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HomeMy WebLinkAbout2009 - (#11) Construction Bldg A,B & C Drawing PackageGENERAL NOTES 1.1 Fabrication shall be In accordance with U.S.A.'s standard practices in compliance with the,fpplicable sections, relating to design requirements and allowable stress a of the latest edition of the "AWS Structural Welding Code D1.1". 'U.S.A.'s manufacturing procedures have been certified by. Reference Certification numbers &B.C.C.I. "� #9011 I.C.B.O. FA -327 MIAMI-DADE COUNTY #1058 Houston U.S.A. #135 Indiana (For Beam and Column) 299512 Indiana (For Rigid Frame) 299513 Indiana (For Straight Column) 299510 A.I.S.C. Certification For Metal Buildings Member MBMA 1.2RP iMER Shop primer point is a rust inhibitive primer which meets the end performance of Federal Specification TT -P-664 and is U.S.A.'s Red Oxide color. This point is not intended for long term exposure to the elements. U.S.A. is not responsible for any deterioration of the shop primer paint as a result of improper handling and/or storage. U.S.A. shall not be responsible for any field applied paint and/or coatings. (Section 6.5 AISC Code of Standard Practice, 9th Edition) 1.3 GALVANIZED OR SPECIAL.. COATINGS: See Contract Documents and ref. note on the top right hand of this page. 1.4 ALL BOLTS ARE 1/2"0 x 0'-1" A307 EXCEPT - a) Eave strut connection - 1/2"0 x 0'-1 1/4" A307 b) Endwall rafter splice - 5/8"0 x 0'-1 3/4" A325 -N c Endwall column to rafter connection - 1/2"0 x 0'-1 1/4" A325 -N d Main frame connections -- SEE CROSS SECTION NOTE: Washers are not supplied unless noted otherwise on drawing 1.5 MATERIALS ASTM DESIGNATION Wide Flange Shapes A572 or A992 Other Rolled Mill Shapes A36 or A572 Structural Steel Plate (Webs) A1011 or A572 Structural Steel Plate (Flanges) A529 or A572 Cold Formed Light Gage Shapes A101iSS / HSLAS CLASS 1 Cable Bracing A475--78 Rod Bracing A36 Roof and Wall Sheeting A792 Machine Bolts A307 High Strength Bolts (1/2"0 to 1%) A325 -N High Strength Bolts (1 1/8 "0 to 1 1/2"0) A325 --N Anchor Bolts (if supplieF1554 Pipe A53, GRADE B H.S.S. TUBE A500, GRADE C 1.6 HIGH-STRENGTH BOLT TIGHTENING REQUIREMENTS High Strength Bolts are ASTM A325 -N, unless otherwise noted. All high strength bolts must be fully pre -tensioned unless otherwise specifically noted for particular connection details. The recommended method for pre -tensioning high strength bolts without washers is the turn -of -the -nut method. Procedures for the turn -of -the -nut method, including ore-installotion verjfication. shall be per AISC/RCSC Specifications. See AISC 13th Ed., Chapter 16.2, Sections 7 and 8.2.1 Note: which is a hydraulic tension indicating device, such as a Skidmore Testing Device. All ASTM A325 bolts are provided with lubricated nuts. The erector should employ proper job site handling and storage procedures to protect fastener assemblies against excessive weathering and exposure to dust, dirt, moisture, heat, etc. Depending on job site handling and the severity of job site conditions, it' may be necessary to re -lubricate the nuts. The necessity for reapplying lubricant moybe determined by pre -installation verification as referenced above. For additional information on job site storage and handling, see AISC 13th Ed., Chapter 16.2, Section 2.2 1.7 CLOSURE STRIPS ARE FURNICHED FOR APPLICATION: INSIDE- Under roof panels at eave OUTSIDE - Between endwoll panels and rake trim - Under continuous ridge vent skirts 1.8 ERECTION & TEMPORARY SUPPORTS: The erector is responsible to determine, furnish and install all required temporary supports and bracing. These temporary supports and bracing shall be su€ficient to secure the building and / or bore structural steel against loads likely to be encountered during erection including those due to wind load and erection operations. (Section 7.10.3 AiSC Code of Standard Practice) 1.9 ERECTION AND UNLOADING NOT BY U.S.A.- 1.10 SHORTAGES Any claims or shortages by buyer must be made to U.S.A. within five (5) working days after delivery, or such claims will be considered to have been waived by the customer and disallowed. 1.11CORRECTIONS OF ERRORS ANQ REPAIRS (MBMA 6.10) Claims for correction of alleged misfits will be disallowed unless U.S.A. shall have received prior notice thereof and allowed reasonable inspection of such misfits. The correction of minor misfits by the use of drift pins to draw the components into line, moderate amounts of reaming, chipping and cutting, and the replacement of minor shortages of material are a normal part of erection and are not subject to claim. No part of the Building may be returned for alleged misfits without the prior approval of U.S.A. 1.12 ERECTOR NOTE Erect steel with piece marks corresponding to location of piece marks on erection drawings. Erect and plumb bays progressively to insure overall width and length is maintained 1.13 ACCESSORIES. Accessories are not wind rated. 