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HomeMy WebLinkAboutGARAGE DOOR PLANSI u 0 PLAN SCALE: 1/4'=1' GENERAL NOTES: 1. WEATHERING AREA IS NEGLIGIBLE 2. TERMITE AREA IS VERY HEAVY 3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 5. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44' FROM FINISH FLOOR. 6. ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 7. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 NTH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 8. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 9. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 10. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 11. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY MSIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 12. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING, 13. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. 14. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. 15. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 16. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. 17. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. 18. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. 19. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S 0 A MAXIMUM OF 8' O.C. 20. ROOF SHEATHING SHALL BE r COX AND HAVE A SPAN RATING OF 16/24 AND NAILED 'NTH 8D RING OR SCREW TYPE NAILS (2 X' X .131") AT 6" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD U.N.O. 21. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER AN EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 22. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 23. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. 24. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16" O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A 0 THE BOTTOM PLATE. 25. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. 26. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. 27. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTC FIELD. C&C Vasd Wall Wind PressDres 160 C Risk Cat.11 H<20 Ft Zone 4 Interior Zone 5 Exterior A) 10 SF = +35.7 / -38.7 E) 10 SF = +35.7 / 47.7 B) 20 SF = +34.1 / -36.1 F) 20 5F = +34.1 / 43.9 C) 50 SF = +31.9 / -34.8 G) 50 SF - +31.9 / -40.0 D)IOOSF= +30.3 / -32.3 H)IOOSF= +30.3 / -36.1 E)500 SF = +26.6 / -28.4 1)500 SF = +26.6 / -28.4 Garage Door (Min. 2'-0" from comer) J 9x7 +31.3 / -35.5 K)16'x7 +30.1 / -33.5 CONCRETE NOTES 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 'SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS' AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE, CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH, 2, THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS, CAST AGAINST EARTH, 3', EXPOSED TO EXTERIOR ELEMENTS, 1', FORMED SURFACES, 1' 3. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP, PROVIDE CORNER BARS 4. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 5. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10' ACI HOOKS. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE RESIDENTIAL 2017, STH ED. 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS <20' 5. ROOF PITCH 5/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 4.8' 8. WIND SPEED: (Vult) 160 MPH 3-SECOND GUST (Vasd) 124 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: C 10. COMPONENT & CLADDING WIND PRESSURE ON WALL: SEE TABLE SCALE. 1/4'=1' BUCK FRAMING C❑NNECTI❑NS 1/2' --BOLTS OR, HILTI KBII 12-512 KWIKBOLTS, ❑N U.S. ANCHOR W1254, BLOCK RAWL-STUD 7424 W/2' DIA, X 1/8' WASHERS FF,-/ 20X6" P.T. ❑ROUGH ❑P'ENING 2 BOLTS SHALL BE EVENLY SPACE -T BETWEEN TOP & B❑TT❑ BOLTS AS SHOWN W/ 2"DIA. X 1/8" WASHER' -7 1 1/2" FROM EDGE a I/ / ,YA d d. 4 O '44. GARAGE BUCK DETAIL_ SCALE, 1/2' = 1'-O' RELDCA NEW 18' WIDE GARAGE DOOR) TO BE INSTALLED PROPOSED GARAGE E-L EVA TION SCALE: 1/4'=l' lgzb2 - o3a`? ST LUCIE COUNTY BUILDING DIVISION AMREWED FOR COMPLUi 8-d MUST BE KEPT ON J04 OR NO INSPECTION WILL BE ri¢q[. EX. SINGLE GA DOOR TO REMAIN THEDE PLANS AND ALL PROPOS,p WOR AR2 SUBJECT 1,0 ANY CCF RECiICNS Rc UIRED BY FIE-LD IIISF'ECTO,"-S T14AT M;AY BE NECESSAIRY IN ORDeM TO C ""''LY 69ITH ALL A,`PLICABLE CODE;. CONCEALED FASTENERS OR A7ACHMENTS ARE THE RESPONSIBILPfY OF THE CONTRACTOR OF RECORD FILE- COP REV, 2 CHANNEL DESIGNATION - 2-27-19 NEW 2x25 C-CHANNEL W/ EDC1 i' WGE ANCHORS @ 12' O.C. ENSURE JAMBS AND HEAVER POURED SHOWN AND BOT, STAGGERED AS ENTj SOLID W/ 3,000 PSI CONCRETE TYP. SHOWN W/ MIN, 6" EMBEDMNEE INSTALL 2X BLOCKING AS NEEDED FOR GARAGE DOOR OPENER TYP. C-CHANNEL TO EXT. MIN. { REMOVE EX, CMU 12' PAST JAMB AS SHO BETWEEN EX. GAR, DOOR TYP,) ALL HOLES FOR, X BOLTS TO BE MIN. 2"IFIRCM FLANGE TYP,) 4 BOLTS I JAMBS EA. END AS SHOW REMOVE EX, GAR, DOORS AND REPLACE W/ 18' WIDE GAR, DOOR) FL. PROD, APP, 161071 (+38PSF/-42PSF) INSTALLED PER MANE, SPECIFICATIONS EX, CMU WALLS TO REMAIN TYP. ELEVATION VIEW REV. 1 CHANGED PRODUCT APPROVAL - 2-10-19 SCALE NTS TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE HAS BEEN DESIGNED IN .ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION.. - oso� MAR 0 7 M© ST. Lucie Gou°ham **L Scott F. Sanders, P.E. FL P.E. No. 64781 av LEI H A Z O 0 LJ H Z O = 00 Cl) V M W LLILL = O LL 0 O D J Q m J Lu O O NN 1V c a d" Q Z J p a � H Z Q Q p W J J LL w SCANNED BY St. Lucie DATE, 12/25/18 SCALE, Ya'=1' JOB NO,, NA DRAWN BY, SRS CHECKED BY SR' SHEET NO, S-1