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WOOD CONSTRUCTION, CONNECTIONS AND NAILING REQUIREMENTS SHALL CONFORM TO
<br />THE 2020 FLORIDA BUILDING CODE. REFERENCE FASTENING SCHEDULE TABLE.
<br />ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM
<br />MOISTURE CONTENT.
<br />ALL LOAD BEARING WALL FRAMING SHALL BE NO.2 GRADE SOUTHERN PINE or SPF or P.T.
<br />ALL JOIST AND RAFTER FRAMING SHALL BE NO.2 GRADE, SOUTHERN PINE OR HEM -FIR.
<br />ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE
<br />SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS
<br />ASSOCIATION SPECIFICATIONS.
<br />BOLT HEADS SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16"
<br />LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT
<br />BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS.
<br />PREFABRICATED "MICRO -LAM" LUMBER HEADERS AND BEAMS SHALL AS MANUFACTURED
<br />BY "TRUSS JOIST MacMILLIAN CORP." BOISE, IDAHO OR APPROVED EQUAL.
<br />DO NOT CUT OR NOTCH MICRO -LAM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL.
<br />8. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AN
<br />OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG TIE COMPANY",
<br />OR EQUAL. INSTALL ALL ACCESSORIES AS PER THE MANUFACTURES REQUIREMENTS. ALL
<br />STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND
<br />BE GALVANIZED (COATING G60).
<br />ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN
<br />PLYWOOD ASSOCIATION (APA) SPECIFICATIONS.
<br />ALL ROOF PANEL SHEATHING SHALL BE 15/32" (1/2" NOM.) EXPOSURE-1 APA RATED
<br />SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLI
<br />OR BLOCKING BETWEEN FRAMING. SEE NAILING SCHEDULE. NOTE 4" O.C. NAILING
<br />PATTERN WITHIN 48" OF ALL ROOF EDGES, RIDGES AND HIPS. OVER 1/2" NOMINAL
<br />PLYWOOD, USE 10d NAILS.
<br />INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL
<br />ACROSS SUPPORTS AND WITH THE PANEL CONTINUOUS OVER TWO OR MORE
<br />SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND
<br />EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER.
<br />ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF
<br />STAPLES ARE PROHIBITED.
<br />GARAGE/ DWELLING PENETRATION PER FBC-R 2020 7TH EDITION (302):
<br />MIN. 20 MINUTE RATED SOLID CORE DOOR BETWEEN GARAGE AND RESIDENCE.
<br />DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
<br />MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MIN. RIGID NONMETALLIC
<br />CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL
<br />HAVE NO OPENINGS INTO THE GARAGE
<br />DWELLING/GARAGE SEPARATION PER TABLE R302.6.
<br />SEE PLAN SPECIFIC UL LISTING IF NEEDED
<br />CONNECTION
<br />FASTENER
<br />BAND JOIST TO SILL OR TOP PLATE, TOE NAIL
<br />12d
<br />JOIST TO BAND JOIST, FACE NAIL
<br />16d
<br />JOIST TO SILL OR GIRDER, TOE NAIL
<br />12d COMMON
<br />BRIDGING TO JOIST, TOE NAIL EACH END
<br />12d COMMON
<br />LEDGER STRIP
<br />16d COMMON
<br />SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
<br />16d COMMON
<br />TOP OR SOLE PLATE TO STUD, END NAIL
<br />16d COMMON
<br />STUD TO SOLE PLATE, TOE NAIL
<br />8d COMMON
<br />DOUBLED STUDS, FACE NAIL
<br />10d COMMON
<br />DOUBLED TOP PLATES, FACE NAIL
<br />10d COMMON
<br />TOP PLATES, LAP & INTERSECTIONS, FACE NAIL
<br />CONTINUOUS HEADER, TWO PIECES
<br />16d COMMON
<br />CLG. JOISTS TO PLATE, TOE NAIL
<br />12d COMMON
<br />CONTINUOUS HEADER TO STUD, TOE NAIL
<br />12d COMMON
<br />CLG. JOISTS, LAPS OVER PARTITIONS, FACE NAIL
<br />CLG. JOISTS TO PARALLEL RAFTERS, FACE NAIL
<br />RAFTER TO PLATE, TOE NAIL
<br />12d COMMON
<br />1" BRACE TO EACH STUD & PLATE, FACE NAIL
<br />8d COMMON
<br />1 X 8 OR LESS SHTG TO EACH BEARING, FACE NAIL
<br />8d COMMON
<br />OVER 1 X 8 SHTG. TO EACH BEARING, FACE NAIL
<br />8d COMMON
<br />BUILT-UP CORNER STUDS
<br />16d COMMON
<br />BUILT-UP GIRDER & BEAMS, OF THREE MEMBERS
<br />20d COMMON
<br />STUDS TO SOLE PLATE, END NAIL
<br />16d COMMON
<br />TOP PLATE TO TRUSS OR FLOOR JOIST (PERPENDICULAR)
<br />16d COMMON
<br />TOP PLATE TO TRUSS OR FLOOR JOIST (PARALLEL)
<br />16d COMMON
<br />2" X 6" SUB FASCIA
<br />10d COMMON
<br />WOOD STRUCTURAL PANEL SUBFLOORING
<br />NUMBER OR SPACING
<br />12" O.C.
<br />3
<br />2
<br />3 0 EACH JOIST
<br />16" O.C.
<br />2
<br />4
<br />24" O.C.
<br />16" O.C.
<br />2-16d OR 3-1 Od COMMON
<br />16" O.C. ALONG EACH EDGE
<br />3
<br />4-1 Od COMMON
<br />3-16d OR 4-1 Od COMMON
<br />3
<br />2
<br />2
<br />3
<br />16" O.C.
<br />(3) ROWS, 12" O.C. STAGGERED
<br />2 EACH END
<br />2 EACH STUD
<br />2 EACH STUD
<br />(3) PER TRUSS TAIL
<br />2020 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 F*SH 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 INSTRUECTIONS. WHERE FLASHING INSTRUCTIONS ORDETAILSARE NOT G
<br />PROVIDEDHING SHALLI BE SHALL
<br />ORNSLOPED IN SUCH AI MAONNER EXTERIOR
<br />IOTO DIRECOTJ WATDER DOOR
<br />RTHHEESURFACE
<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 />2020 FBC RESIDENTIAL SECTION R704 SOFFITS
<br />R704.1 WIND RESISTANCE OF SOFFITS
<br />SOFFITSANDANDHR301A2(3)CFOR WALLS USING AN EFEECTIIVE RESISTING WIND
<br />IOE 0 SQUARECFEIED IN TABLES
<br />R704.2 SOFFIT INSTALLATION
<br />SOFFIT INSTALLATION SHALL COMPLY WITH SECTIONS 704.2.1, R704.2.2, R704.2.3 AND R704.2.4
<br />R704.2.1 VINYL SOFFIT PANELS
<br />VINYL SOFFIT PANELS SHALL BE INSTALLED USING FASTENERS SPECIFIED BY THE MANUFACTUR AND
<br />SHALL BE FASTENED AT BOTH ENDS TO A SUPPORTING COMPONENT SUAS AS A NAILING STRIP, FASCIA,
<br />OR SUBFASCIA COMPONENT IN ACCORDANCE WITH FIGURE R704,2,1. WHERE THE UNSUPPOTED SPAN OF
<br />SOFFIT PANELS ISGREATER THAN 12 INCHES, INTERMEDIATE NAILING STRIPS SHALL BE PROVIDED IN
<br />ACCORDANCE WITH FIGURER704.2.2 UNLESS A LARGER SPAN IS PERMITTED IN ACCORDANCE WITH THE
<br />MANUFACTURERS ORIDUCT APPROVAL SPECIFICATION. VINYL SOFFIT PANELS SHALL BE INSTALLED IN
<br />IN ACCORDANCE WITH THE MANUFACTURERS PRODUCTAPPROVAL SPECIFICATIONS AND LIMITATIONS OF USE.
<br />FASCIA COVERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL
<br />SPECIFICATION AND LIMITATIONS OF USE.
<br />R704.2.2 FIBER -CEMENT SOFFIT PANELS
<br />FIBER -CEMENT SOFFIT PANELS SHALL BE A MINIMUM OF 1 /4" INCH THICK AND SHALL COMPLY WITH THE
<br />REQUIREMENTS OF ASTM C1186. TYPE 1. MINIMUM GRADE III OR ISO 8336, CATEGORY A, MINIMUM CLASS 2.
<br />PANEL JOINTS SHALL OCCUR OVER FRAMING OR OVER WOOD STRUCTURAL PANEL SHEATHING. SOFFIT
<br />PANELS SHALL BE INSTALLED WITH SPANS AND FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS
<br />PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE.
<br />R704.2.3 HARDBOARD SOFFIT PANELS
<br />WHERE THE DESIGN WIND PRESSURE IS 30 psf OR LESS, SOFFIT PANELS SHALL BE A MINIMUM OF
<br />7.16 INCH IN THICKNESS AND SHALL BE FASTENED TO FRAMING OR NAILING STRIPS WITH 2-1/2"XO.113"
<br />SIDING NAILS SPACED NOT MORE THAN 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER
<br />AT INTERMEDIATE SUPPORTS. WHERE THE DESIGN WIND PRESSURE IS GREATER THAN 30 psf, HARDBOARD
<br />SOFFIT PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL
<br />SPECIFICATION AND LIMITATIONS OF USE.
<br />R704.2.4 WOOD STRUCTURAL PANEL SOFFIT PRESCRIPTIVE ALTERNATIVE
<br />WOOD STRUCTURAL PANEL SOFFIT PANELS ARE PERMITTED TO BE INSTALLED IN ACCORDANCE WITH
<br />TABLE 704.2.4
<br />15W, 1/2", 7/16"
<br />8d COMMON
<br />6"
<br />O.C. EDGES & 12" O.C. INTERMEDIATE
<br />19/320, 3/4"
<br />8d COMMON
<br />6"
<br />O.C. EDGES & 12" O.C. INTERMEDIATE
<br />1", 1 1/8"
<br />10d COMMON
<br />6"
<br />O.C. EDGES & 12" O.C. INTERMEDIATE
<br />WOOD STRUCTURAL PANEL ROOF & WALL SHTG.
