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2017 02 (Feb) Architectural Plans Public Toilets Phase 2a for Bid Purposes (Box 31 #3)
NEW PUBLIC TOILETS FOR WORKING WATERFRONT PHASE 2a SEBASTIAN, FLORIDA BUILDING CODES C1 — BUILDING CODE DATA SP1 — SPECIFICATIONS FACILITY DESCRIPTION STRUCTURAL LOADS ADA -1 — ADA GUIDELINES Al COMMERCIAL ROOF LIVE LOADS — 20 Pfml REDUCIBLE — LIFE SAFETY PLAN e ROOF DEAD LOAD (TOP CHORD)— 7 P.S.F. — EXTERIOR ELEVATIONS A3 v ROOF DEAD LOAD (BTM CHORD)— 10 P.S.F. S1 — FOUNDATION COLLATERAL LOAD — 2 P.S.F. — MECHANICAL LEGEND M2.1 BUILDING HEIGHT AND AREA FLOOR LIVE LOADS - 100 P.S.F E2.1 — ELECTRICAL PLAN AND DETAILS ULTIMATE WIND SPEED — 160 M.P.H. — PLUMBING LEGEND P2.1 HEIGHT — 1 STORY NOMINAL WIND SPEED — 124 M.P.H. SEBASTIAN, FLORIDA DESIGN CODE REFERENCE BUILDING CODE — FLORIDA BUILDING CODE 2014 — 5th EDITION ELECTRICAL CODE — NATIONAL ELECTRIC CODE — 2011 EDITION PLUMBING CODE — FLORIDA PLUMBING CODE — 5th EDITION MECHANICAL CODE - FLORIDA MECHANICAL CODE — 5th EDITION FIRE CODE — FLORIDA FIRE PREVENTION CODE — 5th EDITION GAS CODE — FLORIDA FUEL GAS CODE — 5th EDITION NFPA 58 — LIQUEFIED PETROLIUM GAS — (LATEST EDITION) NFPA 13 — SPRINKLER SYSTEM INSTALLATION (LATEST EDITION) NFPA 72 — NATIONAL FIRE ALARM CODE (LATEST EDITION) NFPA 72E AUTOMATIC DETECTION DEVICES NFPA LIFE SAFETY CODE (LATEST EDITION) NFPA 80 — FIRE DOORS AND WINDOWS (LATEST EDITION) OSHA ACI -318-11 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE (MANUAL OF STEEL CONSTRUCTION, 9th EDITION) S-310 SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STEEL STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, ADOPTED BY THE STEEL JOIST INSTITUTE AND THE AISC SPECIFICATIONS FOR STRUCTURAL JOISTS USING ASTM A-325 BOLTS STEEL DUCT INSTITUTE DESIGN MANUAL STRUCTURAL WELDING CODE AWS D1.1 AISI SPECIFICATIONS FOR THE DESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS FOR METAL DECKS METAL BUILDING MANUFACTURERS ASSOCIATIONS DESIGN PRACTICES MANUAL ASHRA E FOR MECHANICAL WORK ASME BOILER CODES GENERAL CONDITIONS NOTES: 1. ALL STRUCTURES UTILIZING LIGHT WEIGHT TRUSS DESIGN FOR FLOORS OR ROOFS SHALL HAVE A SIGN PLACED ON THE BUILDING IN ACCORDANCE WITH F.A.C. 69A-60.0081. DRAWING INDEX BUILDING CODES C1 — BUILDING CODE DATA SP1 — SPECIFICATIONS FACILITY DESCRIPTION STRUCTURAL LOADS ADA -1 — ADA GUIDELINES Al COMMERCIAL ROOF LIVE LOADS — 20 P.S.F. REDUCIBLE — LIFE SAFETY PLAN TYPE OF ROOF - ;STANDING SEAM METAL, SLOPED ROOF DEAD LOAD (TOP CHORD)— 7 P.S.F. — EXTERIOR ELEVATIONS A3 — INTERIOR ELEVATIONS ROOF DEAD LOAD (BTM CHORD)— 10 P.S.F. S1 — FOUNDATION COLLATERAL LOAD — 2 P.S.F. — MECHANICAL LEGEND M2.1 BUILDING HEIGHT AND AREA FLOOR LIVE LOADS - 100 P.S.F E2.1 — ELECTRICAL PLAN AND DETAILS ULTIMATE WIND SPEED — 160 M.P.H. — PLUMBING LEGEND P2.1 HEIGHT — 1 STORY NOMINAL WIND SPEED — 124 M.P.H. RENOVATION AREA: UTILITY (U) 941, SF BASIC VELOCITY P.S.F. — 52.7 P.S.F. 0 33'-0" MEAN ROOF HT. TYPE OF CONSTRUCTION V—B — NON—SPRINKLERED OCCUPANCY CLASSIFICATION & LOAD n Ln ,n - (U) UTILITY 941 SF / 50 SF = 19 OCCUPANTS 0 `" WIND LOADS N PLUMBING REQUIREMENTS DESIGN CRITERIA UTILITY Rovlo o NOMINAL WIND SPEED Vasd 124 MPH WATER CLOSETS (FEMALE) — 2 WATER CLOSETS (MALE) — 2 ULTIMATE WIND SPEED Vult 160 MPH CL WIND RISK CATEGORY II O LAVATORIES (FEMALE) — 2 LAVATORIES (MALE) — 2 EXPOSURE CATEGORY C N — ELEC WATER COOLER 1 HI/LOW INTERNAL WIND COEFFICIENT +0.18 & —0.18 ALL COMPONENTS INCLUDING DOORS AND WINDOWS v SHALL BE DESIGNED TO THE FOLLOWING ULTIMATE m EGRESS REQUIREMENTS zoNE 5 PRESSURES: EFFECTIVE AREA PRESSSURE (PSF) Z EXIT ACCESS TRAVEL DISTANCE SQ. FT. OUT IN ce 2014 FBC TABLE 1016.2 — NON—SPRINKLERED ce 10 41.5 —55.4 W 3 - MAXIMUM DISTANCE ALLOWABLE TO MAIN EXIT — 200'-0" ZO 37.7 —51.7 MAXIMUM DISTANCE TO SINGLE EXIT PROVIDED — 35'-0" 50 37.3 —46.8 100 , 35.4 —43.2 ceF- H w - - - F— U _ c. Z F - Q LL, DESIGN CODE REFERENCE BUILDING CODE — FLORIDA BUILDING CODE 2014 — 5th EDITION ELECTRICAL CODE — NATIONAL ELECTRIC CODE — 2011 EDITION PLUMBING CODE — FLORIDA PLUMBING CODE — 5th EDITION MECHANICAL CODE - FLORIDA MECHANICAL CODE — 5th EDITION FIRE CODE — FLORIDA FIRE PREVENTION CODE — 5th EDITION GAS CODE — FLORIDA FUEL GAS CODE — 5th EDITION NFPA 58 — LIQUEFIED PETROLIUM GAS — (LATEST EDITION) NFPA 13 — SPRINKLER SYSTEM INSTALLATION (LATEST EDITION) NFPA 72 — NATIONAL FIRE ALARM CODE (LATEST EDITION) NFPA 72E AUTOMATIC DETECTION DEVICES NFPA LIFE SAFETY CODE (LATEST EDITION) NFPA 80 — FIRE DOORS AND WINDOWS (LATEST EDITION) OSHA ACI -318-11 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE (MANUAL OF STEEL CONSTRUCTION, 9th EDITION) S-310 SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STEEL STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, ADOPTED BY THE STEEL JOIST INSTITUTE AND THE AISC SPECIFICATIONS FOR STRUCTURAL JOISTS USING ASTM A-325 BOLTS STEEL DUCT INSTITUTE DESIGN MANUAL STRUCTURAL WELDING CODE AWS D1.1 AISI SPECIFICATIONS FOR THE DESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS FOR METAL DECKS METAL BUILDING MANUFACTURERS ASSOCIATIONS DESIGN PRACTICES MANUAL ASHRA E FOR MECHANICAL WORK ASME BOILER CODES GENERAL CONDITIONS NOTES: 1. ALL STRUCTURES UTILIZING LIGHT WEIGHT TRUSS DESIGN FOR FLOORS OR ROOFS SHALL HAVE A SIGN PLACED ON THE BUILDING IN ACCORDANCE WITH F.A.C. 69A-60.0081. DRAWING INDEX ARCHITECTURAL C1 — BUILDING CODE DATA SP1 — SPECIFICATIONS SP2 — SPECIFICATIONS ADA -1 — ADA GUIDELINES Al — FLOOR PLANS STATE OF FLORIDA — REFLECTED CEILING PLAN STATE OF GEORGIA — LIFE SAFETY PLAN PROJECT — DOOR SCHEDULE AND DETAILS A2 — EXTERIOR ELEVATIONS A3 — INTERIOR ELEVATIONS A4 — BUILDING SECTION S1 — FOUNDATION — FOUNDATION DETAILS M0.1 — MECHANICAL LEGEND M2.1 — MECHANICAL PLAN AND DETAILS E0.1 — ELECTRICAL LEGEND E2.1 — ELECTRICAL PLAN AND DETAILS SCHEDULES AND RISER DIAGRAMS P0.1 — PLUMBING LEGEND P2.1 — PLUMBING PLAN AND RISERS P3.1 — PLUMBING SCHEDULES, DETAILS DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL \Z CONSULTANT David P. King, Jr ARCHITECT f� Q N_ Lu Q O F� ILL J F - 0 Z Z ~ m _U LL o J pe (� Z m� Q N m CL.� m V V � Li a. Z Z LL - a. o � O 0 O r J_ U U a z 0 W a 3 w DRAWN BY: DPK U CHECKED BY: w s APPROVED BY: DPK r U_ ARCHITECT'S PROJECT No.: SHEET TITLE: r COVER r BUILDING CODE DATA SHEET NUMBER w cl 0 U Y 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) REGISTRATIONS: STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT f� Q N_ Lu Q O F� ILL J F - 0 Z Z ~ m _U LL o J pe (� Z m� Q N m CL.� m V V � Li a. Z Z LL - a. o � O 0 O r J_ U U a z 0 W a 3 w DRAWN BY: DPK U CHECKED BY: w s APPROVED BY: DPK r U_ ARCHITECT'S PROJECT No.: SHEET TITLE: r COVER r BUILDING CODE DATA SHEET NUMBER w cl 0 U Y W r DIVISION f ARCHITFCTURAI, WOODWORK AND MILLWORK - FIBERGLASS & PLASTICS (Provide submittals for each). (Vera Millwork as contact and others) A. Decorative fiber -reinforced polymer composite colonial columns as follows: Provide and install (4) columns, supporting the west gable end - 8" x 16" block and PC lintel concrete beam - B -Z. tion 1 - Use Bottom 3' L - x 10" 0 of plain square Perma Cast column by HB&G (structural unit) with 4' L x 8" diameter Perma Cast Column (or equal) by HB&G (structural unit) each bearing up to BK). Fill column composite w/3000 Ib concrete grout with (1) #6 rebar - HB&G Fiberfech or equal. Option 2 - Support beam B-2 with (4) 3" diameter 3/16" steel columns with bearing plates top and bottom. Hot dipped gals. Column and anchors With HB&G Perma Wrap or equal, made of cellular PVC. Columns split in diag. Halves and cemented together with epoxy clear adhesive. y," cellular PVC. (1) Piece, square w -h base, Capital and 3' high, dodo trim design. (4) RegUlred. HB&G; Fiberfech or equal. B. Porch Railin4 Shall be 3' high, decorative Perma Porch Railing, Outerbanks style, . HB&G or equal. With 1-112" PVC, Rails 1-1 /2" x 4" plank (synthetiC PVC). ProVide submittals. HB&G, FiberTech or equal. C. Decorative Faux Plastic Polymer Rectangle louver faux trim. Provide (6) 18" x 24" decorative trim units and install within Hardie Trim. (2) at gable ends and 4 for cupola. Fypon; Melton Classics or equal. Provide submittals. D. Sheathina shall be as follows: 1. Roof sheathing shall be APA rated sheathing, Exposure I , span rated as per the rafter or truss spacing. APA rated structural 1 sheathing shall be used when specified on sections and details sheets. 2. Sizes given for nails are common wire nails. Note: 1. Framing members shall be fastened together in accordance with the 2004 Florida Building Code w/ supplements, except where fastenings schedules are more stringent on the sections and details sheets... . 2. Uplift connectors shall be provided to resist uplift loads In accordance With Type, Amount, and Cat. No. Shown. Sheathina Notes: 1. Roofing sheathing to be wood structural panel EXPo-,u re 1 2. Roof sheathing shall be thickness or greater = 19/32 3. Roof trusses 0 24" OIC Maximum 4. Truss chords shall have a specific gravity of G=0.46 or greater DIVISION 7 - ROOFING AND THERMAL INSULATION A. Metal Roofing System shall be a 2- gauge, galvalume, 5-V Crimp. Color to be galvalume Install 30# felt underloyment utilizing Dade County Specification. Install galvalume drip edge to entire perimeter, install galvalume flashing around cupola. Install 24gauge, 5- V-cripm metal panels to manufacturer's specifications for 160 mph, Category "C" high wind requirements. Install lead vent collar. Clean roofing debris from jobsite and clean all surfaces. 1. Locations: Install 5-V crimp galvalume roof system on building roof and cupola roof. 2. Wood Deck shall be 5/8" nominal 19/32" plywood sheathing nalled w/8d common annular ring shank nails spaced at 6 o.c., field and 3" o.c. edges and zone 3. 3. Metal Panels and Accessories: a. Install the 5V -crimp panels including flashings and penetrations, valleys and accessories in compliance with MBCI's current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Applicatins Standard RAS 133, 24 guage. b. MBCI's '5Vcrimp panels" shall be installed With a minimum #14 SDS ZinC coated sealing washer fastener of sufficient length (but not less than 1-112") to penetrate 5/16" through the sheathing. #14 SDS ZinC coated fastener shall be spaced at a maximum of 12" o.c. perpendicular to the slope, In rows spaced 36" o.c. running parallel to the slope of the roof. , c. #14 SDS zinc coated fastener shall be spaced a minimum of 4 o.c, at the eaves and rakes, and at valley, and sealed with triple -bead sealant tape. All perimeter attachment shall be in accordance with Roofing Application Standard RAS 111. B. Attic Insulation and Sealer. Gable end walls and bottom of roof deck shall be spray foam system ( Icynene system) with 4-112" to 5" from masonry wall cap to wall cap. All 4 bUilding penmeters (to limit heat gain in summer and heat loss in winter and seal out salt at-osphere out from truss connectors and truss anchors. Manufacturer: Icynene or equal,' approved by the Building Department. C. CMU Wall Insulation: Fill open block cells with "foam in place" insulation system by Taylor Foam of FlOrida or equal. (retard heat gain in summer and heat loss In winter.) DIVISION 8 DOORS AND WINDOWS (_GLASS BLOCK). OPENINGS and Smart Vents: Provide Submittals. A Doors (8. 16. 16) Exterior Doors shall be plastic fiberglass 3' -0"x7' -0"x1-3/4" opaque fiberglass doors; solid core, flush doors. (3) required . As manufactured by Nanya Plastic Corp. with maximum design pressure rating of +65.0 psf and - 70.0 psf or Therma-Tru doors or equal. (Local contact: Vera Millwork, Stock Lumber) B. Hardware: ADA Lever locksets, butts and closures and thresholds. 1. Lever Lockset - Handing; non -handed. 2. Door thickness 1-3/8" to 1-7/8" standard; backset 2-3/4" standard . r n : Stainless steel 2-1/4" x 1-1/8" square corner, beveled for backset standard; Latch Bolt: brass, chrome plated. Exposed Trim: wrought brass and bronze Levers: of pressure cast -zinc; Pla!ed to match main finish Strike: ANSI Curves strikes 4-7/8 x 1-1/4 x 1-1/4 ' .. Cylinder and Keys: 6 pin - Everest C123 Keyway standard with two (2) nickel Silver keys per three (3) locks required (3 -year warranty) Manufacturer. Schloge Lever AL Series, Yale or equal. (Local contact: Vera Millwork). 3. Butts: Full mortise hinges (heavy welght)-s er butts for three (3) exterior Provide 4: 1199 - Brosslstainless steel. quare corn . ' . doors. Manufacturer: Hager; as listed, Ives or equal (Local contact. Vera Millwork, Stock Lumber or equal) . 4. Closures: Provide and install two (2) LCN--040t S-rl-:'rlor pullout at exterior Exterior door with top jamb (push -side) pus au a In , . . Closures (1) each for doors #1 and #2. Each shall be ADA acceSSible Lb. Pressure oil-droug closures of stainless steel wrap with plastic cover. LCN, Norton or Equal (Local contact -Vera Millwork, Stock Lumber or others).. . 5. Thresholds: Provide and install two (2) zero interior ADA acceSSible, Outswing 1566A saddle thresholds. (1) each for doors #1 and #2 and (1) Outswing bump threshold, standard, with Nanya Plastics Corp -Door Manufacturer, Zero, Pemko or equal. DIVISION 8 cont. C. Glassblock: Provide and install (2) glass block window openings of (6) 8' x 8" x 3-7/8" clarity (color clear), single row, set in type "M" or ' S" mortar ASTM C270, with (1) horizontal ladder reinforcing . 9 gauge galvanized at top and bottom of single row opening. Conditions: Salt laded, 160 mph window factor, Category "C"; wind borne area. NOA No. 07-0322.14. D. Smart Vent Masonry Wall Vents: Provide and install on exterior masonry walls, as follows: (6) on East, (3) on North, (3) on South and (2) on West; Total of 14 Smart Vents per drawings. Vents shall be stainless steel Smart Vents for Ventilation - Model #1540-510. Telephone 877-441-8368, www.smartvent.com DIVISION 9 FINISHES: A. Quarry Tile: Shall be manufactured by Dal -Tile, Metropolitan ceramics or approved equal as follows: 1. Ceramic ouarry Tile: Shall be non -Slip unglazed ceramic the meeting ASTM standards and the. ANSI A 137.1 specification for quarry tile. The body composition shall be of the finest shale and clays producing a uniformly dense body with slip resustant texture. Color shall be selected. Size shall be 11," x 6" x 6" floor tiles with 6" x 6" base at perimeter (over CMU Walls) floor substrate is concrete. Use thin set applied evenly over concrete floor with thin -set trowels per install recommendations. Joints: Use nominal 3/8" joint widths. 2. Install as follows: • Mix the from several cartons for best shading during installation. U -e beating block to embed the and align surfaces and edges. Clean colored grout with cheesecloth or toweling for uniform grout color and most uniform grout level and texture. Grout joints may be damaged by some acid cleaners. Test a small area first. Wet floor with clean water before applying any acid cleaner. Do not use any product containing Hydrofluoric acid 'since it will attack both grout and tile. See Dal -Tile website for complete downloadable speCification information. 3. Grout: Grout shall be dark colored, selected by architect and or City Managers/Agent. It is the responsibility of the the installer to thoroughly clean and remove all the grout residue and the dulling film inherent in the installation process. • After initial clean up, a period must be allowed to perm- proper curing - 28 days for maximum grout hardness. Prior to this period, - is recommended that the installer mop the floor w -h a temporary coating solution of a neutral chemical cleaner in a ratio of one part cleaner to one part water. • Provide Submittals. . B. Hardie -Plank: LaD Siding_ 1. Provide and Install 6-1/2" wide exposure, Hardie -Plank siding with XLD Hardie trim. Directly attached to CMU construction on entire West wall of lanai cover porch. Blind nailed directly to concrete block with stainless steel fasteners (salt laden conditions follows: 160 mph wind factor, Category "C".) Use 1-114" starter piece at bottom edge to ensure consistent park angle. Install per manufacturer's instructions.) Hardie -Plan or equal. Provide submittals. See data on sheet A-2. Fasten at 16' o.c. C. Hardi-Panel at Porch Ceilinas and Soffit Ceiling System (Exteriorl 1. Install 4' x 8' x 3/16" cement fiberboard hard i -panels with pneumatic fasteners, noncorrosive with head per manufacturer recommendation for high wind 160 mph, Category "C". Apply Ix2 cedar trim (back primed) at porch edges and at center joints. James Hardi or equal. 2. Interior Ceiling: at Men's Room and Women's Room shall be same as for exterior but without high wind nail requirement. D. Stucco Finish System: 1. Provide 5/8"-3/4" cement sand floated stucco around Lanai beam and a 5" wide stucco band on lath around tope and sides of Door #3 at exterior and Interior Doors #1 and #2 and provide 5/8" sill at 4 edges of glass block windows A -North and ASouth, both exterior and interior. 2. Stucco on metal lath shall be 5/8" thick, 3 -coat system with floated sand finish (industry standards required) 3. Cementitious finish on exterior CMU walls shall be 2 coats (same day) system (industry standards required) with float sand finish . 4. Stucco trim shall include vinyl trim edges to thickness shown on drawings (industry standards required) E. Paintina: 1. CMU walls: Interior and Exterior. Tooled masonry walls shall be prepped with abrasive tool to remove jags and burrs before primer. Primer shall be acrylic water base paint with block filler. Wall Color. Porter, Pittsburg or equal. Color to be selected by Architect or City ManagerlAgent. 2. Exterior Trim: Lap siding and Corner Trim Trim - White. Gloss Acrylic - White. Porter, Pittsburg or- equal. 3. Exterior Fascia and Soffits: a. Trim - White. Acrylic Semi -Gloss - White, over stain seal primer. 3 coat system. Porter, Pittsburg or equal. 4. (2) Restroom and Lana Ceilings: a. Cement fiberboard and trim. Color - Off White, Latex fiat paint (3) coat system. Porter, Pittsburg or equal. F. CarDentry Finish Work. Accessories: 1. Metal Hardware 2. All metal hardware exposed directly to the weather shall be hot dipped galvanized coated with a min. of 1.8 oz. Per sq. ft. of steel meeting the requirements of ASTM A-90 triple spot test or marine stainless steel. 