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2017 FBC RESIDENTIAL SECTION R703.4 FLASHING <br />APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY <br />OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. <br />SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION <br />PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA <br />800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM <br />C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED <br />MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT <br />THE FOLLOWING LOCATIONS. <br />1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION <br />703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA <br />712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR <br />MORE OF THE FOLLOWING. <br />1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS <br />NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE <br />FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT <br />PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS <br />PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE <br />OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE <br />OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES <br />MORE OF THE FOLLOWING. <br />1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL <br />1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS <br />1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 <br />OR FMA AAMA/WDMA 400 <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH <br />PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS <br />3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM <br />5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION <br />6. AT WALL AND ROOF INTERSECTIONS <br />7. AT BUILT-IN GUTTERS <br />ATTACH WINDOW & DOOR FRAMES TO BLOCK WALL <br />WITH TAPCON SCREWS SPACED AT WINDOW/DOOR <br />MANUFACTURER'S SPEC'S (TAPCONS MUST PENETRATE <br />THROUGH BUCKSTRIPS & INTO BLOCK 1 1/4" MINIMUM) <br />P.T. BUCKS <br />ACHED TO <br />H0.097"X1 <br />ULS SPACE <br />).C. MAXIMI <br />IONRY BLOT <br />NOTE: WINDOWS & DOORS MUST BE INSTALLED SUCH <br />THAT THE MAXIMUM GAP BETWEEN THE FRAME <br />AND BUCKSTRIP IS 1/4"; IF THICKER BUCKSTRIP <br />MATERIAL IS NEEDED RIP IT FROM 1 11T MATERIAL <br />& ATTACH TO BLOCK WITH 3116" TAPCONS AT 8" O.C. <br />(TAPCON MUST PENETRATE BLOCK 1 1/4" MINIMUM) <br />WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL <br />NOT TO SCALE NOT TO SCALE <br />MASONRY INSTALLATION - WINDOWS <br />y BUCKSTRIPS SHOULD BE PLACED AND SET IN A BEAD OF SEALANT. SEAL THE EXTERIOR JOINT BETWEEN THE MASONRY AND THE <br />BUCKSTRIP. ALL GAPS ARE TO BE SEALED. BUCKSTRIPS WILL RUN THE ENTIRE LENGTH OF THE WINDOW OPENING. IF THE SILL IS <br />PRE -CAST, A BUCKSTRIP IS NOT REQUIRED. BUCKSTRIPS ARE TO BE MADE OF PRESSURE TREATED SPRUCE, YELLOW PINE, OR <br />COMPARABLE LUMBER. UNDER FLORIDA BUILDING CODE, A BEVEL OR TAPER LOCATED ON THE BUCK IS PERMITTED IF THE WINDOW <br />FRAME IS COMPLETELY SUPPORTED AT BOTH THE INTERIOR AND EXTERIOR BY THE BUCKSTRIP. <br />3/4" THICK WOOD BUCKSTRIPS <br />FASTENERS FOR INSTALLATION WILL BE MASONRY SCREWS (MINIMUM 3/16" X 2 3/4"), INSTALLED THROUGH THE BUCKSTRIP AND <br />WINDOW INTO THE MASONRY. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (MINIMUM 1 1/4") IS <br />MAINTAINED IN THE MASONRY. FASTENERS WILL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. <br />THEREAFTER IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD MEASURE <br />NO LESS THAN 3/4" X 2 1 /8". <br />1 1/2" THICK (OR GREATER) WOOD BUCKSTRIPS (NOT SHOWN) <br />WINDOW FASTENERS FOR INSTALLATION SHOULD BE A MINIMUM #10 X 1 1/2" WOOD SCREWS, INSTALLED INTO THE BUCKSTRIP <br />THROUGH THE WINDOW. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (OF MINIMUM 1 1/4") IS <br />MAINTAINED IN THE BUCKSTRIP. FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" <br />O.C. IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD BE NO LESS THAN <br />1 1/2" X 2 1 /8". TO MAINTAIN A 1 1 /4" EMBEDMENT, BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM 3/16" X 2 3/4" <br />MASONRY SCREWS AND BE 18" O.C. THEREAFTER. <br />FRAME INSTALLATION - WINDOWS <br />INSTALLATION FASTENERS FOR WINDOWS ARE TO BE A 1 1/2" (MINIMUM), 4D NAILS OR #6 X 1 1/2" DRYWALL SCREW, WITH AN <br />EMBEDMENT OF 1 1/2" (MINIMUM). FASTENERS SHOULD BE LOCATED AT A MAXIMUM OF 4" FROM EACH CORNER AND 18" O.C. <br />THEREAFTER FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED FOR ALL SCREWS AND/OR NAILS TO BE SEALED, <br />PREVENTING INTRODUCTION OF WATER AND AIR. PRODUCT MAY BE SHIMMED AS NECESSARY. <br />#5 VERT. HALL REINF. <br />FILL GELL5 SOLID <br />a <br />2x6 P.T. #2 SYP JAMB <br />TRAGK/BRAGKET <br />FASTEN PER MAK F. 5PEG5. <br />1/2" x 8" "L" BOLT <br />(3 PER SIDE) <br />P.T. DOOR 5TOP <br />GARAGE DOOR ATTACHMENT DETAIL <br />NOT TO SCALE <br />STANDARD <br />ASPHALT ROOF S1 <br />UNDERLAPM <br />VENT HOOD <br />FLA <br />FZL. <br />V L V f \ <br />ROOF VENTS <br />(OFF RIDGE) DETAIL <br />GIM1G a.. <br />LEAD OM FLA611" NI MMORAL <br />RAW SET N PLAOTIG ROOF CEMEW <br />VENT STACK SEE PLOVIING FOR <br />92 ALOCATOG <br />FLEXIBLE BOOT NJ*" UM <br />MEGA& RAW SET N <br />"TIC ROM GEPMT - <br />NSTAU- FLANGE OVER <br />SHINGLE AT DAM <br />66TALL SHRUM O VW RAW AT <br />;MEAD <br />SHIWL.E ROOFING OAR Fig FELT <br />OVER Wr' Go OR so CDx <br />PLYYbOP <br />I. INSTALL N 5TL41CT A412 IUTH <br />MANFACTI.111111111ER6 W MEN NSTALJCT" <br />Z. APPLY ROOM CMT OR <br />6W-AMR06 RAC DYER FIL*GE AT <br />NW GN.Y <br />ROOF PENETRATION <br />FLASHING DETAIL <br />VALLEY FLAS <br />ROOF 1 <br />CUT TOP CORNER OF UNDERLAYMENT TO <br />INSURE PROPER DIVERSION OF WATER IN <br />THE METAL VALLEY <br />dlI47��P►I�7N:��:Y1r!1� <br />VALLEY FLASHING (EXTEND ENTIF <br />WIDTH OF VALLEY METAL BEYONI <br />ROOF EDGE <br />HIP & RIDGE CUT <br />FROM METRIC <br />THREE TAB SHINGLES <br />PREVAILING 5 <br />WIND DIRECTION <br />STANDARD <br />MANSARD OR <br />NORMAL WIND AREAS HIGH WIND AREAS <br />O O <br />5" EXPOSURE <br />UNDERLAPMENT TO LAP OVER <br />VALLEY METAL A MINIMUM OF 2" <br />VALLEY UNDERLA EVENT (�c° <br />FLASHING DETAIL <br />SHINGLE NAILING NOTES: <br />ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO <br />THE WOOD ROOF DECK. <br />NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS <br />WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN <br />IN "HIGH WIND AREAS") <br />ROOF -TO -WALL FLASHING NOTES: <br />4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, <br />RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE <br />GALVANIZED METAL WITH SHINGLES OVER THE TOP. <br />MATERIAL SPECIFICATIONS: <br />UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I <br />OR ASTM 4869, TYPE I. <br />ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH <br />FBC R905.2.8 <br />ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR <br />ASTM D3462. <br />VALLEY LINER <br />UNDERLAYMEN <br />2" <br />-6" MIN. <br />-EXTRA_NAIL <br />ASPHALT PLASTIC <br />CEMENT <br />CLIP <br />CORNER <br />ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S <br />NOT TO SCALE <br />"N -T 0 <br />NA I L I NG. SGHEDUL_E <br />ALL NAIL5 ARE d GOMMON NUMBER AND 5PAGIN6 <br />LEDGER STRIP <br />I661 <br />3 @ EA. J015T <br />50LE PL. TO J015T OR BLK'6-FACE NAIL <br />I6d <br />161, D.G. <br />TOP OR 50LE PL. TO 5TUD-END NAIL <br />I6d <br />2 <br />STUD TO 50LE PL.