1.14 ROOF SYSTEMS The performance of roof systems supplied. by USA is dependent on correct and proper erection and roof system installation by qualified roofing installers. USA is not responsible for non-performance due to improper or defective installation. USA does not certify erectors or roofing installers. ALUMINUM -ZINC COATING The Aluminum -Zinc coating is subject to variances in spangle from coil to coil which may result in noticeable shade variation in installed panels- The Aluminum -Zinc coating is also subject to differential weathering after panel installation. Panels may appear to be different shades due to the weathering characteristic. If a consistent appearance is required, USA recommends that pre -painted panels be used in lieu of Aluminum -Zinc. Shade variation in panels manufactured from Aluminum -Zinc coated material do not diminish the structural integrity of the product. These shade variotions should be anticipated and are not a cause for rejection. FY = 50 KSI FY = 55 KSI FY = 55 KSI FY = 55 KSI FY = 36 KSi FY = 36 KSI FU = 120 KSI FU = 105 KSI FY = 36 KSI FY = 35 KSI FY = 46 KSI UNITED S T R U C T U'FN'W E S DRAWING. PACKAGE A MEl�ICA JOB # 37430-1008 BUYER AHRENS COMPANIES END USE CUSTOMER SEBASTIAN MUNICIPAL AiRPORT BUYER ORDER # JOBSITE SEBASTIAN, FL. _ O:OUNTY : INDIAN RIVER BASIC BUILDING BLDG. "A" RF 63'-4 x 141'=3x3'=0 EH 112:12 SLOPE BLDG. "B & C " LT 21'1=x. -_x 1 '-0 x 13'-5 EH 1'2:12 SLOPE THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED: CODE LOAD_ Building Code: FBC 04 w/05 8c 06 SUPPL. LIVE LOAD, 20.00 psf =` Yes Tributary Reduction Used W:LOAD: 5 psf Primary Framing: AlSC89 COLI,AR.. �' SecondaryFraming: NAUS01 Wim.._, wod _135 mph 'I w: 1.00 Exposure: C ilernol Pressure Coefficient: +/-.18 Design Wind Pressure 33.7 psf c Other. Loads: NORMAL OCCUPANCY DEFLECTION LIMITS RIGID FRAME: H/ 60 RIGID FRAME: L/ 180 PURLINS: L/ 240 GIRTS: L/ 90 - 50 YEAR WIND � FLORIDA PA. N0. FL -3996-R1 FL -2774.3 ROOF Fasteners - 0, 2 x 14 11 SDS Member Srews w/ Laptek Long. Life Fasteners 26 Go. PBR (Lower) D.Sand Fasteners: WALL (Upper) L.Stone #12 x 1 k" SDS Member Srews w/ Laptek Unicote 2000 (Silpoly) Long Life Fasteners Gutter: E.GREEN Corner: (Lower) D.Sand Unicote 2000 (Silpoly) Eave: N/A Corner: (Upper) L.Stone Downspout: L.STONE TRIM Rake: E.GREEN Jamb & Trim: (MATCH WALL COLOR TRIM IS AGAINST) Base Trim: WHITE Special Requirements Standard Rake & Gutter OUALIFICATION OF HOT -DIP GALVANIZING PROCESS USED ON PRIMARY AND SECONDARY STEEL Zinc coatings produced by .the hot -dip galvanizing process are excellent corrosion -protection systems. When the coating becomes very thick or dull grey, the coating may not be applicable for architectural purposes. Differences in the luster and color of galvanized coatings and the presence or absence of spangle has no affect on the coating performance. The well-known spangle effect found on galvanizing is simply a factor of primary crystallizotion. Additionally, handling techniques for galvanizing may require the use of chain slings, wire or other holding devices to immerse material into the galvanizing kettle. These handling devices may leave a mark on the galvanized item. The galvanizing process is for corrosion protection. Inconsistencies in finish and handling marks are not cause for rejection of the product. (ENCLOSED) BUYER/END USE CUSTOMER RESPONSIBILITES 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate approvals and secure necessary permits from City, County, State, or Federal Agencies as required, and to advise/release U.S.A. to fabricate upon receiving such. 2.2 United Structures of America's (hereafter referred to as U.S.A.) standard specifications apply unless stipulated otherwise in the Contract Documents. U.S.A.'s design, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work with any other interpretations to the contrary notwithston ding. It is understood by both Parties that the BUYER/END USE CUSTOMER is responsible for clarification of inclusions or exclusions from the architectural plans and/or specifications. 2.3 in case of discreponcies between U.S.A.'s structural steel plans and plans for other trades, U.S.A.'s plans shall govern. (Section. 3 AISC Code of Standard Practices) 2.4 Approval of U.S.A. drawings and calculations indicates that U.S.A. has correctly interpreted and applied the Contract Documents. This approval constitutes the contractor/owners acceptance of the U.S.A.'s design concepts, assumptions, and loading. (Section 4 AISC Code and MBMA 3.3.3) 2.5 Once.the BUYER/END USE CUSTOMER has signed U.S.A.'s Approval Package and the project is released for fabrication, changes shall be billed to the BUYER/ END USE CUSTOMER including material, engineering and other costs. An additional fee may be charged if the project must be moved from the fabrication and shipping schedule. 2.6 The BUYER/END USE CUSTOMER is responsible for overall project coordination. All interface, compatibility, and design considerations concerning any materials not furnished by U.S.A; and U.S.A.'s steel system are to be considered and coordinated by the BUYER/END USE CUSTOMER. Specific design criteria concerning this interface between materials must be furnished before release for fabrication or U.S.A.'s assumptions will govern (Section 4 and Commentary, AISC Code of Standard Practice) 2.7 it is the responsibility of the BUYER/END USE CUSTOMER to insure that U.S.A.'s plr;,s comply with the applicable requirements of any governing building authorities. The supplying of sealed engineering data and drawings for the metal building system does not imply or constitute on agreement that U.S.A. or its design engineers are acting as the engineer of record or design professional for a construction project. These drawings are sealed only to certify the design of .the structural components furnished by U.S.A. 2.8 The BUYER/END USE CUSTOMER is responsible for setting of anchor bolts and erection of steel in accordance with U.S.A.'s 'For Construction" drawings only. Temporary supports such as guys, braces, folsework, cribbing or other elements required for the erection operation sholl be determined and furnished and installed by the erector. No items should be purchased from a pidiminary set of drawings, including anchor bolts. Use only final "FOR CONSTRUCTION DRAWINGS" for this use. (Section 7 AISC Code of Standard Practice.) 