3. All accessories for use in exterior waH construction but not directly exposed to weather shall be galvanized in accordance with ASTM A-153, class B-2 or - exposed, shall be vinyl plastic or marine stainless steel. 4. Sizes given for nails are common wire nails. 5. Soffit at porches shall be 3/16" Hardi-panels or stucco on rib lath attached to truss bottom chords 0 24" on center. DIVISION 10 SPECIALTIES - Toilet Room Accessories (American Specialties, Inc. or Equal) Provide Toilet Room Accessories as follows: A. Grab Bars - a) At rear and side of toilets for Men and Women's Restroom (2) each b) (2) 42" L x 1-112" 0 stainless steel type 304 -h satin finish attached to rear CMU Wall of each toilet (#163) c) (2) 36" L x 1-112" 12) stainless steel type 304 with satin finish attached to side CMU wall (#164) front. d) Optional: Install (2) type 56 with A=36", B= 54" one piece grab bars (1 -ex -sex) e) Provide submittals. B. Frameless Mirror - Front Mountina: a) (2) Required - 18" x 24" stainless steel mirror of 20 Gauge Stainless steel polished to #8 Mirror finish # 8026. . b) Provide and Install (1) at HC required - 40' height at bottom in both men and women's toilet room. c) Provide submittals. C. Toilet PaDer DisDensers (TPD1 a) #0030 - Surface Mounted dual roll toilet paper dispensers (2) required. b) Install (1) unit in both Men And Women's' toilet room at ADA required heights and distances. DIVISION 10 cont c) ARCHITECTURAL SPECIFICATIONS FOR D: Electric Hand Dryers: a) A RESTROOM FACILITY FORFOR WORKING WATERFRONT PHASE 2A O DIVISION 1 GENERAL CONDITIONS b) A. The design and construction of the structure andlor structural components depicted on c) this plan are fully under the jurisdiction of the 2006 supplement to the 2004 Edition of d) the Florida Building Code effective 11 December 2006 and 2005 National Electric Code. O B. All specified bolts (anchor bolts or other) shall be structural quality - ASTM A307 or e) better. E: Soon DisDensers: C. The structurehas been designed to resist the effects and loads created by wind Provide and install (2) two (quantity of 2); surface mounted, stainless steel velocities of 160 mph, and the following assumptions apply: b) a. Wind design criteria. Design structure for 160 mph. Category "C" c) b. The building is location in wind borne debris region d) i) Building is (1) story low rise - Public e) ii) Category "C" for components and cladding F: Baby_ Chanaino Stations: c. Wind velocity pressures and coefficients used are for Main Wind Force Resisting Provide and Install two (1) in Men's and (1) in Women's Toilet Room for System, as per the Florida Building Code, 2004 with 2006 supplements. (quantity of 2); surface mounted, high density polyethylene; baby changing d. All structural components shall be fastened in accordance with the Florida Building stations (4" deep when closed) with built-in dispenser for sanitary liners, code as show on drawings. hooks for diaper bag. Koala, ASI or equal. e. Dead Loads applied to the structure to offset up -lift loads are as per Structural Provide submittals Design Criteria - Sheet S-3 10.14.00 f. All glazed areas shall be designed for 160 mph wind forces Category "C" Provide and install (2) ADA system accessible restroom signs. g. All pre -manufactured components, i.e. windows, doors, jambs, etc. shall be verified Entry door mounted (exterior) shall be Mohawk 1000 ADA system or equal. by manufacturer to be capable of sustaining forces due to 160 mph window loads. (1) for Women's and (1) for Men Installation shall be in accordance with manufacturers specifications Category "C". Size: 8" x 8" with symbol for Women or Men plus lettering and Grade 2 h. Adequate bracing of structure is required during construction. Braille sign system meeting ADA -ANSI -A 117.1. I. All components and cladding subject to wind loading: i.e. roof tiles, soff-s, etc., shal Made from Hard phenglic plastic laminates or injection molded high be installed in accordance w -h manufactures' specifications for adequately resisting impact polystyrene for exterior - door mounted with raised Braille and raised or transferring window loads to the main wind force resis5tance system. text! j. Contractor shall obtain necessary installation specifications and inspections required Kroy Sign Systems, Inc. or Mohawk Sign Systems, Inc or Equal to comply with manufacturers recommendations for installation of components and Provide Submittals. cladding for high wind velocity areas (160 mph). D. All specified pre-fab(cated fastening devices shall be installed in accordance with the manufacturers recommendations. E. This plan has been developed as the structural system for wind resistance and does not constitute complete construction drawings. DIVISION 2 - SITE WORK - Site work for Men and Women's Toilet Room Facility shall be as shown on Civil drawings DIVISION 3 - CONCRETE a. Cast in Dlace concrete shall achieve a 28 -day compressive strength as Per R -C7 - Sheet S3. Provide (4) test cylinders for each 50 cy of concrete placed or fraction thereof. A. Cast in Dlace concrete shall be designed, mixed, placed and cured in accordance with ACI Standards. Rinker, Russell Concrete or Equal. B. REINFORCEMENT a. Concrete reinforcing bars shall be deformed new billet steel conforming to ASTM A-615, Grade 60. b. All splices shall be lap splices. Splices shall be a minimum of 40x bar diameters, using larger bar diameters when splicing different size bars. c. Reinforcement may be bent in shop or field provided that 1) diameter on bond shall be greater than 6 bar diameters 2) Reinforcement partially embedded in concrete shall not be bent. d. Secure reinforcement from displacement during concrete placement utilizing chairs and bolsters. e. Welded wire mesh shall be as per RC -18, Sheet S3. f. Minimum concrete cover shall be: i. Footings: 3" over soil, 2" over Poly V. Be. ii. Beams, Slabs & Walls: 1-1/2" up to NO. 5 Bar 2" No 6 Bar and Greater iii. Grouted Masonry Walls: 2" g. Standard 90" Hook is reinforcing bar terminating with a 90" bend and an extension from bend at least 12 bar.diameters. This shall be used at all vertical reinforcement terminations into tie beams and foundations. DIVISION 4 - MASONRY REQUIREMENTS A. CMU Walls shall be finish grade concrete block 8"x8"xl6" nominal size with two open cells to fill with reinforced grout and reinforcing steel or foam in place insulation by Taylor Foam of Flo in B. Masonry Reinforcement - Provide a 9 GA ladder - Dur -O -Wall ASTM A -36 - Galvanized reinforcement at 16" o.c. - vertically every other course for all masonry walls. DA 3200 Ladur - Single Wythe System. o N C. Mason - Cement Mortar - Shall be. per M-4, Sheet S3. N D. Tool all horizontal joints and float smooth all vertical. Wipe off all burrs and fill in all 3 voids for paint finish. DIVISION 5 - STEEL a A. Steel Columns shall be 3" STD Pipe Column 36 Steel per Detail Sheet S1 . o B. Reinforcement steel - See 3-C Concrete Notes. LU ZD Ce W r DIVISION f ARCHITFCTURAI, WOODWORK AND MILLWORK - FIBERGLASS & PLASTICS (Provide submittals for each). (Vera Millwork as contact and others) A. Decorative fiber -reinforced polymer composite colonial columns as follows: Provide and install (4) columns, supporting the west gable end - 8" x 16" block and PC lintel concrete beam - B -Z. tion 1 - Use Bottom 3' L - x 10" 0 of plain square Perma Cast column by HB&G (structural unit) with 4' L x 8" diameter Perma Cast Column (or equal) by HB&G (structural unit) each bearing up to BK). Fill column composite w/3000 Ib concrete grout with (1) #6 rebar - HB&G Fiberfech or equal. Option 2 - Support beam B-2 with (4) 3" diameter 3/16" steel columns with bearing plates top and bottom. Hot dipped gals. Column and anchors With HB&G Perma Wrap or equal, made of cellular PVC. Columns split in diag. Halves and cemented together with epoxy clear adhesive. y," cellular PVC. (1) Piece, square w -h base, Capital and 3' high, dodo trim design. (4) RegUlred. HB&G; Fiberfech or equal. B. Porch Railin4 Shall be 3' high, decorative Perma Porch Railing, Outerbanks style, . HB&G or equal. With 1-112" PVC, Rails 1-1 /2" x 4" plank (synthetiC PVC). ProVide submittals. HB&G, FiberTech or equal. C. Decorative Faux Plastic Polymer Rectangle louver faux trim. Provide (6) 18" x 24" decorative trim units and install within Hardie Trim. (2) at gable ends and 4 for cupola. Fypon; Melton Classics or equal. Provide submittals. D. Sheathina shall be as follows: 1. Roof sheathing shall be APA rated sheathing, Exposure I , span rated as per the rafter or truss spacing. APA rated structural 1 sheathing shall be used when specified on sections and details sheets. 2. Sizes given for nails are common wire nails. Note: 1. Framing members shall be fastened together in accordance with the 2004 Florida Building Code w/ supplements, except where fastenings schedules are more stringent on the sections and details sheets... . 2. Uplift connectors shall be provided to resist uplift loads In accordance With Type, Amount, and Cat. No. Shown. Sheathina Notes: 1. Roofing sheathing to be wood structural panel EXPo-,u re 1 2. Roof sheathing shall be thickness or greater = 19/32 3. Roof trusses 0 24" OIC Maximum 4. Truss chords shall have a specific gravity of G=0.46 or greater DIVISION 7 - ROOFING AND THERMAL INSULATION A. Metal Roofing System shall be a 2- gauge, galvalume, 5-V Crimp. Color to be galvalume Install 30# felt underloyment utilizing Dade County Specification. Install galvalume drip edge to entire perimeter, install galvalume flashing around cupola. Install 24gauge, 5- V-cripm metal panels to manufacturer's specifications for 160 mph, Category "C" high wind requirements. Install lead vent collar. Clean roofing debris from jobsite and clean all surfaces. 1. Locations: Install 5-V crimp galvalume roof system on building roof and cupola roof. 2. Wood Deck shall be 5/8" nominal 19/32" plywood sheathing nalled w/8d common annular ring shank nails spaced at 6 o.c., field and 3" o.c. edges and zone 3. 3. Metal Panels and Accessories: a. Install the 5V -crimp panels including flashings and penetrations, valleys and accessories in compliance with MBCI's current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Applicatins Standard RAS 133, 24 guage. b. MBCI's '5Vcrimp panels" shall be installed With a minimum #14 SDS ZinC coated sealing washer fastener of sufficient length (but not less than 1-112") to penetrate 5/16" through the sheathing. #14 SDS ZinC coated fastener shall be spaced at a maximum of 12" o.c. perpendicular to the slope, In rows spaced 36" o.c. running parallel to the slope of the roof. , c. #14 SDS zinc coated fastener shall be spaced a minimum of 4 o.c, at the eaves and rakes, and at valley, and sealed with triple -bead sealant tape. All perimeter attachment shall be in accordance with Roofing Application Standard RAS 111. B. Attic Insulation and Sealer. Gable end walls and bottom of roof deck shall be spray foam system ( Icynene system) with 4-112" to 5" from masonry wall cap to wall cap. All 4 bUilding penmeters (to limit heat gain in summer and heat loss in winter and seal out salt at-osphere out from truss connectors and truss anchors. Manufacturer: Icynene or equal,' approved by the Building Department. C. CMU Wall Insulation: Fill open block cells with "foam in place" insulation system by Taylor Foam of FlOrida or equal. (retard heat gain in summer and heat loss In winter.) DIVISION 8 DOORS AND WINDOWS (_GLASS BLOCK). OPENINGS and Smart Vents: Provide Submittals. A Doors (8. 16. 16) Exterior Doors shall be plastic fiberglass 3' -0"x7' -0"x1-3/4" opaque fiberglass doors; solid core, flush doors. (3) required . As manufactured by Nanya Plastic Corp. with maximum design pressure rating of +65.0 psf and - 70.0 psf or Therma-Tru doors or equal. (Local contact: Vera Millwork, Stock Lumber) B. Hardware: ADA Lever locksets, butts and closures and thresholds. 1. Lever Lockset - Handing; non -handed. 2. Door thickness 1-3/8" to 1-7/8" standard; backset 2-3/4" standard . r n : Stainless steel 2-1/4" x 1-1/8" square corner, beveled for backset standard; Latch Bolt: brass, chrome plated. Exposed Trim: wrought brass and bronze Levers: of pressure cast -zinc; Pla!ed to match main finish Strike: ANSI Curves strikes 4-7/8 x 1-1/4 x 1-1/4 ' .. Cylinder and Keys: 6 pin - Everest C123 Keyway standard with two (2) nickel Silver keys per three (3) locks required (3 -year warranty) Manufacturer. Schloge Lever AL Series, Yale or equal. (Local contact: Vera Millwork). 3. Butts: Full mortise hinges (heavy welght)-s er butts for three (3) exterior Provide 4: 1199 - Brosslstainless steel. quare corn . ' . doors. Manufacturer: Hager; as listed, Ives or equal (Local contact. Vera Millwork, Stock Lumber or equal) . 4. Closures: Provide and install two (2) LCN--040t S-rl-:'rlor pullout at exterior Exterior door with top jamb (push -side) pus au a In , . . Closures (1) each for doors #1 and #2. Each shall be ADA acceSSible Lb. Pressure oil-droug closures of stainless steel wrap with plastic cover. LCN, Norton or Equal (Local contact -Vera Millwork, Stock Lumber or others).. . 5. Thresholds: Provide and install two (2) zero interior ADA acceSSible, Outswing 1566A saddle thresholds. (1) each for doors #1 and #2 and (1) Outswing bump threshold, standard, with Nanya Plastics Corp -Door Manufacturer, Zero, Pemko or equal. DIVISION 8 cont. C. Glassblock: Provide and install (2) glass block window openings of (6) 8' x 8" x 3-7/8" clarity (color clear), single row, set in type "M" or ' S" mortar ASTM C270, with (1) horizontal ladder reinforcing . 9 gauge galvanized at top and bottom of single row opening. Conditions: Salt laded, 160 mph window factor, Category "C"; wind borne area. NOA No. 07-0322.14. D. Smart Vent Masonry Wall Vents: Provide and install on exterior masonry walls, as follows: (6) on East, (3) on North, (3) on South and (2) on West; Total of 14 Smart Vents per drawings. Vents shall be stainless steel Smart Vents for Ventilation - Model #1540-510. Telephone 877-441-8368, www.smartvent.com DIVISION 9 FINISHES: A. Quarry Tile: Shall be manufactured by Dal -Tile, Metropolitan ceramics or approved equal as follows: 1. Ceramic ouarry Tile: Shall be non -Slip unglazed ceramic the meeting ASTM standards and the. ANSI A 137.1 specification for quarry tile. The body composition shall be of the finest shale and clays producing a uniformly dense body with slip resustant texture. Color shall be selected. Size shall be 11," x 6" x 6" floor tiles with 6" x 6" base at perimeter (over CMU Walls) floor substrate is concrete. Use thin set applied evenly over concrete floor with thin -set trowels per install recommendations. Joints: Use nominal 3/8" joint widths. 2. Install as follows: • Mix the from several cartons for best shading during installation. U -e beating block to embed the and align surfaces and edges. Clean colored grout with cheesecloth or toweling for uniform grout color and most uniform grout level and texture. Grout joints may be damaged by some acid cleaners. Test a small area first. Wet floor with clean water before applying any acid cleaner. Do not use any product containing Hydrofluoric acid 'since it will attack both grout and tile. See Dal -Tile website for complete downloadable speCification information. 3. Grout: Grout shall be dark colored, selected by architect and or City Managers/Agent. It is the responsibility of the the installer to thoroughly clean and remove all the grout residue and the dulling film inherent in the installation process. • After initial clean up, a period must be allowed to perm- proper curing - 28 days for maximum grout hardness. Prior to this period, - is recommended that the installer mop the floor w -h a temporary coating solution of a neutral chemical cleaner in a ratio of one part cleaner to one part water. • Provide Submittals. . B. Hardie -Plank: LaD Siding_ 1. Provide and Install 6-1/2" wide exposure, Hardie -Plank siding with XLD Hardie trim. Directly attached to CMU construction on entire West wall of lanai cover porch. Blind nailed directly to concrete block with stainless steel fasteners (salt laden conditions follows: 160 mph wind factor, Category "C".) Use 1-114" starter piece at bottom edge to ensure consistent park angle. Install per manufacturer's instructions.) Hardie -Plan or equal. Provide submittals. See data on sheet A-2. Fasten at 16' o.c. C. Hardi-Panel at Porch Ceilinas and Soffit Ceiling System (Exteriorl 1. Install 4' x 8' x 3/16" cement fiberboard hard i -panels with pneumatic fasteners, noncorrosive with head per manufacturer recommendation for high wind 160 mph, Category "C". Apply Ix2 cedar trim (back primed) at porch edges and at center joints. James Hardi or equal. 2. Interior Ceiling: at Men's Room and Women's Room shall be same as for exterior but without high wind nail requirement. D. Stucco Finish System: 1. Provide 5/8"-3/4" cement sand floated stucco around Lanai beam and a 5" wide stucco band on lath around tope and sides of Door #3 at exterior and Interior Doors #1 and #2 and provide 5/8" sill at 4 edges of glass block windows A -North and ASouth, both exterior and interior. 2. Stucco on metal lath shall be 5/8" thick, 3 -coat system with floated sand finish (industry standards required) 3. Cementitious finish on exterior CMU walls shall be 2 coats (same day) system (industry standards required) with float sand finish . 4. Stucco trim shall include vinyl trim edges to thickness shown on drawings (industry standards required) E. Paintina: 1. CMU walls: Interior and Exterior. Tooled masonry walls shall be prepped with abrasive tool to remove jags and burrs before primer. Primer shall be acrylic water base paint with block filler. Wall Color. Porter, Pittsburg or equal. Color to be selected by Architect or City ManagerlAgent. 2. Exterior Trim: Lap siding and Corner Trim Trim - White. Gloss Acrylic - White. Porter, Pittsburg or- equal. 3. Exterior Fascia and Soffits: a. Trim - White. Acrylic Semi -Gloss - White, over stain seal primer. 3 coat system. Porter, Pittsburg or equal. 4. (2) Restroom and Lana Ceilings: a. Cement fiberboard and trim. Color - Off White, Latex fiat paint (3) coat system. Porter, Pittsburg or equal. F. CarDentry Finish Work. Accessories: 1. Metal Hardware 2. All metal hardware exposed directly to the weather shall be hot dipped galvanized coated with a min. of 1.8 oz. Per sq. ft. of steel meeting the requirements of ASTM A-90 triple spot test or marine stainless steel. 3. All accessories for use in exterior waH construction but not directly exposed to weather shall be galvanized in accordance with ASTM A-153, class B-2 or - exposed, shall be vinyl plastic or marine stainless steel. 4. Sizes given for nails are common wire nails. 5. Soffit at porches shall be 3/16" Hardi-panels or stucco on rib lath attached to truss bottom chords 0 24" on center. DIVISION 10 SPECIALTIES - Toilet Room Accessories (American Specialties, Inc. or Equal) Provide Toilet Room Accessories as follows: A. Grab Bars - a) At rear and side of toilets for Men and Women's Restroom (2) each b) (2) 42" L x 1-112" 0 stainless steel type 304 -h satin finish attached to rear CMU Wall of each toilet (#163) c) (2) 36" L x 1-112" 12) stainless steel type 304 with satin finish attached to side CMU wall (#164) front. d) Optional: Install (2) type 56 with A=36", B= 54" one piece grab bars (1 -ex -sex) e) Provide submittals. B. Frameless Mirror - Front Mountina: a) (2) Required - 18" x 24" stainless steel mirror of 20 Gauge Stainless steel polished to #8 Mirror finish # 8026. . b) Provide and Install (1) at HC required - 40' height at bottom in both men and women's toilet room. c) Provide submittals. C. Toilet PaDer DisDensers (TPD1 a) #0030 - Surface Mounted dual roll toilet paper dispensers (2) required. b) Install (1) unit in both Men And Women's' toilet room at ADA required heights and distances. DIVISION 10 cont c) Provided submittals. D: Electric Hand Dryers: a) #0130-71 Surface mounted automatic w -h almond color cover (by O Porcel-NR) 12 x 9 x 9 t b) Model 0150 No touch c) Mounted center line of 40" AFF d) (2) Required -: (1) each Toilet Room (Men's and Women's) with 1/8 HP O w/ UL Listing e) Provide submittals. E: Soon DisDensers: a) Provide and install (2) two (quantity of 2); surface mounted, stainless steel with S4 satin finish . b) #0342 Horizontal soap dispensers, (1) at Men's and (1) at Women's c) Size: 8-1/8" x 4-3/4" x 5-1/4" projection. d) ASI or equal e) Provide Subm-tats. F: Baby_ Chanaino Stations: a) Provide and Install two (1) in Men's and (1) in Women's Toilet Room for z Ln Ln (quantity of 2); surface mounted, high density polyethylene; baby changing stations (4" deep when closed) with built-in dispenser for sanitary liners, hooks for diaper bag. Koala, ASI or equal. b) Provide submittals G: Sionaae: 10.14.00 a) Provide and install (2) ADA system accessible restroom signs. b) Entry door mounted (exterior) shall be Mohawk 1000 ADA system or equal. (1) for Women's and (1) for Men c) Size: 8" x 8" with symbol for Women or Men plus lettering and Grade 2 Braille sign system meeting ADA -ANSI -A 117.1. d) Made from Hard phenglic plastic laminates or injection molded high impact polystyrene for exterior - door mounted with raised Braille and raised text! e) Kroy Sign Systems, Inc. or Mohawk Sign Systems, Inc or Equal f) Provide Submittals. DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr A C H REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT I 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 H v � LU W a ZZ cd 0 O N F- LU 0 00 U V) Q O cJ7 = J D- LU J I- L L pZ Z F- c U LL,o pe J m� CJS z Ln Ln d. > m N H v � LU W a ZZ C O 0 O o F- 0 00 U a z a 4 a 3 w DRAWN BY: U N CHECKED BY: o APPROVED BY: m ARCHITECT'S PROJECT No.: a Z SHEET TITLE: CA SPECIFICATIONS r U w W Z SHEET NUMBER r SP1 J a U W M O U T, DPK DPK WT -11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b) ALL DESIGN LOADS AND THEIR POINTS OF APPUCtiiON, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c) ADJUSTMENTS TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC. d) REACTIVE FORCES AND THEIR LOCATIONS. e) BEARING TYPE AND MINIMUM BEARING LENGTH. f) DEFLECTIONS, SPAN AND REACTION. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. I) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. J) TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES 'PIGGY BACK' TRUSSES. k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. I) BRACING. NOTE MINIMUM REQUIREMENTS WT -12 WT -12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON H2.5 AT EACH TRUSS. WT -13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. WF -14 ALL CONNECTION HARDWARE SHALL BE GALVANIZED SUPPLIED BY SIMPSON STRONG -TIE CO., INC., OR BY APPROVED EQUIVALENT MANUFACTURER. VK -15 ALLCONNECTION HARDWARE iS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. WOOD WD -1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO ARC 'AMERICAN INSTITUTE OF TIMBER CONSTRUCTION' MANUAL, EDITION, AND THE 'NATIONAL DESIGN SPECIFICATIONS' FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. WD -2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WD -3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. WD -4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. WD -5 ALL METAL WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL AND SHALL BE GALVANIZED STEEL WD -6 ALL LUMBER SHALL BE SOUTHERN PINE NO.2 GRADE OR BETTER: WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. WD -11 SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. WD -12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. WD -13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. WD -14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. WD -15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WiTH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT I T E (01" T 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 STRUCTURAL DESIGN CRITERIA Cts Q L.L.! D-1 CODES: - FLORIDA BUILDING CODE 2014, 5th EDITION Q O M-10 PROVIDE VERTICAL REINFORCEMENT N GROUT FILLED CELLS: ASCE 7-02 'MINIMUM DESIGN LOADS FOR RC -8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA iS O Z A. AS SHOWN ON THE DRAWINGS C) 0 BUILDINGS AND OTHER STRUCTURES Q AVAILABLE: __.. B. MAXIMUM 48OC J mLu_ QN �> a) 3000 PSi, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 m LLL,) C. AT ALL CORNERS AND INTERSECTIONS D-2 SUPERIMPOSED DEAD LOAD MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) D. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS ROOF (WITHOUT ATTiC STORAGE) 10 PSF ROOF (WITH ATTIC STORAGE) 30 PSF RC -9 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE M -I1 REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE CEMENTRIOUS MATERIAL DO NOT USE FOR EXPOSED SLABS SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL LIVE LOADS: REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR ROOF 20 PSF RC -10 SUBMIT COPIES OF CONCRETE MiX DESIGN TO ENGINEER FOR APPROVAL UNLESS NOTED OTHERWISE. CORRIDORS 100 PSF INFORMATION SHALL INCLUDE: a) INTENDED USAGE AND LOCATED N FOR EACH TYPE M-12 PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH D-3 MPH DESIGN WIND SPEED: 140 FBC ( � b) MIX DESIGN FOR EACH TYPE VERTICAL REINFORCING IMPORTANCE FACTOR: 10 c) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD WIND EXPOSURE CATEGORY: C d) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD M-13 RUNNING BOND WITH 3 8' MORTAR PLACE ALL MASONRY N / AR JOINTS. MEAN ROOF HEIGHT, H; 12 FT e) WATER CEMENT RATIO BY WEIGHT ROOF PiTCH 5:12 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT f) CEMENT TYPE AND MANUFACTURER M-14 PROVIDE HORIZONTAL WALL REINFORCEMENT 9 GA. LADDER TYPE (DLR -O -WALL OR EQUAL) IN BED JOINTS AT 16" O.C. MEASURED = +/- GCpi 0.18 g) SLUMP RANGE VERTICALLY. h) AIR CONTENT ASSUMPTIONS: 1) ADMIXTURE TYPE AND MANUFACTURER M-15 JOINT REINFORCEMENT SHALL BE LAPPED AT LEAST 6' AT SPLICES A. BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY J) PERCENT ADMIXTURE BY WEIGHT AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE SECTION 1606.1.5 FBC k STRENGTH TEST DATA REQUIRED TO ESTABLISH MiX DESIGN ) OF REINFORCEMENT IN THE LAPPED DISTANCE. B. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, i) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL I.E. E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN M-16 AT INTERSECTING WALLS FIFTY PERCENT OF THE MASONRY SHALL AND FASTENED RESIST DESIGN WIND PRESSURES FOR COMPONENTS REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR BE LAID IN OVERLAPPING MASONRY BONDING PATTERN AND CLADDING, AS SHOWN ON PLAN. C. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, RC -11 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER M-17 REFER 70 TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING HEIGHT OF MASONRY WALLS. PROVIDE CLEAN-OUT HOLES AT BASE RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND OF CONCRETE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH HEIGHT. MANUFACTURER'S SPECIFICATIONS RC -i2 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE D. ALL GLAZING IS HAVE EITHER IMPACT RESISTANT GLAZING OR BE PERMITTED. M-18 GROUTFOR FILLED CELLS SHALL BE VIBRATED DURING PROTECTED WiTH AN IMPACT RESISTANT COVERING. PLACEMENT USING A 'PENCIL' TYPE VIBRATOR. 1. GLAZED OPENINGS LOCATED WITHIN 30 FT OF GRADE SHALL RC -13 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH MEET THE REQUIREMENTSTHE LARGE ILE TEST R REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO RANG WATER E _ M 19 VERTICAL. REINFORCEMENT B HELD IN POSITION T THE TOP SHALL E _.. 2. GLAZED OPENINGS LOC ORE THAN 30 FT ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST BE 4 I.D.A AND BOTTOM OF BA AND AT 8'-0' OC MAXIMUM WITH A MINIMUM E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH RC -14 A 2 1.0. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE CLEARANCE OF 1/2R FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER OR 1'. CENTER MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BARS IN WALLS UNLESS NOTED OTHERWISE. COMPONENTS AND CLADDING FOR HURRICANE PRONE REGIONS. BEYOND THAT NOTED ABOVE. - RC 16 ALL REINFORCING STEEL SHALL BE DET AILED, FAABRICATED AND M-20 ALL REINFORCED ARE TO BE CLEAN AND FREE OF ANY FOREIGN D-4 C ZONE 0 SEISMIC: INSTALLED IN ACCORDANCE WITH ACI 318 AN CI DETAILING MATERIAL OR DEBRIS -5ASSUM GEOTECHNiCAL REPORT MANU -315 LATEST EDITION. AL, ACI STRUCTURAL STEEL ' I 000 PSF WFARING CAPACITY OF SOLI S 2 ED A ABEL S PRECLUDE IS ASSUMPTION CONTACT ENGINEER IF CONDITION THIS - RC 17 REINFORCEMENT RUST' MSU' SCALEOR A COMBINATION OF _- S 1 FABRICATION ERECTION OF .STRUCTURAL CONFORM TION AN OF RECORD PRO E MINIMUM BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED TH NINTH TO THE AISC OF STEEL CONSTRUCTION,"EDITION *MANUAL DIMENSIONS INCLUDING HEIGHT OF DEFORMATIONS) AND ( AND THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND GENERAL NOTES WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,' LATEST EDITION. 6-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START ASTM STANDARDS REFERENCE IN ACI 318 S-2 ALL MISCELLANEOUS AND STRUCTURA STEEL TO CONFORM TO ASTM OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR RC -18 ALL SLABS ON GRADE SHALL REINFORCED WITH: A-36 WITH MINIMUM YIELD STRENGTH OF 36 KSI. STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2' TO Z' THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD S-5 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1 'STRUCTURAL CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. WELDING CODE,' LATEST EDITION. AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. RC -19 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR S-6 USE ELECTRODES FOR ALL WELDING UNLESS NOTED MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. OTHERWISE. GRIND SMOOTH ALL EXPOSED WELDS. G-2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE RC -20 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 S-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO DURING CONSTRUCTION. DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT G-3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE RC -21 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING: DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. FOOTINGS: BOTTOM AND UNFORMED EDGES S-10 DO NOT WELD TO EMBEDS UNTiL CONCRETE HAS CURED AT LEAST 72 HOURS USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT 6-4 COORDINATE STRUCTURAL AND OTHER iRAWINGS THAT ARE PART OF DIRECT CONTACT WITH SOIL 3' CLR. BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED WITH VAPOR BARRIER 2' CLR. CONCRETE. ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) BEAMS A COLUMNS: S -II HEADED SND ANCHORS SHALL BE A36 AND MANUFACTURED INTERIOR 1 1/2' CLR. BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE EXTERIOR 2' CLR. CONFORM TO AWS DIA 'STRUCTURAL WELDING CODE.' TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE RC -22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS S-12 SURFACE PREPARATION AND SHOP PAINTING OF ALL STRUCTURAL DETAIL IS SHOWN. iNDMDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT STEEL MEMBERS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR THE 'CODE OF STANDARD PRACTICE 'OF AISC. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE REVIEW PRIOR TO CASTING CONCRETE. ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. S-13 SHOP PANT -METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING: WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE RC -23 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE SEE ARCHITECT FOR PREFERRED COLOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. MANUFACTURER DESIGNATION ARCHITECT/ENGINEER. RC -24 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA PORTER NO. 296 MOBILE N0. 13F812 G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF TINEMIC NO. 1009 DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REINFORCING. AMERON NO. 5102 AMERCOAT REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND RC -25 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS A STRIP SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN FOOTINGS, PReVIDE CORNER BARS OF SAME SIZE AND QUANTITY S-14 SHOP PAINT ALL STEEL EXCEPT SURFACES TO BE EMBEDDED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL CONCRETE, FIELD WELDED, OR COVERED WITH SPRAY -ON FIRE PROOFING. CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO APPLY PAINT IN ACCORDANCE WITH SSPC-PA 1, SHOP FIELD AND ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND RC -26 ALL EMBEDDED ITEMS SHALL BE SECURELY TiED IN PUCE PRIOR TO MAINTENANCE PAINTING. APPLY PAINT IN SUFFICIENT VOLUME OR COATS INSTALL A COMPLETE STRUCTURE. CONCRETE PLACEMENT. TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3 MILS BUT RC -27 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE NOT MORE THAN 5 MILS. 6-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WiTH THE CONTRACT CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR 5-15 CLEAN ALL FIELD WELDS AND PRIME AND PAiNT AFTER INSPECTION, RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO RC -28 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE n. SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. WOOD TRUSSES v REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL RC -29 PUCE CONCRETE PER ACI 304. USE INiERNAL MECHANICAL WT -1 THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE VIBRATION FOR ALL CONCRETE. MAXIMUM FREE FALL DROP CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES'. SHALLOW FOUNDATIONS LIMIT OF CONCRETE TO 6'-0' FOR 57 AGGREGATE AND 8'-0FOR 18 C) AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID WT -2 DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WiTH: N SF -1 SOIL TO BE STRIPPED, COMPACTED AND TESTED N ACCORDANCE WITH SEGREGATION OF CONCRETE DURING PLACEMENT. APPLICABLE BUILDING CODE (SEE NOTE 0-1). N THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT RC -30 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE NFPA'S 'NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED SPECIFICATIONS. FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE IT CAN LUMBER AND ITS FASTENINGS: TRUSS PUTS INSTITUTE'S 'DESIGN SPECIFICATIONS FOR LIGHT Fes- SF -2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS METAL PLATE CONNECTED ROOF TRUSSES 5 UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR INCREASED 1' IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED ECCENTRICITY - 2'. TOLERANCE FOR MISLOCATION OF COLUMN MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING WT _3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE a DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. PLACEMENT OF CONCRETE. WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION' O SF -3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. RC -31 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO 1986 EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, 'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED SF -4 COORDINATE PLUMBING LINES WiTH FOOTING LOCATIONS FOR ACI 318, SECTION 6.3. WOOD TRUSSES, TPI -850, PUBLISHED BT THE TRUSS PLATE INSTITUTE, J INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH RC -32 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. SECTION OF THESE SPECIFICATIONS. u WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WT -4 SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS J DRAWINGS. b) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT aWITH SF -5 EXCAVATING UNDER OR NEAR IN -PUCE FOOTINGS/FOUNDATIONS TO REVIEW AND ACCEPTANCE BY ENGINEER, PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ MASONRY LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT O FOUNDATIONS WILL NOT BE PERMITTED. M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI 'BUILDING CODE COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. u' SF -6 REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. REQUIREMENTS FOR MASONRY STRUCTURES?(ACI/ASCE 530-02) AND _5 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN 'SPECIFICATIONS FOR MASONRY STRUCTURES- (ACI/ASCE 530.1-02) LOADS SHOWN THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING P EXCEPT AS AMENDED BELOW. CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION WIND, AND CONCE tl�� COLUMN DOWELS AND ANCHOR BOLTS. FOR LIVE LOADS. ZD M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND G REINFORCED CONCRETE SPECIFICATIONS FOR REFERENCE AT THE JOBSITE.NET UO ZD ce NET UPLIFT OVERHANG -----------------------63 PSF �- RC -I ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. SUPERIMPOSED DEAD LOADS. ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS FOR ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE TOP CHORD ---------------------------------10 PSF Lu STRUCTURAL CONCRETE,' ACI 318-99. PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. BOTTOM CHORD------------- 10 PSF (WITHOUT ATTIC STORAGE) O RC -2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE 30 PSF (WITH AMC STORAGE) u PLACED OR FRACTION THEREOF. M-4 USE TYPE 'M' MORTAR FOR ABOVE GRADE APPLICATIONS RC -3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND TYPE 'S' MORTAR FOR BELOW GRADE APPLICATIONS. Wi-6 MINIMUM DURATION OF LOAD FACTORS D AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE MORTAR SHALL CONFORM TO ASTM C270 PROPORTION OR PROPERTY1.33 ( ROOF DL+LLL CL STRENGTH AT 28 DAYS: SPECIFICATION) 1 5 ROOF DL +LL 1.25 Z L�„ SPREAD AND WALL FOOTINGS 3000 PSI M-5 MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, WT -7 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR N THE m SLABS 3000 PSI TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF 2000 PSI PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES Lu ALL OTHER CONCRETE 3000 PSI TO PROVIDE NET AREA COMPRESSIVE STRENGH OF MASONRY (Fm') SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. O RC -5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS OF 1500 PSI. WT -8 HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL 0 M-6 COARSE GROUT SHALL CONFORM TO ASTM C476: BE IN ACCORDANCE WiTH 'HANDLING AND ERECTING WOOD TRUSSES' v RC -6 USE REGULAR WEIGHT CONCRETi. c.) 2500 PSI AT 28 DAYS 1) AND BRACING WOOD TRUSSES: COMMENTARY A RC -7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE b. 1 4' MAXIMUM AGGREGATE SIZE ) / RECOMMENDATIONS?BY THE TRUSS PLATE INSTITUTE, LATEST RECOM c.) 8" TO 11" SLUMP EDITIONS. a FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: M-7 A REINFORCED CONCRETE TIE BEAM OR MASONRY TiE BEAM WT -9 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) z LOCATION SLUMP MAX. AGGREGATE SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL ROOF LIVE LOAD = L/360 - DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH ROOF TOTAL LOAD = L/24D FOOTINGS 4' +/- 1' ASTM #57 TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS w +/- Aye #g7 SUBS 5 1 TO MATCH HORIZONTAL BARS. WT -10 SUPPORTS; WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE } p TIE BMS I! TIE COL'S 5' +/- 1' ASTM #8 PEAROCK - M 8 UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. (2) COURSES 8' MASONRY U -BLOCK WT -11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b) ALL DESIGN LOADS AND THEIR POINTS OF APPUCtiiON, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c) ADJUSTMENTS TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC. d) REACTIVE FORCES AND THEIR LOCATIONS. e) BEARING TYPE AND MINIMUM BEARING LENGTH. f) DEFLECTIONS, SPAN AND REACTION. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. I) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. J) TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES 'PIGGY BACK' TRUSSES. k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. I) BRACING. NOTE MINIMUM REQUIREMENTS WT -12 WT -12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON H2.5 AT EACH TRUSS. WT -13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. WF -14 ALL CONNECTION HARDWARE SHALL BE GALVANIZED SUPPLIED BY SIMPSON STRONG -TIE CO., INC., OR BY APPROVED EQUIVALENT MANUFACTURER. VK -15 ALLCONNECTION HARDWARE iS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. WOOD WD -1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO ARC 'AMERICAN INSTITUTE OF TIMBER CONSTRUCTION' MANUAL, EDITION, AND THE 'NATIONAL DESIGN SPECIFICATIONS' FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. WD -2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WD -3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. WD -4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. WD -5 ALL METAL WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL AND SHALL BE GALVANIZED STEEL WD -6 ALL LUMBER SHALL BE SOUTHERN PINE NO.2 GRADE OR BETTER: WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. WD -11 SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. WD -12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. WD -13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. WD -14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. WD -15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WiTH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT I T E (01" T 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 c- 3 � /1 V V/ L11 Z U. a Z 4 CL c. :�e O i O4 f a� a DRAWN BY: CHECKED BY: 0 APPROVED BY: U m ARCHITECT'S PROJECT No.: EL EL Z cn N SHEET TITLE: 0 SPECIFICATIONS U w 0 a Z SHEET NUMBER w J } U SP2 J a w C U } DPK DPK Cts Q L.L.! Q O i _LLJ O Z Z C) 0 Q U LL __.. 0 "- J mLu_ QN �> m LLL,) c- 3 � /1 V V/ L11 Z U. a Z 4 CL c. :�e O i O4 f a� a DRAWN BY: CHECKED BY: 0 APPROVED BY: U m ARCHITECT'S PROJECT No.: EL EL Z cn N SHEET TITLE: 0 SPECIFICATIONS U w 0 a Z SHEET NUMBER w J } U SP2 J a w C U } DPK DPK T �. .. , >, . ., 604.3 Clearance. Clearances around water closets and in EXCEPTIONS: 604.7 Dtapensero. Toilet paper dispensers shall comply with 309.4 and shall be Clear Floor Space at Water Closets toilet compartments shalt comply with 604.3. 1. Grob bona shall not be required to be installed in a 7 Inches (180 mm) minimum and 9 inches (230 mm) maximum in front of toilet room for a si no occupant accessed only through the water closet measured to the centerline of the dispenser. The outlet of the 0 min 12 max 804.3.1 Size. Clearance around a water closet shall be 60 a private office and not for common use or public use dispenser shall be 15 inches (380 mm) minimum and 48 Inches (1220 mm) 16_18 36 min • Inches (1525 mm} minimum measured perpendicular from provided that reinforcement teas been installed In walla maximum above the finish floor and shall not be located behind grab bars. 54 min . the aids wall and 56 inches (1420 mm) minimum measured brei located so as to permit the Installation of grab bora Dispensers shall not be of a type that controls delivery or that does not allow 36 nem / perpendicular from five rear wolf. complying with 604.5. continuous paper flow. E 2. In residential dwelling units, grab bare shall not be I 12 m 12 min 12 max 42 min00 .. er CC ,,. . . , .. . . d 604.3.2 Overlap. The inquired alearonce around the ova} tequtrod to be Installed In toilet or bathrooms provided 604.6 Flush Controls. If plumbing valves are located directly behind fhe toilet seat I tow .6 ' `:�7 closet shall be permitted to overlap the water closet, that reinforcement has been installed in walls and locate flush valves and related plumbing can cause injury or Imbalance when a person I I paper .� .% associated grab bare, dispensers, sanitary napkin disposal so as to permit the installation of grab bars complying leans back against them. To prevent causing injury or Imbalance, the plumbing can I , • units, coat hooks, shetws, accessible routes, clear floor with 604.5.3. In detention or correction facilities, grab be located behind walls or to the side of the toilet; or if approved by the local I E .. I I< I max space and clearances required at other fixtures, and the bars shall not be required to be Installed In housing or authority having jurisdiction, provide a toilet seat ltd. I n n - turning space. No other fixtures or obstructions shall be holding cells that aro specially designed without dear E r .... q, \ \ , 7 located within the required water closet clearance. protrusions for purposes of suicide prevention. Advisory 604.7 Dlapensere. If toilet paper dlspansers aro installed above the side% floor a, . J , I n I 54 min spao ------ - ...... . i : - EXCEPTION: to residential dwelling units, a lavatory 604.5.1 Stela Watt The aide wall grab bar shall be 42 Inches wall grab bar the outlet of the Collet paper dispenser must be 48 Inches (1220 L_ - �� I 42 min mm) maximum above the finish floor and the tap of the gripping surface of the complying with 606 shall be permitted on the rear wall (1065 mm) long minimum, located 12 Inches (305 mm) �_ (a) (b) grab bar must be 33 Inches (840 mm) minimum and 36 inches (915 mm) 18 inches (455 mm) minimum from the water closet maximum from the rear wall and extending 54 Inches (1370 maximum above the finish floor. Back Wall Side wall • I min latch 66 min , w,wall mounted w.c. . centertlne where the clearance at the water closet Is 66 mm) minimum from the mar wall. min appreach only. . inches (1675 mm) minimum measured perpendicular 604.8 Toilet Compartments. Wheelchair accessibletoilet compartments shall meet the • • • • • • • • • • • • • • • • • • • • • • • • • • • otherapproaches69 min / w,Nr. mounted w.c• from the roar esti. Advisory 604.5 Grab Bars Exception 2. Reinforcement must be requirements of 604.8.1 and 604.8.3. Compartment: containing more than one sufficient to permit the Installation of rear and side wall plumbing fixture shall comply with 603. Ambulatory accessible compartments shall . 604.3.2 Overlap. When the door to the toilet room is placed grab bars that fully meet all accessibility requirements comply with 604.8.2 and 604.8.3. • I n directly in front of the water closet, the water closet cannot including, but not limited to, required length, installation g V overlap the required maneuvering clearance for the door height, and structural strength. 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments ; s s s Inside the room. shall comply with 604.8.1. Y 1. . 604.5.2 Rear Wall. The roar wall grab bar shall be 36 Inches c c _ . 604.4 Seats. The seat height of a water closet above the (915 mm) long minimum and extend from the centerline of 60 min �__: E 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) I I M finish floor shall be 17 inches (430 mm) minimum and 19 the water closet 12 inches (305 mm) minimum on one side wide minimum measured perpendicular to the side wall, and 56 Inches (1420 mm) . inches (485 mm) maximum measured to the top of the and 24 inches (810 mm} mtntmum on the other side. deep minimum for wall hung water closets and 59 inches (1500 mm) deep G ► ; seat. Seats shall not be sprung to return to a Itfted position. minimum for floor mounted water closets measured perpendicular to the rear wall. ; ; I \ EXCEPTIONS Wheelchair accessible compartments for children's use shall be 60 Inches (1525 i 12 max EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches mm wide minimum measured perpendicular to the side wall, and 59 inches 1500 .4 I-' -� i, 1. A water closet to a tallet room for a single occupant (610 mm) long min[mum, centered on the water closet, } ��e ( �9 x17 54 min accessed only through a private office and not for where walls ace does not permit a len mm) deep minimum far wall hung and floor mounted water closets measured common use or public use shall not be required to P Pe 9m of ec Inches perpendicular to the rear wall. E E `E .F . i 1370 P(915 mm) minimum dee to the location of a recessed comply with 604.4. fExture adjacent te the water closet. 2. In residential dwelling units, the height of water 804.8.1.1 Size. The minimum space required in toilet compartments Is provided so n ( n 9 g 2. Where an administrative authority requires flush closets shall be permitted to be {S Inches (380 mm) controls for flush valves to be located in a position that that a person using a wheelchair can maneuver into position at the water closet. This space cannot be obstructed by baby changing tables or other fixtures or finish floor measured to p of the asst, above the to be split or shifted to y�E - - - .1-1 _ minimum and 19 Inches (485 mm} maximum conflicts with the location of the rear grab bar, then the conveniences, except as specified at 604.3.2 (Overlap). If toilet compartments aro the to rear grab bar shall be permitted s Ii to be used to house fixtures other than those associated with the water closet, - / /� 604.5 Grab Bare. Grab bars for water closets shall comply the open side of the Collet area. space require e .0 `IJ • they must be designed to exceed the minimum menta Convenience with 609. Grab bars shall be provided on the side wall 604.6 Flush Controls. Flush controls shall be hand operated fixtures such as baby changing tables must also a accessible to people with closest to the water closet and on the rear wall. or automatic. Hand operated flush controls shall comply with dlsabtlitias as well as to other users. Toilet compartments that are designed to 309. Flush controls shag be located on the open side of the meet, and not exceed, the minimum space requirements may not provide adequate water closet except In ambulatory accessible compartments apace for maneuvering Into pasltion at a baby changing table. complying with 604.8.2. 17-19 L _ _at Will 5n I k . `E, Eon I l 0 E LT dr I m �+ 1E c1 m � E C g _ - ii I I I E \ L-- ---r'-----�� A r 24 max. \ 8 min. .' it it / 8 max. � I - 6 MM foe equipment permM llied shaded area I 1 Imes 8 min. / (b) dooroncs I�r 9 F clearance min depth Spout Height and pear Floor Space a r Knee Clearance Lavatory Clearances 17 min ,�___l ., r------- --T dear I '11I floor O E I spoor O M I �- c -L------- -� 19 nmox 48 min i 606 Lavatories and Sinks 606.1 General. Lavatories and sinks shall comply with 606. 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for 602 Drinking Fountains .for drd approach, and knee and toe clearance complying with 306 shall be 602.1 General. Drinking fountains shall comply with 307 and 602. EXCEPTIONS: 9 P Y 1.A parallel approach complying with 305 shall be permitted to a kitchen sink In a space where a cook top or conventional range Is not provided and to 602.2 Clear Floor Space. Units shall have a clear floor or ground space I wet bars. complying with 305 positioned for a forward approach and centered on the 2.A lavatory in a toilet room or bathing facility for a single occupant unit. Knee and toe clearance complying with 306 shall be provided. accessed only through a private office and not for common use or pub0o use shall not be required to provide knee and toe clearance complying with 306. EXCEPTION: A parallel approach complying with 305 shall be permitted at 3.In residential dwelling unite, cabinetry shalt be permitted under lavatories units for children's use where the spout is 30 inches (760 mm) maximum and kitchen sinks provided that all of the following conditions are meh(a) above the finish floor or round and is 3jfjt inches 90 mm maximum from the cabinetry can be removed without removal or replacement of the 9 ( ) fixture,(b) the finish floor extends under the cabinetry; and(c) the walls the front edge of the unit, including bumpers. behind and surrounding the cabinetry are finished. 4.A knee clearance of 24 inches (610 mm) minimum above the finish floor 602.3 Operable Parts. Operable parts shall comply with 309. or ground shall be permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or counter surface is 31 inches 602.4 Spout Height. Spout outlets shall be 36 Inches 915 mm maximum (785 mm) maximum above the finish floor or ground. P 9 P ( ) 5.A parallel approach complying with 305 shall be permitted to krntortes and above the finish floor or ground. sinks used primarily by children 5 years and younger. 6.The dip of the overflow shall not be considered in determining knee and 602.5 Spout Location. The spout shall be located 15 Inches (380 mm) toe clearonces.7. No more than one bowl of a multi -bowl sink shall be inquired to provide knee and too clearance complying with 305. minimum from the vertical support and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers. 606.3 Height. Lavatories and sinks shall be Installed with the front of the higher of the rim or counter surface 34 Inches (865 mm) maximum above the finish 602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 floor or ground. mm) high minimum' and shall be located 5 inches (125 mm) maximum from EXCEPTIONS: the front of the unit. The angle of the water stream shall be measured 1. A lavatory to a toilet or bathing facility for a single occupant accessed horizontally relative to the front face of the unit. Where spouts aro located only through a private office and not for common use or public use shall Y P not be inquired to comply with 606.3. less than 3 inches (75 mm) of the front of the unit, the angle of the water 2. In residential dwelling unit kitchens, sinks that are adjustable to variable stream shall be 30 degrees maximum. Where spouts aro located between 3 heights, 29 inches (735 mm) minimum and 36 Inches (915 mm) maximum, inches (75 mm) and 5 inches (125 mm) maximum from the front of the shall be permitted when rough -in plumbing permits connections of supply unit, the angle of the water stream shall be 15 degrees maximum. and drain pipes for sinks mounted at the height of 29 inches (735 mm). 606.4 Faucets. Controls for faucets shall comply with 309. Hand -operated 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking metering faucets shall remain open for 10 seconds minimum. fountains for standing persons shall be 38 inches (965 mm) minimum and 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories 43 inches' (1090 mm) maximum above the finish floor or ground and sinks shall be Insulated or otherwise configured to protect against contact. Titin shalt M no sharp or abrasive surfaces under lavatories and sinks I :. DRINKING FOUNTAINS LAVATORIES A t !: - I . I'll, �.] ::::: I 404 Doors, Doorways, and Gates 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404. EXCEPTION: Doom, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7. 404.2 Manual Doom, Doorways, and Manual Gates. Manual doom and doorways and manual gates Intended for user passage shall comply with 404.2. 404.2.1 Revolving Doom, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404,2.4. 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 Inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 Inches (865 mm) above the finish floor or ground. Projections Into the clear opening width between 34 Inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 Inches (100 mm). EXCEPTIONS: 1. In alterations, a projection of 5/8 Inch (16 mm) maximum into the required clear width shall be permitted for the latch side stop. 2. Door closers and door stops shall be permitted to be 78 Inches (1980 mm) minimum above the finish floor or ground. Advisory 403.6 Handralis. Handrolls provided In elevator cabs and platform lifts aro not required to comply with the requirements for handrolls on walking surfaces. Advisory 404.1 General Exception. Security personnel must haw sole control of doors that aro eligible for the Exception at 404.1. It would not be acceptable for security personnel to operate the doors for people with disabilities while allowing others to have Independent access. 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door. 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying with Table 404.2.4.1. Figure 404.2.3CIear Width of Doorways 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways lees than 36 Inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 404.2.4.2. 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 Inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond fhe face of five door, measured perpendicular to the face of the door or gate. 404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in twat are not permitted. »:(a*;it1-NkT 1. Slopes not steeper than 1:48 shall be permitted. 2. Changes In level at thresholds complying with 404.2.5 shall be permitted. 404.2.5 Thresholds. Thresholds, If provided at doorways, shall be % inch (13 mm) high maximum. Raised thresholds and changes In level at doorways shall comply with 302 and 303. EXCEPTION: Existing or altered thresholds V4 Inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5. Advisory 404.2.4.3 Recessed Doors and Gates. A door can be recessed due to wall thickness or because of the placement of casework and other fixed elements adjacent to the doorway. This provision must be applied wherever doors are recessed. Figure 404.2.4.3Maneuvering Clearances at Recessed Doors and GatesTitles 11 and III - 2010 Standards - 95 404.2.6 Doors In Series and Gates in Series. The distance between two hinged or pivoted doors In series and gates In series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging Into the space. 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 Inches (865 mm) minimum and 48 Inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are In the fully open position, operating hardware shall be exposed and usable from both sides. EXCEPTIONS: 1. Existing locks shall be permitted in any location at existing glazed doors without allies, existing overhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom roil 2. Access gates In barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self -latching devices at 54 Inches (1370 mm) maximum above the finish floor or ground provided the self -latching devices aro not also self-locking devices and operated by means of a key, electronic opener, or Integral combination lock. 404.2.7 Door and Gate Hardware. Door hardware that can be operated with a closed fist or a loose grip accommodates the greatest range of users. Hardware that requires simultaneous hand and finger movements require greater dexterity and coordination, and is not recommended. 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. 404.2.8.1 Door Closers and Gate Closers. Door closers and got@ cloven shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows:l. Interior hinged doors and gates: 5 pounds (22.2 N) maxlmum.2. Sliding or folding doors: 5 pounds (22.2 N) maximum.Thes@ forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate In a closed position. 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 Inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the some plane as the other. Cavities created by added kick plates shall be capped. EXCEPTIONS: 1. Sliding doors shall not be required to comply with 404.2.10. 2. Tempered glass doors without villas and having a bottom roll or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to most the 10 inch (255 mm) bottom smooth surface height requirement. 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not be required to comply with 404.2.10. 4. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the finish floor or ground shall not be required to provide smooth surfaces complying with 404.2.10 provided that if added kick plates aro installed, cavffles created by such kick plates are capped. 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 Inches (1090 mm) maximum above the finish floor. EXCEPTION: Vision lights with the lowest part more than 66 Inches (1675 mm) from the finish floor or ground shall not be required to comply with 404.2.11. 404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full -powered automatic doors shall comply with ANSI/BHMA A156.10 (Incorporated Advisory 404.2.9 Door and Gate Opening Force. The maximum force pertains to the continuous application of force necessary to fully open a door, not the initial force needed to overcome the Inertia of the door. It does not apply to the force required to retract bolts or to disengage other devices used to keep the door in a closed position. 404.3.1 Clear width. Doorways shall provide a clear opening of 32 inches (815 mm) minimum In power -on and power -off mode. The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves In the open position. 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 404.2.4. Clearances at automatic doom and gates without standby power and serving an accessiblemeans of agrees shall comply with 404.2.4. EXCEPTION: Where outomattc doors and gates remain open in the power -off condition, compliance with 404.2.4 shall not be required.404.3.3 Thresholds. Thresholds and changes In level at doorways shall comply with 404.2.5. 404.3.4 Doors In Series and Gates In Series. Doors In series and gates in series shall comply with 404.2.6. 404.3.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the aro of the door swing. 404.3.6 Break Out Opening. Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 Inches (815 mm) minimum when operated in emergency mode. EXCEPTION: Where manual swinging doors and gates comply with 404.2 and tern fhe tame means of egress compliance with 404.3.6 shall not be required. 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 31 1 4 max AT 32 min �atiemate door location Y- ` I` �E• E i " !I a E r I eo E J $ I r � I Is floe► 11 space 12 max x 4 56 min / w/ wall mounded w.c. I u m 52 min / 59 min , w/ fir. mounted w.c 56 min / / / w/ won mounted w.c 422p i � y. / 59 min / w/ fir. mounted w.c other approaches 48 min alternate 56 min 12 max / / 401421 min 36 max M LJ times NuFrer M M �/ _E ` � � Wl E . ?1_ r---------1 1 v I ?, I I ------i 1 1 1 32 min E A I I e I I I ,r 32M W - i I E 1 1 � 1 - 1 I 18 min. 24 preferred � I I ' I I' I I il D I. i ( E3_ I � - / � . uWrac,� � tiwrrri i nuuw�re manner i� � „kr��is��li . • NOTE x = 12 In (305 m_ m) M door has both a pays 4 0 / / Door abm and latch. \�JIJj 32 min . r64 min ---------------mom u 32 min I I It I t I I I Sgakrg °°°r _ _ X y ' � € ]-E FI Y I I `� 32 min 1 r NOTE:Yx�-- 38 In (915 mm)`IMIL minim rn Hrrrwn sl�lrr - \ � es r r in (1220 mm) minimum H door has 1525 mm} x = 42 In (1063 mm) minimum H y = both a latch and doser. II tlmdmum Doorway Depth in (1370 mm) (b) __1J Hinge Side Approaches - Swinging Door Clear Doorway Width and Depth Ix I, 24 min 24 min X 1, r- -------- I /( /I I I Ir-------- ;mac I I . y E I 1 �V 1 I y E '9 I I I 1 . • . . . . . . . - I I I I I I(�I I `1rek ` ` ,s - 48 In 12201 mm minLmrHdoor has • NOTE: y = 54 in (1370 mm) minimum H door has NOTE y - ( ) loser. closer. . \___1 l 0 . 48 minim ( 54 min _ f I �� r -------i \� \ = I I I _ I � A ��_ E I� I E I I J °.g N I I a • I I Y I I I - . • 1L i . :'. -` d WieiiWiiliriY.r•7�1� L �ei�et� i�ierfif+iilii�@�@-eI t �iYIW1lYYYl� - - . I I . Front Approach - Sliding Doors Slide Side Approach - -Sliding Doors . and Folding Doors and Folding Doors / X /I 24 min ? t 48 min• NOTE: A6 doors in alcove 1,-r_-------1 -_ shall comply with the clearances = I I / P iiS%, ilm � for front approaches E I 1 a / \ `w \ I L--- ---J I n - I I . Latch Side Approach - Sliding Doors and Folding Doors Two Hinged Doors in Series Maneuvering Clearances at Doors (Continued) DOORS & MANEUVERING CLEARANCES DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr ARCHITECT REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 e 3:u � V 2LJ,J W W Z Z LL CL LoY^' O t CL W O U o_ iF i C 4 -_ DRAWN BY: N CHECKED BY: w 0 APPROVED BY: En ARCHITECT'S PROJECT No.: a Z N a GO NSHEET TALDA GUIDELINES 0 U N U W 0 a a Z SHEET NUMBER W 0 ADA -1 U of W 2 0 U /' } DPK DPK N _ LU Cie J^ / \ O 12 LU �- ft� _J O Z Z OQ Q ce _U L1- I- Ce � o Jce LLJ � Z N a -W N e 3:u � V 2LJ,J W W Z Z LL CL LoY^' O t CL W O U o_ iF i C 4 -_ DRAWN BY: N CHECKED BY: w 0 APPROVED BY: En ARCHITECT'S PROJECT No.: a Z N a GO NSHEET TALDA GUIDELINES 0 U N U W 0 a a Z SHEET NUMBER W 0 ADA -1 U of W 2 0 U /' } DPK DPK -*rc R.0 F C�. R fYn� , o SMART VENT 42 GB 42 GB oa EXH GRILLE I HCP MDL 1540-510 HCP ®SEE MECH ( WC O MECH OWC 103 DWGS 3eGE 103 3�"'GB — �-I ` SERVICE SINK W/ / I, 0 R.c�o - � W, R.c a ( L WATER HTR ABOVE, SEE P DWGS. - -H HC / I \ LAVLLJ I / o q z ALL PARTITIONS O O Op �c - �° TO BE MOUNTED _ WC WC W 1/4"x 1" CONTINUOUS fi - = TO WALL W/ MEN `� 3" FD 3" FD' Q= 101 " BATTEN, TYP DOUBLE EAR 101 I LAV11 0 LAV 4-0 1 4 4-0 BRACKETS. L---- -----j _ F— --, WOMEN _ 102 Q I I 102 CHAWA0 F-00_ J _ STATION BABY SMART VENT I I CHANGING MDL 1540-510L - - -I STATION U Z) DO, D02 z , HI -L 1=WC I W _ %pc R: R: R.�"l ( I �"l VP VP VP O L - ..._.L._...- - J ts - HARDWARE GROUP Not Scale: 1/4" = 1'-0" O LIFE SAFETY LEGEND FOR USE ONDOORS#DO1/DO2 Q D COMBO ILLUMINATED EXIT LIGHT AND 2 -HEAD PROVIDE EACH SGL DOORS W/THE FOLLOWING: EMERGENCY LIGHT W/ BATTERY BACK UP WALL MOUNTED, 2 -HEAD EMERGENCY LIGHT W/ QTY DESCRIPTION CATALOG No FINISH MFR BATTERY BACK UP (REFER ELEC DRAWING) 2 HINGE 5131314.5X4.5 NRP 630 IVE FE 2A1OBC FIRE EXTINGUISHER (WALL MOUNTED) 1 HINGE 5BB14.5X4.5TW8CON 630 IVE 1 EU STOREROOM ND80PD-EU RHO CON 626 SCH — - - -� INDICATES TRAVEL PATH 1 CLOSER 1450 SCUSH 689 LCN 1 KICKPLATE 840010"X2" LDW 630 IVE 1 GASKETING 188S -BK S -Bk ZER 1 THRESHOLD 65A AL ZER FOR USE ON DOOR # D03 DOOR SCHEDULE PROVIDE EACH SGL DOORS W/ THE FOLLOWING: MARK DESCRIPTION TYPE MATERIAL / FINISH FRAME / FINISH REMARKS QTY DESCRIPTION CATALOG No FINISH MFR 3 HINGE 513614.5X4.5 NRP 630 IVE D01 . 3070 SC - 1 3/4" THK. A FIBERGLASS FIBERGLASS 1/2 LOUVER W/ ST STL INSECT SCREENING " PREP FRAME AND DOOR FOR ELECTRIC LOCK, 4 CMU HEAD 1 EU STOREROOM ND80PD-EU RHO 626 SCH D02 3070 SC - 1 3/4" THK. B FIBERGLASS FIBERGLASS FULL LOUVER W/ ST STL INSECT SCREENING, 4" CMU HEAD 1 CLOSER 1450 SCUSH 689 LCN D03 3070 SC - 1 3/4" THK. A FIBERGLASS FIBERGLASS 1/2 LOUVER W/ ST STL INSECT SCREENING 1 KICKPLATE 840010"X2" LDW 630 IVE PREP FRAME AND DOOR FOR ELECTRIC LOCK, 4" CMU HEAD 1 GASKETING 1885 -BK S -Bk ZER - ALL DOOR HARDWARE SHALL BE ADA COMPLIANT. - VERIFY DOOR / WINDOW ROUGH OPENING W/ MFR 1 THRESHOLD 65A AL ZER ROOM FINISH SCHEDULE ROOM ROOM FLOOR BASE WALLS CEILING REMARKS TAG DESCRIPTION cHEIGHT w Lu H v u m It 2" 2" 3'-0" 2" Zu Lu � ¢ ° z �� 1 �;t O i=- m U V U LW � z Lu U 0 = z w u 0 \� POLYSTYRENE CORE POLYSTYRENE CORE Lu w w u v v O r z Zo e HM FRAME, PAINT HM FRAME, PAINT o 100 WALKWAY ® ® ® ® 8 -8 " i. ADA COMPLIANT HARDWARE �j ADA COMPLIANT HARDWARE 101 TOILET ® ® ® ® • 8'-8" ST STL 1/2 LOUVER W/ ST STL 1/2 LOUVER W/ 102 TOILET ® ® ® ST STL INSECT SCREENING J ST STL INSECT SCREENING 103 MECH ROOM ® ® ® ®104 8'-8" KICK PLATE itFIN. KICK PLATE rV 1 TOILET ® ® ® O 8'-8"/ FL. LEVEL FIN. FL. LEVEL 105 TOILET ® O ® ® ® 8'-8" TYPE A TYPE B A 6'-6" k 8'-0" k 4'-9" 8'-0" _` 6._6" IJ VENTIFD SOFFIT, OVERHANG II FfAT4TFN- TYP TB1DfE' II 12" SQ CMU COL HARDIE CEMENT BD, CEDARMILL NON -VENTED SOFFIT TYP AT WA K -*rc R.0 F C�. R fYn� , o SMART VENT 42 GB 42 GB oa EXH GRILLE I HCP MDL 1540-510 HCP ®SEE MECH ( WC O MECH OWC 103 DWGS 3eGE 103 3�"'GB — �-I ` SERVICE SINK W/ / I, 0 R.c�o - � W, R.c a ( L WATER HTR ABOVE, SEE P DWGS. - -H HC / I \ LAVLLJ I / o q z ALL PARTITIONS O O Op �c - �° TO BE MOUNTED _ WC WC W 1/4"x 1" CONTINUOUS fi - = TO WALL W/ MEN `� 3" FD 3" FD' Q= 101 " BATTEN, TYP DOUBLE EAR 101 I LAV11 0 LAV 4-0 1 4 4-0 BRACKETS. L---- -----j _ F— --, WOMEN _ 102 Q I I 102 CHAWA0 F-00_ J _ STATION BABY SMART VENT I I CHANGING MDL 1540-510L - - -I STATION U Z) DO, D02 z , HI -L 1=WC I W _ %pc R: R: R.�"l ( I �"l VP VP VP O L - ..._.L._...- - J ts a o FLOOR PLAN - NOTATION 0 Scale: 1/4"= 1'-0" N [GO In DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- X I I _O MECH 100, 1 103 i C�/ / V SEAL z L---- -----j w WOMEN FI 072Fw_ � L-- --j D01 �D - - -; - - a® D02 I I i I CONSULTANT i I i I I ! I I I 0 0 Fm_ 0 LIFE SAFETY PLAN David P. King, Jr Scale: 1/4" = 1'-0" AK t., ti I T E (".", T N 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 31'-2" PROJECT " 3„ 3 M � o a a a Q 5'-0" 20'-8" r- 8'-0" " g'-4" a CV is I w 7'-4" 69- " 7'-4" in t./) Q O a —�►�r- I V)111 d. J 42" GB 42"GB ( 00 Lu I ( wcP� MECH OW�P I —Z Z 0 39GB 103 3g��B � � - � O' < � 00 w SERVICE SINK W/ I I —O U u- O Lt WATER HTR ABOVE, _I- - J i a ' - - SEE P DWGS. H -� f +++►► LU F HC / \ LAV I / f-- Q `n Qm Lu Lu N �t a V V) I co, _ O 01 1 N a 7 Z U. L O M WC WC N °� M M � MEN `� 3" FD 3" FD O 101 I LAV LAV ,,. I,"ao I 4 -4 15 -0 ,109-099 o a r A) �— --, WOMEN 114zF1 02 �J o & CHAWAlff I FA_ 2 A3 4 STATIONI I BABY a C I I CHANGING 3 L - - J STATION 1 DRAWN BY: DPK N U D01 I.... ...... D02 ^ CHECKED BY: , I I I� HI -L WC I . oo b APPROVED BY: DPK I I m ARCHITECT'S PROJECT No.: O a L _ _ 1_.1_ _ -_1 I Z 1'-4� 3'-4" 2'-8" 6'-0" 2'-8" 31_4" 4y,- v' 0 I m a F_ A N SHEET TITLE: �- o NOTATION PLAN M N DIMENSION PLAN o REFLECTED CEILING PLAN a 3" 1'-•0" 8'-7" 1'- 99_6" 19_099 8'-7" f'-0" 3» Lu Z Z 30'-8" < SHEET NUMBER J } FLOOR PLAN - DIMENSION Al/`1 J a Scale: 1/4" = 1'-0" it w 0N U } - -°. Scale: 1/4" = 1'-0" O N a o FLOOR PLAN - NOTATION 0 Scale: 1/4"= 1'-0" N [GO In DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- X I I _O MECH 100, 1 103 i C�/ / V SEAL z L---- -----j w WOMEN FI 072Fw_ � L-- --j D01 �D - - -; - - a® D02 I I i I CONSULTANT i I i I I ! I I I 0 0 Fm_ 0 LIFE SAFETY PLAN David P. King, Jr Scale: 1/4" = 1'-0" AK t., ti I T E (".", T N 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 31'-2" PROJECT " 3„ 3 M � o a a a Q 5'-0" 20'-8" r- 8'-0" " g'-4" a CV is I w 7'-4" 69- " 7'-4" in t./) Q O a —�►�r- I V)111 d. J 42" GB 42"GB ( 00 Lu I ( wcP� MECH OW�P I —Z Z 0 39GB 103 3g��B � � - � O' < � 00 w SERVICE SINK W/ I I —O U u- O Lt WATER HTR ABOVE, _I- - J i a ' - - SEE P DWGS. H -� f +++►► LU F HC / \ LAV I / f-- Q `n Qm Lu Lu N �t a V V) I co, _ O 01 1 N a 7 Z U. L O M WC WC N °� M M � MEN `� 3" FD 3" FD O 101 I LAV LAV ,,. I,"ao I 4 -4 15 -0 ,109-099 o a r A) �— --, WOMEN 114zF1 02 �J o & CHAWAlff I FA_ 2 A3 4 STATIONI I BABY a C I I CHANGING 3 L - - J STATION 1 DRAWN BY: DPK N U D01 I.... ...... D02 ^ CHECKED BY: , I I I� HI -L WC I . oo b APPROVED BY: DPK I I m ARCHITECT'S PROJECT No.: O a L _ _ 1_.1_ _ -_1 I Z 1'-4� 3'-4" 2'-8" 6'-0" 2'-8" 31_4" 4y,- v' 0 I m a F_ A N SHEET TITLE: �- o NOTATION PLAN M N DIMENSION PLAN o REFLECTED CEILING PLAN a 3" 1'-•0" 8'-7" 1'- 99_6" 19_099 8'-7" f'-0" 3» Lu Z Z 30'-8" < SHEET NUMBER J } FLOOR PLAN - DIMENSION Al/`1 J a Scale: 1/4" = 1'-0" it w 0N U } a r NON ACTIVE GABLE VENT CONSTRUCTED OF 3-1/2" X 5/4 SMOOTH HARDIETRIM BOARD i OVER 115 ROOF FELT ON 5/8" PLYWOOD CONT. FLASHINQ PRE ENGINEERED WOOD TRUSSES, 24" OC ROOF WATERPROOF MEMBRANE POLYSTICK MTS HIGH TEMPERATURE OR EQUAL, '� 2 INSTALLED PER MFR'S REQUIREMENTS. 5 C PRE ENGINEERED WOOD TRUSSES, 24" OC ICYNENE INSULATING SYSTEM INSTALLED PER MFR's SPECS. , 24" OC GABLE TRIM DETAIL 0 Scale: 1/2" = 1'-0" PRE FAB WEATHER VANE WITH FISH FINIAL ST STL EXH PRE FAB CUPOLA, 111,o, FAN HOOD NON VENTING � f 24 GA GALVALUME 5VEE METAL ROOFING SYSTEM INSTALLED AS PER MFR'S SPEC FOR 160 MPH, 3 SEC GUST WIND LOAD DRAWING ISSUE FOR PERMIT DATE., 15 JUNE 2016 REVISED: -- SEAL wsmg ON CONSULTANT David P. King, Jr ARCH{TECT cry WEST ELEVATION Lu V w Scale: 1/4" = 1'-0" a Z Z PRE FAB WEATHER O VANE WITH FISH FINIAL 0 W r PRE FAB CUPOLA, m U NON VENTING a i i o 4 W F Q 24 GA GALVALUME 5VEE METAL ROOFING 3 PREFINISHED MTL FASCIA PREFINISHED MTL EAVE DRIP HARDIE BOARD LAP — SIDING AND TRIM — ATTACHED TO CMU — — AS RECOMMENDED BY MFR. (TYP) Y 0 EAST ELEVATION Scale: 1/4" = 1'-0" JTJItM 1NWALLtV AS r'tK MrK J SPEC � DRAWN BY: DPK FOR 160 MPH, 3 SEC GUST WIND LOAD \ N CHECKED BY: w o APPROVED BY: DPK U m ARCHITECT'S PROJECT No.: L!_ a z _ N N SHEET TITLE: EXTERIOR ELEVATIONS U W w z z SHEET NUMBER � A2 7500 SW 61 ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT t� Q N_ UJ Q O Ln = J W LL J �— %-� �z Z 0 Q 0 U LL �, o pe V) Z mF- Q N co Lu m m �Q w V' cry WEST ELEVATION Lu V w Scale: 1/4" = 1'-0" a Z Z PRE FAB WEATHER O VANE WITH FISH FINIAL 0 W r PRE FAB CUPOLA, m U NON VENTING a i i o 4 W F Q 24 GA GALVALUME 5VEE METAL ROOFING 3 PREFINISHED MTL FASCIA PREFINISHED MTL EAVE DRIP HARDIE BOARD LAP — SIDING AND TRIM — ATTACHED TO CMU — — AS RECOMMENDED BY MFR. (TYP) Y 0 EAST ELEVATION Scale: 1/4" = 1'-0" JTJItM 1NWALLtV AS r'tK MrK J SPEC � DRAWN BY: DPK FOR 160 MPH, 3 SEC GUST WIND LOAD \ N CHECKED BY: w o APPROVED BY: DPK U m ARCHITECT'S PROJECT No.: L!_ a z _ N N SHEET TITLE: EXTERIOR ELEVATIONS U W w z z SHEET NUMBER � A2 Z--PAINTED CMU 7 FLOOR MOUNTED STALL ENCLOSURE - 2446 o i 3'-3. Q PAPER TOWEL DISP WALL MOUNTED LIMIT MTURC: —VANDAL RESISTANT FRAMELESS MIRROR (TYP) 12"X12" WALL TILE W/ COVED -BASE TILE AND TOP BULL =� NOSE COURSE TO 48" AFF ADA COMPLIANT GRAB BARS r Tq F1 FR mI BMY CHAN'ANG STA i ION WALL NUU ILD LAV A i --- WC Cd W V) U - CL U zTq Z Lu _j FLOOD VENT TP HOLDER - FLOOD VENT 4 INTERIOR ELEVATIONS Scale: 1/2" = 1'-0" 2 INTERIOR ELEVATIONS Scale: 1/2'= 1'-0" ---r- FLOOD VENT 3 INTERIOR ELEVATIONS FLOOD VENT INTERIOR ELEVATIONS Scale: 1/2" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT ITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 2446 _ MIRROR i 3'-3. Q PAPER TOWEL DISP I (NIC) LL Z O " : nSOAP3'-0' ~ - 1'-0' 3'-6' m I bOsp � 0 I �6' - r Q W m "' STAINLESS STL GRAB BAR �`�---`- NCP 81 OUN E MOUNTED WALL M TED LAY _ r STAINLESS STL THERMAL INSULATION : IN- ANY EXPOSED HW PIFNG \ 11 CIA —� �— GRAB BAR L—, TP e N I Tq N Mf I N N " Ol CERAMIC TRF BASE V -S 3/4' V-6' , I 3'-8' ' f S'-0' MIN. TYPICAL TOILET ROOM DETAILS 0 Scale: 1/2" = 1'-0" —VANDAL RESISTANT FRAMELESS MIRROR (TYP) 12"X12" WALL TILE W/ COVED -BASE TILE AND TOP BULL =� NOSE COURSE TO 48" AFF ADA COMPLIANT GRAB BARS r Tq F1 FR mI BMY CHAN'ANG STA i ION WALL NUU ILD LAV A i --- WC Cd W V) U - CL U zTq Z Lu _j FLOOD VENT TP HOLDER - FLOOD VENT 4 INTERIOR ELEVATIONS Scale: 1/2" = 1'-0" 2 INTERIOR ELEVATIONS Scale: 1/2'= 1'-0" ---r- FLOOD VENT 3 INTERIOR ELEVATIONS FLOOD VENT INTERIOR ELEVATIONS Scale: 1/2" = 1'-0" DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT ITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 Lu V � W Z Z �. CL m � O 0 En 1 0 O w J O U CL U r DRAWN BY: DPK U N CHECKED BY: W o APPROVED BY: DPK U m ARCHITECT'S PROJECT No.: CL CL z W m W SHEET TITLE: C INTERIOR ELEVATIONS V, U W z z SHEET NUMBER w r am A3 J IrQ U W 0 U N N L LJ _ r Q O w J_ LL Z O %� ~ Cie _U u pe Ce o -J mLLJ ZD (/) Z V) Q W m "' Lu V � W Z Z �. CL m � O 0 En 1 0 O w J O U CL U r DRAWN BY: DPK U N CHECKED BY: W o APPROVED BY: DPK U m ARCHITECT'S PROJECT No.: CL CL z W m W SHEET TITLE: C INTERIOR ELEVATIONS V, U W z z SHEET NUMBER w r am A3 J IrQ U W 0 U N ?4 GA GALVALUME STANDING SEAM ROOF SYSTEM INSTALLED AS i PER MFR'S DETAILS FOR A 160 MPH, 3 SEC GUST WIND LOAD PRE—ENGINEERED WOOD TRUSSES SPACED 24" OC MAX. PROVIDE 5/8" 5—PLY PLYWOOD ROOF DECKING ATTACHED W/ 8d ST STL RING SHANK NAILS SPACED 4" OC OVER ENTIRE ROOF ICYNENE INSULATING SYSTEM i INSTALLED PER MFR's SPECS. GALV HETA22 UPLIFT STRAP AT i EACH TRUSS CONT P.T. 2X8 FASCIA WRAP W/ 20 -8 PRE—FIN ALUM TO MATCH SOFFIT. 7A>1 CONT HARDIE—BOARD TRIM OVER CONT HARDI—BOARD TRIM AND ° 1/2- DOUROROC PRE—FIN ALUM SOFFIT. x x 16" DEEP DOUBLE BOND BEAM a, . x.� W/ (2) CONT, No5 REBAR, GROUTED SOLID. :• x ; 1206 PRECAST LINTEL W/ BOND BEAM COURSE REINF'D W/ (2) x Nos REBAR CONT. TOP AND x to a BOTTOM. 1 No5 REBAR IN FULLY Go 4 GROUTED CELL, SEE S1 FOR 16" DEEP DOUBLE BOND BEAM LOCATIONS • �. . • : � W/ (2) CONT, Nos REBAR, GROUTED SOLID. 12" SQ CMU COL REINF'D W 4 x CER TILE BASE AND 12"x12" CER N05 REBAR CONT .• WALL TILE PROVIDE 4" at x' > BULLNOSED CAP TRIM WITH TOP • x s AT 48" MIN. 1 1 » a Y p .� 3 11 �a a 6x6 QUARRY TILE FLOORING 1'- 2 1 209 .�. . X - 1 _ SLOPE EXT SLAB MIN 1/8":12" x I'� SLOPE EXT SLAB MIN 1/8":12" eA. - • s— d_-_-- .. __• ._i �• aId —a w _ w i „-„ -o---- .v—— A— - •a •°,eT v—. . -- a A•---------- ° —•�� -- T' . —.--ztJ�—� —---�-- `--—d—.--z}-___— -- __ � v aa. '/� / .. - - - - - - - _- i• �f °v •e.• ''� HARDIETRIM 5/4 SMOOTH HARDI—BOARD TRIM I�I1111- MONOLITHLIC CONCRETE FTG W/3 — # 5 CONT. a 0 ri n 0 N N DRAWING ISSUE FOR PERMIT DATE: 15 JUNE 2016 REVISED: -- SEAL CONSULTANT David P. King, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT CCS Q N_ W Q O V_j 0 C) < < ce ce Lu ) = J Lu � W V � W � a Z Z _ o � O N O �7_ D.. LL Z ` LL. � o _U Z m� � N DRAWN BY: DPK U CHECKED BY: cS W o APPROVED BY: DPK U m ARCHITECT'S PROJECT No.: CL Z SHEET TITLE: c EXTERIOR ELEVATIONS c a- M 4 SHEET NUMBER A2 W 0 U r� 8" PRECAST ` & PRESTRESSED U -LINTELS 2005 VERSION MARK LENGTH & TYPE GRAVITY SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS sub 8F8 -OB 8F12-OB8F16-OB8F20-OB;8F24-OB8F28-OB8F32-OB 8F8-1 B 8F12-1 138F1 6-1 B8F2o-1 B8F24-1 B8F28-1 BBF32-1 B igara SAFE LOAD - POUNDS PER LINEAR FOOT LT113069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 1 8974 110394 11809 TYPE - - LT2 3'-6" (42") PRECAST 2231 3069 13719 1 5163 6607 18054 19502 10951 LEN GTH 12U8 12F8 2B 12F12 -2B 12F16-26 12F20 2B 12F24-28 12F28 -2B 12F32-28 3069 4605 6113 7547 1 8974 110394111809 3'-6 (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 LT3 4'-0" (48") PRECAST 1966 12561 12751 13820 14890 1 5961 17034 18107 _4'-0" (48") PRECAST -2923 4232 5838 7 2693 4605 6113 7547 1 8974110394111809 619 9352 11060 12755 14438 LT4 4'-6 (54") PRECAST 1599 1969 1 2110 1 2931 13753 1 4576 1 5400 1 6224 4'-6" (54") PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 2189 4375 6113 7547 1 8672 110294 11809 LT5 5'-4" (64") PRECAST 1217 1349 1438 1 1999 2560 3123 1 3686 4249 5'-10" (70") PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q,1) 1663 3090 5365 7547 7342 8733 10127 6'_6" (78") PRECAST 1383 1986 2679 4196 LT6 5'-10" 70" PRECAST 1062 11105 1 11731 1631 12090 125491 3009 13470 6421 10032 12755 1443§�) ( ) 1451 2622 4360 7168 6036 7181 8328 7'-6" " �' 1238 1 2177 13480 3031 3707 14383 5061 (90) PRECAST 1138 1628 2131 3218 4676 6756 9763 135246) LT7 6 6 (78) PRECAST 908 1238 2177 3480 5381 1 8360 10394 8825 9'-4" 112" PRECAST � � ( ) 795 1216 1535 + 2230 3083 4167 5593 7552. LT8 7'-6" (90") PRECAST 743 11011 1729 1 2632 12205 2698 13191 13685 10'-6" (126") PRECAST .614 1043 1295 1853 2516 1 1729 2661 3898 5681 8467 6472 3323 4334 5632(38) LT9 9'-4" (1112") PRECAST 554 699 1 1 160 11625 12564 1 3486 2818 13302 11'-4" (136") PRECAST 518 945 1162 11649 2216 2893 3719 4746 752 1245 1843 2564 3486 4705 6390 I O 1 1 LT10 535 890 11247 1 2093 2777 12163 1 2536 12'-0" 144" PRECAST 456 878 1073 11513 10'-6" (126") PRECAST 475 ( ) 2020 2617 3333 4206 {3s) 643 1052 1533 2093 2781 3643 4754„ 13 -4 (160) PRECAST 359 767 (8) 926 1294 1709 2188 2743 3409(42) NOTE: CUT LINTELS TO FIT, AS .REQUIRED ' 14'-0” (168") PRECAST 321 720 (12) 865 1204 1584 2017 2451 3106 (43) DESIGNATION FOR ALL LINTELS ON THIS PROJECT. - 208 I 17 —4 (" ) PRECAST N.R. 451 (17) 631 {18)1 881 (15) 1141 (14)1428(14) 1750(16) 2102(52) 4 � 19,-4" F = FILLED WITH GROUT / U = UNFILLED (3) (232") PRECAST N.R. 343 17 477 19 700 19 925 20 1152 1380 1609 O8 F 1 6-1 B/1 T QUANTITY OF #5 REB AR AT (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 02 TOP AND BOTTOM OF CAVITY (4) GR40 FIELD ADDED REBAR. LNOMINAL HEIGHT (2) 0 4 —II NOMINAL WIDTH (1) NOTE: CONCRETE/MASONRY LINTELS OF EQUAL OR GREATER LOAD CAPACITY MAY BE SUBSTITUTED FOR THE LINTELS SHOWN. CMU COLUMN BEYOND. io 00 16" W, 12" D CONT CONCRETE FTG. REINF'D W/(2) #5 CONT. INTERIOR FOOTING DETAIL 3 Scale: 3/4'= 1'-0" U -CMU COLUMN BEYOND. tiGo RAKE EA /E �Q Ll ® ATTIC ACCIS 11 PRE-EMGINEERED WD TRUSSES Il I I I I I I I i 24" OC MAX SPACED M PREFAB CUPOLA PROVIDE 2x6 WD BLKG AT CUPOLA W/OCUPOLLA SHOP DWGS W 4". 4000 PSI CONC. SLAB REINF'D W/ 6x6/ 10:10 WWM OVER 11 MIL VAPOR BARRIER ON CLEAN FILL COMPACTED TO 98% MAX DRY DENSITY, MOD. F--1 PROCTOER -- - d-- v . •.a -III; III— • I I I— I FE1 I 1EE1 I I 11=1 11=1' Ill . a :146 11=1x1-11I=d II=111 1=, • ..I I T=1 11= i 1=1 I I=III I -III • • � .1 � . •. �I I I -I Ti - aa.d III I—III—III = 1—III—III- LINE OF 12" W CONT 1-0" CONCRETE FTG. REINF'D W/(2) #5 CONT. 2 PERIMETER FOOTING DETAIL Scale: 3/4" = 1'-0" U al d I x '• lax 1 v I k •I I•x la• . I' .12x12 CMU COL BLK. GROUT a SOLID AND REINF'D VERT W/ (4)#5 CONT. TO FROM FOOTING DQ TO TIE BM. PROVIDE STD 10" HOOK AT EA END. I• 'I • I -� i i—iii— a I •. I /_:._:_.....•_; a III—i I I—III—I 11—III—I I '' _I=1 I I: • a. • � ..a . � • • `. • : �=1 � I , � I I I I=1 I 1=1 I I—I I I- I � I— 1•� 1• a�:� I_—I I I� • • i ' ' • . • ' =1 I I—I MONOLITHLIC CONCRETE FTG 11- Oa s� W/3 - #5 CONT. �= I I-1 I I=1 11=IIs - LLINE OF 12" W CONT 2'-0"x 2'-0" CONCRETE FTG. COLUMN FOOTING DETAIL Scale: 3/4"= 1'-0" ■ mT� BFB OT -1B 8F16 OT -18 tz BOTTOM AT 8' AFF BOTTOM AT 8' AFF BF8 oT-18 ■ 8F16 OT -10 ■ BOTTOM AT 8' AFF BOTTOM AT 8' AFF ■ BF16 1T-18 BF16 1T-10 BF16 1T -1B BOTTOM AT re AFF BOTTOM AT 7'4' AFF BOTTOM AT 7'4' AFF 12F16 2T -2B 12F16 2T-28 12F16 2T -2B BOTTOM AT 7'4 AFFI—� BOTTOY AT 7'4' AFF r---� BOTTOM AT 7W AFF 30'-8" 0 LINTEL PLAN Scale: 1/4" = 1'-0" N 31"1_4'-0" 8'-7" 1-0" 9'-7" � 0" 8'-7" 1' 0 LA 20'-8" 3'-8" 3'-4" " 4,_099 ,_4„ 32_4" 41-0", I— — — — — — — — — — — — — — — — — I r--- - F---- ---� -----� I - I I N I I O WCP WC I I -4 7s-099 1 I I 1 I SERIACE ` I I I s, o f I HCI SINK HCP o I l o I I I �LAV 1 I I I I I 7'-O" L---- 00 I ,, I oo I -o I WC O I ,1 O I I 1 i C-4 1 o WC I I 11 C 1 1 I 13 FD LAV 3" FD I I I S1 I I LAv I I 3 /3\ I I I I N I I O I I M »E I , I I i 10 -o„ I I 10'-8'9 � I �----. I I I I �----J L_-_� {-J L-------� I — - — — — — — — — — °– 5'-0” 2'-4" 2'-4" 5'-0" 7'-4" 6'-0" 7'-4" o --Fr-r. S 3" 1,-,0„ 8'_7" 1'-,0" 9'-7" 1'- 0" 8'-7" 19-,09' 3„ 31'-2" 0 FOUNDATION PLAN Scale: 1/4" = 1'-0" N SEAL CONSULTANT David P. King, Jr ARCHITECT REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 i+) Q C CL 0 Ni n N o � } _o N LJJ 12F16 2T -2B 12F16 2T-29 BOTTOM AT T4' AFF BOTTOM AT 7'4' AFF 12F16 2T-28 BOTTOM AT 7'4' AFF 8F16 OT-iB an OT -18 OF16 1T-18 BOTTOM AT 8' AFF BOTTOM AT 8' AFF BOTTOM AT 7'4' AFF 8F16 OT -18 8F8 OT -18 BOTTOMAT 8' AFF BOTTOM AT 8' AF' •� mn W n- U- 00 I— -.1 O Z Z DRAWING ISSUE FOR PERMIT 0 I—CeU Q Q DATE: 15 JUNE 2016 u- O LL. REVISED: -- J I� m LLJ ■ ■ ■ ■ ■ Q m m W CL WN 3 LJJ V N a Z u- 00 04 0 LL O e OW no 0 U m a- > � U ■ mT� BFB OT -1B 8F16 OT -18 tz BOTTOM AT 8' AFF BOTTOM AT 8' AFF BF8 oT-18 ■ 8F16 OT -10 ■ BOTTOM AT 8' AFF BOTTOM AT 8' AFF ■ BF16 1T-18 BF16 1T-10 BF16 1T -1B BOTTOM AT re AFF BOTTOM AT 7'4' AFF BOTTOM AT 7'4' AFF 12F16 2T -2B 12F16 2T-28 12F16 2T -2B BOTTOM AT 7'4 AFFI—� BOTTOY AT 7'4' AFF r---� BOTTOM AT 7W AFF 30'-8" 0 LINTEL PLAN Scale: 1/4" = 1'-0" N 31"1_4'-0" 8'-7" 1-0" 9'-7" � 0" 8'-7" 1' 0 LA 20'-8" 3'-8" 3'-4" " 4,_099 ,_4„ 32_4" 41-0", I— — — — — — — — — — — — — — — — — I r--- - F---- ---� -----� I - I I N I I O WCP WC I I -4 7s-099 1 I I 1 I SERIACE ` I I I s, o f I HCI SINK HCP o I l o I I I �LAV 1 I I I I I 7'-O" L---- 00 I ,, I oo I -o I WC O I ,1 O I I 1 i C-4 1 o WC I I 11 C 1 1 I 13 FD LAV 3" FD I I I S1 I I LAv I I 3 /3\ I I I I N I I O I I M »E I , I I i 10 -o„ I I 10'-8'9 � I �----. I I I I �----J L_-_� {-J L-------� I — - — — — — — — — — °– 5'-0” 2'-4" 2'-4" 5'-0" 7'-4" 6'-0" 7'-4" o --Fr-r. S 3" 1,-,0„ 8'_7" 1'-,0" 9'-7" 1'- 0" 8'-7" 19-,09' 3„ 31'-2" 0 FOUNDATION PLAN Scale: 1/4" = 1'-0" N SEAL CONSULTANT David P. King, Jr ARCHITECT REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 i+) Q o � � LJJ < (D W n- U- 00 I— -.1 O Z Z 0 I—CeU Q Q u- O LL. o J I� m LLJ Q m m W CL WN 3 LJJ V N a Z u- 04 0 LL O N OW U m a- > � U a- 0 O Z O a 3 w DRAWN BY: U N CHECKED BY: ii 00 a ~ APPROVED BY: U m ARCHITECT'S PROJECT No.: a v SHEET TITLE: c FOUNDATION PLAN M u ROOF FRAMING PLAN o LINTEL PLAN w DETAILS Z SHEET NUMBER W J s 1 U DPK DPK LEGEND DIRECTION OF FLOW IN PIPE -" PITCH PIPE DOWN IN DIRECTION OF ARROW -O-O PIPE UP O O PIPE DOWN --[G}-E' EXPANSION JOINT ®-- FLEXIBLE PIPE CONNECTOR ---i®I-- BALL VALVE --A-- CHECK VALVE, HORIZONTAL SWING L- GATE VALVE -- u BUTTERFLY VALVE ---per --- GLOBE VALVE -[0]----- BALANCING VALVE --I�� BALANCING COCK II STRAINER, Y -TYPE AND BLOWOFF VALVE RV PRESSURE RELIEF VALVE (WATER) - PRESSURE REDUCING VALVE PRV MAV MANUAL AIR VENT -_j4_ SOLENOID VALVE VALVE OS & Y E CAPPED LINE - SAN SANITARY SEWER (ABOVE GRADE) - - SAN - - - SANITARY SEWER (BELOW GRADE) - DOMESTIC COLD WATER BFB- BOOSTED PRESSURE DOMESTIC COLD WATER -- DOMESTIC HOT WATER - - - -- DOMESTIC HOT WATER RETURN --CD-- CONDENSATE DRAIN (BELOW GRADE) CD CONDENSATE DRAIN (ABOVE GRADE) - - ST - - STORM SEWER (BELOW GRADE) ST STORM SEWER (ABOVE GRADE) EO STORM EMERGENCY OVERFLOW PIPING --GR-- GREASE SEWER (BELOW GRADE) GR GREASE SEWER (ABOVE GRADE) - -SCW - - SOFT COLD WATER VENT - - G - GAS LINE (BELOW GRADE) G GAS LINE (ABOVE GRADE) POINT OF CONNECTION NEW TO EXISTING ® POINT OF REMOVAL FOR DEMOLITION AT DELTA T (TEMPERATURE DIFFERENCE) A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET B A = DETAIL NUMBER. B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. HB HOSE BIBB FD ® FLOOR DRAIN HD O HUB DRAIN TD ® TRENCH DRAIN --A-- COMPRESSED AIR (BELOW GRADE) A COMPRESSED AIR (ABOVE GRADE) FLOOR CLEANOUT 0 CLEANOUT -[0]----- EXTERIOR CLEANOUT HORIZONTAL CLEANOUT f? ITEMS TO BE REMOVED (DEMOLITION) CWN COLD NANO WATER CWF COLD FILTERED WATER SHOCK ABSORBER NOTE: SYMBOLS SHOWN ON THIS PLUMBING LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. SPECIFICATIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. 1.2 SCOPE A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE SUPERVISION, OPERATION, METHODS AND LABOR FOR THE FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL PLUMBING INSTALLATION. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL. INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY IH i tnrtr<tNCE WITH THE WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. F CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). G. EXAMINATION OF BIDDING DOCUMENTS: 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INitr vKmATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER METHOD. H. SUBSTITUTIONS 1. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. 2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. 3. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. 6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY THE ENGINEER. 1.3 REGULATORY REQUIREMENTS A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. B. CONFORM TO 2014 FLORIDA BUILDING CODE. C. CONFORM TO 2014 FLORIDA PLUMBING CODE. D. CONFORM TO 2014 FLORIDA FIRE PREVENTION CODE, 5TH EDITION 1.4 CUTTING AND PATCHING A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS. B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING AND PATCHING WHICH EFFECT: 1. STRUCTURAL INTEGRITY OF ELEMENT. 2. INTEGRITY OF WEATHER. 3• EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. 4. VISUAL QUALITIES OF SIGHT. 5. WORK OF OWNER OR SEPERATE CONTRACTOR. PART 2 PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. MANUFACTURERS: I. B -LINE. 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT PRODUCTS. A) MICHIGAN HANGER. B) PHD. 2.2 HOT WATER, HOT WATER RETURN PIPING INSULATION A. MANUFACTURERS: 1. OWENS-CORNING 2. JOHNS -MANVILLE 3. KNAUF B. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 'K' VALUE .024 0 75 DEGREES F. C. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. D. INSULATION THICKNESS 1-112- 2.3 -1/2"2.3 PIPING: SANITARY SEWER & VENT PIPING A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2855. 2.4 PIPING: WATER PIPING A. CPVC PIPING & FITTINGS: ASTM D1784 PIPE COMPOUND CELL CLASS 24448. 1. JOINTS: ASTM F493 SOCKET TYPE WITH SOLVENT CEMENT ASTM F402 NSF INTERNATIONAL APPROVED MFG. COMPATIBLE. 2. FLOWGUARD GOLD CPUC PIPE AS MFG. BY NOVEON INC. PART 3 INSTALLATION A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. D. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT IN i tr Ir trot WITH USE OF SPACE. E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE ARCHITECTURAL SECTION. I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE PROPER SLOPE AND COVER. J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. L EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. M. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI -A, FOR 12-32 FU'S PDI -B, 33-60 FU'S PDI -C, 61-113 FU'S PDI -D. GENERAL NOTES 1. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. THIS SET OF PLANS IS DESIGNED TO BE IN ACCORDANCE WITH 2010 FLORIDA PLUMBING CODE. 2. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 3. REFER TO ARCHITECTURAL PLANS FOR FIRE RATED FLOOR AND WALL PENETRATION DETAILS. 4. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF UNE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. ALL PENETRATION FOR ALL PIPING THRU FLOOR SLAB SHALL BE WATERPROOFED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 8. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 9. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 10. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 12. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 13. ALL DRAINAGE PIPING OVER 2- IN DIAMETER SHALL HAVE A 1/8" PER FOOT SLOPE AND ALL DRAINAGE PIPING 2' OR LESS IN DIAMETER SHALL HAVE A 1/4' PER FOOT SLOPE UNLESS OTHERWISE NOTED. 14. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 15. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 16. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 17. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE AND BATTERY OF FIXTURES AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS - SIOUX CHIEF, PRECISION PLUMBING PRODUCTS INC., FOR 1-11 F.U.'S PROVIDE PDI -A, 12-32 F.U.'S PDI -B, 33-60 F.U.'S PDI -C, 61-113 PDI -D. 18. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 19. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 20. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. 21. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES AND/OR MAINS SERVING FIXTURES AND/OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. IT IS RECOMMENDED THAT A VELOCITY BETWEEN 5 AND 8 PER SECOND BE MAINTAINED. 22. PROVIDE CLEAN OUTS AS REQUIRED BY CODE AND AHJ. 23. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON CML DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. (INC. CLEAN -OUTS, INCREASERS, BACKWATER VALVES, ETC.) DRAWING ISSUE PERMIT DATE: 8 JUNE 2016 REVISED: SEAL JLC 16.0140.00 CASNor 8730 s �0' E NS ©' T `G �0 • D v r ul u!•VZI 14'F CONSULTANT C� JosepL, Laweence & Co Consulting Lngineem 1180NARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TIL- 321.972.4466 W W W.JLCENG.COM David P. Icing, Jr ARCHITECT REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT cz N (J� Q tJ� _ IZ LUZ Dc) Iry U U. J Iv m L L.1 C w v ZZ r� V C 7500 SW 61 ST AVE SUITE 400 OCALA, FL 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12.999 5044 DRAWN BY: MJR/KCM CHECKED BY: AJB/BLS APPROVED BY: AJB/BLS ARCHITECT'S PROJECT No.: SHEET TITLE: SYMBOL LEGEND PLUMBING SHEET NUMBER P0.1 1jr 2 1 1�r w 3 WATER RISER DIAGRAM Scale: Not to scale .2* I cam\ c� 3" VTR '2" .01 � 2" 2 i � 20, V" i I I 4- �\ WC -1 JS -1 U L WC -2 I II " \ r / i" 3 \ C / 4 EWC-1 2» \2\ is 4� N. \C \ 2���W/�A/Y��� .3�1r� � /4r 0 MI Oj X- wC_2 > WC -2 X ' �! MECH X I1 X 3r� 1" O � 4 1 ><EWH-, < 1 I311 XT ET ' «� f » I TOILET X r' ��--- JS—1 X rI r� >< 13r WC -11 I " I I 1 1 X 4-I I , " 11 1" I - i _ X I I 4" I I 2_ X lir ' I 30 VT - TOILET I f I I ><I j r I TOILET t I X I �- --- f-�— - ---11--------!-------li 4"I m ® I IWC- GENERAL NOTES: 1. PROVIDE TRAP PRIMER VALVES WITH SHUT OFF VALVE AND 1/2- CW SUPPLY TO EACH FLOOR DRAIN. SEE GENERAL NOTES. ALL VALVES SHALL BE FULLY ACCESSIBLE. 2. PROVIDE SHOCK ARRESTORS FULLY ACCESSIBLE. 3. ALL DRAINAGE AND VENT SYSTEMS SHALL BE TESTED WITH 15 FOOT HEAD WATER PRESSURE FOR A MINIMUM 24 HOURS. 4. ALL WATER DISTRIBUTION SYSTEMS SHALL BE TESTED AT A MINIMUM NO LESS THAN 25 P.S.I. OVER WORKING PRESSURE FOR A MINIMUM 24 HOURS. UIN _2._____ ...... � 2" CW RISER 12' i t -------SAN--------- 40 I 0 Fiff- IC SANITARY SEWER BELOW GRADE FOR CONTINUATION SEE CML DRAWINGS. 2 WAY INV. EL = (3'-6" BFF) 4 ECO -1 2- DOMESTIC COLD WATER BELOW GRADE, SEE CML DRAWINGS FOR CONTINUATION. 2 SANITARY RISER DIAGRAM FLOOR PLAN - PLUMBING Scale: Not to scale 0 Scale: 114"= V-0" DRAWING ISSUE PERMIT DATE: 8 JUNE 2016 REVISED: SEAL JLC 16.0140.00 `1�1^1747 0 oe- : Eq 12 do • �- �,��iA `.s • rual ENG _.�� -'Prf01A18W124 CONSULTANT C.7C Joseph, LaWPence & Co Consulting Engineem 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL 321.972.4466 W W W.JLaNG.COM David P. King, Jr ARCHITECT REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT -' m N W Q F- LIJZ 00 ry UU. Iry W D F W W ZZ �e Iry 0 DRAWN BY: CHECKED BY: APPROVED BY: ARCHITECT'S PROJECT No.: SHEET TITLE: All FLOOR PLAN PLUMBING SHEET NUMBER 7500 SW 61ST AVE SUITE 400 OCALA, FL 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 P2. 1 Q 0 J LL qk%.Z O Ll_ I Q M m L.Lr.I LLJ m Lu LL 0 U MJR/KCM AJB/BLS AJB/BLS 1'-0" SQ. x 6" DEEP ,�.. CONCRETE PAD j W I SOIL PIPE - SEE PLANS FOR SIZE PLAN FlNrHED CONCRETE FINISHED GRADE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT TWO WAY CLEANOUT FITTING —� o p ELEVATION 'r O.4 TWO-WAY CLEANOUT P31 SCALE: NTS COLD WA MAIN RELIEF -� VENT 0 FLOOR TRAP PRIMER UNIT WITH VACUUM BREAKER EXTENSION PIECE (SIZE AS NEEDED) 1/2' COPPER FLOOR DRAIN fTRAP PRIMER LINE. ROUTE DOWN WALL AND UNDER BOOR TO FLOOR DRAIN TRAP. rlrt �- SPOUT BRACE A SPOUT WITH HOSE END AND PAILHOOK SERVICE FAUCET WITH VACUUM BREAKER METAL EDGE / ;r DRAIN / 10 77 —. a • '. a id U �- �- 3' DIA. P -TRAP 1�JANITOR SINK DETAIL SCALE: NTS BALL VALVE THERMAL EXPANSION TANK / SIZE PER MFG'S -- COLD WATER SUPPLY RECOMMENDATION. HOT WATER SUPPLY 1 1 � UNION T T (I TEMPERATURE AND PRESSURE WATER HEATER SEE RELIEF VALVE AS REQUIRED SCHEDULE. BY LOCAL CODE PIPE FULL SIZE TO DRAINPAN DRAIN VALVE ►E-D4'-� 1 „ _ MIN. 11" 24 GAUGE GALVANIZED SHEETMETAL OR 60 MIL HIGH IMPACT PLASTIC DRAINPAN. FLOOR DRAIN SEE DETAIL PROVIDE SUPPORT PLATFORM WATTS ,--FLOOR WM-26 OR AN APPROVED SUPPORT INSTALLATION. -FLOOR DRAIN WITH CLAMPING COLLAR WATERPROOFING MEMBRANE P -TRAP PIPE Oa,2 FLOOR DRAIN AND TRAP PRIMER DETAIL SCALE: H.s FINISHED FLOOR 1 WATER HEATER DETAIL SCALE: NTS TERMINATE PAN DRAIN OVER MOP SINK WITH INDIRECT CONNECTION MARK I FIXTURE I WASTE ( TRAP WC -1 WATER CLOSET 3" INTEG WC -2 WATER CLOSET - ADA TYPE 3' INTEG L-1 LAVATORY 2" 1 -1/4- -1/4'L-2 L -2 LAVATORY - ADA TYPE 2" 1-1/4' EWC-1 ELECTRIC WATER COOLER 2" 1-1 /4' JS -1 JANITOR SINK 3" 3" FD -1 FLOOR DRAIN ECO -1 EXTERIOR CLEAN OUT WHA -1 WATER HAMMER ARRESTOR TPV-1 TRAP PRIMER VALVE SEE PLANS SEE PLANS SEE PLANS SEE PLANS PLUMBING FIXTURE SCHEDULE VENT COLD I HOT ( ( /MODEL # RER I CHECKED BY: WATER DESCRIPTION WATER AJB/BLS 2" 1' - AMERICAN STANDARD RIM 14" AFF, FLOOR MOUNTED, FLUSH VALVE, VITREOUS CHINA, WATER SAVER 1.6 GPF, 2234.015 SIPHON JET, ELONGATED BOWL, BOLT CAPS. 'SLOAN' 111 EXPOSED C.P. FLUSHOMETER VALVE WITH CHECK STOP AND VACUUM BREAKER. 'BEMIS' SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT. PROVIDE VANDALPROOF OPTIONS. 2' 1' - AMERICAN STANDARD RIM 17" AFF, FLOOR MOUNTED, FLUSH VALVE, VITREOUS CHINA, WATER SAVER 1.6 GPF, 3043.102 SIPHON JET, ELONGATED BOWL, BOLT CAPS. 'SLOAN' 111 EXPOSED FLUSH VALVE. 'BEMIS' SOLID PLASTIC, OPEN FRONT, ELONGATED SEAT WITH SELF SUSTAINING CHECK HINGES. PROVIDE VANDALPROOF OPTIONS. 1-1/2' 1/2" 1/2' AMERICAN STANDARD LUCERNE 20" x 18" WALL HUNG, VITREOUS CHINA WITH INTEGRAL BACKSPLASH & 9141.011 OVERFLOW. 'T&S BRASS' #B-0712 SINGLE METERING PUSH BUTTON FAUCET. GRID STRAINER WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. PROVIDE VANDALPROOF OPTIONS. THERMOSTATIC MIXING VALVE EQUAL TO WATTS, SERIES MMV WITH BRONZE BODY, INTEGRAL FILTER, WASHERS AND CHECK VALVES W/ ADJ. CAP. 1-1/2' 1/2' 1/2' AMERICAN STANDARD LUCERNE 20' x 18' WALL HUNG, VITREOUS CHINA WITH INTEGRAL BACKSPLASH & 9141.011 OVERFLOW. 'T&S BRASS' #13-0712 SINGLE METERING PUSH BUTTON FAUCET. GRID STRAINER WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT" ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P -TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. 'ZURN' 1231 CAST IRON FLOOR MOUNTED CARRIER FITTING WITH CONCEALED ARMS. PROVIDE VANDALPROOF OPTIONS. THERMOSTATIC MIXING VALVE EQUAL TO WATTS, SERIES MMV WITH BRONZE BODY, INTEGRAL FILTER, WASHERS AND CHECK VALVES W/ ADJ. CAP. 1-1/2' 1/2' - �Y WALL BASIN "�; MoD STAINLESS EZ8C &�D��LEU 6�FL UPPER1"APE8 GPOF WATER, /SHP, 120V,, 1PHW/ OVERLOAD PROTECTION, 1t" P -TRAP, STOP VALVE, CORD & PLUG. ZURN #Z1225 -BL CAST IRON FLOOR MOUNTED CARRIER FITTING WITH BEARING PLATE. PROVIDE VANDALPROOF OPTIONS. 1-1/2- 1/2% 1/2* FIAT 24x24x10 MOLDED STONE MOP BASIN WITH INTEGRAL DRAIN. SERVICE FAUCET WITH MSBID2424 VACUUM BREAKER AND UPPER SUPPORT ROD, HOSE AND HOSE BRACKET, AND MOP 832AA, 889CC. HANGER. T&S B-0665-BSTR - 1/2- - ZURN DURA -COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE ZN415-S-P MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND SQUARE TYPE 'B' POLISHED NICKEL BRONZE STRAINER. PROVIDE 1/2" COLD WATER TRAP PRIMER CONNECTION. PROVIDE VANDALPROOF SCREWS. - - - ZURN PVC SQUARE CLEAN-OUT WITH 2 -WAY CLEAN-OUT TEE, (LAWN, IN FLUSH 12"x12"x4' CO -2400 -SZ CONCRETE PAD.) 1/2' SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. WHA -1: SIZE 'A" WHA -2: #650 SERIES SIZE "B" REFER TO RISER DIAGRAMS FOR ARRESTOR LOCATIONS. REFER TO SPECIFICATION FOR SELECTION METHOD. - 1/2" - PRECISION PLUMBING PROVIDE FULLY ACCESSIBLE SHUT OFF VALVE TO EACH PRIMER VALVE. PRODUCTS PR -500 NOTES: 1. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH WATTS "FLOODSAFE' AUTO -SHUT OFF CONNECTOR TYPE SUPPLY RISERS WITH BRAIDED STAINLESS STEEL CONNECTORS. THIS SHALL INCLUDE ALL FAUCETS, TOILETS, DISHWASHERS & ICE MAKERS. PROVIDE FULLY ACCESSIBLE SHOCK ARRESTORS ON SUPPLIES TO ICE MAKERS AND DISHWASHERS. ELECTRIC WATER HEATER SCHEDULE GPH REC. VOLT/PHASE WEIGHT MANUFACTURER UNIT # TYPE GALLONS INPUT 0 70•F RISE CURRENT DRAW (LBS.) DIMENSIONSMANUFACTURER ( MODEL # (PER PHASE) EWH-1 I ELECTRIC 1 30 1 4.5 ( 26 I 208V-10 I 350 I 30-j" H x 21-J" 0 I AO -SMITH ( DEL -30 NOTES: 1 I 1. PROVIDE WITH EXPANSION VALVE, T & P VALVE, WATER HEATER DRAIN PAN AND 'WATTS' WALL MOUNTING KIT #WM-26. 2. COORDINATE WATER HEATER LOCATION AND PIPING WITH MECHANICAL AND ELECTRICAL PLANS. DRAWING ISSUE PERMIT DATE: 8 JUNE 2016 REVISED: SEAL JLC 16.0140.00 \CSN • �2',,� X10.89 I'OB • +RR RRIRIi •4' �,O P:tl. #11et4 CONSULTANT CSC Joseph. Lawrence & Co Consultinq Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL 321.472.4466 W W W.JLCENG.COM David P. King, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 PROJECT cz Q (0'*4 _ W V) O Q Lu !.L 7-' a Z Z O Q i- � <C U u.. o -� � z �LU < < < m m UNJ v) W C.7 Z Z LL O O U DRAWN BY: MJR/KCM CHECKED BY: AJB/BLS APPROVED BY: AJB/BLS ARCHITECT'S PROJECT No.: SHEET TITLE: SCHEDULES & DETAILS PLUMBING SHEET NUMBER P3.1 ABBREVIATIONS M ADJ ADJUSTABLE AF AIRFOIL AFF ABOVE FINISHED FLOOR AC AIR CONDITIONER ACU AIR CONDITIONING UNIT AHU AIR HANDLING UNIT AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BI 13ACKWARD INCLINE BLDG BUILDING BHP BRAKE HORSEPOWER BTUH BRITISH THERMAL UNIT PER HOUR CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CLG CEILING CW CHILLED WATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY CONIC CONCRETE COND CONDENSATE CONT CONTINUOUS CO CARBON MONOXIDE COP COEFFICIENT OF PERFORMANCE CU CONDENSING UNIT DB DRYBULB DWDI DOUBLE WIDTH, DOUBLE INLET DWGS DRAWINGS DX DIRECT EXPANSION EF EXHAUST FAN DCH EXHAUST EA EACH EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO ELECT ELECTRICAL ENT ENTERING EQ EQUAL ER EXHAUST REGISTER EWT ENTERING WATER TEMPERATURE FC FORWARD CURVED FCU FAN COIL UNIT FD FIRE DAMPER FL FLOOR FLEX FLEXIBLE CONNECTOR OR DUCT FPM FEET PER MINUTE F/S COMBINATION FIRE AND SMOKE DAMPER FT. H2O FEET WATER GAUGE F DEGREES FAHRENHEIT GA GAUGE GAL GALLON GALV GALVANIZED GPM GALLONS PER MINUTE HP HORSEPOWER HTWR HIGH TEMPERATURE HOT WATER RETURN HTWS HIGH TEMPERATURE HOT WATER SUPPLY HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HVAC HEATING VENTILATING AND AIR CONDITIONING HV HEATING AND VENTILATING IN.WG INCHES WATER GAGE KW KILOWATTS LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000 X BTUH MIN MINIMUM MVD MANUAL VOLUME DAMPER MZ MULTI -ZONE N.T.S. NOT TO SCALE OA OUTSIDE AIR OBMVD OPPOSED BLADE MANUAL VOLUME DAMPER OPD OPEN DRIP PROOF PROP PROPELLER PCR PRE -CONDITIONED AIR SYSTEM RETURN WATER PCS PERCENT PD PRESSURE DROP PERF. PL PERFORATED PLATE PLBG PLUMBING PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAUGE RA RETURN AIR RD RADIATION DAMPER REG REGISTER REQ'D REQUIRED RG RETURN AIR GRILLE RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE RR RETURN AIR REGISTER RTU ROOFTOP UNIT GENERAL NOTES LEGEND SUPPLY DIFFUSER. (4 -WAY) SA SUPPLY AIR 1. INSTALL EQUIPMENT AND MATERIALS IN COMPLIANCE WITH MANUFACTURERS MINIMUM CLEARANCE �}{ RETURN OR OUTDOOR AIR GRILLE SF SUPPLY FAN REQUIREMENTS AND RECOMMENDATIONS. SDT SMOKE DETECTOR 2 COMPLY WITH THE LATEST EDITIONS OF NFPA AND THE LATEST ADOPTED EDITION OF THE INTERNATIONAL SD SUPPLY DIFFUSER BUILDING CODE (MECHANICAL., PLUMBING AND GAS). z EXHAUST GRILLE SDMP SMOKE DAMPER SQ.FT. SQUARE FOOT 3. ALL MATERIALS SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES ON BUILDING PLANS PRIOR TO COMMENCING WORK. SUPPLY DUCT UP SECTION RECTANGULAR SR SUPPLY REGISTER (RECTANGULAR) STR STARTER 4. CONTRACTOR IS RESPONSIBLE FOR TESTING AND BALANCING OF AIR SYSTEMS IN ACCORDANCE WITH SWSI SINGLE WIDTH, SINGLE INLET AABC GUIDELINES. A TEST AND BALANCE REPORT SHALL BE SUBMITTED TO THE ARCHITECT FOR SZ SINGLE ZONE APPROVAL RETURN DUCT UP SECTION (RECTANGULAR) TEFC TOTALLY ENCLOSED FAN COOLED 5. PROVIDE 45 DEGREE BRANCH TAKE -OFF PER SMACNA FIG. 2-8 ON ALL RECTANGULAR DUCT TAKE -OFFS. TEMP TEMPERATURE 'I EXHAUST DUCT UP SECTION (RECTANGULAR) TG TRANSFER GRILLE 6. PROVIDE AND INSTALL DUCT MOUNTED HINGED ACCESS DOORS FOR ALL SMOKE AND/OR FIRE DAMPERS, T/0 TRANSFER OPENING ABOVE CEILING NOT OTHERWISE ACCESSIBLE. T'STAT THERMOSTAT 7. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT W TH THE SUPPLY DUCT DOWN SECTION (RECTANGULAR) TYP TYPICAL ELECTRICAL CONTRACTOR PRIOR TO ORDERING AND SHALL COORDINATE WITH ALL OTHER TRADES PRIOR VFDC VARIABLE FREQUENCY DRIVE TO OR INSTALLING EQUIPMENT AND MATERIALS. CONTROLLER N RETURN DUCT DOWN SECTION (RECTANGULAR) g, COORDINATE ALL HVAC SYSTEM DRAWINGS WITH EXISTING/NEW TRUSS TO AVOID INTERFERENCE VAV VARIABLE AIR VOLUME BETWEEN MECHANICAL SYSTEMS AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VS VARIABLE SPEED COSTS ASSOCIATED WITH TRUSS INTERFERENCE THAT OCCURS IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE DUCT SIZES MAY BE REVISED TO FIT TRUSS SYSTEM SO LONG AS THENEXHAUST DUCT DOWN SECTION (RECTANGULAR) W WATTS EQUIVALENT INSIDE CROSS SECTIONAL AREA IS NOT DECREASED. W/ WITH W/0 WITHOUT 9. GAUGES AND CONSTRUCTION FOR DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS, SUPPLY DUCT UP SECTION (ROUND). WB WETBULB ZD ZONE DAMPER 10. TRANSITION RECTANGULAR DUCTWORK ON BOTTOM AND SIDES. MAINTAIN TOP OF DUCTWORK LEVEL AND HIGH AS POSSIBLE. FLEXIBLE DUCT RUN -OUTS TO CEILING DIFFUSERS SHALL BE AS STRAIGHT AS ( \ SUPPLY DUCT DOWN SECTION (ROUND). POSSIBLE AND FREE OF SAGS do KINKS. FLEX DUCT SHALL BE THE SAME SIZE AS THE DIFFUSER J NECK IT SERVES. 11. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH SQUARE TO ROUND TRANSITIONS. l ---_- I LINEAR SLOT DIFFUSER SPIN -IN FITTINGS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 12. THE CONTRACTOR SHALL FULFILL ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SHALL T---= --I EXISTING LINEAR SLOT DIFFUSER (LIGHT UNETYPE) COMPLETE THE WORK SHOWN ON THESE DRAWINGS. ALL SYSTEMS SHALL BE FINISHED, TESTED AND BALANCED, ADJUSTED, AND PROVEN TO BE FULLY OPERATIONAL AND USEABLE. RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME 13, ADJUST ALL DIFFUSERS IN CORRIDORS OR WITHIN THREE (3) FEET OF A WALL TO PROVIDE 2 -WAY OR A/B SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE 3 -WAY BLOW AWAY FROM OR PARALLEL TO WALLS. ALL DIFFUSERS SHALL HAVE 4 -WAY BLOW UNLESS FIRST DIMENSION IS THAT OF SIDE SHOWN. NOTED OTHERWISE �- AO � ROUND DUCTWORK. 14. PORTIONS OF DUCTWORK VISIBLE THROUGH GRILLES AND REGISTERS IN FINISHED AREAS SHALL BE CONICAL FITTING WITH DAMPER ON BRANCH PAINTED FIAT BLACK. CONNECTION TO RECTANGULAR MAIN 15. ALL DAMPERS IN AND ABOVE CEILING SHALL BE ACCESSIBLE CONTRACTOR SHALL COORDINATE ALL 4- (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). ACCESS PANELS IN CEILINGS OR WALLS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND INTERIOR DRAWINGS FOR PROPER LOCATION. EXISTING DUCTWORK TO REMAIN (LIGHT LINETYPE) 16. MOUNT THERMOSTATS WHERE INDICATED ON PLANS 48' ABOVE FINISHED FLOOR. 17. COORDINATE DUCTWORK AND PIPING WITH PLUMBING, FIRE PROTECTION AND ELECTRICAL MAKE -----R DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED. OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE CONTRACT. 18. SEAL ALL TRANSVERSE JOINTS AND FITTINGS WITH DUCT SEALER. DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED. 19, TRAP AND ROUTE CONDENSATE DRAINS LINES, FULL SIZE OF UNIT CONNECTION, AS INDICATED. SLOPE 1/8" PER FOOT. OPPOSED BLADE VOLUME DAMPER (OBD). 20, ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, ( I STRUCTURAL AND ELECTRICAL CHANGES RESULTING FROM THE ALTERNATES. THE COST OF f L MANUEL DAMPER IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE 13Y THE MECHANICAL SUBCONTRACTOR. 21, PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS,�II FLEXIBLE DUCT CONNECTION. INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. 22. COORDINATE CEILING MOUNTED AIR DEVICE LOCATION WITH REFLECTED CEILING PLAN AND OTHER FIRE DAMPER WITH ACCESS PANEL TRADES. 23. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC DIVISION 16 SPECIFICATIONS. COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL 24. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. - 25. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. EXISTING DUCTWORK TO BE REMOVED (DASHED UNETYPE) - - - USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED TO MAINTAIN RATING OF SYSTEM. I DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY 26. THE TABC SHALL BE EMPLOYED DIRECTLY BY THE GENERAL CONTRACTOR WHO SHALL BE SOLELY MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR RESPONSIBLE FOR ITS PERFORMANCE AND THE TIMELY SCHEDULE OF ITS OPERATION. ® CONTROL REQUIREMENTS. A-100 AIR DEVICE TAG MARK -CFM SIDEWALL TRANSFER GRILLE SIDEWALL SUPPLY REGISTER SIDEWALL RETURN GRILLE OR OUTSIDE AIR LOUVER SIDEWALL EXHAUST GRILLE TS WALL MOUNTED DDC TEMPERATURE SENSOR MOUNT 5'-0' ABOVE FINISHED FLOOR. WALL MOUNTED THERMOSTAT MOUNT 48' ABOVE FINISHED FLOOR. O WALL MOUNTED CO SENSOR MOUNT 5'-0' ABOVE FINISHED FLOOR. A PHOTO DETAIL OR SECTION IDENTIFICATION TARGET B A = DETAIL NUMBER. B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. �femRD RADIATION DAMPER INSTALLED IN AIR DEVICE INVI RD RADIATION DAMPER INSTALLED IN DUCT. ELBOW WITH TURNING VANES NOTE: GENERAL NOTES ON THIS MECHANICAL SHEET ARE FOR GENERAL REFERENCE PURPOSES ONLY. ALL OF THESE NOTES MAY NOT BE USED FOR THIS PROJECT. OX REFERENCE NOTE - MULTI -DISCIPLINE SHEETS FLOW DIRECTION INDICATES POINT OF CONNECTION BETWEEN NEW AND EXISTING. ® POINT OF DISCONNECT CWS CONDENSER WATER SUPPLY PIPING. CWR CONDENSER WATER RETURN PIPING. BCWS BUILDING CONDENSER WATER SUPPLY PIPING. BCWR BUILDING CONDENSER WATER RETURN PIPING. CHWS CHILLED WATER SUPPLY PIPING. CHWR CHILLED WATER RETURN PIPING. HWS HEATING WATER SUPPLY PIPING. HWR HEATING WATER RETURN PIPING. CD CONDENSATE DRAIN PIPING. R REFRIGERANT PIPING 4 FS FLOW SENSOR. ySP STATIC PRESSURE TRANSMITTER ASSEMBLY. �I RECTANGULAR BRANCH DUCT CONNECTION. L=t/4w, (PROVIDE BALANCING DAMPER AT ALL MIN. 4• W BRANCH CONNECTIONS) -�- TEE (PLAN, UP, DOWN). --a ELBOW (PLAN, UP, DOWN). - VALVE �-- TWO WAY MOTORIZED CONTROL VALVE. ARCHITECT'S PROJECT No.: THREE WAY MOTORIZED CONTROL VALVE PRESSURE REDUCING VALVE. �( FLOW CONTROL VALVE. BALL VALVE FOR PIPING 2 -INCHES AND SMALLER, BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND LARGER. CHECK VALVE. IN I STRAINER. BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION OF DIFFERENTIAL PRESSURE METER. VALVE SHALL HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS VALVE PRESSURE DROP. A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL TEMPERATURE AND PRESSURE TEST PORTS. --I I-- UNION. VENTURI FLOW METER. PRESSURE AND/OR TEMPERATURE PORT THERMOMETER. PRESSURE GAUGE WITH GAUGE COCK. ��� FLEXIBLE CONNECTION. PRESSURE RELIEF VALVE Q MOTORIZED ACTUATOR OPENING IN WALL ABOVE CEILING. eEQUIPMENT TYPE EQUIPMENT TAG �- MARK NOTE: SYMBOLS SHOWN ON THIS MECHANICAL LEGEND ARE FOR REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. DRAWING ISSUE PERMIT DATE: 8 JUNE 2016 REVISED: SEAL JLC 16.0140.00 �6N@1�� 730 S P RT -t� 57r F' e mey IIE!!124 CONSULTANT UG Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL- 32L972.4466 W W W.JLCING.COM David P. Icing, Jr ARCHITECT REGISTRATIONS: STATE OF FLORIDA STATE OF GEORGIA PROJECT {'� j N Lu Q v)7 Lu � ,J I7" Z O ry U LL ICe LU CL w V ZZ O 7500 SW 61 ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) 352.873.0737 (FAX) AR 12,999 5044 I I1 0 U DRAWN BY: MJR/KCM CHECKED BY: AJB/BLS APPROVED BY: AJB/BLS ARCHITECT'S PROJECT No.: SHEET TITLE: SYMBOL LEGEND MECHANICAL SHEET NUMBER M0.1 FAN SCHEDULE o REFERENCE NOTES: MARK AREA SERVED TYPE CFM T.S.P. WATTS R.P.M.VOLTS PH SONES MANUFACTURER & MODEL NO. NOTES EF -1 RESTROOMS INLINE I 525 I 0.50 I - I 1,100 I 120/10 I 3.0 I GREENHECK CSP -A700 I 1. & 2. Q EXHAUST DUCT TO BE ROUTED OVER AND UP TO ROOFTOP EXHAUST RELIEF VENT NOTES: (MODEL GREENHECK GRSF-8). INSTALL PER DETAIL. 