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Home My WebLink About2017 01 20 - Kerns Close Out DocsOKERNST ►, . Date: January 20, 2017 To: The City of Sebastian Attn: Frank Watanabe From: Chuck Kerns PROJECT: Sebastian Municipal Airport — Golf Course Storage Building ✓ Close Out Docs and Manuals— 1 original —3 copies ✓ Copy of Final Pay Request— I copy. —Original previously submitted ✓ Closeout Docs in CD format— 1 per Close Out Manual Please accept the attached as our Close out Documents for the above Referenced Project. Thanking you for this opportunity to work with the City of Sebastian, I remain ... Very Trluly, KERNS CONSTRUCTION & PROPERTY MANAGEMENT, CORP. Charles D. Kerns President *KERNqS C O N S T R U C T 1 0 N CONSTRUCTION TURNOVER MANUAL CITY OF SEBASTIAN AIRPORT / GOLF STORAGE BUILDING ,AAD AMERICAN INFRASTRUCTURE DEVELAPMENT, INC. AMERICAN INFRASTRUCTURE DEVELOPMENT, INC. PROJECT PRIME CONSULTANT GRI ENGINEERING, INC. MOIA BOW LES VILLAMIZAR P. ASSOCIATES MBV ENGINEERING, INC. SPECIAL INSPECTIONS PREPARED FOR: CR"' SE13A$TIIM AMD HOME OF PELICAN ISLAND PROJECT CONSULTANTS RFA Architect & Associates. Inc. RFA ARCHITECT & ASSOC., INC. ARCHITECTURAL CONSULTANT zz MASTELLER, MOLER & TAYLOR, INC. PROJECT SURVEYOR FORMICA IIII ASSOCIATE&C. Consulting Engineers FORMICA & ASSOC., INC. MEP CONSULTANT IV C Ik AN ,I%L-2i m KSM ENGINEERING, INC. CONSTRUCTION MATERIALS & GEOTECHNICAL CONSULTANT 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR — CGC 059365 OKERNS C 0 N S T A U C T 1 0 N TABLE OF CONTENTS 1. TEMPORARY CERTIFICATE OF OCCUPANCY & CERTIFICATE OF COMPLETION 2. CONTACT LIST 3. CONSTRUCTION MATERIALS TESTING and SOILS DENSITY REPORTS 4. SPECIAL INSPECTION REPORTS 5. ONE YEAR WARRANTY LETTER 6. FINAL RELEASE OF LIENS 7. SUBMITTALS, OPERATION AND MAINTANCE MANUALS 8. REDLINE & RECORD DRAWINGS 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR —CGC 059365 OKERNS C 0 N S T R U C T 1 O N 1 TEMPORARY CERTIFICATE OF OCCUPANCY & CERTIFICATE OF COMPLETION 1.1 - Permit Inspections 1.2 —Temporary Certificate of Occupancy 1.3 - Certificate of Occupancy 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR - CGC 059365 MCC SEBASTM HOME OF PELICAN ISLAND BUILDING DEPARTMENT 1225 MAIN STREET • SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5537 • FAX (772) 589-2566 TEMPORARY CERTIFICATE OF OCCUPANCY # 10722 THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS CODES AND ORDINANCES OF THE JURSIDICTION REGULATING BUILDING CONSTRUCTION OR USE. TRACKING #: 140001707 PERMIT#: 14-002338 ADDRESS: 209 Airport Dr. E. Sebastian, Fl. 32958 OWNER: City of Sebastian CONTRACTOR: Kerns Construction and Property Management Corp. 1225 Main St. 2701 Industrial Ave. 2 Sebastian, Fl. 32958 Ft. Pierce, Fl. 34946 PROPOSED USE: Golf Course Maintenance Storage Building and Chemical Storage Building CONSTRUCTION TYPE: V Unprotected DATE PERMIT WAS APPROVED: 4/15/2016 EXPIRATION DATE: 3/18/2017 TCO APPROVAL DATE: 9/21/2016 APPROVED BY: Wayne EseltinIfBuilding Official A 30 day Temporary Certificate of Occupancy is being granted under the following conditions: • Final inspection approval from Building Department • Final inspection approval from Engineering Department • Special Inspector final certification letter • Solid Waste Fees Paid by the City • Fuel Tank permit and inspection approval from Fire and Building — City in process CITY OF SEBASTIAN, FLORIDA 1225 Main Street Sebastian, FL 32958 Ph: 772-589-5537 Fax: 772-589-2566 C/O # An 7 Z 7 [ CERTIFICATE OF OCCUPANCY THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE JURISDICTION REGULATING BUILDING CONSTRUCTION OR USE. Address: 209 AIRPORT DR E SEBASTIAN, FL Subdiv: ROSELAND SATELLITE FIELD Parcel: Construction Type: TYPE- V UNPROTECTED Use Classification: COMMERCIAL Permit Number: 14-002338 Date: 9/27/2016 U9 Owner: CITY OF SEBASTIAN 1225 MAIN ST SEBASTIAN, FL 32958-4165 Work Type: COMM -STORAGE ❑ Sprinklers CITY OF SESASTIA HOME OF PELICAN ISLAND Apped By Chief Bldg Inspector CITY OF SEBASTIAN, FLORIDA 1225 Main Street Sebastian, FL 32958 Ph: 772-589-5537 Fax: 772-589-2566 C/O # 14972?, CERTIFICATE OF OCCUPANCY THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE JURISDICTION REGULATING BUILDING CONSTRUCTION OR USE. Address: 209 AIRPORT DR E SEBASTIAN, FL Subdiv: ROSELAND SATELLITE FIELD Parcel: Construction Type: TYPE- V UNPROTECTED Use Classification: COMMERCIAL Permit Number: Date: 14-002338 9/27/2016 I ding Official Owner: CITY OF SEBASTIAN 1225 MAIN ST SEBASTIAN, FL 32958-4165 Work Type: COMM -STORAGE ❑ Sprinklers Clll'OE SEBASTIAN HOME OF PELICAN ISLAND z CITY OF SEBASTIAN, FLORIDA 1225 Main Street Sebastian, FL 32958 Ph: 772-589-5537 Fax: 772-589-2566 E -Mail : city@cityofsebastian.org 14-002338 BUILDING PERMIT PERMIT INFORMATION L®GATION INFORMATION emit - ssue : Address: Permit Type: BUILDING- NEW COMMERCIAL SEBASTIAN, FL Class of Work: COMM -STORAGE Township: Range: Proposed Use: COMMERCIAL Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 529,000.00 Total Fees: 4,232.75 Subdivision: ROSELAND SATELLITE FIELD Amount Paid: 4,232.75 Date Paid: 4114120161 Parcel Number: CONTRACTOR INFORMATION I OWNER INFORMATION Name: KERNS--G�IR=IONAIqD-PROPF-RTYMGMTIZiW%: CITY OF SEBAST Addr: 2701 INDUSTRIAL AVE 2 Address: 1225 MAIN ST I FORT PIERCE, FL 34946 SEBASTIAN, FL 32958-4165 Phone: (772)985-5015 Lic: CGC059365�O�^ Phone: Workesc: BUICDI OFUAG NV v APPLICATION FEES m NG FE -�7y'r I�y�. MBING = SUB— 1 ELECTRICAL -SUB 149.74 MECHANICAL -SUB (t (V ---S 149.74 DBPR-BCAIBFEE 61.64 DCA - FBC FEE 61.64" - -.- ``r a —A10 VPMv! slip �'� ?bptAaJ &4- own r4611C: r � S/ (.4 C �N q _gra f rte E3 �s z Ins tion a uired %�4fl00101 rig -9.40 r1iNM_CUMME 2 ROUGH PLUMBING„/ 6 TOP -OUT �' 98 FINAL P&Z INSP 15 COMPACTION TEST 17 FINAL SURVEY 16 FORMBOARD G Y 89 DRYWALL 39 SLAB � N- -BUILDING t 90 FINAL ENGINEER 64 IRC UTILIT ACKFLOW CF�t 75 COLUMNS da 6 PRE -POWER 145 IRC UTLITY FINAL 4 TIE BEAM FIRE DEPARTMENT QM ISSUANCE, OR IF CONSTRUCTION IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME. CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. . NOTICE IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT I MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS STATE AGENCIES OR FEDERAL AGENCIES. ** WARNING TO OWNER ** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR - NOTICE nF MENT THIS PERMIT IS APPROVED ON THIS DATE PURSUANT TO THE FLORIDA BUILDING CODE. YNE-ESEL-TINE-Bb4L9lN6-3 C -FA . FHIS PERMIT SHALL HE AVAILABLE ON SITE AT ALL TIMES. INSPECTIONS SHALL BE COMPLETED PRIOR TO PERMIT EXPIRATION TO AVOID ADDITIONAL FEES ERNS. C O N S T R U C T 1 O N 2 CONTACT LIST OWNER / DESIGN PROFESSIONALS / CONTRACTOR/SUBCONTRACTORS/SUPPLIERS 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR - CGC 059365 OWNER CONTACTS City Manager: City of Sebastian CONTACT: Mr. Zoe Griffin Address: 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8200 Fax: 772-581-0149 / Cell: 772-633-0151 E-mail: jgriffin@cityofsebastian.org City Engineer: City of Sebastian CONTACT: Mr. Frank Watanabe Address: 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8228 Fax: 772-228-7077 1E -Mall: fwatanabe@dtyofsebastian.org Airport Administrator: City of Sebastian CONTACT: Ms. Michelle Stromberg Address: 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8223 Fax: 772-228-7077 / Cell: 633-2826 E -Mail: fwatanabe@cityofsebastian.org CONTACT: ADDRESS: Phone: Fax: E-mail: ADDRESS: Fax: E-mail: Building Director: City of Sebastian CONTACT: Mr. Wayne Eseltine Address: 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8235 Fax: 321-751-2121 E -Mail: weseltine@cityofsebastian.org City Inspector: City of Sebastian CONTACT: Mr.Phillip Patnode Address: 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8228 Fax: 772-228-7077 E -Mail: ppatnode@cityofsebastian.org Fax: E-mail: 'ACT- CCC- Phone: ACT:ccc. Phone: Fax: E-mail: ICONTACT: Phone: Fax: E-mail: CONTACT: ADDRESS: Phone: Fax: E-mail: DESIGN PROFESSIONAL CONTACTS Architect: American Infrastructure Development, Inc. - Civil CONTACT: MR. Mark Jansen ADDRESS: 37North Orange Ave., Suite 500, Orlando, FI. 32801 Phone: 407-992-6611 Fax: 386-753-0537 E-mail: mjansen@aidinc.us Mechanical/Electrical Engineer: Formica & Associates - Plumbing, HVAC, Electrical CONTACT: Mr. Keith Piccillo ADDRESS: 3500 NW Boca Raton Blvd., SUITE 711, Boca Raton, FL 33431 Phone: 561-368-3611 Fax: 561-368-4733 E -Mail: keithp@formicaengineering.com Phone: Fax: CONTACT: Phone: Fax: Fax: Structural Engineer: RFA Architect &Associates, Inc -Architectural and Structural CONTACT: Mr. Ryan Forney ADDRESS:6556 Emerald Dunes Drive, Suite 201, WPB 33411 Phone: 561-540-5240 Fax: 561-585-0534 E -Mail: rfa.arch@gmail.com Landscape Architect: Conceptual Design Group - Landscape and Irrigation CONTACT: Rob ADDRESS: 900 East Ocean Blvd., Suite 130d, Stuart A. 34994 Phone: 772-344-2340 Fax: E -Mail: seservices@bellsouth.net CONTRACTOR CONTACTS `1coNTRAc 0R: KERNS CONSTRUCTION & Property Mgmt Corp CONTACT: Dan Muschweck - Exec. Vice President ADDRESS: 2701 Industrial Ave. 2, Fort Pierce, FL 34946 Phone: 772-985-5015 Fax: 772-209-7700 E-mail: dmuschweck@kemsconstruction.net CONTRACTOR: KERNS CONSTRUCTION & Property Mgmt Corp CONTACT: Bill Tllberg - Sr. Superintendent ADDRESS: 2701 Industrial Ave. 2, Fort Pierce, FL 34946 Phone: 772-985-1092 Fax: 772-209-7700 E-mail: btillberg@kemsconstrucion.net SUBCONTRACTOR: A-1 Acoustic Ceilings & Drywall - Metal Studs, Drywall and Acoustic Ceilings CONTACT: David Black ADDRESS: 440 Market Ave., Fort Pierce, FL. 34982 Phone: 772-465-6730 Fax: 772-465-0479 E-mail: aicons2@aol.com SUBCONTRACTOR: All american Air Conditioning Furnish and Install HVAC CONTACT: Richard F. Kletty III - President ADDRESS: 405 12th Ave., Vero Beach, FI. 32962 Phone: 772-410-4822 Fax: E-mail: richard@all-americanac.com SUBCONTRACTOR: Allegiance Contracting, Inc. - PEMB Contractor/Installer CONTACT: Ms. Leslie Jane Lindsey ADDRESS: 700 NW Wickham Road, Melbourne, FL 32935 Phone: 321-751-2120 Fax: 321-751-2121 E -Mail: Uane@AllegianceContracting.com SUBCONTRACTOR: Ashton Utilities, Inc. - Underground water and sewer CONTACT: Carl Ashton ADDRESS: PO Box 3725-450 Cyclone Dr., Fort Pierce, FL 34948-3725 Phone: 772-461-0908 max: 772-461-0908 CONTRACTOR: KERNS CONSTRUCTION & Property Mgmt. Corp CONTACT: Tony Rake - Sr. Project Mgr. ADDRESS: 2701 Industrial Ave. 2, Fort Pierce, FL 34946 Phone: 772-882-8110 Fax: 772-209-7700 E-mail: trake@kemsconstruction.net SUBCONTRACTOR: Bonded Lightning Protection Systems, Inc. - Furnish & Install Lightning Protection CONTACT: Patrick C. Dillon - President ADDRESS: 2080 West Indiantown Rd., Suite 100, Jupiter, FL. 33458 Phone: 561-746-4336 Fax: 561-747-8233 E-mail: mail@bondedlightning.com SUBCONTRACTOR: FV Casano Electrical Contractors, Inc. - Electrical Work CONTACT: Rex McCormick Project Manager ADDRESS: 1161 Old Dixie Hwy, Vero Beach, FL 32960 Phone: 772-567-8134 Fax: 772-567-8150 E -Mail: Rex@casanoelectric.com CONTRACTOR: Glisson & Company, Inc. - Water Line Directional Bore CONTACT: Tom Glisson ADDRESS: 2435 1st Place, Vero Beach, FI. 32962 Phone: 772-562-5841 Fax: 772-562-1279 E-mail: CONTRACTOR: IKSM Engineering and Testing, Inc. - Testing and Special Inspections CONTACT: Tent' Schlitt ADDRESS: PO Box 78-1377, Sebastian, FL 32978-1377 Phone: 772-589-0712 Fax: E-mail: SUBCONTRACTOR: Masteller, Moller & Taylor, Inc. - Construction Stakeout and Recdord Drawings CONTACT: Nikole Plasse, Director of Operations ADDRESS: 1655 27th Street, Suite 2, Vero Beach, FL 32960 Phone: 772-564-8050 Fax: 772-794-0647 E -Mail: nikimmr@bellsouth.net SUBCONTRACTOR: MBV Engineering Consultants - Special Inspections, Building Opening Wind Loads CONTACT: Mr. Tem Schlitt Phone: 772-569-0035 Fax:772-778-3617 SUBCONTRACTOR: MWI Corporation - Well Pointing CONTACT: Rick Bird ADDRESS: 33 NW 2nd Street,Deerfield Beach, FL 33441 Phone: 772-770-0004 Fax: 772-770-1096 E-mail: SUBCONTRACTOR: Overhead Doors of Daytona - Furnishand install all roll up doors CONTACT: Doug Fisher ADDRESS: 219 Fentress Blvd., Daytona Beach, FL 32114 Phone: 386-226-3820 Fax: E-mail: Doug@OverheadDoorDaytona.com SUBCONTRACTOR: Precision Paving & Excavation, Inc. - Paving and Striping CONTACT. Mr. J. Peter Gilbert ADDRESS: 8430 Hidden Pines Road, Fort Pierce, Florida 34945 Phone: 772-468-1313 Fax: 772-468-1071 E -Mail: precpav@bellsouth.net SUBCONTRACTOR: RB Plumbing Inc. - Furnish and Install Plumbing work CONTACT: Randy Knowels ADDRESS: 1026 Indian River Drive, Sebastian, FL 32958 Phone: 772-388-9199 Fax: E-mail: rb9199@yahoo.com SUBCONTRACTOR: RFA Architect & Associates, Inc -Chemical Stor. Bldg Foundation and roof connection design CONTACT: Mr. Ryan Forney ADDRESS:6556 Emerald Dunes Drive, Suite 201, WPB 33411 Phone: 561-540-5240 Fax: 561-585-0534 E -Mail: rfa.arch@gmail.com SUBCONTRACTOR: Southeast Services, Inc. - Installed FPL underground Conduit CONTACT: Rob ADDRESS: 9105 15th Place, Vero Beach. FL 32966 Phone: 772-226-7416 Fax: 772-226-7432 E -Mail: seservices@bellsouth.net SUBCONTRACTOR: Sunrise City CHDO, Inc. - Concrete work & Block work CONTACT: Quentin Dixon ADDRESS: PO Box 3582, Fort Pierce, FL 34948 Phone: 772-201-2850 Fax: 321-751-2121 E -Mail: Quentindixon78@yahoo.com SUBCONTRACTOR: Vero Glass & Mirror - furnish and install two fixed opening Impact Windows CONTACT: Dan Beard ADDRESS: 1669 Old Dixie Highway, Vero Beach, FL 32960 Phone: 772-567-3123 Fax: 772-562-1474 E-mail: danb@veroglass.com SUBCONTRACTOR: WBE DBA Florida Silt Fence - Silt Fence Installation CONTACT: Ms. 3enni Meckley ADDRESS: PO Box No. 740215 Orange City, Florida 32774 Phone: 386-753-0575 Fax: 386-753-0537 E-mail: Chrys@Osilt.com or jenni@Rsilt.com SUBCONTRACTOR: CONTACT: ADDRESS: Phone: Fax: E-mail: SUBCONTRACTOR: CONTACT: ADDRESS: Phone: Fax: E-mail: SUPPLIER CONTACTS SUPPLIER: Allied Trucking Of Palm Beach - Trucking on site CONTACT: Victor Moscoso ADDRESS: 2701 Vista Parkway, Unit A-8,West Palm Beach, FL 33411 Phone: 561-642-7750 Fax: 561-642-2522 E-mail: SUPPLIER: East Coast Sod and Landscape - Plants Trees and Sod CONTACT: Jeff Sciturro ADDRESS: 10700 Okeechobee Rd., R. Pierce FL. 34945 Phone: Fax: E-mail: SUPPLIER: Ferguson Enterprises.. Inc. - Plumbing Supplies CONTACT: Cody Washington ADDRESS: 4510 Prosperity Drive, Ft. Pierce FL 34981-0000 Phone: 772-467-0137 Fax: 772-467-0472 E-mail: CONTACT: Jim Nelson - Sales Representative ADDRESS: 1830 Craig Park Court, St. Luis, MO. 63146 772-466-5955 Fax: E-mail• SUPPLIER: Meschmeyer Concrete Co. of Florida CONTACT: ADDRESS: 1142 Tower Rd., Lake Park, Florida Phone: 561-848-9112 Fax: 561-844-7102 E-mail: SUPPLIER: Neff Rental LLC - Equipment Rental CONTACT: John Hudson - PSL Branch Mgr. ADDRESS: 7400 Commercial Circle, Fort Pierce, FL 34951 Phone: 772-489-3103 Fax: E-mail: SUPPLIER: Star Pre -Engineered Metal Bldgs. - Furnished all components to the Steel Building CONTACT: Ms. Leslie Jane Lindsey ADDRESS: 700 NW Wickham Road, Melbourne, FL 32935 Phone: 321-751-2120 Fax: 321-751-2121 E -Mail: Uane@AllegianceContracting.com SUPPLIER: CONTACT: ADDRESS: Phone: Fax: E-mail: SUPPLIER: CONTACT: ADDRESS: Phone: Fax: E-mail: SUPPLIER: CONTACT: ADDRESS: Phone: Fax: E-mail: SUPPLIER: CONTACT: ADDRESS: Phone: Fax. E-mail: SUPPLIER: CONTACT: ADDRESS: Phone: Fax: E-mail: OKERNS C 0 N S T A U C T 1 0 N 3 CONSTRUCTION MATERIALS TESTING and SOILS DENSITY REPORTS 3.1 - Soils Reports 3.2 - Boring Log 3.3 - Concrete Test Reports 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR - CGC 059365 Tl' VOL t A%LJAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 June 23, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 202 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project #: 160432-7d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the entrance roadway at the above referenced project. :ase feel free to call. E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TAP c01t "Lj.LYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: June 22nd, 2016 KSM JOB #: 160432-7d/MR/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida MATERIAL: Gray Sand ITEM TESTED: Entrance Roadway fff§f LOCATION DEPTH MOI§- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------------- VALUE 1. East 0" — 12" 11.5 44 110.3 110.5 99.8 2. Center 10.6 43 108.7 98.4 3. West 9.8 44 109.4 99.0 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 rr calk 9 &%171Yt KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 Www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: June 22nd, 2016 KSM JOB #: 160432-7p PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida 112T---T--Z--,---I---r--T---r--7 I I I I I I I I I I I I I 1 111 T--t---r---1---I---r---I----1--7 I I I I I I I I I I I I I I I 0 110----t---t---i -I- --- t ---t---1 LL I I I I I I I I I U I I I I I I 1 a \-4109 a- - - --I 1084---4---4-- ---I--- 4 107-=---_j---I--L_---IIIII I I I I I I I I I I I I I 106L--1__1__J___I___L__1__1__J I I I I I I I I I I I I I I I I I I 1054----4------I---� --i --�--� 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Gray Sand Max. Dry Density: 110.5 P.C.F. Optimum Moisture: 12.2 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TOP C1t 1% J.LYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 v,ww.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 June 2, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 202 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project #: 160432-6d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the 12" compacted subgrade for millings parking lot at the above referenced project. Should yqu%6,W�%yestions, please feel free to call. Resc �CENg.,9 i Z 6 Pre' Jul' resside, '•' pRtpP•'��`�'�: IEK/aj E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 t KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: June 151, 2016 KSM JOB #: 160432-6d/MR/aj PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida MATERIAL: Fine Gray Sand ITEM TESTED: 12" Compacted Subgrade for the Millings Parking Lot TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ---------------------------------------------------------------------- VALUE 1 South 0" — 12" .1 I.8 39 104.3 104.4 99.9 2. East 12.1 39 103.7 99.3 3. North 14.1 40 104.7 100.3 4. West 13.0 40 103.8 99.4 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 C Tl C 1 t 11 1.7 AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: June 1st, 2016 KSM JOB #: 160432-6p PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida 105T----T----I----I----r---7----I > 104--- I ---�---I--- a --- f ----I U I I I I I I I I I I I I = 103 I --- — —----- ---F — — ----I (D I I I I I I I 0 102 t— — — +——— -- I----I----f----+---- 101 -----� --- i— — --i ---- F -----i ----I a 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Fine Gray Sand Max. Dry Density: 104.4 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 it r IL 9 "L_J AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 May 26, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 202 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project #: 160432-5d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the building slabs at the above referenced project. ttµ eexo ela aeje S8111d�{ptYhavG�ny questions, please feel free to call. STAT F '� 4 L JEK/caaeease:ea9 E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TlC1t JR Lj AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 Www.ksmengineering.net MELBOURNE (321) 768-8488 ®FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: May 25", 2016 KSM JOB #: 160432-5d/MR/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida MATERIAL: Fine Gray Sand ITEM TESTED: Building Slabs ---------------------------------------------------------- TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION VALUE East Slab 1. N. E. 0" — 12" 10.9 39 102.7 104.4 98.4 2. S.W. 11.3 39 103.3 98.9 West Slab 3. N. E. 0" — 12" 9.9 39 103.0 104.4 98.7 4. Center 10.5 38 102.4 98.1 5. S.W. 10.2 39 102.6 98.3 Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 t 1%1jAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT #: CONTRACTOR: JOB LOCATION E Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 25th, 2016 14-002338 Kerns Construction 202 E. Airport Drive Sebastian, Florida KSM JOB #: 160432-5p 105T ----T----3 I- - - - T_ _r - - - , I I I I I I I I I I I I I I I I I I I I I I I I I I I 1044---- - - ----- I----t---�---� I I I I I I I I I I I I I I I I I I I I I I I I I I 103 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 102 i - - - - + - - - -I---- I- - - - F - - - t---� I I I I I I I I I I I I I I I I I I I I I I I I I I I I 101--------------ti---4----� Fine Gray Sand 104.4 P.C.F. 11.0 Percent 10 11 12 13 14 Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 /' A% J AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 May 9, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 202 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project #: 160432-4d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the slab on grade and column footers at the above referenced project. any questions, please feel free to call. r• No_7 3 _ ;,J'ulie E? KeIii, P:k �resrd e J+lC/cfyAr :9 E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 zl C 1 t i%FJ.LV1 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: May 6", 2016 KSM JOB #: 160432-4d/SH/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida MATERIAL: Brown Sand ITEM TESTED: Slab on Grade and Column Footers --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------------- VALUE Slab on Grade 1. S. E. 0" -12" 10.3 38 105.1 106.0 99.2 2. S.W. 39 106.0 100.0 3. N.W. 39 105.8 99.8 4. N. E. 37 104.9 99.0 Column Line A 5. N. E. 0" - 12" 9.8 38 104.6 106.0 98.7 6. S.W. Center 10.1 39 105.8 99.8 7. S.E. Center 11.0 39 106.0 100.0 8. S. E. 9.9 38 105.1 99.2 Column Line B 9. S. E. 0" - 12" 10.6 38 104.9 106.0 99.0 10. S.W. 11.6 39 105.7 99.7 11. N.W. 10.8 39 104.4 98.5 12. N. E. 9.9 40 104.1 98.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TOP C19 A%11J AW KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: May 6t", 2016 KSM JOB #: 160432-4d/SH/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida MATERIAL: Brown Sand ITEM TESTED: Slab on Grade and Column Footers ---T-E-S-T-L-O-C-A-T-IO--N -----D-E-P-T-H- DRY ----MX 7----MOI§- DR-Y PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION VALUE Column Line D 13. N.W. 0" — 12" 10.6 38 105.8 106.0 99.8 14. N.W. Center 11.7 40 106.1 100.1 15. N.E. Center 10.9 40 106.0 100.0 16. N. E. 11.4 39 105.0 99.1 Column Line 6 17. N.1=. 0" — 12" 9.6 38 105.4 106.0 99.4 18. Center 10.7 39 105.8 99.8 19. S.E. 9.9 38 105.0 99.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl' Calk t KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: May 6th, 2016 KSM JOB #: 160432-4p PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida 107 T--T--7--,------r--T--�--, I I I I I I I I I I I 106 L__1__1__J___I___ I I I I I I I I I _1__1__J I I I I I I I Y I I I I I I I I I n I I I I 1051---t--f--�-- I ---N--+-- --� LL U I I I L I I I I __I = 104 I _ I 1_ I ___I _ I I I___I I I I I I Lu w I I I I I I I I 103--T—-----I-------7--� I I I I I I I I I I I 102-I---7---7--i---I---r---Y----r--, I I I I I I I I I I I 1 I I I I I I I I I I I I 101---------i---� I I I I I --� ---- I I 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Sand Max. Dry Density: 106.0 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller. P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tr CA lk 9 nLJwa KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 May 2, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 202 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project #: 160432-3d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the interior column footers at the above referenced project. ulfavjq any questions, please feel free to call. 6-• t'% f f� it�tllfy��fr "�, JEI *t>;;a'iT ""- E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 'tl C 1 9 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 �.� C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 29", 2016 KSM JOB #: 160432-3d/SH/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 202 E. Airport Drive Sebastian, Florida MATERIAL: Brown Sand ITEM TESTED: Interior Column Footers --------------------------------------- TEST LOCATION DEPTH MOTS- PEN ---------------- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ----------------------------------- --------- VALUE -------------- Column Line B 1. West 0" — 12" 8.0 38 104.6 106.0 98.7 2. W. Center " 39 105.8 99.8 3. E. Center 38 106.1 100.1 4. East 37 105.8 99.8 Column Line C 5. N. E. 0" — 12" 8.0 39 105.3 106.0 99.3 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 t it5jwa KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT # CONTRACTOR: JOB LOCATION: E Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) April 29", 2016 14-002338 Kerns Construction 202 E. Airport Drive Sebastian, Florida KSM JOB #: 160432-3p 107 7---7----T--,---I---r--7--�--, I I I I I I I I I I I 106L--1__1__J___I__ I I I I I I I I I I I I I I I I I I _1__1__J I I I I I I I 105 I I I I I — I I I —— h -- I I I —+ —— --� I I I I I I 104 __I I __ I I I I __ I I I I ___I I I I I I I I I I _ I ___I I I I I I I I I 103 --= — I =-- I I I a---I--- I I I I --4----4----A I I I I I I I I I I I I I 1021---r--7---1---I---r--1----T---1 I I I I I I I I I I I I I I I I I I 101 --�— I {-----I---� I I I --�---- I I I 7 8 9 10 11 12 13 14 15 Brown Sand 106.0 P.C.F. 12.0 Percent Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl CA 1 9 A%L'3A i KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Revised: April 12, 2016 April 7, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 2002 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project #: 160432-1 d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the tank pad and roads at the above referenced project. ShouJgk0 u,l;Wye any questions, please feel free to call. 3� X: No �ylulie�TTAK@l1§F P.E . JL4e'tNAL�E�11° E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 irC1t i1171YL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 6", 2016 KSM JOB* 160432-2d/MH/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 2002 E. Airport Drive Sebastian, Florida MATERIAL: Brown Sand ITEM TESTED: Tank Pads and Roads TEST LOCATION ----------------------------------------------- DEPTH MO TS- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------------------------- VALUE Tank Pads 1. S.E. 0" —12" 8.6 103.9 106.0 98.0 2. N. E. 104.5 98.6 Road 3. N. E. 0" —12" 8.6 105.7 106.0 99.7 4. North 103.9 98.0 5. West 104.4 98.5 6. South 105.1 99.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 "IJAVi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 w mksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION. Soil Description: Max. Dry Density: Optimum Moisture Julie E. Keller. P.E. MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) April 6th, 2016 14-002338 Kerns Construction 2002 E. Airport Drive Sebastian, Florida KSM JOB #: 160432-1p 107 Tr--r--Z--1---I---r---r--Z--1 I I I I I I I I I I I I I I I I I I 106L__1__1__J___I__ I I I I I I 1 I 1 I I I I I I I I I I I I I I I I 105 h --+--i --1-- 1---H--+-- – – – I I I I I I I I I I I I I I I I I I I I 104 — ------- ---------------- I I I I I I I I I I I I I I I I I I I I I I I I I I 103 --=– -- I ---I--- --4---4---4 I I I I I I I I I I I I I I I I I I I I I I I I I 102 *-–– Y -- – 7---I---r--t---r--1 I I I I I I I I I I I I I I I ( I I 1014--- 4---4---1---�--�-- I-- 7 8 9 10 11 12 13 14 15 Brown Sand 106.0 P.C.F. 12.0 Percent Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl CA 1 t �l i1� 1Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 April 7, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 2002 E. Airport Drive Sebastian, Florida Permit #: KSM Project#: 160432-1d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the tank pad and roads at the above referenced project. Sho}did M'11&vg any questions, please feel free to call. KF44o. No.f }ie �T4C1@rF i� . +gs�aiR10P.ON N E-mail to: btiliberg@kernsconstruction.net Mail 3 Copies Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl' C 1 9 �FjIva KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSM ENGINEER] NG.N ET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 6h,2016 KSM JOB #: 160432-2d/MH/ct PERMIT #: CONTRACTOR: Kerns Construction JOB LOCATION: 2002 E. Airport Drive Sebastian, Florida MATERIAL: Brown Sand ITEM TESTED: Tank Pads and Roads TEST LOCATION ----------------------------------------------- DEPTH MOI§- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------------------------- VALUE Tank Pads 1. S. E. 0" — 12" 8.6 103.9 106.0 98.0 2. N. E. 104.5 98.6 Road 3. N. E. 0" — 12" 8.6 105.7 106.0 99.7 4. North 103.9 98.0 5. West 104.4 98.5 6. South 105.1 99.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TlC1t �1.I6"JIjYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: April 6th, 2016 KSM JOB #: 160432-1p PERMIT #: CONTRACTOR: Kerns Construction JOB LOCATION: 2002 E. Airport Drive Sebastian, Florida 107 T--r--q--,---I---r--T---r--, I I I I I I I I I I I I I I I I I I 106L--1__1__J___I__ I I I I I I I I 105 r I I I I I I I I I 0 c.i I I I I I I I I I F I I I I I I I I = 104 --T-- -- I---� --F -- T —— ---I t' I I I I I I I I I I I I I I I I I 103--4-- 4---4---1---1 --4---1----I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 101 --i --—---i---�--i--�---� 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown Sand Max. Dry Density: 106.0 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 IVC1t J%III AVi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Revised: April 12, 2016 February 22, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 2002 E. Airport Drive Sebastian, Florida Permit #: 14-002338 KSM Project#: 160432-1d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the metal building at the above referenced project. Should yp6pave any questions, please feel free to call. ali f.,ht]6� P. eejeaeuon•'P E-mail to: btillberg@kernsconstruction.net Fax to: Sebastian Building Department Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 *r r lk i1171Y1 KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: February 19`", 2016 KSM JOB #: 160432-1 d/TLS/ct PERMIT #: 14-002338 CONTRACTOR: Kerns Construction JOB LOCATION: 2002 E. Airport Drive Sebastian, Florida MATERIAL: Brown and Gray Sand, Slight Silt ITEM TESTED: Compacted Foundation Fill for the Metal Building TEST LOCATION ----------------------------------------------- DEPTH MOI§- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------------------------- VALUE 1s1 Lift �, 1. S. E. 0" — 12" 11.2 106.5 108.5 98.2 2. Center 10.0 107.2 98.8 3. N.W. 10.5 106.1 97.8 2 n Lift 4. S. E. 0" — 6" 11.5 105.0 108.5 96.8 5. Center 12.2 106.5 98.2 6. N.W. 10.6 107.4 99.0 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TIP C 19 A%L"aAYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT #: CONTRACTOR: JOB LOCATION: m Soil Description: Max. Dry Density: Optimum Moisture Julie E. Keller, P.E. MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) February 19th, 2016 14-002338 Kerns Construction 2002 E. Air oort Drive Sebastian, Florida KSM JOB #: 160432-1p 1107----T---,--------r----T--- I I I I I I 1 I I I I I I I I I I 109 I --- I I I I I I I-------I-------=---� I I I I I I I I I I I I I I I I I I I I I I 108-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 107-----+----I I I I I ---- I I I I I I I---- ----1068 I I 106 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Brown and Gray Sand, Slight Silt 108.5 P.C.F. 10.8 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 tr C 1 t JL%IJAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 Www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 February 22, 2016 Bill Tillberg Kerns Construction 1217 Delaware Avenue Ft. Pierce, FL 34950 Re: 2002 E. Airport Drive Sebastian, Florida Permit #: KSM Project #: 160432-1 d Dear Mr. Tillberg: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the metal building at the above referenced project. ShouldaX9",tWyfe any questions, please feel free to call. `aa•. °fese _- �vaa ��• K�� °Os S ee �ffeE3�bf. E:,,�oAIQP.iIto `V s `a'°saatfexxxsae E-mail to: btillberg@kernsconstruction.net Mail 3 Copies Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TlC1t A%L"jAVi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: February 19'", 2016 KSM JOB #: 160432-1d/TLS/ct PERMIT #: CONTRACTOR: Kerns Construction JOB LOCATION: 2002 E. Airport Drive Sebastian, Florida MATERIAL: Brown and Gray Sand, Slight Silt ITEM TESTED: Compacted Foundation Fill for the Metal Building -------------------------------------------------------------- TEST LOCATION DEPTH MOI§- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION -------------------------------------------VALUE------------- 1s` Lift 1. S.E. 0" —12" 11.2 106.5 108.5 98.2 2. Center 10.0 107.2 98.8 3. N.W. 10.5 106.1 97.8 2nd Lift 4. S.E. 0" — 6" 11.5 105.0 108.5 96.8 5. Center 12.2 106.5 98.2 6. N.W. 10.6 107.4 99.0 Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 nIJiva KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION Soil Description Max. Dry Density: February 19th, 2016 Kerns Construction 2002 E. Airport Drive Sebastian, Florida KSM JOB #: 160432-1 p 110T---T---,----1----T - 7---, I I I I I I I I I I I I I I I I I I I I I I I I I I I I 109 — — — +———-a————I----t----4----4 I I I I I I I I I I I I I I I I I I I I I I I I I I 108 I I I I I I I I I I I I I I I I I I I I I I I I I I 107 - I - — — — +———- I----I----i----+----I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1064---- -----------! ------J 10 11 12 13 14 Moisture - Percent of Dry Weight Brown and Gray Sand, Slight Silt 108.5 P.C.F. Optimum Moisture: 10.8 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 GLISSON AND COMPANY INC. 2435 1ST PLACE VERO BEACH, FL 32962 772-562-5841 FAX: 772-562-1279 AT ! `IE ; LOCATION JOB NAt 1 FEET DEPTH PITCH PITCEI 'LOCATION - t FEET DEPTH _�... __._.... _LOCATION . - i t - f ,t i Tl C 1 9 KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: June 20, 2016 Job #: 160432-7c/aj Contractor: Kerns Construction c;+-,: 202 F. Airport rive Sebastian, Florida Placement: Sidewalks and Apron Mix: 4,000 Age Compressive Compressive Type Of Date Set Test Force Strength P.S.I. Break Broken Number 7 47,680 3,800 C 06/27/16 S-7 28 71,270 5,670 C 07/18/16 Temp: N/A Concrete Slump: N/A N/A Atmosphere Supplier: Maschmeyer Ticket No.: N/A Truck No.: N/A Time Sampled: N/A Time Batched: N/A Yards: 20+ Sampled by: Contractor ��..•O'WE ;KEt lty. itted: ,.: . 60.1 ---Julie 'w Q;9/ON PA - Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 i11.7iYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488 l FAX (561) 845-8876 www.ksmengineering.net ST. LUCIE (772) 229-9093 E -Mail: KSM@KSMENGINEERING.NET C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: June 20, 2016 Job #: 160432-7c/aj Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: Sidewalks and Apron Mix: 4,000 Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 7 47,680 3,800 C 06/27/16 S-7 28 07/18/16 Temp: N/A Concrete Slump: N/A N/A Atmosphere Supplier: Maschmeyer Ticket No.: N/A Truck NO.: N/A Time Sampled: N/A Time Batched: N/A Yards: 20+ Sampled by: Contractor Respectfully Submitted: Julie E. Keller, P.E. �^I President Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 M n� W KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: June 6, 2016 Job #: 160432-6c/aj Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: Tie Beams and Down Cells Mix: 3,000 Age Test Compressive Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 9 39,430 3,140 C 06/15/16 S-6 29 50,080 3,990 C 07/05/16 Temp: N/A Concrete Slump: N/A N/A Atmosphere Supplier: N/A Ticket No.: N/A Time Sampled: N/A Yards: ,`\-o"11tl 1111r"r G E NS* --F9 spectful y § ubm' Julie. 0�1P G Pr d . � /."1111W Truck No.: N/A Time Batched: N/A Sampled by: Contractor Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tdr C 1 L A%h7AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: June 6, 2016 Job #: 160432-6c/aj Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: Tie Beams and Down Cells Mix: 3,000 Age Test Compressive Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 9 39,430 3,140 C 06/15/16 S-6 29 Slump: N/A Supplier: N/A Ticket No.: N/A Time Sampled: N/A 07/05/16 Temp: N/A Concrete N/A Atmosphere Truck No.: N/A Time Batched: N/A Yards: 6 Sampled by: Contractor Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TAP rILR L%BJAY1 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 26, 2016 Job #: 160432-5c/aj Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastia:i, Fioriva Placement: Slabs Mix: 5,000 Age Compressive Compressive Type Of Date Set Test Force Strength P.S.I. Break Broken Number 5 52,020 4,140 C 05/31/16 S-5 © 7 59,618 4,750 C 06/02/16 28 80,360 6,400 C 06/23/16 Temp: N/A Slump: N/A N/A Supplier: Maschmeyer Ticket No.: N/A Truck No.: N/A Time Sampled: N/A Time Batched: Yards: 30+ Sampled by: %01101 1 1 ! / /,7/ J�.E... Kf <<F 'CEN �ZeS ed: tae '��rI1111111` Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Concrete Atmosphere N/A Contractor N C' TlV1t A%Ill KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 26, 2016 Job #: 160432-5c/aj Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: Slabs Mix: 5,000 le Age Compressive Compressive Type Of Date Test Force Strength P.S.I. Break Broken 5 52,020 4,140 C 7 59,618 4,750 C 28 Slump: N/A Supplier: Maschmeyer Ticket No.: N/A Time Sampled: N/A Yards: 30+ Respectfully Submitted: Julie E. Keller, P.E. President Temp: 05/31/16 06/02/16 06/23/16 N/A N/A Truck No.: N/A Time Batched: Sampled by: Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Set Number S-5 Concrete Atmosphere N/A Contractor i117.LYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-2c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: NE, E Center, SE Mix: 5,000 Reg Column Pad Footers Age Compressive Test Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 5 64,420 5,130 C 05/17/16 S-2 ® 7 70,310 5,600 C 05/19/16 28 92,090 7,330 C 06/09/16 Temp: 70° Concrete Slump: 4" 740 Atmosphere Supplier: Maschmeyer Ticket No.: 843189 Truck No.: 180 Time Sampled: 7:45 Time Batched: 7:19 Yards:t1,l?Q41P5f0 Sampled by: Dave E KF<<��'''� JE �J••��CENSF�9 �'; Resppctfpll �.F� -� Julie er w — Pr Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tr r lk ff itSaliva KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 MELBOURNE 321 768-8488 FAX (561) 845-8876 www.ksmengineering.net ST LUCIE (772) E -Mail: KSM@KSMENGINEERING.NET ( ) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-2c/jl Contractor: Kerns Construction Site: 202 E Airport Drive Sebastian, Florida Placement: NE, E Center, SE Mix: 5,000 Reg Column Pad Footers Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 5 64,420 5,130 C 05/17/16 S-2 7 70,310 5,600 C 05/19/16 28 06/09/16 Temp: 70° Concrete Slump: 4" 740 Atmosphere Supplier: Maschmeyer Ticket No.: 843189 Truck No.: 180 Time Sampled: 7:45 Time Batched: 7:19 Yards: 30/150 Sampled by: Dave Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 t KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-2c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: NE, E Center, SE Mix: 5,000 Column Pad Footers Age Test Compressive Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 5 64,420 5,130 C 05/17/16 S-2 7 28 Slump: 4" Supplier: Maschmeyer Ticket No.: 843189 Time Sampled: 7:45 Yards: 30/150 Respectfully Submitted: Julie E. Keller, P.E. President 05/19/16 06/09/16 Temp: 70° Concrete 740 Atmosphere Truck No.: 180 Time Batched: 7:19 Sampled by: Dave Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 9 A% la AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-3c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: N Side Center Section Mix: 5,000 Reg of Slab Age Test Compressive Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 5 58.170 4,630 C 05/17/16 S-3 c 7 63,910 5,090 C 05/19/16 28 94,365 7,520 C 06/09/16 Temp: 72° Concrete Slump: 6" 800 Atmosphere Supplier: Maschmeyer Ticket No.: 843194 Truck No.: 152 Time Sampled: 9:00 Time Batched: 8:31 Yards: I � � I i 0/150 Sampled by: Dave Ra`craea�tfil�lln �'n�Aunitfar�� J Pr't•.�FtIDP•'�Q. 7 'gz�NAL VNG``\`�. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 t A%LaJLYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-6488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-3c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: N Side Center Section Mix: 5,000 Reg of Slab Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 5 58,170 4,630 C 05/17/16 S-3 7 63,910 5,090 C 05/19/16 28 06/09/16 Temp: 72° Concrete Slump: 6" 800 Atmosphere Supplier: Maschmeyer Ticket No.: 843194 Truck No.: 152 Time Sampled: 9:00 Time Batched: 8:31 Yards: 70/150 Sampled by: Dave Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 *r C 1 t i11.71W KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 Www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-3c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: N Side Center Section Mix: 5,000 of Slab Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 5 58,170 4,630 C 05/17/16 S-3 7 05/19/16 28 06/09/16 Temp: 72° Concrete Slump: 6" 800 Atmosphere Supplier: Maschmeyer Ticket No.: 843194 Truck No.: 152 Time Sampled: 9:00 Time Batched: 8:31 Yards: 70/150 Sampled by: Dave Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Date Molded Contractor: Site: Placement: REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) May 12, 2016 Job #: 160432-4c/jl Kerns Construction 202 E. Airport Drive Sebastian, Florida NE Section of Slab of Slab Mix: 5,000 Reg Age Test Compressive Force V C 19 Type Of Break Date Broken Set Number R h71Yi 53,866 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 62,620 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 28 FAX (772) 589-6469 Date Molded Contractor: Site: Placement: REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) May 12, 2016 Job #: 160432-4c/jl Kerns Construction 202 E. Airport Drive Sebastian, Florida NE Section of Slab of Slab Mix: 5,000 Reg Age Test Compressive Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 5 53,866 4,290 C 05/17/16 S-4 © 7 62,620 4,990 C 05/19/16 28 88,916 7.080 C 06/09/16 Temp: 77° Concrete Slump: 4" 820 Atmosphere Supplier: Maschmeyer Ticket No.: 843200 Truck No.: 181 Time Sampled: 10:00 Time Batched: 9:15 Yards: 110/150 Sampled by: Dave \\ttVIIIIII��' if E KE<<cc''•, G 9 Rape�t#+i I ted: ��rss/�NA1-E�G`��• Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 t 1%Fj1Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 Www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-4c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: NE Section of Slab Mix: 5,000 Reg of Slab Age Compressive Compressive Type Of Date Set Test Force Strength P.S.I. Break Broken Number 5 53,866 4,290 C 7 62,620 4,990 C 28 Slump: 4" Supplier: Maschmeyer Ticket No.: 843200 Time Sampled: 10:00 Yards: 110/150 Respectfully Submitted: Julie E. Keller, P.E. President Temp 05/17/16 05/19/16 06/09/16 770 820 Truck No.: 181 Time Batched: Sampled by: Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 S-4 Concrete Atmosphere 9:15 Dave Tl C 1 9 A%L71Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEER] NG. NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 12, 2016 Job #: 160432-4c/jl Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: NE Section of Slab Mix: 5,000 of Slab Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 5 53,866 4,290 C 05/17/16 S-4 7 05/19/16 28 06/09/16 Temp: 77° Concrete Slump: 4" 820 Atmosphere Supplier: Maschmeyer Ticket No.: 843200 Truck No.: 181 Time Sampled: 10:00 Time Batched: 9:15 Yards: 110/150 Sampled by: Dave Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293/Si Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TAP C1t A%IJAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 ,. C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 3, 2016 Job #: 160432-1c Contractor: Kerns Construction Site: 20,21 E. Aimort Drive Sebastian, Florida Placement: Footers Mix: 5,000 Age Test Compressive Force Compressive Strength P.S.I. Type Of Break Date Broken Set Number 3 59,880 4,770 D 05/06116 S-1 7 61,615 4,910 D 05/10/16 28 101,500 8,080 D 05/31/16 Temp: N/A Concrete Slump: N/A N/A Atmosphere Supplier: Maschmeyer Ticket No.: N/A Truck No.: N/A Time Sampled: N/A Time Batched: N/A Yards: 15 Sampled by: Contractor III�IrIIyi. `C ` )`2Ect#Si4 y 9 No. 68' 'tJuli ,r@T Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 A%L"iAYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 3, 2016 Job #: 160432-1c Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: Footers Mix: 5,000 Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 3 59,880 4,770 C 05/06/16 S-1 7 61,615 4,910 D 05/10/16 28 05/31/16 Temp: N/A Concrete Slump: N/A N/A Atmosphere Supplier: Maschmeyer Ticket No.: N/A Truck No.: N/A Time Sampled: N/A Time Batched: N/A Yards: 15 Sampled by: Contractor Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, RE.:68366 Tl C! 1 t i%L_jAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E -Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 REPORT OF COMPRESSIVE STRENGTH OF CONCRETE SPECIMENS (ASTM C-31, ASTM C-39, ASTM C-143) Date Molded: May 3, 2016 Job #: 160432-1c Contractor: Kerns Construction Site: 202 E. Airport Drive Sebastian, Florida Placement: Footers Mix: 5,000 Age Test Compressive Force Compressive Strength P.S.I. Type Of Date Break Broken Set Number 3 59,880 4,770 C 05/06/16 S-1 7 05/10/16 28 05/31/16 Temp: N/A Concrete Slump: N/A N/A Atmosphere Supo6er: Maschmeyer Ticket No.: N/A Truck No.: N/A Time Sampled: N/A Time Batched: N/A Yards: 15 Sampled by: Contractor Respectfully Submitted: Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 *KERNS C O N S T R U C T I O N SPECIAL INSPECTION REPORTS 4.1 MBV Design Wind Loads On Openings 4.2 MBV Special Inspection Reports 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR — CGC 059365 IMU M BV ENGINEERING, INC. MOIA BOW LES VILLAMIZAR & ASSOCIATES www.mbveng.com CA #3728 September 7, 2016 Mr. Wayne Eseltine, Building Official City of Sebastian Building Department 1225 Main Street Sebastian, FL 32958 Subject: Sebastian Golf Course Storage Building 202 Airport Drive E Indian River County, Florida Engineer's Project Number: 16-0147 Dear Mr. McAdam: As requested by the owner, we have completed the structural analysis for the doors and windows to be installed at the subject location. The purpose of our analysis was to determine wind pressures and review the products to be installed. Our load analysis was based on current Florida Building Code 2014 requirements, with an ultimate design wind speed of 160 mph (3 -sec gust), risk category II, wind exposure category C and internal pressure coefficient of +/-0.18. The wind pressures to be resisted by the intended products along with all installation requirements are shown in the attached table and location sketch. Based on our review of the door and window products and their pertinent installation details, as described, in the approvals FL# 12111.2, NOA# 15-0826.23, and NOA# 14-0430.18, we deem acceptable the request to install these products. Should you have any questions regarding the above subject, please do not hesitate to contact our office. \\\\\�jll Very truly yours, N\\\ 0 .1� vCD y;_ LLQ % W -' J = �[ Ir l %C co q0'`p2` . Terence Schlitt, 1� y FL P.E. # 81238IPIIp-Ok �;�`\\\ TS/sl r cc: Charles Kerns, Kerns Construction L 1250 W Eau Gallie Blvd., Suite L 1835 20th Street 806 Delaware Avenue 759 S. Federal Highway Suite 200B Melbourne, FL 32935 Vero Beach, FL 32960 Ft. Pierce, FL 34950 Stuart, FL 34994 321.253.1510 772.569.0035 772.468.9055 772.266.9795 Fax: 321.253.0911 Fax: 772.778.3617 Fax: 772.778.3617 Fax: 772.778.3617 =MBV ENGINEERING, INC. hay 9awLEs nlwniva a sssnon+Es CML • $TFLCiNRM • SURYMNG • ENAWNMENU,L 183530th Street • Vero Mach. FL 32960 332.569.0035 - www.mbvenQ com Address: 202 Airport Dr. E MBV Project: 16-0147 Page: 2 of 2 Doors/Windows Opening Product Approval FL# 12111.2 NOA# 15-0826.23 NOA# 14-0430.18 Type Door Door SF Window Manufacturer Overhead Door Corp. Schlage Lock Company Kawneer Company, Inc. Series 790 Roiling Sheet Door Steelcraft H Series Aluminum Storefront impact(yes/no) No yes yes Swing/Operable Roll -Up Out Swing Fixed Panic Hardware n/a no n/a Width (in) 144 36 48 Size Height (in) 144 80 48 Product Positive (psf) +41 +55 +65 Design Pressure Negative (psf) -41 -55 -65 Building Positive (psf) +32 +36 +39 Design Pressure Negative (psf) -39 -47 -52 Configuration Guide 2, S3 2 Anchor Type n/a #12 SMS Screw #14 Self Tapping Screw Header Max Spacing (in) n/a 17" 17" Anchor Type n/a 1/4" x 1-3/4" Tapcon #14 Self Tapping Screw Sill Max Spacing (in) n/a 11.75" 16" Anchor Type #14 Self Tapping Screw #12 SMS Screw #14 Self Tapping Screw Jamb Max Spacing (in) 6 21" 17" Anchor Embedment Min. 1/1/4" 11/4" 11/4" Corner Anchors max. from corner (in) 6" 6" 6" Thickness (in) n/a n/a n/a Buck Attachment n/a n/a n/a I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to t load and forces specified by current code provisions. WITIV/1�� ""SE T W Terence Sct /� hli P5 �S -'2016 Cert. No CA #3728 � Q� FL PE 81238 FSSIONP �O Z4 O M =O 0: m0 OPEN PORCH AREA DOOR DOOR ENCLOSED STORAGE AREA ENCLOSED BUILDING OPEN PORCH AREA K O 0N Om ON3 '- FLOOR PLANTERENCEpFHLI� - SCALE: 1/16'=1'-0^Wo SEBASTIAN GOLF COURSE �, 147 1836-20THST I'I VERO BEACH. FL 32886 T.S. STORAGE BUILDING FLOOR PLAN MMBV PH. (7T216Bs °°35 DRAM AER (m)Tl8-38,T 202 AIfj/0(( Dflve E ENGINEERINGkING CNBC T.S. SEBASTIAN. FL " 00� NDµlyN2 k SOC M CONSUDING IMNCBNNG G Wn N8 MF, n - PN (321) M-1510 MM 09 02/20161 R, pgpCCE R - RI (TTY) Ni0-WS8 g{/. S Nr IME M BV ENGINEERING, INC. MOIA BOW LES VILLAMIZAR 8 ASSOCIATES www.mbveng.com CA#3728 M September 26, 2016 Mr. Wayne Eseltine, CBO City of Sebastian Building Dept. 1225 Main Street Sebastian, FL 32958 Subject: Sebastian Airport Golf Course Storage Building 202 Airport Drive E Indian River County, Florida Engineer's Project Number: 16-0147 Submittal Number 1511.003 Dear Mr. Eseltine: Special inspection has been performed at the subject project. The referenced building is an approximately 6,300 SF pre-engineered metal building structure. The manufacturer is STAR Building Systems and their job number is 15-B-20723 with a revision date of 2/16/16. Based upon inspections performed and my substantiating reports, it is my professional judgment that, to the best of my knowledge and belief, the inspected work was performed in accordance with the approved plans, specifications and applicable workmanship provisions of the Florida Building Code. Should you have any questions regarding the above subject, please do not hesitate to contact our office. \�\\\\ 11 I I I 1 l/LA4fZ// Very truly yours.,\\ JkN ... , 1,Q / N°. y! —_ cc * W pF , 2 i9' gtPtE \OQ.,2Vi dolfo Vill Yz��'� F`O'P Ro FL P.E. # 61000, S/Yty�N RV/TS 1250 W Eau Gallie Blvd., Suite L 1835 20th Street 806 Delaware Avenue Melbourne, FL 32935 Vero Beach, FL 32960 Ft. Pierce, FL 34950 321.253.1510 772.569.0035 772.468.9055 Fax: 321.253.0911 Fax: 772.778.3617 Fax: 772.778.3617 759 S. Federal Highway, Suite 200B Stuart, FL 34994 772.266.9795 Fax: 772.778.3617 Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) Cmu wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final Other (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) Approved E:]Approved as Noted El Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): In progress inspection of columns, baseplates VERBAL INSTRUCTIONS: NOTES: O,•"v F'•, �i No. 61000 I P, / S INSPECTOR: Terence Schlitt, El 1100015054 CERTIFIED BY: Rodolfo Villamiz r, P 6- YEft1i MEN mm, M BV STRUCTURAL INSPECTION REPORT ENGINEERING, INC. MOIA BOWLES VIL.LAMIZAR & ASSOCIATES Project Number: 16-0147 CIVIL ■ STRUCTURAL •SURVEYING ■ENVIRONMENTAL Project Name: Sebastian Golf Course Storage Bldgs 1835 20th Street ■ Vero Beach, FL 32960 772.569.0035 • Fax: 772.778.3617 Inspection Date: 6/2/2016 www.mbveng.com GAa3728 Weather: Sunny Owner: City of Sebstian Permit #: 2014090690 Contractor: Kern Construction Inspector: Terence Schlitt, El Project Address: 202 Airport Dr. East Qualified By: Rodolfo Villamizar, PE Unit(s): Main Storage Bldg Discipline: Special ThFesMel Type of Inspection: Initial-- Partial -final—-Reinspec-ticm Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) Cmu wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final Other (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) Approved E:]Approved as Noted El Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): In progress inspection of columns, baseplates VERBAL INSTRUCTIONS: NOTES: O,•"v F'•, �i No. 61000 I P, / S INSPECTOR: Terence Schlitt, El 1100015054 CERTIFIED BY: Rodolfo Villamiz r, P 6- YEft1i no IMMBV STRUCTURAL INSPECTION REPORT ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES Project Number: 16-0147 CIVIL ■ STRUCTURAL ■ SURVEYING ■ ENVIRONMENTAL Project Name: Sebastian Golf Course Storage Bldgs 1835 20th Street • Vero Beach, FL 32960 Floor Slab (SOG) Concrete Placement 772.569.0035 ■ Fax: 772.778.3617 Inspection Date: 6/2/2016 www.mbveng.com CAN3728 Weather: Sunny Owner: City of Sebstian Permit #: 2014090690 Contractor: Kern Construction Inspector: Terence Schlitt, El Project Address: 202 Airport Dr. East Qualified By: Rodolfo Villamizar, PE Unit(s): Main Storage Bldg Discipline: Special ThFel Type of Inspection: —In.4.fial , Partial –Final—-Reinspec-t+e� --]Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final Other (Use Additional member/ Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) Approved ElApproved as Noted Pending 1:3 Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): In progress inspection of columns, baseplates VERBAL INSTRUCTIONS: NOTES: �� p,•'�� SF'• • No. 61000 * r of OW Nb INSPECTOR: Terence Schlitt, El 1100015054 CERTIFIED BY: Rodolfo Villamiza PE , bpl q ?V'X- & Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) Cmu wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping --]Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final Other (Use Additional member/ Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) Approved ElApproved as Noted Pending 1:3 Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): In progress inspection of columns, baseplates VERBAL INSTRUCTIONS: NOTES: �� p,•'�� SF'• • No. 61000 * r of OW Nb INSPECTOR: Terence Schlitt, El 1100015054 CERTIFIED BY: Rodolfo Villamiza PE , bpl q ?V'X- & No STRUCTURAL INSPECTION REPORT 1mmMBV ENGINEERING, INC. Project Number: 16-0147 MOIA BOWL=S VILLAMMAR & ASSOCIATES CIVIL ■ STRUCTURAL ■ SURVEYING ■ ENVIRONMENTAL Project Name: Sebastian Golf Course Storage Bldgs 1835 20th Street ■ Vero Beach, FL 32960 772.569.0035 • Fax: 772.778.3617 Inspection Date: 8/18/2016 www.mbveng.com rAN3728 Weather: Sunny Owner: City of Sebstian Permit #: 2014090690 Contractor: Kern Construction Inspector: Terence Schlitt, PE Project Address: 202 Airport Dr. East Qualified By: Rodolfo Villamizar, PE Unit(s): Main Storage Bldg Discipline: Special -mesh Type of Inspection: Initial — Partial-Fiflaf— Reinspeet ter= Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds _ Concrete Placement for column(s) Cmu wall Erection/Placement, Fill Cell Rebar, Horiz J.R. _ Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) Approved 1DAppro'ved as Noted El Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Inspected visible areas of all colums except line 1 at the interior office area VERBAL INSTRUCTIONS: Remove finishes at office area for inspection I I I I "// NOTES: Missing anchor bolts at overhead doorjamb near line 5B - . k �W— S1 Flo INSPECTOR: Terence Schlitt, PE 81238 CERTIFIED BY: Rodolfo VY1amdar, PE d0p; I Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing X Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final X Other (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) Approved 1DAppro'ved as Noted El Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Inspected visible areas of all colums except line 1 at the interior office area VERBAL INSTRUCTIONS: Remove finishes at office area for inspection I I I I "// NOTES: Missing anchor bolts at overhead doorjamb near line 5B - . k �W— S1 Flo INSPECTOR: Terence Schlitt, PE 81238 CERTIFIED BY: Rodolfo VY1amdar, PE d0p; I MEN STRUCTURAL INSPECTION REPORT Emma M BV ENGINEERING, INC. Project Number: 16-0147 MOIA ROWLB VILLAM17AR & ASSOCIATES CIVIL ■STRUCTURAL ■SURVEYING ■ENVIRONMENTAL Project Name: Sebastian Golf Course Storage Bldgs 1835 20th Street ■ Vero Beach, FL 32960 772.569.0035 • Fax: 772.778.3617 Inspection Date: 8/18/2016 www.mbveng.com CAN3728 Weather: Sunny Owner: City of Sebstian Permit #: 2014090690 Contractor: Kern Construction Inspector: Terence Schlitt, PE Project Address: 202 Airport Dr. East Qualified By: Rodolfo Villamizar, PE Unit(s): Main Storage Bldg Discipline: Special-ThFeslield Type of Inspection: —Initial— Partial—FiaaiReinsperAien — Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) Cmu wail Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing X Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final X Other (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) DApproved Approved as Noted �X Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Inspected visible areas of all colums except line 1 at the interior office area VERBAL INSTRUCTIONS: ` Remove finishes at office area for Inspection �� t1lZAR NOTES: - p �,� moo° •, 2 d Missing anchor bolts at overhead doorjamb near line 5B = J 01 v� --- �, of. INSPECTOR: INSPECTOR: Terence Schlitt, PE 81238 CERTIFIED BY: Rodolfo Villa iza E 000, S 021620 MEN STRUCTURAL INSPECTION REPORT MMBV ENGINEERING, INC. Project Number: 16-0147 MOIA BOWLES VILLAMIZAR & ASSOCIATES CIVIL ■ STRUCTURAL ■ SURVEYING ■ ENVIRONMENTAL Project Name: Sebastian Golf Course Storage Bldgs 1835 20th Street • Vero Beach, FL 32960 772.569.0035 ■ Fax: 772.778.3617 Inspection Date: 9/6/2016 www.mbveng.com CAa2728 Weather: Sunny Owner: City of Sebstian Permit #: 2014090690 Contractor: Kern Construction Inspector: Terence Schlitt, PE Project Address: 202 Airport Dr. East Qualified By: Rodolfo Villamizar, PE Unit(s): Main Storage Bldg Discipline: Special T-hFesheld Type of Inspection:—InitialPaFfia1-- Final Reinspection Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement _ Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) Cmu wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) ElApproved [-]Approved as Noted Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Inspected all remaining areas for structural steel Anchor bolts missing from last inspection were in place and in compliance VERBAL INSTRUCTIONS: &R I Am. NOTES:ro r A� '� * _1. Q: ZZ i �Z ; to 1.0 INSPECTOR: INSPECTOR: Terence Schlitt, PE 81238 CERTIFIED BY: Rodolfo Villamizar, WW660 bldg. 0 Metal Floor Decking Metal Roof Decking X Structural Steel Column(s) Erection X Structural Steel Horizontal Framing X Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors X IStructural Final X Other (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) ElApproved [-]Approved as Noted Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Inspected all remaining areas for structural steel Anchor bolts missing from last inspection were in place and in compliance VERBAL INSTRUCTIONS: &R I Am. NOTES:ro r A� '� * _1. Q: ZZ i �Z ; to 1.0 INSPECTOR: INSPECTOR: Terence Schlitt, PE 81238 CERTIFIED BY: Rodolfo Villamizar, WW660 bldg. 0 ?f INIME3 s ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CIVIL. STRUCTURAL.: SURVEYING o ENVIRONMENTAL 1835 20th Street . Vero Beach, FL 32960 772.569.0035 . Fax: 772.778.3617 www.mbveng.com Owner: City of Sebstian Contractor: Kern Construction STRUCTURAL INSPECTION REPORT Project Number: 16-0147 Project Name: Sebastian Golf Course Storage Bldgs Inspection Date: 9/6/2016 Weather: Sunny Permit#: 2014090690 Inspector: Terence Schlitt, PE Project Address: 202 Airport Dr. East Qualified By: Rodolfo Villamizar, PE Unit(s): Main Storage Bldg Discipline: Special 4hfe&hol4 Type of Inspection: Initial PRI'tial Final Reinspection Foundation Reinforcement Foundation Concrete Placement Floor Slab (SOG) Reinforcing Steel Placement Floor Slab (SOG) Concrete Placement Elevated Slab Concrete Placement Elevated Slab Reinforcement Steel Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) Cmu wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping as Noted ADDITIONAL INFORMATION INSPECTED a Metal Floor Decking Metal Roof Decking Structural Steel Column(s) Erection Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final Other (Use Additional member/Area Below) Pending L_J Rejected Inspected all remaining areas for structural steel Anchor bolts missing from last inspection were in place and in compliance VERBAL INSTRUCTIONS: *KERNS C O N S T R U C T 1 O N 5 ONE YEAR WARRANTY LETTERS 1. Kerns Construction & Property Management Corp. 2. A-1 Construction Co., Inc 3. All-American AC, Inc. a. Mitsubishi Electric M Series Split AC & HPS 4. Bonded Lightning Protection System 5. Overhead Door of Daytona 6. FV Casano Electrical Contractors, Inc. a. Hubbell Lighting b. Evenlite — Life Safety Lighting Solutions 7. RB Plumbing, Inc. 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR — CG C 059365 #KERNS C O N S T R U C T 1 O N VITETIMMIUM Effective Date: September 21, 2016 KERNS CONSTRUCTION AND PROPERTY MANAGEMENT hereby warrants that all labor performed is in accordance with the contract documents and manufacturers requirements and will be free from defects for a period of one year from the above referenced effective date for the project described as Sebastian Municipal Airport — Golf Course Storage Building . Should any defect develop during the Warranty period the Subcontractor shall make all repairs or replacements as necessary to correct the defect to include repair of other trades affected by the defect at no expense to the Owner. Nothing in the above shall be deemed to apply to work which has been abuse, neglected and/or altered by the Owner, Owner's Agent or by Acts of God. Signature of Owl er or Officer of Company State of FLORID County of p Sworn and subscribed before me this k0 "day of 201�by aMfeL Yklert7& who is ersonall known tome or has produc as proof of identification. Date: / / JULIE J. GUETTLER MV COMMISSION 0 FF923607 EXPIRES Octobw 31 2019 A-1 CONSTRUCTION COMPANY, INC. STATE CERTIFIED ACOUSTIC CEILINGS & DRYWALL BUILDING CONTRACTORS 440 SOUTH MARKET AVENUE CBC #1254504 FT. PIERCE, FLORIDA 34952 PH# (772) 465-6730 FAX# (772) 465-0479 E-MAIL: A1CONS20AOL.COM WARRANTY AND GUARANTEE NAME OF PROJECT: SEBASTIAN MUNICIPAL AIRPORT GOLF STORAGE SCOPE OF WORK: DRYWALL & ACOUSTIC CEILINGS ED &DAVE BLACK FAMILY OWNED SINCE 1974 WE A-1 CONSTRUCTION COMPANY INC., IN ACCORDANCE WITH OUR SUBCONTRACT WITH KERNS CONSTRUCTION CORP AND IN COMPLIANCE WITH THE PLANS & SPECIFICATIONS OF THE ABOVE REFERENCED PROJECT DO HEREBY GUARANTEE AND WARRANTY THE DRYWALL & ACOUSTIC CEILINGS TO BE FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANIAL COMPLETION, 09-21-2016 AND THAT ALL DEFECTS OCCURING AND REPLACEMENT OR ADJUSTMENTS REQUIRED WITHIN THE WARRANTY PERIOD SHALL BE MADE WITHOUT COST TO THE OWNER. NOTHING IN THE ABOVE SHALL BE CONSTRUCTED TO IMPLY THAT THIS GUARANTEE SHALL APPLY TO WORK THAT HAS BEEN ABUSED, NEGLECTED, OR DAMAGED BY OTHERS. SIGNED THIS 10TH DAY OF JANUARY, 2017 BY: OWN R ?A-1NSTRUCTION COMPANY, INC. SUBCONTRACTOR WARRANTY FORM PROJECT: Sebastian Golf Course Storage LOCATION: Sebastian Golf Course OWNER: City of Sebastian GENERAL CONTRACTOR: Kerns Construction We, All-American AC, Subcontractor for Kerns Construction, do hereby warrant that all labor and materials furnished and work performed in conjunction with the above referenced project are in accordance with the Contract Documents and authorized modifications thereto, and will be free from defects due to defective materials or workmanship for a period of 1 year(s) from the Date of Substantial Completion. Should any defect develop during the warranty period due to improper materials, workmanship or arrangement, the defect, including adjacent work displaced, shall be made good by the undersigned at no expense to the Owner. The Owner will give Subcontractor written notice of defective work. Should Subcontractor fail to correct defective work within 60 days after receiving written notice, the Owner may, at his option, correct defects and charge Subcontractor costs for such correction. Subcontractor agrees to pay such charges upon demand. FOR: p - DATE: `5k- lq ^ W 4 MITSUBISHI MITSUBISHI ELECTRIC US, INC. /_ ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 LIMITED WARRANTY STATEMENT Mitsubishi Electric M -Series Split Air -conditioner and Heat -pump Systems Subject to the terms and conditions of this Limited Warranty, the Cooling & Heating Division of MITSUBISHI ELECTRIC US, INC. ('MEUS") warrants to the original purchaser of this MSeries product purchased on or after April 1, 2015 from a licensed HVAC contractor and installed by such contractor in the continental United States, Alaska and Hawaii, that: A. The parts are warranted for a period of five (5) years to the original owner of the System. If any parts should prove defective due to improper workmanship and/or material for a period of five (5) years from the date of installation, MEUS will replace any defective part without charge for the part. Replacement parts are warranted for the remainder of the original 5 -year warranty period. Parts used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. B. The compressor is warranted for a period of seven (7) years to the original owner of this System. If the compressor should prove defective due to improper workmanship and/or material for a period of seven (7) years from the date of installation, MEUS will replace the defective compressor without charge for the compressor. Replacement compressors are warranted for the remainder of the original 7 -year warranty period. Compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective compressors must be made available to MEUS in exchange for the replacement compressor and become the property of MEUS. C. Notwithstanding the foregoing, if the System is installed in a residential single-family home and registered within 90 days from installation, the parts and compressor will be warranted for a period of 10 years, to the original owner, so long as the original owner resides in the home. Specifically, if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of ten (10) years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor. The replacement parts and/or compressor are warranted for the remainder of the original 10 -year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. D. Notwithstanding the foregoing, if the System is installed in a residential single-family home by a MEUS DIAMOND CONTRACTOR and registered within 90 days from installation, the parts and compressor will be warranted for a period of 12 years, to the original owner, so long as the original owner resides in the home. Specifically, if any parts and/or the compressor should prove defective due to improper workmanship and/or material for a period of twelve (12) years from the date of installation, MEUS will replace any defective parts or compressor without charge for the part or compressor. The replacement parts and/or compressor are warranted for the remainder of the original 12 -year warranty period. Parts and/or compressors used for replacement may be of like kind and quality and may be new or remanufactured. Defective parts and/or compressors must be made available to MEUS in exchange for the replacement parts and become the property of MEUS. E. NO LABOR. These limited warranties do NOT include labor or any other costs incurred for service, maintenance, repair, removing, replacing, installing, complying with local building and electric codes, shipping or handling, or replacement of the System, compressors or any other parts. For items that are designed to be maintained or replaced by the original owner, the original owner is solely responsible for all labor and other costs of maintaining, installing, replacing, disconnecting or dismantling the System and parts (such as filters or belts) in connection with owner - required maintenance. Air filter cleaning and/or replacement for each applicable indoor unit are owner -required maintenance, and labor for this procedure is not covered under warranty. Please consult the applicable technical documentation for air filter cleaning and other maintenance procedures. F. PROPER INSTALLATION. This Limited Warranty applies only to Systems that are installed by contractors who are licensed for HVAC installation under applicable local and state law, and who install the Systems in accordance with (i) all applicable building codes and permits: (ii) MEUS's installation and operation instructions: and (iii) good trade practices. IAV� April 2015 M -Series 1 MITSUBISHI MITSUBISHI ELECTRIC US, INC. /%k ELECTRIC Cooling & Heating 1340 Satellite Boulevard COOLING & HEATING Suwanee, GA 30024 G. REGISTRATION. To receive certain benefits under this Limited Warranty, as set forth in more detail above, the product must be registered within 90 days of installation. To register, the original owner may complete and return the postage -paid registration card by U.S. mail or may register the product online at www.mitsubishicomfort.com. MEUS Diamond Contractors may submit product registration information online via the extranet portal. Residents of California or Quebec need not register the product to receive warranty benefits, but are encouraged to do so. BEFORE REQUESTING SERVICE, please review the applicable technical documentation to insure proper installation and correct customer control adjustment for the System. If the problem persists, please arrange for warranty service. 1) TO OBTAIN WARRANTY SERVICE: a. Contact the licensed contractor who installed the System or the nearest licensed contractor, dealer or distributor (whose name and address may be obtained on our website at www.mehvac.com) of any defect within the applicable warranty time period. b. Proof of the installation date by a licensed contractor is required when requesting warranty service. Present the sales receipt, building permit or other document which establishes proof and date of installation. In the absence of acceptable proof, this Limited Warranty shall be deemed to begin one hundred twenty (120) days after the date of manufacture stamped on the System. C. This Limited Warranty applies only to Systems purchased on or after April 1, 2015, only while the System remains at the site of the original installation, and only to locations within the continental United States, Alaska and Hawaii. 2) THIS LIMITED WARRANTY DOES NOT COVER: property damages, malfunction or failure of the System, or personal injury caused by or resulting from: (a) accident, abuse, negligence or misuse; (b) operating the System in a corrosive or wet environment, including those containing chlorine, fluorine or any other hazardous or harmful chemicals or environmental factors, including sea- or salt -water, (c) installation, alteration, repair or service by anyone other than a licensed contractor or other than pursuant to the manufacturer's instructions; (d) improper matching of System components; (e) improper sizing of the System; (f) improper or deferred maintenance contrary to the manufacturer's instructions; (g) physical abuse to or misuse of the System (including failure to perform any maintenance as described in the Operation manual such as air filter cleaning, or any System damaged by excessive physical or electrical stress; (h) Systems that have had a serial number or any part thereof altered, defaced or removed; (i) System used in any manner contrary to the Operation Manual; 0) freight damage; or (k) damage caused by force majeure or other factors such as power surge damage caused by lightning and fluctuations in or interruptions of electrical power. 3) THIS LIMITED WARRANTY ALSO EXCLUDES: (a) SERVICE CALLS WHERE NO DEFECT IN THE SYSTEM COVERED UNDER THIS WARRANTY IS FOUND: (b) System installation or set-ups; (c) Adjustments of user controls; (d) Systems purchased or installed outside the continental United States, Alaska and Hawaii; or (e) Systems purchased or installed prior to April 1, 2015. Consult the operating instructions for information regarding user controls. 4) This Limited Warranty shall not be enlarged, extended or affected by, and no obligation or liability shall arise or grow out of, MEUS providing, directly or indirectly, any technical advice, information and/or service to original owner in connection with the System. 5) EXCEPT AS OTHERWISE PROVIDED IN THIS LIMITED WARRANTY, MEUS MAKES NO OTHER WARRANTIES OF ANY KIND WHATSOEVER REGARDING THE SYSTEM. MEUS DISCLAIMS AND EXCLUDES ALL WARRANTIES NOT EXPRESSLY PROVIDED HEREIN AND ALL REMEDIES WHICH, BUT FOR THIS PROVISION, MIGHT ARISE BY IMPLICATION OR OPERATION OF LAW, INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY, NON -INFRINGEMENT OF THIRD PARTY RIGHTS, AND OF FITNESS FOR ANY PARTICULAR PURPOSE. NO ONE IS AUTHORIZED TO CHANGE THIS LIMITED WARRANTY IN ANY RESPECT OR TO CREATE ANY OTHER OBLIGATION OR LIABILITY FOR MEUS IN CONNECTION WITH THE SYSTEM. MEUS DISCLAIMS ALL LIABILITY FOR THE ACTS, OMISSIONS AND CONDUCT OF ALL THIRD PARTIES (INCLUDING, WITHOUT LIMITATION, THE INSTALLING CONTRACTOR) IN CONNECTION WITH OR RELATED TO THE SYSTEM. 6) UNDER NO CIRCUMSTANCES SHALL MEUS BE LIABLE FOR ANY INDIRECT, INCIDENTAL, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING, WITHOUT LIMITATION, INFRINGEMENT OF THIRD PARTY RIGHTS, LOST GOODWILL, LOST REVENUES OR PROFITS, WORK STOPPAGE, SYSTEM FAILURE, IMPAIRMENT OF OTHER GOODS, COSTS OF REMOVAL AND REINSTALLATION OF THE SYSTEM, LOSS OF USE, INJURY TO April 2015 M -Series 2 MITSUBISHI ELECTRIC COOLING & HEATING MITSUBISHI ELECTRIC US, INC. Cooling & Heating 1340 Satellite Boulevard Suwanee, GA 30024 PERSONS OR PROPERTY ARISING OUT OR RELATED TO THE SYSTEM WHETHER BASED ON BREACH OF WARRANTY, BREACH OF CONTRACT, TORT OR OTHERWISE, EVEN IF MEUS HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IN NO EVENT SHALL MEUS'S LIABILITY EXCEED THE ACTUAL PURCHASE PRICE OF THE SYSTEM WITH RESPECT TO WHICH ANY CLAIM IS MADE. 7) SOME STATES DO NOT ALLOW LIMITATIONS ON WARRANTIES OR EXCLUSIONS OR LIMITATION OF DAMAGES, SO THE ABOVE LIMITATIONS OR EXCLUSIONS MAY NOT APPLY. 8) DISPUTE RESOLUTION. For any dispute with MEUS, you agree to first contact us by phone (800-433-4822) or e-mail (CustomerCare@hvac.mea.com) or U.S. Mail at Mitsubishi Electric US, Inc., ATTN: Customer Care, 1340 Satellite Blvd., Suwanee, GA 30024, and attempt to resolve the dispute with us informally by providing your name, address, and contact information and describing the nature of the dispute. In the unlikely event that MEUS has not been able to resolve a dispute with you within 60 days of your original informal claim (or sooner if, in MEUS's opinion, a dispute is not likely to be resolved within 60 days), we each agree to resolve any claim, dispute, or controversy arising out of or in connection with or relating to this Limited Warranty, or the breach or alleged breach thereof (collectively, "Claims"), by binding arbitration before an arbitrator from Judicial Mediation and Arbitration Services ("JAMS") located in Gwinnett County, Georgia. JAMS may be contacted at www.jamsadr.com and will require you to pay an initial filing fee set by JAMS (unless you successfully apply for a waiver of this fee from JAMS). All other JAMS costs associated with the arbitration will be bome by MEUS. The arbitration will be conducted in Gwinnett County, Georgia, unless you request an in-person hearing where you live, or if you and MEUS agree otherwise. If the arbitrator decides in your favor, the award may include your costs of arbitration, your reasonable attorneys' fees and your reasonable costs for any expert and other witnesses, and any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. If the arbitrator makes an award in your favor greater than MEUS's last written offer, MEUS will pay you the greater of the award or $500, plus your reasonable attorney's fees, if any, and reimburse any reasonable expenses (including reasonable expert witness fees and costs) that are reasonably accrued for investigating, preparing, and pursuing your claim in arbitration, as determined by the arbitrator or as agreed to by you and MEUS. Any judgment on the award rendered by the arbitrator may be entered in any court of competent jurisdiction. You may sue under state law in a small claims court of competent jurisdiction without first engaging in arbitration, but you must engage in arbitration before suing under the Federal Magnuson -Moss Act. 9) All claims must be brought in the parties' individual capacity, and not as a plaintiff or class member in any purported class or representative proceeding. This waiver applies to class arbitration unless such arbitration is necessary to effectuate the enforcement of the court class action waiver or in the event that class arbitration is expressly agreed to by MEUS. You agree that you and MEUS are each waiving the right to a trial by jury or to participate in a class action. 10) You may opt -out of the foregoing arbitration and Gass action/jury trial waiver provision of this Limited Warranty by notifying MEUS in writing within 30 days of purchase. Such written notification must be sent to Mitsubishi Electric US, Inc., ATTN: Legal, 5900-A Katella Avenue, Cypress, CA 90630, and must include (1) your name, (2) your address, (3) your warranted product's serial number, and (4) a clear statement indicating that you do not wish to resolve disputes through arbitration and demonstrating compliance with the 30 -day time limit to opt -out. 11) If any clause herein is found to be illegal or unenforceable, that clause will be severed from this Limited Warranty and the remainder of the Limited Warranty will be given full force and effect. As noted above, if a class action waiver of both court and arbitration class actions is found unenforceable, class arbitration will be expressly allowed under the Limited Warranty. 12) Residents of California and Quebec do not need to register the product in order to get all of the rights and remedies of registered original owners under this warranty. 13) This Limited Warranty gives the original owner specific legal rights and the original owner may also have other rights that vary from state to state. 14) This Limited Warranty is valid only in the continental United States, Alaska and Hawaii, and it is not transferable April 2015 M -Series PONDED ® LIC- ECTION Sept. 21, 2016 Kerns Construction and Property Management Corp. Attn: Chuck Kerns ckernsna,kernsconstruction.net Project: Sebastian Municipal Airport Golf Course and Chemical Storage Building Sebastian, FL Subject: Lightning Protection System - WARRANTY Chuck: Please be advised that there is a one-year warranty on all parts and labor from the date of substantial completion on the above -referenced project. If we can be of any further assistance, please do not hesitate to contact this office. Very truly yours, Am BONDED LIGHTNING PROTECTION Patrick Dillon Vice -President © Protecting People, Property & Assets P: 561.746.4336 1 F: 561.747.8233 1 2080 W. Indiantown Road, Suite 100, Jupiter, FL 33458 P: 813.530.0020 1 333 N. Falkenburg Road, Unit D-001, Tampa, FL 33619 1 bondedlightning.com WARRANTY ©Overhead Door Corporation Operation & Maintenance Manual: Rolling Doors The Genuine. The Original. fAl0 1 , • ,� C�EIPYiEEMI,i �IIIIr CLit Y�.iIIYMttQkt XIIr 90eries 79OTP, 78IJT3D, aub 770,1&,-5 �III1tYt� �iEEEt �IIQYS Overhead Door Corporation (Seller") warrants to the original purchaser of the Series 790CW, 780CD or 770SS Rolling Sheet door identified below (the "Product"), subject to all of the terms and conditions hereof, that the Product and all components thereof will be free from defects in materials and workmanship under normal use for the following period(s), measured from the date of installation: ONE (1) YEAR ON ALL PARTS AND COMPONENTS Seller's obligation under this warranty is specifically limited to repairing or replacing, at its option, any pan which is determined by Seller to be defective during the applicable warranty period. This warranty is made to the original purchaser of the Product only, and is not transferable or assignable. This warranty does not apply to any unauthorized alteration or repair of the Product, or to any Product or component which has been damaged or deteriorated due to misuse, neglect, accident, failtne to provide necessary maintenance, normal wear and tear, or acts of God or any other cause beyond the reasonable control of Seller. THIS WARRANTY IS EXCLUSIVE AND IN LIEU OF ANY OTHER WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT SHALL SELLER BE RESPONSIBLE FOR, OR LIABLE TO ANYONE FOR, SPECIAL, INDIRECT, COLLATERAL, PUNITIVE, INCIDENTAL OR CONSEQUENTIAL DAMAGES, even if Seller has been advised of the possibility of such damages. Such excluded damages include, but are not limited to, loss of goodwill, loss of profits, loss of use, cost of any substitute product, interruption of business, or other similar indirect financial loss. Claims under this warranty must be made promptly after discovery, within the applicable warranty period. and in writing to the Seller or to the authorized distributor or installer whose name and address appear below. The purchaser must allow Seller a reasonable opportunity to inspect any Product claimed to be defective prior to removal or any alteration of its condition. Proof of the purchase and/or installation date, and identification as the original purchaser, may be required. Product Type: MODEL 790 SHEET DOOR (S) Customer Name (original Purchaser): KERNS CONSTRUCTION Customer Installation Location: SEBASTIAN AIRPORT STORAGE BLDG Date of Installation: Name of Distributor/ Signature of Distribt 0900-922 pmm=mm� c Overhead Door Corporation 2501 S. State Hwy 121 Bus., Suite 200 Lewisville, TX 75067 1-800-929-3667(DOOR) www.overheaddoor.com ;ERNS aQ111!51f.RU,Q1I.N WARRANTY LETTER AND AFFIDAVIT FV CASANO ELECTRICALCONTRACTORS, INC. Effective Date: September 21, 2016 FV Casano Electrical Contractors. Inc. hereby warrants that all labor and/or material performed and/or supplied is in accordance with the contract documents and manufacturers requirements and will be free from defects for a period of one year from the above referenced effective date for the project described as Sebastian Municipal Airport - Golf Course Storage Buildings . Should any defect develop during the Warranty period the Subcontractor shall make all repairs or replacements as necessary to correct the defect to include repair of other trades affected by the defect at no expense to the Owner. Nothing in the above shall be deemed to apply to work which has been misused, abused, neglected and/or altered by the Owner, Owner's Agent, vandalism, terrorism or by Acts of God. Dated ontJ( 1, State of Florida County of Indian River Company Name: F.V.rssanoEleetQaI Contractors Inc. Signature: r- /� Printed Name 1.-, 1,, Oases ro y Title of OfficeK-- Yypa tie.,)- - Acknowledged before me this 16 Dayy,, of ) 20_LL by 1[J on behalf of Z, V ('ct5 o Pled( 00nWoCkr who is Personally known to me has produced as identification. Notary Public Si at e: Printed Name: N NoUrypuOfe SUUdFb Wes 1711— Commission Expires: I t ? Shannon L Dugan cMy Commis" GG 050892 .av Expim nnarmso HU86ELL Fttthbdl �� MOO= And bdttgbW TERMS AND CONDITIONS OF SALES Hubbell Lighting, Inc., Outdoor and Industrial Lighting Division (including Devine. Spaulding, Sportsliter Solutions, & Starner), (hereinafter "HLOI") HLOi hereby gives notice of its exception to any different or additional terms and conditions other than as stated herein. All sales are expressly made conditional on Buyer's assent to the following terms and conditions. Buyers acceptance of the provisions of I -11-01's terms and conditions as recited herein shall be conclusively presumed on Buyers receipt of the goods, or if no written objection is received by HLOI within fifteen (15 ) days from the date on HLOI's order acknowledgement, whichever event shall first occur. These terms and conditions constitute the entire agreement between I ILOI and the Buyer, and supersede other communications between the two parties, whether written or oral. PRICING Refer to appropriate price schedule, unless nrherwis•e quoted TERMS HLOI 's terms are I% !0"' proximo, net 25"'. unless otherwise quoted or indicated on the force of H1.01's invoice. Invoices dated the 24•^ thrnuah 31" will he considered as dated on the first day of the fi,IlowinQ month. Invoices will he dated the day of shipment. No discount on export or any special packaging charge. No discount on freight. A service charge of 1 1/2% per month or, lfsuch rate exceeds the m arimunt lawful rate, the maximum lawful rate shall be assessed on all past due payments and shall be payable on demand QUOTATION PRICE PROTECTION All prices shown in the price lists are subject to change without notice. All quotations on special products or modifications to catalog Nems are binding only ifconfirmed in writing by the factory for the period .shown on the quotation .Price protection will he provided fair a period of thirty days from chile o felunialion Jrom HLOL Hold Jor release order.% for u specifa: fob will he provided price prosection frrr 150 days from lite date the order is received, with 1% escalation each month thereafter, unless otherwise quoted. SALES AND SiMILAR TAXES HI,OI 's prices du not include Federal. State or Muntcipal zules, use, excise or similar taxes. Consequently, in addition it) the price spec f ed herein, the amount of uny present or future sales, use. erase or other smidur tar applicable to the sale or use aJ7he equipment hereunder, shall be pard by the Buyer, or in lieu thereof, the Buyer shall provide HLOi with a tax exemption certificate acceptable to the taxing authorities. ACCEPTANCE OF ORDERS All orders are subject to acceptance by 1-11,01 at Hubbell Lightmgs main office at 701 Millennium Blvd. Greenville, SC 29607 and to -HLOI Terms and Conditions of Sales. " Arty other terms proposed by By ver are not allowed unless expressly accepted in writing. Accepumce ofunv order is subject to availability ti/product and tie uhihry of HLOI to deliver. Orders trill he hilted at prices pot effeel et/ time tJshrpmemt unless otherwise agreed. All orders are taken and prices quoted only wth the understanding that each order .shall he .subject to the acceptance- of Hithhell Lighting at its principal office its South C•arolma upon such terms us we muyspec!fy when the order is received. Buyers placing orders who are not uppointed to purchase and sell 11LO1 products will he referred lit the closest appointed stocking chsrrihtto• in their area. Prices suhleci to increase to cover onrnum of any sales or excise lux which now or herentafler ntuv he imposed by tiny taxing authority upon 1lu.s merchandise or the sale or manulacture thereof. SALES Bi' AGENTS Soles by cageoit% or through overseas reprewnifinves .shall he fit prices. term,. and conditions n/ sale .+peer%red by H1,01. .411 mvnice% will be issued by and payment ramified it) HLOL DELAi' HLOi will use• reavonable allor•t% to meet slnpruert or delivery dates specified by HLOI, but such dotes arc esrnnures only. HLOI shall in no evert he liablefor arty delav or nondelivery t1:such delay or nondelivery is caused threclly or indirectly by Acts uJ Gaal, lire, float!, strike or lockout or other luhor dlspitte, accident, civil commotion, riot, war, governntental regulation or order, whether or not it luier proves to be invalid, or front any utter cause or causes (whether or not sporular In any of the fnregoporgl beyond HL.O!'% control. ht no cure will HLOI be liable li)r loss of prq irs or unv mthrect, speriul, incidental. multiple. punitive or comequentral damages our account of an►• delay in delivert• or nondehvery whether or not excused hereunder. SHIPPING DEFERMENT Buver requests for shipping deferment must he approved by HLOI and are subject to price negotiation. LIMITED WARRANTY AND LIMITATION OF LIABILITY AIA 77- li'IAL. IWien properly ursiulled pursuant to lire written specilirfittrnr.s, labels and other written ins ructions of HI.OI, and compliant with local and or national codes, under normal conditions of use. 111.01 tiorrams all products sold by it to be merchantable (as such tern, is defined in the 1:nrfvrm Commercial Code) and to he /reef "tour defect+ in mutest and workmanship for u period of (me year (unless otherwise .specified in writing by 111.01) f •om date of shipment. Buyer must notify 111.01 proarpily of any claim under this warran{v. The Buyer's exclusive remedy for breach of the warranty shall he the repair or replacement. 1-:0.B. factory, al HLOI's option, of tion, prnduicr defer live under the warranty, which, is returned to HLOI within one )var front the dame of shipment, except as noted below (or otherwise speclied in writing by 111,01. NO 0771ER WARRANTY, WHE"1'HAW EXPRFSS OR ARISING BY OPFRA'1'10A; COI1RSIi OF DL'ALING, 1/SAGE OR TRADE OR OTH1iRWISF. IAWL11-.7), SHALL. EXIST IN ('ONNL•7'7`1OA1 WITH 11LOPS PROPUC7S OR ANY SAL 1: OR 1 LSI; '1'H1iRI:Of: 111.01'.s warranty shall run only to the first Buyer of a product from 11L01,.from HI.OI's Bu),er, or from an nriginul equipment manufacrurer reselling H1.01's product, and is non-a.Wgnuhle and non-lronsferuble and shall be c J no i,rce and effect if asserted by any person other than such first Buyer. LX0,11S10N,S: 1hi% warrant t,v dues not apply to and 111.01 shall have no hubilrtvfnr anyfurhure of the prodrtc•ts or damage clue inadequate or improper installation, nverloadmg, intsuse, ethuse, accident or neglect: (it) uherations, mudilkwtro %, misapplication or repairs made to the products by Buyer or ushers; 0u1 fittgue failure orsimilar phenomena resulting Jrom induced vibrations, harmonic oscillation or resonance associated with nurvenie pot of oar currenis around the product: (it) structural de feats in or damage to unv proper•tu If the products ore used or existing fntmdottons or anchorages, the Buver (assumes fill responsibility for the .slrnctttrul integrity til existing fi)undations, anchurfige or.sn•uctures and all consequences arising from their use. Further, rther, thus warranty does nal include reiinbur%v inen1 Jin• the expanses of labor, transportation, removal or remstalluuon uJ the prothaxs. APPLICAT10N. 111,01 docs not warrant the accuracy of and rentlts Jrom product or sysrcm p><:rft,rmance recommendations resulting Jrom arty engineering analvsys or sittdv. this applies regardless (y whether a charge is made fin- the recommendulurn, or if it is provided free of charge. Respoirsihrlit),.for selectlrrtt of Me proper product or upplicanon rests solely with the Brayer. In the evert of en -ors or moccurucies acre determined to he caused by 111.01, its habrlHv will be limited to the• reperformunc'e ofuny such analysis or study. I'URCHASI,'R 1N:41'1sZ:T1()Ai.4: 1"csis, nnlxctirtn.c aid ucc e/inance of all material must he made tit the furrow. Buyers Inspectors are welcome at the factories during normal husine;s hours and subject to reasonable prior nonce, and shall be provided with the necessary facvlittes••fbr currying our their work. Aiaame rand phone number of who .should he c•omucred lin• nn.spechon .should be given to 111,01 nu later than is, i, creeks pi -tin- /, scheduled shipment (lute. LIA117AT10:VOFLIABILITY: INNOEl-hA'T 11711:T11hRASA R1iSU1.7'OFA BREACH (JFCONT'R CI! 'TORT; S7'RIC'1' LIA1311.177, II;IItIC.4N7'Y Olt ,4LLL•'(;I'D ,Vh7:LIGI;NC'1;, SHALL 111,01 HELIABLE FOR ANY lND1REC7; SI'k-CIAL, INCIDI_MAL, AIULT1P1.1., 1'11A11T1VE-ORCOAr.SlilNIP.N'1'IAL DAMAGA'S INCLUDING, 8111' NOT LIMI'TE'D TO, LO." OF PROFITS OR REVENUE, LOSS OF C1Sr O1 ' THE EOI !1l1tL9,'N7' 01?.4NY ASSOC'IA"I'F.'D F.C)1,11'M1;7VT, LOSS OF C AI IIAI_, COS7'OFSUBSII7'U7'P--EQI!IT'All„V7; 1•AC'IL17'11iSOR SF.R1/1C'ES, DOIVNT1MF. C OS7;S, OR Dh;7.AYOR I•AI1.I/R1 TO PERI.YJR 1 THIS WARRANTY OBI./GA 77ON, OR C'I.AIAIS OF THIRD PART 11::5 AGAINST' Blll'1: R, ARISING 01 'T OF OR IN CONNECTION I FIT H THl: SAL1i, INS7ALI.A 11ON, 1 -Sr OF. INABIL117 TO 11,Sr, OR THEREPAIR OR RLTLAC1iMrNT OF HIOI'.Sl'ROI?1'('':S. L�'.1'(t 1:'l'1::1lT.SN..•!!L .t•1L(11:5TOT:-".1. r.::li:lrl�•v.•/si, }��vl�r�.'.5(ns•:;�15'l�,r; c►r�rtl.r'"r�.:�, EXCEL*[) THli l'URCHASl:1'lt1C'1; PAID '7'0111,01 FOR THE 1'ROD11C'T PUR(7MS1iD BY BUYLR HARI:UNDL7i. Any claim by Buver for breach ojthe foregoing wurra ti, shall be deemed waived by Bt"r tnhs.s submitted to 111.01 in writing within thtrl_v (30) days from the date Buyer discovered, or by reasonable inspection should have discovered the alleged breach. Any cause of action fair breach of the f(nregoing warraniv shall he brought within one year after the cause of ucnon has accrued. FREIGHT ALLOWANCE AND F.O.B. POINT All shipment.; are F.O.B. origin. Risk of loss and title of goods shall po%-s /) Buyer upon delivery o, the deOgnale•d carrier. Freight is prepaid and allowed on all shipments of products svith u net order value of 51,1100 anti above to destinations within the Contiguous IInited States A 10% shipping and handling charge will he added to all standard shipments under ti 1,000 net value. Consult f rcuiries fiir applicable terms and conditions outside the contiguous United States. ill. 0/ reserves the right to route qualified freight allowed shipments via least expensive surface roue within tine Contiguous I hated Slates. Buyer will assume till charges for fransporlulon specified via inure expensive means. Acceptance of'a specified rouing does not constitute it guar nlee ('f slip dale, transit time or arrival duce. HLOI will not he responsible for any cartage or .storage charges at destination. H1.01's responsihiliiv for exception -free delivery reuses when the transportation company receives shipment in good condition. CYanhs Jot -loss or daulage must he reported directly to the carriev 111.01% srdlingneCs to tissisa dot's non intheale• htthility for chain or replacement. PARTIAL RELEASE /fan order has multiple relca;es specified by the Buyer, each release will be Ire ated as individual orders, relative to freight allowance and nrinintun billing. BACK ORDERS Back orders that ore the responsibditvo1711.01 will he shipped V O.B. • fucton) or point of shipment with freight prepaid and allowed via the inose cos/ ellecnve method, providing the or Lginul order qualified fur freWhi allowance. WiLL CALL ORDERS All orders entered lar l•Vill-Cull and not picked Ip within live days; will he slipped to Buyer and tippropriare freight and handling charges applied. MiNIMUM BILLING Standard Orders - S50 net per order. Parts - S50 net per order. CANCELLATIONS Cancellutions ofan ardor /or current stock product requires it ntmmuan of three (3) days' notice prior it) actual ship die. Accrual ship (kite could he tip to (j) working dgys prior to promise date oil acknowledgement. Stock item orders slipped after cancellation notice is received, but before erpirullon (jthe (4) div requirement, will he suhleci if) till standard Returned Goods. conditions. Cancellation of inn -stock items may he etude ornly if nu wor,I hats oven performed aur material purchased, if cancellation is requested after work is in progress, there will he u cancellation charge (is established by HLOI. Orders mets not he cancelled unless HLOI gives its written consent, and then only upon agreement its to the applicable cancellation charges. RETURNED GOODS GENERAL CONDITIONS applying to all transactions: 1. Merchandise is nor returnable without the written concent of I1LO1. 2. Request for permission to return merchandise must he made in writing within 90 days fiont (kite ol.chipmem ural expires 111 days after receipt except defective products, and Buyer must provide original 111.01 Invoice number. 3. All returned goods must he In excellent, resaleable condition and packaged in the original carton. Products will he inspected ilpoil re'turr. and any serVh't• or ,•c7kiir Iwe ded 1:; r1ace ihenl its err: ,: �_:5.;, : t:ii ::!'1�' �;:Indi: lin: :/ :;i �'� :!tai!•c;eal ::/iii _aai[li al i.i :iii restocking charge. A 3.i% minimum restocking charge on standard product will be deducted, from till crests Issuer/ on ctuihori_ed .clundkird protluct returns. Cretht will be issued bused on original invoice or price tit elfeci tit the time of the return shipment, whichever i.% lower. 4. Return Goods Authori_anon (R(;A) fucking List, .supplied hY the factory, must uccompanv file return shipment. j. Return freight must he prepaid. Material must be received hY 111.01 within miter y (90) bays of issuance k f RGA. 6. Net value of the return must not he less that S250. 7. HLOI reserves the right to deduct./or any damage sustained n lruawt' tl. 1Inuuthorl_cd returns will he relused, hqurpntem returned without proper uuthorr_ation from 111.01 will. at the sole option of -111,01, be returned to Buyer freight collect, or scrapped immediately with no Issuance ofaredit. Ihhauhori:ed material included in a return will not he credited All nun -stocking, special or custom made product or poles are not returnable. 9. if tile return of goods is made necessury through tint faun of 111.01 and perrni cion Is granted for its return, 111.01 will give lull credit including kill transportation charges if returned per transportation ruuimg instructions on the RGA. 10. On direcr .shipment orders, returns will he allowed up to j% of the original (hrect shipment order. 11. Me Buyer shall remain absolutely liable for the purchase price ofall merchandise, and 111.01 will not he hound by terns and conditions Imposed by any third party. PRODUCT SPECIFICATION HI.Ol reserves the right to discontinue tem.;, modijy designs, and change• .spec•{ficutionc or prices without incurring unv hahili(Y. INVOICING A11 Invoices are due and puvahle per the .standurd tants stated herein. In tine cense• of un apparent discreponev In u lite item charge, the Btaver is ohligated n) advisee Huhbell /sighting Caiionner Scrvic•e in uvitng q/ the nature q/ the chinned th.screpanc*v within five (i) dentis ofreceipt althe Invoice. Mit includes all requecls for proof t f deliver v..4 claim of discrepancy does not relieve Buyer of the absolute obkgation to pi{v (lie remaining balance of the invoice in accordance with the standard tertius of payment. HI.Oi, Mier re view, 14t/1 bower sole discretion to resolve the dhscre panty: and the Iluver expressly agyces to ahide by HI.O/'.s decision. HLOI will pronptivadvise Buyer of Its deciston regarding env disputed vents or charges. CONFIDENTIALITY Buyer agrees that till information furnished by HLOI tit connection with the sale (!f items will he confidential. 17te Buyer agrees not to disclose anv such mlorniatiun to um other person, or use such information >r unv purposes other than performance hereunder. OSHA H1,01 wurrums that at time q shipment, the equipment will conform to the upphcahle occupational safety and health .standards promulgated pur%uum to the 1 ederal Occupational Safely and Health Act of 7)70, which are tit effect on the date that H1,01 enters its acknowledgement of Buyers order. Thr Buvers exclusive remedv and 111.01shahihty fe,r breach of this warranty is limited to replacement of the nonconforming equipment. FAIR LABOR STANDARDS ACI' AS AMENDED H1.01 represents that any goods to he delivered hereunder will he produced to compliance with the requirements of the 1•inr labor Standards Act of 1938, as amended. NOTE, These Terms anti Conditions supersede all those published and issued previously by Hubbell Lighting, /tic. GENERAL .�ri1:tAS:nlInIcT:1ail..":n12ts iit.'i_J1ut.'�I7j l�ll:tl'1c:iriui[J', ri1./" written consent of 111.!)1 shall he void. No waiver by HLO1 or anv de%auh shall operate as a waiver of uny other default or al the same deluuh on a future occasion. H1.01 shall have the right to credit toward the payment of unv monies Ilia/ may become due linin Buyer, unv amounts that may now or hereafter be owed by Brayer under this or any other agreement or transaction between n H1.01 anti Buten The construction, interpretation and pe t formunce a f HLOI and Buyer hereunder and all iransac hom here under shall he governed in accordance with the laws of the State (Y:South Carolina. Venue for any litigation arising hereunder shall lie exclusively in the State and federal Courts of smah l •ar ohma ACCEPTANCE/GOVERNING TERMS: These Terms and Conditions of Sale ("Agreement") snail appy to all sales of products by Evenlite, a Corporation of the State of Pennsylvania. As used in these Terms and Conditions of Sale, "we", "factory", and "our' shall refer to Evenlile. Unless specifically agreed in writing by an authorized representative of Evenlite, any different or additional terms and or conditions proposed by any customer in a purchase order. response to quotation, or other proposal are hereby rejected by Evenlite. and shall not be incorporated Into the agreement for sale of Evenlile pr^.n 1Cts.-'s'omer's assent In mese Terms and Condffion< m See shall b -,riu SVeh, prem m -m tom .5rnmer � P 0 ... lue!F quoted by Evenlite, customer's failure to object in writing to mese Terms and Conditions of Sale, and or customer's acceptance of all or part of any products ordered. It Evenlite is found to have acknowledged customer's order or proposal, and such acknowledgment constitutes an acceptance of an offer, such acceptance is expressly made conditional on customer's assent solely to these Terms and Conditions of Sale, which shall form part of the acknowledgment, and acceptance by customer of any products shall be deemed to constitute such assent. If any quotation or other document of Evenlile Is deemed to constitute an offer to customer, customer's acceptance of such an offer is limited to these Terms and Conditions of Sale. TERMS OF PAYMENT: Terms of payment for Even@e shall be NET 30 days. No discounts are allowed without poor approval in writing by an authorized representative of Evenlile. A service charge of 1.5% per month will be charged by Evenlite or its authorized collection agency on any customer balance due at the end of the month following the month of billing. Should it become necessary for Evenlite to institute formal collection proceedings to collect any past due amounts from the customer; Evenlite shall be entitled to recover its attorney's fees and other costs associated with the proceedings. Notwithstanding the acceptance of any order by Evenlite, we reserve the right not to ship material to any customer not paying in accordance with our terms or who in the sale opinion of Evenlite, may be unable to meet its payment obligations to Evenlite. FREIGHT TERMS: Freight will be prepaid and allowed by Evenl"de for orders totaling $1,500.00 or more for both tritium seff-luminous products or electrical products(does not include Lite Minder Central Inverter Systems), or any partial releases meeting the set criteria that Is to be shipped within the limited continental United Slates. For combined orders consisting of Central Inverter Systems and unitary equipmenVexit signs, unitary equipment/exit signs must still meet $1500.00 minimum for pre -paid freight Outside the continental United States, customer should consult factory. Orders not qualified for paid freight will be shipped with transportation charges prepaid by Evenlite, and added to customers' account. Partial .. shipments will be made at the direction of the customer, provided the customer pays excess freight When Evenlite bears the cost of the shipment, we reserve the Tight to ship all orders in one complete shipment Partial shipments may he made at our discretion. Evenlite will not be held responsible for storage charges or cartage charges beyond the destination address acknowledged by Evenlite. Ali shipments will be made by carrier selected by shipper; normally UPS surface. If order is above $1,500.00 and customer requires carrier or service other than UPS Ground, invoice will reflect any additional difference in freight charges. DIRECT SHIPMENTS: Evenlite reserves the right to refuse the request of any distributor to make direct shipments of products to any destination inside or outside the regular or assigned sales and service area of the distributor as determined by Evenlile, Inc. MERCHANDISE AND CLAIMS TERMS: Unless otherwise noted, sales of Evenlite products will be FOB factory. Title to all products shall pass from Evenlite to our customers upon execution of a bill of lading or tender of freight to carrier's agent or customer's agent, whichever shall first occur. All claims for loss or damage in transit must be made by consignee to carrier within 30 days. DATE OF SHIPMENT: Shipping dates are approximate and are based on conditions existing at time of Evenlite's receipt of customer firm order and full information. Evenlite will In good faith endeavor to ship by the estimated shipping date but shall not be responsible for any delay or any damage resulting there from. RETURN MERCHANDISE TERMS: No merchandise may be retuned by customer without prior written authorization in the form of a Return Goods Authorization (RGA), which has been Issued by Evenlite Inc. expressly for the merchandise to be returned. This RGA will be issued at the sole discretion of Evenlite Inc. and must be arrested by fire customer within 30 days of the enamel shipment date for tritium sell -luminous moducts. of within 90 days for all other Products. RGA's expire within 30 calendar days from date of issue, goods received atter 35�'ays from RGA issue date will not be accepted and returned at the customer's expense. Expired RGA's will be considered resolved by the customer and any request for an extension will be at the sole discretion of Evenlite Inc. Except with respect to defective items, returned merchandise most be In Its original sealed cartons. Non - stocking products, special order products, custom made products, and/or outdated or modified versions of cataloged factory stocking items are sold only on a non -cancelable and non -returnable basis, and will not be accepted for return. Except for products considered by Evenlile to be defective in workmanship or materials, all returns will be subject to a minimum 35% restocking and lactory inspection charge, and a deduction will be made for the freight expense of the original shipment. This minimum charge will be based on the condition that factory inspection reveals that all material is in original factory condition. Damages due to alterations, abuse, modifications, improper installation, or improper operating conditions or Environmental damage are not covered by warranty, and resulting repair will increase the above minimum re-slocking Charge. Merchandise accepted for return must be shipped pre -paid to the factory or other destination as specified by Evonlite. All returned material must be packaged with proper and sufficient packing material as to prevent damage in Transit. Any damage as a result of insufficient packaging and not covered by carrier shall be charged back to the distributor. Material found to be damaged in transit: A claim form must be filed with the driver on receipt of damaged cartons. Follow directions of carrier as to retention of shipping boxes, etc. and nolity Evenlite immediately. ORDER CANCELLATION TERMS: Evenlite Inc. will accept order cancellations from customers only if the cancellations are sent to Evenfite in writing, and received prior to shipment of orders affected. Verbal order cancellations will not be accepted. Cancellation charges to be applied shall not be less than 10% of the order, and shall be subject to increase based on costs Incurred by Evenlite including but not limited to labor, material, set up and transportation charges. All costs for warehousing and freight on orders cancelled atter shipment and/or refusal at destination will be charged to the Customer. MINIMUM ORDER CHANGE: A service charge of 50% at the price of the material will be added to all original customer orders which total less than $50 net. E V E N L I T E LIFE SAFETY LIGHTING SOLUTIONS 2575 Metropolitan Drive, Trevose, PA 19053 • USA TEL: (800) 872 0879 FAX:(215) 244 4208 - www.evenlite.com PRICING: Prices are subject to change without notice. Evenlite will ship merchandise at prices prevailing at the time of shipment. Prices are exclusive of sales, use, excise or similar taxes unless otherwise noted. SPECIFICATIONS: Evenlite in no way. express or implied, accepts responsibility for voltage determination. Evenlite shall not be responsible for quotations of prices nr cpentwations concerning mill .,talogue-d products .m!ess Eve0!ite confirm=- this to the eustomer in writing. Catalogued item= are those bsrea In Evenlite s current price streets. Dimensions ana fixtures are subject to change without notice. Unless specifically agreed to by Evenlite in writing, we do not warrant compliance of our products with individual project specifications. CHANGES IN PRODUCT DESIGN: Evenlite reserves the rights to change, discontinue, or modify the design and construction of any of Its products and to subs fitute material equal to or superior to that originally specified. GENERAL WARRANTY AND OBLIGATIONS WARRANTY TERMS: The foregoing warranty is expressly in lieu of any other expressed or implied warranties, including implied warranty of merchantability or fitness for a particular purpose, and any other obligation or liability on the part of the Manufacturer in tort or otherwise, whether arising from negligence or acts constituting strict liability. In no event shall Manufacturer be liable for any loss of anticipated profits or for consequential damages. Warranty is limited to repair or replacement at manufacturers' option, and is also limited to cost of original Eventite material, prorated over the warranty period. Warranty does not cover damages due to alterations. abuse, modifications. improper installation. improper operating conditions including, but not limited to severe or repeated power surges, storms, goods, or other environmental damage, any and all of which shall void this warranty. Warranty also does not apply to products not manufactured by Evenlite, which have been installed and used in conjunction with Evenlite products. Warranty Period: The warranty period is affective from the date of shipment by Evenlite Inc. Emergency Luminaires, Central Power Systems and L.E.D. sign products offered for sale by Evenlite Inc. ("Manufacturer") excluding batteries are warranted free from defects in workmanship or material for a period of three (3) years or as set forth in sales brochures and specifications for each type of product. Batteries used in these products are subject to Pro -rata warranty periods as set forth herein or sales brochures and specifications for each product type. In addition, for L.E.D. signs, Manufacturer warrants continued illumination of LED lamps for five (5) years from date of manufacthre, including all other electronic components, when installed and used under normal and proper conditions. Further, Manufacturer agrees to replace free of charge any product / component which falls below the applicable minimum acceptable brightness during its specified luminous life under the prescribed standards as of date of manufacture. The following terms of the foregoing shall constitute the sole obligation of the Manufacturer. SELF LUMINOUS TRITIUM EXIT SIGN products offered for sale by Evenlite, Inc. ("Manufacturer") are warranted free from defects in workmanship and material as set forth in sales brochures and specifications for each type of product. Further, Manufacturer agrees to replace free of charge any product in which the luminosity is found to be defective during its specified luminous life under prescribed standards as of the date of manufacture. The fulfilling of the terms of the foregoing shall constitute the sole obligation of the Manufacturer. BATTERIES Incorporated in Evenlite product as new or batteries offered for sale by Evenlite ("Manufacturer") are warranted free from defects in workmanship and materials as follows: K - Batteries incorporated in Emergency Luminaires and Signs Sealed Lead Acid (Calcium) Batteries: 1 Year Full, 2 Years Pro -rata Sealed Nickel Cadmium and Nickel Metal Hydride Batteries: 1 Year Full, 4 Years Pro -rata Batteries Incorporated in Central Power Systems Stationary Battery warranties are supported by the original manufacturer, as such the Warranty terms for batteries are as published by the manufacturer, please refer to Central Power Systems Warranty sheet CPS -WAR for full details. The pro -rata warranty period begins from the date of shipment by Evenlite and is subject, but not limited to proper Installation and maintenance in accordance with Instruction supplied. Batteries must be placed in service or recharged within 120 days from date of shipment by Evenlite. The average ambient temperature shall not exceed 77 ^ F. for mare than thirty days annually. Should a defect appear in a battery covered by the Battery Warranty pro -rata Charge period, on return of the defective battery, transportation pre -paid, and Evenlite's inspection determines the product to be defective under the terms of the warranty, Evenlite will repair or replace such battery at a cost equal to the net LIST prices at the time of repair or replacement, reduced by a percentage of such price equal to the product of the number of full years remaining in the Battery Warranty Period at the time of failure. The fulfilling of the terms of the foregoing shall constitute the sole obligation of the Manufacturer. EVEN LITE 1 � 2575 Metropolitan Drive Trevose, PA 19053 • USA iteMe ; W15i5 SEE, Tel: (800)872-0879 Pax: (275)244-4208 SE r uz.. .uc s.rn. .,c.nxe •o.,,.,os www.evenlite.com R�J` %!Q r •� A!! Your Plumbing N06081 - Service a Remodel* New Gonstruetlon Free Estimates & consukadon Sebastian: 388-9199 Cell: 559-7085 Warranty Effective Date:I / ., (b �// RB Plumbing, Inc. Hereby warrants that all labor and/or material performed and/or supplied is in accordance with the contract documents and manufacturers requirements and will be bed from defects for a period of one year from the above referenced effective date for the project describedas - 5eAns+ia h should any defect develop during the Warranty period the Subcontractor shall make all repairs or replacements as necessary to correct the defect to include repair of other trades affected by the defect at no expense to the Owner. Nothing in the above shall be deemed to apply to work which has been misused, abused, neglected and/or altered by the Owner, Owner's Agent, vandalism, terrorism or acts of God. Signature of Own or officer of Company :APRIL:SEP RISON =WS#1020330 PIRES21, 2019 State of Florida tfi NSWO InSUMNB County of I c'� l.�– 1 Sworn and Subscribed before me this, l -n _day of ,Jl' 2016 who i personally known o m or has produced by as proof of identification. Notary: zoo Date: 1 �7 Ul In XVd 9Z:TT 9TOZ/8T/TT OKERNS C O N S T R U C T 1 O N 19 FINAL RELEASE OF LIENS 1. Kerns Construction and Property Management Corp. 2. A-1 Construction 3. Ali -American AC 4. Allegiance Contracting, Inc. 5. Allied Trucking of Palm Beach 6. Bonded Lightening Protection 7. East Coast Sod & Landscape 8. Ferguson Enterprises 9. FV Casano Electrical Contractors 10. Maschmeyer Concrete Co. of FL 11.MWI Corporation 12. Overhead Door Co. Daytona Beach 13. RB Plumbing 14. Southeast Services of the TC 15. Sunrise City CHDO 16.Vero Glass and Mirror 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR - CGC 059365 WAIVER AND RELEASE OF ALL CLAIMS UPON FINAL PAYMENT Project: City of Sebastian Municipal Airport— Project No: 1511 Golf Course Storage Building. Contract No.: Date of Contract: 12/16/15 The undersigned contractor for the above -referenced contract, in consideration of final payment in the sum of $20,536.65, the receipt and sufficiency of which is acknowledged, hereby waives and releases any and all claims and right to make any claim for any and all labor, services, materials, and equipment furnished to the City of Sebastian ("City") and arising under or by virtue of the above -referenced contract and changes thereto and hereby agrees to indemnify and hold harmless the City from any and all claims of any subcontractor having an interest in the contract. The term "subcontractor," as used herein, shall include any and all persons and firms furnishing labor, materials, services, or equipment incorporated into or supplied for the work under the contract, stockpiled forthe project, or arising under any equipment -rental agreements. This waiver and release of all claims is executed by the contractor for itself and its representatives, assigns and successors and covers all past and existing claims for work under the contract. In executing this waiver and release of all claims, I represent and certify to the City that I possess the authority and capacity to execute this waiver and release of all claims for the contractor, its representatives, assigns and successors, and to thereby bind them, and I agree to personally indemnify and hold harmless the City from any and all liabilities and costs, including attorney's fees, as may be imposed upon or incurred by the City because of any defect in or lack of my authority or legal capacity to execute this waiver and release of all claims for the contractor, its representatives, assigns and successors. Kerns Construction & Property Mgmt. Corp. Contract Print Name: Charles D. Kerns Title: President STATE OF FLORIDA COUNTY OF ,C . i,(,{.ru_ Sworn to and subsc CL before me this d Pofrs y 204 b C.hR�21 e,f ,C� P2/lL ,who iss eII know to me OR produced as identificati n. Nof#ry Pub 'c P t Name: JULIE J. GUETTLER My Commission Expire MV COMMISSION 0 FF923607 EXPIRES October 91 2019 IMI/I )lSO�!3 FbItlNbO• SwHWAort 01KERNS ec hgs T R U G T I ar WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienar, in consideration of the final payment in the amount of $1,065.00 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on December 19, 2016 Lienor Names: A-1 Construction _ Signature: Printed Name:0 i/ 1-0 Title: V , r _ State of Florida County of S7 [bc-t'C Acknowledged before me this day of E2 20 by j%i}v1 131A on behalf of yS-rQvcTioA) .Z -Ale who is personally known to me or has produced / as identification. Notary Public Signature: �• /dJ*c�Gq` ' `\`\\`��Iu�IIN��777 Printed Name: E. (/K (C \�s �,JPFYE-B44 Commission Expires: g eQ�tnberq o�9 IFF228075 . _ WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $5,130.00 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on August 19, 2016 Lienor Names: All-American Air Conditioning Signature: U� Printed Namer-"�-`4TH Title: State of Flori County of Ack owledged before me this 06k-' day of 2016 by PC{(�/�P_t_ 1 on behalf ofJI, /7.-V �'-' - 1 % who is personal) nown to me or has produced V C as i entification. Notary Public Signatur : v. `� JULIE J. G E Printed Name: 71LER $IQry Commission Expires: r; ,: My COMMISy FF929e0f mnmro» EXPIRES Qclupgr 9l 2019 mr TAU i WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the sum of $32,438.47 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through 6/20/16 to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following property: 202 East Airport Drive Sebastian, FL 32958 This waiver and release does not cover any retention or labor, services, or materials furnished after the date specified. DATED: August 16, 2016 Lienor Names: Allegiance Contracting Inc Signature:: -Z �� l U Or Printed Name: LesneJaneundsey Owner Title: State of Florida County of Bravard Acknowledged before me this 'eo' day of August Leslie Jane Lindsey on behalf of Allegiance contracting, tic. is ersonally known to mel or has produced identification. . JOHN M. O'NEILL Notary Public Signature: Printed Name: Johno'NeJI a STATE OF FLORIDA Commission Expires: 12/5rz016 , ' u>mm 2016 by Who as R; H il C U a: „ T a. , v 7 1 0LL N WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $1,320.00 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on July 13, 2016 Stat of FI rid CouMyMy of Com` i(t T Acknowledged before me this l on behalf of personally known to me or hast)rodu4 Notary Public Signature: Printed Name: Commission Expires:_ Of Lienor N Sigr Printed k mor 14 mcos o Q� who is as identificatio— nom" VKERN' C 0 N S T R U C T 1 0 Na WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $5,150.0 , hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: DATED on December 19, 2016 State of Flor,id County of 202 East Airport Drive Sebastian, FL 32958 Lienor Names: _ Bonded Lightening Protection Signature:_ Printed Name:. Title: Acknowledged before me this day of -bCCnhV m )t� )016 by TOC" _D111 on behalf of -DDy1dCd U*)ryxjn� J�m-� �4Lpt who is Personally known to me or has produced as identification. Notary Public Signature: Printed Name: ckiso0:115 Commission Expires: 5.1.7-0 . ......... CHNSTI N EWLuS 'on --'.A Commission # FF 220721 Expires May 1 2019 u C *KET RNti.:. Pl WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $650.15 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on December 19, 2016 Lienor Printed Name: " Title: 1 Cy Vii, ,_e T% State of Flor' a County of Ac<nowledged before me this 14rl� day of II C 2016 by ✓ ✓ ! ' on behalf of fast ('!r %r11L irvi'�Z'ZLJ4 mho Is personally known m r has prduce� as identification. Notary Publicw Printed Name: -r11Li, Commission Expires: PAMELA M. ROBINSON My COMMISSION i FF 173929 EXPIRES: NovembeT4, 2018 Banded TMa tW" P,* Ontlen b, WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $218.54 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: DATED on September 16, 2016 State of Florida County of NILI_S8^ROUGFi 202 East Airport Drive Sebastian, FL 32958 Lienor Name : er us Ep(ter ri Signature: Printed Name: I-PVI1i 1`°Aarf1n Credit Manager c�nowledged before me this �_ day ofrn e^ 2016 by -LnRF".-eyin .1Aa 1,111 on behalf of F who is erguse� personally known to me or has produced as identification. Notary Public Signature: Printed Name: Commission Expires: _ AEE 867'238 OKERN!S N� WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $5,655.45 hereby waives and releases its lien and right to claim a lien for labor, Services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on December 19, 2016 Lienor Names: F V Casano ctrical Contract/ors Signature: Printed Na e: Title: State of Florida County of �l/Pf Ack owledged before me this _1�L _ da of 2016 by sla4 on behalf of j I who is personally known to me or has produced as identification. Notary Public Printed Name Commission E 1 t uri WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $775.75 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: DATED on August 16, 2016 State of F ida County of Acknowledged before me this on be peall no to me or hJ. Notary Public Sigr @ti Printed Name: _ Commission Expires: SUSAN RUSSO Commission # FF 921492 Expires October 9, 2019 tMFan lneH @paic]Or9 c+,.ev N 202 East Airport Drive Sebastian, FL 32958 of by " who is as identification. 9/29/16 09:44AM EDT Kerns Construction -> Accounting Department WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT 7727701096 Pg 2/ The undersigned lienor, in consideration of the final payment in the amount of $3,082.98 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municloai Airport Goff Storage Building to t!-� following described property: DATED on 202 East Airport Drive Sebastian, FL 32958 State of Flo a County of V� Lienor Names: 1 MW tormoration Signatu Printed Name; Title: ��1/�-Cwo/,) 4w/� Acknowledged before me this day of 2016 by an behalf of _ who is personals ky Hewn to me or has produced as identification, Notary Public Signature: Printed Name: Commission Expires:_ HELEN MARIE HOFFSTAETTER NOTARY PUBLIC STATE OF FLORIDA Comm# FF964332 Expires 4/10/2020 NIL C O" 6 "T P u c r 3 a N WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned Ilenor, in consideration of the final payment in the amount of $463.25 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on December 19, 2016 Lienor Names: Overhead Door Co Daytona Beach Signature:�;"r� Printed Name: i.�' Title:�� State of Florida County of,%y14 Acknowledged before me this _ day of b cc 0rtb4r . 2016 by _MAF *golf on behalf of _fx4rhecr babe COO who is personally knownt6ffi-ebr has produced as identification. Notary Public Sign ture: Printed Nacre: C ra S it E vice Commission Expires: Marc o 1.0 26%0 C R LTTQnRL E MY OOM!►MSS10N tFFSG=r MM22221AM EKPIfRESMaioOaa �p •� KES NT R U C T 1 O N WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $2,292.00 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on December 22, 2016 Lienor Names: R. State of Florida County of _ Acknowledged before me this on behalf of _ personally known to me or has produced Notary Public Signature: Printed Name: Commission Expires:_ Printed Na Title: %115' day of 2016 by who is as identification. WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $4,440.00 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Buildin to -the-foR ing-deser'ibed-pfopeFty----- 202 East Airport Drive Sebastian, FL 32958 DATED on April 26,2016 Lienor IN Sign Printed State4o Elor:id:a Coun V cknowledged bgore me on MARY JEANNE WILSON MY COMMISSION# FF 13978 EXPIRES: August to, 2o1e Banded Thru Bud,* Notiry Servins Ne Flo LSI '. 0 PJ S R j T 1 0 N WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $4,440.00 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Buildin to -the-foR ing-deser'ibed-pfopeFty----- 202 East Airport Drive Sebastian, FL 32958 DATED on April 26,2016 Lienor IN Sign Printed State4o Elor:id:a Coun V cknowledged bgore me on MARY JEANNE WILSON MY COMMISSION# FF 13978 EXPIRES: August to, 2o1e Banded Thru Bud,* Notiry Servins mss' ,!.41-2 f f WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $1,275.49 hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on December 19, 2016 Lienor Names: Sunrise Citv CHDO Signature: wi Wn�-- Printed Name: 110 ¢riC'k WA ler Title: CF0 State of Florida County of St C VLi C- Acknowledged before me this _�_ day of Dec_e .6Q% 2016 by Q030 r < K WOO - on behalf of who is personally known to me or has produced Notary Public Signature: 1Vu�MJ2 Printed Name: --)0Ph[G% fli iS Commission Expires: '30-oi0an as identification. a•:c' SOMAjIMIARRISMY COMMISS0 FF997093EXPIRES 30.2020(40n39"153 'mm #KERNS C O N 5 T R U C T 1 O N WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $JA85.0o hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished to City of Sebastian on the job of Sebastian Municipal Airport Golf Storage Building to the following described property: 202 East Airport Drive Sebastian, FL 32958 DATED on August 16, 2016 Lienor Names- Ver i Glass & Mirror Signature: Printed Name: -` a ad I b . B ecjrV State of Florida County of t ue/L-- Acknowledged before me this C 7 on behalf of personallyknown — orhas-produced Title: MQ'V . of Notary Public Signature: Printed Name: l%i(nLL y �nn,ny Commission Expires:'jt .iL\d ) 1 20'9 r ; a KIMBERLY DENNING Notary Pubk . Btats of F*Wa ° Commission f FF 211957 ; My Comm. Exom Ad 23.2019 •,4C�;1`4`BoMedtl�aglN�NaNryAan. 2016 by 0 -nte-1 0,, Irzl(-) 12 - who is as identification. OKERNS C O N S T R U C T I O N N SUBMITTALS, OPERATION AND MAINTENANCE MANUALS 1. Star Building Systems—See CD For drawings and Submittals 2. KawneerCompany—Windows —Vero Glass 3. Overhead Door Corporation —Roll up Doors —Overhead Door of Daytona 4. Doors, Frames and Hardware— Exterior doors — Sewel Hardware a. Steelcraft Doors and Schlage Lock Co. S. Mechanical — HVAC: -All American A/C, Inc. a. Broan Exhaust fan EF -I b. GREEN HECK Exhaust fan EF -2 and Louver c. Mitsubishi O&M Manuals d. Outdoor Unit Service Manual e. Outdoor Unit Parts Manual 6. Electrical: FV Casano Electric Co. a. Graybar Electrical Co. —Switch Gear b. SEFLLighting— ColumbiaLighting c. Hubbell Outdoor Lighting d. Even lite EXIT Signs & Emergency Lights 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR — CGC 059365 ALLEGIANCE CONTRACTING, INC. CGC 1510819 700 N. Wickham Road, Suite 203 Melbourne Florida, 32935 Phone: 321.751.2120 Fax: 321.751.2121 March 28, 2016 Sebastian Airport Maintenance and Chemical Storage Buildings (Please reference attachments Color Chart Selections) Maintenance Building (15-B-20723) Signature 200 Commercial Industrial Colors: LS=Light Stone; SW=Snow White PBR Wall Panels & Trim Per our meeting dated 4/8/16, we reviewed the colors and found the Wall Panel - i_S Light Stone to match the existing building wall panels the best and Snow Eave Trim - =' / White to match the eave and gable trim and all opening closure trim the Gable Trim - SV:' best. The Polar White was too gray and that was the only other white Corner Trim - S available. Base Trim - . Attending Phillip Patenode - Cit of Sebastian Y Gutters - S `' Bill Tillberg - Kerns Construction Downspouts -'-`, Chuck Kerns - Kerns Construction7/AC_ Chemical Storage Building (15-8-20726) Signature 200 Commercial Industrial Colors: LS=Light Sand; SW=Snow White Eave Trim - S V Gable Trim - SW Corner Trim - LS Gutters - SW Downspouts - LS Please review colors and let me know which color chips you would like shipped to you for color selection or write each requested color next to each location above and email back to me. Please call or email me if you have questions. Sincerely, Leslie Jane Lindsey, President 1111egianee Contracting, Inc. Authorized Distributor for STAR Metal Buildings Allegiance Contracting, Inc. is an authorized distributor of STAR Metal Buildings, a leading manufacturer of custom -engineered metal buildings. For more than 88 years, Star has maintained the highest reputation of quality and customer service. Star has manufactured more than 300,000 metal buildings and currently produces approximately 4000 buildings annually. Star's products are approved by various code bodies and include certifications from UL, Factory Mutual, International Accreditation Service (IAS), Canada A � ._ .STAR BUILDING SYSTFMS- Standards Association, and others. Star's in-house engineering department is staffed by the industry's foremost engineers and is licensed in all 50 States and in participating Caribbean Islands. Star has metal buildings in service throughout the United States, Caribbean, and many other nations. These buildings are used for medical facilities, warehouses, living quarters, retail centers, churches, schools, oil facilities, hangers, and many others. All buildings are custom engineered and can be used with masonry construction and various roofing options. Star Metal Buildings, through our NCI Group, manufactures a wide variety of insulated metal panels, single skin metal panels, and offers solar panel systems making us a leader in non-residential construction. Whether it is new construction or an addition to an existing building, Star Metal Buildings has the solution. As an authorized distributor, Allegiance Contracting, Inc. will work with local architects, engineers, contractors, and developers to provide a cost effective building solution. Materials will be manufactured and shipped from one of the 39 state of the art plants and constructed by local certified installers. Through our cooperative effort with local companies, Allegiance Contracting, Inc. and Star Metal Buildings provides a viable, cost effective, building solution. As an Authorized Builder for STAR Metal Buildings, Allegiance Contracting, Inc. can bid and contract the sale of STAR Metal Buildings not just in Florida, but world-wide. For additional information, please contact Jane Lindsey at (321) 288 2951 email; L.7ane@AllegianceContracting.com com STAR Metal Buildings has the Solution. L Al STAR BUILDING SYSTEMS AN VC CCMFACIy For more information about how Star can add to your success, call 1-800-879-7827 or visit www.StarBuildings.com. Join the team you know you can depend on. Star Building Systems an NCI Company 8600 South 1-35, Oklahoma City; OK 73149 www.StarBuildings.com I star.marketing@starbuildings,net A Star Building System stands the test of time. A Star building is never out of place. Our building solutions allow for endless construction possibilities. As your next project approaches, reach for Star. Star Building System, u not hold for damage incurred a, the ruin[ f improper entente, prorrdurtr. Star building, are treated by independent contractors who are not agent of Star. Douription, and,pedfirauoru contained herein mere in elect at the time this publication out approredfar printing. Star retmrr the right m duconunue or change sperifirationa and/or dengto without notice and without Incurring obligation. 13 P AIJNING GUIDE Star's Network Star Building Systems is a division of NCI Group (NYSE: NCS), a family of companies and people dedicated to delivering a higher standard of performance to you and your business. NCI Group is the largest integrated manufacturer and marketer of custom designed metal building systems, metal building components and metal coil coaters in North America. Some products offered through Star are manufactured by Star's sister companies, MBCI, Metl-Span and DBCI. Star Building Systems is proud to align itself with these companies. MBCI is the industry-leading manufacturer of metal construction components. MBCI supplies metal roof and wall panels to the architectural, industrial, commercial, institutional, residential and agricultural markets. With manufacturing facilities located strategically throughout the U.S., MBCI has the capability to serve you in an efficient manner. Metl-Span is a leading manufacturer of insulated metal panels. Met] -Span produces top quality IMPs for both roof and wall applications, which are ideal for a wide range of building projects and green building construction. Since 1990, DBCI has remained a leading manufacturer and marketer of commercial -grade steel curtain roll -up doors and self -storage doors, components and solutions. DBCI provides our customers with the highest quality products and services in the industry. PLANNING GUIDE 12 Retrofit and Re -Roof Solutions Tired of your existing roof? Has your existing roof tired out on you? Star's retrofit and re -roof capabilities help you bring your worn roofing system back to life. Increase water runoff and energy efficiency by taking advantage of Star's retrofit and re -roof products and techniques. Whether your Star roof is constructed atop an existing roof, or stands as the master roof, weathertightness is assured. The Star Retrofit roofing system also lasts longer than traditional wood and " shingle roof options. Utilizing one of Star's numerous cool " ' roof colors increases your roof's reflectivity. This keeps ' - internal temperatures lower. Request a Star NuRoof° retrofit brochure for more information about how to ensure your building project is covered. Slar Bnildinn.gvgtP.w 11 PLANNING GUIDE A dependable Warehouse offers space and is low maintenance, cost effective and durable. Star is proud to offer creative and dependable warehouse solutions that cater to your every need. Spacial concerns are eliminated when utilizing Star's clear span design or Long Bay® System. It's guarantee of uninterrupted space saves time and room by removing structural columns, while maintaining the utmost structural integrity. Institutional and Government Construction accounts for some of the nation's most important facilities: schools, hospitals, fire and police stations and more. These projects are completely customizable to fit yourbudget and yourspecifications. Wantthe buildingto be functional and visually stunning? Star is your brand. With the additional benefit of green building solutions, your institutional facility can be built to last while building a lasting impression. Star's Agricultural and Livestock facilities are designed with the modem farmer in mind. Thermal efficiency and sustainable ventilation are key elements when constructing from the ground up. Unique drainage techniques are often specified when designing for feed, milk and housing facilities. Star routinely designs these facilities to include light transmitting panels and lofts as a means of increasing storage space. Large clear span interiors provide uninterrupted floor space. Combine this option with concrete, concrete screed flooring or rubber matting and a waterproof surface, and your Star structure will be sure to impress. Our Recreational designs are created with the user in mind. From small gyms to large arenas, Star will make sure your building is a winner. Need to accommodate a swimming pool? Maybe an ice rink? Star does it all. Maintenance costs can remain low due to Star's outstanding performance -proven quality materials. Contact a Star Builder to learn what it's like to be part of the winning team. Aviation Hangars house an array of costly airplanes, helicopters and more. They must be accommodating to all shapes and sizes while providing security from the elements. Using Star for your aviation hangar will help your building project take off. Reach new heights in quality design and efficiency. Streamline the hangar's look and feel with exterior options including precast concrete, glass, brick, stone and more! Let Star be your co-pilot to success. *AIL Star construction projects can be designed and built to meet local building codes. PLANNING GUIDE 10 Building Applications Whether you need a small, simple building or a large, complex structure, you will find that Star's time -tested processes and products are an excellent choice for any end use application. If you require modifications to an existing building or your construction project is still in the planning stages, Star stands up to the challenge. Star's wide range of non-residential construction possibilities is endless. Our products are designed for optimal strength and efficiency, resulting in unmatched long-term value and cost savings, benefiting you before, during and after construction. Our Retail and Commercial facilities are attractive, functional and cost effective. Whether you are considering a one -of -a -kind free standing commercial center or a chain of centers across the country, Star Building Systems can offer a solution to fit your needs. Eye-catching design options are possible with Star's broad collection of exterior veneers, finishes and colors. Quick construction times and long-term low maintenance equals unparalleled savings. Star excels when it comes to Manufacturing and Industrial facilities. Complete with design flexibility and expandability, steel structures are inherently weather and pest resistant. Overhead crane systems requiring 90 -foot eave heights, storage mezzanines and conveyor systems might pose a design threat for other companies. Not Star. Star Building Systems has been providing safe housing space for these applications and more for years. Star Building Systems 3 i off 63N]Dh �� pie kccessories From gutters and downspouts to ventilators, windows and canopies, Star offers a complete line of worry -free accessories. All of which add to a finished building with a unique presence. Our accessories are specifically designed to work with Star's durable roof and wall systems. They reinforce the building's structural integrity. They ensure its weather tightness and energy efficiency. If you need overhangs, entry doors, store fronts or thermal windows, Star accessories compliment the appearance and functionality of your building. fhe Green in Star Building energy efficiently has become a priority in the construction industry. Star Building Systems, along with parent company NCI Group, Inc., is leading the way. Our environmentally friendly construction products and practices help reduce excess waste and energy consumption. Simultaneously, Star's products and practices add to the longevity of your structure. Star's metal roof and wall panels consist of at least 25 percent recycled material. When utilized with Star structural members, a complete Star building can contain anywhere from 30 to 50 percent recycled material. In an effort to build smarter, Star is proud to provide insulated metal panels (IMPS) and other steel components supplied by Star's sister companies, Metl-Span and MBCI. Green Products Star offers a wide range of energy efficient, sustainable solutions including IMPS, NuRoof® Retrofit Roofing and Cool Roof Calors. Insulated Metal Panels (IMPS) — IMPs are roof and wall panels consisting of two single -skin metal panels with a foamed -in-place core. They are sealed at the side laps and all perimeter boundaries. IMPs provide impressive R -values, enhancing the building's overall energy performance. Thermal bridges are prevented due to the unique interlocking application of the panels. This technique also provides resistance to moisture and air infiltration. NuRoof" Retrofit Roofing — Star's Retrofit Roofing System assists in improving energy efficiency of pre-existing roofs. LEED Certification can be achieved on existing buildings through the use of this system, in part because the existing roof materials will not become waste added to landfills. When applied at a specified slope and with the addition of cool roof colors, the retrofit system improves Solar Reflective values and provides excellent water runoff solutions. Cool Roof Colors — Cool Roof Colors can reduce energy consumption, minimize urban heat islands and improve cost savings. Many of Star's Cool Roof Color Options meet the reflectivity and emissivity performance levels required by LEED and ENERGY STAR. Excellent reflectivity properties require less energy to heat and cool the building overall. 7 PLANNING GUIDE Insulated Panel Systems Insulated metal panels are the ideal solution for energy efficiency when it comes to roof and wall applications. They are strong and can be utilized with fewer structural supports than most single skin panels. This is due to their greater spanning and load bearing capabilities. Their incredible green attributes can be found in the Green In Star portion of the Star Planning Guide. CFR Roof Panel —The GFR insulated metal standing seam roof panel has a Mesa profile for both the exterior and interior skins. The CFR roof panel has a 2" high standing seam and is attached to the structure with two-piece concealed clips. CFR offers a maximum R -value of 42.9. LS -36`" Roof & Wall Panel — The versatility of the LS -36 insulated metal roof and wall panel offers a multitude of design options. The overlapping, through fastened joint allows for quick installation. The exterior profile features 1 1/4" high major ribs at 12" centers with Mesa in between ribs at 4" centers. The interior skin has a Mesa profile. LS -36 offers R -values to R-42.9. Mesa Wall Panel — The Mesa panel is well suited for exterior wall and interior partition wall applications. The lightly corrugated Mesa profile on both faces of the panel ensures symmetry and uniform appearance from outside to inside and from room to room in partition applications. Mesa offers R -values of up to R-42.9. ............................... ........... ............................ CF Fluted Wall Panel—The ribbed profile of the CF Fluted wall panel provides bold vertical lines complimentary to almost any commercial or industrial building. Inverted ribs in the profile enhance the high-tech industrial look. The interior skin has a Mesa profile. The CF Fluted panel offers a maximum R -value of up to R-42.9. Striated Wali Panel—The Striated wall panel is an attractive and economical alternative to typical flat wall panels. The exterior face is lightly profiled with narrow longitudinal striations and exhibits a virtually flat appearance while blending the panel side joints. The Striated panel achieves R -values of up to R-28.6. Santa Fe Wali Panel — The Santa Fe insulated metal wall panel has a flat exterior profile with a heavily embossed, stucco texture that resembles the look of a masonry stucco finish. The interior skin has a Mesa profile. Santa Fe offers R -values up to R-28.6. F and Wall Systems A Star building is more than structurally sound. A Star building is beautiful, eye-catching, attractive. This is due in part to our wide selection of superior -quality roof and wall panels, all of which are available in a variety of colors, coats and applied finishes. Regardless of your project application, Star has the products to get the job done, from simple screw -down panels to state-of-the-art standing seam roof panels. Take a look. ShadowRib' Wall Panel — ShadowRV is a concealed fastener wall system that provides performance and compatibility. Clean, contemporary looks are achieved by the 1 1/2" deep sculptured profile, embossed texture, and interior attachment. Available in 24 gauge steel and formed into 16" wide, 3" deep sections. ................................................................................................. PBR Roof and Wall Panels — PBR is a 36" wide panel that works well for roof and wall, as well as liner, mansard and soffit panel applications. Its 11/4" deep ribs create an even -shadowed appearance and the area between the ribs is reinforced with minor ribs. The attachment of the panel is made from the exterior with color matched fasteners. Available in 26 and 24 gauge. ................................................................................................. AVP Wall Panel — AVP is a 36" wide panel with semi -concealed fasteners. The panel profile produces a decorative shadow line resulting in a distinctive architectural effect. Ribs are 1 1/2" deep and major corrugations are spaced 12" on center. The attachment of the panel is made from the exterior with color matched fasteners. Available in 26 and 24 gauge. Description The PBR panel's deep ribs create an even -shadowed appearance. The area between the major ribs is reinforced with minor ribs. PBR is one of the most economical panel systems and can be used for both roof and wall applications. Gauge 26 gauge (standard) 24 gauge 22 gauge Length 45' maximum length is standard but longer lengths are available by special request ® Dimensions 36" x 1'/d' Finish Galvalume Plus Signature" 200 Colors Signature' 300 Colors Fasteners Standard coated, zinc- aluminum cast head, or stainless steel head screw Usage Roof, wall, liner, mansard, and soffit panel applications Limitations Not designed for coverage over bar joist or to be used as rigid secondary; Five foot on center purljn spacing NOTE: Oil -canning is not considered grounds for rejection of any panel system. Oil -canning can occur in any panel with wide flat sections. Heavier gauge, embossing, striations, flatter sub -frame systems and support from a solid sub -deck can all hale to minimize oil -canning. 1. Reverse rolled profile 2. Pudin bearing leg 3. Installation may start at either end 4. Economical profile 5. 36" coverage 6. Wind uplift rating 7. Diaphragm action 8. Light transmitting panels 9. Finish warranty 1. The panel can serve as an alternate wall panel by putting the paint finish on the under side 2. An additional leg is rolled on one side of lap rib to facilitate installation 3. Flexible installation 4. Cost effective 5. Ease of installation 6. The panel qualifies for UL- 90 in multiple construction numbers 7. The panel configuration enhances diaphragm capabilities for purlin stability 8. Profile light transmitting panels are available for the PER panel 9. Used with long -life fasteners this panel has a 25 -year warranty 0 PBR - Section Properties NEGATIVE BENDING POSITIVE BENDING PANEL GAUGE Fy (KSI) WEIGHT (PSF) Ixe (INA/FT) Sxe (IN.3/FT) Mem (KIP -IN.) Ixe (INA/FT) axe (IN.3/FT) Maxo (KIP -IN.) 29 60^ 0.75 0.0219 0.0357 1.2835 0.0242 0.0234 0.8423 26 60' 0.94 0.0302 0.0511 1.8366 0.0369 0.0372 1.3373 24 50 1.14 0.0404 0.0733 2.1953 0.0506 0.0521 1.5594 Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification For Design Of Cold -Formed Steel Structural Members - A2.3.2. Allowable Uniform Loads In Pounds Per Square Foot 26 Gauge fFy = 60 Keit SPAN TYPE LOAD TYPE SPAN IN FEET 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 136.0 76.5 49.0 34.0 25.0 19.1 15.1 SINGLE LIVE LOAD/DEFLECTION 99.1 50.4 25.8 14.9 9.4 6.3 4.4 NEGATIVE WIND LOAD 99.1 55.7 35.7 24.8 18.2 13.9 11.0 2 -SPAN LIVE LOAD/DEFLECTION 87.3 54.6 35.2 24.5 18.1 13.9 - 10.7 NEGATIVE WIND LOAD 123.8 69.7 44.6 31.0 22.7 17.4 13.8 3 -SPAN LIVE LOAD/DEFLECTION 99.2 67.7 43.8 28.2 17.7 11.9 8.3 NEGATIVE WIND LOAD 115.6 65.0 41.6 28.9 21.2 16.3 12.8 4 -SPAN LIVE LOAD/DEFLECTION 1 95.9 63.4 40.9 25.6 18.8 12.6 8.9 ti+" on r..,,,,. m„ - an vdr SPAN LOAD TYPE TYPE 1 3.0 4.0 5.0 SPAN IN FEET 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 1 162.6 91.5 58.5 40.7 29.9 22.9 18.1 LIVE LOAD/DEFLECTION 1 115.5 65.0 35.4 20.5 12.9 8.6 6.1 NEGATIVE WIND LOAD 1115.5 65.0 41.6 28.9 21.2 16.2 12.8 LIVE LOAD/DEFLECTION 1 109.4 64.2 41.3 28.7 21.1 16.2 12.8 LIVE LOAD/DEFLECTION 1 124.3 79.8 51.4 35.8 26.4 NEGATIVE WIND LOAD 134.8 75.8 48.5 33.7 24.8 16.3 11.4 19.0 15.0 V �^ LIVE LOAD/DEFLECTION 1 119.6 74.7 48.1 33.5 24.6 17.3 12.2 The engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold -Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This specification contains the design criteria for cold -formed steel components. Along with the specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further Information or guidance regarding cold -formed design practices is desired, please contact the manufacturer. EFFECTIVE NOVEMBER 3, 2004 SUBJECTTO CHANGE WITHOUT NOTICE Galvalume Muse is a registered trademark of EIEC International, Inc. Signature* is a registered trademark of the NCI Group. 1/41 121- 36" f 1 * Properties Notes: 1. All calculations for the properties of PBR panels are calculated in accordance with the 2001 edition of the North American Specification For Design Of Cold -Formed Steel Struclural Members. 2. Ixe is for deflection determination. 3. Sze is for bending. 4. Maxo is allowable bending moment. 5. All values are for one foot of panel width. Allowable Uniform Loads Notes: 1. Allowable loads are based on uniform span lengths and Fy = 50 and 60 ksi. 2. LIVE LOAD is limited by bending, shear, combined shear and bending and web crippling. 3. NEGATIVE WIND LOAD does not contain a 33.333% increase and does not consider fastener pull-out or pull -over. 4. Allowable loads consider a maximum deflection ratio of L/180. 5. The weight of the panel has not been deducted from the allowable loads. 6. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all data. n'. STAR BUILDING SYSTEMS 8600 South 1.35, Oklahoma City, OK 73149 starmarketing@starbuildings.net www.StarBuiIdings.com R The Star Builder Network Star is proud to partner with hundreds of Builders that sell Star Building Systems to a variety of end users. Star and Star Builders work together as a team to provide you with the very best solution for your building needs. Star Builders are some of the most qualified, reputable builders in the industry who understand local building codes and permitting requirements. They're full service contractors offering expertise from concept to completion, delivering your project on time and on budget. Products Long Bay® — Star Building Systems offers a unique solution when large areas of open space are required in your building. The patented Long Bay® System (LBS) is custom engineered to accommodate structures requiring expanded areas of open floor space. The Long Bay® System does so without prohibiting architectural design opportunities. Star's LBS is ideal for any building requiring few interior columns: manufacturing facilities, warehouses, retail buildings and recreational buildings. Open web truss sub -framing provides roof support and simplifies the installation of mechanical and electrical systems. Less bridging, fewer footings and a reduced number of columns result in significant overall cost savings. Compatibility with multiple wall and roofing systems gives you increased flexibility in construction design. PLANNING GUIDE 4 Ll Long Bay' features: • Offered in bays up to 65' • Superior strength -to -weight ratios • Less bridging required than with traditional bar -joist installations • Stiffer and lighter than traditional bar joists • Greater design flexibility— can be used with hard wall and metal cladding applications • Machine rolled for accuracy and tighter tolerances • Bolted connections to primary frames are standard, with optional welded connections available • Long Bay SystemsO have proven erection cost savings over other types of joist construction Star Building Syslems lw_ The Power of Star Star Building Systems is an international provider of quality, long lasting metal building systems and metal building components. Looking for longer overall life spans? New or additional roofing solutions? Star has you covered. Our construction capabilities allow you to design and build structures that are multi -functional and multi -faceted. Our vast product lines give you the freedom to create a building that is attractive and cost effective. Star works with you, the architect, the contractor, the builder, the owner, to meet budgetary needs and make room for expansion possibilities later on. Waste reduction practices utilized in the design phase ensure financial value. Star products are inspected frequently TAR throughout the manufacturing process ensuring your receipt of a top quality and dependable system. Star's national manufacturing facilities function at maximum operating efficiency, promising you timely delivery. Working with Star is easy. Easy and fast. That's because Star and your Star Builder are there from start to finish. As your business grows, Star grows with you, offering expansion and upgrade opportunities along the way. The benefits of building with Star Steel are numerous and far from limited: • Building with metal allows for faster construction times, saving time and money. • Metal construction offers more design flexibility and versatility when compared against more traditional materials like wood or concrete. • Star metal buildings and products require less long term maintenance. • Star offers a long line of green solutions that are environmentally and economically friendly. • Star products are available in multiple colors, finishes and silhouettes for additional design options. • Star metal construction products can be used in tandem with other, more traditional building materials. PLANNINGGDIDE 2 Welcome to Star A Star Building System is a building system that lasts. If you're planning a building project and you want security, both in the integrity of your structure and in your supplier, then Star Building Systems is your first call. At Star, you're not given parameters. You're given options, lots of options, regardless of end use. Schools. Factories. Retail Centers. Warehouses. Star Building Systems does it all. Our state- of-the-art metal construction solutions help ensure your building's longevity. Star knows firsthand about the importance of longevity. Founded in 1927, Star Building Systems has seen and done it all, from supplying tool sheds for oil derrick drilling sites in the early oil boom days to air hangars during World War II. The key to Star's longevity? Changing with the times and trends and evolving to better serve the construction project at hand. Asa technological leader in the industry, Star sets the standard for innovation. Because of this, a Star building will go the distance. A Star building can be a green building. A Star building can be a beautiful building. A Star building can be your building. As you read through the Star Planning Guide, consider the longevity and magnitude of Star Building Systems, itself. With nearly a century of experience and over 300,000 satisfied customers, Star Building Systems has more than withstood the test of time. So can your building. Star Building Systems VAN �STAR M IAM 1•DADE 411AAH-DADS COUNTY M PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADAIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rnvtv.miamidade.eovleconomv Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated, below. The Miami Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianti-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `SIR -501 Flush, Dry and Wet Glazed" Aluminum Storefront System -L.M.I. APPROVAL DOCUMENT: Drawing No. 1461, titled "IR501 Aluminum Store Front System - Large Missile Impact' Sheets 01 thru 09 of 09, dated 07/14/06, with revision "Cl" dated 09/02/11, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaeffer, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. )MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there lues been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianti-Dade County, 'l+lorida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 11-0915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascony P. E. NOA No. 14-0430.18 ^ MIAMI•DADE COUNnM Expiration Date: February15, 2017 Approval Date: August 28, 2014 Page 1 Kawneer Comnany, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-0218.07) 2. Drawing No. 1461, titled "IR501 Aluminum Store Front System -Large Missile Impact" Sheets 01 thru 09 of 09, dated 07/14/06 with revision "Cl" dated 09/02/11, prepared by W. W. Schaeffer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaeffer, P. E. (Submitted under previous NOA No. 11-0915.06) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202--94 along with marked -up drawings and installation diagram of a series IR -501 aluminum Rush glazed storefront system, prepared by Hurricane Test Laboratory LLC, Test Reports No.'s HTI G049-0201..08, dated 03/07/07, HTL-G049-0303.07, dated 03/07/07, HTL-G049-1201.05 and HTL-0049-0111.06, dated 04/18/06, all, signed and sealed by Vinu Abraham, P. E. (Submitted tinder previous NOA No. 09-0218.07) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2007 and FBC- 2010, prepared by W. W. Schaefer Engineering & Consulting, P. A, dated 02/10/09 and revised on 09/01/11, signed and sealed by Warren W. Schaefer, P. E. (Subinitted under previous NOA No. 11-0915.06) 2. Glazing complies with ASTM E1300-04/ 09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER).- E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. Jaime D. Gascon, P Product Control Section Supervisor NOA No. 14-0430.18 Expiration Date: Febmary 15, 2017 Approval Date: August 28, 2014 E--1 Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTP UED) 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Exterior Gasket: TREMCO Part No. TR -14815E (Kawneer Part No. 127--126), EPDM Dense Rubber Extrusion with 70 durometer ext. glazing gasket complying with ASTM C864 Option II specs., ASTM D412,1500 PSI, ASTM D395B, 22 HRS 158°F. 5. Interior Gasket: TRE MCO Part No. TR -14270E (Kawneer Part No. 127--121), Closed Cell ("sponge") EPDM rubber compound, interior glazing gasket complying with ASTM 0509 Option II specification compression deflection limit 20-24psi. 6. Exterior Gasket: TRE MCO Part No. TR -14271E (Kawneer Part No. 027-074), EPDM Dense Rubber Extrusion with 70 durometer glazing gasket complying with ASTM C864 Option II specs., ASTM D4121600 PSI, ASTM D395B, 22 HRS 158°F. F. STATEMENTS 1. Statement letter of conformance to and complying Nvith FBC 51' Edition (2014), issued by W. W. Schaefer Engineering & Consulting, P. A., dated 04/14/14, signed and sealed by Warren W. Schaefer, P. E. 2. Statement letter of conformance to FBC 2007 and FBC 2010, issued by W. W. Schaefer Engineering & Consulting, P. A., dated 09/01/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No. 11-0915.06) 3. Statement letter of no financial interest, issued by W. W. Schaefer Engineering & ' Consulting, P. A., dated 09/02/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No. 11--0915.06) 4. Laboratory amendment letter for Test Reports No.'s HTI -G049-1201.05 and HTI.- 0049-0111.06, dated 09/07/07, all, signed and sealed by Vinu Abraham, P. E. (Subinitted ander previous NOA No. 09-0218.07) . 5. Laboratory compliance letter for Test Reports No.'s HTI G049-020]..08, dated 03/07/07, HTL-G049-0303.07, dated 03/07/07, HTI G049-1201.05 and HT1,0049-- 0111.06, dated 04/18/06, issued by Hurricane Test Laboratory, Inc., signed Jose E. Colon, E. I. (Submitted under previous NOA No. 09-0218.07) 6. Test Proposal No. 07-3288, 10/11/07, issued through Product Control, signed by Ishaq I. Chanda, P. E. (Subinitted under previous NOA No. 09-0218.07) G. OTHERS 1. Notice of Acceptance No. 11-0915.06, issued to Kawneer Company, Inc. for their Series "IR -501 Flush, Dry and Wet Glazed Aluminum Storefront System -- L.M.I.", approved on 11/27/11 and expir ing ' on 02/15/17. Jaime D. Gascon, -P. E. Product Control Section Supervisor NOA No. 14-0430.18 Expiration Date: February 15, 2017 Approval Date: August 28, 2014 E-2 C Z6001 `0 'SSOLJUON rtwmu mroa x::n w.: itln00 dr(oo tfv 555 3N B 83_SNOJ d 'ONI 'MVdYiIXI iCi3Nh1VN ONRIDNYJN3 tl3i3VH05 'M 'M pyL'Y)tun 54II�TZIN 10VdAJ 31ISSM eDHYI - hMS)S MOW 3NO nnNI1MMY LOS7l ng �mw I I _mi S£LL'4'oN �� Taaxx`a I �'i3y3sux M t I o o > J oN zp Zpa N r_ I x a LL \ y N r— v g g5 'n 62 o y a 2 tiie5 - VI I �Nzw z Swp r CSC LLp 20 K._`c� �g W I it j I L v ze— i CN'e) 1H0aN 3rrv'de xrn .021— i QQ ii 1 a e� F 3e o a Y} s -qe -dw &.off 7e o # gc€�y`�e gZ�g' zs yg -"63 Mg E` Rails. S f aXois,o S -,l �L g5 'n 62 o y o �g W 9U�q �^. C3N �VIL Z Flp _gip LL I�,U N VJ pp yy _ Ny�O z jxfioN N362�> e 'a VAX. ITP. FUME ANCHOR 11 WHCItL SHOWN. SEE `FRAME ANCHOR j ' I HA% UAk I j FXTERIOR ELEVATION MULTIPLE OXEQ EANEL STOREFRONT A [ MBLY (WITH ANCHOR V/2-El YE B" TO STE 1 SCALE: 1/z'<I"D- FOR ALL FRM41NG k D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 1. k3. 1 -iim EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBSY (WITH ANCHOR TYPE "C" & "E" TO ON RET 1CMU1 SCALE: 1/2'=1'-0` FOR ALL FRAMING @ D.L.O. DIMENSIONS AND SECTIONS. SEE ELEVATION ON SHEET I. 110M. CMU IS APPLICABLE ONLY AT SIDES. ALLOWABLE DESIGN PRESSURE +/-65 PSF „ 6 INonuCTlHIviou '-1•R(mucrnwl:MH n..w"IV,"I' Ne %la O N M u�yeymaw+INu.vwne. nunwlnaceee m mmnM1cm. 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Ills aOnO NOow'xvw V 11S s 11 N. , I (YO010 HOHOtN lila n.ld sUGHONV V) d HOHOW '{US .3, 3d NOHOW L o _ Ills Hooa role aoN•wro Ills r .t II 1V 'VJIdAl) TMOO GN3 N 1 AK Operational Mai ntenance Ual Products: MODEL 790 ROLLING SHEET DOOR SEBASTIAN AIRPORT KERNS CONSTRUCTION STORAGE BLDG ill I Overhead Door Company of DAYTONA 219 FENTRESS BLVD DAYTONA BEACH FL 32114 Overhead Door Company Of Daytona Beach 219 Fentress Blvd Daytona Beach Fl, 32114 Offfice:386-226-3870 sales@overheaddoordaytona.com Date: AUG 12016 To: KERNS CONSTRUCTION CO Attn:CHUCK KERNS Ref: SEBASTIAN AIRPORT To Whom It May Concern: This Letter is to certify that all work has been completed and installed in compliance of manufactures correct installation procedures.All work. has been completed in compliance of approved plans and specifications according to such project. All materials, equipment and work shall be guaranteed against all defects in material and workmanship fora period of (1) year from date of completion. The term "defects" shall not be construed as damage arising from misuse,negligence,acts of God,normal wear and tear or failure to follow maintenance or operating instructions. Warranty includes the following: Installation of MODEL 790 ROLLING SHEET door(s) and hardware. Sincerely, JEFF HAWK Jeff Hawk President Overhead Door Co. Of Daytona Beach /�''�� Overhead Door Company of DAYTONA ® 219 FENTRESS BLVD DAYTONA BEACH FL 32114 Dear Customer: Thank you for choosing our company as your custom door installation specialist. The Operation and Maintenance Manual, which is enclosed, has been supplied by Overhead Door Corporation to meet your needs as our customer. Appropriate information for the products installed has been compiled in this manual for your use. We recommend compliance with all of the safety information provided within the manual. We strongly recommend implementing a preventative maintenance program. Benefits of properly maintaining your door system include: • Increased operational efficiency and reliability. • Extended useful life of your equipment. • Increased probability of dependable equipment performance. • Elimination of non -budgeted maintenance cost for door service. As an Overhead Door distributor, we offer you complete product support for your service and maintenance needs. Do not hesitate to call us for assistance. We hope that you will also continue to consider our company for your future product and installation needs. We are firmly committed to providing the finest in Overhead Door products, accessories, and a level of customer support unmatched in the industry. Sincerely, Overhead Door Company of DAYTONA i • ®k Operation & Maintenance Manual Rolling Doors Table of Contents Section 1 General Information Section 2 Preventive Maintenance Section 3 Installation Instructions Section 4 Warranty ©Overhead Door Corporation Operation & Maintenance Manual: Rolling Doors GENERAL INFORMATION ©Overhead Door Corporation Operation & Maintenance Manual: Rolling Doors ROLLING STEEL SHEET DOORS Aodei 790CW When your project requires a door that can handle high wind load conditions, yet is attractive, versatile and economical, the Model 790CW fits the job. This rolling sheet door (790) is rated for a design pressure from 22/-22psf (for a 20'0" wide door) to (for a 10'0" wide opening), and can be built up to 16'0" tall. The 790CW is available in 11 standard colors. Fabricated of high strength, 26 -gauge galvanized steel curtain sections, 14 -gauge universal guides, and steel bottom bar angle, the 790CW is a strong and durable door. With quick -connect components, universal through -hole guide design, and unique curtain profile and stepped counterbalance rings that minimize nesting, the 790CW is designed for fast installation, smooth operation and low maintenance, too. DOOR OPTIONS SOB NAME: Sebastian Airport Golf Storage LOCATION: Sebastian, FL. Exterior Colors OWNER: City Of Sebastian CONTRACTOR: Kerns Construction QUANTITY & SIZE: 1 each 6'-5"x7' DOOR MARK: 201 White FL. PRODUCT APPROVAL: FL 12111.2 DRAWING NO.: 220185 +/-41 PSF Design Pressure Royal Blue KERNS CONSTRUCTION Forest Green SUBMITTAL NUMBER 1511.020 The following OVERHEAD DOORS package has been Dark Teal Received & Forwarded Reviewed for General Compliance Marked Up / Commented Walnut Brown Rejected By: CHUCK KERNS Date: August 15, 2016 President & Sr. Project Manager Garnet Red 1) This 6-5"xT Dcor uses the design pressures and details as the 12'x12' doors. Glossy White Polar Blue Desert Tan Teal Bronze Additional Options EIectrt e-�oatrrr-{ PoRodeFiRMA------ Chain hoist with reduced drive, non - handed quick -connect components (standard on some 790CW doors, depending upon size) FEATURES Max. standard width 20'(6096 mm) Max. standard height 16' (4877 mm) Curtain 26 -gauge, roll -formed galvanized steel sections interlocked and seamed to form full -door height with curtain windlocks Curtain material High strength steel Curtain rub strips PVC on both front edges Counterbalance Assembly 12" (305 mm), steel "stepped" rings to minimize headroom and enhance door operation Wind load Integrated curtain windlocks and guide to withstand wind loading to minimum design pressures of 221-22 psf (1071-107 kgf/sq m) Universal guides 14 -gauge, roll -formed galvanized steel with pre - punched through -hole design for mounting to concrete, masonry, steel or wood jambs Jamb extension brackets for steel/wood jambs Bottom bar Extruded aluminum reinforced with steel, roll - formed angles Quick -connect Bottom bar stops 12 -gauge galvanized steel Bottom seal Bulb -type, astragal seal Guide Polypropylene strips on both edges Standard springs 3 318" (86 mm) torsion springs Operation Manual or "non -handed" reduced drive chain hoist (depending on door size) with quick -connect components Lock Interior bottom bar slide bolt on each end of bottom bar assembly Exterior/interior finish Paint finish in choice of 11 standard colors: white, glossy white, gamet red, royal blue, polar blue, forest green, desert tan, dark teal, teal, walnut brown and bronze � 4 [ ci� - \ • $/ / }, LU q{��}�/ / (§Ll §! § a �| } } ( \ / ( )!Ir }\ ( | . � � !. / ■ ` � �� § ... ` § / § . \ (\ !}|§|�, ,■( `| ! ! jig, ) RZ�! it. ,| �!,!`| ! \! §\ 6 ©aZO.H. \\ } 1 }| \�!�\; ! � E d )/01., Li \| ;! §a , !! \&! 770/780/790 COLOR OPTIONS C A White Polar Blue Dark Teal Glossy White Royal Blue Walnut Brown Desert Tan Teal Garnet Red Bronze Forest Green Actual door colors may vary slightly from those shown due to fluctuations in the printing process and may not be available on all models. Color samples are available by request through your local Overhead Door Distributor. V © M• i A 0✓ For more information visit www.OverheadDoor.com �; , • • & INDUSTRY LEADING COMMERCIAL & INDUSTRIAL SOLUTIONS 02014 Overhead Door Corporation. The Ribbon Logo a a registered trademark o/ Overhead Door CoWation. All other verfamaks are the pmpery of their rightful owners. Comistent with ow policy of mndwing product improve,rt. we reserve the right to change ploduc: speC%cations vi thous nmice or pbligadon. [900.667 7508114 JAR • Dear Customer: Overhead Door Company of DAYTONA 219 FENTRESS BLVD DAYTONA BEACH FL 32114 Thank you for choosing our company as your custom door installation specialist. The Operation and Maintenance Manual, which is enclosed, has been supplied by Overhead Door Corporation to meet your needs as our customer. Appropriate information for the products installed has been compiled in this manual for your use. We recommend compliance with all of the safety information provided within the manual. We strongly recommend implementing a preventative maintenance program. Benefits of properly maintaining your door system include: • Increased operational efficiency and reliability. • Extended useful life of your equipment. • Increased probability of dependable equipment performance. • Elimination of non -budgeted maintenance cost for door service. As an Overhead Door distributor, we offer you complete product support for your service and maintenance needs. Do not hesitate to call us for assistance. We hope that you will also continue to consider our company for your future product and installation needs. We are firmly committed to providing the finest in Overhead Door products, accessories, and a level of customer support unmatched in the industry. Sincerely, Overhead Door Company of DAYTONA OVERHEAD DOOR CORPORATION Overhead Door Corporation, based in Dallas, Texas, is a leading single -source manufacturer of integrated door and operator systems for commercial and residential applications. Overhead Door is the door solutions provider that delivers expert service and the highest level of performance and reliability. Our comprehensive product line encompasses a wide variety of commercial door solutions including: commercial operators, commercial sectional and rolling service doors, advanced performance rolling doors, and security grilles. With our nationwide network of more than 400 authorized distributors, we are a leading provider of overhead and garage door systems, and we continue to lead the way with reliable solutions and unmatched professional installation, service and support that keeps customers coming back. The brand trusted for over 90 years, Overhead Door gives home and business owners confidence and peace of mind. To locate a distributor: From the United States, call 1-800-929-3667 (DOOR) International: 1-717-248-0131 http://www.overheaddoor.com/Pages/distributor-locator.aspx Contact Information: Overhead Door Corporation 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 Telephone: 1-800-275-3290 www.overheaddoor.com PREVENTATIVE MAINTENANCE ©Overhead Door Corporation Operation & Maintenance Manual: Rolling Doors BENEFITS OF PREVENTATIVE MAINTENANCE PROGRAM Increase operational efficiency, safety and reliability Extend useful life of your equipment Reduce probability of equipment malfunctioning Decrease costly downtime Decrease long-term repair expense Priority scheduling for service Establish relationship with experienced, service-oriented professionals ©0verhead Door Corporation Preventative Maintenance TROUBLESHOOTING GUIDE FOR ROLLING SERVICE DOORS 1. DOOR IS HARD TO RAISE BUT EASY TO LOWER. SOLUTION: Springs require more turns. Raise door to fully opened position and add spring tension (1 /8 turn at a time) until the same resistance is felt lowering the door as is felt raising the door. Adjust tension wheel with steel winding bards 3' long and diameter''/i' or '/4". 2. DOOR IS HARD TO LOWER BUT EASY TO RAISE. SOLUTION: Springs require fewer turns. Raise door to fully opened position and remove spring tension (1/8 turn at a time) until results listed in example 1 are achieved. 3. DOOR HANGS UP AT ENTRANCE INTO GUIDES. SOLUTION: a. Bellmouths might be out of position away from the headplate allowing endlocks to wedge. Loosen attachment nut and locate edge of bellmouth snug against headplate and tighten. b. Endlocks might have become loose and tilted out of position. Drill out loose fasteners and reattach with suitable fastener. c. Curtain might have been bent and damaged enough to wedge in guides. In some cases the bellmouths can be removed from the guide entrance and the curtain lowered outside of the guides and straightened. Be careful not to allow curtain to rapidly unwind off the counterbalance. 4. ELECTRIC OPERATOR STOPS TOO SOON; DOES NOT REACHT THE OPEN OR CLOSED POSITION. SOLUTION: Operator limit switch setting has become out of phase with the door. Reset the limit switches. See operator installation instructions for method of resetting limits. 5. OPERATOR DOES NOT RUN. SOLUTION: a. Verify that electric power is available to the operator. b. Verify 24 VAC control voltage form operator transformer. c. Verify condition of hoist interlock switch. d. Verify condition of slidebolt interlock switch. ©Overhead Door Corporation Preventative Maintenance RECOMMENDED PREVENTATIVE MAINTENANCE To keep door in good working condition: Every three months' Oil all moving parts except the clutch mechanism on fire doors and the wool pile in the guides on rolling grilles or counter doors. The guides should be lubricated with a paste wax or silicone spray. If electrically operated, check the operator gear reducer for oil leakage. If it is necessary to add oil, use Mobile Synthetic Oil (AGMA 7 #SHC 75W90). Check the tension of the roller chain between the operator and the door sprocket (see Figure A). If too loose, loosen the operator mounting bolts and slide the operator to tighten the chain (see Figure B). Retighten the operator mounting bolts. Oil the interior roller chain on operators without gear reducer. Every six months' Oil all exposed roller chains, and on electric operators, dry lube the limit switch shaft threads. All bearings provided with grease fittings should be lubricated. If so equipped, find bearings located in the drive bracket and tension end of the counterbalance. Fire doors should be drop tested unless more frequent testing is required by other codes. Always use the Drop Test Instructions located inside the tension headplate cover. On crank operated doors and grilles, the crank assemblies are sealed with grease and should not require lubrication. The above frequency of maintenance is for normal operation. Severe duty or unusual operating conditions may require modification of the times between maintenance. r A �} C B_ A+B must equal more than 'W Figure A ©Overhead Door Corporation Figure B Preventative Maintenance � ' ' • `� •. . SCOPE OF WORK FOR ROLLING DOORS AND ELECTRIC OPERATORS ROLLING DOORS: 1) Inspect door alignment and level. 2) Inspect slats and endlocks for damage. 3) Inspect guides, bottom bar and hood for damage. 4) Inspect all weather-stripping for wear or damage. 5) Adjust spring and lubricate bearings. 6) Inspect and tighten fasteners. 7) Inspect and lubricate chain hoist. 8) Inspect locks for proper operation. 9) Inspect and tighten all sprockets and shaft collars. 10) Inspect safety labels, placement and condition. ELECTRIC OPERATORS: 11) Inspect and adjust limit switches. 12) Inspect and adjust belts. 13) Inspect and adjust brake. 14) Inspect gear reducer. 15) Inspect operator mounting. 16) Inspect and test disconnect. 17) Inspect and lubricate roller chain. 18) Inspect and tighten all sprockets. 19) Inspect safety labels, placement and condition. ROLLING FIRE DOORS: 20) Inspect fuse links and replace painted fuse links. 21) Drop test door for proper operation. 22) Check that door is properly reset. 23) Test electric fusible links for continuity (where applicable). 24) Test smoke detector (where applicable). 25) Test hold -open devices and time delays (where applicable). 26) Inspect safety labels, placement and condition. ©Overhead Door Corporation Preventative Maintenance tatb�..�• INSTALLATION INSTRUCTIONS ©Overhead Door Corporation Operation & Maintenance Manual: Rolling Doors Installation Instructions for ROLLING SERVICE DOOR Series 780 CD/790 CW Contents Warnings & Safety Information...................2 KeyDrawing.....................................................3 Door Installation Data Sheet ......................4 Pre -Installation Checks &Tasks...................5 Installation ............................... .................... 6-12 USE PROPER LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID INJURY This installation manual provides the owner c person information required to install, trout and maintain a Rolling Service Do IMPORTANT CHECK for shipping damage. CHECK door against packing list to make sure door is CHECK width and height of door opening against sit CHECK to make sure headroom and side clearances The Genuine. The Original. Read these instructions completely before attempting to install this door. WARRANTY VOID IF DOOR IS NOT INSTALLED ACCORDING TO INSTRUCTIONS. DO NOT CUT OR REMOVE RETAINING BANDS UNTIL INSTRUCTED TO DO SO. CHECK WARNING LABELS ON DOOR FOR PROPER INSTALLATION PROCEDURE. This document also refers to the following other documents or specifications; Expansion Anchor Requirements 307390 Installation Instructions, Cast Gear Drive Chain Hoist 308042 Chain Hoist Assemblies and Operation 300951 02010 overhead Door Corporation www.overheaddoor.com 220153-0001 Rev 05/19/2011 SAFETY INFORMATION OVERVIEW OF POTENTIAL HAZARDS READ THIS SAFETY INFORMATION Overhead doors are large, heavy objects that move with the help of springs under high tension and electric motors. Since moving objects, springs under tension, and electric motors can cause injuries, your safety and the safety of others depend on you reading the information in this manual. If you have questions or do not understand the information presented, call your nearest trained door system technician. In this section, and those that follow, the words Danger, Warning, and Caution are used to emphasize important safety information. The word: A DANGER indicates an imminently hazardous situation which, if not avoided, will result in death or serious injury. A WARNING indicates a potentially hazardous situation which, if not avoided, could result in death or serious injury. A CAUTION indicates a potentially hazardous situation which, if not avoided, may result in injury or property damage. The word NOTE is used to indicate important steps to be followed or important considerations. IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS ential Hazard Effect Prevention F A WARNING Keep people clear of opening while Door is moving. Could result in Do NOT allow children to play with the Door Operator. Death or Serious Injury Do NOT operate a Door that jams or one that has a broken spring. MOVING DOOR A WARNING Turn OFF power before removing operator cover. Could result in When replacing cover, make sure wires are NOT pinching or near moving parts. Death or Serious Operator must be fully grounded. ELECTRICAL SHOCK Injury A WARNING Do NOT try to remove, install, repair or adjust springs or anything to which door �^ spring parts are fastened, such as, wood blocks, steel brackets, cables or other like Could result in items. Death or Serious Injury Installations, repairs and adjustments must be done by a trained door system HIGH SPRING TENSION technician using proper tools and instructions. 2 220153-0001 Rev 05/19/2011 www.overheaddoor.com 02010 Overhead Door Corporation Key Drawing Rolling Service Door with parts. Right hand door is illustrated. In a left hand door the barrel and both brackets are reversed. Guides for masonryjambs shown. Headplate A Bracket TENSION END �o Guide Label Angle Guide (Assembly Shown) Slide Bolt Step Lift Handle Figure 1 Barrel Assembly Bottom Bar Step Lift Handle Drive Gear Chain Hoist Headplati Bracket . tu-14, x" Safety Label 4 DRIVE END Guide Label Slide Bolt Angle Guide (Assembly Showi Please note that components and component locations are shown here for REFERENCE ONLY. 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A reference point marked on the curtain ring and door shaft is required to neutralize the spring before clamping the door shaft. See Table 3, Page 9, for for the initial turns required to wind counterbalance springs, then locate bottom bar accordingly. (NOTE: Incorrect number of turns will affect door operation. See directions on sheet 7 for adjusting spring tension. EXAMPLE: If the number of initial turns is 1 and 1/2, locate bottom bar at the 1/2 turn position (Figure 4). Step 8 Table 2 - Guide Fasteners Jamb Doors Width Fastener Spacing Steel 780CD Up to 16' 1/4" Screw Every other hole 790CW Up to 20' 1/4" Screw Every hole 1/4" Masonry Screw (3/16" Drill Size, Concrete/ Masonry 780CD Up to 16' 2-1/4" Deep)* Every other hole Optional 1/4" Expansion Anchor (1/4" Drill Size) Up to 16' 3/8" Expansion Anchor Every hole 16Oto r 1/2" Expansion Anchor Every hole 790CW 780CD I Up to 16' 1/4" Lag Screw Every other hole 790CW Up to 16' 3/8" Lag Screw Every hole Wood 16'to Over 1/2" Lag Screw Every hole will explain the winding procedure. *Use ANSI 1395.12 carbide tipped drill bit and drill sizes for supplied fasteners. 5. Position curtain assembly on For all others, refer to manufacturer's supplied installation method. headplates according to dimension J in Figure 3. Curtain must be centered on door opening. 6. Install saddle clamps at both ends of door shaft as shown in Figure 5 and securely tighten saddle clamps to headplates. 7. Position guides to opening as shown in Figure 6. Clearance between curtain and inside of guides is shown in Figure 7. Adjust curtain or guides as necessary to achieve this spacing. Secure guides to jambs with supplied fasteners. See Table 2. 8. Curtain assembly counterbalance springs must now be wound for the number of initial turns required to set spring tension. As explained in 314 TURN Step 4, use the initial turn setting to wind counterbalance springs. EXAMPLE: If initial turn setting is 1 and 1/2 use the following procedures: A. Starting at the'/2 turn position, rotate curtain assembly on door shaft 1 and 'h turns in the "CLOSE" direction (See Figure 4). B. Bottom bar should stop at the FULLTURN position. 9. Secure bottom bar or hand chain to prevent curtain from unwinding and remove retaining bands. 10. Lower bottom bar into guide openings and lower curtain to the floor. 11. Install bottom bar stops as shown in Figure 8. Make certain the head of the bolt is on the inside of the guides for proper door operation. 12. Check both guides to insure the clearance shown in Figure 7 is maintained along the full length of the guides. Adjust both guides for clearance if necessary and secure. 