2.9 United Structures of America is responsible for the design of anchor bolts to permit the transfer of forces between the base plate and the anchor bolt in shear, bearing and tension, but is not responsible for the transfer of anchor bolt forces to the concrete or the adequacy of the anchor bolt in relation to the concrete. Unless otherwise provided in the Order Documents, United Structures of America does not design and is not responsible for the design, material and construction of the foundation or foundation embedments. The END USE CUSTOMER should assure himself that adequate provisions ore made in the foundation design for loads imposed by column reactions of the building, !_Ai,;f, imposed .loads, and bearing capacity of the soil and other conditions of the building site. It is recommended that the anchorage and foundation of the building be by a Registered Professional Engineer experienced in the design of z:jch structures. (Section IV MBMA Low Rise Building Systems Manual) 2.10 erection operations include the corrections of minor misfits by rnodsrate amounts of reaming, chipping, welding or cutting, and the droveing of elements into line through the use of drift pins. Errors rich cannot be corrected by the foregoing means or which require mojow changes in member configuration are to be reported immediately S.A. by the BUYER/END USE CUSTOMER, to enable whoever is responsible eitl,r to correct the erroror to approve the most efficient and economic method of correction to be used by others. (Section 7 AISC Code of wrd Practice, 9th Edition) 2.1 i AEi.O MODIFICATIONS - WARNING Neither the fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise biter his work, or the work of other trades, to ,accommodate other trades, unless such work is clearly specified in the contract documents. Whenever such work is specified, the 8UYER/END USE CUSTOMER is responsible for furnishing complete information as to materials, size, location bnd number of alterations prior to preparation of shop drawings. (Section 7 AF',O Code of Standard Practice, 9th Edition) The strength, stability, and safety of this building may be affected by cutting, drilling or removing any components of the building. No such modifications may be made witl out the written approval of United Structures of Americo, Inc. Collateral loads or other components provided by others may be supported on this building in the designated locations if specifically included in the design loads. Unless the connectigns for such components hove been designed and detailed by U.S.A. the customer is responsible to ensure appropriate connection details are utilized. 2.12 WARNING In no case should Aluminized Zinc steel panels be used in conjunction with lead or copper. Both lead and copper have harmful corrosive effects on the Aluminized Zinc alloy coating when they are in contact with Aluminized Zinc steel panels. Even run-off from copper flashing, wiring, or tubing onto Aluminized Zinc should be avoided. 2.13 SAFETY COMMITMENT UNITED STRUCTURES of AMERICA has a commitment to manufacture quality building components that can be safely erected. However, the safety commitment end job site practices of the erector are beyond the control of U.S.A. It is strongly recommended that safe working conditions and accident prevention practices be the top priority of any job site. Local, State, and Federal safety and health standards should always be followed to help ensure worker safety. Make certain all employees know the safest and most productive way of erecting a building. Emergency procedures should be known to oil employees. Daily meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where applicable, are recommended. Contractors/Erectors should be aware of OSHA regulations for Steel Erection. The following OSHA Regulations (Standards 29 CFR) are applicable to Steel Erection: OSHA Steel Erection Regulations, Part Number 1926, Subpart "R" 2.14 Manufacturer is not responsible for bodily injuries or material damages during unloading, handling, storage, or erection. 0 \1 2/3/09 2/3/Og A/P1 APPROVAL/PERMIT 11/13/08 , Job Number : 37430-1008 0 SHEET L1 of 2 9 8 5 Components & Cladding 7 2 FASTENER ATTACHMENTS EDGE ZONES ----Pressure---- ----Suction----Zone 6 8 Member Panel 9 7 6 4 2 q LD G 4 11C 4 6 8 9 4 Components & Cladding 5 FASTENER ATTACHMENTS EDGE ZONES ----Pressure---- ----Suction----Zone 4 Width Member Panel Member Panel ---- 1 ------ ------ 12.80 ------ 16.20 ------ -43.10 ------ -43.10 2 STRIP ZONES @ EAVE STRUTS(ROOF AND WALL FASTENERS) 12.80 16.20 -56.46 -59.91 3 3.00 12.80 16.20 -46.55 -49.56 4 6.00 12.80 16.20 -56.46 -59.91 56.00 ------------------------------ 12.80 16.20 -46,55 -66.37 9 6 6.00 12.80 16.20 -59.91 -93.53 7 6.33 29.40 36.40 -32.20 -39.40 8 3.00 29.40 36.40 -34.13 -48.46 9 3.00 29.40 36.40 -39.28 -48.46 5 8 6 8 9 4 4 5 FASTENER ATTACHMENTS EDGE ZONES 5 4 @ PANEL END LAPS - 4 (P MEMBER SCREWS IN WIND EDGE STRIP ZONES MAX FASTENER @ SIDE LAPS STITCH SCREWS IN WIND EDGE 7 SPACING 8J'c/c STRIP ZONES @ EAVE STRUTS(ROOF AND WALL FASTENERS) @ BASE MEMBER Components & Cladding ----Pressure---- ----Suction----Zone Width Member Panel Member Panel ---- 1 ------------------------------ 17.60 24.90 -35.90 -39.60 7 2 17.60 24.90 -50.62 -68.51 3 6.33 17.60 24.'90 -50.62 -68.51 *4 6.33 17.60 24.90 -79.70 -101.8 5 32.00 39.60 -35.00 -42.90 6 6.33 32.00 39.60 1- .37.10 -52.77 7 6.33 32.00 39.60 -42.70 -52.77 4 6 2 4 4 4 5 5 4 4 6 1 2 6 4 3 .4 6 7 5 7 ADD EDGE STRIPS @ ZONE 4 * 0 CONSTRUCTION 2/3/09 r A/P1 APPROVAL/PERMIT 11/13/08 - Job Number : 37430-1008 0 SHEET L2 of 2 23'-6" 23'-6" 23'-6" 23'-6" 23'-6» = 23'-6" 1'-2 „ PURLIN 2'-10" 1 -80» 1 -8 1 -8), 2 -10„ LAP 2 -10»1 -8 10-811 10-891 V-1010 2:: Leon—To �� (Below) , ���// / PMA1 PMA1 BLDG. 