-TOE NAIL <br />8d/Ibd <br />312 <br />DBL. 5TUD5-FADE NAIL <br />IOd <br />24" O.G. <br />DBL. TOP PLATES -FACE NAIL <br />IOd <br />161, O.G. <br />GONTINUOU5 HD'R TWO PLAGE5 <br />I6d <br />16" O.G. ALONG EA. EDGE <br />GONTINUOU5 HD'R TO 5TUD-TOE NAIL <br />8d <br />3 <br />IXS 5HEATHIN6 OR LE55 TO EA. BRN'6-FACE NAIL <br />8d <br />2 <br />OVER IXb 5HEATHIN6 TO EA. BRN'G-FACE NAIL <br />8d <br />2 <br />BUILT UP GORNER 5TUD5 <br />IOd <br />24" O.G. <br />BUILT UP 6IRDER5 AND BM'S UP TO TRU55 MEMBERS <br />IOd <br />32" O.G. @ TOP AND BOTT. AND 5TA66ERED <br />2 ENDS @ EA. 5PLIGE <br />112" 6YP5UM 5HEATHIN6 <br />II 6A. 1-1/2" 67ALV.1/I6" HEAD. <br />4" ON EDC7E 8" IN FIELD <br />5/8" 6YP5UM SHEATHING <br />II 6A. 1-3/4" GALV. 7/I6" HEAD. <br />4" ON EDGE 8" IN FIELD <br />112" 6YP5UM WALLBOARD <br />1-3/S" DRYWALL NAIL 7/I6" HEAD. <br />T ON GEILIN6 8" ON HALL5 <br />50' GYPSUM WALLBOARD <br />I-1/2" DRYWALL NAIL 1/I6" HEAD. <br />T ON GEILIN6 S" ON HALL5 <br />HARD BD.. LAP 5IDIN6-DIRECT TO STUD <br />Sd GORRO51ON RE515TANT W/ MIN. <br />SHANK PIA. OF .Oqq" AND A MIN. <br />HD. DIA. OF .24" <br />Ib" O.G. @ TOP AND BOTTOM ED6E5 <br />HARD BD.. LAP SIDING OVER 5HEATHIN6 <br />IOd GORROSION RE515TANT H/ MIN. <br />5HANK DIA. OF .OqT AND A MIN. <br />HD. DIA. OF .24" <br />Ib" O.G. @ TOP AND BOTTOM EDGE5 <br />HARD BD.. PANEL SIDING PIREGT TO 5TUD5 <br />5d GORRO51ON RE515TANT W/ MIN. <br />SHANK DIA. OF .Oq2" AND A MIN. <br />HD. DIA. OF .225" <br />6" O.G. @ ED6E5 AND 12" O.G. @ <br />INTERMEDIATE 5UPPORT5 <br />HARD BD.. PANEL SIDING OVER SHEATHING <br />Sd GORRO51ON RES15TANT H/ MIN. <br />SHANK DIA. OF .Oq2" AND A MIN. <br />HD. DIA. OF .225" <br />6" O.G. @ ED6E5 AND 12" O.G. @ <br />INTERMEDIATE 5UPPORT5 <br />NAILING SCHEDULE <br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS <br />(RE: FBRC R303.4) <br />R308.3 HUMAN IMPACT LOADS. INDMDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE <br />INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR <br />CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 <br />EXCEPTIONS: <br />1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 <br />2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 <br />R308.4 HAZARDOUS LOCATIONS. <br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: <br />1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. <br />2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR <br />ASSEMBLIES. <br />3. GLAZING IN STORM DOORS. <br />4. GLAZING IN ALL UNFRAMED SWINGING DOORS. <br />5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. <br />GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE <br />GLAZING IS LESS THAN 60 INCHES (1524MM MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. <br />6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS <br />WITHIN A 244NCH(810MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES <br />(1524MM) ABOVE THE FLOOR OR WALKING