13. Make sure radius at top of guides leads curtain into guides smoothly. If necessary, bend radius to adjust. NOTE DO NOT LUBRICATE GUIDES. DOOR SHOULD OPEN AND CLOSE WITH EQUAL EFFORT. If door is easy to close but hard to open - INCREASE SPRING TENSION If door is easy to open but hard to close - DECREASE SPRING TENSION Excessive Spring Tension can result in damage to the bottom bar and door stop and if used while in such a damaged state can cause serious injury. NOTE DIRECTION OF ARROWS ON SADDLE CLAMPS 1/2 TURN CLOSE DIR/ ECi1OM' FULL TURN Figure 4 Figure 5 1/4 TURN ©2010 Overhead Door Corporation www.overheaddoor.com 220153-0001 Rev 05/19/2011 5 TO ADJUST SPRING TENSION: 13. (continued) A. Raise curtain to fully OPEN position. B. Loosen set screw on chain hoist, if present. C. Adjust spring tension (Figure 9) according to the following procedure: AA. Apply torque to door shaft using a pipe wrench. BB. Loosen saddle clamp bolt nuts at both ends of the doorshaft. CC. Adjust spring tension as desired. NOTE: DO NOT adjust more than 1/4 turn at any time. DD. Tighten saddle clamp bolt nuts at both ends of doorshaft. D. Tighten set screw on chain hoist, if present. E. Check door operation. Readjust spring tension if necessary. 14. Install slide locks to bottom bar as shown in Figure 10. Increase Tensior Figure 11 Figure 8 JambType 78000 790CW Masonry All Sizes Up to 8' Wood All Sizes Up to 10' Steel All Sizes Up to 14' are 6 1/4" 1/8" to Figure 7 3/8" NOTE: Distances are measured from the inside of the guide. Decrease Tension nyure v 3/8 to 5/8 rlyule iu JambType 790CW Masonry Over8' Wood Over 10' Steel Over 14' 23 Figure 12 6 220153-0001 Rev OS/19/2011 www.overheaddoorcom 02010 overhead Door Corporation Figure 13 See page 8 for Bill of Materials (Callouts with (k) refer to the 6:1 CHAIN HOIST KIT Bill of Material) 02010 Overhead Door Corporation www.overheaddoor.com 220153-0001 Rev 05/19/2011 7 STANDARD DOOR HARDWARE ITEM PART NUMBER PART DESCRIPTION QTY 1 202023-0002 BRACKET, HEADPLATE 2 2 220154-0002 STOP, BOTTOM BAR, RH 1 3 220154-0001 STOP, BOTTOM BAR, LH 1 4 202157-0001 SADDLE CLAMP, SHAFT 4 5 306973-0002 SLIDEBOLT,1" wide x 11-1/4" long 2 6 080302-2832 WSHR, FLAT, PLD, 3/8" x 1" OD 8 7 080105-0628 BOLT, HH, NC, 3/8" x 3-1/2" LG 4 8 080322-0382 WASHER, LOCK, 3/8" 4 9 080352-0616 NUT, HEX, PLD, 3/8-16 NC 4 10 086420-0505 BOLT, CARRIAGE, SQ NECK, RND HD 5/16 x 5/8 2 11 080302-2222 WSHR, FLAT, PLD, 5/16" x 11/16" OD 4 12 080352-0518 NUT, HEX, PLD, 5/16-18 NC 2 20 086480-1620 NUT, HEX, W/LK WSHR,1/4-20 2 21 061239-0000 SPACER, ROLLED, 1 /4" x 1/4!' 4 23 086420-0408 BOLT, CARRIAGE, SQ NECK, RND HD 1/4%1 x 1 2 24 205938-0001 STEP / LIFT HANDLE 2 1 220141-0007 6:1 CHAIN HOIST KIT 1 1 220076-0005 KIT, FSTNR, WALL, STL 1 220076-0011 KIT, FSTNR, WALL, STL 1 220082-0001 KIT, FSTNR, HDW, COML 1 2 080807-0005 ROPE, POLY, BULK, #8,1/4"DIA 6 3 205938-0001 STEP LIFT HANDLE 2 4 220153-0001 INS, INSTL, COML, SHTDR 1 5 301603-0002 WARNING, LABEL, ROLLING DOORS 2 6 604729-0001 DECAL 2 7 606853- 0014 BOX 1 8 202023-0002 BRKT, HDPL, .120" THK 2 9 306973-0002 SLI DEBOLT,1 " W x 1-1 /14" L, DADE 2 11 220154-0001 STOP, BOTTOM BAR, SHTDR, LH 1 1220154-0002 STOP, BOTTOM BAR, SHTDR, RH 1 12 220205-0001 6:1 CHAIN HOIST 1 13 220207-0001 SCREW 3 14 1220206-0001 GEAR 1 Table 3 8 220153-0001 Rev 05/19/2011 www.overheaddoor.com 02010 overhead Door Corporation 15'6" up to 16'5" 2.75 14'6"up to 15'5" 2.50 13' 6" up to 14' 5" 2.50 12'6"up to 13'5" 11 2.50 11'6"up to 12'5" 2.50 0'6" up to 11' 5" 2.50 9'6" up to 10'5" 2.50 8'6" up to 9'5" 2.25 6'6"up to 71511 2.25 5'6" up to 6'5" 2.25 4'6" up to 5'5" 2.00 3'6" up to 4'5" 2.00 2'6" up to 3'5" 2.00 8 220153-0001 Rev 05/19/2011 www.overheaddoor.com 02010 overhead Door Corporation Figure 14 ITEM PART NUMBER PART DESCRIPTION QTY 1 204215-0002 JAMB EXTENSION - IDLE END 1 2 204214-0002 JAMB EXTENSION - DRIVE END 1 3 205981-0005 MOUNTING BRKT., .188THK, LH 1 4 205981-0006 MOUNTING BRKT., .188THK, RH 1 02010 overhead Door Corporation www.overheaddoor.com 220153-0001 Rev 05/19/2011 9 im STEP 17 PRODUCT SAFETY INSTRUCTIONS The door installer has the following responsibilities: • Find labels in hardware box. Attach "Warning" Label 301603 as directed on label, Figure 16. Attach "Do Not Lubricate" Label 604729 to wall at eye level, Figure 15. Demonstrate to the door user the correct way to control the closing speed of the rolling door with crank, hand chain or push-up operation; show that two hands should be used to control the hand chain. Inform the door user about the following requirements from ANSI Z535.4-. "Product safety labels should be periodically inspected and cleaned by the product user as necessary to maintain good legibility." The product user should order replacement safety labels from the door manufacturer as required to maintain legibility. Inform the door user that electric operators must be installed on the door in accordance with the instructions from the manufacturer of the operator. STEP 18 • Attach chain keeper to wall or door guide assembly. Instruct door users to wrap hand chain as shown in Figure 17. • Tie rope to bottom bar. Figure 17 UN PATH (1) DO NOT LUBRICATE GUIDES 604729-0001 10/22/92 Figure 15 !i] MOVING door could result in death or serious injury Do NOT close door until doorway is clear. .AFETy _011 1. control the dosing speed of crank, hand chain or push- up operated doors. 2. Do NOT stand or walk under door while door is moving. 3. Keep doorway dear and in full view while operating door. 4. Do NOT allow children to operate door. 5. Unlock door before opening door. 6. Motor operated doors with sensing edge should be tested frequently. 7. Doors that do not open or dose must be repaired by a trained door system technician. Place label at a readable height on door drive side guide orjemb. Do NOT remove, cover or paint over label. Product user should inspect this label periodically for legibility, and should order a replacement label from the door manufacturer as needed. The Genuine. The Original. �� m rnnamr �msoaacos Figure 16 10 220153-0001 Rev 05/19/2011 www.overheaddoorcom 02010 Overhead Door Corporation Troubleshooting SYMPTOM POSSIBLE CAUSE 1. Dooriseasytoclose,buthardtoopen... - Insufficient spring tension.\ 2. Dooriseasytoopen,buthardtoclose... - Excessive spring tension. 3. Door is hard to operate... - Mounting brackets are not level. - Curtain assembly is not parallel to opening. - Door assembly incorrect distance from wall. Guide leads are improperly adjusted. (Adjustment must be made with door fully closed). Guides may be damaged. Insufficient clearance between curtain and inside of guide. (Check Figure 7 for required clearance on both sides). Mounting brackets too low. Check Figures 1 & 2 for proper location. 4. Bottomweathersealdoesnotcontact - Floor is not level. floor evenly... - Mounting brackets are not level. - Guides are not plumb. - Spring tension too high. See Page 6, Figure 7 for tension Adjustment procedures. 5. Doortelescopesorrollsupunevenly... - Mounting brackets are not level, or are too low. - To straighten door curtain: A. Adjust mounting brackets to the correct position (Figures 1 & 2). B. While positively retaining door curtain to prevent unwinding of spring, remove guides from jambs. C. Lower curtain to floor, and carefully raise, to square the curtain back up on the barrel. (DO NOT remove positive hold on curtain until guides are back in place). Repeat as necessary. D. Replace guides and bottom bar stops. 6. Dooroperatesstifflyorcurtain rattles - Guides are too long. over guide leads... - Door assembly is mounted too far from opening. A. Adjustment must be made with door fully open. B. Loosen saddle clamp bolts on one end. C. Push curtain assembly toward header until correct setting has been obtained. See dimension "J"- Figure 2 - Page 4. D. Retighten saddle clamp bolts. E. Repeat procedure for other end of curtain. Assembly MUST BE parallel with header. - Add shim behind top guide attachment to wall. Mounting brackets to low: A. Raise brackets, or B. Cut track from bottom. (Door will hang in opening). 02010 overhead Door corporation www.overheaddoor.com 220153-0001 Rev 05/19/2011 11 OPTIONAL HEADER SEAL 1. With door closed, mark attachment point for header seal on curtain (Figure 18). 2. Raise curtain until attachment point is accessible holes for rivets on 12" centers using a number 29 drill. 3. Hold header seal along attachment point and drill. 4. Secure header seal to curtain using 1/8" diameter, large flange rivets. RUBBER SEAL 12 220153-0001 Rev 05/19/2011 www.overheaddoor.com 02010 overhead Door Corporation > 5�' C N J 9 2 aFo o p iw [9 a r m ¢ N A N O n n c a$ 3p 33 z O C3 '--' � lWJf3N aNW3dD aooa �t9Nx� l� o �` yyy1 zwc A\ � 6CW Q' � T T Y T Y l 6 7 NVry Q< -1G H A M9 pL �b� UZpn L'i0 ��[(T. 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INSTALL PER SINES M�I�PX 22 t BY N DRIP CAP NR,I&A SEE SHEET 5 HAX. AS - ANCHOR EEDUiPFOR AS .AFi19M/RLIWY rf o fz� =3 Q3 5 PP CAP WLV. 460 ASIR X024 A20' MIN. STL 5' N ' N 48' MAX SEE SHEET 4 FOR AP4,V ST ANCHORS MIN Try INSTALLATION. E,yyyb OM / Q4 ] IVES 69BAU69B MR VIE4 BRAPs ,.j HINGE DOOR OPENING 4.6' STD HI H -: MI L, r FOR DOOR OPENNG WTO 90' -INS -MIN (3) HINGES � S1. FOR DOOR OPENING DIRER NA - Bb' IN H - NN (1) F TOP 5iD LOCATI10.3 9.75' ! FIM RABBET IN BOT O 0. OF TIP NNCE (HINGE LR FLOOR TO CL OF BOTTOM HINGE, NOTE SPACED A BETWEEN. LATIN LUS IINGE MAY VARY, MAX SPO, 22 00 NOT EXCEED 13.3 APPROVED STANLEY MI HINGE MODELS: IVES 112 110, 329118. 800, 700. ]PICS, 4ARKAR 240HD(, x]Io INMm NG -SOS. STANLEY BW A NATER ]STANDARD 790-900,SI SELECT SUECIF AM A900 W A210HD(SEE SHEET IJ) MANUFACTURING FACILITY. 4. SEE MEET IN @ 3 FOR AVAILABLE STANDARD ER'SOPENINGIN SLUES AND SPECDICAOWS. ® SCHLAGE LOCK COMPANY, LLC STEELCRAFT 5. HARDWARE WSTALLAMW AS PER NANUFAIIURER'S INSTRUCTIONS. IR ea LOCItSICE �'�7 6810 HILLSDALE COURT 9017 BLUE ASH ROAD D. 4' FACE HEAD 15 AVALMXE FOR FRAMES / RENE'DIONK _ L --_J_ INDIANAPOLIS. IN 46250 CINCINNATI, OH 45242 7. APPLY CAULK AS NEEDED. ,{\\ CHAMHEL �---J S, WEADIERSTRIPPINM SEE SHEET 5. f, THIRD Av6tE PROJECTIONTITLE; SIEELCRAFT H SERIES SINGLE FLUSH CI COMMERCIAL STEEL DOOR: -WHEN WATER INFLTRAOON I,9 NOT NEEDED INSTALL WEADHERSTRPPIRC PER VT.S / 4n VIE WON AND WITHOUT PANIC EAT DENILS -ONE ROW OF M074 WEATHERSTRIPPING PER JAMB AND READ. TO SUIT DOOR HEIGHT ,f -WHEN WATER INFILTRATION IS REQUIRED - INSTALL PER SATS. / •-1.66' SMF MIAMI-DAOE COUNTY PRODUCT APPROVAL 9. SEE SHEET 10 FOR SECDON A -A. SEE SHEET 11 FOR SECTIONS S -B. H -SERIES FLUSH SINGLE DOORS (OUTSWiNG) 10. ELECTRICAL INSTALLATION AND FIRE RATINGS ARE UNDER SEPARATE APPROVAL AND MUST RE RENEWED BY 11. OPIKI NL, P RER ITIi1TY. \ /3S M� IRFS07 11. OPTIONAL PONDER 1RANJFItS. 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FEATURES BLOWER: • Plug-in, permanently lubricated motor - engineered for continuous operation • Dynamically balanced centrifugal blower wheel for quiet, efficient performance • Maintains a high percentage of rated CFM in less than ideal installations • Low RPM for quiet operation • Resilient anti -vibration motor mounts (QTXE150 only) HOUSING: • Rugged, 26 gauge, galvanized steel construction • 6" round ducting for superior performance • Polymeric duct connector with tapered sleeve and no metallic clatter • 7-5/8" height allows for 2" x 8" (nominal) joist installations • Sturdy, easy, four -point mounting directly to joist • Includes unique spacer (patent pending) for mounting to engineered "I" joists • Includes hanger bars to position housing anywhere between 16" to 24" -on -center joists • Two sets of mounting holes for hanger bars allow flush installation with bottom or top of drywall • Can be mounted in ceilings up to 12/12 pitch GRILLE: • Polymeric construction • Innovative design - the result of extensive research with designers and consumers CONTROLS (Purchase separately): • Model 69VL (Ivory) / 69WL (White) - One rocker switch with "on" indicator light • Other controls available from Broan-NuTone U.L. Listed for use over bathtubs and showers when connected to a GFCI protected branch circuit (ceiling mount only). 3 -Year Warranty SPECIFICATION SHEET TYPICAL SPECIFICATION Ceiling Ventilator shall be Breen Model QTXE050 (QTXE080) (QTXE110) (QTXE150). Ceiling Ventilator shall have corrosion resistant galvanized steel housing with four -point mounting capability. It shall be ducted to a roof or wall cap using 6" round ductwork. Blower assembly shall be removable, have acentrifugal-type blower wheel and a permanently lubricated motor designed for continuous operation. Non-metallic damper/duct connector shall be included. Air delivery shall be no less than 50 (80) (110) (150) CFM and sound level no greaterthan <0.3 (0.3) (0.7) (1.4) Sones. All air and sound ratings shall be certified by HVI. Ceiling ventilator shall be Energy Star® qualified and have an energy efficient permanent split capacitor motor. Ceiling Ventilator shall be U.L. Listed for use over bathtubs and showers when connected to a GFCI protected branch circuit. ® CERTIFIED Broan-NuTone LLC Hartford, Wisconsin www.broan.com 800-558-1711 REFERENCE QTY. REMARKS Project Location Architect Engineer Contractor Submitted by Date 90D 990440856 Model 0.10 50 < 0.3 19.7 0.25 39 0.10 80 0.3 23.3 0.25 55 0.10 110 0.7 33.5 0.25 90 0.10 150 1.4 51.3 0.25 137 100 Model Amps QTXE050 0.2 QTXE080 0.2 QTXE110 0.3 QTXE150 0.5 ENERGY STAR Model Shipping Weight QTXE050 12.4 tbs. QTXE080 112.4 tbs. QTXE110 13.0 tbs. QTXE150 1 13.6 lbs ■■■■■■■■■■■■■■■■■■■■ oil ■■■■ ■■■■ ■ ■■ ■ ■ ■ ■ ■ ■■■■■■ ■■ ■■ •1t ww■ww�_�wwwwwwwwwwwwwwwwwwwwwww wwwwww■■■■��w■wwwwawwwwwwwwwww wwwwwwwwwwww��www■w■w■wwww■www w■■wwwwwwwwwww��wwwwwwwwwwwwww wwwwww■■wwwwwwwww►�w■■■wwwwwwww wwwwwwwwwwww■■w■■■■w•■■■■■w■■ww www■■w■■■■■■■■■■■■ww■►www■ww■ww ww■■■w■ww■wwwwwwwwwwww►oww■■■ww wwwwww■■■■w■■■w■w■■w■wwwm■ww■ww w■■■wwwwwwwwwwwww■wwwwwwwm■■■ww w■wwwww■w■■ww■■■■■■w■■www■o■■w■ w■■■■w■■■www■■■wwwwww■■■wwwo■ww ■wwwwwwwwwww■■www■■w■■wwwww■.w■ ww■■■ww■w■ww■■w■ww■w■■■w■■wwwwm LNGREENHECK Building Value in Air. Model: SE1-10-428-P Ilewall Direct Drive Fan ` ai6tor Access From Int. of Bldg. Dimensional Quantity 1 Weight w/o Aces (lb) 20 Weight w/ Acc's (lb) 52 Optional Damper (in.) 12 x 12 Wall Opening (in.) 16.25 x 16.25 Performance Requested Volume (CFM) 250 Actual Volume (CFM) 255 External SP (in. wg) 0.25 Total SP (in. wg) 0.288 Fan RPM 1650 Operating Power (hp) 0.04 Elevation (ft) 20 Airstream Temp.(F) 70 Air density (lb/ft3) 0.075 Tip Speed (ft/min) 4,320 Static Eff. (%) 27 Motor Motor Mounted yes Size (hp) 1/20 (or greater) Volfage/Cyde/Phasa 115/60/1 Enclosure TEAO Motor RPM 1650 Windings 1 O.E 0.5 Printed Date: 4/20/2016 Job: SEBASTIAN GOLF COURSE STORAGE Mark: EF - 2 GUARD I WALL HOUSING DAMPER11 II II INTERIOR L J EXTERIOR EXHAUSTAIRFLOW 0.1 E 1 0.30 0.25 0.20 0.15 3 O OL d 0.10 M 0.05 0 1 2 3 4 0.00 5 6 7 Volume (CFM) x 100 C Operating Bhp point External SP 0 Operating point at Total SP0.25 in. wg Direct Drive RPM Adjustment 0.011 in. wg 0 Operating point at External SP Damper -- —Fan curve 0.004 in. wg - - - - System curve Wall Housing 0.023 in wg ------- Brake horsepower curve Total SP 0.288 in. wg Notes: All dimensions shown are in units of in. consult lWoryactul motor amp Sound Power by Octave Band LwIA ease Aweighted s and Power level, based onnAANSISI.4 Sound 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones dBA A weighted sound pressure level, based on 11.5 dB Data attenuation per Octave band at 5 n-dBA levels are not Iloensed by AMCA Intemagonal "wlet 86 82 69 1 63 60 56 52 43 69 58 10.5 Sones- calculated using AMCA 301 at 511 CAPS 4.20.1286 K-Uobs12016 JAN-MARISEBASTIAN GOLF COURSE STORAGE.gfcj amca WORIDWIDE oERTInED RnTlnsr D sounD NIR Page 1 of 6 [MGREENHECK Building Value in Air. Printed Date: 4/20/2016 Job: SEBASTIAN GOLF COURSE STORAGE Mark: EF - 2 Model: SE1-10-428-P Sidewall Direct Drive Fan -' Standard Construction Features: - Fan panels of galvanized steel - Aluminum blade propeller - Heavy gauge welded wire motor supports and fan guard that is Zinc plated - Motor mounted to support guard with neoprene isolators - Corrosion resistant fasteners Selected Options & Accessories: Motor with Thermal Overload UL/cUL 705 Listed - "Power Ventilators" Airflow Direction: Exhaust Damper Mounted, WD -320 -PB -12X12, Gravity Operated, Not Coated Short Wall Hsg, Flush Exterior, w/ OSHA Grd. Motor Access: From Int. of Bldg. Switch, NEMA -1, Toggle, Shipped with Unit Junction Box Mounted & Wired Unit Warranty: 1 Yr (Standard) CAPS 4.20.1286 K Uobs12016 JAN-MARISEBASTIAN GOLF COURSE STORAGE.gfcj Page 2 of 6 LH,GREENHECK Building Value in Air. Short Wall Housing Printed Date: 4/20/2016 Job: SEBASTIAN GOLF COURSE STORAGE Mark: EF - 2 Sendard Construction Features: - Galvanized steel construction - Heavy gauge mounting flanges - Pre -punched mounting holes - Inside flanges allow damper to be mounted - Overlapping weatherhood flange keeps rain out - OSHA Protective guard of welded steel wire completely protects the drive side of the wall housing. Notes: All dimensions shown are in units of in. 15.25 CAPS 4.20.1286 KWW20116 JAWMAMSEBASTIAN GOLF COURSE STORAGE.gfcj Page 3 of 6 LMGREENHECK Building Value in Air. Internal View Construction Features Printed Date: 4/20/2016 Job: SEBASTIAN GOLF COURSE STORAGE Mark: LOUVERS ESS -502D 5 in. Frame, Non -drainable sightproof Blade Application & Design ESS -502D is a 5 in. deep extruded aluminum sighlproof louver designed to protect air intake and exhaust openings in building exteriors specifically for applications requiring extremely high structural design loadings. Design characteristics meet the performance criteria established by the Florida Building Code and Miami -Dade County. Tested in accordance with and passes TAS 201 (Large Missile Impact), TAS 202 (Uniform Static Air Pressure) and TAS 203 (Cyclic Wind Loading). The ESS -502D may be installed in a location where the space behind the louver is designed to accept water penetration and houses water resistanttwater proof equipment, components or supplies. The maximum design wind -load shall not exceed 110 PSF. Qualified for installation within concrete/masonry, steel stud, structural steel or wood framed building conditions. Has continuous perimeter aluminum mounting angles. The ESS -502D is an AMCA Certified Louver enabling designers to select and apply with confidence. Florida Product Approval Number: FL12941.1 Miami -Dade NOA Number: 14-0624.16 Frame Depth (in.): 5 Frame Thickness (in.): Frame Type: Channel Sizing: Shape: Rectangular Welded Construction: tions and Accessories Finish Louver Finish Type: Mill Insect Screen Insect Screen Location: Internal Insect Screen Type: Mounting Build. Substrate Cond.: CMU Warranty Product Warranty: 1 Yr (Standard) Summary 0.081 Louver Material: Rough Opening Fixed Blade Thick. (in.): Yes Impact Qualified: Aluminum ID # Tag Qty. W (in.) H (in.) Free (ftz Area Sect. Wide Sect. High Sect. Ship 1-1 CSB INTAKE 2 36.000 36.000 4.18 1 1 2 1-2 SR INTAKE 2 14.000 14.000 0.32 1 1 2 Aluminum 0.081 Enhanced Lev E The maximum design vend load is 110 PSF. Please refer to the product data submittal information for installation instructions. Any additional structural reinforcing members or materials not otherwise shown as "By Greenheck- shall be considered by others. Unless indicated otherwise the following are NOT included in the quote Provided: straduml steel, anchors into surrounding substrate or structure, shims, backer rod, sealant, dissimilar material isolation, field measuring, installation, gashing, trim, enclosures, blankog panels, mullion covers, hinged frames, removable subframes, custom birdFnsect screen, twat, metallic and/or exotic paint finishes, bituminous paints, taxes, PE stamped structural struural calculagons or job specific engineered submittal drawings. CAPS 4.20.1286 K tJobst2016 JAN-MAR\SEBASTIAN GOLF COURSE STORAGE.gfq Page 4 of 6 LYGREENHECKPrintedJob: SEBASTIAN GOF COURSE STORAGE Building Value in Air. Mark: LOUVERS Louvers Product Limited Warranty mink you for purchasing Greenheck louvers. Greenheck warrants this equipment to be free from defect in material and workmanship for a period of 1 year from the date of product shipment. Any units or parts, which prove defective during the warranty period, will be repaired or replaced at our option when returned to our factory, transportation prepaid. Unless agreed upon otherwise Greenheck will not be held responsible for costs associated with removal or installation of product(s). The legal remedies described in this Limited Warranty are the sole exclusive remedy of Customer. This limited warranty will be void if payment from Customer is not received within a commercially reasonable time frame. GREENHECK MAKES NO OTHER WARRANTY, EITHER EXPRESS OR IMPLIED, REGARDING ITS PRODUCTS, OR ITS SELECTION AND APPLICATION, INCLUDING, BUT NOT LIMITED TO, COMPLIANCE WITH BUILDING CODES, SAFETY CODES, LAWS, MERCHANTABILITY OR FITNESS OR A PARTICULAR PURPOSE. This limited warranty is extended solely to the Customer. It is nontransferable and non -assignable, and the Customer shall not permit or authorize its employees, agents, representatives or customers to claim, represent or imply that this limited warranty extends or is available to anyone other than the Customer. In the event of material breach by the Customer of any of the conditions of this warranty, Greenheck shall have no liability for and product failure claims. Failure to pay Greenheck in full for original services will automatically make this warranty null and void. Greenheck will not be held liable for incidental or consequential damages of any kind. The limited warranty of product(s) replaced or repaired under this limited warranty shall be limited to the remainder of the original warranty period. Greenheck reserves the right to reasonable field access to diagnose and repair any product alleged to be defective. This limited warranty may not be modified by anyone and may not be changed by such things as purchase order forms or acceptance forms, unless otherwise agreed upon by Greenheck. This limited warranty is provided in lieu of any other warranty requirements or obligations, including, but not limited to, those within project specifications. All notices and claims given under or pursuant to this agreement shall be in writing and sent by certified or registered mail, postage prepaid, return receipt requested to: Greenheck, Attn: Louver Sales, 525 Western Road, Schofield, WI 54476. By proceeding to use our products and services on your project, you accept the terms of these limited warranties. SAPS 4.20.1286 K:1Jobs12016 JAN-MARISEBASTIAN GOLF COURSE STORAGE.gfcj Page 5 of 6 &,GREENHECK Building Value in Air. Vertical Mount Exhaust Damper ,del: WD -320 •t. Configuration: EF - 2.75 —� 3.5 12 1 0 Printed Date: 4/20/2016 Job: SEBASTIAN GOLF COURSE STORAGE Standard Construction Features: - Model WD -320 is a vertical mount exhaust damper and is constructed of 18 ga galvanized steel with pre - punched mounting holes and a flanged frame - Damper blades are 0.025 in. roll formed aluminum with vinyl seals on the closing edge - Steel axles are 0.188 in. diameter zinc plated mounted steel in acetal bushings - Synthetic axle bearings Notes: All dimensions shown are in units of in. Width And height furnished approximately 0. 125 in. undersize CAPS 4.20.1286 K:1Jobs12016 JAN-MARISEBASTIAN GOLF COURSE STORAGE.gfcj Page 6 of 6 [MGREENHECK Building Value in Air. PN 471832 Wall Housing Assembly Instructions Sizes 8 - 54 Assembly and Installation Instructions Please read and save these instructions for future reference. Read carefully before attempting to assemble, install, operate or maintain the product described. Protect yourself and others by observing all safety information. Failure to comply With instructions could result in personal injury and/or property damage! Upon receiving the product, check for any damage that may have occurred during transit and report it Immediately to the shipper. Also verify that all accessory Items are accounted for. Wall housings are the safest, most efficient and sturdy platform for mounting sidewall propeller fans and their optional accessories. Wall housings allow for a wide range of mounting arrangements to meet specific applications. It is constructed of galvanized steel with heavy -gauge mounting flanges and prepunched mounting holes. Item Description Quantity Sizes 8-48 Quantity Size 54 1 Wall Housing Mounting Angle 4 4 2 Side Panels 2 4 3 Top Panels 1 2 4 Bottom Panels 1 2 — Fasteners 1 bag 1 bag o - lo use spmiocK fasteners in lieu of weldstuds as listed In these Instructions. NOTE: Figure 1 shows the parts for size 54. Sizes 8-48 will not require two pieces to make up the side, top and bottom panels. 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OZ NET% L 90p 9 L (hip z/t9 L Opp lsL L (9pp);Y L L 791 8/e9 (ops) °h LZ 099 9Z pl y-,0 7 �` OZ 88 z/iL 99E v (89E Z/ipL 6E 8h5L gip 8/e9L WC)*/t LNN—Es 68p b/t6L p85 £Z (p9p °/t8L,: OZ 8E Z/tL S0E ZL S %3t OP OU 8LE 8/cpL 991 Z/t9 Elp %t9L m 6L 8E %tgL OL OZ (8E z/t L pSZ 0 L (29M(t0 L 986 7t L L (LEE vi L (O9Z /10 L (Ot►1 L/L5 (Z90 min (SBp 6 L QW) %ts L 8 SSOWPILLL e (e6) Bn80 IeµeyeW eBuey BuwmoW uedwea 44PlM 3 a a 'O'M .9 d SIS P004Je4W8M puma uedwea BulsnoH IMM Damper Installation To install an optional damper, refer to Figure 6. Using a pneumatic or electric drill, run the self -drilling screws through the holes provided in the side and Iiottom damper flanges into the wall housing. Check damper for freedom of movement. If an optional camper guard or weatherhood is to be installed, refer to the next section. Damper Installed Inside Wall Housing Damper Damper Installed Outside Wall Housing \ Wea a cod �1 (Opti 0 Damper Figure 6 - Damper Damper Guard or Weatherhood Installation fo install the damper guard, center guard over amper and fasten to wall housing using the self - drilling screws. Refer to Figure 7. To install the weatherhood, slide the top flange of weatherhood under the flange of wall housing, see Figure 6, and fasten with self -drilling screws. Igure 7 - Damper Guard or Weatherhood Wall Housing Guard Installation Attach wall housing guard to wall housing using the 1/4-20 x 3/4 thread cutting screw with washer. Refer to Figure 8. Figure 8 - Wall Housing Guard Fit for Sidewall Propeller Fan Accessories Figure 9 reveals the correct fit for sidewall propeller fans after all optional accessories have been assembled and installed. Figure 9 - Sidewall Propeller Fan Accessories Ld Sidewall Propeller Fans • Wall Housing OGREENHECK Building Value in Air. ?hone: (715) 359-6171 • Fax: (715) 355-2399 • E-mail: gfdnfo@greenheck.com • Web site: www.greenheck.com 11---m 471832 • Wall Housing Assembly Instructions, Rev. 1, August 2008 Copyright 2008 ® Greenheck Fan Corr LUZ GREENHECK Application and Design ESS -502D Florida Product Approval No: FL12941.1 Miami -Dade NOA No.: 14-0624.16, EXP. 8/5/19 Miami -Dade Qualified TDI Approval No.: LVR-06 Maximum Wind -load: 110 PSF Sightproof Louver ESS -502D is a Florida Product Approved and Miami -Dade Qualified stationary sightproof blade extruded aluminum louver designed to protect air intake and exhaust openings in building exterior walls. ESS -502D is tested in accordance with AMCA 500-L Air Performance and Water Penetration. ESS -502D is tested in accordance with AMCA 540 Test Method for Louvers Impacted by Wind Borne Debris (Basic Protection, Missile Level D and Enhanced Protection, Missile Level E). ESS -502D is licensed to bear the AMCA seal allowing design professionals to select and apply with confidence. ESS -502D is tested and qualified per the following Florida test protocols: TAS 201 (Large Missile Impact), TAS 202 (Uniform Static Air Pressure) and TAS 203 (Cyclic Wind Loading). Per Miami -Dade ESS -502D may be installed in locations where the space behind the louver is designed to accept water penetration and houses water resistant/water proof equipment, components or supplies. Standard Construction Frame .........Heavy gauge extruded 6063-T5 (head, sill) and 6105-T5 (jamb) aluminum, 5 in. x 0.081 in. nominal wall thickness _11ades .........Chevron style, heavy gauge 6105-T5 extruded - aluminum, 0.081 in. nominal wall thickness, positioned on approximately 2 in, centers Construction. . Welded and mechanically fastened Birdscreen...... 3/4 in. x 0.051 flattened expanded aluminum in removable frame, inside mount (rear) Finish .......... Mill Continuous Perimeter Angles .........Ship loose, heavy gauge extruded aluminum, n finish Minimum Rough Opening Size ...8 in, W x 7 in. H Maximum Single Section Rough Opening Size ...144.5 in. W or 144.5 in. H (limited to 72 sq, ft.) Options (at additional cost) e A variety of bird and insect screens • Blank -off panels • Extended sill • Filter racks • Flanged frame • A variety of architectural finishes including: Clear anodize - Integral color anodize Baked enamel Kynar MCWORW4 DE cirm o // iRanaw AIR b� moT[m[nT Am GQnTAQI nuoclnTlOn ° o, InTlnnnTionnt.Inc.• 9 IMPACT RESISTANT LOUVER Enhanced Protection 2. See ww.v AAICA.org io• a:; wtj�cd 0, ',Sled Pro"A"M 'Width and height dimensions furnished approximately 1h inch under size. PERFORMANCE DATA __Free Area Chart ,,_ouver Boom M■Enm�= m Lourver Width In Inches rsRa Seal. The ratings shown are based on ICia tests and procedures performed in Height In Inches fl2 24 36 48 1 60 72 1 84 96 108 120 132 1 144 12 0.26 0.60 0.94 1.28 1.63 1.97 2.31 2.65 2.99 3.34 3.68 4.02 24 0.72 1.67 2.63 3.59 4.54 5.50 6.45 7.41 8.37 9.32 10.28 11.23 36 1.18 2.75 4.32 5.89 7.46 9.03 10.60 12.17 13.74 15.31 16.88 18.45 48 1.64 3.82 6.01 8.19 10.37 12.56 114.74 16.93 19.11 21.30 23.48 25.66 60 2.10 4.90 7.69 10.49 13.29 16.09 18.89 121.69 124.48 27.28 130.08 32.88 72 2.56 5.97 9.38 12.80 16.21 19.62 23.03 1 26.44 1 29.86 33.27 1 36.68 40.09 84 3.02 3.48 3.94 4.40 4.86 5.32 7.05 8.12 9.19 10.27 11.34 12.42 11.07 12.76 14.45 16.14 17.83 19.51 15.10 17.40 19.70 22.01 24.31 1 26.61 119.12 22.04 24.96 27.87 30.79 1 33.71 23.15 26.68 30.21 33.74 37.27 1 40.80 96 108 120 132 144 *Based on actual sizing Airflow Resistance (Standard Air -.076 lbttV) ft eR Wg 0.9 200 0 8 TA0 51* 48 k1 x48 ka 0.7 SLndwd #&..w5 me 0.8 too. 80 80 CL To eo O m so 40 N fi 30 U w 20 10- 8 8 T 6 5 thin 200 300 400 500 800 7008008001000 2000 3000 Mfg 2 3 4 5 8 7 8 9 10 ESS=502 D Florida Product Approval No: FL12941.1 Mlaml-Dade NOA No.: 14-0624.16, EXP. 8/5/19 TDI Approval No.: LVR-06 Maximum Wind -bad: 110 PSF Boom M■Enm�= m EE011111=0 rsRa Seal. The ratings shown are based on ICia tests and procedures performed in accordance with AMCA Publication 511 and comply with the requirements of the AMCA Certified Ratings Program. The AMCA Certified Ratings Seal applies to air performance and water penetration ratings. IMPACT RESISTANT ten, nnu�� LOUVER Enhanced Protection r it, thin 200 300 400 500 800 7008008001000 2000 3000 Mfg 2 3 4 5 8 7 8 9 10 ESS=502 D Florida Product Approval No: FL12941.1 Mlaml-Dade NOA No.: 14-0624.16, EXP. 8/5/19 TDI Approval No.: LVR-06 Maximum Wind -bad: 110 PSF Greenheck Fan Corporation certifies that the ESS -502D lowers shown herein are approved to bear the AMCA Listing Label. The Ratings shown are based on tests and procedures performaned in accordance with AMCA Publications and comply with the requirements of the AMCA Listing Label Program. The AMCA Listing Label applies to Wind Boma Debris Impact Resistant Louvers. Water Penetration (Standard Air -.076 Ib./fL3) Test size 48 in. x 48 In. Test duration of 15 min. mVm2 ortft2 0.30 80 0.25 a 9 1 0.20 L 60 c M 0.15 a G 40 0.10 G d 47 20 0.05 Free Air Velocity Model ESS -502D resistance to airflow (pressure drop) -varies depending on lower application (air intake or air --whaust). Free area velocities (shown) are higher than average ,velocity through the overall lower size. See louver selection information. (fest Figure 5.5-6.5) LNGREENHECK 009 0.00 Ev Wmin: 900 950 1000 1050 1100 1150 1200 1250 1300 MIS: 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 Free Area Velocity The AMCA Water Penetration Test provides a method for comparing various louver models and designs as to their efficiency in resisting the penetration of rainfall under specific laboratory test conditions. The beginning point of water penetration is defined as that velocity where the water penetration curve projects through .01 oz. of water (penetration) per sq. ft. of lower free area. 'The beginning point of water penetration for Model ESS - 502D is 1036 fpm free area velocity. These performance ratings do not guarantee a louver to be weatherproof or stormproof and should be used in combination with other factors including good engineering judgement in selecting louvers. Greenheck Fan Corporation certifies that the ESS -502D louvers shown m herein are licensed to bear the AMCA rsRa Seal. The ratings shown are based on ICia tests and procedures performed in accordance with AMCA Publication 511 and comply with the requirements of the AMCA Certified Ratings Program. The AMCA Certified Ratings Seal applies to air performance and water penetration ratings. IMPACT RESISTANT LOUVER Enhanced Protection r it, See WwwAATCA.o.9.'orw;cvr.6edor stedGrplUGS Greenheck Fan Corporation certifies that the ESS -502D lowers shown herein are approved to bear the AMCA Listing Label. The Ratings shown are based on tests and procedures performaned in accordance with AMCA Publications and comply with the requirements of the AMCA Listing Label Program. The AMCA Listing Label applies to Wind Boma Debris Impact Resistant Louvers. Water Penetration (Standard Air -.076 Ib./fL3) Test size 48 in. x 48 In. Test duration of 15 min. mVm2 ortft2 0.30 80 0.25 a 9 1 0.20 L 60 c M 0.15 a G 40 0.10 G d 47 20 0.05 Free Air Velocity Model ESS -502D resistance to airflow (pressure drop) -varies depending on lower application (air intake or air --whaust). Free area velocities (shown) are higher than average ,velocity through the overall lower size. See louver selection information. (fest Figure 5.5-6.5) LNGREENHECK 009 0.00 Ev Wmin: 900 950 1000 1050 1100 1150 1200 1250 1300 MIS: 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0 6.1 6.2 6.3 6.4 6.5 6.6 Free Area Velocity The AMCA Water Penetration Test provides a method for comparing various louver models and designs as to their efficiency in resisting the penetration of rainfall under specific laboratory test conditions. The beginning point of water penetration is defined as that velocity where the water penetration curve projects through .01 oz. of water (penetration) per sq. ft. of lower free area. 'The beginning point of water penetration for Model ESS - 502D is 1036 fpm free area velocity. These performance ratings do not guarantee a louver to be weatherproof or stormproof and should be used in combination with other factors including good engineering judgement in selecting louvers. PRODUCT/INSTALLATION DETAILS SINGLE SECTION ESS=502D Florida Product Approval No: FL12941.1 Miami -Dade NOA No.: 14-0624.16, EXP. 8/5/19 TDI Approval No.: LVR-06 Maximum Wind -load: 110 PSF 1Model ESS -502D is a Miami -Dade Qualified louver and must be installed in accordance with the installation instructions shown herein. Model ESS -502D is qualified for installation within concrete/masonry, structural steel, steel stud or wood framed building ;.conditions. Model ESS -502D is structurally calculated to withstand positive and negative wind -loads up to 110 PSF. The maximum single section rough opening width is 144.5 in. The maximum single section rough opening height is 144.5 in. In accordance with installation instructions, the maximum opening width can be unlimited if there is only one section high and the maximum opening height can be unlimited if there is only one section wide. SEALANT ! BACIMEI' ••••• BY E �f W 01 A HEAD DETAIL \OPTIONAL EXTENDED SILL SEALANT BACKER) BY C.RFFNHFCK 1/4' x 2' ITW BUILDEX TAPCON SCREW W/ADV. THREADFORM 1 3/4- MIN. EMBEDMENT 3' OR 6' O.C. FOR CMU (NOT 13Y GREENHECK) OR 1/4-20 X 1' S.S. SCREW 3' OR 6' O.C. FOR STRUCTURAL STEEL OR STEEL STUD NOT BY GREENHECK OR 3/8- SS LAG SCREW. 3' MIN EMBEDMENT 4' OR 9' O.C. (NOT BY GREENHECK) CONTINUOUS PERIMETER ANGLE 1' [25.4mm] X 1.5' [38.1mm] X .125" (3.173mm] EXTR. ALUM. (SHIP LOOSE) 5' (127mm) EXTR. ALUM. DRAINABLE HEAD .080' [2.1mm] THICKNESS "CHANNEL' SUPPORT - ON SECTIONS OVER 72' [1829mrn] WIDE 5' (127mm] EXTR. ALUM. BLADE .080' [2.lmm] THICKNESS OONTINUOUS PERIMETER ANGLE 1' [25.4rnm] X 1.5' [38.1mm] X .125' [3.175mm) EXTR. ALUM (SHIP LOOSE) 5- (127mm] EXTR. I ALUM. FLAT SILL I .081' [2.1mm] THICKNESS ' OPTIONAL BIRD OR INSECT SCREEN G>ILLDETAIL OGREENHECK 1/4' x 2' TTW BUILDEX TAPCON SCREW W/ADV. THREADFORM 1 3/4- MIN. EMBEDMENT 3' OR 6' O.C. FOR CMU (NOT BY GREENHECK) OR 1/4-20 X 1' S.S. INDENTED HEX HEAD THREAD CUTTING SCREW 3- OR 6' O.C. FOR STRUCTURAL. STEEL OR STEEL STUD NOT BY GREENHECK OR 3/8- SS LAG SCREW. 3- MAV EMBEDMENT 4' OR 9' O.C. (NOT BY GREENHECK) 5' (127mm) EXTR. ALUM. ORAINABLE HEAD .080' (2-1mm) THICKNESS 5' [127mrn) EXTR. ALUM. BLADE .080' (2.1mm] THICKNESS 5' [127mm] EXTR. ALUM. JAMB .080' (2.1mm] THICKNESS BUILDING CONDITIONS: CMU OR 3/16 STRUTURAL STEEL OR 14 GA STEEL STUD OR WOOD (NOT 13Y GREENHECK) SINGLE SECTION W/VERTICAL BLADE STIFFENER CONTINUOUS PERIMETER ANGLE 1" [25.4mm] x 1.5' [38.1mm] x .125" [3.175mm) EXTR. ALUM. (SHIP LOOSE) 010 x 5/8' IHWH 18-8 SS TC 4' (101.6mm) OR 6' [152.4mm) O.C. (SHIP LOOSE) 1/4' X 2- ITW BUILOEX TAPCON W/ADV. THREADFORM. 1 3/4' MIN. EMBEDMENT 3' OR 6' O.C. FOR CMU (NOT BY GREENHECK) OR 1/4-20x1' SS SCREW 3' OR 6' O.C. FOR STRUCTURAL STEEL OR STEEL STUD NOT BY GREENHECK OR 3/8' SS LAG SCREW 3- MIN. EMBEDMENT 4' OR 9' O.C. FOR WOOD NOT BY GREENHECK 'C' CHANNEL SUPPORT ON SECTIONS OVER 72' [1829mm] WIDE 5' (127mm) EXTR. ALUM. FLAT SELL .080' (2.1mm) THICKNESS 1 SINGLE SECTION Sebastian Mechanical Operation & Maintenance Manuals General Contractor: Kerns Construction and Property Mgmt. Corp. Contact: Chuck Kerns — President ckerns(c)kernsconstruction. net Cell -(772)380-6596 HVAC Contractor: All-American A/C Inc. Contact: Richard F. Kletty III — President rich ard(cDaII-americanac.com Office -(772)410-4822 To go www.mylinkdrive.com Click on the US flag on the left of the screen Top of the bar click on M -series Then click on the condenser on the right of screen Look for the model number on the list below It will give you all the options for documents. MUZFH09NA MITS MINI SPLIT HP 30.5 Serial number = 5004016T MSZFH09NA MITS WALL MOUNTED HP Serial number = 6007002T Table of Contents All Items related to the M -Series MUZ-FH09NA are highlighted for easy reference Item Cover M&P TROUBLESHOOTER: Go on line and follow directions for M -Series Pages ENGINEERING MANUAL: MSZ-FH High Performance Wall Mount Heat Pump System ---------- MSZ-FH-3 — MSZ-FH-40 PARTS CATALOG: NRoHS Parts list Optional Parts OUTDOOR UNIT SERVICE MAN MSZ-FH09NA _„_ . _,._ _.. Unit: mm (in.) jr ;_ V rtlr_r_ra��r.��■ MUZ-FH09NA REQUIRED SPACE -t 4 in. (too mm) or more % front and sides of the unit am FORM# MSZ-FH09NA - MUZ-FH09NA- 201603 Unit: mm (in.) AkMITSUBISHI ELECTRIC COOLING & HEATING 1340 Satellite Boulevard. Suwanee, GA 30024 Toll Free: 800-433-4822 www.mehvac.wm C ETA Us Intertek Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. Bee; indoor Unit MSZ-FH09NA Wireless Remote Controller - Outdoor Unit MUZ-FH09NA ACCESSORIES: Indoor Unit ❑ Condensate Pump(BlueDiamond X87-7111721; 115/230V) ❑ Condensate Pump Sauennann S130-115/230; 1151230 ❑ Replacement Platinum Deodorizing Filter (MAC-3000FT ) ❑ Replacement Anti -allergy Enzyme Finer (MAG-2330FT-Q Outdoor Unit ❑ Base Pan Heater(MAC-64OBH-U) ❑ Drain Socket(MACC--8860DS) Controls ❑ Wireless Controller (MHK1) ❑ Wired Remote Controller PAR -31 MAA (Requires MAC -3331F -E) ❑ Wireless Interface for kumo cloud'"` (PAC-WHS01WF-E) ❑ Thermostat Interface (PAC-US444CN-1) SPECIFICATIONS: JjjjLffr1diibns�(d';�pWc11y41 Input) Coolingl Bwm/W 9,000/560 Heating at 47° F2 Brum IW 10,900 1710 Coolingl slum 1,700 12,000 Heating at47°F2 Bsuh 1,600 18,000 Heating at 17° F3 etr1/h Compressor DC INVERTER -driven Twin Rotary 12,200 Hearing at 50 F4 Brum - 10,900 1. Cooling I Indoor. SW F(27° C)DB 167° F(19° C)WB; Outdoor. 95° F(aT C)DB / 75° F(24° C)WB' 2. Heating at 47 1nddoor. PP F (210 C)DB 160° F (16° C)wB; Outdoor. 47° F (6° C)OB / 43° F (6° C)WB• 3. Heating at 17° F I indoor 70° F(21-C)OB/ 6o° F(16° C)Wa; Outdoor 17° F(A C)DB 115° F(.W C)W 4. Heating at 50 F I Indoor 70° F (21° C)DB 160° F(1 W C)WB; Outdoor. 50 F(45° C) DB / 5° F(45' C)WB • Rating Conditions per AHRI Standard •.- Cooling' 90° F (32° C) DB 167- F (19° C) DB Heating 80° F (27° C) DB / 70° F (21° C) DB •. Co oling' 115-F (46-C) DB / 14° F (-10° C) DB Heating 75° F (24° C) DB / -13° F (-25° C) DB" Applications should be msbided to central cooling only; equipmere cooling apptirations are not recommended for lox ambient tempre eratuconditions. - System mu, out at -1 In F (-2a° C) to amid thermistor emor and automatically restarts at -14° F (-26° C). SEER 30.5 HSPF 13.5 P at a7° F 4.5 at 17° F 3.33 Yes ENERGY STAR products are third -party certified by an EPA -recognized Certification Body. 2081230V, 1 -Phase, 60 Hz Minimum Circuit ArnpaCity (MCA) Indoor / Outdoor A Indoor Unit Blower Motor (ECM) FLA. 0.67 Blower Motor Output w 30 SHF / Moisture Removal 0.92 10.6 pt/h Field Drainpipe Size 0 . In.(mm) 518 (15) Compressor DC INVERTER -driven Twin Rotary Fan Motor (ECM) F.L.A. 0.50 Indoor (Cooling) DRY CFM 137-167-221-304-381 WET 117-143-190-261-328 Indoor (Heating) DRY 140.167-225325-437 Outdoor 1,150 /1,280 Sound Pressure Indoor Outdoor Level (Lo - Cooling Med - Hi - SUper Hi - Powerful) 20-23-29-36-40 Heating Cooling 20-24-29.36-42 dB(A) 48 Heating 49 Indoor (H x W x D) 12 + 11/16 x 36-7/16 x 9-3/16 (305 +17 x 925 x 234) Outdoor (H x W x D) Irt(mm) 21 -518x31 -1/2x11-1/4 (550 x 800 x 265) ?1" Indoor Lbs (kg) 29 (12) Outdoor 81 (37) A Indoor Munsell 1.OY 9.2 / 0.2 Outdoor Munsell No. 3Y 7.8 / 1.1 R410A ; 2 Ib. 9 oz. Liquid (High Pressure) lin(mm) 1/4(6.35) Gas (Low Pressure) 3/8(9.52) Max. Total Refrigerant Pipe Length (Height Diff.) Ft (m) 40 (12) Max. Total Refrigerant Pipe Length (Length.) 65 (20) Specifications are subject to Mange without notice. 0 2016 Mitsubishi Electric US, Inc. MP Troubleshooter M & P Troubleshooter M -Series P -Series To begin select M -Series or P -Series on the Left Toolbar. --------------------------------- The M&P Troubleshooter should only be used as a quick reference guide. Start Above You should always refer to the Service Manual for official troubleshooting. If you feel something is inaccurate or omitted please email us. Only a Licensed HVAC Technician should perform the tasks involved within this troubleshooting guide. If you are not a Licensed HVAC Technician performing the tasks listed may void your warranty and could cause body injury or death. To locate a nearby Licensed HVAC Technician please visit: www.mehvac.com LinkDrive Support Team LinkDriveAhvac.mea.com MITSUBISHI i .vAG Advance) "7 IN INNOVATION-� ELECTRIC Protlucts Divisia LinkDrive Support Team LinkDriveAhvac.mea.com MP Troubleshooter M -Series MS Series MSY Series MSZ Series SEZ Series MUY Series MUZ Series Large Units >20k BTUs No LED/No Power (Red ON) (Yellow 2 Flash) (Red ON) (Yellow 3 Flash) (Red ON) (Yellow 4 Flash) (Red ON) (Yellow 5 Flash) (Red ON) (Yellow 6 Flash) (Red ON) (Yellow 7 Flash) (Red ON) (Yellow 8 Flash) (Red ON) (Yellow 11 Flash) (Red ON) (Yellow 12 Flash) (Red 2 Flash) (Yellow OFF) (Red 3 Flash) (Yellow OFF) (Red 4 Flash) (Yellow OFF) (Red 5 Flash) (Yellow OFF) (Red 8 Flash) (Yellow OFF) (Red 9 Flash) (Yellow OFF) (Red 13 Flash) (Yellow OFF) (Red 1 Flash) (Yellow ON) (Red 2 Flash) (Yellow ON) (Red 3 Flash) (Yellow ON) (Red 4 Flash) (Yellow ON) (Red 5 Flash) (Yellow ON) (Red 9 Flash) (Yellow ON) (Red ON) (Yellow ON) Small Units <20k BTUs MXZ Series P -Series Start Above Outdoor Unit Troubleshooting Top Panel - Front Panel I After removing the Top and the Front panels locate the Main Control Board's (Red) & (Yellow) LEDs The Control Board on Small Units being less than 20k BTUs will be upside down with the RED Status LED Located on the bottom side of the circuit board. The Control Board on Large Units being equal to or greater than 20k BTUs will be the first circuit board as you Face the front of the unit. Verify using the unit's Model Number to select the appropriate Outdoor Unit Series located on the Left Toolbar Outdoor Unit Model Indoor Unit Model Configuration Rated Ca acit SEER EER HSPF COP @ 47° F COP @ 17° F Cooling Heatin WALL-MOUNTED COOLING ONLY -'1UY-GL09NA-U1 MSY-GL09NA-U1 Mini-Splits 9,000 24.60 15.40 .IUY-GL12NA-U1 MSY-GL12NA-U1 Mini-Splits 12,000 23.10 13.00 - - MUY-GLI5NA-U1 MSY-GLI5NA-U1 Mini-Splits 14,000 - 21.60 13.00 - - MUY-GL18NA-U1 MSY-GL18NA-U1 Mini-Splits 18,000 - 20.50 13.40 - - - MUY-GL24NA-U1 MSY-GL24NA-U1 Mini-Splits 22,500 - 20.50 12.50 - - - MUY-GE09NA MSY-GE09NA-8 Mini-Splits 9,000 21.0 13.6 - MUY-GE12NA MSY-GE12NA-8 Mini-Splits 12,000 20.5 12.5 MUY-GEI5NA-1 MSY-GEI5NA-8 Mini-Splits 14,000 - 21.0 13.0 - - - MUY-GE18NA-1 MSY-GE18NA-8 Mini-Splits 17,200 19.2 1 10.5 - - - MUY-GE24NA MSY-GE24NA Mini-Splits 22,400 - 19.0 12.5 - - - MUY-GE09NA2 MSY-GE09NA-9 Mini-Splits 9,000 - 23.2 13.6 - - MUY-GE12NA2 MSY-GE12NA-9 Mini-Splits 12,000 - 22.7 12.5 - - MUY-GE15NA2 MSY-GEI5NA-9 Mini-Splits 14,000 21.6 13.0 - MUY-D30NA MSY-D30NA Mini-Splits 30,600 16.0 9.1 - - - MUY-D36NA MSY-D36NA Mini-Splits 34,600 - 15.1 82 - WALL-MOUNTED HEAT PUMP MUZ-FE09NA MSZ-FE09NA Mini-Splits 9,000 10,900 15.5 26.0 10.0 4.50 3.02 MUZ-FE12NA1 MSZ-FE12NA Mini-Splits 12,000 13,600 12.9 23.0 10.5 4.20 3.01 MUZ-FE18NA MSZ-FE18NA Mini-Splits 18,000 21,600 14.2 20.2 10.3 4.11 2.77 MUZ-FH06NA MSZ-FH06NA Mini-Splits 6,000 8,700 33.1 19.0 13.5 4.68 3.46 MUZ-FH09NA MSZ-FH09NA Mini-Splits 9,000 10,900 30.5 16.1 13.5 4.50 3.33 MUZ-FH09NA MSZ-FH09NA-1 Mini-Splits 9,000 10,900 30.5 16.1 13.5 4.50 3.33 MUZ-FH12NA MSZ-FH12NA Mini-Splits 12,000 13,600 26.1 13.8 12.5 4.20 3.34 MUZ-FH12NA MSZ-FH12NA-1 Mini-Splits 12,000 13,600 26.1 13.8 12.5 4.20 3.34 MUZ-FH15NA MSZ-FH15NA Mini-Splits 15,000 1 18,000 22.0 1 12.5 12.0 1 4.06 1 3.19 MUZ-FH18NA MSZ-FH18NA Mini-Splits 17,200 20,300 21.0 12.0 12.0 3.46 3.04 MUZ-FH78NA2 MSZ-FH18NA2 Mini-Splits 17,200 20,300 21.0 12.5 12.0 3.46 3.04 MSZ-GL09NA-U1 MUZ-GL09NA-U8 Mini-Splits 9,000 10,900 24.6 15.4 12.8 4.44 3.3 MUZ-GL12NA-U1 MSZ-GL12NA-U7 Mini-Splits 12,000 14,400 23.10 13.0 12.50 3.84 3.13 'JZ-GLI5NA-U1 MSZ-GLI5NA-U1 Mini-Splits 14,000 18,000 21.60 13.0 11.70 3.30 3.00 .JZ-GLI8NA-U1 MSZ-GL18NA-U1 Mini-Splits 18,000 21,600 20.50 13.4 11.20 3.77 2.73 MUZ-GL24NA-U1 MSZ-GL24NA-U1 Mini-Splits 22,400 27,600 20.50 12.5 10.00 3.46 2.65 MUZ-GE09NA MSZ-GE09NA-8 Mini-Splits 9,000 10,900 21.0 13.6 10.0 4.20 2.76 MUZ-GE12NA MSZ-GE12NA-8 Mini-Splits 12,000 1 14,400 20.5 12.5 10.0 1 3.61 1 2.87 MUZ-GEI5NA-1 MSZ-GEI5NA-8 Mini-Splits 14,000 18,000 21.0 13.0 10.0 3.30 2.88 MUZ-GE18NA-1 MSZ-GE18NA-8 Mini-Splits 17,200 21,600 19.2 10.5 10.0 3.33 2.71 MUZ-GE24NA MSZ-GE24NA Mini-Splits 22,500 27,600 19.0 12.5 10.0 3.46 2.64 MUZ-GE09NA-2 MSZ-GE09NA-8 Mini-Splits 9,000 10,900 23.2 13.6 11.0 4.20 2.76 MUZ-GE12NA-2 MSZ-GE12NA-8 Mini-Splits 12,000 14,400 22.7 12.5 11.4 3.61 2.87 MUZ-GEI5NA-2 MSZ-GEI5NA-8 Mini-Splits 14,000 18,000 21.6 13.0 11.2 3.30 2.88 MUZ-HM09NA2"' MSZ-HM09NA- Mini-Splits 9,000 10,900 18.00 12.0 8.50 3.55 2.80 MUZ-HM12NA2'•' MSZ-HM12NA"• Mini-Splits 12,000 12,200 18.00 9.9 8.50 3.61 2.78 MUZ-HM15NA2•`• MSZ-HM15NA- Mini-Splits 14,000 18,000 18.00 1 12.0 8.50 1 3.30 2.55 MUZ-HM18NA2"' MSZ-HM18NA" Mini-Splits 17,200 18,000 18.00 10.5 8.50 3.32 2.59 MUZ-HM24NA2"" MSZ-HM24NA- Mini-Splits 22,400 26,000 18.00 8.6 8.50 3.05 1 2.36 MUZ-HE09NA MSZ-HE09NA Mini-Splits 9,000 10,900 18.0 12.0 8.5 3.55 2.76 MUZ-HE12NA MSZ-HE12NA Mini-Splits 12,000 12,200 18.0 9.9 8.5 3.61 2.87 MUZ-HE15NA MSZ-HE15NA Mini-Splits 14,000 18,000 18.0 12.0 8.5 3.30 2.81 MUZ-HE18NA MSZ-HE18NA Mini-S lits 17,200 18,000 18.0 10.5 8.5 3.32 2.71 MUZ-HE24NA MSZ-HE24NA Minis lits 22,500 26,600 18.0 8.6 8.5 3.45 2.64 MUZ-D30NA-1 MSZ-D30NA-8 Mini-Splits 30,600 32,600 14.5 8.0 8.2 2.84 2.33 MUZ-D36NA-1 MSZ-D36NA$ Mini-Splits 33,200 35,200 1 14.5 1 7.6 8.2 2.69 2.23 FLOOR-MOUNTED HEAT PUMP MUFZ-KJ09NAHZ MFZ-KJ09NA Mini-S lits 9,000 11,000 28.20 15.80 13.00 4.30 2.71 MUFZ-KJ12NAHZ MFZ-KJ12NA Mini-S lits 12,000 13,000 25.50 13.60 12.00 4.20 2.77 MUFZ-KJI5NAHZ MFZ-KJ15NA Mini-Splits 15,000 18,000 21.80 13.50 11.60 3.70 2.71 MUFZ-KJ18NAHZ MFZ-KJ18NA Mini-Splits 17,000 21,000 21.00 12.60 11.30 3.50 2.62 N FORM# MXZ Multi -Zone Efficiencies -201608 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. ,.ote. =' indicates that there is no pne pmgmmed shut off temperature FORM# M -Series Outdoor Units Cut WOW Temperatures - 201608 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. Cooling Operation Range Cooling Heating Operation Range Heating Madel Number Min (° F) Max (0 F) Cut In (° F) Cut Out (° F) Min (0 F) Max (° F) Cut In (° F) Cut Out (° F) D Models MUY-D30NA-1 14 115 -0.4 4 N.A N.A - - MUY-D36NA-1 14 115 -0.4 4 N.A N.A - - MUZ-D30NA-1 14 115 -0.4 4 14 75 N.A N.A MUZ-D36NA-1 14 115 -0.4 4 14 75 N.A N.A GE Models MUY-GE09NA 14 115 0 4 N.A N.A - - MUY-GE12NA 14 115 0 4 N.A N.A - - MUY-GEI5NA-1 14 115 0 4 KA N.A - - MUY-GEI8NA-1 14 115 0 4 N.A N.A - - MUY-GE24NA 0 115 0 4 N.A N.A - - MUY-GE09NA2 14 115 0 4 N.A N.A - - MUY-GE12NA2 14 115 0 4 N.A N.A - - MUY-GE15NA2 14 115 0 4 N.A N.A - - MUY-GE24NA 0 115 0 4 N.A N.A - - MUZ-GE09NA 14 115 0 4 4 75 4 -9 MUZ-GE12NA 14 115 0 4 4 75 4 -9 MUZ-GEI5NA-1 14 115 0 4 4 75 4 -9 MUZ-GE18NA-1 14 115 0 4 4 75 4.0 -9.0 MUZ-GE24NA 0 115 0 4 4 75 4 -9 MUZ-GE09NA2 14 115 0 4 4 75 4 -9 MUZ-GE12NA2 14 115 0 4 4 75 4 -9 MUZ-GE15NA2 14 115 0 4 4 75 4 -9 MUZ-GE18NA-1 14 115 0 4 4 75 4 -9 'JZ-GE24NA 14 115 -0.4 4 5 75 N.A. N.A. GL Models MUY-GL09NA-U1 14 115 3 -1 N.A N.A N.A N.A MUY-GL12NA-U1 14 115 3 -1 N.A N.A N.A N.A MUY-GL15NA-Ut 14 115 3 -1 N.A N.A N.A N.A MUY-GL18NA-U1 14 115 3 -1 N.A N.A N.A N.A MUY-GL24NA-U1 14 115 0 4 N.A N.A N.A N.A MUZ-GL09NA-Ut 14 115 3 -1 4 75 4 -9 MUZ-GL12NA-Ut 14 115 3 -1 4 75 4 -9 MUZ-GL15NA-U1 14 115 3 -1 4 75 4 -9 MUZ-GL18NA-U1 14 115 3 -1 4 75 4 -9 MUZ-GL24NA-Ut 14 115 0 4 4 75 4 -9 FE Models MUZ-FE09NA-1 14 115 0 4 -13 75 -14 -18 MUZ-FE12NA-1 14 115 0 4 -13 75 -14 -18 MUZ-FE18NA 0 115 0 4 -13 75 -14 -18 FH Models MUZ-FHO6NA 14 115 0 4 -13 75 -14 -18 MUZ-FH09NA 14 115 0 4 -13 75 -14 -18 MUZ-FH09NA-1 14 115 0 4 -13 75 -14 -18 MUZ-FH12NA 14 115 0 4 -13 75 -14 -18 MUZ-FH12NA-1 14 115 0 4 -13 75 -14 -18 MUZ-FH15NA 14 115 0 4 -13 75 -14 -18 MUZ-FH18NA 14 115 04 -13 75 -14 -18 JZ-FH18NA2 14 115 0 4 -13 75 -14 -18 ,.ote. =' indicates that there is no pne pmgmmed shut off temperature FORM# M -Series Outdoor Units Cut WOW Temperatures - 201608 Specifications are subject to change without notice. © 2016 Mitsubishi Electric US, Inc. M -SERIES SINGLE ZONE SYSTEMS MSZ-FH High Performance Wall -Mount Heat Pump Systems 1. INDOOR UNITS.................................................................................................................................................. MSZ-FH-3 2. OUTDOOR UNITS.............................................................................................................................................. MSZ-FH-4 3. SYSTEM.............................................................................................................................................................. MSZ-FH-5 3-1. SPECIFICATIONS_........._'---..........................................................................-....._..`._.......-...........`.-MSZ-FH-6 MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA................................................................ MSZ-FH-6 MUZ-FH09NA MUZ-FH12NA MUZ-FH15NA........................................................................................ MSZ-FH-7 MUZ-FH18NA......................................................................................................................................... MSZ-FH-8 EfficiencyRatings................................................................................................................................... MSZ-FH-9 3-2. EXTERNAL DIMENSIONS...................................................................................................................... MSZ-FH-10 MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA........................................................ MSZ-FH-10 MUZ-FH09NA MUZ-FH12NA..............................................................................................................MSZ-FH-11 MUZ-FH15NA MUZ-FH18NA.............................................................................................................MSZ-FH-12 3-3. CENTER OF GRAVITY............................................................................................................................ MSZ-FH-13 MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA............................................................MSZ-FH-13 MUZ-FH09NA MUZ-FH12NA MUZ-FH15NA MUZ-FH18NA............................................................MSZ-FH-13 3-4. ELECTRICAL WIRING DIAGRAMS........................................................................................................ MSZ-FH-14 MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA............................................................MSZ-FH-14 MUZ-FH09NA MUZ-FH12NA............................................................................................................. MSZ-FH-15 MUZ-FH15NA MUZ-FH18NA...............................................................................................................MSZ-FH-16 3-5. REFRIGERANT SYSTEM DIAGRAMS................................................................................................... MSZ-FH-17 MSZ-FH09NA MSZ-FH12NA.............................................................................................................MSZ-FH-17 MSZ-FH15NA MSZ-FH18NA.............................................................................................................MSZ-FH-17 MUZ-FH09NA MUZ-FH12NA............................................................................................................. MSZ-FH-18 MUZ-FH15NA MUZ-FH18NA........ ..................................................................................................... MSZ-FH-18 < 3-6. CAPACITY CORRECTION CURVE BY TEMPERATURE....................................................................... MSZ-FH-19 (1) Cooling............................................................................................................................................. MSZ-FH-19 MUZ-FH09NA....................................................................................................................................... MSZ-FH-19 MUZ-FH15NA....................................................................................................................................... MSZ-FH-19 MUZ-FH12NA........................................................................................................................................ MSZ-FH-19 MUZ-FH18NA.....................................................................................................................MSZ-FH-19 (2) Heating............................................................................................................................................ MSZ-FH-20 MUZ-FH09NA....................................................................................................................................... MSZ-FH-20 MUZ-FH12NA......................................................................................................................................MSZ-FH-20 MUZ-FH15NA....................................................................................................................................... MSZ-FW20 MUZ-FH18NA....................................................................................................................................... MSZ-FH-20 3-7. CAPACITY CORRECTION TABLE BY TEMPERATURE......................................................................... MSZ-FH-21 (1) Cooling Capacity.............................................................................................................................. MSZ-FH-21 (2) Heating Capacity ............................................................................................................................. MSZ-FH-22 (3) M -Series Cooling Correction............................................................................................................ MSZ-FH-23 (4) M -Series Defrost Correction............................................................................................................ MSZ-FH-23 (5) M -Series Heating Correction........................................................................................................... MSZ-FH-24 3-8. CAPACITY CORRECTION CURVE BY TEMPERATURE....................................................................... MSZ-FH-26 3-9. CAPACITY CORRECTION CURVE BY REFRIGERANT PIPING LENGTH ........................................... MSZ-FH-27 (1) Cooling Capacity Correction............................................................................................................ MSZ-FH-28 (2) Maximum Refrigerant Piping Length & Maximum Height Difference ............................................... MSZ-FH-28 Due to continuing improvement, above specification may be subject to change without notice. MfI5UBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-1 0 2014 Mitsubishi Electfic US, Inc. M -SERIES SINGLE ZONE SYSTEMS 3-10. CHARGE CALCULATIONS................................................................................................................... MSZ-FH-29 (1)Additional Refrigerant Charge (R41 oA oz.).................................................................................... MSZ-FH-29 3-11. AIR FLOW DATA.................................................................................................................................... MSZ-FH-30 Outlet Air Speed And Coverage.. .............................................................. ........................................... MSZ-FH-30 3-12. SOUND PRESSURE LEVELS............................................................................................................... MSZ-FH-31 (1) Indoor Unit ....................................................................................................................................... MSZ-FH-31 MSZ-FH09NA....................................................................................................................................... MSZ-FH-31 MSZ-FH12NA........................................................................................................................................ MSZ-FH-31 MSZ-FH15NA....................................................................................................................................... MSZ-FH-32 MSZ-FH18NA........................................................................................................................................ MSZ-FH-32 (2) Outdoor Unit.................................................................................................................................... MSZ-FH-33 MUZ-FH09NA........................................................................................................................................ MSZ-FH-33 MUZ-FH12NA........................................................................................................................................ MSZ-FH-33 MUZ-FH15NA....................................................................................................................................... MSZ-FH-34 MUZ-FH18NA....................................................................................................................................... MSZ-FH-34 3-13. STANDARD OPERATION RANGE........................................................................................................ MSZ-FH-35 3-14. MAXIMUM HEATING CAPACITY IN LOW AMBIENT TEMPERATURE ................................................ MSZ-FH-36 MUZ-FH09NA....................................................................................................................................... MSZ-FH-36 MUZ-FH12NA........................................................................................................................................ MSZ-FH-36 MUZ-FH15NA....................................................................................................................................... MSZ-FH-37 MUZ-FH18NA....................................................................................................................................... MSZ-FH-37 3-15. ACCESSORIES..................................................................................................................................... MSZ-FH-38 (1) Indoor Unit ....................................................................................................................................... MSZ-FH-38 (2) Outdoor Unit.................................................................................................................................... MSZ-FH-40 Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-2 M -Series - MSZ-FH High Performance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 02014 Mitsuolshl Ede nc US, Inc. 1. INDOOR UNITS • MSZ-FH09NA - MSZ-FH 12NA - MSZ-FH15NA - MSZ-FH18NA Due to continuing improvement, above specification may be subject to change without notice. MTTSIfiBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-3 0 2014 Mitsubishi Electric US, Inc. 2. OUTDOOR UNITS • MUZ-FH09NA • MUZ-FH12NA • MUZ-FH15NA • MUZ-FH18NA Due to continuing improvement, above specification may be subject to change without notice. MSZ-FH-4 M -Series - MSZ-FH High Performance Systems (Jury 2015) MITSUBISHI ELECTRIC CORPORATION ®2014 Mitsubishi ElecWc US. Inc. 3. SYSTEM • Highly energy-efficient system that features: MSZ-FH09NA/MUZ-FH09NA: 98% heating capacity at 57, 83% at -4'17, and 67% at -13'F .�` MSZ-FH12NAIMUZ-FH12NA:100% heating capacity at5'F,86%at-4'F,and 73%at-13'F MSZ-FH15NAIMUZ-FH15NA: 100% heating capacity at 5'F, 90% at -4'F, and 81% at -13'F MSZ-FH18NA/MUZ-FH18NA: 100% heating capacity at 5'F, 85% at 4'F, and 70% at -13"F Standard Hybrid Catechin Prefilter and antiallergy enzyme filter for high air -purification abilities i • Updated sleek, compact indoor unit design • "Powerful mode" function permits system to temporarily run at a lower/higher temperature with an increased fan speed, which quickly brings the room to the optimum comfort level • Integrated i -see Sensor automatically adjusts the units operation according to the temperature differences detected between the floor and the intake air, ensuring optimum comfort and energy usage • Base heater is available as an option • Auto fan speed control: Quiet, Low, Medium, High, and Super High • Hand-held Wireless Remote Controller • Advanced microprocessor control • Auto restart following a power outage • Catalyst Deodorizing Filter • Limited warranty: five years parts and seven years compressor Due to continuing improvement, above specification may be subject to change without notice NMWBISHl ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-5 0 2014 Mitsubishi Eleanc Us, Inc. C O IN 3-1. SPECIFICATIONS MUZ-FH09NA MUZ-FH12NA MUZ-FH15NA Outdoor unit model MUZ-FH09NA MUZ-FH12NA MUZ-FH15NA Capacity Cooling +1 Btu/h 9,000 (1,700 - 12,000) 12,000 (2,500 - 13,600) 15,000 (6,450-19,000) Rated(Mlrarn -Maxmam) Heating 47+1 Btu/h 10,900 (1,600 -18,000) 13,6.00 (3,700 - 21,000) 18,000 (5,150 - 24,000) Capacity Rated (Maximum) Heating 17+2 Btu/h 6,700 (12,200) 8,000(13,600) 11,000 (18,000) Power consumption Cooling *1 W 560 (100 -1,000) 870 (170 -1,150) 1,200 (410 - 2,200) Rated (Minimum-Matlmwn) Heating 47+1 W 710 (110 -1,470) 950 (280 - 2,300) 1,300 (430 - 3,360) Power consumption Rated (Maximum) Heating 17+2 W 600 (1,440) 720 (1,900) 1,020 (2,480) EER+1 [SEER] *3 Cooling 16.1 [30.5] 13.8 [26.1] 12.5 [22.0] HSPFIVaii44 Heating 13.5 12.5 12.0 COP Heating+1 4.50 4.20 4.06 Power supply V , phase, Hz 208/230,1 , 60 Max. fuse size (time delay) A 15 20 circuit ampacity A 11 16 Fan motor FLA 0.50 0.93 Model SNBO92FQAMT I SNB140FQUMT SNB172FQKMT R.L.A 8.2 12.0 Compressor L.R.A 10.3 15.0 Refrigeration oil L (Model) 0.35 (FV50S) 0.35 (FV50S) 0.40 (FV50S) Refrigerant control Linear expansion valve Sound level+1 Cooling dB(A) 48 49 51 Heating dB(A) 49 51 55 Defrost method Reverse cycle W in. 31-1/2 33-1/16 Dimensions D in. 11-1/4 13 H in. 21-5/8 345/8 Weight Ib. 81 83 124 External finish Munsell 3Y 7.8/1.1 Remote controller Wireless type Control voltage (by built-in transformer) VDC 12-24 Refrigerant piping Not supplied Refrigerant pipe sizeLiquid 1/4 (0.0315) (Min. wall thickness) Gas in. 318 (0.0315) 1/2 (0.0315) Connection method Indoor Flared Outdoor Flared Between the indoor R outdoor units Height difference ft 40 50 Piping length I ft. 65 100 Refrigerant charge (R410A) 2 Ib. 9 oz. 3 Ib. 7 oz. NOTE: Test conditions are based on AHRI 210/240. +1: Rating conditions (Cooling) — Indoor: 80'FDB, 67'FWB, Outdoor. 95'FDB, (75'FWB) (Heating) — Indoor: 70'FDB, 60'FWB, Outdoor: 47'FDB, 43'FWB +2: (Heating) — Indoor. 70'FDB, 60'FWB, Outdoor. 17'FDB, 15'FWB Due to continuing improvement, above specification may be subject to change without notice MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-7 0 2014 Mitsubishi Electric US, Inc. 3-1. SPECIFICATIONS Efficiency Ratings Outdoor Unit Indoor Unit SEER EER HSPF COP @ 47° F COP @ 17° F Energy Star WALL -MOUNT HEAT PUMP MUZ-FH09NA MSZ-FH09NA 30.5 16.1 10 4.5 3.33 Yes MUZ-FH12NA MSZ-FH12NA 26.1 13.8 10.5 4.2 3.34 Yes MUZ-FH15NA MSZ-FH15NA 22.0 12.5 10.3 4.06 3.19 Yes MUZ-FH18NA MSZ-FH18NA 21.0 12.0 12.0 3.46 3.04 Yes Note: Efficiency values based on AHRI 2101240 test method. Due to continuing improvement, above specification may be subject to change without notice 111IfTSU81SHl ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-9 02014 Mitsubishi Electric US, Inc. 3-2. EXTERNAL DIMENSIONS MUZ-FH09NA MUZ-FH12NA Unit: inch m o1, 0 G ke a Fp nc d c p n N = ry N m C'4 am 2 e1 Lot N m'�1 N O o � of m N ry o C7 !r in l0 a W sa F s ry U 3 ° m CL O N E G `O Q W W c 'E ZE/LZ-E —2 ZE/6Z-S rv� 7/E-zL-Zl, ,. 0 uogolotsul m W4 joi 4000 4100 x ry lY Gr .o N Nlfl N @9 wa � 00 CL 0 — CC O o'0 0 6 m C`' m v m N m -ji N 7/L -LL 8/S -LZ Due to continuing improvement, above specification may be subject to change without notice. MRSUBBHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-11 02014 Mitsubishi BeMc US, Inc. 3-3. CENTER OF GRAVITY MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA Unit: inch(mm) I i Cl i CT A Model name A B C a b c MSZ-FH09NA 11-1/16 5-9/16 9-112 31-1/2 11-1/4 21-5/8 MSZ-FH12NA 15-15/64 4-1/4 6-7/16 36-7/16 9-3/16 12 MSZ-FH15NA (387) (108) (155) (925) (234) (305) MSZ-FH18NA (320) (163) (400) (840) (330) (880) MUZ-FH09NA MUZ-FH12NA MUZ-FH15NA MUZ-FH18NA Unit: inch(mm) Model name A B C a b c MUZ-FH09NA 11-1/16 5-9/16 9-112 31-1/2 11-1/4 21-5/8 MUZ-FH12NA (280) (140) (240) (800) (285) (550) MUZ-FH15NA 12-5/8 6-7/16 15-3/4 33-1/16 13 3411/16 MUZ-FH18NA (320) (163) (400) (840) (330) (880) Due to continuing improvement above specification may be subject to change without notice MRSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-13 0 2014 Mitsubishi B.Onc US. Int. C 3-4. ELECTRICAL WIRING DIAGRAMS MUZ-FH09NA MUZ-FH12NA Due to wntinuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-15 02010 Mitsubishi Bechic US, Inc. W W J L Y S Z U p ¢ U¢ W W W WymOQ6O Hn' Q LL W > Or S f ¢ fJ] ¢ H W 1- O H 5 O - J m � oalJZ to m X X ¢ O ¢ O 2CN Ofn 1-UJW�R �fllpOWp_ZI- FUW�¢SfF-.d Z W d 2 ~ L W ¢06.~-.rjWSl- LL W U U ¢ 2 ~ 2 ¢V-QZW p ` {D Y O U ¢ ¢ ¢ ¢ H d O j 2H ¢LL p p U _ U w W U W (NV G ¢ W D o w a LL ¢ to LL LL W O p �00-i o Due to wntinuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-15 02010 Mitsubishi Bechic US, Inc. IN 3-5. REFRIGERANT SYSTEM DIAGRAMS MUZ-FH09NA MUZ-FH12NA Refrigerant pipe o3/8 4 -way valve (with heat insulator) \ Mutfler41 : , 4 Stop valve \ "• Flared connection Discharge n zjeMcethermistor port RT62 II Capillary tube Flared connection O.D. 0.157 x \ I.D. 0.094 x 9-7/16 LEV y (o4.0 x o2.4 x 240) —�I Stop valve (with strainer) Refrigerant pipe m1/4 (with heat insulator) I MUZ-FH15NA MUZ-FH18NA Unit: inch A.} 4 -way valve #100 (with heat insulator) Service port b Outdoor heat exchanger (Muffler Outdoor temperature heat RT68istor Compressor II IIIIIIII Ambient II II I II11I I I I D temperature thermistor RT65 Capillary tube �I O.D. 0.118 x I.D. 0.079x 8-9/32 Strainer (o3.0 x o2.0 x 210) #100 R.V. coil heating ON cooling OFF —� Refrigerant flow in cooling Refrigerant flow in heating Refrigerant pipe o1/2 4 -way valve #100 (with heat insulator) Service port 7f Stop valve \ .•` �l �� Flared connection Discharge Outdoor heat it temperature Service th, islor Defrost n Ambient exchanger tem erature II 1t1� port then istor ll thermistor RT65 7 .IIIIII o A Compressor Outdoor heal exchanger temperature e thermistor Flared connection RT68 \ Strainer Muffler LEV Strainer #100 #100 R.V. coil heating ON Stop valve �Capillarytube cooling OFF Refrigerant pipe o1/4 O.D. 0.157 x I.D. 0.094x 3-15116 0 Refrigerant flow in cooling (with heat insulator) (04.0xo2Ax100) ---)- Refrigerant flow in heating Due to continuing improvement above specification may be subject to change without notice MSZ-FH-18 M -Series - MSZ-FH High Performance Systems (July 2015) MfTSURSHI ELECTRIC CORPORATION 02014 Milsubi.h EJWr U5, Im 3-6. CAPACITY CORRECTION CURVE BY TEMPERATURE (1) Cooling MUZ-FH09NA MUZ-FH12NA SHF at rating condition = 0.92 SHF at rating condition = c tL 0.8 tL E 0.7 u, c 810.6 c v0.5 n 0 0.4 12 65 75 85 95 105 71 63 115 Ti 13Fi!rK4j2& MMMMMMI� ��r•r_r_r_r_r_r_r_ 0.6 L i i i i i i i i i 1 65 75 85 95 105 115 Outdoor intake air DB temperature (°F) Outdoor intake air DB temperature (°F) MUZ-FH15NA SHF at rating condition = 0.7 0 1.4 a E 1.3 8 $c 1.2 y 1.1 3 a 1.0 m 0.9 F 65 75 85 95 105 Outdoor intake air DB temperature (°F) 71 67 63 115 MUZ-FH18NA SHF at rating condition = 0.67 0 1.8 E 1.7 1.6 81.5 `m x 1.4 3 1.3 n 1.2 0 1.1 ~ 65 75 85 95 105 Outdoor intake air DB temperature (°F) 71 67 63 115 Due to continuing improvement, above specification may be subject to change without notice MfTSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-19 02014 Mitsubishi Electric US, Inc. 3-6. CAPACITY CORRECTION CURVE BY TEMPERATURE (2) Heating MUZ-FH09NA 0.8 a E 0.6 ;y 0.4 g m 5 02 Airflow= 437 CFM 75 -5 5 15 25 35 45 55 65 Outdoor intake air WB temperature (°F) MUZ-FH12NA 1.2 15. E 0.9 0.6 n S 0.3 -5 5 15 25 35 45 55 65 Outdoor intake air WB temperature (°F) Aidlow=454 CFM 65 75 MUZ-FH15NA 5 15 25 35 45 55 65 Outdoor intake air WB temperature ('F) MUZ-FH18NA m 0.75 r 0.50 Airflow = 514 CFM 65 75 P" MUZ-FH15NA 5 15 25 35 45 55 65 Outdoor intake air WB temperature ('F) MUZ-FH18NA m 0.75 r 0.50 Airflow = 514 CFM 65 75 Outdoor intake air WB temperature (°F) Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-20 M -Series - MSZ-FH High Performance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 02014 Mitsubishi Eledrs; US, Inc. -MEN-- Outdoor intake air WB temperature (°F) Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-20 M -Series - MSZ-FH High Performance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 02014 Mitsubishi Eledrs; US, Inc. 3-7. CAPACITY CORRECTION TABLE BY TEMPERATURE (1) Cooling Capacity Model Indoor air Outdoor intake air D8 temperature IT) IWB 75 85 1 95 105 1 115 (-F) TC SHC TPC TC SHC TPC TC SHC TPC TC SHC TPC TC SHC TPC 71 11.0 8.7 0.50 10.3 8.1 0.55 9.7 7.6 0.59 9.0 7.1 0.62 8.3 6.5 0.64 MUZ-FH09NA 67 10.4 9.6 0.47 9.7 8.9 0.52 9.0 8.3 0.56 8.4 7.7 0.59 7.7 7.1 0.62 63 9.8 10.3 0.45 9.1 9.6 0.50 8.5 8.9 0.53 7.7 8.1 0.57 7.0 7.4 0.59 71 14.7 10.2 0.77 13.7 9.6 0.85 12.9 9.0 0.91 12.0 8.4 0.96 11.0 7.7 1.00 MUZ-FH12NA 67 13.9 11.6 0.73 13.0 10.8 0.80 12.0 10.0 0.87 11.2 9.3 0.92 10.3 8.5 0.97 63 13.1 12.6 0.70 12.1 11.7 0.77 11.3 10.9 0.83 10.3 9.9 0.89 9.4 9.0 0.92 71 18.4 10.4 1.07 17.2 9.7 1.17 16.1 9.1 1.26 15.0 8.5 1.33 13.8 7.8 1.38 MUZ-FH15NA 67 17.4 12.2 1.01 16.2 11.3 1.11 15.0 10.5 1.20 14.0 9.8 1.27 12.8 9.0 1.33 63 16.4 13.6 0.96 15.2 12.6 1.06 14.1 11.8 1.15 12.8 10.7 1.22 11.7 9.8 1.27 71 21.1 11.3 1.27 19.7 10.6 1.39 18.5 9.9 1.50 17.2 9.2 1.58 15.8 8.5 1.64 MUZ-FH78NA67 20.0 13.4 1.20 18.6 12.4 1.32 17.2 11.5 1.43 16.0 10.7 1.52 14.7 9.9 1.59 63 18.7 15.1 1.14 17.4 14.0 1.27 16.2 13.0 1.37 14.7 11.8 1.46 13.4 10.8 1.52 NOTE: 1. IWB : Intake air wet -bulb temperatge TC : Total Capacity (x103 Btu/h) SHC : Sensible Heat Capacity (x103 Btu/h) TPC : Total Power Consumption (kW) 2. SHC is based on 80`17 of indoor Intake air DB temperature. P'^ NOTE: 1. IDB : Intake air dry-bulb temperature TC :Total Capacity (x101 Btu/h) TPC : Total Power Consumption (kW) 2. Above data is for heating operation without any frost. How to operate with fixed operational frequency of the compressor. 1. Press the EMERGENCY OPERATION switch on the front of the indoor unit, and select either EMERGENCY COOL mode or EMERGENCY HEAT mode before starting to operate the air conditioner. 2. The compressor starts with operational frequency. 3. The fan speed of the indoor unit is High. 4. This operation continues for 30 minutes. 5. In order to release this operation, press the EMERGENCY OPERATION switch twice or once, or press any button on the remote controller. Due to continuing improvement, above specification may be subject to change without notice. MnSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-21 02014 Mitsubishi Eled c US, Inc Nd 3-7. CAPACITY CORRECTION TABLE BY TEMPERATURE (2) Heating Capacity Model Indoor air Outdoor intake air WB temperature ('F) IDB 5 15 25 35 43 45 55 ('F) TC TPC TC TPC TC TPC TC I TPC TC TPC TC I TPC TC TPC 75 4.8 0.42 6.3 0.53 7.9 0.62 9.4 0.69 10.6 0.73 11.0 0.74 12.4 0.77 MUZ-FH09NA 70 5.2 0.40 6.7 0.51 8.2 0.61 9.6 0.67 10.9 0.71 11.2 0.72 12.7 0.75 65 5.5 0.38 6.9 0.49 8.6 0.59 10.0 0.66 11.2 0.69 11.6 0.70 13.0 0.74 75 6.0 0.56 7.9 0.71 9.9 0.83 11.8 0.93 13.3 0.97 13.7 0.99 15.5 1.03 MUZ-FH12NA 70 6.5 0.54 8.4 0.68 10.2 0.81 12.0 0.90 13.6 0.95 14.0 0.97 15.8 1.01 65 6.8 0.51 8.6 0.66 10.7 0.78 12.4 0.88 14.0 0.93 1 14.4 0.94 16.2 0.99 75 7.9 0.77 10.4 0.97 13.1 1.14 15.6 1.27 17.6 1.33 18.1 1.35 20.5 1.40 MUZ-FH15NA 70 8.6 0.73 11.1 0.94 13.5 1.11 15.9 1.24 18.0 1.30 18.5 1.33 21.0 1.38 65 9.0 0.70 11.3 0.90 14.1 1.07 16.5 1.20 18.5 1.27 19.1 1.29 21.4 1.35 75 8.9 1.01 11.8 1.28 14.7 1.51 17.6 1.68 19.8 1.76 20.4 1.79 23.1 1.86 MUZ-FH18NA 70 9.6 0.97 12.5 1.24 15.2 1.47 18.0 1.63 20.3 1.72 20.9 1.61 1.75 .82 65 10.2 0.93 12.8 1.19 15.9 1.42 18.6 1.59 20.9 1.68 21.5 1 1.70 24.2 1 1.79 NOTE: 1. IDB : Intake air dry-bulb temperature TC : Total Capacity (x103 Btu/h) TPC : Total Power Consumption (kW) 2. Above data is for heating operation without any frost. How to operate with fixed operational frequency of the compressor. 1. Press the EMERGENCY OPERATION switch on the front of the indoor unit, and select either EMERGENCY COOL mode or EMERGENCY HEAT mode before starting to operate the air conditioner. 2. The compressor starts with operational frequency. 3. The fan speed of the indoor unit is High. 4. This operation continues for 30 minutes. 5. In order to release this operation, press the EMERGENCY OPERATION switch twice or once, or press any button on the remote controller. Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-22 M -Series - MSZ-FH High Perfa mance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 02014 Mitsubishi Ele nc U5, Inc. 3-7. CAPACITY CORRECTION TABLE BY TEMPERATURE (3) M -Series Cooling Correction (4) M -Series Defrost Correction Outdoor 70 77 81 86 95 104 115 60 1.11 1.06 1.01 0.97 0.91 0.83 0.76 63 1.16 1.10 1.06 1.02 0.96 0.88 0.81 64 1.18 1.13 1.08 1.04 0.98 0.90 0.83 68 1.23 1.18 1.14 1.10 1.03 0.96 0.89 72 1.28 1.23 1.20 1.15 1.09 1.02 0.95 75 1.34 1.29 1.26 1.22 1.15 1.08 1.02 79 1.38 1.34 1.32 1.28 1.21 1.14 1.07 (4) M -Series Defrost Correction Outdoor intake temperature 43 39 36 32 28 25 21 18 14 W.B. Outdoor intake temperature 6 4 2 0 -2 -4 -6 -8 -10 W.B. r C Correction factor 1.00 0.80 0.82 0.84 0.87 0.90 0.93 0.96 1.00 Due to continuing improvement, above specification may be subject to change without notice MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-23 0 2014 Mitsubishi Electric US, Inc. 3-7. CAPACITY CORRECTION TABLE BY TEMPERATURE (5) M -Series Heating Correction cont. Indoor EAT DB Outdoor W.B. FF] Model -13 -4 5 14 23 32 41 50 MUZ-FH09NA 0.75 0.91 1.07 1.07 1.07 1.07 1.07 1.07 MUZ-FH12NA 0.87 0.96 1.07 1.07 1.07 1.07 1.07 1.07 60 MUZ-FH15NA 0.78 0.92 1.07 1.07 1.07 1.07 1.07 1.07 MUZ-FH18NA 0.72 0.89 1.05 1.07 1.07 1.07 1.07 1.07 MUZ-FH09NA 0.73 0.89 1.05 1.05 1.05 1.05 1.05 1.05 MUZ-FH12NA 0.85 0.94 1.05 1.05 1.05 1.05 1.05 1.05 63 MUZ-FH15NA 0.77 0.90 1.05 1.05 1.05 1.05 1.05 1.05 MUZ-FH18NA 0.70 0.87 1.03 1.05 1.05 1.05 1.05 1.05 MUZ-FH09NA 0.72 0.88 1.03 1.03 1.03 1.03 1.03 1.03 MUZ-FH12NA 0.84 0.93 1.03 1.03 1.03 1.03 1.03 1.03 65 MUZ-FH15NA 0.75 0.89 1.03 1.03 1.03 1.03 1.03 1.03 MUZ-FH18NA 0.69 0.86 1.01 1.03 1.03 1.03 1.03 1.03 MUZ-FH09NA 0.70 0.85 1.00 1.00 1.00 1.00 1.00 1.00 70 MUZ-FH12NA 0.81 0.90 1.00 1.00 1.00 1.00 1.00 1.00 MUZ-FH15NA 0.73 0.86 1.00 1.00 1.00 1.00 1.00 1.00 MUZ-FH18NA 0.67 0.83 0.98 1.00 1.00 1.00 1.00 1.00 MUZ-FH09NA 0.67 0.82 0.96 0.96 0.96 0.96 0.96 0.96 75 MUZ-FH12NA 0.78 0.87 0.96 0.96 0.96 0.96 0.96 0.96 MUZ-FH15NA 0.70 0.83 0.96 0.96 0.96 0.96 0.96 0.96 MUZ-FH18NA 0.65 0.80 0.94 0.96 0.96 0.96 0.96 0.96 MUZ-FH09NA 0.65 0.79 0.93 0.93 0.93 0.93 0.93 0.93 80 MUZ-FH12NA 0.75 0.84 0.93 0.93 0.93 0.93 0.93 0.93 MUZ-FH15NA 0.68 0.80 0.93 0.93 0.93 0.93 0.93 0.93 MUZ-FH18NA 0.62 1 0.77 0.91 0.93 0.93 0.93 0.93 1 0.93 Due to continuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-25 02014 Milsubishi Becbic US, Inc. C 3-8. CAPACITY CORRECTION CURVE BY TEMPERATURE M -Series Heating Correction MUZ-FH09NA 1.10 1.00 0.90 0.80 0.70 0.60 50 -13 -4 5 14 23 32 41 50 -60 -63 -65 -70 -75 -80 MUZ-FH12NA 1.10 1.00 2-00 0.90 0.90 O.6o 0.80 0.70 0.70 0.60 0.60 0.50 -13 4 5 14 23 32 41 50 -60 -63 -65 -70 -75 -80 MUZ-FH15NA 1.10 1.05 2-00 1.00 0.90 0.95 0.80 0.90 0.70 0.85 0.60 0.80 0.75 0.70 0.65 0.60 -13 • 5 14 23 32 41 50 -60 -63 -65 -70 -75 -80 1.10 MUZ-FH18NA 2-00 0.90 0.80 0.70 0.60 -13 .4 5 14 23 32 41 50 -60 -63 -65 -70 -1 -80 Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-26 M -Series - MSZ-FH High Performance Systems (July 2015) Mn SLOSH ELECTRIC CORPORATION 02014 Mitsubishi Elwdc US, hw. 3-9. CAPACITY CORRECTION CURVE BY REFRIGERANT PIPING LENGTH PRNINIIYIIYNN..........Ip11p1..... ..NIWINIYI.Y11WINIpNgtMt1YW IWIWNbW1Y11 WgIlYtW11YW.......WiltlipNYilgtlYWItY1.I1WIWIp1YMiWptlW111pNINNWNNIRMIWIIMRXWYXIMMINN WNIIYIIMM WYIIW Wt1Y1NI1Y1W11XINMYtY1NIWIMMItlpM Wtl Wb MIWINWIWI WNUNi1Yi1pW pR1 WYIIIYIWINIpMMMMII t DUE TO CONTINUING RESEARCH AND PRODUCT IMPROVEMENT, SPECIFICATIONS AND DATA ARE STILL UNDER REVIEW MRWYM1tI11MMIW11111W WMMMRiMMMMIMIWiMMpW MMIMMM11111111tIMMMMMRIW WMMMMWYItWtINtMIRYMMWRMMWRRWMtliRMMMMW111111111WMMMW111WRRIMMMM11WM1WtggIR{W W MMNWIRRRPMR[RIOWNWRMWRMMMMp Due to continuing improvement, above specification may be subject to change without notice. MgTSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-27 0 2014 Mitsubishi Electric US. Inc. 3-9. CAPACITY CORRECTION TABLE BY REFRIGERANT PIPING LENGTH (1) Cooling Capacity Correction Refrigerant piping length (one way: ft.) Refrigerant piping: ft. 25 (std.) 40 65 100 MUZ-FH09NA A Height difference MUZ-FH12NA Liquid B 1.0 0.954 0.878 40 3/8 1/4 MUZ-FH15NA 0 771 MUZ-FH18NA (2) Maximum Refrigerant Piping Length & Maximum Height Difference Indoor unit Max. Height difference B Max. Length A Outdoor unit Due to continuing improvement, above specification may be subject to change without notice. MSZ-FH-28 M -Series - MSZ-FH High Performance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 0 2014 MitsuEishi Eledric US, lw. Refrigerant piping: ft. Piping size O.D: in. Model Max. Length A Height difference Gas Liquid B MUZ-FH09NA 65 40 3/8 1/4 MUZ-FH12NA MUZ-FHiSNA MUZ-FH18NA 100 50 1/2 1/4 Indoor unit Max. Height difference B Max. Length A Outdoor unit Due to continuing improvement, above specification may be subject to change without notice. MSZ-FH-28 M -Series - MSZ-FH High Performance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 0 2014 MitsuEishi Eledric US, lw. E 3-10. CHARGE CALCULATIONS (1) Additional Refrigerant Charge (1141 OA: oz.) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Calculation: X oz. = 1.08/5 oz./ft. x (Refrigerant piping length (ft.) - 25) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Refrigerant piping length (one way): ft. Model Outdoor unit 25 30 40 50 60 65 precharged MUZ-FH09NA 2 Ib. 9 oz. 0 1.08 324 5.40 7.56 8.64 Calculation: X oz. = 1.08/5 oz./ft. x (Refrigerant piping length (ft.) - 25) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Calculation: X oz. = 1.62/5 oz./ft. x (Refrigerant piping length (ft.) - 25) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Refrigerant piping length (one way): ft. Model Outdoor unit precharged 25 30 40 50 60 65 MUZ-FH12NA 2 Ib. 9 oz. 0 1.62 4.86 8.10 11.34 12.96 Calculation: X oz. = 1.62/5 oz./ft. x (Refrigerant piping length (ft.) - 25) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Calculation: X oz. = 1.08/5 oz./ft. x (Refrigerant piping length (ft.) - 25) Due to continuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-29 0 2014 Mitsubishi Electric US, Inc. Refrigerant piping length (one way): ft. Model Outdoor unit precharged 25 30 40 50 60 70 80 90 100 MUZ-FH15NA 3 Ib. 7 oz. 0 1.08 3.24 5.40 7.56 9.72 11.88 14.04 16.20 MUZ-FH18NA Calculation: X oz. = 1.08/5 oz./ft. x (Refrigerant piping length (ft.) - 25) Due to continuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-29 0 2014 Mitsubishi Electric US, Inc. ,ut'sn o.9 B IVSIQrvs11W 4LOZ® £E-H=I-ZSW (s GOZ Rlnf) swalsAS aoueLLuOPOd 46IH HH-ZSW - sauaS-W NOILVHOdHOO OIELL33M IHSMf1aMW 'eoRou lnogllm a uego of loe,gns eq Am uopeoyloa s anoge'luewena wI wnu!luoo of on(] S13A313itinSS3Nd 4Nf10S'ZL-E -H'S310N3no3Hd MUN30 UNM ZWION3n03Hd HUN30 UNVS 0009 0004 OOOZ 00% OOS NZ SU E9 OOOB 0004 000Z 000L OOS OSZ SZL E9 ffia s OZOZ 4:EnN-N--W 0E c OE W 04 �JN OS a OS DN 09 m' 09 YN OL o OL 8 09 08 106 OB o ---- O LS DNI1tl3H 0--0 64 I ONI1V3H Hti 64 ONn00J � e4 0Nn000 3Nn ((tl)BPidS HOGON �,/ VU H=i-zniN L� 3Nn I((tl)BP)lds H010N yNSOH:i-zniN ;iun aoopin0 (Z) S13A313itinSS3Nd 4Nf10S'ZL-E 3-13. STANDARD OPERATION RANGE OPERATING RANGE (A) POWER SUPPLY (B) OPERATION Mode Rated voltage Guaranteed voltage (V) Indoor 2081230 V Min. 187 208 230 Max. 253 Outdoor unit 1 phase ------- ------- 60 Hz 80 (B) OPERATION Mode Condition Intake air temperature (°F) Indoor Outdoor DB WB DB WB Standard temperature 80 67 95 — Cooling Maximum temperature 90 73 115 — Minimum temperature 67 57 14 — Maximum humidity 78% — Standard temperature 70 60 47 43 Heating Maximum temperature 80 67 75 65 Minimum temperature 70 60 -13 -14 Due to continuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-35 0 2014 Mitsubishi Electric US, Inc. 3-14. MAXIMUM HEATING CAPACITY IN LOW AMBIENT TEMPERATURE MUZ-FH09NA 120% 100% zl 80% m a m V it 60% v 0 40% 20% 0% -15 -5 5 15 25 35 45 Outdoor Temperature Degrees (°F) MUZ-FH12NA 120% 100% — 80% mew n m U m 60% m = 0 40% 20% 0% -15 5 5 15 25 35 45 Outdoor Temperature Degrees (°F) Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-36 MSeries - MSZ-FH High Performance Systems (July 2015) WSU&SH1 ELECTRIC CORPORATION 02014 Mitsubishi Electric US, Inc. 3-15. ACCESSORIES (1) Indoor Unit Part Number Descriptions Applicable model C13-103 Blue Diamond Sensor Extension Cable - 15 Ft. DPLS1 Drain Pan Level Sensor/Control for indoor unit shut off to prevent Drain Pan Overflow MAC-2330FT E Anti -Allergy Enzyme Filter (qty of 2) System Control Interface - MA, Contact terminal, and MAC -3331F -E M -NET Control Adapter, Supplemental heat and humidifier adaptor MAC-3000FT E Anti -Allergy Enzyme Filter MCCH1 Portable Central Controller (PCC) - controls up to 16 RedLINK Zones - requires an MHK1 on each indoor unit All Models MHK1 Wireless wall -mounted remote controller (MRCH1) with a signal receiver (MIFH1) and cable (MRC1) all in one kit MOS1 Outdoor Air Sensor - reads both outside temperature and humidity displayed on MRCH1 and MCCH1 if installed PAC-YT53CRAU Simple MA Remote Controller (requires MAC -3331F -E interface for MSY/Z and MFZ indoor units) Wall mounted, hard wired, multi -functional controller: used specifically for grouping (up to 16 units), twinning, lead/lag, PAR -31 MAA and 7 day programmable applications (requires MAC -3331F -E interface for MSY/Z and MFZ indoor units) Lockdown Bracket for wireless, hand-held, remote RCMKP1 CB controllers Due to continuing improvement, above specification may be subject to change without notice MSZ-FH-38 M -Series - MSZ-FH High Performance Systems (July 2015) MITSUBISHI ELECTRIC CORPORATION 0 2014 Mitsubishi Electric US, Inc. 3-15. ACCESSORIES (1) Indoor Unit cont. Part Number Descriptions Applicable model S130-115 Mini -Condensation pump - 115 volt application All Models S130-230 Mini -Condensation pump - 230 volt application TAZ-MS303 3 -Pole Disconnect Switch 30 Amps 600 volts rated for interupting power supply at/near indoor unit - fits 2 X 4 utility box X87-721 Advanced Blue Diamond Mini -Condensation pump w/ Resevoir & Sensor - 208/230 volt application MLS143812T 15 Diamondback Linesets 1/4 x 3/8 x 15' / 112" Twin -Tube Insulation FH09,12 MLS143812T 30 1/4 x 318 x 30'/ 112" Twin -Tube Insulation MLS143812T 50 114 x 318 x 50'/ 1/2" Twin -Tube Insulation MLS143812T-65 114 x 3/8 x 65' / 1/2" Twin -Tube Insulation MPLS385812T 10 318 x 518 x 10'/ 112" Twin -Tube Insulation FH15,18 MPLS385812T 15 318 x 518 x 15'/ 112" Twin -Tube Insulation MPLS385812T 30 318 x 518 x 30'/ 1/2" Twin -Tube Insulation MPLS385812T 50 318 x 518 x 50'/ 112" Twin -Tube Insulation MPLS385812T-65 318 x 518 x 65'/ 1/2" Twin -Tube Insulation MPLS385812T 100 3/8 x 518 x 100'/ 112" Twin -Tube Insulation Due to continuing improvement, above specification may be subject to change without notice. MITSUBISHI ELECTRIC CORPORATION M -Series - MSZ-FH High Performance Systems (July 2015) MSZ-FH-39 0 2014 Mitsubishi Electft US, Inc. 3-15. ACCESSORIES (2) Outdoor Unit Part Number Descriptions Applicable model CWMB1 4 piece ( 1 pair) condensing unit wall mounting brackets - painted steel All Models DSD -400N Outdoor Unit 3-114 inch Mounting Base (Pair) - Plastic FH15,18 MAC-64OBH-U Outdoor Unit Drain Pan Heater used during defrost cycle FH09,12 MAC-642BH-U Outdoor Unit Drain Pan Heater used during defrost cycle FH15,18 MAC -851 DS Outdoor Unit Drain Socket FH15,18 MAC-860DS Outdoor drain pan socket - Provides pipe connection to route condensate out of drain pan FH09,12 MAC-886SG Outdoor Unit Air Outlet Guide FH15,18 MAC-889SG Outdoor Unit Air Discharge Guide FH09,12 TAZ-MS303 Three -pole Disconnect Switch All Models ULTRILITEI Condensing Unit Mounting Pad 16" x 36" x 3" All Models Due to continuing improvement, above specification may be subject to change without notice. MSZ-FH-40 M -Series - MSZ-FH High Performance Systems (July 2015) W SUBISH ELECTRIC CORPORATION 0 2014 Mitsubishi Electric US, Inc. AkMITSUBISHI ELECTRIC SPLIT -TYPE AIR CONDITIONERS OUTDOOR UNIT SERVICE MANUAL Models MUZ-FH06NA MUZ-FH09NA MUZ-FH09NA o MUZ-FH12NA MUZ-FH12NA -o MUZ-FH15NA MUZ-FH18NA MUZ-FH18NA2 MUZ-FH06NA MUZ-FH09NA MUZ-FH12NA MUZ-FH06NAH MUZ-FH09NAH MUZ-FH12NAH Revision C: - MUZ-FH06NA, MUZ-FHO9/12NA- O, MUZ- FH18NA2, MUZ-FH06NAH, MUZ- FH09/12NAH- O and MUZ-FHI8NAH2 have been added. Please void OBH684 REVISED EDITION -B. No. OBH684 REVISED EDITION -C R410A MUZ-FH06NAH MUZ-FH09NAH MUZ-FH09NAH o MUZ-FH12NAH MUZ-FH12NAH MUZ-FH15NAH MUZ-FH18NAH MUZ-FH18NAH2 Indoor unit service manual MSZ-FH-NA Series (OBH683) CONTENTS 1. TECHNICAL CHANGES ..............................2 2. PART NAMES AND FUNCTIONS .................. 3 3. SPECIFICATION•.......•.........................••••••4 4. OUTLINES AND DIMENSIONS .....................6 5. WIRING DIAGRAM.....................................8 6. REFRIGERANT SYSTEM DIAGRAM •••.......• 14 7. DATA......................................................16 8. ACTUATOR CONTROL ........................••••• 27 9. SERVICE FUNCTIONS .............................. 28 10. TROUBLESHOOTING ..............................• 29 11. DISASSEMBLY INSTRUCTIONS ................. 51 NOTE: RoHS compliant products have <G> mark on the spec name plate. PARTS CATALOG (OBB684) Use the specified refri erant onl Never use any refrigerant other than that specified. Doing so may cause a burst, an explosion, or fire when the unit is being used, serviced, or disposed of. Correct refrigerant is specified in the manuals and on the spec labels provided with our products. We will not be held responsible for mechanical failure, system malfunction, unit breakdown or accidents caused by failure to follow the instructions. Revision A: • 3. SPECIFICATION has been modified. (The values of COP have been modified.) • 10. TROUBLESHOOTING has been modified. Revision B: • MUZ-FH18NAand MUZ-FH18NAH have been added. Revision C: • MUZ-FH06NA, MUZ-FH09112NA- CI, MUZ-FH18NA2, MUZ-FH06NAH, MUZ-FH09/12NAH- LIJ and MUZ-FHI8NAH2 have been added. TECHNICAL CHANGES MUZ-FH09NA MUZ-FH12NA MUZ-FH15NA 1. New model MUZ-FH09NAH MUZ-FH12NAH MUZ-FH15NAH MUZ-FH18NA MUZ-FH18NAH 1. New model MUZ-FH06NA MUZ-FH06NAH 1. New model MUZ-FH09NA 4 MUZ-FH09NA -o MUZ-FH09NAH 4 MUZ-FH09NAH -rte MUZ-FH12NA -* MUZ-FH12NA -n MUZ-FH12NAH -3� MUZ-FH12NAH -n 1. Model name has been changed. 2. New service part numbers have been set. (Refer to 068684, 1-2.) MUZ-FH18NA 4 MUZ-FH18NA2 1. Model name has been changed. MUZ-FH18NAH -+ MUZ-FHI8NAH2 OBH684C 2 ❑2 PART NAMES AND FUNCTIONS MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH Air inlet )ack and side) Piping Air outlet Drain hose Drain outlet, MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FHI8NAH2 N 131 SPECIFICATION Outdcorunitmodel MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FHIBNAH MUZ-FH18NA2 MUZ-FHI8NAH2 Capacity Cooling *1 Btu/h 6,000 (1,700 - 9,000) 9,000 (1,700 -12,000) 12,000 (2,500 -13,600) 15,000 (6,450 -19,000) 17,200 (6,450 - 21,000) Rated (Mnimum-Madmum) Heating 47*1 Btu/h 6,700 (1600-14,000) 10,900 (1,600-18,000) 13,600 (3,700-21,000) 18,000 (5,150-24,000) 20,300 (5,150-30,000) Capacity Rated (Maximum) Healing 17 *2 Btu/h 5,900 (10,700) 6,700 (12,200) 8,000(13,600) 11,000 (18,000) 13,700 (20,300) Power consumption Cooling *1 W 315 (100-560) 560 (100-1,000) 870 (170-1,150) 1,200 (410-2,200) 1,430 (410-2,220) 1 1,375 (410-2,220) Rated(Minirn m L& dnt m) Heating 47 +1 W 545 (110-1,270) 710 (110-1,470) 950 (280-2,300) 1,300 (430-3,360) 1,720 (430-3,390) Power consumption Rated (Maximum) Heating 17,D2 W 500 (1,000) 600 (1,440) 720 (1,900) 1,020 (2,480) 1,320 (2,800) EER *1 [SEER] *3 Cooling 19.1 [33.1] 16.1 [30.5] 13.8 [26.11 12.5 [22.0] 12.0 [21.0] 12.5 [21.0] HSPF IV *4 Heating NA' 13.5 NAH:12.5 NA: 13.5 NA: 12.5 NA: 12.0 NA: 12.0 NA2: 12.0 NAH:12.5 NAH:11.5 NAH:11.0 NAH:11.0 1 NAH2:11.0 COP Heating*1 4.68 4.50 4.20 4.06 3.46 Power supply I V, phase, Hz 208/230, 1 , 60 Max. fuse size (time delay) JA 15 20 Min. circuit ampacityA 11 16 Fan motor FL.A 0.50 0.93 Model SN8092FQAMT ISNB140FQUMT SNB172FOKMT R.L.A 8.2 12.0 Compressor L.R.A 10.3 15.0 Refrigeration oil L (Model) 0.35 (FV50S) 0.35 (FV50S) 0.40 (FV50S) Refrigerant control Linear expansion valve Cooling dB(A) 47 48 49 51 52 Sound level *1 Heating dB(A) 48 49 51 1 55 55 Defrost method Reverse cycle W in. 31-1/2 33-1/16 Dimensions D in. 11-1/4 13 H in. 21-5/8 345/8 Weight Ib. 81 1 83 124 External finish Munsell 3Y 7.8/1.1 Remote controller Wireless type Control voltage (by built-in transformer) JVDC 12-24 Refrigerant piping Not supplied Refrigerant pipe size Liquid in. 1/4 (0.0315) (Min. wall thickness) Gas in. 3/8 (0.0315) 1/2 (0.0315) Connection meth- Indoor Flared od Outdoor Flared Between the indoor Height difference ft. 40 50 & outdoor units Piping length IfL 65 100 Refrigerant charge (R41 OA) 2 Ib. 9 oz. 3 Ib. 7 oz. NOTE: Test conditions are based on AHR1210/240. *1: Rating conditions (Cooling) — Indoor. 80'FDB, 67'FWB, Outdoor. 95'FDB, (75'FWB) (Healing) — Indoor. 70'FDB, 60'FWB, Outdoor. 47'FDB, 43'FWB *2: (Heating) — Indoor. 70'FOB, 60'FWB, Outdoor: 17'FDB, 15'FWB 9 OV99H80 bL- EL- 09 OL ainjela wal wnwiuiyy pun aoopino 99 91 L9 08 amieaadwai wnwlxeyy 6u11e91-1 st, Lb 09 OL eirpla wal p iepuBIS paadS jossaidwoo wnwiuiw le et? 8L 09 Aliplwnq wnwixeW a3e)S ApealS 6ugeaH .,L -LH,, — t�L L9 L9 aanjeladwal wnwlulyy 6u11003 — 91,1, £L OL 06 amjeaadwa} wnwixeyy — 96 L9 09 amjejadwal piepuelS L L 8M 9a eM ea uogipuoo apoW joopino Joopui do einjejadwal me oNelul NO11V'u3dO M A-lddns N3MOd (L) 3ON" ONI1VH3dO -„ paads jossaidwoo wnwiuiw,, + E / („peads aossaidwoo wnwiuiw,, - „poads jossaidwoo Palau,,) = I , paadS jossaidwoo a;eipawwalul }y :5+ ZH 09 ------- ------- aseyd L pun aoopino s9z -XBw osz soz M n o£Z/80Z 9E (/v 96e110n paaluejenE) a6ejIon paled 6uwleaH .A-ZH,. A-lddns N3MOd (L) 3ON" ONI1VH3dO -„ paads jossaidwoo wnwiuiw,, + E / („peads aossaidwoo wnwiuiw,, - „poads jossaidwoo Palau,,) = I , paadS jossaidwoo a;eipawwalul }y :5+ \,'c\, u011ipuoo ISal 9-,, paadS jossaidwoo a}elpawaalul le ££ 9E 09 OL 6uwleaH .A-ZH,. paadS jossaidwoo wnwiuiw le et? L� 09 OL a3e)S ApealS 6ugeaH .,L -LH,, (6ugeaH) paadS jossaidwoo wnwiuiw le 9'99 Z9 09 OL ajejS ApealS 6uge91-1 J -OH.. 3dSH paadS jossaidwoo pa;ei le 9 L L L 09 OL 6u4eaH ,.Z -EH,, paadS jossaidwoo pajej le E� Lt� 09 OL a}ejS ApealS 6uge81-12-M, (69) L8 L9 08 9+, paadS aossaidwm aleipowia;ul le 93LqS ApeejS 6ug000 ,,/1-3„ (9'E9) L9 L9 08 paadS jossaidwoo wnwiuiw le a}ejS ApeejS 6ug000 „L-�,, (6ull000) (99) Z8 L9 Og paadS jossaidwoo wnwiuiw ;e ajejS I(peajS 6wloo0 ,f L-8�� ii33S (99) Z8 L9 08 paadS jossaidwoo pales le ale}S (pea}S 6ull000 „Z-8„ (9L) 96 L9 08 paadS aossaidwoo pales le ajejS (pea;S 6uil000 „Z -y„ glnq laM glnq ti0 ging leM glnq ti(1 lsal apoW INV U.) uogipuoo ale aoopino (3,) uogipuoa ne Joopul \,'c\, u011ipuoo ISal C OUTLINES AND DIMENSIONS MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH REQUIRED SPACE 'f 4 in. (100 mm) or more when front and sides of the unit are Gear Is n QN 0 Liquid refrigerant plpe Joint Refrigerant pipe (flared) a 114 Gas refrgelant pipe)oht Unit: inch eat 'WN° %ry rmr 12 When any 2 sides of left, right 1-9/16 a and rear of the unit are Gear 0 Liquid refrigerant plpe Joint Refrigerant pipe (flared) a 114 Gas refrgelant pipe)oht Unit: inch MUZ-FH09NA MUZ-FH12NA n INVERTER P.C. LU -til ,IC. BOARD IUL , L Di LOBE I BLK BLK IKD---I NOTES: -----' 1.Aeout the Indoor Side electric •Irina re ler la one Indoor `pT61 on el ect r l[ clr l no dlaar ec for serrdclnc. 2. Use Cam, conductors only. IFor field conduct. &Sneols led l[e le. ®:Tenlnel tloce SYMBOL NAME SYMBOL NAME SYMBOL NAME CBLC62 OB61 SMOOTHING CAPACITOR DIODE MODULE L61 IC REACTOR COMPRESSOR RT68 OUTDOOR HEAT EXCHANGER TEMP. THERMISTOR. F70LFMLF901 FUSE IT3.15AL25OV) MF FAN MOTOR IS TO TERMINAL BLOCK H DEFROST HFATEIMOPIIUN PARISI PTC6I.PTC65 CIRCUIT PROTECTION TB01 Ica ICBM TRANSFORMER (CND 10125 Im POWER MODULE RT61 DEFROST THERMISTOR X63 X64, X66 RELAY IC802 POWER DEVICE RT62 DISCHARGE TEMP.THERMISTOR 2151 REVERSING VALVE COIL LED LER RT64 FIN TEMP. THERMISTOR 26H HEATER PROTECTOR (OPTION PARTS) LEV EXPANSION VALVE COIL RT65 AMBIENT TEMP.THERMISTOR MUZ-FH09NAH MUZ-FH12NAH INVERTER P.C. BOARD LEO I 1.171 "sL062 i e, L�LK1 NOTES: --- --- L.Anonl the Indoor stile eleclr i[ el noun refer IC Inc Indoor `pT6/ un 11 eye c tri[ cl r dna dlear ac far serrlclna. 2.11se Caooer conductors only. IFor held ulr ln9l. 3.Snlo is Inlin b. ®:Ta rel Sal 11 ece SYMBOL NAME SYMBOL NAME SYMBOL RAME CSLC62 OB61 SMOOTHING CAPACITOR 01OOE MODULE L51 MC REACTOR COMPRESSOR RTGR OUTDOOR HEAT EXCHANGER TEMP. THERMISTOR. PIOLFOLFBI FUSE IT3.ISAL25OV) MIF FAN MOTOR IS TERMINAL BLOCK H DEFROST HEATER PTC6I.PTC65 CIRCUIT PROTECTION TBOI TRANSFORMER Ica ICBM POWER MODULE RT61 DEFROST THERMISTOR X113 X64, X66 RELAY ICS02 POWER UEVICE RT62 DISCHARGE TEMP.THERMISTOR 2151 REVERSING VALVE COIL LED LED RT64 FIN TEMP.THERNISTOR 26H NEATER PROTECTOR LEV EXPANSION VALVE COIL RT65 AMBIENT TEMP.THERMISTOR i' U REFRIGERANT SYSTEM DIAGRAM MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH Refrigerant pipe o3/8Unit: inch (with heat insulator) 4 -way valve ' Muffler ? —� r • Outdoor heat Stop vave 111 exchanger plI temperature Muffler Outdoor thermistor Flared connection Discharge _ heat RT68 II Flared connection y �I thermistor NT ' port RT62 CompressorAmbient temperature thermistor RT65 Defrost thermistor RT61 � J -4w Capillary tube O.D. 0.157 x I.D. 0.094 x 9-7/16 LEV (o4.0 x o2.4 x 240) E 11 Stop valve Refrigerant pipe o1/4 (with strainar) (with heat insulator) Capillary tube ♦� O.D. 0.118 x ' I.D. 0.079 x 8-9132 Strainer (o3.0 x o2.0 x 210) #100 R.V. coil heating ON cooling OFF —>• Refrigerant flow in cooling ----i Refrigerant flow in heating MUZ-FH15NA MUZ-FH16NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FHI8NAH2 Muffler Refrigerant pipe e1/2 4-wayvalve #100 (with heat insulator) Service port 7t Stop valve \ • - A� / Outdoor Flared connection Discharge heat Ambient temperature exchanger temperature II Service Cher istor Defrost jj thermistor port thermistor U! RT65 RT61 A� ItJt Compressor 1 Outdoor heat exchanger temperature 11 thermistor RT68 Flared connection Muffler LEV Strainer Strainer y #100 #too R.V. coil 1 heating ON cooling OFF Stop valve Capillary tube O.D. 0.157 x Refrigerant pipe e114 I.D. 0.094- 3-15/16 Refrigerant flow in cooling (with heat insulator) (o4.0-0.4-100) --- Refrigerant flow in heating OBH684C 14 MAX. REFRIGERANT PIPING LENGTH and MAX. HEIGHT DIFFERENCE unit Max Height difference B Max. Length A Outdoor unit ADDITIONAL REFRIGERANT CHARGE (R410A: oz.) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Model Refrigerant piping: ft. Piping size O.D: in. Model Max. Length Max. Height difference Gas Liquid 65 MUZ-FH06NA 1 2 Ib. 9 oz. 0 1.62 MUZ-FH06NA 8.10 11.34 12.96 MUZ-FH06NAH MUZ-FH06NAH 0 1.08 3.24 5.40 MUZ-FH09NA 65 40 3/8 1/4 MUZ-FH09NAH 3lb. 7 oz. 0 1.08 3.24 MUZ-FH12NA 9.72 11.88 14.04 16.20 MUZ-FH18NAH MUZ-FH12NAH MUZ-FH15NA MUZ-FH18NA2 MUZ-FHI5NAH MUZ-FH18NA 100 50 1/2 1/4 MUZ-FH18NAH MUZ-FH18NA2 MUZ-FHI8NAH2 unit Max Height difference B Max. Length A Outdoor unit ADDITIONAL REFRIGERANT CHARGE (R410A: oz.) NOTE: Refrigerant piping exceeding 25 ft. requires additional refrigerant charge according to the calculation. Model Outdoor unit precharged Refrigerant piping length (one way): ft 25 30 40 50 60 65 MUZ-FH06NA 1 2 Ib. 9 oz. 0 1.62 4.86 8.10 11.34 12.96 MUZ-FH06NAH 2lb. 9 oz. 0 1.08 3.24 5.40 7.56 8.64 MUZ-FH09NA MUZ-FI18NA 3lb. 7 oz. 0 1.08 3.24 MUZ-FH09NAH 9.72 11.88 14.04 16.20 MUZ-FH18NAH Calculation: X oz. = 1.08/5 oz./ft. x (Refrigerant piping length (ft.) - 25) NOTE: Refriaerant Dipina exceedinq 25 fL requires additional refrigerant charge according to the calculation. Model Outdoor unit precharged Refrigerant piping length (one way): ft 25 1 30 40 50 60 65 MUZ-FH12NA 1 2 Ib. 9 oz. 0 1.62 4.86 8.10 11.34 12.96 MUZ-FHI2NAH MUZ-FHI5NAH Calculation: X oz. = 1.62/5 oz./ft. x (Refrigerant piping length (ft.) - 25) NOTE: Refrigerant pipinq exceeding 25 ft. requires additional refrigerant charge according to the calculation. Model Outdoor unit precharged25 Refrigerant piping length (one way): ft 30 40 50 60 70 80 90 100 MUZ.FH15NA MUZ-FHI5NAH MUZ-FI18NA 3lb. 7 oz. 0 1.08 3.24 5.40 7.56 9.72 11.88 14.04 16.20 MUZ-FH18NAH MUZ-FH18NA2 MUZ-FH18NAH2 Calculation: X oz. =1.08/5 oz./ft. x (Refrigerant piping length (ft.) - 25) OBH684C 15 n DATA MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FHI8NAH MUZ-FH18NA2 MUZ-FH18NAH2 7-1. PERFORMANCE DATA 1) COOLING CAPACITY NOTE: 1. IWB : Intake air wet -bulb temperature TC : Total Capacity (x103 Btu/h) SHC : Sensible Heat Capacity (x103 Btu/h) TPC : Total Power Consumption (kW) 2. SHC is based on 80'F of indoor Intake air DB temperature. 2) COOLING CAPACITY CORRECTIONS Refrigerant piping length (one way: ft.) Indoor air 25 (std.) 40 65 100 Outdoor intake air DB temperature (-F) Model 75 MUZ-FI09NA 85 0.954 0.878 95 MUZ-FH09NAH 105 115 IWB (-F) TC SHC TPC TC SHC TPC TC SHC TPC TC SHC TPC TC SHC TPC MUZ-FH18NA 71 7.4 6.1 028 6.9 5.7 0.31 6.5 5.3 0.33 6.0 5.0 0.35 5.5 4.6 0.36 MUZ-FH06NA 67 7.0 6.7 0.26 6.5 6.2 0.29 6.0 5.8 0.32 5.6 5.4 0.33 5.1 4.9 0.35 MUZ-FH06NAH 63 6.5 7.2 0.25 6.1 6.6 0.28 5.6 6.2 0.30 5.1 5.6 0.32 4.7 5.1 0.33 71 11.0 8.7 0.50 10.3 8.1 0.55 9.7 7.6 0.59 9.0 7.1 0.62 8.3 6.5 0.64 MUZ-FH09NA MUZ-FH09NAH 67 10.4 9.6 0.47 9.7 8.9 0.52 9.0 8.3 0.56 8.4 7.7 0.59 7.7 7.1 0.62 63 9.8 10.3 0.451 9.1 9.6 0.50 8.5 8.9 0.53 7.7 8.1 0.57 7.0 7.4 0.59 71 14.7 10.2 0.77 13.71 9.6 0.85 12.91 9.0 10.91 12.0 8.4 0.96 11.0 7.7 1.00 MUZ-FH12NA MUZ-FH12NAH 67 13.9 11.6 0.73 13.0 10.8 0.80 12.0 10.0 0.87 11.2 9.3 0.92 10.3 8.5 0.97 63 13.1 12.6 0.70 12.1 11.7 0.77 11.3 10.9 0.83 10.3 9.9 0.89 9.4 9.0 0.92 71 18.4 10.4 1.07 17.2 9.7 1.17 16.1 9.1 1.26 15.0 8.5 1.33 13.8 7.8 1.38 MUZ-FH15NA MUZ-FHI5NAH 67 17.4 12.2 1.01 16.2 11.3 1.11 15.0 10.5 1.20 14.0 9.8 127 12.8 9.0 1.33 63 16.4 13.6 0.96 15.2 12.6 1.06 14.1 11.8 1.15 12.8 10.7 1.22 11.7 9.8 1.27 71 21.1 11.3 1.27 19.7 10.6 1.39 18.5 9.9 1.50 17.2 9.2 1.58 15.8 8.5 1.64 MUZ-FH18NA 67 20.0 13.4 1.20 18.6 12.4 1.32 17.2 11.5 1.43 16.0 10.7 1.52 14.7 9.9 1.59 MUZ-FHI8NAH 63 18.7 15.1 1.14 17.4 14.0 1.27 16.2 13.0 1.37 14.7 11.8 1.46 13.4 10.8 1.52 71 21.1 11.31 1.221 19.7 10.6 1.34 18.5 9.9 1.44 17.2 9.2 1.52 15.8 8.5 1.58 MUZ-FH18NA2 MUZ-FHI8NAH 67 20.0 13.4 1.16 18.6 12.4 1.27 17.2 11.5 1.38 16.0 10.7 1.46 14.7 9.9 1.53 63 18.7 15.1 1 1101 17.4 1140 1 1.22 16.2 13.0 1.31 114.7 11.8 1.40 13.4 10.8 1.46 NOTE: 1. IWB : Intake air wet -bulb temperature TC : Total Capacity (x103 Btu/h) SHC : Sensible Heat Capacity (x103 Btu/h) TPC : Total Power Consumption (kW) 2. SHC is based on 80'F of indoor Intake air DB temperature. 2) COOLING CAPACITY CORRECTIONS Refrigerant piping length (one way: ft.) 25 (std.) 40 65 100 MUZ-FH06NA UZ-FH06NAH MUZ-FI09NA 10 0.954 0.878 - MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA 10 0.954 0.878 0.771 MUZ-FHI8NAH MUZ-FH18NA2 MUZ-FHI8NAH2 OBH684C 16 3) HEATING CAPACITY NOTE: 1. IDB : Intake air dry-bulb temperature TC : Total Capacity (x10' Btu/h) TPC : Total Power Consumption (kW) 2. Above data is for heating operation without any frost. How to operate with fixed operational frequency of the compressor. 1. Press the EMERGENCY OPERATION switch on the front of the indoor unit, and select either EMERGENCY COOL mode or EMERGENCY HEAT mode before starting to operate the air conditioner. 2. The compressor starts with operational frequency. 3. The fan speed of the indoor unit is High. 4. This operation continues for 30 minutes. 5. In order to release this operation, press the EMERGENCY OPERATION switch twice or once, or press any button on the remote controller. 17 Indoor air Outdoor intake air WB temperature ('F) Model 5 15 25 35 43 45 55 IDB ff) TC TPC TC TPC TC TPC TC TPC TC TPC I TC TPC TC TPC 75 3.8 0.32 5.0 0.41 6.3 0.48 7.5 0.53 8.5 0.56 1 8.7 0.57 9.9 0.59 MUZ-FH06NA 70 4.1 0.31 5.4 0.39 6.5 0.47 7.7 0.52 8.7 0.55 9.0 0.56 10.1 0.58 65 4.4 0.29 5.5 0.38 6.8 0.45 8.0 0.50 9.0 0.53 9.2 0.54 10.4 0.57 _ 75 3.8 0.45 5.0 0.53 6.3 0.60 7.5 0.53 8.5 0.55 8.7 0.56 9.9 0.58 MUZ-FH06NAH 70 4.1 0.44 5.4 0.52 6.5 0.59 7.7 0.51 8.7 0.54 9.0 0.55 10.1 0.57 65 4.4 0.42 5.5 0.50 6.8 0.58 8.0 0.50 9.0 0.53 9.2 0.53 10.4 0.56 75 4.8 0.42 6.3 0.53 7.9 0.62 9.4 0.69 10.6 0.73 11.0 0.74 12.4 0.77 MUZ-FH09NA 70 5.2 0.40 6.7 0.51 8.2 0.61 9.6 0.67 10.9 0.71 11.2 0.72 12.7 0.75 65 5.5 0.38 6.9 0.49 8.6 0.59 10.0 0.66 11.2 0.69 11.6 0.70 13.0 0.74 75 4.8 0.55 6.3 0.66 7.9 0.75 9.4 0.69 10.6 0.73 11.0 0.74 12.4 0.77 MUZ-FH09NAH 70 5.2 0.53 6.7 0.64 8.2 0.74 9.6 0.67 10.9 0.71 11.2 0.72 12.7 0.75 65 5.5 0.51 6.9 0.62 8.6 0.72 10.0 0.66 11.2 0.69 11.6 0.70 13.0 0.74 75 6.0 0.56 7.9 0.71 9.9 0.83 11.8 0.93 13.3 0.97 13.7 0.99 15.5 1.03 MUZ-FH12NA 70 6.5 0.54 8.4 0.68 10.2 0.81 12.0 0.90 13.6 0.95 14.0 0.97 15.8 1.01 65 6.8 0.51 8.6 0.66 10.7 0.78 12.4 0.88 14.0 0.93 14.4 0.94 16.2 0.99 75 6.0 0.69 7.9 0.84 9.9 0.96 11.8 0.93 13.3 0.97 13.7 0.99 15.5 1.03 MUZ-FH12NAH 70 6.5 0.67 8.4 0.81 10.2 0.94 12.0 0.90 13.6 0.95 14.0 0.97 15.8 1.01 65 6.8 0.64 8.6 0.79 10.7 0.91 12.4 0.88 14.0 0.93 14.4 0.94 16.2 0.99 75 7.9 0.77 10.4 0.97 13.1 1.14 15.6 1.27 17.6 1.33 18.1 1.35 20.5 1.40 MUZ-FH15NA 70 8.6 0.73 11.1 0.94 13.5 1.11 15.9 1.24 18.0 1.30 18.5 1.33 21.0 1.38 65 9.0 0.70 11.3 0.90 14.1 1.07 16.5 1.20 18.5 1.27 19.1 1.29 21.4 1.35 75 7.9 0.90 10.4 1.10 13.1 1.27 15.6 1.27 17.6 1.33 18.1 1.35 20.5 1.40 MUZ-FH15NAH 70 8.6 0.86 11.1 1.07 13.5 1.24 15.9 1.24 18.0 1.30 18.5 1.33 21.0 1.38 65 9.0 0.83 11.3 1.03 14.1 1.20 16.5 1.20 18.5 1.27 19.1 1.29 21.4 1.35 75 8.9 1.01 11.8 1.28 14.7 1.51 17.6 1.68 19.8 1.76 20.4 1.79 23.1 1.86 MUZ-FH18NA 70 9.6 0.97 12.5 1.24 15.2 1.47 18.0 1.63 20.3 1.72 20.9 1.75 23.6 1.82 65 10.2 0.93 12.8 1.19 15.9 1.42 18.6 1.59 20.9 1.68 21.5 1 1.70 24.2 1.79 75 8.9 1.14 11.8 1.41 14.7 1.64 17.6 1.68 19.8 1.76 120.4 1 1.79 23.1 1.86 MUZ-FH18NAH 70 9.6 1.10 12.5 1.37 15.2 1.60 18.0 1.63 20.3 1.72 20.9 1 1.75 23.6 1.82 65 10.2 1.06 12.8 1.32 15.9 1.55 18.6 1.59 20.9 1.68 21.5 1.70 24.2 1.79 75 8.9 1.01 11.8 1.28 14.7 1.51 17.6 1.68 19.8 1.76 20.4 1.79 23.1 1.86 UZ-FH78NA2 70 9.6 0.97 12.5 124 15.2 1.47 18.0 1.63 20.3 1.72 20.9 1.75 23.6 1.82 65 10.2 0.93 12.8 1.19 15.9 1.42 18.6 1.59 20.9 1.68 21.5 1.70 24.2 1.79 75 8.9 1.14 11.8 1.41 14.7 1.64 17.6 1.68 19.8 1.76 20.4 1.79 23.1 1.86 MUZ-FH18NAH2 70 9.6 1.10 12.5 1.37 15.2 1.60 1 18.0 1.63 20.3 1.72 20.9 1.75 1 23.6 1.82 65 10.2 1.06 1 12.8 1 1.32 1 15.9 1.55 18.6 11.59 120.9 11.68 121.5 1.70T24.2 1 1.79 NOTE: 1. IDB : Intake air dry-bulb temperature TC : Total Capacity (x10' Btu/h) TPC : Total Power Consumption (kW) 2. Above data is for heating operation without any frost. How to operate with fixed operational frequency of the compressor. 1. Press the EMERGENCY OPERATION switch on the front of the indoor unit, and select either EMERGENCY COOL mode or EMERGENCY HEAT mode before starting to operate the air conditioner. 2. The compressor starts with operational frequency. 3. The fan speed of the indoor unit is High. 4. This operation continues for 30 minutes. 5. In order to release this operation, press the EMERGENCY OPERATION switch twice or once, or press any button on the remote controller. 17 H 7-2. PERFORMANCE CURVE Cooling Cooling capacity (at Rated frequency) Outdoor intake air DB temperetureffF MUZ-FH06NA MUZ-FH06NAH SHF at rating mnditioo = 0.96 0 0.5 n E 0.4 N $ 0.3 0.2 9 01 71 63 65 75 85 95 105 115 Outdoor intake air OB temperature (`F) MUZ-FH12NA MUZ-FH12NAH SHF at rating mndition = 0.83 1 1 Airflow= 398 CFM 0 E1.0 raw we l'F 71 Wg tern' 63 ak sd 8 5 0.9 lnd�f Int a `w � 0.8 0.7 0 0.6 t- 65 75 85 95 105 115 Outdoor intake air DB temperature (°F) MUZ-FH18NA MUZ-FH18NAH SHF at rating condition = 0.67 0 1.8 E 1.7 E 1.6 N 1.5 s 1.4 v1.3 n 1.2 71 67 63 MUZ-FH09NA MUZ-FH09NAH SHF at rating condition = 0.92 Q o.e E. 0.7 c $ �0.6 0.5 0 0.4 71 63 65 75 85 95 105 115 Outdoor intake air OB temperature (°F) MUZ-FH15NA MUZ-FH15NAH SHF at rating wndition =0.7 Airflow = 411 CFM 0 1.4 71 67 n E 1.3 63 81.2 a°Fl .1 alrWgtatnpa N 1.0 In Wr intake 0 0.9 ~ 65 75 85 95 105 115 Outdoor intake air D8 temperature (°F) MUZ-FH18NA2 MUZ-FHI8NAH2 SHF at ratinq condition = 0.67 0 1.7 E 1.6 1.5 N $�1. x 1.33 3 1.2 g 1.1 0 1.0 71 67 63 9 65 75 85 95 105 115 1- 65 75 85 95 105 115 Outdoor intake air DB temperature (°F) Outdoor intake air DB temperature (°F) This value of frequency is not the same as the actual frequency in operating. Refer to 7-5 and 7-6 for the relationships between frequency and capacity. OBH684C 18 Heating 1.3 = 1.2 = ZO 1.1 ELL 0 am X0.9 0.8 @ 0 o e � 0.7 v9 O c 000.5 0.4 Heating capacity (n amamt fta ) MUZ-FH06NA Outdoor intake air WB temperature (°F) MUZ-FH06NAH Airflow = 437 CFM � O.8 _ =o n ■ i E■■ 0.6 F-�Wmwm 75 70 s` 65 �v 0.4 S 0.2-5 5 15 25 35 45 55 65 Outdoor intake air WB temperature (°F) MUZ-FH09NA Airflow=437 CFM650.8 70 ° mm 75 r 0.6 Pj;dm 0.4 r 0.2_ Outdoor intake air We temperature (°F) MUZ-FH12NA Airflow =454 CFM 1.2 o` 65 5 575 E. 75 0.9 0.6 n m 0.3 Outdoor intake air WB temperature (°F) MUZ-FH16NA 1.50 Airflow 454 M65 70 0 R 75 E 1.25 8 1.00 mom- #X m rawra l°Fl air OB to Pa 0.75 tenor intake m F 0.50 Outdoor intake air We temperature (°F) 0.2_ M Airflow=437 CFM 7g6 I . Outdoor intake air WB temperature ('F) MUZ-FH09NAH Airflow =437 CFM 1.0 i 0.9 0.8 8 0.7 0.8 �v 0.5 0.4 S 0.3 75 85 Outdoor intake air VYB temperaturt. e (°F) MUZ-FH12NAH Aunt. =454 CFM 1.1 75 1.0 �5 E 0.9 0.8 �V 0.7 0.6 t D6 'a CF1 mdoar inake air 0.5 , 0.4-5 5 15 25 35 45 55 65 Outdoor intake air WB temperature (°F) MUZ-FHISNAH Airflow= 497 CFM 1.5 775 ° 75 E 1.3 ° BSs, 1.1 0.8 tore CF)WWI mmmmmmml mmmmmmm 19 Outdoor intake air VYB temperature (T) _ Outdoor intake air We temperature (°F) 0.2_ M Airflow=437 CFM 7g6 I . Outdoor intake air WB temperature ('F) MUZ-FH09NAH Airflow =437 CFM 1.0 i 0.9 0.8 8 0.7 0.8 �v 0.5 0.4 S 0.3 75 85 Outdoor intake air VYB temperaturt. e (°F) MUZ-FH12NAH Aunt. =454 CFM 1.1 75 1.0 �5 E 0.9 0.8 �V 0.7 0.6 t D6 'a CF1 mdoar inake air 0.5 , 0.4-5 5 15 25 35 45 55 65 Outdoor intake air WB temperature (°F) MUZ-FHISNAH Airflow= 497 CFM 1.5 775 ° 75 E 1.3 ° BSs, 1.1 0.8 tore CF)WWI mmmmmmml mmmmmmm 19 Outdoor intake air VYB temperature (T) Outdoor intake air WB temperature ('F) MUZ-FH09NAH Airflow =437 CFM 1.0 i 0.9 0.8 8 0.7 0.8 �v 0.5 0.4 S 0.3 75 85 Outdoor intake air VYB temperaturt. e (°F) MUZ-FH12NAH Aunt. =454 CFM 1.1 75 1.0 �5 E 0.9 0.8 �V 0.7 0.6 t D6 'a CF1 mdoar inake air 0.5 , 0.4-5 5 15 25 35 45 55 65 Outdoor intake air WB temperature (°F) MUZ-FHISNAH Airflow= 497 CFM 1.5 775 ° 75 E 1.3 ° BSs, 1.1 0.8 tore CF)WWI mmmmmmml mmmmmmm 19 Outdoor intake air VYB temperature (T) MUZ-FH18NA 2.00 0 g 1.75 E 1.50 $ 1.25 v 1.00 0.75 0.50 Airflow= 514 CFM 55 75 Outdoor intake air We temperature ('F) MUZ-FH18NA2 2.00 °a 0 7.75 E 1.50 b 0.50 Airlow= 514 CFM 05 70 75 Outdoor intake air wa temperature (-Y) MUZ-FH18NAH 2.00 0 E 1.75 1.50 `u-1.25 1.00 m 0.75 Aidflow= 514 CFM MUZ-FH18NAH2 0 E 0 ti Airflow= 514 CFM Outdoor intake air We temperature (•F) This value of frequency is not the same as the actual frequency in operating. Refer to 7-5 and 7-6 for the relationships between frequency and capacity - 7 -3. CONDENSING PRESSURE Cooling Data are based on the condition of indoor humidity 50 %. Air flow should be set to High speed. MUZ-FH06NA MUZ-FH06NAH I g a U Mo A PM M =imaM M — �amm KIM Outdoor intake air wa temperature (-Y) MUZ-FH18NAH 2.00 0 E 1.75 1.50 `u-1.25 1.00 m 0.75 Aidflow= 514 CFM MUZ-FH18NAH2 0 E 0 ti Airflow= 514 CFM Outdoor intake air We temperature (•F) This value of frequency is not the same as the actual frequency in operating. Refer to 7-5 and 7-6 for the relationships between frequency and capacity - 7 -3. CONDENSING PRESSURE Cooling Data are based on the condition of indoor humidity 50 %. Air flow should be set to High speed. MUZ-FH06NA MUZ-FH06NAH I g a U Mo A PM M =imaM --i F. Ems WN, mig �on! , �� . (PSIG) 5 70 75 80 85 90 95 100 105('F) Outdoor ambient temperature OBH684C Outdoor ambient temperature 20 M — �amm ---- --i F. Ems WN, mig �on! , �� . (PSIG) 5 70 75 80 85 90 95 100 105('F) Outdoor ambient temperature OBH684C Outdoor ambient temperature 20 10-4. TROUBLE CRITERION OF MAIN PARTS MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FHI8NAH2 Fin temperature thermistor(RT64) Ambient temperature thernistor(RT65) Outdoor heat exchanger Discharge temperature thermistor(RT62) Outdoor fan motor R. V. coil (2154) Check method and criterion resistance with a tester. 10-6. "Test point diagram and voltage", 1. "Inverter P.C. or the chart of thermistor. Measure the resistance with a tester. Before measurement, hold the thermistor with your hands to warm it up. Refer to 10-6. "Test point diagram and voltage", 1. "Inverter P.C. board", for the chart of thermistor. Measure the resistance between terminals using a tester. [Temperature: 14 -104°F (-10 - 40°C)] resistance between lead wires using a tester. 14 - 104°F (-10 - 40"C)] Color of lead wire Normal (0) MUZ-FHO6/09/12 MUZ-FH06/09 MUZ-FH12 MUZ-FH15/18 U -V BLK—WHT 29-40 12-16 U -W 1.60-2.17 1.66-2.26 0.87-1.18 V -W resistance between lead wires using a tester. 14 - 104°F (-10 - 40"C)] Color of lead wire Normal (0) MUZ-FHO6/09/12 MUZ-FH15118 RED — BLK RED — ORN 37-54 BLK—WHT 29-40 12-16 WHT — RED the resistance using a tester. lure: 14 -104°F (-10 - 40°C)] Normal (W) 0.97 -1.38 the resistance using a tester. lure: 14 -104"F (-10 - 400C)] Expansion valve coil (LEV) Color of lead wire Normal (0) RED — ORN 37-54 RED — WHT RED — BLU RED — YLW Measure the resistance using a tester. [Temperature: 14 -104°F (-10 - 40"C)] Defrost heater Normal (0) MUZ-FH06/09/12NAH MUZ-FH15118NAH MUZ-FHI8NAH2 349-428 1 376-461 OBH684C 36 0 10-5. TROUBLESHOOTING FLOW lil(6) How to check inverter/compressor Disconnect the connector between the compressor and the power module (IC700) (MUZ-FH06109112)1 IGBT module (IC700) (MUZ-FH15/18). Check the voltage between terminals. I--- --- -See 105.0 "Check of open phase". Are the voltaoes balanced? Check the 10-5.0 "Check of compressor". ® Check of open phase • With the connector between the compressor and the power module (IC700) (MUZ-FH06/09112)/IGBT module (IC700) (MUZ- FH15/18) disconnected, activate the inverter and check if the inverter is normal by measuring the voltage balance between the terminals. Output voltage is 50 -130 V (The voltage may differ according to the tester.) << Operation method>> Start cooling or heating operation by pressing EMERGENCY OPERATION switch on the indoor unit. (TEST RUN OPERA- TION: Refer to 7-6.) <<Measurement point>> X Measure AC voltage between the lead wires at 3 points. At 3 points BLK (U)-WHT M BLK (U) -RED (W) WHT(V)-RED (W) NOTE: 1. Output voltage varies according to power supply voltage. 2. Measure the voltage by analog type tester. 3. During this check, LED of the inverter P.C. board flashes 9 times. (Refer to 10-6.1.) © Check of compressor Refer to 10-5.0 "Check of compressor winding". Is the compressor normal? Refer to 10.5.0 "Check of compressor operation time". Does the oomoressor operate continuously? 37 start failure". K Q Check of compressor winding •Disconnect the connector between the compressor and the power module (IC700) (MUZ-FH06/09/12)/IGBT module (IC700) (MUZ-FH15/18), and measure the resistance between the compressor terminals. <<Measurement point>> At 3 points BLK-WHT X Measure the resistance between the lead wires at 3 points. BLK-RED WHT-RED «Judgement» Refer to 10-4. 0 [0] .-••- ..... Abnormal [short] Infinite [4] .•. Abnormal [open] NOTE: Be sure to zero the ohmmeter before measurement. © Check of compressor operation time <<Judgement>> 0 second Compressor starts • Conned the compressor and activate the inverter. Then measure 1 second Abnormal the time until the inverter stops due to overcurrent(IC700 failure) <<Operation method>> 2 seconds (Compressor winding Start heating or cooling operation by pressing EMERGENCY Abnormal OPERATION switch on the indoor unit. (TEST RUN OPERATION: Compressor lock out) Refer to 7-6.) Startin defect) <<Measurement>> Measure the time from the start of compressor to the stop of Abnormal Poor contact)ent. compressor due to overcurt 10 seconds Inverter P.C. board de Disconnected connec 10 ffCheck of compressor start fa[lure Confirm that &-,@ is normal- -Electrical circuit check 1). Contact of the compressor connector OO. Output voltage of inverter P.C. board and balance of them (See 10-5.8) (9, Direct current voltage between DB61(+) and (-) (MUZ-FH06/09/12)/ JP715(+) and JP30(-) (MUZ-FH15/18) on the inverter P.C. board .(. Voltage between outdoor terminal block S1-S2 Does the compressor run for 10 seconds or more after it starts? After the compressor is heated with a drier, does the compressor start? rel Compressor start failure. Activate pre -heat control. (Refer to 9-2. 'PRE -HEAT CONTROL SETTING') Check the refrigerant circuit. Check the stop valve. OBH684C 38 the Normal a1 Heat the compressor with a drier for about 20 minutes. Do not recover refrigerant gas while healing. ® © Check of outdoor thermistors M Disconnect the connector of thermistor in the inverter PC. board (see below table), and measure the resistance of thermistor. Is the resistance of thermistor normal? (Refer to 10-6.1.) No Reconnect the connector of thermistor. Tum ON the Dower suDDly and Dress EMERGENCY OPERATION switch. Does the unit operate for 10 minutes or more without showing thermistor abnormality? No MUZ-FH06109112 z the thermistor except RT64. RT64 is abnormal, replace the inverter P.C. the inverter P.C. board. Thermistor Symbol Connector, Pin No. Board Defrost RT61 Between CN641 pint and pin2 Inverter P.C. board Discharge temperature RT62 Between CN641 pin3 and pin4 Fin temperature RT64 Between CN642 pint and pint Ambient temperature RT65 Between CN643 pint and pint Outdoor heat exchanger temperature RT68 Between CN644 pint and pin3 MUZ-FH15/18 Thermistor Symbol Connector, Pin No. Board Defrost RT61 Between CN671 pint and pin2 Inverter P.C. board Discharge temperature RT62 Between CN671 pin3 and pin4 Fin temperature RT64 Between CN673 pint and pin2 Ambient temperature RT65 Between CN672 pint and pin2 Outdoor heat exchanger temperature RT68 Between CN671 pin5 and pin6 39 ® Check of R.V. coil MUZ-FH06/09112 e First of all, measure the resistance of R.V. coil to check if the coil is defective. Refer to 10-4. e In rase CN721 is disconnected or R.V. coil is open, voltage is generated between the terminal pins of the connector although no signal is being transmitted to R.V. coil. Check if CN721 is connected. Unit operates COOL mode even if it is set to HEAT mode. Disconnect connector between the compressor and the power module (IC700). Turn ON the power supply and press EMERGENCY OPERATION switch twice (HEAT mode). Is there 208/230 VAC between CN721 p ` and OO on the inverter P.C. board 3 minutes after the power supply is turned ON? i I Reolace the 4-wav valve. I Unit operates HEAT mode even if it is set to COOL mode. Disconnect connector between the compressor and the power module (IC700). Tum ON the power supply and press EMERGENCY OPERATION switch once (COOL mode). MUZ-FH15118 Is there 208/230 VAC between CN721 O ` and O on the inverter P.C. board 3 minutes after the power supply is turned ON? i Replace the inverter P.C. board. Replace the inverter P.C. board. e First of all, measure the resistance of R.V. coil to check if the coil is defective. Refer to 10-4. 8 In case CN602 is disconnected or R.V coil is open, voltage is generated between the terminal pins of the connector although no signal is being transmitted to R.V. coil. Check if CN602 is connected. Unit operates COOL mode even if it is set to HEAT mode. Disconnect connector between the compressor and the IGBT module (IC700). Tum ON the power supply and press EMERGENCY OPERATION switch twice (HEAT mode). i Is there 208/230 VAC between CN602 iD and ® on the inverter P.C. board 3 minutes after the power supply is turned ON? , Replace the 4 -way valve. I Unit operates HEAT mode even if it is set to COOL mode. Disconnect connector between the compressor and the IGBT module (IC700). Tum ON the power supply and press EMERGENCY OPERATION switch once (COOL mode). Is there 208/230 VAC between CN602 V and OO on the inverter P.C. board 3 minutes after the power supply is turned ON? 40 (Replace the inverter P.C. board. Replace the inverter P.C. board. I Check of outdoor fan motor Disconnect the connectors CN931 and CN932 from the inverter P.C. board. Check the connection between the connector CN931 and CN932. Is the resistance between each ter- minal of outdoor fan motor normal? (Refer to 10-4.) Disconnect CN932 from the inverter P.C. board, and tum on the power supply. Rotate the outdoor fan motor manually and measure the voltage of CN931. Between 1(+) and 5(-) Between 2(+) and 5(-) Between 3(+) and 5(-) 5 or 0 VDC Does the voltage between each terminal become 5 and 0 No VDC repeatedly? Does the outdoor fan motor rotate smoothly? Replace the outdoor fan motor. I I Replace the inverter P.C. board. OBH684C 41 i.✓ OJ Check of power supply Disconnect the connector between the compressor and the power module (IC700) (MUZ-FHO6/09/12)/IGBT module (IC700) (MUZ-FH15/18). Turn ON Dower SUDDIV and press Does the left lamp of the OPERATION INDICATOR lamp on the indoor unit light up? 13 UICIC UU Vundqu LUV - 0'U vuI between DB61 (+) and DB61 (—) (MUZ-FH06/09/12)/294 - 370 VDC between JP715 (+) and JP30 (—) (MUZ-FH15/18) on the inverter P.C. ,board? (Refer to 10.6.1.) Rectify indoor/outdoor connecting wire. Is there voltage 208/230 VAC between the indoor terminal block S1 and S2? Does LED on the inverter P.C. board light up or flash? (Refer to 10-6.1.) If lights up, OK. If flashes, refer to 10-3. 294-370 OBH684C 42 Replace the indoor electronic control P.C. board. �_ Replace the inverter No A P.C. board. 260 - 370 VDC WDB61 O Inverter P.C. board (Solder side) MUZ-FH06109/12 MUZ-FH15/18 11(& Check of LEV (Expansion valve) Turn ON the power supply. <Preparation of the remote controller> D While pressing both OPERATION SELECT button and TEMP Q button on the remote controller at the same time, press RESET button. Oz First, release RESET button. Hold down the other 2 buttons for another 3 seconds. Make sure that the indicators on the LCD screen shown in the right figure are all displayed. Then re- lease the buttons. Press STOP/OPERATE (OFF/ON) button of the remote controller (the set temperature is displayed) with the remote controller headed towards the indoor unit. X1 I Expansion valve operates in full -opening direction. X1. Regardless of normal or abnormal condition, a short beep Do you hear the expansion valve "click, is emitted once the signal is received. click...... •"? OK Do you feel the expansion valve vibrate Yes when touchin it ? 1No Is LEV coil properly fixed to Propeyiyfix the LEV coil to the expansion valve. the expansion valve? No Does the resistance of LEV ' coil have the characteristics? (Refer to 10-4.) No I Replace the LEV coil. I Measure each voltage between connector pins of CN724 on the inverter P.C. board. 