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END RAFTER I ,s, } RIDGE 0) o 0 PLAN) ROOF PLAN PMA1 SUB PURLIN -MAIN PURLIN PEAK PURLIN two U SECTION "A" -"A" Q 00U_ I ry LL_ I ry N 23'-6" 23'-6" 23'-6" 23'-6" 23'-6» = 23'-6" 1'-2 „ PURLIN 2'-10" 1 -80» 1 -8 1 -8), 2 -10„ LAP 2 -10»1 -8 10-811 10-891 V-1010 2:: Leon—To �� (Below) , ���// / PMA1 PMA1 BLDG. C �/ t ////A / AE1 -. / / ,AE1 / , AE1/// /U AE1 i 2 C `-AZ8 r- AZ54- a AZ1 AZ5 i AZ7 AZ7 AZ6 AZ45 AZ8 CABLE �� AZ50 a AZ1 ``� �� (TYP. UN.) ♦ AZ45 Q W V - - cr ! 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END RAFTER ,s, } RIDGE LINE PLAN) ROOF PLAN PMA1 SUB PURLIN -MAIN PURLIN PEAK PURLIN EDGE STRIPPING FOR ROOF SECTION "A" -"A" R 0 0 F„F R A, V::=. tm-G @ BL[3Gr�Ar: Due to high wind load conditions in your area, it has been determined that your building requires additional members at the edge -zones to keep panels from lifting. Be sure to attach all extra .members along the edge zones with the correct amount of screws as noted on the roof plan. SEE SH T '12". FOR ADDITIONAL FASTN ER REQUIREMENTS @ EDGE ZONES. r (, 21-6 r 0 0 Cfl r10 o 0 0 i 0 0 It ao L 0 o to I 0 0. 110 o. I o� to 2-6 `' B Q DOWNSPOUT SPACING (TYP. BOTH SIDES) Et a t N A[z.., ISSUE REV. DESCRIPTION DATE ��' DESCRIPTION: ROOF FRAMING A/P1 APPROVAL/CONST.11/13/08 6� CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION 2/3/09 o LOCATION: SEBASTIAN, FL BUYER NO.: SEBASTIAN MUNICIPAL AIRPORT w UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY DATE I 5912 BUSCHONG RTF 11/05/08 JN/JG 1/23/09 HOUSTON. TEXAS 77839 JOB SCALE DRAWING 281-442-8247 37430-1008 N.T.S. EISSUE 1 OF 0 PO 141'-0" OUT -TO -OUT OF STEEL a a a a 23'-6" 23'_6►► 23,_6„ / 23,_6„ 23,_6, 0-1 V-11 1/2' 1'-11 1/2' 1'-11 1 L2 1'-11 1/2' PURLIN 1'-11 1/2" V-11 1/2" V-11 1/2- V-11 1/2" 12,^0 LAP 29'_3 29► -3 26'-3 8�f 6 -0 GUTT;R-(7)EG02x20'-6 CE4 A I ZONE 5&6 J� t 1'-11 1Z2' V-11 1/2" 32'-3 0 23'-6" 12'-0 DOWNSPOUT SPACING • y. 6'-0 . ZOWE 5&6 00 DS03 x 13'-5 CZ34 Q 2 -0 CE1 H LOW SIDE o CE1 CE1 © CE1 0 CZ34 I; CE2 CE3 a N _CZ6 {� -� - - N - r W -� i- _ -� Q1 m i_ �. CZ5 v v CZ4 �. CZ2 ,� CZ3 CZ3 w CZ2 w ,i CZ1 N U\. CZ6 °N° \�� �i� cNr �� i' CZ5 ,1 ¢ v CZ4 f, CZ2 �, CZ3 �, CZ3 `� CZ2 �i CZ1 v / < i cin CZ4 CZ3 CZ3 CZ1 LL_ CZ6 �G�i� cQ�, GOi� �`�� CZ5 0 o CZ4 CZ2 �� CZ3 CZ3 G�7 CZ2 ���_ CZ1 CZ6 °N° 1 /0 CABLE 00 CZ5 C) CZ3 CZ4 /ter" CZ2 �� (TYP.) CZ3 CZ2 �� CZ1 v HIGH SIDE �/ ... ...:.::.::::.. MAIN BUILDING ABOVE — BLDG. „A„ _ — nn / HIGH SIDE , / / .� / //� _ % B l % / B 1 � Z2 tiG,S . _- ' X14. -'- /� �" BZ4 �- BZ9 = �� ` ` N BZ8 N i= . C81 B4CB1 i m BZ1 `.BZ2 `� �� BZ3 BZ3 �� inn BZ2 �� BZ4 m Uj BZ9 �`\ i,,� =1 BZ8 `t BZ1 .BZ2 �� BZ3 BZ3 BZ2 BZ4 m� -! � �X, . -_Innn .x. B4CB2 B4CB3 N � .-- BZ1 BZ2 \\ BZ3 BZ3nnnnnnm iBZ2 �• BZ5 ._ �j 7 ` r- i `- (] iii B Z 9 s— �' r �— tV o m m B21 m �� BZ2 ` r7 x �x�N c�i m BZ3 .m BZ3 _ =-a BZ2 m BZ5 , ca BZ8 '--J o _ i c� BZ9mnl. n i .- _ _ .'m �� �� BE1 - ,BE1 �� BE1 - BE2 - m o LOW SIDE BE1 BE1 r _.-- F.Z6 t- BZ2 BZ7cv_ \7210. nni�• —� a' �� ? .._... n BZ2 .--+n. u�_ ¢ Lo z J,1'-2 DS03 x 13)-5 GUTTER -(3 EG02x20 -6 cn m _ - _.._� m M A,o -� (TYP, U N.) (1)EG02> 10'-8 �-� �� ,� ,� BE4 o BE1 8E5 © GUTTER- ; ,� , PURLIN 1'-11 1/2, i� !'-11 112, ' 1°-11 1 .:: _ V-11 1�2' 1'-11 1/2, (1)Ei702x16 —2 '� „ V-11 1 /2" 6 -0 , LAP RS02 GUTTER- 1'-11 1/� ' 6,-0 1 -11 1 2 1 -1a 1/2 t as 1 2 2 EG02x20'-6 ZONE 5&6 DSO4x2'-6 1 EG02x15'-8 ZONE 5&6 DS03x10'-0 = 55 -2 (O/0 CANOPY) (TYP. 3 PLO.AV S)I 12'-0 29'--3 29'-9 28'--9 24'-9 4'-6 12'-0 DOWNSPOUT SPACING {� u s ss s ss ► » 23'-6" 23 -6 23 -6 23s-6", 7 -6 116 -0 U U 6.1 141'-0" OUT- T TO -OUT. QUT OF STEEL ROOF FRAMING PLAN. GL3rro Due to nigh „ „ „ „ PEAK PURL IN] Su8 JAMB - SUB PURLIN wind load BLDG . B & G At Z conditions in _' 2)'�1"iB ? Uq your area, it 04meq, 0 •b 6 6.1 �� BLDG has been �Qi �� �� cp cQ� Q Q> 0 MEMBER SCRE determined that Qj'��.�� St18 JAMB--�.,,_I 1 CTrP. CLIP) MAIN PURL IN � z your building (e�^ �, ��i _ �-__-- -===== ---BZ28====== BZ29-- u r I _ requires o n 2'_0', BCH4 aZ27 BZ28 BZ29 iL additional Z BCH4 , members at the `�,-� 2 —6. , ••ALTERNATE CLIP (CL51) FOR edge zones to BCH1 �� BCH2 BCH3 ,--- SUi3 GIRT. -`, . SCREW ATTACH. keep panels ,� „ from lifting. Be ` 4 .3„ 6ECTIO�I' sure to attach - 3 3 l l ball extra $CL36 A CL5 members along ' � » EAVI= STRUT A EAVE STRU SUsr3 JAMS 9 23 -6 23 -6" 23-- 6 7 -6 161—Ops LINE (REF. END RAFTER ,�, RioGsE the edge zones ` PLAN) amountwith of correct rrect 55'-2 (O/O CANOPY) � ROOF PLAN PMA _ \-sue Pu1;?t..iN screws as noted PURPUR MAIN LIN PEAK LI on the roof SOFFI T FRAMING PLAN EDGE STRIPPING FOR ROOF SECTION 1'.4„--"A" plan. BLDG. "B” �a Inside Closure -,Member Screws at 61 On Center 5t1tch Screws at b" On Center Roof Panel Member Scan At Cutter ft—EGM) 24" On Center have Shut i:ave Spacer (MIC -E801) SECTION "A" STEEL LINE PANEL START " 0 12 " O.C. ((MR 02) '/TAPE SEAL Sheeting Angie , � ' � . PURLIN ATTACHMENT"` (NOT BY U.S.A.) 01 LEDGER ANGLE (CbAV (ATTACHMENT TO MA50NRY MASONRY WAL NOT 5Y U.S.A.) (NOT 5Y U.S.A.) SECTION "B" rO 141 i I 4 fo'-1O l �I i='5p PANEL. ATTACHMENT --� LEUCaE1z ANGLE (E 1Y OTHERS) (C&A1 R/L) 1- 1. ti --SA1 V-10' EL. CROSS SECTION AT COMPRESSOR ROOM ISSUE REV. DESCRIPTION DATE �o�� DESCRIPTION: ROOF FRAMING ``� A/P1 APPROVAL/CONST. 11/13/08 CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION 2/3/os %� � � I ® ® III LOCATION: SEBASTIAN, FL o BUYER NO.: SEBASTIAN MUNICIPAL AIRPORT w I UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY DATE o 1912 BUSCHOW RTF 11/5/08 JN/JG 1/23/09 HOUSTON, TEXAS 77039 281-442-8247 ��I JOB # SCALE DRAWING # 37430-1008 N.T.S. E2 -OF ISSUE 0 ATTACH TO E. STRUT w/ PLAIN POP RIVETS AT 3'—O ON CENTER STITCH SCREWS AT 6" ON CENTER 4" r G TER —•.. r-- - -.� PANE _ CAP TRIM (MK—ET02) INSIDE CLOSUREW TAPE SEAL (TOP & BOTT;) MEMBER SCREWS AT 6" ON CENTER 'PBR' ROOF PANEL (I MEMBER SCREWS AT 12" ON CENTER 'PBR' WALL PANEL-�-I IN ET02 R EAVE STRUT GUTTER -EG02 PURLINS F. % E. STRUT 2 ' —7 } i l _ STRUT RAFTER W8x10 ulp 'PBR' WALL PANEL CSTUB COLUMN I _. ��T� SCREWS AT 12ON CEN -- W8x1O I /� I 2 _ " TER STUB COLUMN p n y --�- -•.�` W$X1 D I t ST tTCN SCREWS AT 12" ON CENTER DSO4x2 -6 '� '"` I ' •--•'" _"�� 'PBR' SOFFIT PANEL � .,,vii vvt.Vkfllsx — RAKE �—RT02 MEMBER SCREWS AT 12° ON CENTER i - CHANNEL CANOPY DETAIL @LINE 6.1-4411 � rrn �_(SHOWN AT SOLDIER COLUMN) S \TRIM- PBR SOFFIT PANEL BOLT TABLE 0 I QTY. BOLTS LOCATION 1 6 2" A325 BOLTS �LL: 2 4 NQ x 1" A325 BOLTS STRUT RAFTER TO SOLDIER COLUMN IN ET02 R EAVE STRUT GUTTER -EG02 PURLINS F. % E. STRUT 2 ' —7 } i l _ STRUT RAFTER W8x10 ulp 'PBR' WALL PANEL CSTUB COLUMN I _. ��T� SCREWS AT 12ON CEN -- W8x1O I /� I 2 _ " TER STUB COLUMN p n y --�- -•.�` W$X1 D I t ST tTCN SCREWS AT 12" ON CENTER DSO4x2 -6 '� '"` I ' •--•'" _"�� 'PBR' SOFFIT PANEL � .,,vii vvt.Vkfllsx — RAKE �—RT02 MEMBER SCREWS AT 12° ON CENTER i - CHANNEL CANOPY DETAIL @LINE 6.1-4411 � rrn �_(SHOWN AT SOLDIER COLUMN) S \TRIM- PBR SOFFIT PANEL BOLT TABLE 0 I QTY. BOLTS LOCATION 1 6 2" A325 BOLTS MAIN FRAME RAFTER TO CANOPY RAFTER 2 4 x 1" A325 BOLTS STRUT RAFTER TO SOLDIER COLUMN 3 4"$ x 1 A325 BOLTS BRACKET AT SOFFIT TO CANOPY RAFTER 4 4 x 1" A307 FLAT BOLTS CHANNEL TO STUB COLUMN SOFFIT (MK -L -� 'PBR' WALL PANEL 7 • (- �- CHANNEL MK;PCO2x51-0)-/ (1„ 'PBR' SOFFIT PANEL SOFFIT TRIM _ x 5'-0 55'-2 (MK-FS01x5'-0) <. SECTION @ RAKE OF' CANOPY 1 PANEL I LOSURE %0.11 --� MAIN FRAME RAFTER REF. CROSS SECTION FOR MAIN FRAME CONNECTIONS 0 MAIN FRAME COLUMN DETAIL AT MAIN FRAME @ LINE 4, 5&6 FIELD NOTE! CANOPY DETAIL IS SIMILIAR AT LINE 4,5 & 6 EXCEPT NOTED ABOVE AT RAFTER CONN. . [' Fl t.v, Fl i r �}A A �tj I J �i.'.:!F 4 ISSUE REV. DESCRIPTION DATE �o�� "''. DESCRIPTION: ROOF FRAMING A/P1 APPR'VL/PERMIT 11/13/os CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION 2/3/09 LOCATION: SEBASTIAN, FL c� BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT ri UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY DATE W 0 1912 SUSCHONG RTF 11/5/08 JN /JG 1/23/09 r� HOUSTON. TEXAS 77039 281-442-8247 J0837430--1008 s�A-r,s. DRAWING E ISSUE 3 OF 0 M 141'-0" OUT -TO -OUT OF STEEL 23'-601 23'--6» 237-6„ 23'_619 23,-6„ 23'-6„ 3 GIRT 1'-11 1 /2" 1'-11 1/2" 1'-11 1/2" 1'-11 1/2" V-11 I/ 2" LAPS 1'-11 1 /2" 1'-11 1 /2" V-11 1 /2" 1'-11 1/2 1'-11 1/2" AE1 AE1 AE1 AE1 AE1 AE3 3'-4' AZ12 AZ14 AZ14 AZ14 A9PR1 AZ37 • , � � AZ14 _ 3 -4 AZ13 �� AZ14 �� A .7._14 AZ14 2 AZ38 _�___-_ _ __� AZ14 o �Nzw CABLE ' �x�._. N w �-+---LOWER BUILDING OUTLINE co Phi & or_, 0 + v r- 0n_ ao �. a0 rU 00 Q Q Q Q <t <t Q Q Q -I--------I.--------------------I------------------------ ----I--------------_----------------------------------------------------------------, ___------- ------------------------------ 1'71 ---------------------------1'; 1 19'-10 710 CLEAR) (+/-- CLEAR) SIDEWALL FRAMING: FRAME LINE B @ BLDG. "A" C 141_ 0 OUT -TO --OUT OF STEEL 20 23'-6" 23 -6 .23'- 6 y 23=6 = 7'-6 16'-0' 1'`-2 _ _ 2'.--0 GIRT 1'-1 1'-1 1'-1 311 So W >. LAPS V-1 1'-1 V-1 1'-1 --- - 3" 3" ! _ - 30-51$ I BZ15 ��� X 16 .� BZ16 ,',�. _________BZ16_____-___-- -� ____BZ18_____-_ % __BZ19_ ' R792 I _ --.. �- �� I •� - '' 1/4" CABLE 1 �4" CABLE ' �n 2'-8 1/2 i �k BZ26 /BZ14 BZ16 BZ16 BZ16 - 8Z18 *� BZ20 BZ23 r �--- B -Z2 1 1I� -_� IP0 3'-6 1 j2BZ24 °_iI _ - rI IB Z25BZ13 BZ12 � �jCeBZ16/BZ17 aZ16/BZ17 BZ16/BZ17 -13Z18/B 3 6 z14 ------------- �A ------�--------°°___12r __.--------------____-----_------------- - -------__-_-_-------_-__----I C E 2IIS� m m m m - m m m m 51 L 12 5. = 5! 512 o o CD o 0 �W N M 18'- 0 r� >� �--r 10'- 0 SIDEWALL FRAMIN =^FRA -ME LINEA @ BLDG. "B�, BOLT TABLE FRAME LINE A, B, & CANOPY 01D QTY. BOLTS 1 2 3¢"0 x 14" A325 BOLTS 2 8 V” x 212"A325 BOLTS LOCATION PORTAL RAFTER TO M.F. COLUMN PORTAL COLUMN TO PORTAL RAFTER v v v v v v *CENTER IN BAY AND FIELD ATTACH WITH (2) MEMBER SCREWS AT 2'--0 ON CENTER. r* NESTED GIRT L� LIGHTER GAUGE WALL GIRT HEAVIER GAUGE SECTION "A” (8Z22)= 2 12GA GIRTS 8Z2,))= 1 12GA GIRT & 1 13CA GIRT 8Z24)= 1 12GA GIRT & 1 14GA GIRT 8Z25)= 1 12GA GIRT & 1 15GA GIRT 8226)= 1 12GA GIRT & 1 16GA GIRT 4 5 6 6.1 B8BK1 B8BK1 B8BK1 B86K2 00c I BCH1 I BCH2 I 'BCH3 I N 4„ 23,_6„ 23,-6„ 7,-6„ 4„, r 55'--2” CANOPY (REF. E3 FOR MORE CANOPY DETAILS) ISSUE REV. DESCRIPTION DATE �oc,� DESCRIPTION: SIDEWALL FRAMING .A/P1 APPRV'L/PERMIT 11/13/08 CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION 2/3/09 FASCIA FRAMING: CANOPY ,./uc510Aiv ����( LOCATION: SEBASTIAN, FL M 4 A. O „„UNiTED STRUCTURES OE AMERICA, INC.BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT o bi @ BLDG. „B„ (LN. �/ DRAWING BY DATE CHECK BY DATE I /� 1912 SUSCHONG RTF 11/5/08 JN /JG 1/23/09 HOUSTON, TEXAS 77039 JOBSCALE DRAWING ISSUE 281-4¢2-8247 3 # 7430-1008 N.T.S. E4 OF 0 r 70 (D 141'-0" OUT–TO–OUT OF STEEL 3f_5” Ln 21-8 1/?" I 3'-6 1 31_91) O ,2'-0 1';-1 19_10 1'710 1' ; 1 19'-10 [1 10 CLEAR) {+/– CLEAR) SIDEWALL FRAMING: FRAME LINE 'G' BLDG. !)Al, 141'--O" OUT–T0–OU T OF STEEL o40 23'-61' 23'-62'p,. 23'-63' 23F-6s)J 23-C 23'-6 GIRT LAPS 33. u (2)�"Ox14" A32$ (2)W"-0x1V' A325 V-1 1'-1 = 1 -1 3 3oLTS (TYP.) % 1'-1 (EA. END) - CE3 [CE1 / CE1 CE1 -�CE1 CE1 CZ9 CZ11 **-CZ21/CZ12 a 4"CABLE —LL: CZ18 CZ9 CZ11 CZ13 � I * * CZ14 214 CZI 9/CZ24 o AZ3 r CZ15 f Cam r oI t, CZ13 r � `� 1 K I <r �:;::::::...- I r� 23 r , I CZ20 CZ9 /CZ10 N CZ11 � � L c' � CZ16 ... * �Z.1_ � M I Q L0 U) I0 %s� ._______________------------------------ -----__ 2_�---Io----------------------- 9 -----------_--------- – 9'-6 13'-4 8 o (0 o !s 9 8 10 0 ,;�. 19,_0,, 19 -0f> BOLT TABLE FRAME LINE A, B, & CANOPY OID QTY. BOLTS 1 2"0 x 14" A325 BOLTS 2 8 "0 x 212" A325 BOLTS * * CENTER IN BAY AND FIELD ATTACH WITH (2) MEMBER SCREWS AT 2'-0 ON CENTER. * NESTED GIRT LIGHTER GAUGE 23'--61) 23f-6" 23,_61, 23'-61) WALL GIRT 231_6,1 23,-61, SECTION "A" J 2 12GA GIRTS 8Z2 = 1 12GA GIRT & 1 13GA GIRT 8Z24 – 1 12GA GIRT & 1 14GA GIRT GIRT = 1 12GA GIRT & 1 15GA GIRT 8Z26)= 1 12GA GIRT & 1 16GA GIRT LAPS 1-11 112, 1-11 1/2, V-11 1/2' — 1-11 1/2' ._ i–�� 1/2, .---2 - � 1-111/2. 1-111/2" 1-111/2" 1-111/2 . 1-111/2 AE2 AE1 AE1 AE1 AE1 AE1 3' –4 » ' AZ39 A9PR1 AZ14 AZ14 • —'A9PR1 0 AZ15 3 p -4„ AZ14 AZ40 AZ14 2 AZ14 AZ14 AZ1AZ14 AZ16 ------------------------------------------------------------- W-----------•--------------------=------------------------------ ---------------------------- - .----------------------------- -I 0 I IN < I N N _j W I �I to I cU N N I I .' U .j CLQ 0- �� v _j�= Q `— I I I _00 L ¢ ¢ ¢ Q U ¢ Q U ¢ U I Q ¢ `.. Q ¢ ¢ `. -------y-___________________^H __--__-----------�------_.H------------------------------------------------------------- I I ----------------- ------- H�---------------------------_-- 3f_5” Ln 21-8 1/?" I 3'-6 1 31_91) O ,2'-0 1';-1 19_10 1'710 1' ; 1 19'-10 [1 10 CLEAR) {+/– CLEAR) SIDEWALL FRAMING: FRAME LINE 'G' BLDG. !)Al, 141'--O" OUT–T0–OU T OF STEEL o40 23'-61' 23'-62'p,. 23'-63' 23F-6s)J 23-C 23'-6 GIRT LAPS 33. u (2)�"Ox14" A32$ (2)W"-0x1V' A325 V-1 1'-1 = 1 -1 3 3oLTS (TYP.) % 1'-1 (EA. END) - CE3 [CE1 / CE1 CE1 -�CE1 CE1 CZ9 CZ11 **-CZ21/CZ12 a 4"CABLE —LL: CZ18 CZ9 CZ11 CZ13 � I * * CZ14 214 CZI 9/CZ24 o AZ3 r CZ15 f Cam r oI t, CZ13 r � `� 1 K I <r �:;::::::...- I r� 23 r , I CZ20 CZ9 /CZ10 N CZ11 � � L c' � CZ16 ... * �Z.1_ � M I Q L0 U) I0 %s� ._______________------------------------ -----__ 2_�---Io----------------------- 9 -----------_--------- – 9'-6 13'-4 8 o (0 o !s 9 8 10 0 ,;�. 19,_0,, 19 -0f> BOLT TABLE FRAME LINE A, B, & CANOPY OID QTY. BOLTS 1 2"0 x 14" A325 BOLTS 2 8 "0 x 212" A325 BOLTS * * CENTER IN BAY AND FIELD ATTACH WITH (2) MEMBER SCREWS AT 2'-0 ON CENTER. * NESTED GIRT LIGHTER GAUGE WALL GIRT HEAVIER GAUGE SECTION "A" (8Z22)= 2 12GA GIRTS 8Z2 = 1 12GA GIRT & 1 13GA GIRT 8Z24 – 1 12GA GIRT & 1 14GA GIRT 8Z25 = 1 12GA GIRT & 1 15GA GIRT 8Z26)= 1 12GA GIRT & 1 16GA GIRT LOCATION PORTAL RAFTER TO M.F. COLUMN PORTAL COLUMN TO PORTAL RAFTER SIDEWALL FRAMING: FRAME LINE 'H' BLDG. G,� f • I; ii 1 nrN AL ISSUE REV. DESCRIPTION DATE DESCRIPTION: SIDEWALL FRAMING A/P1 APPRV'L/PERMIT 11/13/08 L •r• CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION 2/3/09 J/ �/ ® SII LOCATION: SEBASTIAN, FL BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY DATE ! 1912 SUSCHONG RTF 11/5/08 JN/JG 1/23/09 HOUSTON, TEXAS 77039 JOB # SCALE DRAWING # ISSUE 281-442-8247 / 37430-1008 N.T.S. E5 of 0 0 GO 21'-4" OUT -TO -OUT OF STEEL 4 �•' 63`-4" OUT -TO -OUT OF STEEL � o 8 1 /8" 219-3 7/80$ Or 19'-- 4" 21'-3 7/8 PO 8 1 /8" 10'-0 10'-0 , ,Z1 1/2 1 1/2 12 12 •� A16CH1 3'_5" AFBZ0 AZ21 ULA 21'-4" T`IP,UN ACHS1� ¢ ¢ ACHS1 OUT—TO—OUT OF STEEL i� 3'-6 F ._-- AZ21 -- f . 3'-6 _ AH1 AZ20 � AH1 y r' AZ26 ..- `z- AZ27 -�--- AZ28 AZ26 „ Q1 1 /2��' 3 —4 \� // .. _ (4} a x1'2 A325 1 1 /2> �� Af62 � � 12 12 t i , r AZ26 = I -AZ27 --- AZ28` N AZ26 Af62 1 I A325 1'-1 1/2' 21- 3 1/2"% If Ln 2'— 8 1 /2 '? 3t-6 1/2$$ S_9 '> 41 �A ��-- � AFB3 �� �� AH1— 0, 11-x_---1— __1___ .._ E )8 X 2 _ 4 —0 1 2 3 —9 1 2 , ____ __ "— i i M 0 / AZ19 ¢ Q TYP,UN, i — AZ25 `t ¢ / {Ef'.� B9G1 "� `—•-----="` r,"..--- CZ25 � i i I , �.... ' > ' �-CTS- ..-- - -•, �r, -. i 2'-3 1 /2" AZ18 �� AZ24 t_. _ 2- 3 1 /2',_ 111 B1 OH1 t , CZ25 r�tt ' e irtifiS # N 2t-8 '-8 1 /2_ i� 2'-8 1/2' !1I w©~ I e in ° A325AZ18 x2CZ26 3-6 1/2)f N3'-6 1/2" CZ27/CZ26 AZ17 => AZ23 A241 ; I h t11 „ Nei i it 3'_9" <t /Pco C>��. ) I QI 3'_g" tl m m eV ULL------------------------- AL-- ti------------------------¢---------------------------¢-------------------�_-_1_1�_--------------------___.�.,�- O *CENTER IN BAY AND FIELD ATTACH WITH 1 (2) MEMBER SCREWS AT 2'-0 ON CENTER. * NESTED GIRT rL- LIGHTER GAUGE ,a 4 M�1 2'-3 1 /20t, ;!- 8232/8233 11 2'-8 WALL GIRT BZ34 BH1 1BZ35 �l CD HEAVIER- GAUGE , BZ34BH1 �` BZ35 SECTION "A" tt li 1I e e 2'-10 t ISSUE REV. DESCRIPTION DATE OQ�� (8Z22)= 2 12GA GIRTS jj 8Z23= 1 12GA GIRT & 1 13GA GIRT 8Z24 = 1 12GA GIRT & 1 14GA GIRT 8Z25 = 1 12GA GIRT & 1 15GA GIRT 8226)= 1 12GA GIRT & 1 16GA GIRT 0 OB 21'_4" C1 OUT -TO ---OUT OF STEEL Do I 10'-8 , 8'-0 N , H I I H 7 [ (TYP) 1'-1" LAPS GIRT��-1 1 1" (TYP) —0 ' , 19-4 X - —0 '-0 08-8�.,,4-6dl 8-81 18 w I ENDWALL FRAMING: FRAME- LINE B ' '> _ G 63 -4 OUT -TO -OUT OF STEEL C1 _ E9 .. . 2'-6 8 4- 6, 6 0 6 0 6 0 6 0 6 0 .fi , �-0 %6 O 6'-0 4'-6 8.2 ;6 / 10'_p 10'_p - ,Z-11 1/2" tr 00 _ �_ J r r c— t—' r_ e•- 12 c� v �_ v ¢ v v N N N vNO - a ¢ ¢ ¢ A17C."`", ✓ ¢ ¢ Q Q 1 1/2 -J D E6A N 234 A�2 AZ32 AZ N 12 E� 21 -4 / " 2'-6,z— B1-- _X�Z32 ,._' ----AZ32 AZ3 -- _ __�_ _ A2FS1 OUT—TO—OUT OF STEEL —'2'-6 , — _"" _AZ52 AZ32w AZ32` --•AZ32 AZ32 AZ31 — 1Z31 AZ32 A 32: ' AZ3--- e AZ36 2 -0 -,- A14H+ A15H1- JA15H1 A14H -T 1 1/2 3'_4' AZ29 e ....► _ - / e AZ29 12 t Y.. C E84 B E:6A� A/E6A B E6A� C E5A _ e. LF (2) 4 x,;1.. _ (2) x1 r ! I CZ28 A325 A325:':,MCL1 I 2-3 m i� r = I w , , 2 —3�i, t' ' I CZ28 _ , —+--� N 2'-8'z X - _ " c� " ; I 2'-8�i le i 1 �k CZ33"/CZ29 ry 3'-6� e v� v 3 —6 0e,�j .30 1 1 CZ31 e e 'n , j i`'i', --.L I I� I I I i L v ----L2 - ----------------- 1.1-, t --I i I I I Z I I I I IH C '2 5 2 0 0 i p'_p 58-4 2'. 6 0'—p +e) 00, 71) 15!_4" (CLEAR WIDTH) CHANNEL A307 FLT HD BOLTS —� (TYP.) @ PARAPET CHL'S. I W8x10 + 0 in -----------------1 W1 Ox12 + I + o• !� 0— /'(4) is"ox1'2" A325 BOLTS . a' r N W10x15 0'-10 4 1'-2 .r ENDWALL PARAPET CONN. (@LN. 1) BEAM— , EAM --� WALL PANEL 1 1 I I DRIP TRIM MEMBER SCREW SHEET ANGLE - C° (SA1) o N SECTION Y COLUMN — —SHEETING X FLD. CUT 1'-0 PCS. 0 4'-0 +/- APART MEMBER SCREW L LO -"— ENS WALL WALL PANEL STEEL LINE DOOR TRIM SECTION X 'k ENDWALL FRAMING: FRAME LINE '7'H�,NII 1 , 1 /2"12 ,a M�1 2'-3 1 /20t, ;!