SURFACE. <br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 <br />ABOVE THAT MEETS ALL OF THE FOLLOWING CONDIIIBNS: <br />7.1 EXPOSED AREA OF AN INDMDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). <br />73 BOTTOM EDGE LESS THAN 18 INCHES 457 MM ABOVE THE FLOO <br />7.3 TOP EDGE GREATER THAN 36 INCHES 914 MM) R. <br />ABOVE THE FLOOR. <br />7A ONE OR MORE WALIUNG SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. <br />8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL <br />BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. <br />9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE <br />BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 <br />MM HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL dPPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. <br />10. G, NG ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES 914 MM) HORIZONTALLYKIN OF A WALG <br />SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 80 INCHES (1524 MM) ABOVE THE PLANE OF THE <br />ADJACENT WALKING SURFACE. <br />11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES 1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN <br />ANYDDIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (IVA MM) ABOVE THE NOSE OF THE <br />EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: <br />1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. <br />2. DECORATIVE GLASS IN ITEMS 1 6 OR 7. <br />3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE <br />DOOR AND THE GLAZING. <br />4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR <br />WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN <br />THESE APPLICATIONS SHALL COMPANY WITH SECTION RMA ITEM 2. <br />5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS IIJSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 <br />INCHES t 2 INCHES (914 t MM 51 MM) _ _ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD <br />OF 50 POUNDS PER LINEAR FOOT K ) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %NCF68 (gyp W N <br />HEIGHT. <br />S. OUTBOARD PANES IN INSULATING GLASS UNITTHE GLASS IS 25 FEET S 7gAND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4 ITEM 7 WHEN <br />HORIZONTAL <br />IZo AL [WITHIN 5 DEG ([0 79 RAD) OF HORIZONTAL] SURFACE ADOR MORE ABOVE JACENT TO THE GLASS NG EXTERIOR. <br />CSR OTHER <br />7. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. <br />S. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING <br />SUPPORT. <br />9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: <br />9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR <br />IN -FILL PANELS COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND <br />9.2 THE PLANE OF fFIE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. <br />TABLE R302.6 DWELLING -GARAGE SEPARATION <br />SEPARATION <br />MATERIAL <br />FROM THE RESIDENCE AND ATTICS <br />NOT LESS THAN 1/2-INCH GYPSUM BOARD OR <br />EQUIVALENT APPLIED TO THE GARAGE SIDE <br />FROM HABITABLE ROOMS ABOVE THE GARAGE <br />BOARD OR EQUIVALENT CH TYPE X GYPSUM <br />USEDCFORESSEPERA <br />ORTEQUIVALENT 1/2-INCH GYPSUM BOARD <br />IONTREQUIREDRBYETHIIS SECTION <br />GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING <br />NOT LESS THAN 1/2-INCH GYPSUM BOARD OR <br />UNIT ON SAME LOT <br />EQUIVALENT APPLIED TO THE INTERIOR SIDE <br />OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA <br />GARAGE DOOR JAMB <br />NOT TO SCALE <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />