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HomeMy WebLinkAboutApproved PlansGENERAL DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM): WIND DESIGN LOAD INFORMATION - (PER FBRC 2014 a EDITION R301, REF. ASCE 7-10) BASIC NAND SPEED (V.) = 160 MPH (3 SECOND GUST) (V..,) = 124 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10) ENCLOSED BUILDINGS= -1-0.18 PARTIALLY ENCLOSED BUILDINGS = y-0.55 (NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p m): FOR WALL LOCATIONS: -37.0 PSF, +27.7 PSF FOR ROOF LOCATIONS: .65.1 PSF, +15.9 PSF BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3, ALL 2XS's OR DEEPER TO BE SOUTHERN PINE NO.2 GRADE LEGEND + XX.X COMPONENT DESIGN PRESSURE (p..") Xx.X ELECTRICAL NOTES: 1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE FIELD PRIOR TO COMMENCING WORK, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO OTHER TRADES. 3. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS WITHIN 6' OF A WATER SOURCE ARE GFI. 4. CONFIRM LOCATION OF FIXTURES WITH HOMEOWNERS AT THE COMPLETION OF FRAMING IF SAID HOMEOWNERS ARE AVAILABLE WITHIN A TIMELY PERIOD 5, ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2011. 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2011. 7. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. ELECTRICAL LEGEND $ SINGLE POLE SWITCH 6 OUTLET 110-115 NAILING SCHEDULE SIDL WALL. ALL SHEATHING TO BE MIN, 15/32" PLYWOOD OR 7116" O.S.B. AND SHALL BE NAILED WITH (2)ROWS C 3" O.C. AT TOP AND (i)ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE MIN. 8dz2" RING -SHANK (0.113 SHANK DIA.) GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. "NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. COGHLAN RESIDENCE 5500 SHANNON DR. FORT PIERCE, FL 34951 NOTE: ZnN BOJ c6 04 N I ALL EXISTING ELECTRICAL N di°'UJ ~O G.C. TO SHORE ALL ROOF FRAMING OUTLETS & FIXTURES NOT w BEFORE REMOVAL OF LOAD BEARING ADDRESSED TO REMAIN. a� C WALL. EXIST. Ip NING EXIST. KITCHEN ----- REi1OVE . REPLACE INTERIOR FINISNEs A6 READ. ws LIVING ROOM SHANNON DR. SIDE AP�OX BUILDING DATE . 2014 FLORIDA BUILDING CODE RESIDENTIAL (5th EDITION) . 2014 FLORIDA BUILDING CODE EXISTING (5th EDITION) • NATIONAL ELECTRICAL CODE (NEC) 2011 EDITION • 2014 FED RESIDENTIAL (5th EDITION) - ELECTRICAL • CLASSIFICATION TYPE: REPAIR I SCOPE OF WORK I VEHICULAR IMPACT DAMAGE: • REMOVE & REPLACE DAMAGED WALLS PER PLAN • REMOVE & REPLACE DAMAGED DOOR PER PLAN. LEGEND TAG SPECIFICATION ❑I HATCH INDICATES EXISTING WALLS TO REMAIN 3❑ 9070 GARAGE DOOR TO BE REMOVED & REPLACED s❑ REMOVE & REPLACE EXIST. OUTLETS NON -LOAD BRG. WALL REPAIR, -�L1I:1 DUCT APPROVAL CONNECTOR I APPROVAL# FL10456.3 EXIST. GARAGE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT :rl FAAYBENECESSARY;INARDER•TOri,, COMPLY WITH ALL APPLICABLE CODES,' 9m1m ouD b.6 LOCATOR PLAN 1/8"=V-0" •-0" 4. I'm- y31 ST. LI'CTV T'OUATk AITQ,I)TNC- DIVISION pF,VIFNN'GD FOR CN LL4I�CE REVIEWED BY DATE PLANS A.ND EA11 ST BE KEPT ON JOS OR NO INSPECTION WILL BE MADE. * .......... C ZnN BOJ c6 04 N I c N di°'UJ ~O C DUZ Zen w O< a� C W n Z UJILL Z zzw Z Q W gra H to LL VSO ASNOTED 010 20,7 .xT 1 ., 2 01 VT MIN. GAP BETLL£EN iRIlB4/ JOIST AND WALL DOI TOE-NAILB q4' EXIST. FRYER WALL 10 GBHAIN R X b X IR P.1. GPEHBXa. � CENTER 2UCK \ r _ _______ __ C.C. IOP PLT. TO TRI%ABV. EXIST. TOP PLT. Q EXIST. RO..'F SYSTEM i0 REMAIN ADD Rao E.I ONG WCI _ CO. B2.4EEN CKINO .24' TO REMAIN N � LLHEN TRIBE/ JOIST IS A EXIST HEADER EXIST CONN, TO REMAIN PARALLEL TO WALL) 2x4 TOP PUT. TO REMAIN SSP • IB' J Rk4 W/ (4) EO. SPACED I/4'k4' L42 LR'X4' LAG UDIHOR PLT 10 BNO/HpR / (4) and NAILS TO WSTA24 EA JACK S SCREWS (w/ WASHERS) b' HAX iROH TOP AND WITCH SCREW STUDTO PLT. Ito Rao •R4' OC. NEW Rk4 E%IBik15 NOII R %4 P.1. TOP &ICK TOP / MIN. 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