<br />8d COMMON WALLS
<br />1/2" OR LESS
<br />8d RINSHANK ROOF
<br />4"
<br />O.C. EDGES & 6" O.C. INTERMEDIATE
<br />19W - 314"
<br />10d COMMON WALLS
<br />1Od RINSHANK ROOF
<br />4"
<br />O.C. EDGES & 6" O.C. INTERMEDIATE
<br />HARDBOARD LAP SIDING OVER SHEATHING
<br />8d CORROSION RESISTANT
<br />6"
<br />O.C. AT EDGES & 12" O.C.
<br />OR PER PRODUCT APPROVALS
<br />W/MIN. SHANK DIAMETER OF
<br />0.092" AT INTERMEDIATE
<br />AND MIN. HD. DIAMETER OF 0.225"
<br />STRUCTURAL LUMBER :
<br />INTERIOR LOAD BEARING WALLS SPF #2
<br />ALL EXTERIOR FRAMING SPF #2
<br />ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
<br />ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
<br />SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
<br />IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
<br />DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
<br />SPECI ICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />ANSI 1 1-2007, BCSI
<br />UNTLLEAgTEED RWOVODDE�SH,gA�LL NOT BE IN DIRECT CONTACT WITH ECON�C�RpETPE..gSEEAST PLATES
<br />ALL EXTERIOROFRAME WAgESR4HALL0CAT1I SS OTFINISH W07y8"N STUCCO FThPSH PER
<br />�� C 2 PLY LLAL�ES WL BEp S�UCC
<br />2 LAYERS9 36/8''PTH VEACH. R3RD /LAYET&L1 PjCfHNIRS 7/8" OVER METAL LATH. FIRST
<br />INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
<br />PER FLORIDA CODE R703.7
<br />FASTENERS AND TIE DOWNS
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES CHANNELS • ASTM A36/36M 05 Fy = 36 Ksi
<br />ROUND METAL P0E : ASTM A53, GRADE B F = 35 Ksi
<br />SQUARE METAL TUBING ASTM A500, GRADVB Fy = 46Ksi
<br />HIGH STRENGTH BOLTS ASTM A325
<br />MACHINE BOLTS : GALVANIZED ASTM A307
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90
<br />GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
<br />NAILS SHALL CONSIST QF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : 8d = 0.131' 10d = 0.148", 12d = 0.148", 16d = 0.162".
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS. „
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
<br />NOTE:
<br />GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
<br />FASTENING SHOULD BE TYPE "W" 1 1,4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1
<br />DRYWALL
<br />SCREWS
<br />p AT 1S2C"REO.C..�FOR SWALLS. ALL ENDS AND CERDEGESS O,gFC NWAGLLgBAEONR�DSSHALL
<br />EDGES ItJ �/�I ALEAPPLICATION)0 SHUALPONTES6,�'M MOAT MIFIWSUPPOIRT. MINIMUM SCREW /
<br />NAIL DISTANCE FROM EDGE SHALL BE '3" THIS SHALL APPLY TO BOTH CEILING AND WALL
<br />INSTALLATION. DRYWALL SHIMS SHALL BE-USEDONLY WHERE NECESSARY. OPENINGS
<br />CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
<br />ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
<br />OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
<br />NOTE:
<br />ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
<br />AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
<br />,0........
<br />.?�
<br />STANDARD
<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 />77
<br />0o
<br />5" EXPOSURE
<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 & FLASHING INSTALLATION SPECS -
<br />FLASHING TAPE
<br />POLYSTYRENE
<br />MITER COVER
<br />FLASHING TAPE
<br />NOTE:
<br />AN ADDITIONAL ROW OF TAPE IS WINDOW FLANGE
<br />NEEDED IF THE TAPE IS TOO
<br />NARROW TO COVER ALL EXPOSED
<br />NAILS IN THE NAILING FLANGE.
<br />POLYSTYRENE
<br />MITER COVER
<br />WINDOW FLASHING NOTES:
<br />STEP #1 CAULK WINDOW OPENING EDGE PRIOR TO
<br />SETTING WINDOW.
<br />STEP #2 HOUSEWRAP TAPED TO FLANGE BOTTOM.
<br />STEP #3 CUT HOUSEWRAP DIRECTLY ABOVE NAILING
<br />FLANGE & OVERSIZE CUT 6" BOTH SIDES OF
<br />WINDOW FLANGE.
<br />STEP #4 COVER OPEN NAILING FLANGE MITER W/RED
<br />HOUSEWRAP TAPE.
<br />STEP #5 INSTALL FLASHING TAPE 2 SIDES WITH TOP OF
<br />TAPE FLASHED UNDER HOUSEWRAP.
<br />WINDOW FLASHING DETAIL
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />WINDOW FLANGE
<br />WINDOW
<br />WINDOW FLANGE
<br />FLASHING TAPE
<br />hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W. Smith, P.E. #53608
<br />
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