1. EXHAUST FAN TO BE CONTROLLED BY 71MER WITH DOOR LOCKS. Q INLINE EXHAUST FAN IN LOCATION SHOWN, INSTALL PER DETAIL. 2. PROVIDE WITH VIBRATION ISOLATOR Kff, INTEGRAL BACKDRAFT DAMPER, & ALUMINUM WALL CAP. i r DRAWING ISSUE PERMIT DATE: 8 JUNE 2016 REVISED: VIBRATION STEEL ROD W//THREADED ISOLATORS ENDS (TYP. 4 PLACES) SEAL JLC 16.0140.00 SUPPORT FROM STRUCTURE BACKDRAFT ABOVE AS REQUIRED. EXHAUST VENT„`,, 28'30 DAMPER (CORDINATE W/STRUCT.) ,e�� �p S F .i AIR SEE PLANS - \. = �; 39'124 ;Z FLOW FOR DUCT AIR r ` ...rE- FLOW SIZES�✓ - O SEE PLANS 1 _ I -po FOR DUCT HOOD AND �r F� ''••..... • �` SIZES COUNTER FLASHING pp� ,erneY CAP. "'R.fijtk- Vi24 � TRANSfT10N AS CENTRIFUGAL FLEXIBLE CONNECTOR PROVIDE S/S SCREWS //- ROOF CONSULTANT REQUIRED EXHAUST FAN TYPICAL OF SUPPLY AND FOR HOOD TO ROOF CEILING DISCHARGE SIDES. EXHAUST AIR DUCT. &( 3 SEE ARCHITECTURAL PLANS FOR ROOF TYPE }JosppL, Lawpence & Co Consulting Engineees 1180HARWOOD AVE., SUITE 3000 (USE GREENHECK MODEL GRSF OR EQUAL) ALTAMONTE SPRINGS, FLORIDA 32714 TEL- 321.972.4466 W W W.JLCEHG.COM 2 INLINE CABINET FAN DETAIL 1 EXHAUST VENT CAP . NTS NTS David P. King, Jr DETAIL L ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL. 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) STATE OF FLORIDA AR 12,999 STATE OF GEORGIA 5044 �i PROJECT U U �, - m o N_ -�-�- W r 18'x18' �X .o X I tFA 80r� 80 LL I w - x _ !- ® MEECCH < z Z ” D X '<Z � O X TOILET C I- "CC l] T ILET fl� < � tY X C A-125 UU. 0 x %< Y\/ J LU X ++ ~ Q Q m X ,$ I V) X A-10 L -10 U i< LJ � u { cr) r' -!'1V ' 12x12 Z Z LL. EF 0 � o X TOIILLET i - -> -lj2 TOILET aIry x + < + O >- x + < + E— XL--- ----J .�. xn��V `J DRAWN BY: MJR/KCM - -,N• -�-y- - CHECKED BY: AWB/BLS . 18"X18` 18'X18" APPROVED BY: AJB/BLS - a � ARCHITECT'S PROJECT No.: � I C� FLOOR PLAN - PLUMBING Scale: 1/4'= 1'-0° SHEET TITLE: FLOOR PLAN MECHANICAL SHEET NUMBER M2.1 ELECTRICAL LEGEND ABBREVIATIONS GENERAL NOTES 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL WIRING AND POWER PANELS A - AMPERES ELECTRICAL. CODE (NFPA 70), AND THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE. AJC - AIR CONDITIONING S* SWITCH ® NEW ELECTRICAL PANEL AC - ALTERNATING CURRENT 2) CONTRACTOR SHALL FIELD VERIFY ALL, CONDITIONS AND COORDINATE WITH EXISTING EQUIPMENT PRIOR TO XXXBIDDING. (NONE) SINGLE POLE TOGGLE SWITCH MDP MAIN DISTRIBUTION PANEL (SEE PANEL SCHEDULE) AFF - ABOVE FINISHED FLOOR 2 TWO POLE TOGGLE SWITCH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION AFG - ABOVE FINISHED GRADE 3) ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABEL LISTED BY AN 3 THREE WAY TOGGLE SWITCH AHU - AIR HANDLING UNIT APPROVED THIRD -PARTY TESTING AGENCY. WP SINGLE POLE WEATHERPROOF SWITCH rATS AUTOMATIC TRANSFER SWITCH K SINGLE POLE KEYED SWITCH AWG - AMERICAN WIRE GAUGE _BUILDING: DRAWING ISSUE PERMIT OS OCCUPANCY SENSOR SWITCH ® ELECTRICAL SYSTEMS PANEL DATE: 8 JUNE 2016 M MANUAL MOTOR CONTROLLER W/O OVERLOADS XXX C CONDUIT 4) INSTALLATION HEIGHT OF EQUIPMENT (TO CENTERLINE) ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE REVISED: SACP SECURITY ALARM CONTROL PANEL CFL - COMPACT FLUORESCENT LAMP SHALL BE: FACP FIRE ALARM CONTROL PANEL CH - COUNTER HEIGHT Sabc LOWER CASE LETTERS INDICATES SWITCHING DESIGNATIONS, MC MASTER CLOCK CONTROL PANEL RECEPTACLE = 18" QUANTITY OF LETTERS EQUAL QUANTITY OF GANGED SWITCHES PA PUBLIC ADDRESS CONTROL PANEL CONC - CONCRETE CLOCK = 7'-6" FAAP FIRE ALARM ANNUNCIATOR PANEL COND - CONDUIT SWITCH = 44" CU - COPPER MODULAR JACK FOR WALL MOUNTED TELEPHONE = 52" ()* SINGLE RECEPTACLE DISC - DISCONNECT MODUS TELEPHONE ALARM KINDICATORS = 80" T GFl GROUND FAULT CIRCUIT INTERRUPTER LIGHTING AUDIO SU FIRE ALARM PULL STATIONS = 50" ECB - ENCLOSED CIRCUIT BREAKER TELEVISION OUTLET = 84" WP WEATHERPROOF COMPUTER OUTLET = 18" ELEC - ELECTRICAL IG ISOLATED GROUND CALL SWITCH = 44' C COUNTER HEIGHT (ABOVE COUNTER OR 42' AFF) XX LIGHTING FIXTURE EM - EMERGENCY REMOTE TEST STATION FOR DUCT DETECTOR = 52' (SEE LIGHTING FIXTURE SCHEDULE FOR LETTER EMS - ENERGY MANAGEMENT SYSTEM C = ABOVE COUNTER BACKSPLASH, COORDINATE WITH ARCHITECTURAL ELEVATIONS AND MILLWORK. rq Q DESIGNATION AND DESCRIPTION OF FIXTURES) EMT - ELECTRICAL METALLIC TUBING DUPLE)( RECEPTACLE SEAL JLC 16.0140.00 * EF - EXHAUST FAN 5) ALL CONDUIT AND WIRING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED EWC - ELECTRIC WATER COOLER OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. ALL DEVICE CUTLET BOXES SHALL BE >>��Nb11a8q0 o GFl GROUND FAULT CIRCUIT INTERRUPTER RECESSED UNLESS NOTED OTHERWISE OR APPROVED BY THE ARCHITECT/ENGINEER. WHERE APPROVED N C'6 8, WP WEATHERPROOF EMERGENCY/NIGHT LIGHT LIGHTING FIXTURE ETR - EXISTING TO REMAIN OR NOTED SURFACE METAL RACEWAY AND DEVICE BOXES SHALL BE USED IN LIEU OF CONDUIT AND .`, .••"""•• �� IG ISOLATED GROUND EX - EXISTING CONCEALED BOXES AT NO EXTRA COST TO THE OWNER. 4-, :' �G F • . t�`�00 C COUNTER HEIGHT (ABOVE COUNTER OR 42' AFF) ® EXIT LIGHTING FIXTURE UNIVERSAL MOUNT, SINGLE/DOUBLE FACE FA - FIRE ALARM .69 ' s EWC ELECTRIC WATER COOLER, COORDINATE LOCATION �- {WHERE USED, ARROW INDICATES CHEVRON DIRECTION) FRCP - FIRE ALARM CONTROL PANEL 6) ALL CONDUIT ROUTES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY FINAL ROUTE. _ WITH PLUMBING CONTRACTOR FPL - FLORIDA POWER AND LIGHT S 4 BATTERY POWERED EMERGENCY LIGHT 7) CONDUIT RUNS SHOWN ARE SCHEMATIC AND DO NOT INDICATE THE NECESSARY FITTINGS AND JUNCTION * QUADRAPLEX RECEPTACLE —4 EMERGENCY LIGHT REMOTE HEAD G - GROUND BOXES THAT ARE INCLUDED IN THE SCOPE OF THE WORK. 13� SSON eth GFl GROUND FAULT INTERRUPTER �, 13) CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL WIRING WITH THE SOURCE AND CIRCUIT AT ALL I��!#16 U60 GFl GROUND FAULT CIRCUIT INTERRUPTER F---m—i TRACK LIGHTING GND - GROUND ELECTRICAL EQUIPMENT, PULL AND JUNCTION BOXES AND ELECTRICAL TERMINATIONS PROVIDED OR CONSULTANT WP WEATHERPROOF GRC - GALVANIZED RIGID CONDUIT ASSOCIATED WITH THIS CONSTRUCTION. IG ISOLATED GROUND d TRACK LIGHTING HEAD C COUNTER HEIGHT (ABOVE COUNTER OR 42" AFF) H.I.D. - HIGH INTENSITY DISCHARGE 9) CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES AND AREAS WHERE EQUIPMENT WAS WG WIRE CAGE LIGHT GUARD HVAC - HEATING, VENTILATING AND REMOVED OR MODIFIED, TO MATCH EXISTING CONDITIONS. Q* SPECIAL RECEPTACLE OS OCCUPANCY SENSOR -CEILING MOUNII=D - AIR CONDITIONING10)ALL ABANDONED AUDIO OR CONTROL CABLES SHALL BE REMOVED. ALL BOX OR EQUIPMENT OPENINGS I.G. - ISOLATED GROUND SHALL BE CLOSED WITH LISTED CLOSURE DEVICE AS APPROVED BY THE EQUIPMENT MANUFACTURER. X TYPE X (SE RECEPTACLE SCHEDULE) osC OCCUPANCY SENSOR - CEILING MOUNTED - CORRIDOR J - JUNCTION Josepk Lawrence & Co C COUNTER HEIGHT KAIC - (THOUSAND) AMPERE 11) WHERE EXISTING EQUIPMENT OR MATERIALS ARE REMOVED OR CHANGED, ALL BRANCH CONDUITS WHICH Consulting Engineers asw OCCUPANCY SENSOR - WALL MOUNTED INTERRUPTING CAPACITY NO LONGER ARE IN SERVICE, SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. IF, IN THE COURSE PP POWER POLE OF THIS WORK, OUTLETS ARE COVERED UP OR OTHERWISE RENDERED INACCESSIBLE, ALL WIRING TO 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 LC LIGHTING CONTACTOR KVA - KILOVOLT -AMPERES SAME SHALL BE REMOVED TO THE SOURCE. IF A CIRCUIT THAT MUST REMAIN IN SERVICE IS INTERRUPTED TFL- 321-972.4466 ® RECESSED FLOOR MOUNTED DUPLEX RECEPTACLE KW - KILOWATT THEREBY, IT SHALL BE RECONNECTED BY THE MOST INCONSPICUOUS MEANS SO AS TO REMAIN WWW_JLCENG.COM ® PC PHOTOCELL OPERATIONAL, WITH THE SAME CAPACITY AS BEFORE ALL BUILDING SURFACES DAMAGED, AND OPENINGS SURFACE -MOUNTED FLOOR DUPLEX RECEPTACLE LTG - LIGHTING LEFT BY REMOVAL OF BOXES, PIPING OR OTHER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR. David P. King,dVDJr S* SWITCH MCM - THOUSANDS OF CIRCULAR MILS ALL HOLES LEFT IN JUNCTION BOXES, SWITCHES, PANELS, ETC. SHALL BE CLOSED. ® COLING -MOUNTED DUPLEX RECEPTACLE MCU - MASTER CONTROL UNIT 12) ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE OWNER. ALL A R C H I T E C T OS OCCUPANCY SENSOR SWITCH MCP - MOTOR CIRCUIT PROTECTION OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. �.�.. PLUG MOLD D DIMMER MH - METAL HALIDE 13) THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS 7500 SW 61ST AVE C COUNTER HEIGHT D3 THREE WAY DIMMER (INCANDESCENT) N - NEUTRAL PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. SUITE 400 OCALA, FL. 34476 NA - NOT APPLICABLE 352.873.3737 (PH)352.873.0737 (FAX) ❑J JUNCTION BOX _ GROUNDING: NF NON—FUSED REGISTRATIONS: NL - NIGHT LIGHT 14 ALL METAL RACEWAYS, INCLUDING CONDUIT, WIRE TROUGHS, WIREMOLD, ETC., SHALL BE GROUNDED. ALL STATE OF FLORIDA AR 12,999 DISCONNECT SWITCH ) NEC - NATIONAL ELECTRICAL CODE CONNECTIONS IN METAL RACEWAYS SHALL BE COMPLETED IN SUCH A MANNER AS TO MAINTAIN A STATE OF GEORGIA 5044 awp DISCONNECT SWITCH -WEATHERPROOF (NEMA 3R) FIRE ALARM SYSTEMS NEMA - NATIONAL ELECTRICAL CONTINUOUS PATH TO GROUND THROUGHOUT THE ENTIRE LENGTH OF THE RACEWAY. PROJECT FUSED DISCONNECT SWITCH MANUFACTURERS ASSOCIATION WIRING: CCS Q D FIRE ALARM PULL STATION NFPA - NATIONAL FIRE PROTECTION N e ASSOCIATION 15) UNLESS NOTED OTHERWISE ON THE DRAWINGS OR ON THE EQUIPMENT WIRING SCHEDULE, EACH BRANCH MAGNETIC MOTOR STARTER CIRCUIT HOME RUN SHALL BE THREE (3) #12 AWG THHN/THWN (1 HOT, 1 NEUTRAL & 1 EQUIPMENT W FIRE ALARM HORN NIC - NOT IN CONTRACT GROUND) IN 3/4' EMT CONDUIT. PROTECT EACH CIRCUIT WITH A 20 AMPERE, 1 -POLE OVERCURRENT V) COMBINATION FUSED DISCONNECT/ O.C. - ON CENTER DEVICE UNLESS NOTED OTHERWISE. COMBINED NEUTRALS ARE NOT PERMITTED. Q MAGNETIC STARTER SWITCH F FIRE ALARM HORN AND STROBE COMBINATION O.F.C.I. - OWNER FURNISHED CONTRACTOR INSTALLED (l7 Z HOA HAND/OFF/AUTO Qd FIRE ALARM HORN AND STROBE COMBINATION, WEATHERPROOF P - POLE EXISTING DEVICES TO REMAIN: I"- CL. LL SS START/STOP WP PNL - PANELBCARD 16) UNLESS OTHERWISE NOTED: L FS FIRE ALARM SPEAKER PVC - POLYVINYL CHLORIDE a. ON DEMOLITION AND NEW WORK PLANS - DEVICES AND EQUIPMENT SHOWN IN LIGHT LINETYPE ARE %*.® M MANUAL STARTER EXISTING TO REMAIN. O Z Z FS FIRE ALARM SPEAKER AND STROBE COMBINATION RM - ROOM b. ON DEMOLITION PLANS - DEVICES AND EQUIPMENT SHOWN IN DARK LINETYPE ARE EXISTING TO BEC) 'tel! �Q VSD COMBINATION VARIABLE SPEED DRIVE AND DISCONNECT RGS - RIGID GALVANIZED STEEL REMOVED I'_ 0 - SPEC - SPECIFICATION FIRE ALARM STROBE c. ON NEW WORK PLANS DEVICES AND EQUIPMENT SHOWN IN DARK LINETYPE ARE NEW. w U 0 VARIABLE SPEED ERNE vsD SMOKE DETECTOR SS - STAINLESS STEEL U u - MOTOR UnQ MOTOR WITH DESIGNATOR H TVSS - TRANSIENT VOLTAGE SURGE W N HEAT DETECTOR SUPPRESSION< < TC TIME CLOCK TYP - TYPICAL Q M WATER HEATER I�L.� Lu m DD DUCT DETECTOR CL W wH LION - UNLESS OTHERWISE NOTED RTs REMOTE TEST STATION FOR DUCT DETECTOR � BRANCH CIRCUIT HOME RUN WITH PANEL NAME AND CIRCUIT NUMBER, V - VOLTS f '1 HVP1 6 QUANTCIY OF ARROWHEADS DENOTES QUANTITY OF BRANCH CIRCUITS FSR FIRE ALARM SHUT DOWN RELAY W - WIRE W Z WP WEATHERPROOF Z BRANCH CIRCUIT WIRING, PROVIDE QUANTITIES OF CONDUCTORS D� FIRE DOOR HOLD OPEN O REQUIRED FOR CIRCUITING AND SWITCHING INDICATED Fel AREA OF RESCUE CALL STATION POWER LEG ONLY (NO SWITCH LEG BETWEEN ROOMS) O ADA AREA OF RESCUE MASTER TELEPHONE STATION ❑-� MUSHROOM HEAD PUSH BUTTON u (EMERGENCY STOP) ❑R RELAY TELECOMMUNICATIONS DRAWN BY: MJR/KCM ll GROUND ROD CHECKED BY: AJB/BLS FT] TRANSFORMER IT DATA/COMM OUTLET APPROVED BY: AJB/BLS FTI K TYPE "K' TRANSFORMER ® TELVISION OUTLET ARCHITECT'S PROJECT No.: ELECTRIC UNIT HEATER SP SPEAKER UH (FURNISHED UNDER DIV 15 UNLESS NOTED OTHERWISE) SHEET TITLE: SYMBOL LEGEND ELECTRICAL SHEET NUMBER NOTE SYMBOLS SHOWN ON THIS ELECTRICAL LEGEND ARE FOR E0,1 REFERENCE PURPOSES ONLY. ALL OF THESE SYMBOLS MAY NOT BE USED FOR THIS PROJECT. PANEL P LOCATION: MAINTENANCE ROOM VOLTAGE 208Y/120V 10 3W U MIN. AIC RATING: 22K AIC NOTES: TYPE: SQUARE -D MAINS 60A ❑MLO ®MCB BOA MCB MOUNTING: SURFACE PROVIDE ROUND RO%ADE TYPED ITNEUTRALCBUSY FED FROM: UTILITY SERVICE LUGS: ❑ SUB -FEED ❑ FEED-THRU ENCLOSURE: NEMA 1 12 F �c CIRCUIT DESCRIPTION Nk, BRANCH CIRCUIT BKR LOAD PHASE LOAD BKR BRANCH CIRCUIT o CIRCUIT DESCRIPTION z 0 NEUT GND COND KVA 0 KVA 0 NEUT GND COND Z 1 RECEPTACLE - MAINTENANCE 12 12 12 1/2" 20/1 0.18 A 0.32 20/1 12 12 12 1/2' LIGHTING - RESTROOMS 3 ELECTRIC WATER COOLER 12 12 12 1/2- 20/1 0.50 B 0.17 20/1 12 12 12 1/2' LIGHTING - EXTERIOR 5 DOOR CONTACTS 12 12 12 1/2" 20/1 0.50 C 2.25 30/2 10 10 10 3/4- EWH-1 7 IRRIGATION CONTROLLER 12 12 12 1/2" 20/1 0.50 A 2.25 - 10 - - - - 9 EF -1 12 12 12 1/2. 20/1 0.50 8 - - - - - - SPACE ONLY 11 SPACE ONLY - - - - - - C - - - - - - SPACE ONLY i EQUIPMENT SERVED CONN. LOAD LF. D.F. DEMAND LOAD LIGHTING 0.49 KVA 125% 0.61 KVA RECEPTACLES k EQUIPMENT 6.18 KVA 1009' 6.18 KVA NOTES: TOTAL DEMAND LOAD: 6.79 KVA TOTAL DEMAND AMPS: 32.64 AMPS LIGHTING FIXTURE SCHEDULE MARK I DESCRIPTION I MANUFACTURER j MODEL A 6ff LED RECESSED DOWNLIGHT TRIM, WET LOCATION LISTED, LIGHTOLIER CP6RB1O83OW INSTALL IN STANDARD DOWNLIGHT HOUSING EM EMERGENCY LIGHTING FIXTURE, CEILING MOUNTED, LED, BEGHELLI TA—LED—SE—UW INTEGRAL BATTERY BACKUP 1fm 1 A A li t r=r— �( A TOILET O \ TIMECLOCKSMECH iX.PANEL P O H TC1 TC2 E ll ( ® V\0 2 FLOOR PLAN - LIGHTING Scale: 1/4' = 1'-0" LAMP 3#4 AWG CU IN 1.25OC— VOLTS I QTY I WATTS MODEL U UTILITY R PANEL 'P' 2 O4 ,20,206 10-3W BOA MCB s HBorro 8 10 12 LAMP FIXTURE VOLTS I QTY I WATTS MODEL WATTS 120 1 14 LED 14 120 1 17 LED 17 0 D 1B TO EXISTING UTILITY POLE lIn MOUNTED TRANSFORMER J 3#4 AWG CU IN 1.25"C GROUND LEVEL #8 CUU •► -- G 5/8'x20' CU CLAD GROUND ROD 3 ELECTRICAL RISER DIAGRAM Scale: NTS 11mi 1101 Mm tnl /S Mo PANEL 'P' P-1 GFI� x Oj� P-9 x 0 <�EF-1ON ROOF) x � ><r P-6:-1 TOILET _I x x 1,P�-TOILET .7 � ✓� TOORRIGATION x F11 CONTROL x >< x x O Ell Q1 I x x TOILET > TOILET 4 x L- x P-5 a _o_ a FLOOR PLAN - POWER AND SYSTEMS Scale: 1/4" = 1'-0" DRAWING ISSUE PERMIT DATE: 8 JUNE 2016 REVISED: SEAL JLC 16.0140.00 `tet ���•.......,. �� �,v 06 m * ' STAT FSSIONA� uddeth . :69060 CONSULTANT �X Joseph, Lawrence & Co Consulting Engineers 1180 HARWOOD AVE., SUITE 3000 ALTAMONTE SPRINGS, FLORIDA 32714 TEL 321.972.4466 WWW.JLCING.COM David P. Ding, Jr ARCHITECT 7500 SW 61ST AVE SUITE 400 OCALA, FL 34476 352.873.3737 (PH) REGISTRATIONS: 352.873.0737 (FAX) GENERAL NOTES: STATE OF FLORIDA AR 12.999 STATE OF GEORGIA 50" [LaiPROJECT A DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. Q B. ALL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE, NATIONAL, STATE N AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. LL,J Iry C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE ALL CIRCUITS NOT Lf ) n SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. Q 0 ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. �- L.L LLJ E. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS AND J 7 ft�. ORIENTATIONS. z Z F. REFER TO ARCHITECTURAL ELEVATIONS AND SECTIONS FOR ADDITIONAL LIGHTING FIXTURE■ O Q MOUNTING DETAILS AND INFORMATION. ~ ry w L./ LL 0 G. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE CONNECTED 'HOT" TO � 1 Z THE INDICATED LOCAL LIGHTING CIRCUIT. W (� < H. VERIFY ALL MOUNTING HEIGHTS AND PENDANT LENGTHS WITH ARCHITECT AND ENGINEER � I-'� Q - PRIOR TO ORDERING FIXTURES. :DQ m Lu I. EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE W EVENT OF FAILURE OF NORMAL LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 V FOOTCANDLE (10 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) LL.J - MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL ILLUMINATION LEVELS SHALL Z Z LL. BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING 0 TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED. O U DRAWN BY: MJR/KCM REFERENCE NOTES: O CHECKED BY: AJB/BLS APPROVED BY: AJB/BLS F[ft- O PROVIDE CEILING MOUNTED OCCUPANCY SENSOR (WATTSTOPPER W -500A OR EQUAL) ARCHITECT'S PROJECT No.: FOR AUTOMATIC CONTROL OF LIGHTING. O WIRE THROUGH TIMECLOCK (TC1) FOR AUTOMATIC CONTROL OF EXTERIOR LIGHTING. SHEET TITLE: FIELD COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN. O3 PROVIDE WALL MOUNTED DUAL -TECHNOLOGY VACANCY SENSOR (WATTSTOPPER FLOOR PLANS DSW-100 OR EQUAL). ELECTRICAL Q PROVIDE ELECTRONIC DOOR LOCK CONTROLLED BY TIME CLOCK (TC2). FIELD COORDINATE EXACT CONNECTION REQUIREMENTS WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. O5 EXHAUST FAN CONTROLLED BY TIME CLOCK (TC2) SO IT IS ON WHEN DOORS ARE SHEET NUMBER UNLOCKED. E2.1