- 8232/8233 11 2'-8 1/2 BZ34 BH1 1BZ35 �l CD , BZ34BH1 �` BZ35 t11 3_9 tt li 1I e e 2'-10 t ISSUE REV. DESCRIPTION DATE OQ�� DESCRIPTION: jj Do I 10'-8 , 8'-0 N , H I I H 7 [ (TYP) 1'-1" LAPS GIRT��-1 1 1" (TYP) —0 ' , 19-4 X - —0 '-0 08-8�.,,4-6dl 8-81 18 w I ENDWALL FRAMING: FRAME- LINE B ' '> _ G 63 -4 OUT -TO -OUT OF STEEL C1 _ E9 .. . 2'-6 8 4- 6, 6 0 6 0 6 0 6 0 6 0 .fi , �-0 %6 O 6'-0 4'-6 8.2 ;6 / 10'_p 10'_p - ,Z-11 1/2" tr 00 _ �_ J r r c— t—' r_ e•- 12 c� v �_ v ¢ v v N N N vNO - a ¢ ¢ ¢ A17C."`", ✓ ¢ ¢ Q Q 1 1/2 -J D E6A N 234 A�2 AZ32 AZ N 12 E� 21 -4 / " 2'-6,z— B1-- _X�Z32 ,._' ----AZ32 AZ3 -- _ __�_ _ A2FS1 OUT—TO—OUT OF STEEL —'2'-6 , — _"" _AZ52 AZ32w AZ32` --•AZ32 AZ32 AZ31 — 1Z31 AZ32 A 32: ' AZ3--- e AZ36 2 -0 -,- A14H+ A15H1- JA15H1 A14H -T 1 1/2 3'_4' AZ29 e ....► _ - / e AZ29 12 t Y.. C E84 B E:6A� A/E6A B E6A� C E5A _ e. LF (2) 4 x,;1.. _ (2) x1 r ! I CZ28 A325 A325:':,MCL1 I 2-3 m i� r = I w , , 2 —3�i, t' ' I CZ28 _ , —+--� N 2'-8'z X - _ " c� " ; I 2'-8�i le i 1 �k CZ33"/CZ29 ry 3'-6� e v� v 3 —6 0e,�j .30 1 1 CZ31 e e 'n , j i`'i', --.L I I� I I I i L v ----L2 - ----------------- 1.1-, t --I i I I I Z I I I I IH C '2 5 2 0 0 i p'_p 58-4 2'. 6 0'—p +e) 00, 71) 15!_4" (CLEAR WIDTH) CHANNEL A307 FLT HD BOLTS —� (TYP.) @ PARAPET CHL'S. I W8x10 + 0 in -----------------1 W1 Ox12 + I + o• !� 0— /'(4) is"ox1'2" A325 BOLTS . a' r N W10x15 0'-10 4 1'-2 .r ENDWALL PARAPET CONN. (@LN. 1) BEAM— , EAM --� WALL PANEL 1 1 I I DRIP TRIM MEMBER SCREW SHEET ANGLE - C° (SA1) o N SECTION Y COLUMN — —SHEETING X FLD. CUT 1'-0 PCS. 0 4'-0 +/- APART MEMBER SCREW L LO -"— ENS WALL WALL PANEL STEEL LINE DOOR TRIM SECTION X 'k ENDWALL FRAMING: FRAME LINE '7'H�,NII NOTE: U.S.A. TO PROVIDE SHEETING ISSUE REV. DESCRIPTION DATE OQ�� DESCRIPTION: ENDWALL FRAMING & TRIM FOR HYDRO SWIM -G- -DOOR. A/P1 APPRV'L/PERMIT 11/13/0-4Q +' CUSTOMER: AHRENS COMPANIES CONSTRUCTION 2/3/09 00 o ® ®ALMilli LOCATION: SEBASTIAN, FL BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT 0 w UNITED STRUCTURES OF AMERICA, INC. DRAWING BY RTF DATE CHECK BY 11/5/08 JN/JG DATE 1/23/09 I 1912 BUSCHONG HOUSTON, MAS 77039SCALE 281-2-8247 .JOB #37430-1008 DRAWING ISSUE N.T.S. E6 OF 0 ' _ I— Sx4E14---, PURLIN __ ----_ n a�----------- (4)�s"� x 1�=' A325 / 3 =, \ I W8 f A BRACE W8x10 A3x3x \ A30A2 OR A31 Al \. ,--- __,(4) s"Px 11" A325 BOLTS (1) 4"o x 114" A325 (TYP.) EA. END W a" E r--- -- ,. It%= HEADER � W8x31 `i' DOOR FRAME a (NOT BY USA) SECTION 7 ( 2 --0 , I 1'-7 , 5 I rd A26B1 (4) x 11" A325 BOLTS(4) s"x 2" A325 BOLTS W WASHERS W12x14' I -____�A25C1 RA SECTION 99 99 D 7 5=_0 2'_0 J PURLIN 8x4E14 0 I o 11 --__---___��I____ g==� __ ,--(4) s x 1 A325 .\ x A BRACE W8xl0 X3x3x?b(A30A3) \, ,----- (4) x 1>' A325 BOLTS 1"x14"A325 lTvn i rn rkin u= Ail 1'-9 T2 PUR _IN 8x4[14---, (4) s 1 V A325 fe A BRACE \ A304(A32A1 } `\ `\ W8x10 (1) * i"o x 11" A325 ---- (4) s"O x 11" A325 BOLTS 3 s� (TYP.) EA. END W 8" . R W 8 f?- HEADER ? HEADER I I W8x31 I o DOOR FRAME C14 (NOT BY USA) SECTION ISSUE REV. DESCRIPTION A/P1 DATE F� DESCRIPTION: ENDWALL FRAMING APPRV'L/PERMIT 111/13/08 CUSTOMER: AHRENS' COMPANIES 0 CONSTRUCTION 12/3/09 Aw c� I�� �I LOCATION: SEBASTIAN, FL BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT o UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY . w DATE 1912 BUSCHONG RTF 11/5/08 JN/JG UI 1/23/09 HOUSYbN, TEXAS 77039 /� 281-442-8247 JOB # SCALE DRAWING # 37430-1008 N.T.S. E6A OF ISSUE 0 NOTE: CORNER, JAMB AND HEADER TRIM TO MATCH WALL PANEL COLOR IT -IS AGAINST LIGHT .STONE (ABOVE 10'-0) DESERT SAND (BELOW 10'-0) CT01 x3'-4 — i- — CT01 x3'-4 _.-------------------__-------_--_-------_--____-------____--_-- _-----------------_----_ DH01 xl 0'-6 CT01 x10 —4 0 � CT01 x9 0'— 4 r- ISSUE REV. DESCRIPTION 0 DF 101 x 3'-- "`---DH01 x3 —6 DATE 00�-,�' DESCRIPTION: SIDEWALL FRAMING 0 —' M A/P1 APPRV'L/PERMIT I1/I3/08 �`� DJ01 x10 —2 OJ01 x10 —2 COMP. BLDG. DJ01 x7 —4 DJ01 x7 —4� CUSTOMER: AHRENS COMPANIES ca WSL01 x10'--3 0 CONSTRUCTION 2/3/09 LOCATION: SEBASTIAN, FL ��� r; SL01 x10'--3 SIDE WALL. SHEETING & TR I M : FRAME LINE ) H � / BUYER NO.: SEBASTIAN MUNICIPAL AIRPORT ui J 1 x10'---2 UNITED STRRUCTURES OF AMERICA. INC. DRAWING BY DATE CHECK BY DATE I PANELS: 26 Ga. PBR — LIGHT STONE (ABOVE)DESERT SAND (BELOW) 1912 SUSCHONG RTF 11/5/08 JN/JG 1/23/09 po HOUSTON. TEXAS 77039 JOB SCALE DRAWING WALL PNL OPENING, 281-442-8247 # # ISSUE 37430-1008 N.T.S. E7 OF 0 n FIELD BEVEL CUT PANELS AS REQ'D FCO2 10'- 0 10'-0 1'-0, LAP FCp18 FC01B LO 1 I I.1 1 Lo I41' -0 (4) 1/2" 1" R.H.M. BOLTS (TYP. TOP 4 5OTTOM) FCO2 CAP TRIM FC0153 CI- ANNEL MEMIBER SCREWS STITCP SCREWS � Ca 1'-0 D.C.) (e 1' -0 O.C.) ... . PARAPET BACK SHEETING & TRIM: LINE 1 0,5, CLOSURE Rake Trim (MK -FI) PANELS: 26 Ga. PBR - GLUM MEMIBER SCREWS --- � RCO2R/L e ENDS ( a 11-0 O.C.) I 1 I- I I 5T I TCI-1SCREWS G E p B 5ACK PANE(a 11-0 O.G.) II II II 0.5. CLOSURE -0 '-o CR) I,S. CLOSURE 10 I I TRANSITION TRIM TT05A I 1I FIELD CUT R001= FIELD BEVEL CUT Q1 1/2" C 1 -^ 2" L_A_P PB02 - _ PANEL AS S -O WN PANELS AS REQ'D 12 A 1 1 2 SF1 SF1 12 SHEETING ANGLE FCO2 FCO2 (SAS) 5 P5R) ROOF PANEL r02x1_5 DI -101 x I 4DH01x EUALL PANEL x'- 1/2" T01 x6'-7 BB 12 5'-0" \rLmrX7 1 1/2" -3- x/ 1 � 12 4 I II- RT02x11 DJ01 x DJo1x 1 C2)RTo2 �—� � 00 co to .— CO L_ 1 —r' r7 © rn N c� = i I i I I I I ! I I I ! cfl N o� N _ NDWALL RAFTER 141'-0 , 5titch 5crew5 At 12" On Center With Continuous Tape Rake Trim Sealant Under Trim (MK-RT02) Roof Pane ------ -- - =- _L. I — Member Screws `7 sheeting ,4ngl i i stitch 5crewe At 12" On Center ----------- - I�ut6ide Closure Purlin (Begond --4'- Wall Panel SACK P. C T01 x 3' - 4 _ rn N I { 01 I ih ih "� I I 10 i_n i) a) o M a� �_ Lo in I ► I I I 00 n � N �- M - _ er = 'n in co `-. ----------- L N_`_ `r r ;� I I i i I TOU31-4 E'WALL PANE -- - ---- ll - { 1 DH01 x18'-6 r_ . �.. SECT. A CT01x10 -4 -1 I „9 PANELS: 26 Go. PBR - LIGHT STONE (ABOVE) DESERT SAND (BELOW) 10-0 r 10'_0 4 = oo (20) 19'-8 PANELS I ao I I 1'-,0, LAP DH01x j x _ FIELD BEVEL CUT o 5 -6 r r L, o a I I I I I I PANELS AS .REQ D FC01 'F�C--01 g DJ01 x73 _ - . _. + I I I I 5'-1 FCO2 { t� � IM { =3— ---- --- — — ---�� LT01 x LT01 x 51---6 5'-6 PARAPET BACK SHEETING &LL TR'TLINE 7 5'-ox5'-0 LOUVER TRIM ONLY(BY USA) _ DESERT SAND PANELS: 26 Go. PBR , GLU�.M: == FIELD BEVEL CUT B C1 V-10.1 .'`0 E9 G PANELS AS REQ'D ' LAP DOOR SHEETING & TRIM: ' „ PBo2 FRAME LINE 7 . 'Z1 1 /2 1 1 /2 PANELS: 26 Go. PBR - DESERT SAND SF1 SF1 12 FCO2- _ FCO2 t2� RT02x11'-5 7 -r— --r�- (2) R702x1?'_5 A CT01 x6'-7 - 1"-" �J I - CT01 x6'-7 H - I` o 1- rn T- r� o �1- I` r]. d- o r• as d- o t� r7. I I ( l ! I I I �I �{ ^I �I ( �! I I I I [ _ I � d- 1- 4- is? a0 'a)rn rn rn rn cn 00 'u-) d- �r n, to I ,d1 1/2 (2) RT02x11'- �� �� (3) DP01 x 20-6 �----- �2�'_?T0.2x11'�3 1 1/2 b, 12 I (LSTN) 1 --_-_ 12 N OTE: D o � x x �' .� Ct ALL WALL TRIM COLOR TO MATCH N CO i �'� O I o 00 t O N -- ' CT01x3 -4 I I -� DHo1x -� .1 I I I 1 I I CT01x3 �4 ADJACENT WALL PANEL COLOR. _ --------------- `t :d-�- in- f'' g 6 ©---cn _cn _---- I ! 1 I I o o CT01 x10' -4 0 0 0o x o CT01 x10'--4 SECT. 11151 20'-0 5ECT. IIGII CAP TRIM FCO2 4 E V ALL PANEL DPOI (LSTN) N j I NOT 5T USA) 61 Jv I I j DOOR PANEL DOOR FRA � � x I9' - S (NOT eY USA) SECT. IID II f �ti I ► DOOM'. PANEL DOOR (NOT 15Y USA) FRAmt/I I- 01='01 (DSND) I L_ _J 5ECT. T II r -1 i I I I DOOR FRAME I I (NOT 5Y USA) L 11 Djod - DOOR f=ANEL x ISI -6 DOOR LEAF 58'-4 (OPENING) 5ECT. IIFII 01 ! F�:�1 ij } �'4 ` 0 0 Q \ DH01 x3 -6 ISSUE P S REV. DESCRIPTION DATE � DESCRIPTION: ENDWALL FRAMING - N N �D01 x o, _ o LT01 x 4'-2 A/P1 APPRV'L/PERMIT 4t/13/�$D CUSTOMER: AHRENS COMPANIES 80_6\/—DJ0'1x7"-4 21'-4 BLDG. "B" �s ,; 0 CONSTRUCTION 2/3/09 j� 63 4 BLDG. A r 21'-4 BLDG. C U05i ® ]I]II LOCATION: SEBASTIAN, FL E N D WA LL SHEETING & TRIM: FRAME LINE '''/ BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY PANELS: 26 Ga. PBR -- LIGHT STONE -(ABOVE), DESERT SAND (BELOW) /� 1912 BUSCHONG RTF 11/5/08 JN /JG HOUSTON, TEXAS 77039 JOB g SCALE DRAWING 281-442-8247 77 37430-1008 N.T.S. E8 of DATE ' 1/23/09 ISSUE 0 SPLICE PLATES & BOLTS Mark Qty. Type fP- TH K. SP -1 10' 0 x 212 A325 W SP -2 8„0 x 2 A325 12, SP-3 4 0 x 24 A325 12 SP -4 4 0 x 112 A325 SP -5 4 1 x 2 A325 SP -6 6 rap x 2 A325 FLANGE BRACES: ONE SIDE ONLY 10'-6 10',6 (TYP. U. N.) 17PBR” PANED -4 44 4 PANEL T +4 +4 SKYLIGHT 4 10-11 SKYLIGHT -:11 +4 4 "pBp,, pANF-L +4 P` BR PK PSR PANEL �l 12 V-5. 4 4 5 4 12 ttpOt ppNELPANEL 12 4 31-3%l'--2%1p-2lj3-3,p6 31'—1 0% 3 31'—lop 396 31 31j 3 3; ' p6 3 3'-6 3— 3'- 3 6 3 .6 'k3-31ra 3— pF67 p,FQ9 AFB9 AFE37 --0 AF88 AFBB-0-6 0 AF85 AFB6 AQ AF[36 ,'Z-1 2 AF812 12 12 26 —9 4 21 12 p ANF 4 L —8 p PANEL �T ____« ypgR 4 �- . . . . . . . . . . . . . . . . . . 7--) 261-60116, (4) 0 4! 1 21'-6 (4) 11 1 4'-7 4 ©4'--.1 CL CL 2!—C co vi AFE36 85 FE151 (10 4'— " ` BIFB3 9k�7 ;7 AFB6 CE785 N & FES o BFB5 CF/35 B5 m SF -6 SP -4 z _ .. - -� _ - --- .._ d z V) CL ul < cn L0 cr- 0 < < A4 Ll 0- Ld 0 SOrPITX5'—O Ln -j 0 Z 00 ,4- V) < 0 co ............... ................. 0 ... .. . .... . . ....... . N < (0 FI3 2 PO -i rle '11� -1 C14 t' FU2 < ... . ...... 00 —J -S4 00-J co -r LO 0 V-) L0 + + m ::4:D.FIN. FLOOR 1-1 1 . . . . . ......... 0 2'---6 .12 01,6 9 1 -19$-8 56 8 2'-7% 8b 191-8 91 10� (+/— CLEAR) CLEAR) CLEAR) 5'-0" 21'-4 OUT -TO -OUT OF STEEL CANOPY 63'-4 OUT -TO -OUT OF STEEL BUILDING CROSS SECTION (FOR FRAME - LINE 4, 5 & 6) ALL WALL 8c SOFFIT PANEL PBR OG 21'-4 OUT -TO -OUT OF STEEL 0 L 'DESCRIPTION ISSUE REV. DATE DESCRIPTION: RIGID FRAME ELEVATION A/Pl APPRV-L/PERMIT 11/13/08 CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION u 5 A 0 LOCATION: SEBASTIAN, FL 0i BUYER NO.: SEBASTIAN MUNICIPLE AIRPORT 0ui UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY DATE I ... 1 ..., 1912 BUSCHONG BFP 11/5/08 JN/JG 1/23/09 re) 0 .... ........... .. ...... .. . . ......... . HOUSTON. TEXAS 77039 281-442-8247 JOB # 37430-1008 SCALE DRAWING # ISSUE NTS E9 of 0 114- .. .......... SPLICE PLATES & BOLTS Mark Qty. Type M TH K. SP -1 10 It"' x 212 A325 8" SP -2 8 34"11 x 2 A325 'a" SP-3 4 Ito x 2� A325 12" SP -5 4 j Ipo x 2 A325 12" `7 FLANGE BRACES: ONE SIDE ONLY BUYER NO.: SEBASTIAN MUNICIPAL AIRPORT 6 r - (TYP. U. N.) 10 10 '_6 lips 1-0 R" -4 4 PANEL '-o +4 +4 410 0-11 SKYLIGHT SKYLIGHT 1 4 ANF -L +4 + P10' P PBR PK IPSR PANEL t-5 4 37 5 Q lop EL 12 4 BR" PAN -"P[3R" PANEL 4 1, p _4 31,~10 31'`1a% 31 31-6 11 3'- 6 k 3'- 6 3 3* -6 3$-6 31 t - V -11 3 "31& X3'.`.1 Icy 3 �-9`1 - , J,916 AF B9 AFE39 AF67 AF' AF88 88 0 .� ' AF85 AF85 AFBI 2 AFB6 AF86 AFB12 i -T ...... .... . .. ..... 4 k: I PANEL 41 'PBRS 4 - PA -NEL 21'-6 6 (4) @ T�-- (4) @ 4'— 1 V) BF B51 CF8 SFB3 AFB6 AFB6 _J� CF85 6 iF85 N&FQ N&FS' CF85 c) s CF'85 2 m . . ....... . . z Lo.mac c 0 - CL V) V)1 E M LO cr- LO 0 < LLJ F- Ld L'J 0 0 -1WCL "t V) -j C) .1 z 00 L) V) 00 (0 < 0 0 < "L'o CN BFB2 -C'4 LLJ c\I < CFE 2 + + ad Ld < CN ()0 Q Lj Ljj L0 0 U0 + FIN. FLOOR =L M. - PO lob 91 19'-8 8b 21-7?6 2-71 8 b 56'-8% —8 9 lob l9s CLEAR) ("I r7ADl r r -AM\ 21'-4 OUT—TO—OUT OF STEEL (A)O 63'-4 OUT—TO—OUT OF STEEL BUILDING CROSS SECTION (FOR FRAME LIN -E, 2 8c 3) ALL WALL PANEL PB -R 21'-4 OUT—TO—OUT OF STEEL 10 up, 71u ,NAL ISSUE REV. DESCRIPTION DATE Qv� DESCRIPTION: RIGID FRAME ELEVATION A/P1 APPRV'L/PERMIT 11/13/0 CUSTOMER: AHRENS COMPANIES 0 CONSTRUCTION 2/3/09 u Aw 10® LOCATION: . SEBASTIAN, FL 0 BUYER NO.: SEBASTIAN MUNICIPAL AIRPORT 6 r - UNITED STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY DATE LLL 1912 BUSCHONG HOUSTON.-442TEXA BFP 11/5/08 JN /JG 1/23/09 ki) 8S 24739 281-770 'OB �7430-1008 SCALE DRAWING # ISSUE NTS E10 ©f 0