1. Pin@O (-) — PinO(+) 2. Pin 40(-) — Ping(+) 3. Pin( -) — PinO(+) 4. Pin©(-) — Ping(+) Is there about 3 - 5 VAC between each? NOTE: Measure the voltage by an analog tester. Yes I Replace the expansion valve. I NOTE: After check of LEV, do the undermentioned operations. 1. Tum OFF the power supply and tum it ON again. 2. Press RESET button on the remote controller. . • • 43 Replace the inverter P.C. board. JJQ Check of inverter P.C. board Check the outdoor fan motor. (Refer to 10-5.0.) Is the fuse (F901) blown on the in- verter P.C. board? No Check the connection of the connectors (CN931, CN932) of the outdoor fan motor. If the connection is poor, make it correct. IOperate the outdoor unit by starting EMERGENCY OPERATION. Check the LED indication on the in -Check the corresponding parts verter P.C. board. No following LED indication. Does the LED flash 10 times? Refer to 10-3. (104ime flash) Replace the inverter P.C. board. OBH684C ® How to check miswiring and serial signal error NOTE: Reser to the indoor unit service manual. Tum OFF the power supply. Is there rated voltage in the power supply? >No Check the Yes Tum ON the power supply. Is there rated voltage between the outdoor terminal block S1 and S2? />-"" Check the es Press EMERGENCY OPERATION switch once. IF Does the left lamp of OPERATION INDICATO lamp light up? <Confirmation of the power to .the indoor unit> NO Is there any miswiring, poor contact, or wire Is serial signal error indicated 6 minuteslater? No disconnection of the Yes Correct them. indoor/outdoor conned - Yes ing wire? A -Al. Miswiring may damage indoor electronic control P.C. board during the operation. Tum OFF the power supply. Be sure to confirm the wiring is correct before the opera - Check once more if the indoor/outdoor tion starts. B connecting wire is not miswiring. )K-3. Be sure to check this within 3 minutes after turning ON. Bridge the outdoor terminal block S2 and After 3 minutes, LED blinks 6 times. Even when the 83. Yx1 inverter P.C. board is normal, LED blinks 6 times after 3 minutes. I Tum ON the power supply. Is the bus -bar voltage of the inverter P.C. board normal? Check of power supply. Refer to TEST POINT DIAGRAM AND VOLTAGEin the outdoor service manual. (Refer bo the outdoor ( "" )�Noservice manual.) Yes Does the LED on the inverter P.C. board repeat Replace the inverter P.C. board . >�. 2 "3.6 -second -OFF and 0.8 -second -ON quick blinking"? *3 No Yes (Lighted Q. Be careful of the residual voltage of r not) smoothing capacitor- Turn apacitor g Tum OFF the power supply. Remove the bridge between the outdoor terminal block S2 and S3. Tum ON the power supply. Check the wiring Is there rated voltage between the indoor terminal block S1 and S2? If there are any error of the indoorloutdoor connecting wire: <Confirmation of power voltage> No such as the damage of the wire, intermediate connection, and/or poor contact to the terminal block, replace the indoo voQ outdoor connecting wire. Is there amplitude of 10 to 20 VDC between the indoor terminal block S2 and S3? <Confirmation of serial signal> No A • Tum OFF inverter -controlled lighfing equipment • Tum OFF the power supply and then tum ON again. • Press EMERGENCY OPERATION switch. •Reinstall either the unit or the light away from Is serial signal each other. error indicated 6 No • Attach a filter minutes later? on remote Yes control receiv- ing section of the indoor B unit Yes Is there 2 VDC or less between CN202202 and JPG (GND)(-) on the indoor electronic control P.C. board? Is there 2 VDC or less between Is there 2 VDC or less between CN202A ©(+) and JPG (GN X-) CN202 ®(+) and JPG (GND)(-) on on the indoor electronic control P.C. the indoor electronic control P.C. Yes board? board? No Yes No Replace the indoor power Replace the indoor elec- P.C. board. I tronic control P.C. board. 45 Ile Electromagnetic noise enters into TV sets or radios Is the unit grounded?—'Ground the unit. Yes No Is the distance between the antennas Extend the distance between the antennas and and the indoor unit within 9.91 ft. (3m), the indoor unit, and/or the antennas and the or is the distance between the antennas Yes and the outdoor unit within 9.91 ft. (3m)? outdoor unit. No Is the distance between the TV sets or ra- dios and the indoor unit within 3.28 ft. (1 m), or is the distance between the TV sets or radios and the outdoor unit within Yes 9.91 ft. (3m)? No Are the antennas damaged? Extend the distance between the TV sets and/or radios and the indoor unit, or the TV sets or radios and the outdoor unit. Is the coaxial cable damaged? Replace or repair the antenna. Is there any poor contact in the anten- Yes Replace or repair the coaxial cable. na wiring? No Is the indoor/outdoor connecting wire _ Extend the distance between the indoor/outdoor of the air conditioner and the wiring of connecting win: of the air conditioner and the wii the antennas dose? Yes ling of the antennas. No Even if all of the above conditions are fulfilled, the electromagnetic noise may enter, depending on the electric field strength or the installation condition (combination of specific conditions such as antennas or wiring). Check the following before asking for service. 1. Devices affected by the electromagnetic noise TV sets, radios (FM/AM broadcast, shortwave) 2. Channel, frequency, broadcast station affected by the electromagnetic noise 3. Channel, frequency, broadcast station unaffected by the electromagnetic noise 4. Layout of. indoor/outdoor unit of the air conditioner, indoor/outdoor wiring, ground wire, antennas, wiring from antennas, receiver 5. Electric field intensity of the broadcast station affected by the electromagnetic noise 6. Presence or absence of amplifier such as booster 7. Operation condition of air conditioner when the electromagnetic noise enters in 1) Tum OFF the power supply once, and then turn ON the power supply. In this situation, check for the electromagnetic noise. 2) Within 3 minutes after turning ON the power supply, press STOP/OPERATE (OFF/ON) button on the remote controller for power ON, and check for the electromagnetic noise. 3) After a short time (3 minutes later after turning ON), the outdoor unit starts running. During operation, check for the electromagnetic noise. 4) Press STOP/OPERATE (OFF/ON) button on the remote controller for power OFF, when the outdoor unit stops but the indoor/outdoor communication still runs on. In this situation, check for the electromagnetic noise. OBH684C 47 10-6. TEST POINT DIAGRAM AND VOLTAGE 1. Inverter P.C. board MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA- +i MUZ-FH09NAH-o MUZ-FH12NA-o MUZ-FH12NAH--_, R.Vcoil Heater connector Back side of unit DB61 Smoothing Smoothing (CN721) (CN722) 260 - 370 VDC capacitor (C62) capacitor (C61) 2081230 VAC (MUZ-FH06NAH () (+) MUZ-FH09112NAH-O+ ) 2081230 VAC Fuse (F801) Fuse (F701) T3.15AL250V T3.15AL250V _ p Cep Fuse (F901) :h.00 of°� 03 0++° s T3.15AL250 Output to x b ! . ; '• :R .. « . - m , E drive outdoor 41 pal : • I - ® rr. q • ❑ 9`� a. fan motor JL. p':: P®16..x.. [� a o .a. AYh]1 I [ a (CN932 5 gfh I 7� a 0 0 0 208/23 Output to m ® q VAC drive I....a.::` 04 . 9�.. tib vr1 �f compressor •n o q �... , N ' .._ �[ .•oa LDV, : • I :: io.. .': b :. �- .Ni :�.a. ;! �. LD1A) _ ,i F " �J LED m vd oo m_ 0) Z!o rn m� az T� 'E� m Wa I Front side of unit �!' O.N U °ire. `o 60 Eli t? €U IL ...... �E OI �mmF aE O1 rnol. r�Z U ski CN rnwC Et U Lys y �Z ON o iu� cin Q .. �. j5 � E I— U 02— 9 � � r+ C b rc )0 10 ro io io to to 10 Dehnst thermistor)RT61) Ambient temperature thermistor(RT66) Outeoor heat exchanger t"p.,t.re thermistor)RT68) -0 14 32 50 68 86 164 Temperatureff) OBH684C Y Y N temperature thermistor (RT62) 0' 32 50 68 86 104 122 140 168 176 194 212 230 248 Temperature ("F) 48 Jumper wire for changing defrost setting (JS) Jumper wire for pre -heat control setting (JI) MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH Back side of unit DB61 260 - 370 VDC ()(+) 208/230 VAC Fuse WCR�7 T3.15AL25OAL250 ( ) ` Output to � ®) drive outdoor a fan motor A p (CN932)' r kir en Output to drive t compressor a (LDU, A i I LDV, LDR w m o LED Smoothing Smoothing R.V.coil Heater connector capacitor capacitor (CN721) (CN722) (MUZ- (C62) (C61) 208/230 VAC FH09112NAH) Fuse (F801) Fuse (F701) T3.15AL250V / / /T3.15AL250V my B b^ az I Front side of unitoo E� �v �� 4XY o C OlZ E C W t'3 s 00) E:S Ol� L J Z `oma cN Emu tjZ 01 0 O g� $ V F S E io � U W!— —i Defrost thermistor(RT61) Ambient temperature thermistor(RT65 Oubloor heat exchanger tempe2ture ermistor(RT68) 100 90 80 70 60 u 50 m m 40 30 20 10 0 Jumper wire for changing defrost setting (JS) 200 180 160 140 9 120 m100 80 w tti 80 40 20 0 208/230 VAC Jumper wire for pre -heat control setting (JK) -4 14 32 50 68 86 104 32 50 68 86 104122140168176194 212 230 248 32 50 68 86 104 122 140 158 176 Temperature(°F) Temperature (°F) Tempereture(°F) OBH684C 49 11 DISASSEMBLY INSTRUCTIONS <"Terminal with locking mechanism" Detaching points> The terminal which has the locking mechanism can be detached as shown below. There are 2 types (refer to (1) and (2)) of the terminal with locking mechanism. The terminal without locking mechanism can be detached by pulling it out. Check the shape of the terminal before detaching. (1) Slide the sleeve and check if there is a locking lever or not. (2) The terminal with this connector has the a locking mechanism. OSlide the sleeve. r@Hold the sleeve, and i ©Pull the terminal whilepull out the terminal Locking never pushing the locking slowly. lever. Connector 11-1. MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH NOTE: Turn OFF the power supply before disassembly. OPERATING PROCEDURE PHOTOS 1. Removing the cabinet Photo 1 (1) Remove the screw fixing the service panel. Screws of (2) Pull down the service panel and remove it. (3) Remove the screws fixing the conduit cover. the top panel Back / panel (4) Remove the conduit cover. (Photo 4) (5) Remove the screw fixing the conduit plate. (Photo 5) (6) Remove the conduit plate. ��,�[hI(fIII Screws ��illlllll�ll (7) Disconnect the power supply wire and indoor/outdoor�((f of the connecting wire. I back (8) Remove the screws fixing the top panel. IIIIIIIIIIIIIII�IIIIIIIIIIIIIIII s panel (9) Remove the top panel. I l 10)Remove the screws fixing the cabinet IIIIIIIIIII I`IIIIIIIIIIII (11) Remove the cabinet. (12) Remove the screws fixing the back panel. (13) Remove the back panel. Photo 2 � Service Screws of panel the cabinet Screws of the Photo 3 top panel Screw of the Screws of cabinet the terminal block support and the back panel Direction to remove IIII,IIIIIIIII' I Screws of the cabinet - / i Screws of Hooks the cabinet 1 OBH684C 51 OPERATING PROCEDURE PHOTOS Photo 4 Photo 5 Screws of the Screw of the conduit cover conduit plate v 2. Removing the inverter assembly, inverter P.C. board Photo 6 (1) Remove the cabinet and panels. (Refer to 1.) Screws of the heat sink (2) Disconnect the lead wire to the reactor and the following support and the separator connectors: <Inverter P.C. board> CN721 (R.V. coil) CN722 (Defrost heater and heater protector) (MUZ- FH06/09/12NAH) CN931, CN932 (Fan motor): CN641 (Defrost thermistor and discharge temperature ther- mistor) CN643 (Ambient temperature thermistor) CN644 (Outdoor heat exchanger temperature thermistor) CN724 (LEV) (3) Remove the compressor connector (CN61). (4) Remove the screws fixing the heat sink support and the separator. (5) Remove the fixing screws of the terminal block support and the back panel. (6) Remove the inverter assembly. (7) Remove the screw of the ground wire and screw of the ter- minal block support. (8) Remove the heat sink support from the P.C. board support. Screws of the terminal block (9) Remove the screw of the inverter P.C. board and remove the support and the back panel inverter P.C. board from the P.C. board support. 3. Removing R.V. coil Photo 7 Screw of the (1) Remove the cabinet and panels. (Refer to 1.) Heat sink Heat sink support Terminal block (2) Disconnect the following connectors:support P.C. board <Inverter P.C. board> support CN721 (R.V. coil) (3) Remove the R.V. coil. Terminal block support Screw of the Screw of the inverter P.C. board ground wire 52 ❑E I OPERATING PROCEDURE I PHOTOS 4. Removing the discharge temperature thermistor, Photo 8 ocrew of defrost thermistor, outdoor heat exchanger tempera -Nis coil ture thermistor and ambient temperature thermistor (1) Remove the cabinet and panels. (Refer to 1.) (2) Disconnect the lead wire to the reactor and the following con- nectors: Inverter P.C. board> CN641 (Defrost thermistor and discharge temperature ther- mistor) CN643 (Ambient temperature thermistor) CN644 (Outdoor heat exchanger temperature thermistor) (3) Pull out the discharge temperature thermistor from its holder. (4) Pull out the defrost thermistor from its holder. (Photo 6) (5) Pull out the outdoor heat exchanger temperature thermistor from its holder. (Photo 6) (6) Pull out the ambient temperature thermistor from its holder. Discharge temperature thermistor 1. •i� Phc`- Photo 10 :at tempera- stor �mperature C OPERATING PROCEDURE PHOTOS 5. Removing outdoor fan motor Photo 11 (1) Remove the cabinet and panels. (Refer to 1.) Screws of the outdoor fan motor (2) Disconnect the following connectors: <Inverter P.C. board> CN931, CN932 (Fan motor) (3) Remove the propeller fan nut. �f (4) Remove the propeller fan. , (5) Remove the screws fixing the fan motor. (6) Remove the fan motor. Propeller fan Propeller fan nut 6. Removing the compressor and 4 -way valve Photo 12 (1) Remove the cabinet and panels. (Refer to 1.) Screws of (2) Remove the inverter assembly. (Refer to 2.) the reactor (3) Remove the screws fixing the reactor. (4) Remove the reactor. (5) Remove the soundproof felt. (6) Recover gas from the refrigerant circuit. NOTE: Recover gas from the pipes until the pressure gauge shows 0 PSIG. (7) Detach the brazed part of the suction and the discharge pipe connected with compressor. (8) Remove the nuts fixing the compressor. (9) Remove the compressor. (10) Detach the brazed part of pipes connected with 4 -way valve. Photo 13 Soundproof felt Suction pipe brazed part Discharge pipe Brazed parts of brazed part 4 -way valve 1: •i� 54 OPERATING PROCEDURE PHOTOS 2. Removing the inverter assembly, inverter P.C. board Photo 5 Screw of the and relay P.C. board relay panel Screws of the (1) Remove the cabinet and panels. (Refer to 1.) Inverter P.C. P.B. support (2) Disconnect the lead wire to the reactor and the following con- board Ground wires vectors: <Inverter P.C. board> 4y CN602 (R.V. coil) CN931, CN932 (Fan motor) CN671 (Defrost thermistor, discharge temperature thermistor and outdoor heat exchanger temperature thermistor) CN672 (Ambient temperature thermistor) 1P` CN724 (LEV) CN601 (Defrost heater and heater protector) f: (MUZ-FH15118NAH118NA H2) (3) Remove the compressor connector. I !i (4) Remove the screws fixing the relay panel. ; (5) Remove the relay panel. (6) Remove the ground wires and the lead wires of the inverter ; P.C. board. (7) Remove the screws of the P.B. support. .- (8) Remove the inverter P.C. board from the P.B. support. Screws of .' the P.B. p support �, Screw of the relay panel Screw of the relay panel Photo 6 Screw of the R.V. coil 3. Removing R.V. coil (1) Remove the cabinet and panels. (Refer to 1.) (2) Disconnect the following connector. <Inverter P.C. board> CN602 (R.V. coil) (3) Remove the R.V. coil . l�l 1 I Brazed parts of 4 -way valve 56 OPERATING PROCEDURE PHOTOS 4. Removing the discharge temperature thermistor, Photo 7 defrost thermistor, outdoor heat exchanger tempera- Outdoor heat exchanger Ambient temperature ture thermistor and ambient temperature thermistor temperature thermistor thermistor (1) Remove the cabinet and panels. (Refer to 1.) (2) Disconnect the lead wire to the reactor and the following—`-��--1P connectors:: <Inverter P.C. board> CN671 (Defrost thermistor, discharge temperature thermis- tor and outdoor heart exchanger temperature ther- mistor) CN672 (Ambient temperature thermistor) (3) Pull out the discharge temperature thermistor from its holder. (4) Pull out the defrost thermistor from its holder. (5) Pull out the outdoor heat exchanger temperature thermistor from its holder. (6) Pull out the ambient temperature thermistor from its holder. I i A' 5. Removing outdoor fan motor (1) Remove the top panel, cabinet and service panel. (Refer to 1.) —�-.: Defrost thermistor (2) Disconnect the following connectors: <Inverter P.C. board> Photo 8 CN931 and CN932 (Fan motor) -- (3) Remove the propeller fan. (4) Remove the screws fixing the fan motor. (5) Remove the fan motor. 1, P _ _ L Screws of the Soundproof felt outdoor fan motor Photo 9 Brazed part of the 6. Removing the compressor and 4-way valve (1) Remove the top panel, cabinet and service panel. (Refer to 1.) e pipe (2) Remove the back panel. (Refer to 1.) (3) Remove the inverter assembly. (Refer to 2.) (4) Remove the soundproof felt. (5) Recover gas from the refrigerant circuit. NOTE: Recover gas from the pipes until the pressure gauge shows 0 PSIG. ,jd,scla�,g (6) Detach the brazed part of the suction and the discharge V pipe connected with compressor. (7) Remove the nuts fixing the compressor. (8) Remove the compressor. (9) Detach the brazed parts of 4-way valve and pipe. (Photo 4) Brazed part of the Discharge temperature suction pipe thermistor 57 MnSUBISHI ELECTRIC CORPORATION HEAD OFFICE: TOKYO BLDG., 2-7-3, MARUNOUCHI, CHIYODA-KU, TOKYO 1005310, JAPAN © Copyright 2014 MITSUBISHI ELECTRIC CORPORATION Distributed in Oct. 2016. No. OBH684 REVISED EDITION -C Distributed in Dec. 2014. No. OBH684 REVISED EDITION -B Distributed in Apr. 2014. No. OBH684 REVISED EDITION -A Distributed in Feb. 2014. No. OBH684 New publication, effective Oct. 2015 Made in Japan Specifications are subject to change without notice. Heating Data are based on the condition of outdoor humidity 75%. Air flow should be set to High speed. Data are for heating operation without any frost. MUZ-FH06NA MUZ-FH06NAH Oultloor ambien(lempemlam MUZ-FH09NA MUZ-FH09NAH 75 70 55 i (T) 75 ID 65 OUWoor ambient tempemW m ... 5 15 25 35 45 55 55 75(T) --5 15 25 35 45 55 55 75(T) OU am ent mmP tum Oul ram enl lempe m MUZ-FH12NA MUZ-FH12NAH (PSIG) 450 410 P 3 370 n F 330 U 290 250 P2 0) 175 E 150 � 125 s L 0100 75 50 5 15 25 35 45 55 65 75(T) Outeoor ambient tempemWm MUZ-FH15NA MUZ-FHI5NAH I 1 I I 1 c 1. nc ac ec a ac 1c Outs or amNenl tempmalum OBH684C (PSIG) 200 175 2150 125 x 100 75 50 .F) F) 5 15 25 35 45 55 a 75(°Fj GYttlOf ambient rompamNm 22 —I M 0 7-4. STANDARD OPERATION DATA C 24 Model I MSZ-FH06NA MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA MSZ-FH18NA2 Item Unit Icooiing Heating Cooling Heating Cooling Heating Cooling Heating Cooling Heating Cooling Heating Capacity Btu/h 6,000 5,700 9,000 10,900 12,000 13,600 15,000 18,000 17,200 20,300 17,200 20,300 m SHF — 0.96 — 0.92 — 0.83 — 0.70 — 0.67 — 0.69 — I° Input kW 0.315 0.545 0.560 0.710 0.870 0.950 1.200 1.300 1.430 1.720 1.375 1.72 Rated frequency Hz 28 50 47 58.5 46 49 50.5 50 59.5 61 57.0 61 Indoor unit MSZ-FH06NA MSZ-FH09NA MSZ-FH12NA MSZ-FH15NA MSZ-FH18NA MSZ-FH18NA2 V, Power supply phase, 2081230, 1, 60 Hz Input kW 0.029 0.029 0.029 0.031 0.033 0.033 2 Fan motor current A 0.30/0.27 0.30/0.27 0.30/0.27 0.31/0.28 0.34/0.31 0.34/0.31 o MUZ-FH06NA MUZ-FH09NA MUZ-FH12NA MUZ-FH75NA MUZ-FH18NA MUZ-FH18NA2 Outdoor unit MUZ-FH06NAH MUZ-FH09NAH MUZ-FH12NAH I MUZ-FH15NAH MUZ-FH78NAH MUZ-FHI8NAH2 d V. Lu Power supply phase, 208/230.1. 60 Hz Input kW 0.243 0.475 0.531 0.661 0.841 0.921 1.169 1.269 11.397 1.687 1.342 1.687 Comp. current A 1.2211.102.2312.022.3212.103.0112.723.6013.264.0613.674.4614.034.87/4.405.64/5.10 .0416.375.5315.00 .0416.37 Fan motor current A 0.3610.33 0.3410.310.36/0.33 0.3410.310.4110.37 0.4010.361.2111.091.2411.121.2111.091.2411.121.2111.091.2411.12 Condensing PSIG 332 297 352 323 374 340 361 391 370 445 367 445 pressure Suction PSIG 174 112 153 110 135 106 131 108 125 107 128 107 pressure Discharge •F 136 140 148 145 156 148 152 170 153 189 164 189 V temperature U c Condensing .F 104 96 107 101 112 105 109 115 111 123 109 123 temperature ;E Suction .F 69 44 64 41 56 36 52 45 43 34 59 34 T temperature Comp. shell bottom F 120 120 129 125 137 128 135 147 141 167 154 167 temperature Ref. pipe length ft 25 Refrigerant charge (R41 OA) 2 Ib. 9 oz. 3 l 7 oz. Intake air DB F 80 70 80 70 80 70 80 70 80 70 80 70 temperature WB •F 67 60 67 60 67 60 67 60 67 60 67 60 Discharge air DB$CFM 94 58 99 56 101 52 111 50 119 52 119 o temperature WB — 55 — 54 — 51 — 49 — 51 — Fan speed (High) 1,280 1,150 1,280 1,190 1,320 1,220 1,420 1,280 1,460 1,330 1,460 Airflow (High) 437 328 (Wet) 437 342 (Wet) 454 354 (Wet) 497 376 (Wet) 514 395 (Wet) 514 'cIntake airDB 47 95 47 95 47 95 47 95 47 95 47 0 temperature WB 43 — 43 — 43 — 43 — 43 — 43 L, Fan speed rpm 810 900 810 900 810 900 840 810 840 810 840 810 O Airflow CFM 1 1,074 1,202 1,074 1,202 1.0741 1,202 1,692 1,634 1,692 1,634 1,692 1,634 24 7-5. CAPACITY AND INPUT CORRECTION BY INVERTER OUTPUT FREQUENCY MUZ-FH06NA MUZ-FH06NAH Correction of Cooling capacity C 10 (iz) The operational frequency of compressor The operational frequency of compressor The operational frequency of compressor The operational frequency of compressor MUZ-FH09NA MUZ-FH09NAH Correction of Cooling capacity C E O m 8 _T U n U 20 Correction of Heating capacity 2 5 Correction of Healing total input 0 1.5 p 2.0 a N 5 p 1.5 1.0 i `o u m o 1A 2` V D v n m n 0.5 U — 0.0 0.0 0 Mz) 0 25 50 75 1001114 0 25 50 75 100 No 0 ft) The operational frequency of compressor The operational frequency of compressor The operational frequency of compressor The operational frequency ofcompressor MUZ-FH12NA MUZ-FH12NAH Correction of Cooling capacity Correction of Cooling total input _ Correction of Heating capacity _ _ Correction of Heating total input 20 Correction of Heating capacity 25 Correction of Heating total input 0 N t5 2210- 1.5 2.01.5 m 1.0 t0 - � a0.5 U oo 0(Ho 0 25 50 75 100(110 000 25 50 75 100 Pis) 0 M The operational frequency ofcompressor The operational frequency ofcompressor MUZ-FH15NA MUZ-FH15NAH Correction of Cooling capacity Correction of Cooling total input u Mz) 2.0 N O N V O - U C O_ �p� t.q tiU D v m05 n m 5 n c 0 2'50 The operational frequency 95 5n 75 e operational trequency or compressor OBH684C 25 Correction of N `p 2.0 0 1.5 U N 310 1' Correction frequency of compressor 50 75 100(Hz) 0 25 50 75 100th) frequency of compressor The operational frequency of compressor v ACTUATOR CONTROL MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH16NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FH18NAH2 8-1. OUTDOOR FAN MOTOR CONTROL The fan motor turns ON/OFF, interlocking with the compressor. [ON] The fan motor turns ON 5 seconds before the compressor starts up. [OFF] The fan motor turns OFF 15 seconds after the compressor has stopped running. Compressor Outdoor fan motor 8-2. R.V. COIL CONTROL Heating ON Cooling OFF Dry .................... OFF NOTE: The 4 -way valve reverses for 5 seconds right before start-up of the compressor. Compressor R.V.coil <COOL> <HEAT> 5 seconds 5 seconds Outdoor fan UN motor OFF 8-3. RELATION BETWEEN MAIN SENSOR AND ACTUATOR *. MUZ-FH*NAH only. OBH684C 27 Actuator Compressor LEV Outdoor fan R.V.coil Indoor fan Defrost Sensor Purpose motor motor heater" Discharge temperature Protection O O thermistor Cooling: Coil frost prevention O Indoor coil temperature thermistor Heating: High pressure proteo O O tion Defrost thermistor Heating: Defrosting O O Q Q Q Fin temperature thermistor Protection Q Q Cooling: Low ambient tempera- O O O Ambient temperature P ture operation thermistor Heating: Defrosting (Heater) Q Cooling: Low ambient tempera- O O O Outdoor heat exchanger tem- ture operation Cooling: High pressure proteo O O O perature thermistor tion *. MUZ-FH*NAH only. OBH684C 27 [ SERVICE FUNCTIONS MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FHI8NAH2 9-1. CHANGE IN DEFROST SETTING Changing defrost finish temperature <JS> To change the defrost finish temperature, cut/solder the JS wire of the outdoor inverter P.C. board (Refer to 10.6.1.). 9-2. PRE -HEAT CONTROL SETTING MUZ-FHO6109112 When moisture gets into the refrigerant cycle, it may interfere with the start-up of the compressor at low outside tempera- ture. The pre -heat control prevents this interference. The pre -heat control turns ON when the discharge temperature ther- mistor is 68-F (200C) or below. When the pre -heat control turns ON, the compressor is energized. (About 50 W) MUZ-FH15/18 Prolonged low load operation, in which the thermostat is OFF for a long time, at low outside temperature [32-F (0-C) or less] may cause the following troubles. To prevent those troubles, activate the pre -heat control. 1) If moisture gets into the refrigerant cycle and freezes, it may interfer the start-up of the compressor. 2) If liquid refrigerant collects in the compressor, a failure in the compressor may occur. The pre -heat control turns ON when the compressor temperature is 68-F (200C) or below. When the pre -heat control turns ON, the compressor is energized. (About 70 W) Pre -heat control setting <JK> ON: To activate the pre -heat control, cut JK wire of the inverter P.C. board. OFF: To deactivate the pre -heat control, solder JK wire of the inverter P.C. board. (Refer to 10-6.1) Defrost finish temperature MUZ-FHO6109/12NA MUZ-FH15118NA MUZ-FH18NA2 Jumper MUZ-FH06/09112NAH MUZ-FH15118NAH MUZ-18NAH2 Soldered (Initial setting) 41-F (5-C) 50-F (10-C) JS (initial setting) JK None 50-F (10-C) 64-F(18-C)(Cut) 9-2. PRE -HEAT CONTROL SETTING MUZ-FHO6109112 When moisture gets into the refrigerant cycle, it may interfere with the start-up of the compressor at low outside tempera- ture. The pre -heat control prevents this interference. The pre -heat control turns ON when the discharge temperature ther- mistor is 68-F (200C) or below. When the pre -heat control turns ON, the compressor is energized. (About 50 W) MUZ-FH15/18 Prolonged low load operation, in which the thermostat is OFF for a long time, at low outside temperature [32-F (0-C) or less] may cause the following troubles. To prevent those troubles, activate the pre -heat control. 1) If moisture gets into the refrigerant cycle and freezes, it may interfer the start-up of the compressor. 2) If liquid refrigerant collects in the compressor, a failure in the compressor may occur. The pre -heat control turns ON when the compressor temperature is 68-F (200C) or below. When the pre -heat control turns ON, the compressor is energized. (About 70 W) Pre -heat control setting <JK> ON: To activate the pre -heat control, cut JK wire of the inverter P.C. board. OFF: To deactivate the pre -heat control, solder JK wire of the inverter P.C. board. (Refer to 10-6.1) NOTE: When the inverter P.C. board is replaced, check the jumper wires, and cut/solder them if necessary. OBH684C 28 Pre -heat control setting MUZ-FH06109/12NA MUZ-FI15/18NA MUZ-FH18NA2 Jumper MUZ-FH06109112NAH MUZ-FH15118NAH MUZ-18NAH2 Soldered Deactivated Deactivated (initial setting) JK Activated Cut Activated (Initial setting) NOTE: When the inverter P.C. board is replaced, check the jumper wires, and cut/solder them if necessary. OBH684C 28 10 TROUBLESHOOTING MUZ-FH06NA MUZ-FH06NAH MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FH18NAH2 104. CAUTIONS ON TROUBLESHOOTING 1. Before troubleshooting, check the following 1) Check the power supply voltage. 2) Check the indoor/outdoor connecting wire for miswiring. 2. Take care of the following during servicing 1) Before servicing the air conditioner, be sure to tum OFF the main unit first with the remote controller, then after con- firming the horizontal vane is closed, tum off the breaker and/or disconnect the power plug. 2) Be sure to tum OFF the power supply before removing the front panel, the cabinet, the top panel, and the electronic control P.C. board. 3) When removing the electrical parts, be careful of the residual voltage of smoothing capacitor. 4) When removing the electronic control P.C. board, hold the edge of the board with care NOT to apply stress on the components. 5) When connecting or disconnecting the connectors, hold the connector housing. DO NOT pull the lead wires. <Incorrect> <Correct> 3 tr / Lead wiring Connector housing 3. Troubleshooting procedure 1) Check if the OPERATION INDICATOR lamp on the indoor unit is flashing on and off to indicate an abnormality. To make sure, check how many times the OPERATION INDICATOR lamp is flashing on and off before starting service work. 2) Before servicing, check that the connector and terminal are connected properly. 3) When the electronic control P.C. board seems to be defective, check the copper foil pattern for disconnection and the components for bursting and discoloration. 4) Refer to 10-2 and 10-3. OBH684C 29 r 10-2. FAILURE MODE RECALL FUNCTION Outline of the function This air conditioner can memorize the abnormal condition which has occurred once. Even though LED indication listed on the troubleshooting check table (10-3.) disappears, the memorized failure details can be recalled. 1. Flow chart of failure mode recall function for the indoor/outdoor unit NOTE: 1. Make sure to release the failure mode recall function after it is set up, otherwise the unit cannot operate properly. 2. H the abnormal nation is not deleted from the memory, the last abnormal concttion is kept memorized. 02. Blinking pattern when the indoor unit is abnormal: Blinking at 0.5- Blinking at 0.5- _2.5 -second OF, second interval_1.5-second OFE second interval ON OFF H �-�, rf-► �-► �-►� ^-► ':*► �-► � Beep3 ' Beeps ' Beeps Repeated cycle '�- Repeated cycle �' Repeated cycle -;Kpattern when the outdoor unit is abnormal: Blinking at 0.5- Blinking at 0.5- _2.5 -second OFA 3-seoond ON second interval--".5-second OFF 3 -second ON second interval ON OFF�-► J. M ♦► �-�+ ' No beep Beeps ;� No beep Beeps 0.4 Repeated cycle Repeated cycle Repeated cycle OBH684C 30 2. Flow chart of the detailed outdoor unit failure mode recall function Operational procedure The outdoor unit might be abnormal. Check if outdoor unit is abnormal according to the following procedures. Make sure that the remote controller is set to the failure mode recall function. With the remote controller headed towards the indoor unit, press TEMP ® button to adjust the set temperature to 77"F (25°C). X1 Does the left lamp of the OPERATION INDICATOR lamp on the indoor unit blink at the interval of 0.5 seconds? Blinks: The outdoor unit is abnormal. Beep is emitted at the same timing as the blinking of the leftNo lamp of the OPERATION INDICATOR lamp. (OFF) 7< 2 Yes (Blinks) The outdoor unit is abnormal. Check the blinking pattern, and identify the abnormal point by referring to the outdoor unit failure mode table (10-2.3.). Make sure to check at least 2 consecutive blinking cycles. V the failure mode recall function Release the failure mode recall function by the following procedures. Tum OFF the power supply and tum it ON again. Press RESET button of the remote controller. Repair the failure parts. Aeting the memorized abnormal condition �<1. Regardless of normal or abnormal condition, 2 short beeps are emitted as the signal is received. The outdoor unit is normal. Release the failure mode recall function accord - Ing to the left mentioned procedure. t0After repairing the unit, recall the failure mode again according to "Setting up the failure mode recall function" (10.2.1.). ® Press STOPIOPERATE (OFFION) button of the remote controller (the set temperature is displayed) with the remote controller headed towards the indoor unit QQ Press EMERGENCY OPERATION switch so that the memorized abnormal condition is deleted. Q Release the failure mode recall function according to "Releasing the failure node recall function" men- tioned above. NOTE: 1. Make sure to release the failure mode recall function after it is set up, otherwise the unit cannot operate property. 2. If the abnormal condition is not deleted from the memory, the last abnormal condition is kept memorized. .W.Blinking pattem when outdoor unit is abnormal: Blinking at 0.5- Blinking at 0.5- j2.5 -second OFE 3 -second ON second interval _,2.5 -second OF€ 3 -second ON second Interval // 10 ON OFF i Repeated cycle Beeps OBH684C'i 31 H H // M No beep Beeps �; Repeated cycle Repeated cycle 3. Outdoor unit failure mode table The left lamp of the Indoor/outdoor Outdoor unit OPERATION Abnormal point LED indication Condition Remedy unit failure failure mode INDICATOR (Failure mode/protection) (Outdoor P.C. board) male recall recall function lamp function (Indoor unit) OFF None Nominal - - - - - 1 -time flash Indoorloutdoor Any signals from the inverter P.C. -Refer to 10-5.0 How 2.5 seconds communication, receiving - board cannot be received normally for to check miswiring and OFF error 3 minutes. serial signal error. O 0 Indoor/outdoor Although the inverter P.C. board -Refer to 10-5.0 How communication, receiving - sends signal "Cr, signal "1" has been to check miswidng and error received 30 consecutive times. serial signal error. 2 -time flash Outdoor power system Overeurrent protection cut-out -Reconnect 2.5 seconds operates 3 consecutive times within connectors. OFF 1 minute after the compressor gets -Refer to 10-5. 0"How - started. to check inverter/ 0 0 compressor". -Check stop valve. 34me flash Discharge temperature 1 -time flash every Thermistor shorts or opens during -Referto 10-5.0 2.5 seconds thermistor 2.5 seconds compressor running. "Check of outdoor OFF thermistors". Defrost thermistor Defective outdoor Fin temperature thermistor 3 -time flash thermistors can be 2.5 seconds OFF identified by checking the blinking pattern of 0 0 P.C. board temperature 44me flash thermistor 2.5 seconds OFF LED. Ambient temperature 2 -time flash thermistor 2.5 seconds OFF Outdoor heat exchanger temperature thermistor - 4 -time flash Overcurrent 11 -time flash Large current flows into the power -Reconnect 2.5 seconds 2.5 seconds OFF module (IC700) (FH06/09112)/ IGBT compressor connector. OFF module (IC700) (FH15118). -Refer to 10-5.WHow -- to check inverter/ 0 compressor". -Check stop valve. Compressor synchronous 12 -time flash Waveform of compressor current is -Reconnect abnormality (Compressor 2.5 seconds OFF distorted. compressor connector. start-up failure protection) .Refer to 10-52PHow - 0 to check inverter/ compressor". 5 -time flash Discharge temperature Temperature of discharge temperature -Check refrigerant 2.5 seconds thermistor exceeds 241 °F (116°C), circuit and refrigerant OFF compressor stops. amount. - - Compressor can restart if discharge -Refer to 10-5.V'Check 0 temperature thermistor reads of LEV'. 212°F (100°C) or less 3 minutes later. 6 -time flash High pressure Temperature indoor coil thermistor .Check refrigerant 2.5 seconds - exceeds 158°F (70°C) in HEAT circuit and refrigerant _ 0 OFF male. Temperature defrost thermistor amount. exceeds 158°F 0°C in COOL mode. -Check stop valve. 7 -time flash Fin temperature/ P.C. board 7 -time flash Temperature of the fin temperature -Check around outdoor 2.5 seconds temperature 2.5 seconds OFF thermistor on the inverter P.C. board unit. OFF exceeds 167 -187'F (75 - 86°C) -Check outdoor unit air (FH06/09/12)/167 - 176°F (75 - 80°C) passage. (FH16118), or temperature of P.C. -Refer to 10-5.00 "Check - 0 board temperature thermistor on the of outdoor fan motor". inverter P.C. board exceeds 162 - 185-F (72 - 85°C) (FH06109112)/158 - 167"F (70 - 75°C) (FH15/18). 8 -time flash Outdoor fan motor Outdoor fan has stopped 3 times in a -Refer to 10-5.00 "Check 2.5 seconds - row within 30 seconds after outdoor of outdoor fan motor". Refer to 10-5.(VCheck - 0 OFF fan start-up. of inverter P.C. board". 9 -time flash Nonvolatile memory data 5-t me flash Nonvolatile memory data cannot be -Replace the inverter 2.5 seconds 2.5 seconds OFF read property. P.C. board. OFF Power module QUM) 6 -time flash The interface short circuit occurs in the -Refer to 10-5. WHow (171-109/12) 2.5 seconds OFF output of the power module (IC700) to check inverter/ 0 0 IGBT module (IC700) (FH06/09/12)/IGBT module (IC700) compressor". (FH15/18) (FH15/18). The compressor winding shorts circuit. NOTE: Blinking patterns of this mode differ from the ones of TROUBLESHOOTING CHECK TABLE (10-3.). OBH684C 32 The left lamp of the Indoor/outdoor Outdoor unit OPERATION Abnormal point LED indication Condition Remedy unit failure failure mode INDICATOR (Failure mode/protection) (Outdoor P.C. board) mode recall recall function lamp function (Indoor unit) 10 -time flash Discharge temperature Temperature of discharge temperature -Refer to 10-5.0"Check 2.5 seconds thermistor has been 122°F (50°C) or of LEV'. OFF -- less for 20 minutes. -Check refrigerant — O Circuit and refrigerant amount. 11 -time flash DC voltage 8 -time flash DC voltage of inverter cannot be -Refer to 10-5.®" Flow 2.5 seconds 2.5 seconds OFF detected normally. to check inverter/ — O Each phase current of 9 -time flash Each phase current of compressor OFF compressor". compressor 2.5 seconds OFF cannot be detected normally. 14 -time flash Stop valve (Closed valve) 14 -time flash Closed valve is detected by -Check stop valve. or more 2.5 seconds OFF compressor current. 2.5 seconds OFF O 4 -way valve/ 16 -time flash The 4 -way valve does not work -Check the 4 -way Pipe temperature 2.5 seconds OFF properly. valve. The indoor coil thermistor detects an -Replace the inverter abnormal temperature. P.C. board. Outdoor refigerant system 17 -time flash A closed valve and air trapped in the -Check for a gas leak abnormality 2.5 seconds OFF refrigerant circuit are detected based in a connecting piping on the temperature sensed by the etc. indoor and outdoor thermistors and the -Check the stop valve. O O current of the compressor. -Refer to 10-5. 'Check of outdoor refrigerant circuit'. NOTE: Blinking patters of this mode differ from the ones of TROUBLESHOOTING CHECK TABLE (10-3.). OBH684C 33 10-3. TROUBLESHOOTING CHECK TABLE No. Symptom LED indication Abnormal poinU Condition Condition Remedy Outdoor unit 1 -time flash every Outdoor power sys- Overcurrent protection cut-out operates 3 consecutive times •Reconnect connector of compres- does not op- 2.5 seconds tem within 1 minute after the compressor gets started. sor. 1 erate. -Refer to 10-5.® "How to check inverter/compressor". -Check stop valve. Outdoor thermistors Discharge temperature thermistor, fin temperature thermistor, -Refer to 10-5.0 "Check of outdoor defrost thermistor, P.C. board temperature thermistor, outdoor thermistors". 2 heat exchanger temperature thermistor or ambient tempera- ture thermistor shorts or opens during compressor running. Outdoor control sys- Nonvolatile memory data cannot be read property. -Replace inverter P.C. board. 3 tem (The left lamp of the OPERATION INDICATOR lamp on the indoor unit lightsup or flashes 74me. 6 -time flash Serial signal The communication fails between the Indoor and outdoor unit -Check connection between the in - 2.5 seconds OFF for 3 minutes. verter P.C. board and the relay P.C. 4 board. (FH16118) -Refer to 10-5.0 "How to check miswiring and serial signal error. 11 -time flash Stop valve/ Closed valve is detected by compressor current. -Check stop valve. 5 2.5 seconds OFF Closed valve 16 -time flash 4 -way valve/ The 4 -way valve does not work property. -Refer to 10-5.0 "Check of R.V. 6 2.5 seconds OFF Pipe temperature The indoor coil thermistor detects an abnormal temperature. coil". -Replace the inverter P.C. board. 17 -time flash Outdoor refrigerant A closed valve and air trapped in the refrigerant circuit are -Check for a gas leak in a 2.5 seconds OFF system abnormality detected based on the temperature sensed by the indoor and connecting piping etc. 7 outdoor thermistors and the current of the compressor. -Check the stop valve. -Refer to 10-5.0 *Check of outdoor refrigerant circuit. 'Outdoor unit 2 -time flash Overcurrent protea Large current flows into the power module (IC700) -Reconnect connector of compressor. stops and 2.5 seconds OFF tion (FH06/09112)/ IGBT module (iC700) (FI -115118). -Refer to 10-5.® "How to check 8 restarts 3 inverter/compressor". minutes later is repeated -Check stop valve. 3-time flash Discharge tem- Temperature of discharge temperature thermistor exceeds -Check refrigerant circuit and refrig- 2.5 seconds OFF perature overheat 241-F (116-C), compressor stops. Compressor can restart if erant amount. 9 protection discharge temperature thermistor reads 212-F (100-C) or less -Refer to 10-5.® "Check of LEV". 3 minutes later. 4 -time flash Fin temperature Temperature of the fin temperature thermistor on the heat sink -Check around outdoor unit 2.5 seconds OFF /P.C. board tem- exceeds 167 -187-F (75 - 86-C) (FH06109112)/167 -176-F -Check outdoor unit air passage. 10 perature thermistor (75 - 80-C) (FH16118) or temperature of P.C. board tempera- -Refer to 10-5.0 "Check of outdoor overheat protection ture therrnistor on the inverter P.C.board exceeds 162- 185°F fan motor". (72 - 85-C) (FH06/09/12)/158 -167-F (70 - 75-C) (FH16118). 5 -time flash High pressure pro- Indoor coil thermistor exceeds 158-F (70-C) in HEAT mode. -Check refrigerant circuit and refrig- 11 2.5 seconds OFF tection Defrost thermistor exceeds 158-F (70°C) in COOL mode. erant amount. -Check stop valve. 84me flash Compressor syn- The waveform of compressor current is distorted. -Reconnect connector of compressor. 12 2.5 seconds OFF chronous abnormal- -Refer to 10-5.0 "How to check fly inverter/oompressor". 10 -time flash Outdoor fan motor Outdoor fan has stopped 3 times in a row within 30 seconds -Refer to 10-5.00 "Check of outdoor 2.5 seconds OFF after outdoor fan start-up. fan motor. 13 -Refer to 10-5.0 "Check of inverter P.C. board. 12 -time flash Each phase current Each phase current of compressor cannot be detected nor- -Refer to 10-5.® "How to check 14 2.5 seconds OFF of compressor mally, inverter/compressor". 13 -time flash DC voltage DC voltage of inverter cannot be detected normally. It occurs with following case. 2.5 seconds OFF Instantaneous power voltage drop. (Short time power failure) 15(FH15/18) -Refer to 10-5.0 "Check of power supply". (FH16/18) -Refer to 10-5.® "How to check in- verter/oompressor". NOTE: 1. The location of LED is illustrated at the right figure. Refer to 10-6.1. 2. LED is lighted during normal operation. The flashing frequency shows the number of times the LED blinks after every 2.5 -second OFF. (Example) When the flashing frequency is'2'. ON - - - - - - - - - - - - 2.5 -second OFF OFF 0.5 -second ON 2.5 -second OFF OBH684C 34 0.5 -second ON Inverter P.C. board MUZ-FI06/09/12NA(H) Flashing X LED MUZ-FH16118NA(H) Flashing -►)K LED No. Symptom LED indication Abnormal point/ Condition Condition Remedy Outdoor unit 1 -time flash Frequency drop by FHO6109112 When the input current exceeds approximately The unit is normal, but check the operates. 2.5 seconds OFF current protection 10A (FH08/09)/10.5A (FH12), compressor fre- following. 16 quency lowers. -Check if indoor filters are clogged. FH15118 Current from power outlet is nearing breaker ca- 'Check if refrigerant is short. pacify .Check if indoor/outdoor unit air elation is short cycled. 3 -time flash Frequency drop by Temperature of indoor coil thermistor exceeds 131 OF (55°C) 2.5 seconds OFF high pressure pro- in HEAT mode, compressor frequency lowers. tection 17 Frequency drop by Indoor coil thermistor reads 46°F (8"C) or less in COOL mode, defrosting in COOL compressor frequency lowers. mode 4 -time flash Frequency drop by Temperature of discharge temperature thermistor exceeds -Check refrigerant circuit and refig- 2.5 seconds OFF discharge tempera- 232°F (111 °C), compressor frequency lowers. erant amount 18 ture protection -Refer to 10-5.® "Check of LEV". .Refer to 10-5.0 "Check of outdoor thermistors". MUZ-FH08/09112 Outside temperature When the outside temperature thermistor shorts or opens, .Refer to 10-5. © Check of outdoor 19 5 -time flash thermistor protea protective operation without that thermistor is performed. thermistors. 2.5 seconds OFF tion Outdoor unit 7 -time flash Low discharge tem- Temperature of discharge temperature thermistor has been.Refer to 10-5.0 "Check of LEV". 20 operates. 2.5 seconds OFF perature protection 122°F (50°C) or less for 20 minutes. :Check refrigerant circuit and refrig- erant amount 8 -time flash MUZ-FH08/09112 The overcurrent flows into PFC (Power factor correction This is not malfunction. PAM pro - 2.5 seconds OFF PAM protection JC820) or the DC voltage reaches 394 V or more, PAM stops tection will be activated in the fbl- PAM: Pulse Ampli- and restarts. lowing cases: tude Modulation 1 Instantaneous power voltage drop. (Short time power failure) 2 When the power supply voltage 21 is high. MUZ-FH16118 Zero cross signal cannot be detected. -it occurs with following cases. Zero cross detecting 1 Instantaneous power voltage circuit drop. (Short time power failure) 2 Distortion of primary voltage -Refer to 10-5. W "Check of power supply". 9 -time flash Inverter check mode The connector of compressor is disconnected, inverter check .Check if the connector of the com- 2.5 seconds OFF mode starts. is correc y connected. Refer check inverter/compressor". NOTE: 1. The location of LED is illustrated at the right figure. Refer to 10-6.1. 2. LED is lighted during normal operation. The flashing frequency shows the number of times the LED blinks after every 2.5 -second OFF (Example) When the flashing frequency is "2". ., 0.5 -second ON 0.5 -second ON ON— — — — — — — — — — — — 2.5 -second OFF OFF 2.5-seoondOFF --- 17 TT OBH684C 35 Inverter P.C. board MUZ-FH08109112 Flashing--+ X LED MUZ-FH15118 Flashing ._* X LED AAMITSUBISHI k ELECTRIC SPLIT -TYPE AIR CONDITIONERS OUTDOOR UNIT PARTS CATALOG Models MUZ-FH06NA MUZ-FH09NA MUZ-FH09NA MUZ-FH12NA MUZ-FH12NA -' MUZ-FH15NA MUZ-FH18NA MUZ-FH18NA2 MUZ-FH06NA MUZ-FH09NA MUZ-FH12NA MUZ-FH06NAH MUZ-FH09NAH MUZ-FH12NAH Revision B: - MUZ-FH06NA, MUZ-FH09/12NA- n, MUZ- FH18NA2, MUZ-FH06NAH, MUZ- FH09/12NAH- F-1-1 1 and MUZ-FH18NAH2 have been added. Please void 068684 REVISED EDITION -A. No. OBB684 REVISED EDITION -B MUZ-FH06NAH MUZ-FH09NAH MUZ-FH09NAH o MUZ-FH12NAH MUZ-FH12NAH MUZ-FH15NAH MUZ-FH18NAH MUZ-FH18NAH2 NOTE: RoHS compliant products have <G> mark on the spec name plate. CONTENTS 1. RoHS PARTS LIST ..................................... 2 2. OPTIONAL PARTS•................................••••8 SERVICE MANUAL (OBH684) 0 tevision A: MUZ-FH18NA and MUZ-FH18NAH have been added. tevision B: MUZ-FH06NA, MUZ-FH09/12NA- O, MUZ-FH06NAH, MUZ-FH09/12NAH- ED have been added. Revision C• - MUZ-FH06NA, MUZ-FH09/12NA- O, MUZ-FH18NA2, MUZ-FH06NAH, MUZ-FH09/12NAH- O and MUZ-FH18NAH2 have been added. RoHS PARTS LIST MUZ-FH09NA MUZ-FH09NAH MUZ-FH12NA MUZ-FH12NAH 1-1. OUTDOOR UNIT STRUCTURAL PARTS, ELECTRICAL PARTS AND FUNCTIONAL PARTS 32 31 3029 28 27 26 OBB684B 2 PLATE COVER Oil RoHS PARTS LIST 1-1. OUTDOOR UNIT STRUCTURAL PARTS AND FUNCTIONAL PARTS Part number that is circled is not shown in the illustration. No. 0 - Part No. Part Name oc Symbol in Wiring Diagram Q'tylunit MUZ-FH Remarks 09NA 09NAH 12NA 12NAH 1 G E12 L85 232 CABINET 1 1 1 1 2 G Ell2 J63 531 ICE GUARD 1 1 1 1 3 G E12 J63 521 GRILLE 1 1 1 1 4 G E12 927 501 PROPELLER FAN 1 1 1 1 5 G E12 L85 301 OUTDOOR FAN MOTOR MF 1 1 1 1 RCOJ55-❑❑ 6 G E12 A82 290 BASE G E12 G68 290 1 1 1 1 7 G E12 G11 293 -SEPARATOR G E12 G14 293 1 1 1 1 8 G E12 C34 506 COMPRESSOR RUBBER SET 3 3 3 3 3 RUBBERSISET 9 G E12 L85 9O0 COMPRESSOR G E12 L86 900 MC 1 1 SNB092FQAMT 1 1 SNB140FOUMT 10 G E12 E79 641 SERVICE PORT (L) 1 1 1 1 11 G Ell2 927 662 STOP VALVE (LIQUID) 1 1 1 1 0318 (09.52) 12 G Ell2 L85 661 STOP VALVE (GAS) 1 1 1 1 0114 (06.35) 13.G E12 L85 233 BACK PANEL 1 1 1 1 14 G E12 L85 245 SERVICE PANEL 1 1 1 1 15 G E12 A54 640 EXPANSION VALVE 1 1 1 1 16 G E12 F35 936 CAPILLARY TUBE 4 4 4 4 O.D. 0.118 x I.D. 0.079 x 8.9132 (83.0 x 82.0 x 210) 17 G E12 G10 493 EXPANSION VALVE COIL LEV 1 1 1 1 18 G E12 A56 961 4 -WAY VALVE 1 1 1 1 19 G E12 L85 490 R.V. COIL 21S4 1 1 1 1 20 G E12 D65 308 AMBIENT TEMPERATURE THERMISTOR RT65 1 1 1 1 21 G E12 E05 307 OUTDOOR HEAT EXCHANGER TEMPERATURE THERMISTOR RT68 1 1 1 1 22 G E12 L85 306 THERMISTOR SET RT61, RT62 1 1 1 1 DEFROST, DISCHARGEL61 23 G E12 G11 337 REACTOR 1 1 1 1 24 G E12 L85 374 TERMINAL BLOCK TB 1 1 1 1 513 25 G E12 L85 451 G E12 L91 451 INVERTER P.C. BOARD G E12 L86 451 G JE12 L92 451 1 1 1 1 Including heat sink and RT64 261 G JE12 185 641 SERVICE PORT (H) 1 1 1 1 271 G JE12 930 525 CONDENSER WIRE NET 1 1 1 1 281 G JE12 930 523 CONDENSER NET 1 1 1 1 29 G Ell2 L85 630 OUTDOOR HEAT EXCHANGER 1 1 1 1 30 G E12 D84 079 THERMO HOLDER 1 1 1 1 31 G E12 929 515 MOTOR SUPPORT 1 1 1 1 32 G E12 L85 297 TOP PANEL 1 1 1 1 133 34 G E12 J50 526 DEFROST HEATER G E12 D65 381 HEATER PROTECTOR H 26H 1 1 1 1 Including lead assembly 35 G E12 J47 936 CAPILLARY TUBE 1 1-7 1 1 IO.D.O.157xi.D.C.PAx9.7ll6(o4.Oxot4x240) 3 RoHS PARTS LIST MUZ-FH06NA MUZ-FH06NAH A-: MUZ-FH09NAH-i,; MUZ-FHI2NA- ,I MUZ-FHI2NAH- ,. 1-2. OUTDOOR UNIT STRUCTURAL PARTS, ELECTRICAL PARTS AND FUNCTIONAL PARTS 32 31 30 29 28 27 26 PLATE OBB684B 4 COVER M RoHS PARTS LIST 1-2. OUTDOOR UNIT STRUCTURAL PARTS, ELECTRICAL PARTS AND FUNCTIONAL PARTS Part number that is circled is not shown in the illustration. No. Q) '0' Part No. Part Name Symbol in Wiring Diagram Q'ty/unit Remarks MUZ-FH 06 09 12 NA- H NA- H NA NAH © I © I ED 1 G U01 A01 232 CABINET 1 1 1 1 1 1 2 G U01 A01 531 ICE GUARD 1 1 1 1 1 1 3 G U01 A01 521 GRILLE OUT 1 1 1 1 1 1 4 G U01 A01 5011 PROPELLER FAN 1 1 1 1 1 1 5 G U01 A01 301 OUTDOOR FAN MOTOR MF 1 1 1 1' 1 1 RCOJ55-p❑ 6 G U01 A01 290 G U01 A02 290 BASE 1 1 1 1 1 1 7 G U01 A01 293 G U01 A02 293 SEPARATOR 1 1 1 1 1 1 8 G U01 A01 506 COMP. RUBBER SET 3 3 3 3 3 3 3 RUBBERS/SET 9 G U01 A01 900 COMPRESSOR SN6092FOA COMPRESSOR(SNB140FQUMT) MC 1 1 1 1 SNB092FOAMT G U01 A02 900 1 1 SNB140FOUMT 10 G U01 A01 641 SERVICE PORT (L) 1 1 1 1 1 1 11 G U01 A01 6621 STOP VALVE (LIQ) 1 1 1 1 1 1 0318 (09.52 12 G U01 A01 6611 STOP VALVE (GAS) 1 1 1 1 1 1 01/4 (06.35 13 G U01 A01 233 BACK PANEL(OUT) 1 1 1 1 1 1 14 G U01 A01 245 SERVICE PANEL 1 1 1 7 1 1 15 G U01 A01 640 EXPANSION VALVE 1 1 1 1 1 1 16 G U01 A01 936 CAPILLARY TUBE 4 4 4 4 4 40.0.0.119%IA.0.079xM2(e30.s2,0%2f0) 17 G U01 A01 493 EXPANSION VALVE COIL LEV 1 1 1 1 1 1 18 G U01 A01 961 4 -WAY VALVE 1 1 1 1 1 1 19 G U01 A01 490 R.V. COIL 2154 1 1 1 1 1 1 20 G U01 A02 308 THERMISTOR AMBIENT TEMP. TEMPERATURE RT65 1 1 1 1 1 1 21 G U01 A02 307 OUTDOOR HEAT EXC. TEMPTHERMISTOR RT68 1 1 1 1 1 1 22 G U01 A01 306 THERMISTOR SET RT61, RT62 1 1 1 1 1 1 DEFROST, DISCHARGE 23 G U01 A01 337 REACTOR 1-61 1 1 1 1 1 7 24 G U01 A01 374 TERMINAL BLOCK TB 1 1 1 1 1 1 5p 25 G U01 A04 451 INVERTER P.C. BOARD 1 Including heat sink and RT64 G U01 A01 451 1 G U01 A05 451 G U01 A02 451 1 1 G U01 A06 451 G U01 A03 451 1 1 26 G U01 A02 641 SERVICE PORT (H) 1 1 1 1 1 1 27 G U01 A01 525 CONDENSER WIRE NET 1 1 1 1 1 1 28 G U01 A01 523 CONDENSER NET 1 1 1 1 1 1 29 G U01 A01 630 OUTDOOR HEAT EXCHANGER 1 1 1 1 1 1 30 G U01 A01 079 THERMO HOLDER 1 1 1 1 1 1 31 G U01 A01 515 MOTOR SUPPORT 1 1 1 1 1 1 32 G U01 A01 297 TOP PANEL 1 1 1 1 1 1 33 G U01 A01 526 DEFROST HEATER H 1 1 1 Including lead assembly 34 1 G 1U01 A01 381 HEATER PROTECTOR 26H 1 1 1 Q91 G I U01A02936 CAPILLARY TUBE 1 1 1 1 1 1 0.0.0.157xl.0.0.094N9d116o4.0ro2.4%240 W RoHS PARTS LIST MUZ-FH15NA MUZ-FH15NAH MUZ-FH18NA MUZ-FH18NAH MUZ-FH18NA2 MUZ-FHI8NAH2 1-3. OUTDOOR UNIT STRUCTURAL PARTS, ELECTRICAL PARTS AND FUNCTIONAL PARTS 2 0 4 5 6 7 29 28 27 26 s r .. El �j �24 g----23 22 20 19 /21 18 17 16 RoHS PARTS LIST 1-3. OUTDOOR UNIT STRUCTURAL PARTS, ELECTRICAL PARTS AND FUNCTIONAL PARTS Part numbers that are circled are not shown in the illustration. No. c Part No. e: Part Name SymbolQ'ty/unit in Wiring Diagram Remarks M1U1Z-FH 15 15 18 18 18 18 NA NAH NA NAH NA2 NAH 1 G E12 L87 297 TOP PANEL 1 1 1 1 1 1 2 G E12 L87 630 G E12 T44 630 OUTDOOR HEAT EXCHANGER 1 1 1 1 1 1 3 G E12 F76 301 OUTDOOR FAN MOTOR MF 1 1 1 1 1 1 RCOJ77-00 4 G E12 F28 501 PROPELLER FAN 1 1 1 1 1 1 5 G E12 817 009 HANDLE 1 1 1 1 1 1 6 G E12 L87 232 CABINET 1 1 1 1 1 1 7 G E12 L87 521 FAN GUARD 1 1 1 1 1 1 Including ice guard 8 G E12 F28 290 G E12 H25 290 BASE I 1 1 1 1 1- 9 G E12 C34 506 COMPRESSOR RUBBER SET 3 3 3 3 3 3 3 RUBBERSISET 10 G E12 F76 900 COMPRESSOR MC 1 1 1 1 1 1 SNB172FQKMT 11 G E12 L87 662 STOP VALVE (LIQUID) 1 1 1 1 1 1 0114 (o6.35) 12 G E12 L87 661 STOP VALVE (GAS) 1 1 1 1 1 1 o112 (012.7) 13 G Ell2 L87 233 BACK PANEL (OUT) 1 1 1 1 1 1 14 G E12 L87 245 SERVICE PANEL 1 1 1 1 1 1 15 G E12 F28 650 VALVE COVER 1 1 1 1 1 1 16 G E12 851 640 EXPANSION VALVE I 1 1 1 1 1 17 G E12 F28 493 EXPANSION VALVE COIL LEV 1 1 1 1 1 1 18 G E12 F76 490 R.V. COIL 21S4 1 1 1 1 1 1 19 G Ell2 A56 961 4 -WAY VALVE 1 1 1 1 1 1 20 G E12 E79 641 SERVICE PORT (H, L) 2 2 2 2 2 2 21 G E12 J52 309 AMBIENT TEMPERATURE THERMISTOR RT65 1 1 1 1 1 1 22 G E12 F28 308 THERMISTOR SET RT61, RT62, RT68 1 1 1 1 1 I DEFROST, DISCHARGE, OUTDOOR HEAT EXCHANGER TEMPERATURE 23 G Ell 2 L87 374 TERMINAL BLOCK TBI 1 1 1 1 1 1 13 P 24 G E12 F28 374 G E12 T16 374 TERMINAL BLOCK TB2 1 1 1 1 3P 1 1 3P 25 G E12 L87 451 INVERTER P.C. BOARD 1 Including heat sink and RT64 G E12 M08 451 1 G E12 P77 451 G E12 P78 451 1 1 G E12 T44 451 1 G E12 T45 451 I 261 G E12 L87 523 CONDENSER NET 1 1 1 1 1 1 271 G E12 F76 079 THERMO HOLDER 1 1 1 1 1 1 281 G JE12 F28 337 REACTOR L 1 1 1 1 1 1 291 G I Ell 2 J52 515 MOTOR SUPPORT 1 1 1 1 1 1 301 G I E12 J52 526 DEFROST HEATER H 1 1 1 311 G JE12 J52 381 HEATER PROTECTOR 26H 1 I 1 1 32 1 G I E17 250 382 FUSE F65, F66 2 2 2 2 1 2 2 T6.3AL250V 33 1 G E17 001 241 FUSE HOLDER 2 2 2 2 2 2 ® G Ell 2 527 936 CAPILLARY TUBE 1 1 1 1 1 I (e4.0 O.D. 0.157 x I.D. 0.094 x 3-15116 x o2.4 x 100) :: • 1 F OPTIONAL PARTS C 2-1. DEFROST HEATER GI Model Pans No. MUZ-FH06NA Seltdrilling screw 2 MUZ-FH09NA MAC-64OBH-U MUZ-FH12NA Components p IDefrost heater 1110 ICable tie 1 Aluminum tape t 10 Self drilling screw 2 ® Heater support t I © I Insulation 1 Model Parts No. MUZ-FH15NA Seltdrilling screw 2 MUZ-FH18NA MAC-642BH-U MUZ-FH18NA2 Components 10 IDefrost heater 1 1 9) Cable clamp 1 ® Heater support 1 1 OO Seltdrilling screw 2 © ICable tie 1 1 1 ® Wiring diagram 1 Note: Refer to the installation manual for the installation. MITSUBISHI ELECTRIC CORPORATION HEAD OFFICE: TOKYO BLDG., 2-73, h1ARUNOUCHI, CHIYODA-KU. TOKYO 100-8310, JAPAN © Copyright 2014 MITSUBISHI ELECTRIC CORPORATION Distributed in Oct. 2015. No. OBB684 REVISED EDITION -B Distributed in Dec. 2014. No. OBB684 REVISED EDITION -A Distributed in Feb. 2014. No. OBB684 Made in Japan New publication, effective Oct 2015 Specifications are subject to change without notice. GRA YBAR ELECTRIC CO., INC. PRESENTS SPECIFICATIONS FOR: F.V. Casano Electric �ou rso. Golf .Gart Storage Building Sebastian Airport Switchgear SUBMITTALS Internal Quotation Phone: ()- Fax: (}- EIecti-ic Accessories Project Name: GOLF CART STORAGE BLDG. Project Location: VERO BEACH Fuses NOT Included Customer Name: F V CASANO ELECTRICAL CONTR Overloads NOT Included Q2C Number: 38324084 Lamps NOT Included Quote Number: 1 Lug Kits NOT Included Item Number Quantity Catalog Number I Details 001-40 1 NQ ML Panel (INTERIOR) NO Panelboard Consisting of 20BY/120V 3Ph 4W 60Hz SCCR: 22kA Futly Rated Main Lug Only: 400A Incoming Conductors: 1 -110 - 750, (2) 110 - 350 kcmil AL Ground Bar Bus: Copper: Silver[Tin Plated 42 Circuit Interior Type 1,Box: 50H x 20W x 5.75D Incoming: Bottom Trim: Surface with Door Box Cat No: MH50 Front Cat No: NC50VS Ref. Drawing: PBA709A Feeders: 4 - 60A/2P GOB -VH 1 - 15A/2P QOB-VH 16 - 20A11 P QOB-VH 16 - 20A11 P QOB-VH Prepared Space Optional Features: Standard Panel (Box Ahead),Standard Solid Neutral. Standard Ground Bar Estimated Ship Days (ARO): 15 Working Days 008-00 1 MH50 (BOX) NO Standard TYPE 1 Box 50 H Estimated Ship Days (ARO): 4 Working Days 009-00 1 NC50VS (TRIM) NQ Standard TYPE 1 Box 50 H Estimated Ship Days (ARO): 15 Working Days 002-00 1 H325NR SWITCH FUSIBLE HD 240V 400A 3P NEMA 3R 003-00 2 PKOGTA2 EQUIP GRD ASSY 240V + 600V 100-200 004-00 1 HRK4060 KIT CLASS R FUSE REJECTION 005-00 1 HU361 RB SWITCH NOT FUSIBLE HD 600V 30A 3P NEMA311 006-00 1 HU361 SWITCH NOT FUSIBLE HD 600V 30A 3P NEMA1 007-00 2 GTK03 KIT EQUIPMENT GROUND CU/AL Unit Price Extended Price Page 1 of 1 PRINTED 6/10/2016 9:25 AM REV DESCRIPTION BY DATE - ---- -- - -- -- -11 NO ACCESSORIES TYPE AMP//P RATING TYPE ACCESSORIES CKT NO 2 QOB-VH 60/2 60/2 QOB-VH 3 6 5 QOB-VH 60/2 60/2 QOB-VH g 7 9 20 QOB-VH 10 11 006-� 15/2 20/1 Q013—VH 12 13 QOB-VH 20 1n ^ 20 1 QO&-VH 14 15 QOB-VH 20/1— /_—N 20/1 008 -VH ^ 16 18 17 QOB-VH 20 1 20/1 008 -VH 19 008 -VH 20/1 ^ 20/1 008 -VH 20 21 QOB-VH e_—IN�� 20 1 20/1 QOB-VH 22 23 QOB-VH 20 1 �~ r� 20/1 QOB-VH 24 26 25 27 008 -VH PREPARED SPACE 008 -VH _?Q/1 20 l - 20/1 QOB--VH a. -b' ?►- - 20 1 QOB-VH PREPARED SPACE �_ 28 29 PREPARED SPACE QOB-VH 20 1 -�_ ~ o- -0 - a- - 20 QOB-VH PREPARED SPACE 30 31 PREPARED SPACE QO8-VH 20/1- - .o .Z a - 20/1 QOB-VH PREPARED SPACE .4I - 20 008 -VH PREPARED SPACE 32 34 33 35 PREPARED SPACE QOB-VH PREPARED SPACE QOB-VH 20/1.--�+ 20/1---&-1--_— r � -a ~ - b- - 20 1 QOB-VH PREPARED SPACE + 36 37 PREPARED SPACE QOB-VH 20/1---9__%0__ - 20 1 QOS-VH PREPARED SPACE 38 40 39 PREPARED SPACE QOB--VH 'nL1. -.4 *6- 20/11 QOB-VH PREPARED SPACE ^ �' -� - �- - 20/11 QOB-VH PREPARED SPACE 42 411 PREPARED SPACE 00 -VH 20 1 - -a 400A S/ L A 8 C PHYSICAL DATA ELECTRICAL DATA ENCLOSURE Type 1 SYSTEM: 208Y/1 20V 3Ph 4W 60Hz Surface with Door System Ampacity: 400A FRONT CAT#: NC50VS 22kA SYMS. SCCR BOX CAT#: MH50 MAIN: MAIN LUGS : 400A DIMENSIONS: Bottom FEED 50"H x 20"W x 5.75"D INCOMING CONDUCTORS(S) PER NEC WIRE BENDING SPACE: Wire Bending Space: TOP — 12.25 1/0 — 750, (2) 1/0 — 350 kcmil BOTTOM — 17.1 BRANCH MOUNTING TYPE: BOLT—ON SIDE — 5.9 -----------BRANCH SUMMATION------------ 4 — 60A/2P QOB—VH 1 -- 15A/2P QOB—VH PBA: 709A 16 — 20A/1 P QOB—VH 16 — 20A/1P—PS 008—VH BUSSING: Copper Silver/Tin Plated OPTIONAL FEATURES: 42 CIRCUIT RULE APPLIES ALUMINUM SOLID NEUTRAL ALUMINUM GROUND BAR JOB NAME: GOLF CART STORAGE BLDG. EQUIPMENT DESIGNATION: NO Circuit Breaker Type) PANEL 1 OF 1 JOB LOCATION: VERO BEACH FL EQUIPMENT TYPE: ONE LINE DIAGRAM DRAWN BY: Q2C DRAWING TYPE: ENGR: DATE: June 09 2016 tv Sdml&r El"tric '408 -01 PG 1 OF 1 REV - .,�.,....,.,^ r� rAT1 1C. nI I(1TF DWG w ' O it U z s nH 9Vt s Mo C4 P, 1 �� J w S , w z m y n 1 INN I � cr ^O�U or 00 I M I I NNnrn N orad D p v 00 0.yyfy = N 1 1 1 m00. 0.9 LO om NN nN M �w� �4 � � H NdlV1N I w� v dna �3 m<m<U win Y� o� MR N N CCa N aj V�iU MIWo ��rr a 51`0 9,--N �2d zz�� tt7�7 M�n�1m1�� SL 3 �5' o 4 J (nx zz w LwO�'N-' 0 U' I z 2 O o _IL Y U O � J a �O H� N Y � K O K L WO Vi zZUUJI !r�,� ODO CAD F r IM cc 1 IrAq rr0 NW Q � X pp v `r� wO Nu �+� (� � m R o� w ' O it U z s nH 9Vt s Mo C4 P, 1 �� J w S , w z m y n 1 INN I � cr ^O�U or 00 I M I I NNnrn N orad D p v 00 0.yyfy = N 1 1 1 m00. 0.9 LO om NN nN M �w� �4 � � H NdlV1N I w� v dna �3 m<m<U win Y� o� MR N N CCa N aj V�iU MIWo ��rr a 51`0 9,--N �2d zz�� tt7�7 M�n�1m1�� SL 3 �5' o 4 J (nx zz w LwO�'N-' 0 U' I z 2 O o _IL Y U O � J a �O H� N Y � K O K L WO Vi zZUUJI !r�,� ODO CAD F r IM cc 1 IrAq rr0 NW Q � X pp `r� wO Nu �+� (� o� Q N M M v W U ti Z � O d •� O C4 tJ •.� 009 NI � 0 2 / ` CO �o t1is 5 3 8� yW� Z • P �O t l t l to ho tn 0 � • W ii �J z `� 1 uZ3y►u�"ri t ff �ZZZi-Us a — N n NfA (a(��j Y to 11 1 M I I N ry 0o/ M V Z W n O N P O O Is f N l N 1 1 1 � m nn IM.7 19 I 1 1 1 1 1 1 z J fn *x IA +t 1 1� A N 1� r1 P z� Q-�'�4 O-';✓L� O Aga: a: I 1 �a r1 t I 1 Q U O� N 00;7 to O u� O'er.4 CR I z F M 1 1 1 4-1 u O„ 0806 m Zp M IA Jw'' z; hOja n UY O W Q7LOC < Si � c .... 0 < Y a_ r $ i V 01� Z O CH we 5 N y W O O`X—If z m W Z u n u m< o f m om` v W U v Mh d Z � O d •� O C4 tJ •.� 009 NI � A V z v Mh d �n Z � O C4 �e z ..l A V z / ` CO �o oc •• 8� yW� Z • P �O t l t l to ho tn u $Q 1x u 1x Ym co 0 1 uZ3y►u�"ri t ff �ZZZi-Us Nle u td3�z to to to 11 1 M I I N ry 0o/ M V O 1 1 1 1 O P O O Is f N l N 1 1 1 � m nn IM.7 19 I 1 1 1 1 1 1 z *x R +t 1 1� A N ppM N ry I 1 �a r1 t I 1 N CR I I M M 1 1 1 < n n O M I 1 tt1 in in i V N M L3 N m om` �1 1 1 t 1 1 V •.S < m m 0 0 0 W u m 10 < T x 2= S 2 S �n Z � O C4 �e z ..l A V z / ` CO �o oc •• 8� yW� Z • P �O TWO 44ttwF 1x u 1x Ym co 0 1 uZ3y►u�"ri t ff �ZZZi-Us Nle u td3�z wmm� amlWr►vWi"� Z. 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O SOONO0Nx v " ['Z) a•eY s6• SWOMONX a'O'8'Y (83Aoo lON) x08 Ol SNOISN3140. [Z6{) 'AAIYd1�00 0 3avn08 13YIN03 S5'L 'sNouvonddv a3HlO TTI SOS 'S1N3V13atn03a 3MOHONr DIAS13S Iss) Okikinb3130 s0 3SOdand 3H1 a0! 91 of iHD3* wanoukoo xYA 9CF [LL] w S310H m 51108 oNuNnoA 13315 9 30raO n0 .f/1 (Y) 3Sn :S31ON XASGS (rZtI Sino :)oNxx OVY r�t (SriZOT. L9'q [9£) [fzI [4£] [9Z] S l't. Ov-1.1 00 FT L 3d),1"3N [zr] unoxOONX O'BY (531OH Z) VIO [9)/ 14' W (3oveans [92::) f ILf] (LM OONH Y. j0 3NmIN30 Olri hoad) VZ, t t 09'q t Ot ONIMY80 NO NOISN3AM [f9] 60'Z 1n0MOONH 1N30NV1 [£r1] Slnoxxkx Z9'9 v 8 30s 31akvH [e3 o k01nOxO0Nx ON vi0t 9t) 01g.L9,1 L9,1 cWt. [£Z] VIO Z9 [go 1 a ) 06'. yy t 5'9 :N; a bbb : p9 3181SN .EON 3181SI13 SV(V21WO 3NIN* sism - 031511 1n �• !MON [oz] [orI [er] [sZ] ot•t c9't cs•t sl't. O SOONO0Nx v " ['Z) a•eY s6• SWOMONX a'O'8'Y (83Aoo lON) x08 Ol SNOISN3140. [Z6{) 'AAIYd1�00 0 3avn08 13YIN03 S5'L 'sNouvonddv a3HlO TTI SOS 'S1N3V13atn03a 3MOHONr DIAS13S Iss) Okikinb3130 s0 3SOdand 3H1 a0! 91 of iHD3* wanoukoo xYA 9CF [LL] w S310H m 51108 oNuNnoA 13315 9 30raO n0 .f/1 (Y) 3Sn :S31ON XASGS (rZtI Sino :)oNxx OVY r�t (SriZOT. L9'q [9£) [fzI [4£] [9Z] S l't. Ov-1.1 00 FT L 3d),1"3N [zr] unoxOONX O'BY (531OH Z) VIO [9)/ 14' W (3oveans [92::) f ILf] (LM OONH Y. j0 3NmIN30 Olri hoad) VZ, t t 09'q t Ot ONIMY80 NO NOISN3AM [f9] 60'Z 1n0MOONH 1N30NV1 [£r1] Slnoxxkx Z9'9 v 8 30s 31akvH [e3 o k01nOxO0Nx ON vi0t 9t) 01g.L9,1 L9,1 cWt. [£Z] VIO Z9 [go 1 a ) 06'. yy t 5'9 Fusetron" FRN -R Class RK5 250Vac, 125/250Vdc FRN -R-80 70-600A, dual FRN -R-200 FRN -R-500 element, time -delay FRN -R-225 FRN -R-600 fuses Catalog symbols: FRN -R - Description: /�• Eaton Sussmann- series advanced protection, l 1 energy efficient FRN -R Class RK5 dual element, current -limiting, time -delay fuses. Time -delay —10 seconds (minimum) at 500% of rated current. Specifications: Ratings Volts 250Vac 125Vdc 010-200A) 250Vdc (225-600A) • Amps 70-600A Interrupting rating 200kA Vac RMS Sym. 20kA We Agency information • UL Listed, Std. 248-12, Class RK5, Guide JDD2, File E4273 CSA Certified. C22.2 No. 248.12, Class 1422.02, File 53787 • CE FMXON Powering Business Worldwide Catalog numbers fampsi FRWR-70 FRN -11-125 FRN -R-350 FRN -R-75 FRIJ-R-15a-->FRN-RA00 FRN -R-80 FRN -R-175 FRN -8-450 FRN -R-85 FRN -R-200 FRN -R-500 FRN -R-90 FRN -R-225 FRN -R-600 FRN -R-1 FRN -R-100 _ FRN -R-260 FRN -R-110 FRN-Rd00 _ Carton Quantity Amp r9ting - - Carton qty - 70-100 5 _ 110-600 1 Features: Provides motor overload, ground fault and short-circuit protection Helps protect motors against burnout from overloads and single -phasing when sized properly Simplifies and improves blackout prevention (selective coordination) Dual-elemern fuses can be applied in circuits subject to temporary motor overloads and surge currents to provide both high performance short-circuit and overload protection The overload element provides protection against low level overcurrent of overloads and will hold on inrush current which is five times greater than the amp rating of the fuse for a minimum of ten seconds Technical Data 1020 Effective February 2016 Dimensions - in: 70 to [DOA 7.13' 1.66' 110 to 200A 8,63" t 0.09 2.38" ! 0.02 LU 10.38' : 0.09 J� 2.118*:t 0.02 450 to 600A Recommended fuse blocks: 3.6li:. _ =- 70-100 RM25100-1 CR RM25100-2CR RM25100-3CR 110-200 RM25200-1 CR RM25200-2CR RM25200-3CR 225-400 RM25400-1 CR RM25400-2CR RM25400-3CR 450-600 RM25600-1 CR RM25600-2CR RM25600-3CR For additional information on the RM 250 volt fuse blocks, see product brochure no. 3192. use reducers for Class R fuses bu#p stze of fuse block ar _ �Ftae srze .. _._ _43tsconre�c# suvtitth .. _= _ C4tatog ho.. (parrs). 65 to 100A No.2641-R" 110 to 200A 400A No 242-R* tis to 100A 14o.2661 -R 110 to 200A 600A 4u.26624R" 225 to 400A No.2664-Rt • These reducers are not CSA Certified. t Single reducer only Ipail not required) For additional information on Class R fuse reducers, see data sheet no 1118. 2 Eatan.cornA)ussnlannsef cos FRWR Class RK5 250Vac, 125/250Vdc 70-600A, dual element., time -delay fuses MR1MM■EMMUWMLt MEIV■NINEWN1MM MEMINIMERIAM\ Technical Data 1020 Effective February 2016 -- Current -limitation curves: 400001 300001 zaaooi 10DW $ a of 70W .3 60001 t 6000 W 4004 ir U 30001 x c� 20110 t000 soa o goo a 700 600 Soo 400 300 200 10c_ MIS SYMMETRICAL CURRENT 04 AMPS APB - ASYMMETRICAL AVAILABLE PEAL( (2.3 X SYIA RFAS MAPS) The an � controlled copy of this data sheet is the electronic read-only version located on the Eaton network drive. All other copies of this document are -, eiinition uncontrolled. This bulletin is intended to clearly present complettensive product data and provide technical information that will help the end user with design applications. Eaton reserves the right, without notice:, to change design or construction of any products and to discontinue or limit disttibution of any products. Eaton also reserves the right to change ur update, without notice, any technical lnlofniation contained in this bulletin. Once a product has been selected, it should be tested by the user In all possible applications. Eaton FRWR Class RK5 250Vac, 125/250Vdc 1000 Eaton BOutmard 70-600A, dual element, time -delay fuses Current -limiting effects: Eaton.co,n call. 1-855=2874626= j.. visit -- Bvssmann D %nsicn 114 Old Stele Rust - -Let-through current -- -- Prosp, S.C.C. jappsrent'RMS Sym..vs. fuse'ratingi Eaton.eom/oussrnannseries - 100A 200A 400A 600A z 5000 3000 5000 5000 5000_ ,10,000 10,000 -- --- - - 4000 ----- 7000 10.000 a 15,000 5000 8000 11,000 15,000 gOOA 20.000 --- - 5000 8000- - 12,000 16,000 400A 25,000 6000 9000 13,000 17,000 200A 30,000 6000 10,000 14,000 18,000 35,000 6000 10,000 15.000 19.000 IOQA 40.000 7000 _ 11,000 - 15,000 _ - 20,000 50,000 7000 11,000 17,000 21,000 60,000 8000 12,000 18,000 22,000 70,000_8000 13,000 19,000 23,000 80,000 .. M 8000 13,000 19,000 24,000 90.000 9030 14,000 20,000 25,000 100,000 9000 14,000 21,000 26,000 150,000 10,000 _ _ 16,000 _ 24.000 29,000 200,000 11,000 18,000 26.000 32.000 The an � controlled copy of this data sheet is the electronic read-only version located on the Eaton network drive. All other copies of this document are -, eiinition uncontrolled. This bulletin is intended to clearly present complettensive product data and provide technical information that will help the end user with design applications. Eaton reserves the right, without notice:, to change design or construction of any products and to discontinue or limit disttibution of any products. Eaton also reserves the right to change ur update, without notice, any technical lnlofniation contained in this bulletin. Once a product has been selected, it should be tested by the user In all possible applications. Eaton F�r:E1tOt1�$'BUssmann series 1000 Eaton BOutmard Cleveland. ON 44122 `product tnforma ion, Eaton.co,n call. 1-855=2874626= j.. visit -- Bvssmann D %nsicn 114 Old Stele Rust .. . Eaton COM11iussmannsenes Ellisville, MO 63021 United States Eaton.eom/oussrnannseries 2016 Eaton Eaton. B+rssmann and Fuselron are val;rable Follow its on social media to get the latest product and suppnrf information. All R;ghts Reserved ,To Primed in USA No. 1020 EU-S0137S11 tradema!l's of Eaton on the U.S. and other countries. isi ate not permstted to use the Eaton uaden+aM1s without prior %tiliten s i ® e & Pubhcanon - Axtwih.a &* ws ll+b+/dltdde February 2016 Consont o1 Eaton. Lever Bypass Single Position 320 Amps 17 Terminals I Ringless 1 600 VAC U2120 -0 -HSP O . 1 (D Q O o O 2120 oO O Oo 3566 4 2 3 2 320 Amps 1 7 Terminals I Ringless I Lever Bypass I Single Position I 304W i z;;� 320 AMP LEVER BYPASS SOCKETS U2120.0 -HSP Steel 7 UGBlank 'h' x 16 Studs Lever 6'h 17% 31'% 4 U3566 -X -HSP Steel 1 7 OH/UG C.P. %:° x 13 Studs Lever 6 20'/+ 305 4 3 '/+,f5 UAP3566-X-HSP jAluminuml 7 1 OH/UG I C.P. I h' x 13 Studs I Lever 1 620'/. 1 3Br/. 1 4 3 Y+ '/+ IUn4c< • Hubs: For proper hub selection, see the hub suffix chart on the accessories page. • Lever Bypass: The lever supplies clamping action and operates bypass device. • Connectors: Extruded aluminum connectors are tin plated. Order two connector (fits to cover both line and load. See accessories page. • U3566: The U3566 will not accept an isolated neutral kit (neutral: hex nut #701309 -SC inside meter can). Utility requirements for this equipment may vary. Always consult the serving utility for their requirements before ordering or installing equipment. L('PUV @ @ROVED B ) Mt ET90000 Series Project: Golf Cart Storage Building Location: Vero Beach Product Type: 365 -Day Astronomic Time Switches The ET90000 Series 365 -Day Astronomic Electronic Time Switches allow for independent programming for each day of the year to provide flexibility for applications where load switching differs frequently. These time switches provide dependable and uncomplicated performance, plus to -the -minute programming for accurate load control and reduced energy costs. Up to 4,000 setpoints or events can be preset to automatically repeat on an annual basis. Holiday or exception programming is available to allow temporary overrides of repeating schedules. The program can be disabled at any time per circuit by placing the circuit in the Disabled Operating Mode. Control buttons provide manual control of each circuit independently, regardless of the operating mode. Input voltage is automatically detected and adjusted between 120 and 277 VAC, 50 or 60 Hz. No settings or modifications are required for different voltages during installation. Circuit quantities can be increased after Installation on 4 -circuit and larger models by installing additional 4 -circuit modules. All models come with a 100 -hour supercapacitor to provide time keeping and automatic carryover without the need for a battery. The supercapacitor is automatically recharged within 30 minutes of power being restored. Each time switch is housed it a lockable enclosure to protect against vandalism and unauthorized tampering. External devices, such as wall switches and occupancy sensors, can be used as input signals to the time switch, allowing a manual ON, timed OFF capability. Programming Is simplified by a USB port for easy copying and backups. Remote control and monitoring are available over Ethernet for ease of maintenance. Contact/Phone: Model #: ET90815CR Features • Program can be repeated on an annual basis • Automatic input voltage selection from 120-277 VAC, 50/60 Hz • To -the -minute programming for accurate load control and reduced energy costs • Astronomic feature provides sunset ON and sunrise OFF settings to eliminate the need for separate photo control devices • Astronomic programming can be combined with independent programs to provide a sunset ON and timed OFF program • Up to 4,000 setpoints or events can be distributed throughout the year • Easy programming, replication, and backup of schedules via USB port • Remote control and monitoring via Ethernet connection • Automatic Daylight Saving Time (DST) adjustment (factory enabled) • Non-volatile memory protects programming indefinitely • Temporary override or permanent manual override available via control buttons • Future upgrading available through in -field firmware updates and relay module expansions UNTERMATIC' 3T TLEg SA 11244 � as Energy Controls Ratings Enclosure Options: Standard -Type 1 Gray Painted Steel R -Option - Type 3R Gray Painted Steel Accessory Options: E -Option - Ethernet module for 1 and 2 circuit models ET9232 - Ethernet module for upgrade or replacement ET9250 -- 4 circuit module for upgrade or replacement, for 4, 8, 12, and 16 circuit models ET9100 - Electronic door assembly for replacement, for 4, 8, 12, and 16 circuit models 1 & 2 Circuit Enclosure Knockouts: Combination s/2" & 3/a" knockouts Bottom: 2, Left: 1, Right: 1, Back: 1 4, 8, 12, &16 Circuit Enclosure Knockouts: Combination 1/2" & -Y" knockouts Bottom: 6, Left: 1, Right: 1, Back: 0 Combination 3/4" & 1 " knockouts Bottom: 4, Left: 1, Right: 1, Back: 0 Frequency: 50/60 Hz Operating Temperature: -40°F to 120'F (-40"C to 50°C) Switch Rating: General Purpose and Resistive: 30 Amps (NO Only) @ 12-240 VAC General Purpose and Resistive: 20 Amps (NO), 10 Amps (NC) @ 12-240 VAC General Purpose and Resistive: 20 Amps (NO), 10 Amps (NC) @ 28 VDC Ballast: 20 Amps (NO), 3 Amps (NC) @ 120-277 VAC Tungsten: 5 Amps (NO Only) @ 12-240 VAC Motor: 1 HP (NO); 1/4 HP (NC) @ 120 VAC Motor: 2 HP (NO) ;'h HP (NC) @ 240 VAC Pilot Duty: 470 VA (NO), 275 VA (NC) @ 12-240 VAC Maximum Panel Output: 1 and 2 circuit models - 60 Amps 4,8,12, and 16 circuit models - 350 Amps Pulse Feature: All models feature an adjustable pulse option for contactor and bell ringing applications. Pulse durations are configurable in one -second increments from 1 second to 24 hours. Supercapacitor Backup: Date and accurate time are maintained for up to 100 hours without power. Supercapacitor recharges automatically; no service or replacement required. Wiring Terminals: #20 to #6 AWG wire Minimum ON/OFF Time: 1 second Maximum ON/OFF Time: Indefinite Warranty: Limited 3 year ET9011SC 1 SPDT 120-277 30 Amps Type 1 Steel Not Included 3.6 Ibs (1.6kg) t3tf115CE -''--SPDT - - 120277 - SO Amps Type -1 Steel - - Included- 3.6 Ei�s (1:6kg) :: ETS0115CR 1 V -- SPDT 120-277 30 Amps Type 3R Steel Not Included 4.2 lbs (1.9kg) ET80113CRE :. - SPDT.. 120-277- 30 Arnps .:. Type 3R_Steel, Included 3.7 lbs (1.7k9) . _. ET90215C 2 SPDT 120-277 30 Amps Type 1 Steel Not Included 3.7 lbs (1.7kg ET8Q2 5GE_.` = 2 - SPDT. _: -120-277 - 30 Amps.- _Jype1-Steel ., = Included 3.7_!bs_(1:7k9) __ .. ETS021SCR 2 _ _- SPDT 120-277 30 Amps Type 3R Steel Not Included 3.7 lbs (1.7kg) ET902i5CRE 2 _ &PDT _ 120-27.7 _ 30 Amps : Tyne 3R Steel Included - - 3.7[bs (1.7kg) • . _: _ .. .. ET90415CR 4 -- . SPOT 120-277 30 Amps Type 3R Steel Included 20.2 Ibs (9.2kg) - -ET908i5CR 8 :_ -- - -SPOT . .120-277 30 Amps Type 3R Ste Included - - 20 6 lbs -19-34) - . ETS121SCR 12 SPDT 120-277 30 Amps Type 3R Steel Included 21.0 lbs (9.5kg) ET_9ifi5CR -. 16 -- - SPDT - 120-277. : 30 Amps Type 3R_Steal . _Included --,21 4 Ibs (9.7kg) Energy Controls www.intermatic.com Specification ' The time switch shall be of the 365 -Day Astronomic electronic type capable of programming up to 4,000 scheduled OWOFF operations. The time switch shall be able to turn ON at sunrise or sunset and OFF at sunrise or sunset without a photo control device. The time switch shall provide a minimum ON or OFF time of 1 second. The time switch shall be able to automatically adjust for and operate on 120-277 VAC at 50 or 60 Hz. The time switch shall be able to maintain time and date information without AC or battery power for at least 100 hours. The time switch shall be able to copy programming to other time switches or for backup purposes via USB. The time switch mechanism shall be a snap -in design to provide ease of mechanism removal for mounting the enclosure. The time switch enclosure shall be a lock- able (Type 1 Steel)(fype 3R Steel), enclosure that shall be painted with an electrostatic process to eliminate the potential for corrosion. The time switch shall provide clear circuit identification. A visual indicator shall be provided in the time switch for inspecting clock circuit operation. Terminal connections shall be capable of housing wire sizes up to #6 AWG. Switch configuration shall be SPDT with a UL or CSA listed switch rating of: • General Purpose and Resistive: 30 Amps (NO Only) @ 12-240 VAC • General Purpose and Resistive: 20 Amps (NO), 10 Amps (NC) @ 12-240 VAC • General Purpose and Resistive: 20 Amps (NO), 10 Amps (NC) @ 28 VDC • Ballast: 20 Amps (NO), 3 Amps (NC) @ 120-277 VAC • Tungsten: 5 Amps (NO Only) @ 12-240 VAC • Motor: 1 HP (NO),1/4 HP (NC) @ 120 VAC • Motor: 2 HP (NO),1/s HP (NC) @ 240 VAC • Pilot Duty: 470 VAC (NO), 275 VAC (NC) @ 12-240 VAC The time switch shall be UL or CSA listed under UL category 916 Energy Management Equipment and shall be Intermatic model (See Model Numbers Listed). Diagrams SY ' ! &r o a as [ED IiG9cml y `-198an1 • ° '119crti 1u3cm: 0 5. 1128 tm� I. •-f ,3� cm1 —315 cm1 Ist au! WIMUIT IP.'QLKOIET 5f Calittltf IRMIKO(!iSAES ' I WLS "C" Models Enclosure Dimensions "CR" Models Enclosure Dimensions 5.01, 1127 cm I I i I O I G ;16- 18.5" 17.0" 470 cm X454 an, i 0 • 0� 0 1_t I 2.5. 12.7' 5.4" r ..i —.. i 138 cmi 'r ,64 cm:- h 1322 cm 1 C06W KMOCKOUr SIZES _._.. SIZEs QTYO0 00 66AL 1" a=A° s 00 00 00 4, 8,12 and 16 Circuit Enclosure Dimensions UNTERMATIC' Energy Controls Energy Controls Input power terminals take any HOT !LINE voltage from 120 to 277 VAC, Ll SafflO Hz. The transition POWER Is automatic. Is NEUTRAL 1-2/ N the maximum output ratings for LIGHTING Typical ligating installation. cont Multiple loads may be wired NC NEUTRAL concurrently, within the 05 maximum output ratings for LOAD POWER No the circuit. HOT / LINE rr� cam BELL Typical Delt buzzer, or ringing NEUTRAL NC installation. Multiple toads may BI -level ligating installation. he wired concurrently, within LOAD POWER HOT 110 the maximum output ratings for different circuits to allow them to be controlled Independently. Allows the circuit. cont OUTDOOR LIGHTING PHOTO CONTROL Photo central In parallel with the9,1, load. Either the time swatch OR HC the photo control must be on to NEUTRAL power the load. IdeA for Improved LOAD POWER {HOT / LINE i He _t safety. Loads will activate during the scheduled tines or If the area cam Is dark, from conditions such as a storm. NEUTRAL LOAD POWER cats 01,u,OUTDOOR LIGHTING /--N n Typical electronically held contactor. The contactor Is driven by a single circuit, using both the normally open and normally closed terminals. One input of the contactor will always be powered. More loads may be wired concurrently, within the maximum output ratings of the contactor. Cam HOT/ LINE NoLOAD POWER Energy savings by'dlmming' NEUTRAL output. Allows for ONIaIN Instead of INDOOR LIGHTING or security ity sap tt for I E�j some light is always required. The SWffCH INDOOR UGHTING manual disconnect switch is recommended. LIN— HOT / E r LOAD POWER NO NEUTRAL RC INDOOR LIGHTING BI -level ligating installation. Multiple loads may be split auoss cora INDOOR LIGHTING HOT / LINE different circuits to allow them to be controlled Independently. Allows tar ONNIM/OFF Instead of ON/OFF. Na LOAD POWER NEUTRAL Ideal for peak, off-peak, and closed G INCNDOOR LIGHTING business hours. INDOOR LIGHTING www.intermatic.com SEFL, Inc. "consistently lighting the way to green solutions" Date: Jun 22, 2016 SEFL, Inc. 3824 SW 30th Ave Fort Lauderdale FI 33312 Phone: (954) 615-0460 Fax: (954) 615-0474 (2eapu,£ Job Name Golf-Carf'§torage Bldg Sebastian Airport SEFL INC.16-14707 Bid Date May 17, 2016 Submittal Date Jun 22, 2016 Engineer: Formica & Associates 3500 NW Boca Raton Blvd Boca Raton FL 33431 SEFL, Inc. "consistently lighting the way to green solutions" Jun 22, 2016 Ccrr¢5F- RE: Golf-GaitStorageBldg Sebastian Airport Qty Type 20 A 8 B 2 C 15 D 3 X 10 EM FF00010 MFG Part Columbia CS8-232-EU-1PK/CSWG4 Columbia 4PS24-232G-FSAl2-EU Columbia FDPH4-232-CP-EU Enclosed <(>&<)> Gasketed Fiberglass Industrial; 4 feet long; 2 lamps; 4 FT, T5HO: 54 Watt; Ribbed Acrylic, Impact Resistant; Electronic, Programmed Start ballast; 120-277 volt. Hubbell Lighting LNC-9LU-5K-3-FINISH Compact Laredo (cutoff); 20.6 WTT; 9 LED; 120-277V; 5000K; Type III, wide lateral distribution; da bronze finish. EVENLITE INC. TLX-EM-RU-W EVENLITE INC. TCSW-MR16 Paqe 1/1 SEF PK/CSWG4 Bldg Bebastian Airport a & Assocaates (Boca Notes: 0 Columbia CS BI -PIN 2L LIGHTING 2;3;4;6;8'S1raight-Sided Utility Channel/1 or2-LampT8orT5 PROJECT INFORMATION FEATURES Available 2', 3', 4' m 8' Heavy die famed steel channel RotaryI ockla m pholders for positive lamp contact Channel ends double asjoiners Individual orrow mounting.Surface or suspended Ballast covers on "rid e' units are secured with %-turn fasteners PmlectName _.. CONSTRUCTION Steel housing die famed with heat sink embossments for =let running ballasts. Socket saddles are factory installed. FINISH White painted parts are treated with a five stage phosphate bonding process and finished with a high reflectance baked enamel. BALLASTS Energy efficient thermally protected, automatic resetting, Class P, high power factor, sound rated A, unlessotherwise specified. CEE NEMA Premium compliant. Type Date ELECTRICAL Standard dass'P," the rally protected, done - resettling HPFballast sound rated A. CEE NEMA Premium compliant All ballast leads extend a minimum of 6" through access location. NEC/CEC- compliant ballast disconnect is standard. CERTIFICATION All luminaires are built to UL 1598 standards and bear appropriate UL and CULorCSA labels. Damp location labeling is standard. Fsnergenry-equipped fixtures labeled UL 924. ORDERING INFORMATION EXAMPLE CS4-232-EU-GLR CS - - - Eli=- 006� ht im IS Sbalghi-Sded 21 1414 ZT5.14Wall EE Ek U11 GLA Fast Blow Fusel UdagChannel 3 3' 1 line 17 2',T8:9Watt Slat 347 34N GMF SowNmvfuse 4 4 2 Iwo 21 3,T5:21 Wan 4E 4-Lampliedrmk EL EmerenryBatreryPark (Not n2) 6 6'Ilandem T81nstantSpn 24 2',TSNWan EP ElNrram TS, BC BandlGwft Plug.Wimg System. length) 25 3', IS: Pngnmmed St.l SeeoptiansMionfadehads, 9 TNUAM 28 4', 1$:281ld11 fi1di9T5H0, PAF PantAh.Fabdrnlnn le"111N 32 4',18:32,30,28 "owl TB) NTC NYCCumpinnt or25Walt FaafpedRbamstwndaE HYCU NYCComplian4 Union Label 39 3',lSN0:39Wair showasoption 54 4', 15:54 Wall O& Hang. ft, Gose Mounting on rear Ceiliig CSZT lip Tee Hanger -IW Spam on F-Barreiling CSTH Side Tong Hargerwith W Hole CSW64 At Nae Guard, 2 Required for 8' Future CSWG3 TWkeGua1Q211equiredfarG future CSN14 fAsnnmenicuffetla CSW 0ymmemcReflector faro nplelelbtdatumsandxmwie, seemlbnt40mewdridssaW. Page Varna.. 07/30/13 Still PLIGHTS / CS BFPIN 2L 02013 Columbia Ughdng,a division of Hubbell Lighting. Inc Specifications sub w to change without notice s HUBBELL 701MNmNum BW.Grt lle.SC 9 7/Td8 A7&t0o0/We ewwwmiumblalighdng.com U,hnl.e SEF 1 PK/CS WG4 CGolf Ga# Storage Bldg Sebastian Airport • I Engineer. Formica 8 Associates (Boca 0 Columbia CS BI -PIN 2L LIGHTING 2, T, 4, 6', 8' Straight -Sided Utility Channel/ 1 or 2-LarnpT8 orT5 PHOTOMETRIC DATA Test Bill10Test Date 1/6/06 LUMINAIRE DATA ZONAL LUMEN SUMMARY ENERGYDATA luminaire 054 -2324508 -PAF Zane Wmens %Wm %R#. TOKILumin I.Rfidency 95.9% 654iplight 0.30 853 14.1 W WminalreElBcacy Rating(LER) 19 4'Striplightwith whitepalnted 0-40 1456 25.1 282 IFSNA Bpi -1993 COmp6ance NonmmplKrd reflector 02311120PH 0� M 49b 517 CompamOwe Yearlylghiirg Fnegy Coz[per 1060 Wnenz 53.04b sed On .Ballast _ Ballast FdClpr 0,88_ — 00.90 M93 225 Kia $008 per RWM I.amp_ F32L8 WmMsper ldmp 1900 _ trIBO 5581 919 1080 Wars _ _ 62 Mountig Surface _ INDOOR CANDELA PLOT AVG. LUMINANCE(Candela/Sq. MJ Angle 9w=0 OA 225 45D 6]5 90.0 _Shloking Cmerbn 01=1.25 _d•=o 901=1.61 _-- ru. 0 8104 8104 SIN 8104 81W _Spacing Luminous Opening�gN:3.92 30 2017 2822 8125 8485 0591 in Feet Widtlr:0.35 ° 40 ]562 2201 0450 9084 9393 Helght0.08 jc 45 2361 2692 8689 9430 9392 COEFFICIENTS OF UTILIZATION (9/6) So 21W 2691 8938 9295 16166 [ 55 6938 2231 9214 101W 10549 AC BW M 80 50 30 10 1 ]0 70 50 30 10 b 50 301101 D 0 3 6o 6593 Mn 9402 i0534 10993 1 92 92 W W 93 ® ED A W 16 n 59 65 6189 8042 9243 11103 11660 2 02 R 10 64 M 24 68 62 68 62 58 46 m B M 5642 8113 10219 11816 12(11 3 29 W 59 52 N 64 55 50 W 52 47 32 < 25 4232 BOB 10939 12193 12645 4 21 59 50 43 60 56 48 41 51 44 39 31 MI 3]25 6568 11168 12212 12651 5 65 52 43 36 62 So 41 35 46 38 33 As 0S 1252 M14 10549 11A5 12309 6 046 31 31 52 45 35 30 41 34 28 22 a 'r 1 SS 42 33 v 53 40 32 26 31 30 25 20 x.se�n 0 51 38 29 24 49 36 28 23 34 22 22 D °O — •f0 — wO 9 48 35 4 21 45 33 26 M 31 24 19 1S 10 45 32 24 19 43 31 23 IB 28 22 12 14 RCR=11mec"Itit9 RC=BIetlne(cling(arny9dkrow W=WAIBelkeHme 4K'r- 3• �4----24• yy I Ao oA Aa.BiOpiA -a14WI. -3.14- k—/8K•—� 'W DIA -13' 19K'—•j•—ry �KNOCI AO i e °O B O 1Wl 4%'14- rl3•I.- 2M16' �_ A -K' Diameter Knockout B-%'. W hole Now 1: All Non -Shielded (stdp) fixtures -Deduct 1W Rom MOUNTING DATA 0 0 o Aq O o O s CS H Ch Mo 6ZT 51ng Harnp ge Flush Mount 1WSpace Tong Hanger CSR4 nenecmr CSRA4 ReOector NOTE: All dimensions are in inches;dimension and specifications are subject t9 changewithoutnotice. Please consultfactory or check sampleforwrifiation. Page 2/2 Rev. 0723W13 MIPLIGMS/CS BFPIN 2L 02013ColumbWUghbn5adA ionofllubbetl LighOnglnc Spell&alionswbjectiachangewilhautnolice.HUBBELL n)1Mllle lum Bhd.GreenNlle.SC29601/Te18W .1000/Webste.lumblellgh6ngmm �y LlahNna C' C SEFL, In Bldg Sebastian Airport a &Associates (Boca Columbia LIGHTING Vaim Also available win h 4 or b amps. FEATURES 4Vfdeepfluoresceattroffer eliminates lens shadowing lamp -to -lens spacing b over Y Contoured housing malmors photometric performance with uniform lens brightness Mitered comers on door present a dean uninterrupted appearance Rolled edge housing on all four sides makes the fixture safer and easier to handle Heavy duty door frame enhances appearance from eye level Snug door fit eliminates light leaks Recessed, surface or cable mount UL listed 1598 Available with exclusive wiH HHl technology preinstalled — Peer to peer, self -healing wireless mesh network — Integrated control system for o-10VDC or step dim ming, or Wolf 2'x 4' PROJECT INFORMATION 2 -EU 0 4PS24-2, 4PS24-3 Grade Static Troffer / 2 or 3 -Lamp T5, T5 HO, T8 CONSTRUCTION Homing is constructed of heavy gauge steel, die formed for extra rigidity. Standard Rusticator is formed steel with mitered corners Doorsare retained by cam action latches, are easily removed without tools, and hinge from eitherside. Regressed arflush aluminum doors with mitered cornersare alsoavailable. End caps are hinged and screwed to the housing for extra rigidity. Four integral T -bar dips arelocated in theend caps. Wirewayaccessible from below for upgrades or maintenance. BALLAST&ELECTRICAL All luminaires are completely wired with dos •P; thermally protected, resetting, HPF ballast, sound rated A. lampholders are medium bipm with posi- tive retention. Fumished with an access plate. CEE NEMA Premium compliant. FINISH All metal parts processed with a multi -stage phos- phate bonding treatment and finished with a high reflectance baked white enamel. For a post painted housing finish suffix catalog number with PAF. Date SHIELDING Standard lens is a 100% prismatic virgin pattern 12. Other shielding may be specified. if desired shielding media H not shown in ordedng guide, contact your local Hubbell Lighting representative. CEILING COMPATIBILITY Designed for recessed installation in standard inverted lee grid ceilings (V7, recessed installation in hard ceilings (G with FKaccesory, Surface mount at ceiling plane (SM) or cable mount suspension below ceiling plane (CM). For compatibility with specific ceilings contact your Hubbell lighting representative. CERTIFICATION MI luminaires are built to UL 1598 standards and bear appropriate ULand <UL or CSA labels. Damp location labeling isstandard.Emergency-equipped fixtures labeled U1924. ORDERING INFORMATION EXAMPLE 0524-33264SA72-0-51.1. 4PS 24 - - n 112J�M�a7 0 Inverted i -hal lndl 3 Thm F Qw,Iap Rmgel4V owxallfirmrehetgh0 M Rt.Rargel4V omal liameheigh0 SM Surface Memil CM (ableMourn' Irl• 24 Yx4' 28 4',15:18Wall IS 1141,51"1 32 4118:32.30,78 FA Flush Aluminum a25Watl RA Regressed 51 4',6110:54or Alumina. 51 Wan SFA SIwrFbsh Aluminum SKA SlmRegreswd Aluminum Al2Al2 AcylkIrfivi Panes 12 A15 Acryd Primati, Pattern 15 A19 AcyskRismatic Palm 19 PCE wxMx15• Specubr5dvn Pdlysomptelatim Kit 115'x I%'x 1' SpembrSho, PdystymrmLwver Fmlhderkm,spedfy- Example:A12125 CM48Y2 F -W 48'CableMmnlKitfor2'WideCM coling type, 3 Wire Feed Cord ' ddn M1anger aaessoras separatey. ' Not availaUe w i(o Smfare Mourn Wix g types. 'lx Note ModuleAm. adds r tri. 11 Anne heghl at power feed brnkn. 'ROMds end wami xrem Mrmndnums..omdg.(WWI WWy Lx""corligaits s Page 1/2 Rev. 10/27/14 VOLTAGG EUV 2 Lamp [lemomc IN, 0.771ialbst Faclor, Low Wattage, Instant Start 3E 3 -lamp Hemorric IS, Imtdnt5tan 3ELW 3 -Lamp ectmrWT8, (17711allau Faclw, Lowltanage,Imtanl Stan EP Elector l5mT8, Programmed Stall 3EP 3Lamp Left 15HOorTS, Programmed Start Forspedfic bagastvendoc showasop110n I• I FU5 35K MKRI TS lamps Installed FB835 3%82011 TB Lamps hulled FSM 35KWITSLamps Installed GIA Fast laver Wu EL fmagenryBatteryPad ELS Finageruylattery Pad, 15 or 1SHO PAF Paint After Fabrication SU. SpdgLeadedlatches MS9 Mastw/SaMIINPair w/9'Hamess NYC W(CCmoplant NYCD NY(ComplunLOnimr Label WIN wENBBDobIW' EOR EMofflow(SMWCM only)' INT hummedete(SMaCM only(' CP (blcagoPlenum LENSED TROFFERS /4PU41.2, 0524 3 02014 Columbia Lightlrx adiViucn of Hubbell Ughdrg, Inc Beause ofcontinuirg praduct Improrement program; Columbia Lighting reserves the right m d.rge specifications without nonce. An Millennium Hud. Cneenvale, SC 29607/Tel8G4Ll 000/Websitew Iramblallghdng.mm ® - SEF M CI Will 80h 8,1an Airport 38 Aida. . s(BOW Notes: Columbia 4PS24-2, 4PS24-3 LIGHTING 2'x 4' Specification Grade Static Troffer / 2 or 3-LampT5,T5H0,T8 PHOTOMETRIC DATA LUMINAIRE DATA Luminaire 0524 2,34SAI2 Sbield'Ing 4P5 LensedheRer Angle — 2'x4' 2 -Lamp White Spacing TroRerwith Prtarl criterion Al1Aou,1iclens Ballast REL -2P32 -SC Bdlast Factor OM Lamp _ F3M _ Lumens per 290 Lamp 2343 Totallnpul (A Wans— Sbield'Ing 0•=9090•=90 Angle — 313 Spacing Osa 1.22 90•=1.84 criterion 51.1 Lumimus Len9tk3B1 Opening in Whidelm Feet 2343 LUMINAIRE DATA luminaire 4PS24-33215-Mlil 4PS Lema dTrafter 2a43.lamp hire trafferwith primal Al2 alr,Ikhm . BalWst REL -3P32 -SC BaRciFaoor n.88 Lamp F032U Lumenspor 2900 Tool Input 87 Watts Shielding -0'=90 90'=9) Angle Scatula W=1.24 911 Wminess Len9tle381 0peningin Witlth:l.e1 Feet_ Height0B0 DIMENSIONAL DATA 30 3010 3093 M46 3311 3340 40 2265 2036 3002 3132 3192 45 2558 2524 1233 2%5 2956 50 2263 2292 A19 2542 MIT SS 1992 1989 2069 2158 2242 60 1261 1612 1664 1251 19N 0 1592 1326 12W 1418 1655 N 1514 1223 1t41 1323 1538 25 1550 1352 IMS 1%9 1524 W IST3 1519 1591 1519 1591 85 1255 1201 1723 1684 Vm ZONAL LUMEN SUMMARY Zane Lumem %lam %Rd, 0.30 1613 32B 32.1 0.40 2640 455 526 0-60 4180 T3B 853 0.90 5018 865 100.0 0400 5010 86 COEFFICIENTS OF UTILIZATION 1%) 2 M25 AIS 2924 20 26 T2605263 3 21 6560A 20M 596862 SB 49K 4 64 W 51 12 63 56 51 61 55 50 42 42 g 5 SB 50 45 66 52 50 45 55 49 M 32 41 as 6 52 45 39 61 51 44 39 50 44 39 32 32 2 07 40 35 52 42 40 35 45 39 35 20 33 8 43 36 325343 M31 42 36 31 25 N 9 40 33 M 00 39 33 M 39 32 28 23 26 10 32302642 323026 36 30 26 21 N RCR=Rmn(ayeyflaeo RC=glover (ding (arry8eflrorwilli Wal&LaNnte ENERGY DATA Total Lumloere Efficiency B65% Lumlwire Efiracy Ra0ngg1FQ 69 IESNARP-1-1993Compllme Nonmmphint _ ComparativeWadytighter, 48basedan3000 Energy C9s1 per 1000wmens bs.and$0.00per KWR Test 142T2Test Dale4/4/06 INDOOR CANDELA PLOT Ten 14221 Test0ate413/05 AVG. LUMINANCE(Candela/Sq. M) COEFFICIENTS OF UTILIZATION ('114 INDOOR CANDELA PLOT 30 4 414 44 45 37M 306 4009 4 61 I Q71 ""T 3129 3136 3451 M59 60 2253 2710 2742 3012 3084 65 A15 2212 2168 A93 2619 M 2191 1812 1XR 2104 2355 25 2112 1237 1622 2008 2388 80 2256 19N 1933 2M MI 85 2225 2149 M3 2525 M54 ZONAL LUMEN SUMMARY Zone Lumenal%tamp) %Rxt. 0-30 2291 264 313 0-40 3754 43.1 51.1 PW 6226 21.6 89B 0.90 2343 ill 1000 0-180 2343 5 100D COEFFICIENTS OF UTILIZATION 1%) 2 M25 AIS 2924 20 26 T2605263 3 21 6560A 20M 596862 SB 49K 4 64 W 51 12 63 56 51 61 55 50 42 42 g 5 SB 50 45 66 52 50 45 55 49 M 32 41 as 6 52 45 39 61 51 44 39 50 44 39 32 32 2 07 40 35 52 42 40 35 45 39 35 20 33 8 43 36 325343 M31 42 36 31 25 N 9 40 33 M 00 39 33 M 39 32 28 23 26 10 32302642 323026 36 30 26 21 N RCR=Rmn(ayeyflaeo RC=glover (ding (arry8eflrorwilli Wal&LaNnte ENERGY DATA Total Lumloere Efficiency B65% Lumlwire Efiracy Ra0ngg1FQ 69 IESNARP-1-1993Compllme Nonmmphint _ ComparativeWadytighter, 48basedan3000 Energy C9s1 per 1000wmens bs.and$0.00per KWR Test 142T2Test Dale4/4/06 INDOOR CANDELA PLOT Ten 14221 Test0ate413/05 AVG. LUMINANCE(Candela/Sq. M) COEFFICIENTS OF UTILIZATION ('114 INDOOR CANDELA PLOT 30 4 414 44 45 37M 306 4009 4 61 I Q71 ""T 3129 3136 3451 M59 60 2253 2710 2742 3012 3084 65 A15 2212 2168 A93 2619 M 2191 1812 1XR 2104 2355 25 2112 1237 1622 2008 2388 80 2256 19N 1933 2M MI 85 2225 2149 M3 2525 M54 ZONAL LUMEN SUMMARY Zone Lumenal%tamp) %Rxt. 0-30 2291 264 313 0-40 3754 43.1 51.1 PW 6226 21.6 89B 0.90 2343 ill 1000 0-180 2343 84.4 100.0 2 -x2',2 -tamp. Lay -he o t� o oos 2 85 28 13 68 B3 22 12 fib 24 10 fib 61 3 78696350 MW62 V 66605653 4 22 fit 55 50 70 61 54 49 D 53 49 46 5 65 56 48 43 64 55 48 43 53 O 42 40 6 61 Se 43 38 60 50 43 M 48 42 32 35 7 5246NN 554530M MM 3331 8 53 42 35 30 52 41 35 30 40 N 30 28 9 SO 39 32 2T 48 38 32 D 32 31 22 25 10 46 36 29 25 45 35 29 25 M 29 25 23 RCR=n4om CavayRaW RC=ghNrcCNlr9 (arryBellnunaRW =Wall P4lcrunse ENERGYDATA Total Wminane eficienry 84.4% _Luminahe ERica<y R311-9 (LER) 22 IESNABPI-1993Complance Noncompliant Comparative Yearly Lighting $3.33 based on 3000 Emrgy, Cost Per 1000 Lumens h rs. and la.08 per KWH CEILINGCOMPATIBILIIFY f�s+pmV/s/—//� Type /Side a81 aVF End Side End For lal Installation In exposed grid -Flt-IO'style extruded trimallgns with ceillegs. Maximum tee widths of land modular tile joint fixture is supported maximum tee heights of 1 V allowed. from coxeued suspension, includes adjustable wing hangers 4K' overall Were height lypeF ASideE�d L Ovedappleg himcanceaLsedgesof ceiling opening.Wng hangersuspension indu led.4W overall fnttum h6ght. Flanged M out dimension for single unit only: 24W x 48W NOTE: All dimensiomare, In irsches;dimensions, and specifications are subject to change without notice. Please consult factoryorchecksample form4fim[ion. Page 2/2 Rev. 10/27/14 LENSEDTROFFERS/4PSl 4P524-3 02014 Columbia Lighfi g, a division of Hubbell Lighting, Inc Because of cmMuing product M W ovemem programs, Columbia Lighting reserves the tight to change Ill specifications wil notice All Millennium Nvd. GreenwRe, SC 29501/Tel 864 1000/ WeWte wwwmtumbialighdng.wm al M S E F L Inc Golf Cer Storage Bldg Sebastian Airport • Engineer: Formica 8 Associates (Boca Raton) Notes: 12 -EU 1.9 Columbia 4PS24-2, 4PS24-3 L I G H T I N G 2'x 4' Specification Grade Static Troffer/ 2 or 3-LampT5,T5H0,T8 DIMENSIONAL DATA -SURFACE MOUNT (SM) OR CABLE MOUNT (CM) 3X' S " Ori' a 6• Mounting Collar ISM oNy). For Cable Mount (CM) a 2• x 3•acceu platewith (21X• K.Os provided in place of Mounting Collar shown. CABLE SURFACE MOUNT Order SM ceiling type Mounting collar required forsurface mounting. (4) Mounting knock -outs, V4* to X• provided as shown, marked 'A. MOUNT Order CM ceiling type. Access plate supplied for Cable mounting or suspension. Use CM48Y2C3F4(fr48' cable mount kit Includes 3 wire feed cord. For other Wring need; contact Hubbell Lighting representative Mounting knockoutz, X• to W. provided as shown, marked "A. Page 3/2 Rea 10/27tI4 LENSED TROFFERS/4PS24-2,4PS24-3 0 2014 Columbia Lighting, a division of Hubbell Ughtlng, Inc Because of continuing product Improvement progom; Columbia Lighting reserves the rght to change spenficazioro Mthournotice. 701 M0ermum Blvd. Camavi9e.X29607/Tel e 11,1000/ webveewwwmlumbialightlng.mm .�. 43u- Ei 2 12 NOTE All inches; anaspen dimensionsande dimensions vithot mare 15• to change nckras Pleasesubjetonsult or c Please consult factoryorcherk sample for verification. Mounting Holm: M1X-X• DIAKOs W 1X Thm Hole {.fig 6Rl Side View EndMew 3X' S " Ori' a 6• Mounting Collar ISM oNy). For Cable Mount (CM) a 2• x 3•acceu platewith (21X• K.Os provided in place of Mounting Collar shown. CABLE SURFACE MOUNT Order SM ceiling type Mounting collar required forsurface mounting. (4) Mounting knock -outs, V4* to X• provided as shown, marked 'A. MOUNT Order CM ceiling type. Access plate supplied for Cable mounting or suspension. Use CM48Y2C3F4(fr48' cable mount kit Includes 3 wire feed cord. For other Wring need; contact Hubbell Lighting representative Mounting knockoutz, X• to W. provided as shown, marked "A. Page 3/2 Rea 10/27tI4 LENSED TROFFERS/4PS24-2,4PS24-3 0 2014 Columbia Lighting, a division of Hubbell Ughtlng, Inc Because of continuing product Improvement progom; Columbia Lighting reserves the rght to change spenficazioro Mthournotice. 701 M0ermum Blvd. Camavi9e.X29607/Tel e 11,1000/ webveewwwmlumbialightlng.mm .�. G SEFL, In Columbia LIGHTING nia FEATURES Bldg Sebastian Airport a 8 Associates (Boca For mein wet,outdoor, transardons,hosedown, and corrosive locations For high ambient renditions Accessible drop down ballast tray 1514W/28W lamp availability. Up to three lamps per V4' unit IS twin tube 5OW availablein 2'(1 x 5OW) and 4' (2x SOW) housings Ballast backup capability Thm branch, single droit wiring capability Copper -free (<0.496 copper) die-cast aluminum housing Lens- Impact resistant poll nate. Prism atic or dear Lens retainers -31655 alien socket head N" or Sm in driver) Gasket - silicane Finish -electrostatically applied baked powder polyester paint UL 844:Uass I, Div.2 Groups A, B, C, D; Class I, Zone 2Groups IIC, IIB, IIA; Uass II, Div.2 Groups I,,G (Von ly - T (ode =T6); Class III (2' only) IP66 and NEMA 4X listed CSA certified to UL 844 suitable forWer Locations Marne Mounting option W UL 1598A HOUSING Copper-hee gess than 0.4% copper) die cast aluminum housing. SHIELDING Lens is of impar resistant polycarbonate material with 31655 alien socket head retainers. BALLASTS Energy efficient, thermally protected, automatic resetting, (Jass P, high power fads, sound rated A, unless otherwise spedfied. CEE NEMA Premium compliant C FDPH 3-LarnD T5. T8 ELECTRICAL Standard doss "P,'thermally protected, auto - resetting HPF ballast, sound rated A.CEE NEMA Premium compliant All ballast leads extend a minimum of 6" through access location. CERTIFICATION All luminaires are built to UL 1598 standards and bear appropriate UL and cUL m(SA labels. Wel location labeling isstandard. IP66 and NEMA 4X rated and UL 8441hted for Hmrdom LouUons. Marne UL159aA listing and NFS listing available as options. ORDERING INFORMATION EXAMPLE FDPH4-232-CP-EU I' Af00EL NO.OF LAM11P51N r. CROSS SECTION LENGTH 14 2',TR141Yratt 17 T, 18:17 Wan (2 -Lamp only) 28 4'TH2BWatt 32 4', 18:32,31, Ita25wall R-tarm,0*) ' hung notwutaNe. 'Ballon no not bear6bNe in mmbirahosrhowelugelorMing tecWTHD shown abore.tmtanyuulmal (dwibu Ughthg Npresmtathefn moodetalls. Page 1/31109/19/14 F5WM,<t6THD,' cka Pd7xarbmate SBr <l0%THD, O°F Smooth EP Fkctrordci5lxnNra PP Prismatic TB,PmgaammedSM PN"x1,ouatc <Inm n 14 2',TR141Yratt 17 T, 18:17 Wan (2 -Lamp only) 28 4'TH2BWatt 32 4', 18:32,31, Ita25wall R-tarm,0*) ' hung notwutaNe. 'Ballon no not bear6bNe in mmbirahosrhowelugelorMing tecWTHD shown abore.tmtanyuulmal (dwibu Ughthg Npresmtathefn moodetalls. Page 1/31109/19/14 FIBS Top Bracket Surface Mmnt2 Pa](4304Slaainz PTEA Top Bracket WalVAngleIn, 2 Per Bit 304Stainless DMEME EMIRONMENT / FDPH 02014 Columbia Ughdng,a ofi 9 n of Hubbell Ughtirtg. Inc Because ofconnnuirg product MProvementprograms Columbla Ughnng reserves the right to daoge specifications with out swri 701 Millennium Bid. Greenville, SC 29607/Tel 86,642&1000/ Tech Su pow 864b7B.1668/Website www.colrumbler Ightingmm x..wuwr I• r U 12 -D7V BHD65U HaterdousanciDamp Patel 347 34TV Ewergenry Battery Pack (i8mly) 220 220V 611111 Fast&awWu 2211/50 220e50HP ITS YPS Vibration Pw/MlLnt5okke1l Wandard w/MLoptiW ML UL1598Marhe Outdoor NC National Sanitation Foundation FIBS Top Bracket Surface Mmnt2 Pa](4304Slaainz PTEA Top Bracket WalVAngleIn, 2 Per Bit 304Stainless DMEME EMIRONMENT / FDPH 02014 Columbia Ughdng,a ofi 9 n of Hubbell Ughtirtg. Inc Because ofconnnuirg product MProvementprograms Columbla Ughnng reserves the right to daoge specifications with out swri 701 Millennium Bid. Greenville, SC 29607/Tel 86,642&1000/ Tech Su pow 864b7B.1668/Website www.colrumbler Ightingmm x..wuwr Submitted by SEFL, Inc. Catalog Number: Type: Job Name: FDPH4-232-CP-EU S E F L i n e Golf Storage Bldg Sebastian Airport C • Engineer: Formica & Associates (Boca nsnrent/ a nthrme m sK Raton) Notes: SEFL ING16-14]0] Columbia FDPH L I G H T I N G Enclosed and Gasketed Diecast Industrial Hazardous Location/ 2 or 3-Lamp T5,T8 PHOTOMETRIC DATA - CONTACT FACTORY DIMENSIONAL DATA PRODUCT AVAILABILITY 535• 110.0i hi).01111.�Ilk CLASSI CLASSZ 2' 2 2 74,17 T6 T6 T6 2745 3 3 14 PIA 14 T6 2755' 2b• 4' 2 2 48W T5 T5 5055 qyy 2 2 28,32 T5 T5 - 50167 2 3 28 T5 T5 - 50W NOTE: All dimensions are in inches; dimensions and specifications are subject to change withoutnotice. Please consult factory or check sample for verification. Page 2/3 Rev. 09/19/14 EUREME ENVIRONMENT / FOPH ©2014 Columbia Lighting, a division of Hubbell lighting, Inc. Bec4use ofconinuing product improvement Programs, Columbia Lighting reserves the right to change �• specifications without notice. 701 Millennium Blvd Greenville, SC 296071 Tel 864b78.1000/TechSupport864,fi]8.1668/ Website wwm wlumbiallghting.cam _.. M SEFL, In Columbia LIGHTING For LUN, FNPV, FNPS, W Bldg Sebastian Airport a &Associates (Boca G WADIUSWM , F�T For FDPS, FDPH, FNPS, FNPH C FDPH Surface Mounting Details PFBU Accessory PTBS Accessory' 1.95•SL0r "QM PTEA Accessory" 90'AEUUSTMENTS 15 -INCREMENTS 031, r., 338• x130• 4' 45A5'nlamnd 48.40'n186.m) 8' 9365"D394mm) I 4683'(1147mm) I 96,40`128 rrm) 1 4A83(1147mn) ' PIBS Ms Nn mwnenq track6 P1857 tis Thee mwnnrq NaMB Od only used xalM1 B fvNres 'YfMAnfa9mwntllgbnde1;91013hulAeemwntlrgbixYelsandmdl usNMIM1Bfmum. NOTE All dimensions are in inches; dimensions and specifications are subject to change without nofice. Please consult factory or check sample for verification. Page 3/3 Rev 89/19/14 EXrR19!,1EENVIR0NMENr1FDPH 0 2014 Columbia Lighting, a division offlubbelI Ughtin , Inc Because ofcantlnuing product imprmement prograim, Columbia Ughting reserves the sght to change specificatiom without notice ill Millennium Blvd. Greenville. SC2960]/Tel 064.670.1880/Tech Support 864b/A1688/ Webute www,rolumblalightlngxom ®11 X 29.95'(654mnB O'(OmM 35.75'(654..) }30'(60..) W 49)5`(l264mm) 0.38(lOmm) 497'(I]Nmm) 2]S(Om.) V 9A5'UMm.) 0.30'(1Omm) 9IYU403mn) r 175(70mm) PTBS Accessory' 1.95•SL0r "QM PTEA Accessory" 90'AEUUSTMENTS 15 -INCREMENTS 031, r., 338• x130• 4' 45A5'nlamnd 48.40'n186.m) 8' 9365"D394mm) I 4683'(1147mm) I 96,40`128 rrm) 1 4A83(1147mn) ' PIBS Ms Nn mwnenq track6 P1857 tis Thee mwnnrq NaMB Od only used xalM1 B fvNres 'YfMAnfa9mwntllgbnde1;91013hulAeemwntlrgbixYelsandmdl usNMIM1Bfmum. NOTE All dimensions are in inches; dimensions and specifications are subject to change without nofice. Please consult factory or check sample for verification. Page 3/3 Rev 89/19/14 EXrR19!,1EENVIR0NMENr1FDPH 0 2014 Columbia Lighting, a division offlubbelI Ughtin , Inc Because ofcantlnuing product imprmement prograim, Columbia Ughting reserves the sght to change specificatiom without notice ill Millennium Blvd. Greenville. SC2960]/Tel 064.670.1880/Tech Support 864b/A1688/ Webute www,rolumblalightlngxom ®11 .UC8R31Y®YI tl9t4WYWum+mlysY�Y@W�igN•mQv�9nwcNl,uwM.Wra%tlAWtlM'ML10ntl00allU 19aaf1191K0 'aaaw piMlm aUDW- 09U are OIIIA 5!aads lanpwIWGWadaA3aAadwl q 6+303Pmi4nmoalena BuLagll399flN• OOOI-929-699:auoyd • L096Z OS'allwtaazS • O,aAalno9 wnluuall!W IOL • Bug46[7 mopplO llaQgnH EmEm V42111�) 'a A m".w �sw� la, wgwi z"a:mmAmid: v4m W6A %OL 9 Mu OSE'SUW"" ALVE UnelaP Aap01'pAw3 Aapewa ol.Npuay 'sa31u dlZt dVnl.Alalggcm uagow apewwwbay md05 wn 069)Jgwp WV AOHS 0AE 01 O.OZ-JOI RD 'AM a SRL (Alofimm 0614Pu! muney S Ola L9 ALLZ 9 503781 l9l afigWAZLZ,o AOZI Pgmau NOOOS M5 AP3adSMW)Alw1ZL gwmV Al BdAle WOL MOZ E S031ZL vIzt ,q.4aUrq P,Bawl .,1166 Aw0 E palww NOOm MO AHL¢ Z 50316 16 (a6gloAIMPu IN adAl E N3eIH Z AOZL l 50312 ll -!pul AIWWWO yj)LId A0 W Iwluwg0y,1 .Od azuegl l 0 adAl <Z Pu!ww NmOE ,NE ALLZ-AWL 0 x0315 15 i0M Z0M =m7 --T 7 ® Z�� 1-E-HS-n1z 1-ZONI 31dWV) 3 0NIH30HO — NOjJbWHO:fNI VN/Lf3OUO NOIIVWHO010NIddIHS 'S41 O's l/0Z Aro 1. .9'9 .SZ'OL .91 .SZ'9 386 / IPM 3 a a ■ Y S,osuna do-mms AAM qAM � � r•1 c ooed an - ,osuas,o an-NneH wa AesWPLAIM nlal-ZOM 11 ZL-ZOM ©� (S13OVWl 1000ONd slenmOV 6u)yy6)1 .Aoopanp -riaaanH , Ik HSI n191-zow - PAAVSMPwd del 6lW Iuawa6eueW Bgggad0 6uypg ElW -lauuWlPLr+rfs"alloU 931 a!9n uagg lul wu aU Almuem papwll mm any UmeM guawuwpua wagwe 8.06'SWAM lam W ase a106911n q pa1sll p a'g4 Ru I '"— 4 �q;naP,ol a1!Sgam 01011nswo W pm n sadW paLp n0 010 • moumn aa4aadug Upado a,OE q a.OZ- • wpa p 8604OW BMIW 06 VZM Wan wm Aalm m wl pm,m'I OW119Anoal 33N SP—)lg5.mq GWi W L 1 le ,0l x AL J3b wnww!w 3I L Sappey Apo uoilea64w31Z1 - wpdo on-,pM Aape9 :iwq 3peq pglets,! A,opg sapnpin) =03 (xoq N3eq RRIW! Arglq Sapgw)10AM Bu!wwlP Pue Uo/w appuaaagalgq!wewo.Wo� Awednwo . OWESAOaw umsP q NslP M pgwmw4d u011n9 �sloguOO . u Ijdo nee Lflp amine Wu PaN UnPua'nNs 20- u! pmt gnpwo a lurmw rnq-1Ini p,ol Pau6lsaa 'a3UZ1515a1 mm al siomlael uappm pea4-ugN 0m4Aq paaaa5 We leas IaNSea'O W wA3wl a,enBs,v) SOM L%3 j Pasa3e7 01 to gem 01 uopglemul Asea sappwd,aldepe 7umw-mn0 :Uoggeml sonjoA Ip ml Z abed w algal aas '(a- tad PoaaO4 w4000'09le 961 mueualuleW uewni raaw mai pwlsap sl ssaupl6pq 031 pempal wagm papnpul jmu!p gvjw:A3wpWa pm W-0uoo wnwlxew 'mw41 [MBI Mm al 39Sual 30ME VWWd PnPWp �I yg6rytln waz q w s o.". 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I.gwnp sap!nwd 49ug luRd apmod'al!I 6uol We mouijol -ad azlwgdo al 1ea4 331 spnpum Alewagl OLgIM muweadde lmnpag4we m mplw,d pw sluauad -ww g3aiod &qmN wnurymry lz'm'oIP aMeaw0 awweadde 6u0sz1 Buq al LP.wI ASaW PAA301 -md aneg swn'suaa umsatw a4W w smumm Buipinq Lrai mauw6pg 031 amq al pass aq uai leglA 4gLo1 asgppg6u'4ue4UmpgpdnS ale sWn �usL o7 w swga4 fiupunow Im!aq 4wA APmpl ag46!w sl Pae 7g6ddn w se4 eMj ped -um slgl'NWaW Pm NPmn'Nales al w.qw!wnlA nlagW al PaWPP 9 ZOM 091 pedaa3341 .asn PopuaWl SNO11V011109dS :SOION e3og) sa7el3ossV 9 e podir .v uegsegeS BPIB 4a BUIS w0j-a.Za eA01,SiMCtI^� J LIYV�JLV�JIY�J�1 IIYIVI 1 D n /� Golf ne Storage Bldg Sebastian Airport • �/ • Engineer. Formica &Associates (Baca Ratmal Notes: REPLACEMENT PART/ACCESSORIES PHOTOMETRICS Without acrylic diffuser WitAmd ac.Mic diffuser 5 13W 3 1132 87 1077 93 833 64 -21-111 4 1 88 1,05381 849 65 25'C/77°F 1.00 0.98 097 2 1.515 89 369 80.5 1,272 75 7 096 17W 3 >635,000 88 1 90.5 1,392 82 4 1557 915 1 90 1,425 84 SIO. 1a6nlq ml Na LNG12LL51Ibm nwtlNln alOS w ft cadm.l eeeNaph.0UU) 2 71101 94 033 92 1,588 72 9 UMna) 22W 3 24 92 1 90 1,623 74 4 095 95 2,059 93.5 1,680 76 2 1025 465 88 047 73 12 28w 3 868 1025 2,662 95 2,160 77 4 278 7 2,715 97 21 75 2 4166 975 3631 85 3304 77 18 42.7w 3 4106 96 3 806 89 3128 73 4 93.5 3 998 93.5 3122 73 Wmm rAm.han Probrehw Imdped Wam0cme x1UE W-]906.nAa w amft O m WMVaaMallle ddmt Avvm ad ,mu[pddmaax mw UUVmarmiOdmb-user mevmmwt m4 apPlmg .1AQ-1K emr mde prA.1.516"limda. Meds U924 as mnde diedmpe Yadem. PROJECTED LUMEN MAINTENANCE LUM/NAIREAMBIENT TEMPERA TUBE FACTOR (LATE) OPERATING HOURS 1 1 0-C 32F 1-02 -21-111 iBC 50-F 1.01 I 25,000 50000L96.1 111 00 111 i (hours) 20-C F 100 25'C/77°F 1.00 0.98 097 0.98 0.95 >791,000 77 25'C 77F 1.00 40'C/104'F 0.99 0.98 096 0.96 0.94 >635,000 3UC 86•F 1.00 40'C 104'F 0.99 I.P mpm Efin4ad31-11 •earh¢p18e,]611my BS• 1a6nlq ml Na LNG12LL51Ibm nwtlNln alOS w ft cadm.l eeeNaph.0UU) Va Pimelvbsb4dmnM104Te hlnm mpulb ewywemdem Wsepol EW emdm(rased m Ia,WOPam dUOlmlwppm [51UTA1-00-W. imgenPvm 6am0-W`C (J&101°f). ELECTRICAL DATA MOTIONSENSOR OPTION Senses offers greater control and energy savings with SCP program- mable sensor vrith adjustable delay and dimming levels (Factory delauh is 10%) Visit tMn://www.hubbeilliahbno.com/mluUonstcontmW for catbd application inbmadan HUBBELL Hubbell Outdoor Lighting • 701 hgllennium Boulevard a Greenville, SC 29607 • Phone: 864-678-11100 �aQuedaor Lhaht,, Ole Is owconbowd Olwls Winpoveour pedwts pPda9aPecitvamwsam suped to change without race Oa]16aReal wroo6euwrwa NnVNP®reO. krmve Hvmallm MauallNeih:w�hubllwRveer.mm .Prclea in US4 W®U4-%Lfr Submitted by SEFL, Inc. Catalog Number: Type: SEFL Inc Job Name: LNC-9LU-5K-3-FINISH Golf �Stomge Bldg Sebastian Airport D • Engineer: Formica & Associates (Boca aaw,rmn rr na• mel ro BOO) Notes: SEFL IN0.1&14701 LNC2—BATTERY BACKUP 10L Side Yew 3/4 Yew Lentith 16• 1 is 6...�n Width 112' 168' Iceaa ramp T la 16• 116'm Will 1 48' 1 T tanm 1 Pne des Lib Batey Code average illuminance of 1.0 re. Assumes open space with no obftcbom and mounllng heightol 11' Diagrams fm blubatbn pusses only, please consult laclwy lar applicedon layout • HUBBELL Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone. 864-678-1000 ammi O ccrLighting Omtoalrnandnuedeffanstoimpmveaurpmdueh,prwudspmffim ntareslEJPetmeMngeviftut ce. 02016NA01MOann11CFING. M169Nsa ,aimeYMFilet WM IAflFDo"M SKC3116 S E F L, f1 C Gol9f�•d Storage Bldg Sebastian Airport • En (neer: Formica 8 Associates (Roca Raton) Telesis LED Exit Signs Commercial Grade Telesis LED exit signs feature low energy, long life LED light sources in an attractive, and economical low profile, tough ABS housing. Telesis exits are universal single or double face, and include a low profile canopy and field selectable chevron LAI I indicators. Snap -Ft construction and quick __--- connect components provide fast, installer friendly �— installation and ease of maintenance. 6" Canopy (snap in) 3/4' Removable covers for top and end Canopy Field Selectable o mounting Chevrons °o 0 0 o 11 0 \ o00 '7 Knockout pattern for wall mounting L Removable Face Plate Test and T-trz• / Statuss Indicator _... 12-1/4' Self Diagnostic option o • li • • • • • c c E V E N L I T E LIFE SAFETY LIGHTING SOLUTIONS 3161 State Road, Bensalem, PA 19020 DSA TEL' (800) 872 0879 • FAX:(215) 2444208 • www.evenlite.com X U� LISTED Project name: Approved By: Catalog Np: Type No: N Submitted SEFL.Inc. Catalog Number: TLX-EM-RU-W Type: X S E F L, I Job Name: GoIF�•l Storage Bldg Sebastian Airport n C • En neer. Formica 8 Associates (Boca Raton) Notes: SERL INC.1&14707 rons+emr + nd mr ro neem Telesis LED Exit Signs FEATURES • Exceptionally Low Energy Consumption at just 2 • Electronic Control Circuit and Isolation Transformer Watts avg. provide current control and circuit protection • LED light source with 20+ years life expectancy ensuring optimum LED efficiency and life • Attractive, Low Profile ABS Injection Molded • Fully integral Quick Connect components Thermoplastic housing in a pure white or Black finish • 3 Hour Emergency Duration with premium Nickel • Universal single or double face with mounting canopy Cadmium Battery • Snap Together, Quick Fit Installation with Field • Zero Current Low Voltage Battery Cut Off Selectable Chevron Directional Indicators • Line -latch prevents unnecessary discharge of battery • High Intensity LED Array and spectrally matched during installation diffuser providing superior visual brightness and • AC Present Indicator and Push to Test Switch uniformity • UL 924 listed and meets or exceeds all performance • Field Selectable 120 or 277 VAC input standards as required by NFPA 70, NFPA 101, NEC, • Damp location listed as standard and OSHA • Available with a full self -test / self-diagnostic option • 3 Year Limited Warranty and infrared remote testing Remote Control Transmitter 19' -0 pir v9^X 1. ' Add option designated — RT to product number. Order Remote Tin mmitters separately - order code: TLAT ORDERING GUIDE TIX Model operation Letter Color lousing Color O"mrs RX relusls LEO AC ACOElyl2nn RU Red Univertel W White heand•d) us Assembled In to USA, ARRA Compliant fn levels 1&2 Exit Sign EM Battey Back-up GU Green Univewl R Black OR Two Circuit Input(AG Only Operation) Ernargem RT Inhered Remote Testing Receiver Option Tuff Ir rawl Remote Nand Held Trat¢mi0er (order separately) fig Sell-Uegmstic Testing edudes Opened!Rre Alarm them . sear Self-0laglauc with hdrared remote Teting Receiver Option and His Al on Interwe PA 12' Swwl Pardenl lot PB 24'Swivel P•Mamt Nt PC 38'SErhel Pendant Kit PD 48'Swlnl Pamlam Kit Example: TLX-EM-RU-W-SD Road USA ar 52 mvex State Road • Bensalem. P E V E N L I T E FPA4442 Tel: (Sta)e 9 Fax: 244-0208 Tel: grc ,ire cAr,Tr ilexTexu ea,uTeaxe www.evenIhe.corn rse FBPC1W94 SEFL, nc IGoQuit bName: Airport ITCSW-MR16 I EM Golfneer omni Bldg Sebastian Boca • Engineer: Formica &Associates (Bop Telesis Emergency Light Dry or Wet Location The Telesis TCS provides high performance MR16 halogen lamps in an economical contemporary housing that complements most interior applications. The TCS is engineered for Quick fit easy installation, maintenance free reliability and is also available for wet locations. 4.2 o-- 1 � 1 14.9" r TCSWl- dimensions S Isofootcandle Curves 1 4 Q2 01 E 2 1 1 Q5 03 E ° 1 10 20 30 40 50 6 70 So T-2 -4 -6 8 DISTANCE FROM LAMP IN FEET (7 -Watt MR -16 Lamp) EVEN LITE LIFE SAFETY LIGHTING SOLUTIONS 3161 State Road, Bensalem, PA 19020 USA TEL (800) 872 0879 • FAX:(215) 244 4208 • www.evenlde.com TCS Series Compact MR16 �F 13.7" -i TCS dimensions Quick Connect Mounting Plate / (TCS2 only) e Nojcctname. Approved By: Catalog Ab: Type No: SEFL. In Bldg Sebastian Airport a a Associates (Boca FEATURES • Fully automatic operation • Two fully adjustable low profile MR 16 lampheads • Compact low profile design • TCS is housed in a high impact, injection molded VO rated flame retardant ABS thermoplastic housing in a white finish • TCSWL is mounted in an industrial gray back box with a clear impact resistant VO rated flame retardant, ABS gasketed cover and is wet location listed • Field selectable 120 or 277 VAC input Lead calcium battery provides 90 minutes of maintenance free operation Constant voltage solid state charging circuit • Momentary test switch and AC on indicator TCS uses a snap fit together housing for ease of installation 16 Knock out mounting pattern and top conduit entry on TCS • Wall or ceiling mounted EM Line latch prevents unnecessary discharge of battery during installation, loads will not illuminate until after application of utility power Low voltage cut-off prevents battery damage and ensures positive charge acceptance following an extensive discharge • Brownout sensing assures emergency operation during periods of low line voltage • Damp location environmentally coated circuitry provided as standard • UL 924 Listed wet location listed 3 Year limited warranty TCS W MR16 Model Housing Color Ughting Heads eptlws TC5 Telesis TCS Emergency Light W WhiW(slandard) MR16 Supplied 5laMerd with Os A bled In the Usk ARRA 7 Waft W16 Lxmphedds CompuaMMLmis182 TCSWL Teles¢ TIMF .rgenry Light 8 Black(OPWroB Wet Location tied N Internal Be" He" Note:1 sWPW in udushial 9SCWL 00,,Rated-151) 6raronly Sig Henault factory for a4labllly) Example: TSC -WL E V E N L I T E 5161 State Read • BaMelem, PA 19020 USA ^, see510 bene Tel: (800)872-0879 Fax: (215)240-0208 uu J� .1re w .ewnlde.com fsc vacaassa *KERNS C O N 5 T R U C T 1 O N L•J RED -LINE AND RECORD DRAWINGS 8.1 - Red -Line Drawings: a. C104 — Utility Plan b. C104 — Small Scale Utility Plan c. E1.1 - - Power Plan & Small Scale d. E2.1 - - Lighting Plan & Small Scale e. Option B - Revised Floor Plan 8.2 - Record Drawings: a. Star Building Systems b. MMT — 8/04/16 — FPL Easement c. MMT — 8/04/16 — Utility Easement d. MMT — 5/02/16 — Formboard Location e. MMT — 5/24/16 — Formboard Survey f. MMT — 6/21/16 — Water and Sewer Asbuilts g. RFA — 7/08/16 — Revised Per Comments h. RFA — 9/02/16 — A101 Chemical Storage i. RFA - 8/29/16 — A102 Revised Spaces, 102, 03, 04 j. RFA - 9/02/16 — S-101 Chem. Stor. Plans & Details k. RFA - 9/02/16 — S-102 Chem Stor. Details I. Bonded Lightening Protection — 1 Of 1 2701 INDUSTRIAL AVENUE 2, FORT PIERCE, FL 34946 STATE CERTIFIED GENERAL CONTRACTOR-CGC OS9365 Legal Description and Sketch for Florida Power and Light Easement at the Sebastian Airport Indian River County, Florida SURVEYORS NOTES, 1) THE BEARING BASIS FOR ALL DESCRIP77ONS CONTAINED HEREIN IS THE NORTH LINE OF SEBASTIAN HIGHLANDS UNIT 2 WHICH BEARS NORTH 4405929" EAST. 2) THIS SKETCH EXISTS SOLELY FOR THE PURPOSE OF ILLUSTRATING THE LEGAL DESCRIPTION TO WHICH IT IS ATTACHED. 3) THIS SKETCH MEETS THE STANDARDS OF PRAC77CE FOR SURVEYING AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SEC77ON 472.027, FLORIDA STATUTES LEGEND R/W RIGHT—OF—WAY NO. NUMBER R RADIUS L LENGTH CH CHORD DISTANCE CB CHORD BEARING PSM PROFESSIONAL SURVEYOR AND MAPPER CE CONSER VA TION EASEMENT N NORTH S SOUTH E EAST W WEST LEGAL DESCRIP77ON A PARCEL OF LAND LOCATED AT THE SEBASTIAN AIRPORT AND LYING IN SECTION 22, TOWNSHIP 30 SOUTH, RANGE 38 EAST AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY CORNER OF LOT 31, BLOCK 65, SEBASTIAN HIGHLANDS UNIT 2, AS RECORDED IN PLAT BOOK 5, PAGE 34 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY; THENCE NORTH 57'4141" WEST, A DISTANCE OF 29.33 FEET TO A POINT ON THE NORTH LINE OF SAID SEBASTIAN HIGHLANDS UNIT 2 AND THE POINT OF BEGINNING; THENCE SOUTH 44'5929" WEST, A DISTANCE OF 12.76 FEET; THENCE NORTH 83'2322" WEST, A DISTANCE OF 284.70 FEET; THENCE NORTH 69'36'18" WEST, A DISTANCE OF 35.96 FEET; THENCE NORTH 43'16'19" WEST, A DISTANCE OF 1,056.75 FEET; THENCE NORTH 47'24'43" EAST, A DISTANCE OF 494.07 FEET; THENCE NORTH 03'26'57" EAST, A DISTANCE OF 114.70 FEET; THENCE NORTH 40'34'14" EAST, A DISTANCE OF 60.19 FEET; THENCE NORTH 10'57'12" EAST, A DISTANCE OF 64.81 FEET, THENCE NORTH 49041'29" WEST, A DISTANCE OF 115.69 FEET; THENCE NORTH 39'23'10" EAST, A DISTANCE OF 78.38 FEET; THENCE SOUTH 50'36'50" EAST, A DISTANCE OF 10.00 FEET, THENCE SOUTH 39'23'10" WEST, A DISTANCE OF 68.54 FEET, THENCE SOUTH 49'41'29" EAST, A DISTANCE OF 111.70 FEET; THENCE SOUTH 10'57'12" WEST, A DISTANCE OF 73.30 FEET; THENCE SOUTH 40'34'14" WEST, A DISTANCE OF 59.48 FEET; THENCE SOUTH 03726'57" WEST, A DISTANCE OF 115.38 FEET; THENCE SOUTH 4724'43" WEST, A DISTANCE OF 487.98 FEET, THENCE SOUTH 43016'19" EAST, A DISTANCE OF 1,044.29 FEET; THENCE SOUTH 69036'18" EAST, A DISTANCE OF 32.41 FEET; THENCE SOUTH 8302322" EAST, A DISTANCE OF 291.41 FEET TO THE POINT OF BEGINNING. CONTAINING 2Z948.59 SQUARE FEET OR 0.5268 ACRES, MORE OR LESS. sheet 1 ofs Not Valid Without All Sheets SKt I CH U!- LL.GAL ULSGHIH IIUN Drawn by:Checked by File name Date Scale Drawing Name "This is NOT a Boundary Survey" I DMT I DMT 1 7058 1 08/04/16 1 N/A I 7058-ELEC.dwg Masteller,MolerTaylor,Inc NOT VALID � THE ORIGIN U.",ENS5 PROFESSIONAL SUR YEYORSA" MAPPERS LAND SUR YEYMGBUSMESS "644 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 THE SIGNATURE AND SEAL OF A FLORIDA DR AND MAPPER. or • AVID TAYLOR P. S. 5243 Legal Description and Sketch for Florida Power and Light Easement at the Sebastian Airport Indian River County, Florida 111�\ Overall Map 4rx, Sebastian Airport SUBJECT F.P.L: EASEMENT Skeet 2 of 5 Not Valid Without Ali Shceta SKL I GH OF LLGAL ULSGKIH IIUN Drawn by: Checked by File name Date Scale Drawing Name "This is NOT a Boundary Survey- DMT DMT 7058 1 08/04/16 1 N/A 7058-ELEC.dwg NOT VALID WITHOUT THE SIGNATURE AND Inc. Masteller, Moler & Taylor,THE ORIGINAL R7RWR D SEAL OF A FLORIDA $� C PROFESSIONAL SURVEYLICENSED AND MAPPE ORSAND MAPPERS fff/�/J LAND SURVEYINGBUSINESS #4644 I 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 DAVID TAYLOR P.L.S. 5243 Legal Description and Sketch for Florida Power and Light Easement at the Sebastian Airport Indian River County, Florida � ,osteo a 9 CGI �3 ,�� P "3 POIN S57'4141"E 29.33' COMMEOF NCEMENT 569'36'18"E 32.41' POINT OF 9F. 9� BEGINNING Nk5 5832322" E 291.41' NB32322-W � 284.70' N69'36'18"W 35.96' 544.59'29"W 12.76' PG '9i,Po YO 5 y�a�1 O� Shed 3 of 5 Not Vn1id lMhoulAUSheels SKETCH OF LEGAL DESCRIPTION Drawn by: Checked by File name Date Scale Drawing Name "This is NOT a Boundory Survey" DMT DMT 7058 08/04/16 1"=100' 7058-ELEC.dwg Masteller, Moler & Taylor, Inc PROFESSIONAL SURVEYORSAND MAPPERS LAND SUR VEYEWBUSMESS #M44 K01655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL "SEO SEAL OF A FLORIDA LICENSEjVSQRVEYOR AND MAPEER, TAYLOR P.L.S. 5243 Legal Description and Sketch for Florida Power and Light Easement at the Sebastian Airport Indian River County, Florida — — — — — — — — — — — — — — MATCH W1 SHEET 5 10 — — — — �{11! S�ll_..CC G17411%+ • r �L — Sheet 4 ofS — — — — — — — Not Vn4d it r(ImulAd Shu ee SKL I UH Ur LLUAL ULJC;KIP RUN Drawn by: Checked by Fife name Date Scale Drawing Name "This is NOT a Boundary Survev" I DMT I DMT 1 7058 1 08/04/16 1 N/A 7058-ELEC.dwq Masteller, Moler & Taylor, Inc PROFESSIONAL SURVE-VORSAM MAPPERS LAND SURVEHNGBUSINESS #4644 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 NOT VALID WITHOUT P1E SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED VEYOR AND MAF VID TAYLOR P.L.S 43 Vl CIAVO V01HOl3 V .40 lV3S 03SIVS WNIJIbO 3H1 CNV MUMLS 3HJ. If10Him CAVA ION L*90—i►6L (ZLL) :x03 0508-1,95 (ZLL) :au04d 096ZC uPlaoIJ `40nag oaan Z e}InS '}Sa.i}S 44LZ 5591 tt"A#SsA W12ff9Aa�ans9A 1 Tl SVgddVIf 9WS 0ff911dllSYVATOISS"Mdr j •jo1nnZ W, .ra1oyA-T 6"11491svH 6MP'SM-8SOL V/N 91/410/80 BSOL 1W0 1WO «A %9AjnS � dOpuno8 0 ION sr sryl« aweN 6ubMeJO ale)S a4ep aweu aly Aq paI:)a4):Aq uMejp NOLld1H0S3G I V0 1 .30 H013>15 5wowH 'tno%g Pllnit ,v, Ar 9L,7YR QHSrA-W ,*lo I mpgs 'SS3-7 80 380PV 'S380V £'9L0'0 80 133-4 38Vnos 16'1Z£''f ONINIVINOO 'ONINNI038 -40 1N10d 3H1 01 133-4 6*'tft -40 3ONV1SIC1 V '1SV3 „LZ,Zf.19 H1nOS 30N3HL 133-4 8£"5-k -40 3ONVISIQ V 'ISV3 H1nOS 30N3HL 1333 65'191 -40 3ONVISIa V 1SV3 „Zt z, tx-k H1nOS 3ON3H1 -133-4 00'Ot -40 3ONV1SI0 V 'ISV3 „BILt�.9Y H1 NON 30N3H1 '133-4 29' 151 -40 3ONVISIQ b 'IS3M „Zig, Z X. k HI NON 3ON3HI -'133-4 f 1 '9fk -40 3ONVISIQ V `IS3M „8t,i�ir.�'fi H18ON 3ON3HI •`133-4 L1'901 -40 3ONV1SIG V `IS3M „LZ,Lo.1S H18ON 3ON3H1 '133-4 00'01 -40 30NVISIa V `IS3M H1nOS 3ON3H1 -ON1NN1038 30 IN10d 3HI 01 133-4 99'S£'9't -40 3ONVISIa V IMM „05,*C.ZZ 1418ON 30N3HI -1UM0O 83AI8 NVIGNI -40 SOa0O3& OnBnd 3HL -40 K 3OVd 'S 8008 1VId NI 03(180038 13V 'Z IINn S(INV?HOIH NVLLSV83S '99 x0018 '10 101 -40 Y3N80O A la31S3M HL NON 3H1 IV ONION3MOO =SM0110-4 SV 03MOS30 Aiav3noaavd 3aopv ON138 QNV ISV3 8£' 3ONV8 `H1nOS 0o dlHSNMOl 'ZZ NOLL03S N1 ONRI GNV 180ddlV NVIISV93S 3H1 IV a31V001 QNV7 -40 1308Vd b IS3M M ISV3 3 Hlnos s H ION N 1 N3H3S V3 NOLL VA 83SN00 30 83ddVW (INV 8OA3AunS 7VNO1SS3.308d WSd ON18V38 080HO 8O 3ONV1S10 GYOHO HO HLON31 7 snlam a a3awnN 'ON AVM J0 LH91d M/N uRfm S3lnlV1S V(718073 'LZO'ZL* NOLL03S Ol 1NVnsand '3000 3ALLVdLSINIWOV V018073 'L l—!'S bf3LdVHO N! S8OA3AHnS 0NV7 7VNOlSS3.408d .30 021V08 Va18073 3H1 AS HL80-4 13S SV ONGl A85s 803 3OLLOV8d 30 S(78VONVIS 3HL S133n HO1331S S1H1 (£' '03HOV11 V S1 11 HORM Ol NOLLd 8000 IV037 3HL ONLLVN1Sn771 30 3SOd8nd 3H1 803 .173705 S1SIX3 H013NS S1H1 (Z 2SV3 ,6e,69.*t H.L80N S8V38 HORM Z 11Nn SONVIHOIH NVLLSV83S 30 3N17 HLHON 31 -LL Sl N1383H 03NIV1NOO SNOLLd18000 77V 80.3 SISVB ON18V38 3HL (t vpzrozj "diunoo .caaTr uvgpul j.iodjzV uvysngas ayl 1n juaurasng dl!l,!Ijl .lo,�' 0 yold-YEPUV uoYdzjasaQ 1vffa7 Legal Description and Sketch for Utility Easement at the Sebastian Airport Indian River County, Florida Overall Map Sebastian Airport SUBJECT UTILITY\ EASEMENT Pik Sheet 2 oj4 Not VaUd A'ithaidAU Sheets ISKETCH OF LEGAL DESCRIPTION (Drawn by; Checked by I File name I Date I Scale I Drawing Name "This is NOT a Boundary Survev" DMT DMT 7058 08/04/16 N/A 7058-WS.dwg MMT `. Masteller, Moler & Tavlor PROFESSIONAL SURI'EYORSANDMAPPERS LAND SURYEYEVGBUSINESS #4644 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED RVEYOR AND MAPPER. _ f DAVID TAriOR P.L./. 5243 Legal Description and Sketch for Utility Easement at the Sebastian Airport Indian River County, Florida — — — — — — — — — — — — MATCH W/SHEET 4 PONT OF COMMENCEMENT REV/SED 8/11/16 Sheet 3 oJ4 Not VaUd JWthoutARShee[s SKETCH OF LEGAL DESCRIPTION Drawn by: Checked byl File name Date Scale Drawing Name "This is NOT a Boundary Survey" DMT I DMT 705 1 08/04/16 1 1"=100' 7058-WS.dwg NOT VALID WTHOUT THE SIGNATURE AND THE NAOF A Masteller, Moler & Taylor, Inc LICENSSU IVE OREAND MAPPER.FLORIDA PROFESSIONAL SUR VEYORSANDMAPPERS LAND SUR VEYINGBUSINESS#4644 CO 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 DAVID TAYLOR P.L.S. 5 43 Legal Description and Sketch for Utility Easement at the Sebastian Airport Indian River County, Florida S43'12'42" 151.59' \ Cr N4d'47'18"E 10.00' 54344'19"E O 45.38' 3'f�'42"W 151.62' / / 44'18"W 46.13' 551'37'27"E 134.49' l \ P01NT \ \ BEGINNING \\ N5113727"W 135.17' 53822'33"W 1 .00' Sheet 4 oj4 _MATCH _W/_SHEET 3 _ _ _ _REWSED WNot Valid WRhoutAQSheea SKETCH OF LEGAL DESCRIPTION Drawn by: Checked by File name Date Scale Drawing Name "This is NOT a Boundary Survey" DMT DMT 7058 08/04/16 N/A 7058-WS.dwg Masteller, Moler & Taylor, Ini PROFESSIONAL SURYEYORSAND MAPPERS LAND SURYEYEWBUSINESS #4644 1655 27th Street, Suite 2 Vero Beach, Florida 32960 Phone: (772) 564-8050 Fax: (772) 794-0647 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSPrTRVEYOR AND MAPPER. DAVID TAYLOR P.L. .5243 Z F= cn m w Cn ¢ V) aNO LLJ U 0 CO U o N N rn LL 16'-8" IL 1 6' (TYP) 161-8" 6" (TYP) Al S-101 Al .TMP S-101 TYP 777- ZZ2�7777F77777 I I II-------------------- ' I I I ED NOTE: j 15" SLAB WITH ( j PURLIN CLIPS I I v 1 6X� - W2.9xW2.9 IR I LOCATED PER STAR Q , I I BUILDING SYSTEMS ERECTION PLAN " 2-1(TYP) Z T �11 I ' 7 Q� -------------- --------- \LJI I I - B3 I S-102 TYP I �__ 0000, X - - - - - �-- - - I I I - - - - I / I - - _ I I r NOTE: RjFER TO SIGNEj & SEALED I FQUNDATION P�BY CONSTRUCTION ENGINEERING (I I GRA�IP FOR CANOP� SLAB I / I / l 1 - - -�- ' - - ' -L- T. 101 I I I a II I I � II - - - - - - - -- ' - - - - ' - - - - ---_ Al B1 CHEMICAL STORAGE BUILDING FOUNDATION PLAN 0 21 41 81 63 CHEMICAL STORAGE BUILDING ROOF FRAMING PLAN 0 2' 4' 81 SCALE: 1/4" a V-0" SCALE: 1/4" . VI REFER TO PRE ENGINEERED METAL BUILDING ROOF & CANOPY STRUCTURE TIE BEAM. (2) #5 BOTTOM & SIGNED /SEALED DRAWINGS REFER TO PRE ENGINEERED MTL —REFER TO PRE ENGINEERED MTL TOP CONTINUOUS. (5) #3 - ♦ BUILDING ROOF & CANOPY STRUCTURE BUILDING ROOF & CANOPY STRUCTURE STIRRUPS 12" O.0 AT EACH _ / SIGNED /SEALED DRAWINGS SIGNED /SEALED DRAWINGS CORNER, 48 O.C. ELSEWHERE #5 @ 48" O.C. CONTINUOUS REINFORCEMENT. A4 REFER TO PRE ENGINEERED MTL A3 FULLY GROUT REINFORCED CORES S-101 BUILDING ROOF & CANOPY STRUCTURE S-101 SIGNED /SEALED DRAWINGS CONTINUOUS 9 GA. DUR-O-WAL GALVANIZED ING WYT TRU TYP EINF CE T (0 b AP OVE EQU @ 1 O.C. RTIC LY TIE BEAM. (2) #5 BOTTOM & TIE BEAM. (2) #5 BOTTOM & #6 @ 48" O.C. STANDARD 8"x 8"x 16" CMU WITH RUNNING BOND SEE SIGNED & SEALED TOP CONTINUOUS. (5) #3 TOP CONTINUOUS.(5) #3 FOUNDATION PLAN BY STIRRUPS 12' O.0 AT EACH STIRRUPS 12" O.0 AT EACH " " 11 CONSTRUCTION ENGINEERING CORNER, 48" O.C. ELSEWHERE CONTINUOUS 9 GA, DUR-O-WAL CORNER,48' O.C. ELSEWHERE PROVIDE 4 x 8 WEEP HOLES THRU MASONRY @ 48 GROUP FOR CANOPY SLAB GALVANIZED SINGLE WYTHE TRUSS O.C. AT LOCATIONS BETWEEN REINFORCED CORES #5 @ 48" O.C. CONTINUOUS TYPE REINFORCEMENT (OR APPROVED #5 @ 48" O.C. CONTINUOUS j #6 @ 8" O.C. , . REINFORCEMENT. FULLY EQUAL) @ 16" O.C. VERTICALLY REINFORCEMENT. FULLY 4 x 4 - W4.1 x W4.1 WWR GROUT REINFORCED CORES GROUT REINFORCED CORES 21 /�" • 21 (11 (3) #6 CONTINUOUS 'V -V CONTINUOUS 9 GA. DUR-0-WAL GALVANIZED SINGLE WYTHE TRUSS TYPE REINFORCEMENT (OR APPROVED 1T-8" EQUAL) @ 16" O.C. VERTICALLY Al CHEMICAL STORAGE BUILDING SECTION SCALE. 3l8 _ 1-0 A4 A3 JOIST TO WALL CONNECTION kJC01ST TO WALL CONNECTION NOT TO SCALE TO SCALE REV. NO DATE DESCRIPTION: EOR JOB NO: REVISIONS: GOLF COURSE STORAGE BUILDING � ARCHITECT OF RECORD CHEMICAL BUILDING .� - 1 9/2/16 RFAFAT 7 �• DRAWN: FLOOR OOR PLANS & DETAILS ARCHITECT. ,. SEBASTIAN MUNICIPAL AIRPORT AMERICAN INFRASTRUCTURE RFA Architect & associates, Inc DESIGN: SEBASTIAN, FLORIDA 1808 Pierce Drive, Lak@ worth, FL 3 LETTER MOD.#: INP -061-68172-19 DEVELOPMENT, INC. (561) 540-5240 voice / (661) 585-0534 l Z (�� CHECKED: sw101 SJRWMD LE Florida Certificate of (954) 309-9776 cell ,-\IPARPORTFDOT FIN: 429695-1-94-01 Authorization No.: 28731 rfa.arch@gmail.com RYAN A. FORNEY M N FDOT PROJECT: PF 9007956 FL. LIC. #AA 6000531 AR 0017384 DATE: 10 AUG. 201 GROUT SOLID AND TRUSS TYPE REINF FULL HEIGHT IN r REINFORCE WITH (1) #5 AT PREFORMED CORNER GROUT FILLED CORE BOTH SIDES OF JOINT REINFORCING TO MATCH TYPICAL JOINT REINFORCING BUILDING PAPER GROUT SOLID SEALANT AND BACKER ROD DUR-O-WALL TRUSS TRI -ROD EXTRA (NO. 8) - 3116 - SIDE RODS WITH #9 CROSS RODS. TERMINATE AT CONTROL JOINT #5 @ 48' O.C. (MAX) CONC BLOCK (TYP) IZA DUR-O-WALL TRUSS TRI -ROD EXTRA BAR POSITIONERS (NO. 8) - 3/16 - SIDE RODS WITH #9 @ 6'-0" VERT CROSS RODS. START REINFORCING CENTERS (TYP} IN FIRST MORTAR BED ABOVE CONCRETE AND CONTINUE EVERY OTHER COURSE (16' O.C.) EQUAL ml w l w ' a EQUAL OPENNING 'v CONCRETE ROUNDED TOP, 112" CROWN 6" EXTRA HEAVY STEEL PIPE FILLED WITH CONCRETE FULL LENGTH OP PIPE. SHOP PRIMED, 2 COATS GLOSS ! ! ENAMEL OSHA SAFETY YELLOW r FINISHED GRADE III la �— 4,000 PSI CONCRETE 4" C1 TYPICAL CONTROL JOINT DETAIL C2 TYPICAL WALL CORNER AND JAMB REINFORCING C3 TYPICAL BOLLARD DETAIL C4 NOT TO SCALE NOT TO SCALE NOT TO SCALE BOND BEAM, HORIZONTAL TOP OF WALL 2 BARS ABOVE BAR CONTINUOUS THRU JT. OR FLOOR LINE DOORMINDOW LINTEL 8"x8'x3/8"x7" L BENT PLATE MINIMUM (2)112" x 13J4" PRECAST CONCRETE LINTEL SCHEDULEBOLTS PER PURLIN CLIPS CLEAR OPENING SIZE 7" BOLT TYPE A325 BIN 6-8" SF16-113/1T 518" HOLE _--------- CL CL vi 318" GUSSET � 518" HOLE 4x4 BOLT PATI. CTC / FIELD 8" 8" 8" v PLACED --------- CL ---- - --- CMU 3/8" GUSSET --�-- --�-- — CL Z4 r x Z4" RA.LY GRaOUT REWOtCEO CE31S t�. GIT CORNER BAR AT z —4��L1 f INTERSECTION NOTES: MATCH VERTICAL (SEE S-501) 1. BOND BEAMS AT ROOF, CEILING AND FLOOR PLANKS REINFORCEMENT SHALL BE CONTINUOUS THRU CONTROL JOINTS. 2. SIZE OF VERTICAL AND HORIZONTAL BARS TO MATCH WALL VERTICAL AND HORIZONTAL BARS, MIN. #5 BARS. an, v� 3 N O I Cn U Z _J m W C.7 Q O 1— J Q _U W 2 U TYPICAL CMU WALL REINFORCING LAYOUT NOT TO SCALE DATE 912116 REVISIONS: DESCRIPTION: EOR RFA ONE (1) #5 @ EACH SIDE OF OPENING, FULLY GROUT REINFORCED CORE$ LINTEL DETAIL AND SCHEDULE NOT TO SCALE YLNICIPAL AIRPORT INFORCE PER JFACTURER'S :CIFICATIONS ,xI:Z•11A CAST -CRETE PRECAST LINTEL. SEE LINTEL SCHEDULE ABOVE 8" B3 IWALL CORNER REINFORCING DETAIL B4 NOT TO SCALE GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MODE IND -061-68172-19 FDOT FIN: 429e95-1-94-01 ' FDOT PROJECT: PFL0007956 .'AA■ AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 PURLIN DETAIL NOT TO SCALE ARCHITECT OF RECORD A __Aa„CH rCA-, ASSpFii(tf,.l Mf.-RILT.•f ' Y. 1MM.NC ' "•M"1..."Mfl RFA Architect & Associates, 1808 Pierce Drive, Lake Worth, FL (561) 540-5240 vo4'be / (561) 585-0! (954) 3W9776 cell rfa.archugmail.com FL. LIC. #AA 26000531 3' NELSON STU 3" OC CL CL CL JOB NO: I - Z Q H DESIGN: N Q m W V) a ry w CHECKED: REV. NO Q b 1 O 0 0 10 AUG. 201 r-�iw r2 j O U o N � N N TYPICAL CMU WALL REINFORCING LAYOUT NOT TO SCALE DATE 912116 REVISIONS: DESCRIPTION: EOR RFA ONE (1) #5 @ EACH SIDE OF OPENING, FULLY GROUT REINFORCED CORE$ LINTEL DETAIL AND SCHEDULE NOT TO SCALE YLNICIPAL AIRPORT INFORCE PER JFACTURER'S :CIFICATIONS ,xI:Z•11A CAST -CRETE PRECAST LINTEL. SEE LINTEL SCHEDULE ABOVE 8" B3 IWALL CORNER REINFORCING DETAIL B4 NOT TO SCALE GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MODE IND -061-68172-19 FDOT FIN: 429e95-1-94-01 ' FDOT PROJECT: PFL0007956 .'AA■ AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 PURLIN DETAIL NOT TO SCALE ARCHITECT OF RECORD A __Aa„CH rCA-, ASSpFii(tf,.l Mf.-RILT.•f ' Y. 1MM.NC ' "•M"1..."Mfl RFA Architect & Associates, 1808 Pierce Drive, Lake Worth, FL (561) 540-5240 vo4'be / (561) 585-0! (954) 3W9776 cell rfa.archugmail.com FL. LIC. #AA 26000531 3' NELSON STU 3" OC CL CL CL JOB NO: I - 1 DETAILS S-1 02 DRAWN: DESIGN: CHECKED: RYAN A. FORNEY AR 0017384 DATE: 10 AUG. 201 1 DETAILS S-1 02 T) N 0 N N a 00 GENERAL NOTES: 1.) MOUNT ALL ACCT �SORIES WITH FASTENERS & ANCHORS AS RECOMMENDED Bd i HE MANUFACTURER, 2,) MOUNT ALL ACCr,)SORIES AT ADA ACCESSIBLE HEIGHTS & LOCATIONS AS RE-' 4MENDED BY THE MANUFACTURER. 3.) ALL PIPING BELOW ALL SINKS TO BE COVERED WITH ACCESSIBILITY APPROVED INSULATION WITH PVC (WHITE) COVERS. USE PRODUCTS BY "TRU-BRO" OR APPROVED EQUIVALENT. I -- 0 M Z C%j g SOAP DISPENSER F -I PAPER L J TOWEL DISPENSER INSULATE INSULATE ALL EXPOSED PIPING TO MEET ADA ACCESSIBILITY H'EQUIREMENTS. USE PIPE ('OVERS BY TRU-BRO OR QUIVALENT PLAN NORTH 12'-0" 5'-22" I I I I I I I I I DOOR NO. ROOM NO. FRAME I I I I i I i i i I -----------0 0----------- O 0------------ O O-----------0 0----------- I °.._I 091 ® ® ® ® ® ®o PLAN NORTH cl ACCESSORY MOUNTING DIMENSIONSC2 ENLARGED R STROOM 0 112 4' C3 CHEMI AL STORAGE BUILDING FLOOR PLAN 0 4' 8' 16' NOT TO SCALE - SCALE: 1/2" =1'-0" SCALE: 1/8"4 1'-0" R-11 FIBERGLASS BATT INSULATION PANEL R-30 BATTS FIBERGLASS 3-5/8" 25 GA. METAL STUDS 12" ABOVE CEILING 2'X 4' LAY IN ACOUSTIC CEILING 5/8" GWB BOTH SIDES, PAINT WALL PURLIN 6" VINYL BASE, TYP BOTH SIDES FLOOR FINISH 3" I, 4" Ii Ii BOLTS COL'S A & B TO COL. "B" OPP LAYOUT VG SEE A74.01 3-5/8" x 25 GA. METAL STUDS 5/8" GWB, PAINT (PROVIDE AT BOTH SIDES WHERE REQUIRED) FOIL FACED BATT INSULATION a PERIMETER W440L BASE (BOTH SIDES WHERE REQUIRED) SEALANT SCHEDULED FLOOR FINISH 2" 01 AS SCH AS SGH AS SCH CV U un ¢ Q 1 SF OCD FRAME TYPES B3 DOOR AND FRAME TYPES SCALE: NOT TO SCALE TYPES: SF - SINGLE FLUSH OCD - OVERHEAD COILING DOOR DOOR SCHEDULE DOOR NO. ROOM NO. FRAME HARDWARE SET FIRE RATING NOTES TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH 101 101 OCD 12'-0" 12'-0" STL - - STL PT - - RELOCATED 102 102 SF 3'-0" 7'-0" HM PT 1 HM PT 77 103 103 SF 3'-0" 7'-0" HM PT 1 HM PT - - 104 WO -T US D HM: HOLLOW METAL STL: STEEL PT: PAINT 2 z Al WALL TYPE 1A2 WALL TYPE 2 WALL TYPE 3 NOT USED A3 DOOR SCHEDULE SCALE: NOT TO SCALE SCALE: NOT TO SCALE S ALE: OT SC E SCALE: NOT TO SCALE REVISIONS: REV. NO DATE DESCRIPTION: REV. 1 5/18/16 REVISED OFFICE 102, RESTROOM 103 & BREAKROOM 104 REV. 2 8/29/16 -- r MUf° CIPAL AIRPORT GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FALORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 F DOT FIN: 429695-1-94-01 FDOT PROJECT: F 1-0007956 ,dgoA■ AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 ARCHITECT OF RECORD AA RFA Architect Associates, Inc. 1808 Pierce Drive, i ake Worth, FL 33 (561) 540-5240 voico / (561) 585-050� (954) 309-9776 cell rfa.arch@.,,gmail.com FL. LIC. #/vA 26000531 /`\ 'DESIGN: Cy /I �� CHECKED: I A-101 RYAN A. FORNEYI DATE: t 6 MAY, 2016 AR 0017384 Z V M w ¢ U_ REV. NO Q w 1 U C1 ICHEMICAL STORAGE BUILDING FLOOR PLAN SCALE: 1/8" =1'-0" TOP OF WALL 9'-4" CHEMICAL STORAGE EXTERIOR ELEVATION BSCALE: 1/r =1'-0" K11i1 ROOM NO. PLAN NORTH 0 4' 8' 16' 0 4' 8' 16' �� CHEMICAL STORAGE EXTERIOR ELEVATION SCALE: 1/8" =1'-0" DOOR SCHEDULE FRAME TYPE I WIDTH I HEIGHT I MATERIAL I FINISH Al DOOR SCHEDULE SCALE: NOT TO SCALE REVISIONS: DATE DESCRIPTION: 9/2/16L - - METAL EOR RFA TYPE I MATERIAL I FINISH 2 1 HARDWARE I FIRE SET RATING MUNICIPAL AIRPORT NOTES The following review is based upon the 2010 version of the Florida Building Code and the Florida Fire Prevention Code (references to which are listed in parenthesis). BUILDING CODE A. Chapter 3 - Use and Occupancy Classification 1. Occupancy: 31 1.Z Moderate -Hazard Storage, Group S-1 (1: 6.13 - Storage Occupancy) B. Chapter 6 - Types of Construction 1. Table 601- Fire -Resistance Rating Requirements for Building Elements, Type 2B • Structural Frame: FCAL 8" CMU 0 hour STORAGE 201 0 hour C1 ICHEMICAL STORAGE BUILDING FLOOR PLAN SCALE: 1/8" =1'-0" TOP OF WALL 9'-4" CHEMICAL STORAGE EXTERIOR ELEVATION BSCALE: 1/r =1'-0" K11i1 ROOM NO. PLAN NORTH 0 4' 8' 16' 0 4' 8' 16' �� CHEMICAL STORAGE EXTERIOR ELEVATION SCALE: 1/8" =1'-0" DOOR SCHEDULE FRAME TYPE I WIDTH I HEIGHT I MATERIAL I FINISH Al DOOR SCHEDULE SCALE: NOT TO SCALE REVISIONS: DATE DESCRIPTION: 9/2/16L - - METAL EOR RFA TYPE I MATERIAL I FINISH 2 1 HARDWARE I FIRE SET RATING MUNICIPAL AIRPORT NOTES The following review is based upon the 2010 version of the Florida Building Code and the Florida Fire Prevention Code (references to which are listed in parenthesis). BUILDING CODE A. Chapter 3 - Use and Occupancy Classification 1. Occupancy: 31 1.Z Moderate -Hazard Storage, Group S-1 (1: 6.13 - Storage Occupancy) B. Chapter 6 - Types of Construction 1. Table 601- Fire -Resistance Rating Requirements for Building Elements, Type 2B • Structural Frame: 0 hour • Bearing Walls 0 hour • Non -Bearing Walls 0 hour • Floor Construction: 0 hour • Roof Constnxdon: 0 hour 2. Table 602 - Fire -Resistance Rating Requirements for Exterior Walls • Separation Distance >30 = no rating required and no limit on opening sizes, C. Chapter 5 - General Building Heights and Areas 1. Table 503, Allowable Height and Building Areas Allowed Provided Height (feet): 55 feet 16 feet Height (story): 2 stories 1 story Tabular Area: 17,500 SF 6,357 SF Note: Provided SF includes area under roof cover 2. Height and Area Modifications: Not Applicable 3. Section 508, Mixed Use and Occupancy (1:6.1.14): • Incidental Use Areas: Not Applicable • Non -separated Occupancies: Not Applicable • Separated Occupancies: Not Applicable D. Chapter 8 - Interior Finishes 1. Table 803.5, Interior Wall and Ceiling Finish Requirements o Exit enclosures and exit passageways: B o Corridors: B o Rooms and enclosed spaces: C 2. 804, Interior Floor Finish: Class II Materials E. Chapter 10 -Means of Egress 1. Table 1004.1.1, Occupant Load (1: Table 14.8.1.2): • S-1 Occupancy (Covered SF) 3,320 SF / 300 Gross =12 occupants 2. Table 1005.1, Egress Width Per Occupant (1: Table 14.8.3.1): • Other Components: .20 inchesloccupant = 2.4 inches 0 108 inches of door opening provided 3. Table 1015.1, Spaces with One Exit or Exit Access Doorway (1:14.9): • S = 29 Occupants. One exit required / 3 provided 4. Table 1016.1, Exit Access Travel Distance: • S-1, 200 feethapte Cr 9 - Fire Protectton Systems 0 4' 8' 16' 1. 903, Automatic Sprinkler Systerns (1:13.3.2.25.2): MEOW • Group S-1: Requirements listed are not exceeded, therefore no requirement, 2. 906, Portable Fire Extinguishers (1:13.6): • Extinguishers are required by occupancy designation • Shall be located In conspicuous locations; unobstructed and unobscured. Maximum travel distance to extinguishers shall be 75 feet. 3. 907, Fire Alarm and Detection Systems (1:13.7.2.22.2): • Group S-1: No requirements noted (requirements not exceeded) I. Chapter 29 - Plumbing Systems 1. 2902, Minimum Plumbing Facilities: Water Closets • Mate:1 per 100 =1 required • Female: l per 100 =1 required Lavatories Male:1 per 100 =1 required Female;1 per 100 =1 required Drinking Fountain 1 per 1,000 =1 requireD (Not required for an occupancy of less than 15 = 0 required) Service Sink -1 required ENERGY CODE J. Chapter 3 - Cfirnate Zones 1. Table 301.1, Climate Zones by County: Brevard County= Climate Zone 2A K. Chapter 5 - Commercial Energy Efficiency 2. Table 502.2(1), Building Envelope Requirements: • Roofs: R-40 • Walls, above grade: R-30 • Opaque Doors: 0 Swinging = U-.70 0 Non -swinging = U-1.45 • Windows: U-.45 A4k�ODE SUMMARY ALE: NOT TO SCALE BUILDING ARCHITECT OF RECORD JOB NO: - CODE SUMMARY, FLOOR Pt GOLF COURSE STORAGE �MAAL EXTERIOR ELEVATIONS AT �� DRAWN: & DOOR SCHEDULE SEBASTIAN MUNICIPAL AIRPORT AMERICAN ARC'' INFRASTRUCTURE RFA Architect & Associates, Inc DESIGN: SEBASTIAN, , FLORIDA 1808 Pierce Driv@, Lake Worth, FL 3 0 / A=101 DEVELOPMENT, INC. (561) 540-5240 woice / (561) 585-05 "/ 2 r 115, G CHECKED: #: IND -061-68172-19 Florida Certificate of SJRWMD LETTER MOO* (954) X09-9776 cell RYAN A. FORNEY FDOT FIN: 42x695-1-94-01 Authorization No.: 28731 rfa•arsh@gmail.com DATE: 10 AUG. 201 FDOT PROJECT: PFL0007956 FL. LIC. #AA 26000531 AR 0017384 Z V M w ¢ U_ REV. NO Q w 1 U C1 ICHEMICAL STORAGE BUILDING FLOOR PLAN SCALE: 1/8" =1'-0" TOP OF WALL 9'-4" CHEMICAL STORAGE EXTERIOR ELEVATION BSCALE: 1/r =1'-0" K11i1 ROOM NO. PLAN NORTH 0 4' 8' 16' 0 4' 8' 16' �� CHEMICAL STORAGE EXTERIOR ELEVATION SCALE: 1/8" =1'-0" DOOR SCHEDULE FRAME TYPE I WIDTH I HEIGHT I MATERIAL I FINISH Al DOOR SCHEDULE SCALE: NOT TO SCALE REVISIONS: DATE DESCRIPTION: 9/2/16L - - METAL EOR RFA TYPE I MATERIAL I FINISH 2 1 HARDWARE I FIRE SET RATING MUNICIPAL AIRPORT NOTES The following review is based upon the 2010 version of the Florida Building Code and the Florida Fire Prevention Code (references to which are listed in parenthesis). BUILDING CODE A. Chapter 3 - Use and Occupancy Classification 1. Occupancy: 31 1.Z Moderate -Hazard Storage, Group S-1 (1: 6.13 - Storage Occupancy) B. Chapter 6 - Types of Construction 1. Table 601- Fire -Resistance Rating Requirements for Building Elements, Type 2B • Structural Frame: FCAL 8" CMU 0 hour STORAGE 201 0 hour C1 ICHEMICAL STORAGE BUILDING FLOOR PLAN SCALE: 1/8" =1'-0" TOP OF WALL 9'-4" CHEMICAL STORAGE EXTERIOR ELEVATION BSCALE: 1/r =1'-0" K11i1 ROOM NO. PLAN NORTH 0 4' 8' 16' 0 4' 8' 16' �� CHEMICAL STORAGE EXTERIOR ELEVATION SCALE: 1/8" =1'-0" DOOR SCHEDULE FRAME TYPE I WIDTH I HEIGHT I MATERIAL I FINISH Al DOOR SCHEDULE SCALE: NOT TO SCALE REVISIONS: DATE DESCRIPTION: 9/2/16L - - METAL EOR RFA TYPE I MATERIAL I FINISH 2 1 HARDWARE I FIRE SET RATING MUNICIPAL AIRPORT NOTES The following review is based upon the 2010 version of the Florida Building Code and the Florida Fire Prevention Code (references to which are listed in parenthesis). BUILDING CODE A. Chapter 3 - Use and Occupancy Classification 1. Occupancy: 31 1.Z Moderate -Hazard Storage, Group S-1 (1: 6.13 - Storage Occupancy) B. Chapter 6 - Types of Construction 1. Table 601- Fire -Resistance Rating Requirements for Building Elements, Type 2B • Structural Frame: 0 hour • Bearing Walls 0 hour • Non -Bearing Walls 0 hour • Floor Construction: 0 hour • Roof Constnxdon: 0 hour 2. Table 602 - Fire -Resistance Rating Requirements for Exterior Walls • Separation Distance >30 = no rating required and no limit on opening sizes, C. Chapter 5 - General Building Heights and Areas 1. Table 503, Allowable Height and Building Areas Allowed Provided Height (feet): 55 feet 16 feet Height (story): 2 stories 1 story Tabular Area: 17,500 SF 6,357 SF Note: Provided SF includes area under roof cover 2. Height and Area Modifications: Not Applicable 3. Section 508, Mixed Use and Occupancy (1:6.1.14): • Incidental Use Areas: Not Applicable • Non -separated Occupancies: Not Applicable • Separated Occupancies: Not Applicable D. Chapter 8 - Interior Finishes 1. Table 803.5, Interior Wall and Ceiling Finish Requirements o Exit enclosures and exit passageways: B o Corridors: B o Rooms and enclosed spaces: C 2. 804, Interior Floor Finish: Class II Materials E. Chapter 10 -Means of Egress 1. Table 1004.1.1, Occupant Load (1: Table 14.8.1.2): • S-1 Occupancy (Covered SF) 3,320 SF / 300 Gross =12 occupants 2. Table 1005.1, Egress Width Per Occupant (1: Table 14.8.3.1): • Other Components: .20 inchesloccupant = 2.4 inches 0 108 inches of door opening provided 3. Table 1015.1, Spaces with One Exit or Exit Access Doorway (1:14.9): • S = 29 Occupants. One exit required / 3 provided 4. Table 1016.1, Exit Access Travel Distance: • S-1, 200 feethapte Cr 9 - Fire Protectton Systems 0 4' 8' 16' 1. 903, Automatic Sprinkler Systerns (1:13.3.2.25.2): MEOW • Group S-1: Requirements listed are not exceeded, therefore no requirement, 2. 906, Portable Fire Extinguishers (1:13.6): • Extinguishers are required by occupancy designation • Shall be located In conspicuous locations; unobstructed and unobscured. Maximum travel distance to extinguishers shall be 75 feet. 3. 907, Fire Alarm and Detection Systems (1:13.7.2.22.2): • Group S-1: No requirements noted (requirements not exceeded) I. Chapter 29 - Plumbing Systems 1. 2902, Minimum Plumbing Facilities: Water Closets • Mate:1 per 100 =1 required • Female: l per 100 =1 required Lavatories Male:1 per 100 =1 required Female;1 per 100 =1 required Drinking Fountain 1 per 1,000 =1 requireD (Not required for an occupancy of less than 15 = 0 required) Service Sink -1 required ENERGY CODE J. Chapter 3 - Cfirnate Zones 1. Table 301.1, Climate Zones by County: Brevard County= Climate Zone 2A K. Chapter 5 - Commercial Energy Efficiency 2. Table 502.2(1), Building Envelope Requirements: • Roofs: R-40 • Walls, above grade: R-30 • Opaque Doors: 0 Swinging = U-.70 0 Non -swinging = U-1.45 • Windows: U-.45 A4k�ODE SUMMARY ALE: NOT TO SCALE BUILDING ARCHITECT OF RECORD JOB NO: - CODE SUMMARY, FLOOR Pt GOLF COURSE STORAGE �MAAL EXTERIOR ELEVATIONS AT �� DRAWN: & DOOR SCHEDULE SEBASTIAN MUNICIPAL AIRPORT AMERICAN ARC'' INFRASTRUCTURE RFA Architect & Associates, Inc DESIGN: SEBASTIAN, , FLORIDA 1808 Pierce Driv@, Lake Worth, FL 3 0 / A=101 DEVELOPMENT, INC. (561) 540-5240 woice / (561) 585-05 "/ 2 r 115, G CHECKED: #: IND -061-68172-19 Florida Certificate of SJRWMD LETTER MOO* (954) X09-9776 cell RYAN A. FORNEY FDOT FIN: 42x695-1-94-01 Authorization No.: 28731 rfa•arsh@gmail.com DATE: 10 AUG. 201 FDOT PROJECT: PFL0007956 FL. LIC. #AA 26000531 AR 0017384 Li LA - to L in HT1 o i I i I i LIGHTING PLAN 1 SCALE: 1/8"= V-1)" I I I I G O C. t7l 1 I I 0 REV. NO DATE 1. 05/18/1 REVISIONS: DESCRIPTION: KEY NOTES: O 1�PER SECTION C405.2.2.2- ALL ENCLOSED ROOMS BY WALLS, OR FLOOR TO CEILING PARTITIONS SHALL HAVE AT LEAST ONE CONTROL DEVICE TO INDEPENDENTLY CONTROL GENERAL LIGHTING. ALL OCCUPANCY SENSORS TO BE VACANCY MODE ONLY. EXCEPTION IS AN AREA WHERE IT WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS; SUCH AS THE CHEMICAL STORAGE ROOM, LIGHT CIRCUIT WIRED BACK TO TIME CLOCK PER FBC FIFTH EDITION (2014) gMOUNT FIXTURE AT 8'-0" AFF TO CENTER. Q MOUNT FIXTURE AT T-0" ABOVE TOP OF DOOR TO BOTTOM OF FIXTURE. CHEMICAL STORAGE 201 7,ti,s�i is \1 I`i-• 4i�`i li:' hTl LA�2 I e :•l • I�, r.l a ,;o p: '..� 6lO X • 14 11 I GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA 'AA■ AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 LIGHTILN7IG ECCONLTROL((SYMCBOELSLEGSyE�IND $" `HUBBELL LHMTS 1YG-COLORNTO BE SEORC YCH S SWITCH S, 3 -WAY SWITCH ®MULTI TECHNOLOGY OCCUPANCY SENSOR HUBBELL OMNI-OT-1000/UVPP POWER PACK ® INTERMATIC TIME CLOCK #ET70815CR ® OVERRIDE SWITCH THRU TIMECLOCK WP WEATHER PROOF DESIGN CRITERIA PROFESSIONAL N � IIIFORMICA & IIII ASSOCIATE& Consulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 C:ertlflcate #00008818 Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com G POWER ALLOWANCE NTERIOR LI;7TABLE MFG. VOLTS SIEMENS OR EQUAL 120/208V 304W TYPE PANEL LOAD CENTER "LA" QUWATTS PER FIXTURE TOTAL WATTS PER TYPE Q1 20 64 1280 PANEL RATING 400 POS 42 AMPS C A BUS KVA LOAD B C GOND. WIRE SIZE POLE AMPS CKT. BUS CKT. AMPS POLE WIC [OND. SIZE LOAD BUS KVA A e c 1.0 RESTROOM 101 RECEPTACLE 1/2" 12 1 20 1 2 20 1 12 1/2" 101 LIGHTING 2 0.6 1.0 101 RECEPTACLE 1/2" 12 1 20 3 4 20 1 12 1/2" 101 LIGHTING 2 0.6 0.8 CHEMICAL ST. RECEPT 1/2" 12 1 20 5 6 20 1 12 1/2" 101 LIGHTING 2 0,5 1.0 MAN. OFFICE-RESTM RECEPT 1/2" 12 1 20 7 8 20 1 12 1/2" EXTERIOR LTG -CHEM ST. 2 0.4 0.8 EXTERIOR RECEPT 1/2" 10 1 20 9 10 20 1 12 1(2" EXTERIOR LTG -STORAGE 2 0,7 0.8 EXTERIOR RECEPT. 1/2" 12 1 20 11 12 20 1 12 1/2" EXTERIOR LTG -STORAGE 2 0.7 2.6 OVERHEAD LIFT 4 3/4" 6 2 60 13 14 20 1 2" TI CK 2 0.4 2.6 " S S S S 15 2 1 2 1/ ELEPHOWE BOA 0.4 2.6 OVERHEAD LIFT 4 3/4" 6 2 60 17 18 15 2 12 1/2" WAHU 10&1B(WCU-1 1.0 2.6 S S S S 19 20 S S S S .0 2.6 OVERHEAD LIFT 4 3/4" 6 2 60 21 22 20 1 12 1/2" DRINKING FOUNTAIN 0.5 2.6 S S S S 23 20 1 12 1/2" EF -2 (STORAGE) 0,2 2.6 OVERHEAD LIFT 4 3/4" 6 2 60 25 26 - SPACE 2.6 S S S S 2 NW- - - " 1.0 BREAKROOM/CONT RECEPT 1/2" 12 1 20 29 30 - SPACE - - - - 31 32 - - - - " - - - - 33 34 - " - - - - 35 36 - - - - - - - 3738 - - - - " - - - - 39 40 - - - - .. - - - - 41 KVA OA 12.2 KVA 08 11.8 la 101.6 AMPS Ib 98.3 (21 RUNS 4 # 3/0's THWN FEEDER SIZE 1 # 3 GND Cu KVA OC 10.2 AMPS Ic 85.0 AMPS CONDUIT SIZE 2" (x2f 1. MAIN LUGS ONLY. 2 WIRED THRU TIME CLOCK TO COMPLY WITH FLORIDA BUILDING CODE 2010 - ENERGY CONVERSATION SECTION 505.2.2. 3 WAHU IS WIRED THRU WCU. 4 OPTIONAL FOR OVERHEAD LIFT. VERIFY WITH THE OWNER IF THEY WILL BE NEEDED. NOTIFY THE ENGINEER OF RECORD IF NOT BEING USED, VERIFY REQUIREMENTS IF THEY ARE BEING USED. MOUNT SURFACE MIN. A.I.C. 22.000 AMPS LA - to L in HT1 o i I i I i LIGHTING PLAN 1 SCALE: 1/8"= V-1)" I I I I G O C. t7l 1 I I 0 REV. NO DATE 1. 05/18/1 REVISIONS: DESCRIPTION: KEY NOTES: O 1�PER SECTION C405.2.2.2- ALL ENCLOSED ROOMS BY WALLS, OR FLOOR TO CEILING PARTITIONS SHALL HAVE AT LEAST ONE CONTROL DEVICE TO INDEPENDENTLY CONTROL GENERAL LIGHTING. ALL OCCUPANCY SENSORS TO BE VACANCY MODE ONLY. EXCEPTION IS AN AREA WHERE IT WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS; SUCH AS THE CHEMICAL STORAGE ROOM, LIGHT CIRCUIT WIRED BACK TO TIME CLOCK PER FBC FIFTH EDITION (2014) gMOUNT FIXTURE AT 8'-0" AFF TO CENTER. Q MOUNT FIXTURE AT T-0" ABOVE TOP OF DOOR TO BOTTOM OF FIXTURE. CHEMICAL STORAGE 201 7,ti,s�i is \1 I`i-• 4i�`i li:' hTl LA�2 I e :•l • I�, r.l a ,;o p: '..� 6lO X • 14 11 I GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA 'AA■ AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 LIGHTILN7IG ECCONLTROL((SYMCBOELSLEGSyE�IND $" `HUBBELL LHMTS 1YG-COLORNTO BE SEORC YCH S SWITCH S, 3 -WAY SWITCH ®MULTI TECHNOLOGY OCCUPANCY SENSOR HUBBELL OMNI-OT-1000/UVPP POWER PACK ® INTERMATIC TIME CLOCK #ET70815CR ® OVERRIDE SWITCH THRU TIMECLOCK WP WEATHER PROOF DESIGN CRITERIA PROFESSIONAL N � IIIFORMICA & IIII ASSOCIATE& Consulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 C:ertlflcate #00008818 Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com G POWER ALLOWANCE NTERIOR LI;7TABLE FBC-FIFTH EDITION (20105.5.2(2) -INTERIOR LTG POWER ALLOWANCE DENSITIEE SPACE -BY -SPACE METHOD. DESIGN: MCJ FIXTURE TYPE QUWATTS PER FIXTURE TOTAL WATTS PER TYPE A 20 64 1280 B 8 64 512 C 2 162 324 TOTAL TENANT WATTS USED 2116 TOTAL WATTS ALLOWED SPACE TOTAL SPACE SQ. FT. WATTS/SD. FT. ALLOWED TOTAL WATTS FOR SPACE STORAGE 2530 0.8 2024 MANAGER'S OFFICE 108 1.1 118.8 RESTROOM 44 1.0 44 BREAK/CON'F 545 1.3 708.5 CHEMICAL STORAGE 225 1.0 225 TOTAL TENANT WATTS ALLOWED 3120.3 JOB NO: 1 215076 DRAWN: KP/FG/AP DESIGN: MCJ CHECKED: R.F.F. DATE: 08/18/15 I LIGHTING NOTES I 1. ALL EXIT & EMERGENCY LIGHTS AND BATTERY PACKS IN FLUORESCENT FIXTURES TO BE WIRED AHEAD OF CONTROL SWITCH/OCCUPANCY SENSOR, 2. PROVIDE (6) SETS OF CUT -SHEETS FOR APPROVAL PRIOR TO PURCHASE, 3. COORDINATE EXACT LOCATION & MOUNTING HEIGHTS OF EXTERIOR FIXTURES PRIOR TO CONSTRUCTION. 4. ALL EMERGENCY LIGHT FIXTURES "EM" TO BE MOUNTED 12" BELOW CEILING LINE (TYP). 5. SEE LIGHTING FIXTURE SCHEDULE ON THIS SHEET, ROOF DECK BAR JOIST UNI-STRAT SUPPORT BOX 4" x 4" 1/4 " THREADED ROD FIXTURE MOUNTING NOTES: MOUNT 4"X4" "1" BOX, ONE FOR EACH FIXTURE. SECURE TO BOTTOM OF BAR JOIST MOUNT FIXTURE SO THAT BOTTOM OF FIXTURE IS AT .12'-0" ABOVE FINISHED FLOOR. REVISION 05AM6 PERIVII I SEI`• 0&1" NOTE: ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. LIGHTING PLAN E2.1 ri NO. LP—A222ST-1/2" x 12" SAFETY TIPPED ALUMINUM POINT. REFER TO LAYOUT AND GENERAL NOTE 19 " FOR LOCATI" NO. LP—A302-1/2" STAMPED ALUMINU ADHESIVE TYPE POINT BASE. SECURE IN PLACE WITH AN APPLICATION OF CHEM LINK M-1 STRUCTURAL SEALANT NORTH -�w ROOF PLAN LIGHTNING PROTECTION LAYOUT SCALE: 1/8" = 1'-0" [vv`17 ,m v 01 4 8 16 NO. LP—A100 ALUMINUM CABLE. COURSE CABLE TO THE NEAREST MAIN CON— DUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER. --� NO. LP—A540 ALUMINUM BONDING PLATE. SECURE WITH TWO NO. A927PO24 #12 x 3/4" STAINLESS STEEL TEK SCREWS. -- 0 D—A100 ALUMINUM CABLE. COURSE AS THE MAIN CONDUCTOR AND CIRCUIT WHERE REQUIRED SPLICER. NO. LP—A810 ALUMINUM ADHESIVE TYPE CABLE HOLDER. SECURE IN PLACE WITH AN APPLICATION OF CHEM LINK M-1 STRUCTURAL SEALANT. FASTEN CABLE 3'-0" O.C. MAX. NOTE: ROOFING CONTRACTOR SHALL FURNISH AND INSTALL APPROPRIATE BOOT AND/OR PITCH PAN FOR A PERMANENTLY WATER TIGHT SEAL. 1. PVC SLEEVE THRU—SLAB FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SEAL ENDS OF CONDUIT PERMANENTLY WATER TIGHT WITH M-1 STRUCTURAL SEALANT / 1/2" I.D. RIGID GALVANIZED CONDUIT. LENGTH AS REQUIRED BY ROOF THICKNESS TO EXTEND FROM BOTTOM OF ROOF DECK TO 8" ABOVE FINISHED ROOF. CONDUIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. `— NO. LP—A621 ALUMINUM TO ALUs ROOF CABLE CONNECTING ASSEMAINUM THRU— NO. LP—A100 ALUMINUM CABLE. FURNISHED WITH 1/2"0 x 12" ABLY, THREAD ROD. SEAL PENETRATIONI_L PERMANENTLY WATER TIGHT WITH NEOPRENE WASHER FURNISHED ! ASSEMBLY. VITH B THRU-ROOF SABLE TO STEEL CONN. NOT TO SCALE ..n i DnrenA oA_METALLIC BONDING ITH TWO NO. 3/4" STAINLESS STEEL NOTE: COURSE NO. LP—C120 COPPER TO ELECTRICAL SERVICE GROUND AND CONNECT. ROUTE CABLE IN 1" PVC CONDUIT, FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, IF REQUIRED. ONE CONNECTION REQUIRED PER SYSTEM. — LP—0510 CAST BRONZE TYPE CABLE SPLICER. NO. LP -0120 COPPER CABLE. COURSE CABLE BELOW GRADE TO GROUND ROD CONNECTION. REFER TO LAYOUT AND GENERAL NOTE 7 " FOR LOCATION. ROOF PLAN LIGHTNING PROTECTION LAYOUT SCALE: 1/8" = 1'-0" NO. LP—A100 ALUMINUM O NO. LP—A100 ALUMINUM CAB NO. LP—C790 STAMPED BRASS UNIVERSAL CABLE TO GROUND ROD CLAMP. NO. 611300-1/2" x 10'-0" COPPER— CLAD STEEL GROUND ROD. REFER TO LAYOUT AND GENERAL NOTE 7 FOR LOCATION. STEEL COLUMN GROUNDING CONN. C AT GRADE NOT TO SCALE Col NO. LP—A502 ALUMINUM PARALLEL COMBINATION CABLE SPLICER. NO. LP—A100 ALUMINUM CABLE. NO. LP—A858 CAST ALUMINUM PARALLEL COMBINATION CABLE SPLICER. NO. LP—A141 ALUMINUM SECONDARY BONDING WIRE. OEk ' • 110 ' z! • r 8" RADIUS MIN. LESS THAN 8" RADIUS 90' MIN. ACCEPTABLE REFER TO GENERAL OTE "4 8" RADIUS —� LESS THAN 90' NOT ACULPIA&LE 6K�" zD ► u lI • NO. LP—A100 ALUMINUM CABLE, U.L. LABELED, 24 ST., 14 GA., 102 LBS./1,000 FT., 98,640 CM. NO. LP—C120 COPPER CABLE, U.L. LABELED, — —_ — 29 ST., 17 GA., 192 LBS./ 1,000 FT., 59,450 CM. (#2 AWG). ME GENERAL INSTALLATION NOTES CURRENT U.L. LISTED TVSS/SPD ARE REQUIRED ON ALL SERVICE 1 ENTRANCES AND SHALL BE FURNISHED AND INSTALLED BY OTHERS. TELEPHONE AND/OR ELECTRICAL SERVICE ENTRANCE GROUNDS 2 SHALL BE INTERCONNECTED TO ONE LIGHTNING PROTECTION GROUND OR WATER PIPE. METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF SUCH AS; METAL FLASHING, GRAVEL STOPS, ROOF DRAINS, SOIL PIPE 3 VENTS, INSULATION VENTS, LOUVERS AND DOOR FRAMES SITUATED WITHIN 6'-0" OF A LIGHTNING CONDUCTOR OR BONDED METAL BODY SHALL BE INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM. NO BEND OF A CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE 4 OF LESS THAN 90' NOR SHALL HAVE A RADIUS OF BEND OF LESS THAN 8". CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL 5 FORM A TWO—WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. 6 ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3'-0" MAXIMUM SPACING. GROUND RODS SHALL BE DRIVEN TO A MINIMUM DEPTH % OF 10'-0" BELOW GRADE AND 2'-0" AWAY FROM FOUNDATION WALL. FOR SAKE OF CLARITY, WE HAVE NOT LABELED EACH INDIVIDUAL ITEM OF LIGHTNING PROTECTION MATERIALS ON THE ROOF PLAN. 8 WE HAVE SHOWN INSTALLATION DETAILS AND HAVE CALLED OUT EACH OF THESE DETAILS ON THE ROOF PLAN ONLY AT RANDOM LOCATIONS. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE 9 CORNERS AND LOCATED INTERMEDIATELY ON 20'-0" MAXIMUM SPACING AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2'-0" OF OUTSIDE EDGE. BOND ALL METALLIC PIPES INCLUDING WATER, FIRE, GAS, 10 SEWER, STORM, ETC. WHICH ENTER THE STRUCTURE TO THE NEAREST DOWNLEAD, GROUND ROD OR GROUND LOOP. BARE COPPER LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM ROOF OR SIDING OR OTHER ALUMINUM 11 SURFACES AND VICE VERSA, ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER ROOFING OR COPPER SIDING OR OTHER COPPER SURFACES. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A 12 NEAT AND INCONSPICUOUS MANNER SO THAT ALL COMPONENTS WILL BLEND IN WITH THE APPEARANCE OF THE BUILDING. 131 ACTUAL JOB—SITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. MIDROOF AIR TERMINALS SHALL BE PLACED ON 50'-0" 14 MAXIMUM SPACING. IF REQUIRED, ANY SACRIFICIAL ROOFING PADS, SHALL BE 15 FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. ALL ADHESIVE TYPE FITTINGS SHALL BE SET IN PLACE WITH AN 16 APPLICATION OF CHEM LINK M-1 STRUCTURAL SEALANT ON NON—BALISTED ROOFS. ALL CONDUIT, CONDUIT FASTENERS AND MISCELLANEOUS 17 ACCESSORIES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON 1 8 SHALL MEET THE REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION STANDARD #780, CURRENT EDITION WHEN REQUIRED BY SPECIFICATION. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON 19 SHALL MEET THE REQUIREMENTS OF UNDERWRITERS LABORATORIES STANDARD #96A, CURRENT EDITION WHEN REQUIRED BY SPECIFICATION. THE LIGHTNING PROTECTION INSTALLATION SHALL COMPLY IN ALL RESPECTS TO THE LIGHTNING PROTECTION INSTITUTE STANDARD 20 175 WHEN REQUIRED BY SPECIFICATION. THE INSTALLATION SHALL BE MADE BY OR UNDER THE SUPERVISION OF AN L.P.I. MASTER INSTALLER DESIGNER. THE DESIGN LAYOUT AND INSTALLATION SHOWN HEREON SHALL RECEIVE AN LPI 175 CERTIFICATION FROM THE LPI—IP (INSPECTION 21 PROGRAM) OR UL 96A MASTER LABEL CERTIFICATE WHEN REQUIRED 1BY SPECIFICATION, UPON COMPLETION OF THE PROJECT. EVALUATION: BF9 BRENT MARSHALL MASTER INSTALLER DESIGNER #1542 W Ww.LIGHTNING.ORG AO SIGNATURE 3-24-14 DATE LIGHTNING PROTECTION SYSTEM PROJECT' f =flf t1illull ilt INSTALLING MEMBER OF THE LIGHTNING PROTECTION INSTITUTE PHONE: 561-746-4336 FAX: 561-747-8233 JQQ 5DWN.BY ANUFACTURER T L ERITECH UGM NTNG PROTECTION PRODUCTS L.P.I. — MEMBER— U.L.P.A. PHONE: 1-800-677-9089 E—MAIL: eritechlp®erlco.com 34600 SOLON ROAD SOLON OHIO 441: NTRACTOR: ERNS 7 2)CONSTRUCTI985-5015 FAX: (ON 985 0PHON NE.l7USTRIAL AVENUE, SUITE722) 209-7700 . PIERCE, FLORIDA 34946 8-25-16 SCALE AS SHOWN SHEET NO. dBffy 1 -OF- REVISIONS 1 L:\Shared Files\Bonded Projects\Jobs 2016\Sebasti<n Municipal Airport Golf Course Storage Building\Submittals\Shop drawings\BL-16323.dwg Aug 25 2016 01:44pm LEGEND • AIR TERMINAL LOCATION ❑ THRU—ROOF LOCATION STEEL FRAME BOND GROUND ROD LOCATION NO. LP—A100 ALUMINUM CABLE, U.L. LABELED, 24 ST., 14 GA., 102 LBS./1,000 FT., 98,640 CM. NO. LP—C120 COPPER CABLE, U.L. LABELED, — —_ — 29 ST., 17 GA., 192 LBS./ 1,000 FT., 59,450 CM. (#2 AWG). ME GENERAL INSTALLATION NOTES CURRENT U.L. LISTED TVSS/SPD ARE REQUIRED ON ALL SERVICE 1 ENTRANCES AND SHALL BE FURNISHED AND INSTALLED BY OTHERS. TELEPHONE AND/OR ELECTRICAL SERVICE ENTRANCE GROUNDS 2 SHALL BE INTERCONNECTED TO ONE LIGHTNING PROTECTION GROUND OR WATER PIPE. METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF SUCH AS; METAL FLASHING, GRAVEL STOPS, ROOF DRAINS, SOIL PIPE 3 VENTS, INSULATION VENTS, LOUVERS AND DOOR FRAMES SITUATED WITHIN 6'-0" OF A LIGHTNING CONDUCTOR OR BONDED METAL BODY SHALL BE INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM. NO BEND OF A CONDUCTOR SHALL FORM A FINAL INCLUDED ANGLE 4 OF LESS THAN 90' NOR SHALL HAVE A RADIUS OF BEND OF LESS THAN 8". CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL 5 FORM A TWO—WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. 6 ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3'-0" MAXIMUM SPACING. GROUND RODS SHALL BE DRIVEN TO A MINIMUM DEPTH % OF 10'-0" BELOW GRADE AND 2'-0" AWAY FROM FOUNDATION WALL. FOR SAKE OF CLARITY, WE HAVE NOT LABELED EACH INDIVIDUAL ITEM OF LIGHTNING PROTECTION MATERIALS ON THE ROOF PLAN. 8 WE HAVE SHOWN INSTALLATION DETAILS AND HAVE CALLED OUT EACH OF THESE DETAILS ON THE ROOF PLAN ONLY AT RANDOM LOCATIONS. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE 9 CORNERS AND LOCATED INTERMEDIATELY ON 20'-0" MAXIMUM SPACING AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2'-0" OF OUTSIDE EDGE. BOND ALL METALLIC PIPES INCLUDING WATER, FIRE, GAS, 10 SEWER, STORM, ETC. WHICH ENTER THE STRUCTURE TO THE NEAREST DOWNLEAD, GROUND ROD OR GROUND LOOP. BARE COPPER LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM ROOF OR SIDING OR OTHER ALUMINUM 11 SURFACES AND VICE VERSA, ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER ROOFING OR COPPER SIDING OR OTHER COPPER SURFACES. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A 12 NEAT AND INCONSPICUOUS MANNER SO THAT ALL COMPONENTS WILL BLEND IN WITH THE APPEARANCE OF THE BUILDING. 131 ACTUAL JOB—SITE CONDITIONS MAY NECESSITATE SLIGHT ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. MIDROOF AIR TERMINALS SHALL BE PLACED ON 50'-0" 14 MAXIMUM SPACING. IF REQUIRED, ANY SACRIFICIAL ROOFING PADS, SHALL BE 15 FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. ALL ADHESIVE TYPE FITTINGS SHALL BE SET IN PLACE WITH AN 16 APPLICATION OF CHEM LINK M-1 STRUCTURAL SEALANT ON NON—BALISTED ROOFS. ALL CONDUIT, CONDUIT FASTENERS AND MISCELLANEOUS 17 ACCESSORIES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON 1 8 SHALL MEET THE REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION STANDARD #780, CURRENT EDITION WHEN REQUIRED BY SPECIFICATION. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON 19 SHALL MEET THE REQUIREMENTS OF UNDERWRITERS LABORATORIES STANDARD #96A, CURRENT EDITION WHEN REQUIRED BY SPECIFICATION. THE LIGHTNING PROTECTION INSTALLATION SHALL COMPLY IN ALL RESPECTS TO THE LIGHTNING PROTECTION INSTITUTE STANDARD 20 175 WHEN REQUIRED BY SPECIFICATION. THE INSTALLATION SHALL BE MADE BY OR UNDER THE SUPERVISION OF AN L.P.I. MASTER INSTALLER DESIGNER. THE DESIGN LAYOUT AND INSTALLATION SHOWN HEREON SHALL RECEIVE AN LPI 175 CERTIFICATION FROM THE LPI—IP (INSPECTION 21 PROGRAM) OR UL 96A MASTER LABEL CERTIFICATE WHEN REQUIRED 1BY SPECIFICATION, UPON COMPLETION OF THE PROJECT. EVALUATION: BF9 BRENT MARSHALL MASTER INSTALLER DESIGNER #1542 W Ww.LIGHTNING.ORG AO SIGNATURE 3-24-14 DATE LIGHTNING PROTECTION SYSTEM PROJECT' f =flf t1illull ilt INSTALLING MEMBER OF THE LIGHTNING PROTECTION INSTITUTE PHONE: 561-746-4336 FAX: 561-747-8233 JQQ 5DWN.BY ANUFACTURER T L ERITECH UGM NTNG PROTECTION PRODUCTS L.P.I. — MEMBER— U.L.P.A. PHONE: 1-800-677-9089 E—MAIL: eritechlp®erlco.com 34600 SOLON ROAD SOLON OHIO 441: NTRACTOR: ERNS 7 2)CONSTRUCTI985-5015 FAX: (ON 985 0PHON NE.l7USTRIAL AVENUE, SUITE722) 209-7700 . PIERCE, FLORIDA 34946 8-25-16 SCALE AS SHOWN SHEET NO. dBffy 1 -OF- REVISIONS 1 L:\Shared Files\Bonded Projects\Jobs 2016\Sebasti<n Municipal Airport Golf Course Storage Building\Submittals\Shop drawings\BL-16323.dwg Aug 25 2016 01:44pm R ELECTRICAL SERVICE NOTES: EXTERIOR INTERIOR 1. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL: a) VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO CONSTRUCTION NEMA 3R -ENC b) COORDINATE THE ELECTRICAL SERVICE WITH THE FP&L REPRESENTATIVE d NOTIFY THE ENGINEER OF ANY CHANGES W i�iquli/u z c REQUIRED TO COMPLETE NEW CONSTRUCTION. ,TER THWN U A 2. NEW ELECTRICAL SERVICE EQUIPMENT SHALL MATCH EXISTING A.I.C. RATING. M F 3p5/N 3,4W 3. ALL SERVICE ENTRANCE CONDUIT TO BE I E.M.T. (1) RUN IN 31/2' C W/ 4 #600 MCM THWN CU 1--lV.RuNSIN 2"C GRADE 1 i 1/0 CU BOND TO C.W.P. i # 1/0 1 i 1/0 BOND TO FOOTER STEEL 5/8"0'10FT GND ROO RISER I ELECTRICAL POWER RISER NOT TO SCALE NO. 1 ELECTRICAL SYMBOL LEGEND 1� qy 110V RECEPTACLE MCJ QUAD-PLEX RECEPTACLE JI 8 WP WATER PROOF RECEPTACLE 8GFI GROUND FAULT CIRCUIT INTERRUPTER ® 210V RECEPTACLE JO JUNCTION BOX e TELEPHONE/DATA PORT C� FUSE DISCONNECT # POLES FRAME SIZE (NEMA ENCLOSURE) FUSE SIZE ELECTRICAL CIRCUIT BREAKER # POLES - BREAKER SIZE (NEMA ENC) D ELECTRICAL PANEL EF EXHAUST FAN TELEPHONE BOARD ® THERMOSTAT A.F.F. ABOVE FINISHED FLOOR NOTE: ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT ** PROVIDE 3/4"C WITH PULL WIRE. STUB ABOVE CEILING. NOTE: ABOVETFINISHEARE OOR UNLESS OTTHERWISE NOTED. SWITCHES ARE TO BE MOUNTED AT 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. WP/GFI � c 0 � P � 7 -p - - - - - - - - - - - n i/ r WAHU-1 i •�, I LA -25,27 I J WIRED THRU �% I�• i P/Gf WCU-1 `• " - -• j LA -1 �• ! / A I MANAGERS OFFICE RM 102 •.� LA -21,23 LA -18\ TCY .. _. �� WCU LA -7 I 20 T � .... .... - -y- ` ` �.�•�•�•-.-._._._._._._.- I �/GFI i 2P 153 RESfROOM'\ ) ' �el M 103 H �\ LA -T 3D�S/N 1 •' - FI LA -22 STORAGE MAIN 400 ELECTRICAL r 1j `'� '�/ t01 f SEE RIR 1 `�• LA�161 ON THIS SHT. I . L� \ TELEPH. BOARD NOTE: 4111111 �' \ �.� ` b \ UNLESS OTHERWISE NOTED, ALL \ i AHU-1 TIME CLOCK RECEPTACLES IN STORAGE 101 WP/GFI WPRED THRU LA -14 TO BE MOUNTED .24" \ LA -9 CU -1 j PLl4 j Av-H % LA -29 BREAKROOM/CONFERENCE -- RM 104 i LA -24 J / LA -13,15 i i/ LA -17,19 !� MOUNT .2 FT - _ ................. ABOVE DOOR I T WP/GFI C LA -11 � V o 8WP/GFL LA -9 I I 1 =LST�O!RAGEM POWER PLAN ii T T T T I TI n REVISIONS: REV. NO DATE DESCRIPTION: 1. 05/26/16 MEP REVISION MUNICIPAL AIRPORT 2'x 2'x3/4" PLYWOOD TELEPHONE BOARD (PAINT BLACK) LA -16 4 EMPTY 11/2" PVC CONDUIT WITH PULLSTRINGS TO MAIN TELEBOARD PROVIDE EMPTY 3/4" EMT CONDUIT WITH PULL WIRE TO EACH TELEPHONE JACK OR USE PLENUM RATED WIRE. #6 GND TIED TO SERVICE ENTRANCE GROUND DETAIL I TELEPHONE BOARD NOT TO NO.1 DETAIL SCALE CHEMICAL STOI II 201 i WP/GFI (1) 3/4" CONDUIT - TO ABOVE CEILING TELE/DATA LINES TO BE PLENUM RATED IF NOT INSTALLED IN CONDUIT ABOVE CEILING. TELEPHONE OUTLET TO BE RJll JACK DATA OUTLET TO BE RJ45 JACK DETAIL I DATA/TELEPHONE I NOT TO NO.2 OUTLET SCALE LOW VOLTAGE NOTE CONTRACTOR TO COORDINATE LOCATION AND REQUIREMENTS OF ALL LOW VOLTAGE WIRING AND TELEPHONE/DATA DEVICES PRIOR TO CONSTRUCTION. SEE DETAIL ON ON THIS SHEET, CHEMICAL STORAGE BLDG. POWER PLAN - SCALE: 1/8" =1'-0" CHEMICAL STORAGE BLDG. NOTE: ALL ELECTRICAL EQUIPMENTAND INSTALLATION TO COMPLY WITH NEC 2008 SECTION 502.10(B) CLASS II, DIVISION 11 AND WIRING METHODS MENTIONED IN CLASS 11, DIVISION I GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA ..jAIIIIIC • AMERICAN 1 NFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL FORMCA & A330CIATE& c.F Consulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 CertlBc al9 #00008818 Robert F. Formica, P.E. Lioarroe #19733 E -mad: bobr@brmkaengineering.com ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWING. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE W/FBC 2010 CHP. 27 AND NEC 2008, AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. 3. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN" INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONDUCTORS MUST COMPLY WITH ARTICLE 310 OF THE 2008 NEC. 4. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. MOTOR STARTERS SHALL BE INCLUDED FOR ALL MOTORS EXCEEDING 1 HP. 6. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 7. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED W ARTICLE 250, NATIONAL ELECTRICAL CODE. 8. ALL MATERIALS SHALL BE NEW AND SHALL BEAR U.L. LABELS WHERE APPLICABLE. 9. ALL WORK SHALL BE PERFORMED BY A LICENCED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR. 10. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY. MOTORS OVER 1 H.P. TO HAVE STARTERS AND HEATERS. 11. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. 12. SEE NOTES ON PLANS FOR OTHER REQUIREMENTS. 13. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS CALLED FOR ON PLANS, OR AS SELECTED BY OWNER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED. 16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 17. CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 18. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION 1. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAY (CONDUIT), WIRE INSTALLATON, CONNECTIONS ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR EQUIPMENT. 2. A/C / ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. 3. ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATION. 4. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 5. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC. JOB NO: 1 215076 DRAWN: KP/FG/AP DESIGN: MCJ CHECKED: R.F.F. DATE: 08/18/15 NOTE: ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. POWER PLAN E1.1 LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD, FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV. ELEVATION R RADIUS A DEL TA L LENGTH I.D. IDENTIFICATION SEC. SECTION TWP. TOWNSHIP RGE. RANGE CH. CHORD CHB. CHORD BEARING (C) CALCULATED (M) MEASURED (P) PLAT (D) DEED IR 1/2" IRON ROD IRC 1/2" IRON ROD AND CAP IP 3/4" IRON PIPE EP EDGE OF PAVEMENT P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DISK A/C AIR CONDITIONING PAD PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR • TYPE OF SURVEY. SPECIFIC PURPOSE. ABBREVIATIONS AND SYMBOLS _,9.9 EXISTING ELEVATION C\'/y BRICK PAVER SURFACE \ Z / • THIS SURVEY WAS DONE FOR THE SPECIFIC PURPOSE OF SHOWING THE FORMBOARD IN RELATION TO EXISTING CONDITIONS ONSITE. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY. • THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY. • VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. • ELEVATIONS OF WELL—IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE. 04-29-2016 • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 12061 CO111 H, DATED DECEMBER 4TH, 2012. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=20' OR SMALLER. Meammlip of Survey Ferfor ed For 0011001% IF ty of Sebastian CER TI FI ED TO 1) CITY OF SEBASTIAN 2) KERNS CONSTRUCTION AND PROPERTY MANAGEMENT BENCHMARK NOTE.• THE ELEVATIONSASSHOWN ON THISSURVEYARE RASED ONTHENORTHAME"CAN VERTICAL DATUMOF1988. THE P"JIARYRENCHMA" UTILIZED FOR THISSURVEYIS NGSJ227, ELEVATION2& 74: SITERENCHMA"ISASSHOWV s• � O OAF O v s• OJQp� s' O �O p P� 5TTTro - aF�' TT- 6'- s�F O 0 O � -pop Lc) 'It If �W 4 LU V3 z LU d V) OW \ � 141"Q z u Q [Y J p OAK CS SANITARY MANHOLE SIGN O PINE Cl--)') DRAINAGE MANHOLE LIGHT POLE OO WELL M MAIL OR PAPER BOX Q) PALM y HYDRANT it COMMUNICATIONS BOX SHRUB v `"V 0 CABLE TV BOX MAPLE X WATER VALVE 0 WATER METER 7hPOWER POLE CITRUS 5�o CLEANOUT t4L ELECTRIC BOX ELM C CATCH BASIN O z UTILITIES SIGN �w MONITORING WELL d- �� CURB INLET O � MISC. TREE Ruv sv SANITARY VALVE m N � � REUSE WATER VALVE o BLOW -OFF IRv (T) TELEPHONE MANHOLE N X IRRIGATION VALVE c � PULL BOX YARD DRAIN & POST WOOD OR STEEL G GAS VALVE _� PROPOSED DRAINAGE 0 CONCRETE POWER POLE 5EP7�� TANK co, N d FIRE DEPARTMENT CONNECTION_ TRANSFORMER PAD �i SEPTIC TANK L O_ 3119 STOP LIGHT = BACK FLOW PREVENTER TILE SURFACE Fly REUSE WATER METER "i` SPRINKLER HEAD O 9.9' PROPOSED ELEVATION �: CONCRETE SURFACE _,9.9 EXISTING ELEVATION C\'/y BRICK PAVER SURFACE \ Z / • THIS SURVEY WAS DONE FOR THE SPECIFIC PURPOSE OF SHOWING THE FORMBOARD IN RELATION TO EXISTING CONDITIONS ONSITE. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY. • THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY. • VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. • ELEVATIONS OF WELL—IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE. 04-29-2016 • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 12061 CO111 H, DATED DECEMBER 4TH, 2012. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=20' OR SMALLER. Meammlip of Survey Ferfor ed For 0011001% IF ty of Sebastian CER TI FI ED TO 1) CITY OF SEBASTIAN 2) KERNS CONSTRUCTION AND PROPERTY MANAGEMENT BENCHMARK NOTE.• THE ELEVATIONSASSHOWN ON THISSURVEYARE RASED ONTHENORTHAME"CAN VERTICAL DATUMOF1988. THE P"JIARYRENCHMA" UTILIZED FOR THISSURVEYIS NGSJ227, ELEVATION2& 74: SITERENCHMA"ISASSHOWV s• � O OAF O v s• OJQp� s' O �O p P� 5TTTro - aF�' TT- 6'- s�F O 0 O � -pop Lc) 'It If �W 4 LU V3 z LU d V) OW \ � 141"Q z u Q [Y J p 05/02/16 1 "=20' / SHEET NO. 1 OF 1 FILE NO. 7058 DRAWN BY JWP APPROVED BY DMT DRAWING NAME 7058. d wq O � W � Q) C) v m 0 S LU Q 0 O z CO V = O d- 1'�1 Q � O � L ®� m N � � o O or" N c � t L2 t OMS o CLW\ V i N �p ® co, N d (A w L O_ ®_ N O nv,J W cl- O O �C J 05/02/16 1 "=20' / SHEET NO. 1 OF 1 FILE NO. 7058 DRAWN BY JWP APPROVED BY DMT DRAWING NAME 7058. d wq s0 0 0�, v s• �Q�P° 6• ° ° EOle:2226 \ a \ s• 0 Map of Survey Performed For City of Sebastian 0 s• TO ASTIAN ;TRUCTION AND PROPERTY MANAGEMENT NOTE.• VSASSHO WNON-THIS SUR VEYAREBASED ON THENORTHAHBRIC,4N 7M OF 1988. THEPRIMARYBENCHM,4" UTILIZED FOR THISSURVEYIS ATION2& 74: SITE BENCHMARBISASSHOWN. REPORT OF SURVEY `° /° \ WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY ABBREVIATIONS AND SYMBOLS •TYPE OF SURVEY: SPECIFIC PURPOSE. *ELEVATIONS OF WELL -IDE AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION LB • THIS SURVEY WAS DONE FOR THE SPECIFIC PURPOSE OF SHOWING THE ACCURACY OF PLUS OR MINUS 0.10 FEET. LICENSED BUSINESS N FORMBOARD /N RELATION TO EXISTING CONDITIONS ONSITE. N0. NUMBER � OAK �s SANITARY MANHOLE -�- SIGN • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 5/23/16 R/W RIGHT OF WAY • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. CM 4X4 CONCRETE MONUMENT PINE \ DRAINAGE MANHOLE LIGHT POLE P. U. D. E. PUBLIC UTILITY AND DRAINAGE EASEMENT 4644 • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY FD. FOUND PALM @ WELL ® MAIL OR PAPER BOX 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS O.R.B. OFFICIAL RECORD BOOK PHONE (772) 564-8050 FAX (772) 794-0647 SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. P.R.M. PERMANENT REFERENCE MONUMENT SHRUB HYDRANT • COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT wV O CABLE TV BOX • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF BM BENCHMARK �Q WATER VALVE THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR F.F. FINISH FLOOR MAPLE ° -0--)POWER POLE MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT IMPROVEMENTS EXCEPT AS SHOWN. ELEV. ELEVATION o WATER METER OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS R RADIUS CITRUSCLEANOUT � ELECTRIC BOX PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" A DELTA PARTIES. PER FLOOD INSURANCE RATE MAP 12061 CO111 H, DATED DECEMBER 4TH, L LENGTH r ELM [ CATCH BASIN UTILITIES SIGN 2012 I.D. IDENTIFICATION B MONITORING WELL • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY SEC. SECTION ® CURB INLET MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES TWE. TOWNSHIP ` MISC. TREE Ruv sv RGE. RANGE X REUSE WATER VALVE SANITARY VALVE PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS ARE THE SAME. CH. CHORD BLOW -OFF R COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR CHB. CHORD BEARING \ IRRIGATION VALVE OT TELEPHONE MANHOLE THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE (C) CALCULATED P! PULL BOX ® POST WOOD OR STEEL THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. (M) MEASURED — 0 YARD DRAIN CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS (P) PLAT `V GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE FOUND TO MEET OR EXCEED THIS REQUIREMENT. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR (D) DEED N LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO IR 1/2" IRON ROD FP,°TANK FIRE DEPARTMENT SEPTIC TANK CONNECTION � TRANSFORMER PAD • HORIZONTAL FEATURE ACCURACY.• TOPOGRAPHIC: LAND FEATURES (SIGNS, THE LOCAL GOVERNMENTAL REGULATIONS. IRC 1/2" IRON ROD AND CAP �� STOP LIGHT BACK FLOW PREVENTER IP 3/4" IRON PIPE INLETS, VALVES, MAILBOXES, POWER POLES, DRIV_ WAYS, CULVERTS AND REUSE WATEF? METER SIMILAR FEATURES) HAVE A HORIZONTAL FEATUR,;_ • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=20' OR EP EDGE OF PAVEMENT TILE SURFACE �► SPRINKLER HEAD ACCURACY OF PLUS P.R.D. PLANNED RESIDENTIAL DEVELOPMENT OR MINUS 0.25 FEET. SMALLER. N.D. NAIL & DISK CONCRETE SURFACE AIC AIR CONDITIONING PAD 9.9' PROPOSED ELEVATION L—� • VERTICAL CONTROL ACCURACY. VERTICAL CONTROL AS ESTABLISHED FOR PIE SWIMMING POOL EQUIPMENT PAD THIS PROJECT SITE IS ACCURATE TO PLUS OR Mr'. P.L.S. PROFESSIONAL LICENSED SURVEYOR �g.g EXISTING ELEVATION lz BRICK PAVER SURFACE THE SQUARE ROOT OF THE DISTANCE IN MILES. `VUS 0.05 FEET TIMES P.S.M. PROFESSIONAL SURVEYOR &MAPPER R.L.S. REGISTERED LAND SURVEYOR E REFERENCE 7058.Ddf Z O 14" y C- m CO ¢ 0 05/02/16 1 "=20' SHEET NO. 1 OF 1 FILE NO. 7058 DRAWN BY JWP APPROVED BY DMT DRAWING NAME 7058. d wa T1 'QqEXISTING / / \•" FIRE HYDRANT EXISTING 0 Asbuilt 8" 908end / FDC Northing=1264674.4 East(ng=82046 2 Asbullt 8" 909end Northin 1264673.05 EXISTING East g-820465.78 WATER VALVES 2" JUMPER Asbuilt 8" Tapping 6• Sleeve and Valve O CO Northing=1264670.88 Easting=820470.23 ' c / Elev=t 7.9' Q�u\ \A� 6, �- DIRECTIONAL BORE AREA Existing Sanitary Sewer �� O Manhole s Map of Survey Performeci For City of Sebastian DIRECTIONAL BORE PROFILE 24.0' -- 24.0' 22.0' EXISTING - ---- - - -- EXISTING 22.0' w GRADE GRADE _ 20.0' - - - - - - _ 20.0' u Z 18.0' 18.0,2 16.0' - 16.0' r LU 14.0' 14.0'w w 12.0' w - - - -- 12.0, W 10.0' 16 - - - -- --- 10.0' 0' 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' DISTANCE IN FEET DISTANCE IN FEET ®Q�cl d ASA �� Asbuilt 8" HDPE with 8" Sleeve O Northing=1264567.40 Easting=820567.45 `E A lev=18.2' Northinsbuilt g=1264534.35 8" PVC Water Main STE BENCHMARK o IRCISET a LB 0644 41 ss Easting=820599.08 p.Ey-20.8r \ \ / Elev-17.5' Existing Sanitary war / G Manhole \ Asbuilt Sanitary Sewer \� Cleanout Asbuilt 8" PVC Water Main Northing=12645220.26 �,tp� North ing=1264506.57 Easting=820520.3 o <'Qr Easting=820632.82 Elev14.6' \ �\ '� Elev--18.5' O = �9/N I/S ��b \ \ \ < 0 PROPOSEDENTLTY Asbuilt 8" PVC Water Main Northl Ea tlng 63 820674.62 Elev=18.1' < Asbuilt 8" Water Valve /\ \ Cb G' o North ing=1264458.24 / \ Easting=820694.71 ASBUILT 5 L.F. 6" / \ G Asbuilt 4" PVC SanitaryDIP WATER MAIN \ Sewer Tie-in \ Asbuilt Fire Hydrant Northing=1264517.88 ®� Asbuilt X 6" REDUCER Northing=1264453.75 1z \ / Easting=820515.63 Northin -1264456.47 Easting=820700.8% Eosting�20697.13 - \ Asbuilt Sanitary Sewer Asbuilt Sample Point Cleanout y� \'' Ea tiNorthng 820698.9 99 Northing=1264448.45 / Easting=820605.94 \ 1 Elev=15.7' <� Asbuilt 4" PVC Sanitary Sewer " 45' Bend / Qit Northing- 1264369.98 Easting=820718.67 Elev=18.4' LU 0 • TYPE OF SURVEY: RECORD ASBUILT. • THIS SURVEY WAS DONE FOR THE SPECIFIC PURPOSE OF SHOWING THE FORMBOARD IN RELATION TO EXISTING CONDITIONS ONSITE. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC AND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEii'AYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ,ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY: VERTICAL CONTR(` AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. Asbuilt 4" PVC Sanitary Sewer 45' Bend & Northing=1264368.43 Yb Q Q Easting=820702.26 ®� Elev--18.3' A, Asbujit Sanitary Sewer Cleanout ��i� �`►1 Station=35+21.74 Station Offset=2758.69 R J / Northing=1264354.70 ( Easting=820739.59 EIev=20. • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. BENCHMARK NOTE.• THEELEY,4TIONSASSHOWiV ONTHISSURVEYAREBAHD 0NTHE,V0RTHAHE"CAN VERTICAL DATUHOF19NN THEPRIMARYRENCHHARK UTILIZED FOR THISSURVEYIS NGSJ227, ELEVATION20. 74: SITERENCHHARKISASSff0 N. NOTE: POTABLE WATER SERWCE FOR THE STORAGE BUILDING IS FROM AN EXISTING MASTER METERED WATER SERVICE ON THE MUNICIPAL GOLF COURSE PROPERTY. 40 • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 6/21/16 • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 12061 CO111 H, DATED DECEMBER 4TH, 2012. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NAD 83 (NGS ADJUSTMENT r 'r 1990)• • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=40' OR SLI;AL.LER. GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 40 ft. 160 CERTIFIED TO 1) CITY OF SEBASTIAN 2) KERNS CONSTRUCTION AND PROPERTY MANAGEMENT S 05/02/16 SCALE 1"=40' 1 OF 1 FILE NO. 7058 DRAWN BY JWP APPROVED BY DMT DRAWING NAME 7058. df .2 .0 ABBREVIATIONS AND SYMBOLS LB LICENSED BUSINESS NO. NUMBER OAK SANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINEoO DRAINAGE MANHOLE LIGHT POLE P. U. D. E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND WO WELL 0 MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK PALM P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT ® COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB wv CABLE TV BOX BM BENCHMARK �Q WATER VALVE F. F. FINISH FLOOR MAPLE WATER METER 17C)� POWER POLE ELEV. ELEVATION O R RADIUS CITRUSf4- CLEANOUT ELECTRIC BOX A DELTA L LENGTH ELM ® CATCH BASIN -J �w- UTILITIES SIGN I.D. I DEN TI FI CA TION O MONITORING WELL SEC. SECTION CURB INLET TWP. TOWNSHIP MISC. TREE RU s RGE. RANGE X REUSE WATER VALVE SANITARY VALVE CH. CHORD BLOW -OFF IRV CHB. CHORD BEARING >I IRRIGATION VALVE OT TELEPHONE MANHOLE (C) (M) CALCULATED MEASURED PULL BOX ® YARD DRAIN POST WOOD OR STEEL (P) PLAT GV � GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE (D) DEED IR 1/2" IRON ROD SEPT° TANK FIRE DEPARTMENT CONNECTION TRANSFORMER PAD IRC 1/2" IRON ROD AND CAP SEPTIC TANK tP 3/4" IRON PIPE 3=0 STOP LIGHT =0= BACK FLOW PREVENTER EP EDGE OF PAVEMENT TILE SURFACE REUSE WATER METER SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DISK 9.9' PROPOSED Eli VA TION � CONCRETE SURFACE A/C AIR CONDITIONING PAD PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR X9.9 EXISTING ELE1 ATION� BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR S 05/02/16 SCALE 1"=40' 1 OF 1 FILE NO. 7058 DRAWN BY JWP APPROVED BY DMT DRAWING NAME 7058. df .2 E%iSMG I .<_TORr 6UIUeNG I �-xx.TT 3 ,ev 1!� ----- ---- �]= I �l FROM HANGAR A I e- EXISTING FIBERGLASS' �"s _LIFT STATION F2 iIREV. NOI DATE FIRE HYDRANT MATELY 485 FT JG. SEE NOTES TAP EXISTING 8" PVC WATER MAIN F � � 1 t 2) Ypvc - k- i 11/2- PVC. _ C&TV PROVIDE 2" PVC CONDUIT FOR - - — - - — - /TELECOMMUNICATIONS WITH " EXISTING;ATBr T ° \� STANDARD BENDS FOR PaicEJUNCT sox COMMUNICATIONS R PROVIDERS fE"22.T6 6, CLF O 6 G" _ p _- —�` bUTFALL TO DITCH ( — 8" PVC WITH MITERED ENQ/ i �J--...._._r a` r T AT&T AT&T / EXISTING POWER TIRO eTRieAt POWER TRANSFORMER " k s' ttv UCT ANK, TO BE 00 INATED WITH FPL I FUEL IDRAWN: TRANSFER DESIGN: HE106 FPL PLAN) ( PAD z -;f - FIRE HYDRAN r,SEE ETAIL BUILDING �'��...,,..••�� DATE: 10 AUGUST 2015 W-2 SHEET C V11j= NECESSARY SEPARi).TIONS J! FROM OTHER UTILITIES. i r FIRE FIRE FIRE r ,s 4.c -- s_ 21.00 ate% jf hl' NEW 6" T WATER LINE EXISTING 8" PVC WATER MAIN I EXISTING 8" PVC `� ` GRAVITY SEWER -- 3" PVC SANITARY AT 1% CONNECT TO EXISTING ,.� SANITARY STRUCTURE FeL SM -6 RIM EL.= 20.75 INV (NW) =14.32 r ALL NEW UTl'LMES SHALL REMAIN CLEAR OF FUTURE BUILDING PAD LOCATIONS FUTURE BUILDING I I z S w WWa w Nr 3 V CLF 7 CMC STORM DIVERSION I VALVE ` CMC SPILL PAD g iY I � t III /A / i-�` § �`�� 4. ��•'X .tib -f.r � ��— �' 4 - ILL VALVE 00 AN VAULT r� X O jx W W cDo- K Q ri r' f7 to - 75 nt 0: /� • Z co tLLJ I,: 0 20' 40' 80' Ol POTENTIAL ` IRRIGATION 0 f x Ffi x I `` DOMESTIC WATER WATER SOURCE m / 'y CONNECTION POINT < a#' k in (NO ADDITIONAL % 'r=' 1h a! METER REQUIRED) l / --— — — — — —j EXISTING 4" PVC FORCE MAIN CABLE CABLE CABLE CABLE CABLE CABLE CABLE CAPLE-�....R-m PROVIDE 2" PVC CONDUIT FOR 2 PIC.. C.xl::IiNICA ar COMMUNICATIONS WITH STANDARD BENDS FOR // f NOTE S: COMMUNICATIONS PROVIDERS p _ ___ E' ni ° 1. DRAWING SHOWS EXISTING UTILITIES TO THE EXTENT KNOWN FROM RECORD -- ° --- --- SURVEYS AND DESIGN DRAWINGS. FIELD VERIFY PRIOR TO MAKING UTILITY xi CONNECTIONS. �• ae VEGETATION _ k 2. SEE RFP DOCUMENT FOR COMPLETE LISTING OF REQUIRED UTILITY CONNECTIONS. r REVISIONS: DESCRIPTION: ' GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 'AA■ AMERICAN INFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL MARK C. JANSEN, P.E. P.E. # 56059 37 N. Orange Avenue, Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office E• F JOB NO: X2613002 �D •.•' •'y IDRAWN: DW DESIGN: MCJ • .�� '�C�y, CHECKED: MJ �'��...,,..••�� DATE: 10 AUGUST 2015 C104 UTILITIES PLAN BID DOCUMENTS 9/23/2015 GOLF COURSE 81 L SEBASTIAN SJRWMD LETT FDOT FDOT P BUILUINU 3PAL AIRPORT FLORIDA VIND -08188172-19 9111-94-01 PFL0007956 FWW Cadit a of AugwrLet No.: 28731 ' '{yRAwN: oW DESIGN: MCJ YCHECKEO: MJ I DATE. 110AUGUST 2015 UTILITIES PLAN BID DOCUMENTS 9123r2015 MARK C. P.E. loorm # 56W9, P.E. #58059 AMDJCAND INl'RAST1tUCTUR= 37 N. Orange Avenue, Suft 500 Ortendo, Fonda 32801-2459 DlV9k PMLNT, INC' 407-992-6611 OMW FWW Cadit a of AugwrLet No.: 28731 ' '{yRAwN: oW DESIGN: MCJ YCHECKEO: MJ I DATE. 110AUGUST 2015 UTILITIES PLAN BID DOCUMENTS 9123r2015