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PANEL (SHEATHING) ATTACHMENT SCHEDULE <br />TABLE 'A' <br />SHEAR CAPACITIES FOR COMMON SHEARWALL MATERIALS <br />NAIL SPACING SHEAR CAPACITY (plfl <br />MATERIAL <br />SHEATHING <br />NAIL <br />SIZE <br />EDGE INTERGROUP II GROUP III <br />THICKNESS <br />rod <br />6" <br />12" <br />200 <br />160 <br />n <br />" <br />3/8" <br />C-D <br />8d <br />311 411 <br />12 <br />PLYWOOD <br />8d <br />6" <br />12" <br />260 <br />210 <br />8d <br />4" <br />12" <br />380 <br />310 <br />15/32" <br />„ <br />n <br />" <br />19/32" <br />n <br />n <br />" <br />if <br />If <br />it <br />bu <br />Ilu <br />3/8" <br />PARTICLE <br />8d <br />8:: <br />12"480M <br />30 <br />8d <br />BOARD <br />310 <br />1/2 <br />„260 <br />490 <br />400 <br />10d <br />6" <br />12" <br />310 <br />250 <br />10d <br />4" <br />12" <br />460 <br />370 <br />5/8" <br />10d <br />6" <br />" 12 <br />340 <br />270 <br />10d <br />4" <br />12" <br />510 <br />410 <br />GYPSUM <br />1/2 If <br />5d <br />7" <br />" 7 <br />100 <br />80 <br />WALLBOARD <br />COOLER <br />4" <br />4" <br />125 <br />100 <br />NAILS SINGLE ROW 1 <br />NAILS DOUBLE ROW2 <br />NOTE <br />F5C Residential Chapter -1 and 8 tables The Panel (sheathing) <br />Attachment schedule and nailing schedule / <br />information shall meet the EBC 2010 Residential Chapters i and 8 tables. <br />INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE <br />MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. <br />ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON <br />ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. <br />TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. <br />TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. <br />EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. <br />INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS <br />NOTED OTHERWISE ON ANCHOR CHART. <br />SECTION 3 - INSTALLATION: <br />SCREWS AND METHOD OF ATTACHMENT: <br />SPECIMENS 1,2,3, & 4 USED THE FOLLOWING SCREW TYPES AND NUMBERS T SECURE <br />THE FRAME SYSTEM INTO THE TEST BUCK <br />THERMA-TRU <br />IN -SWING SPECIMEN NO. 1 14- #8 X 2.5 IN. FLAT HEAD PHILLIPS WOOD SCREWS. <br />(2) FROM THE LEFT SIDE OF THE TEST SPECIMEN ON THE HEAD JAMB THE SCREW ARE LOCATED AT 6. <br />(6) FROM THE TOP DOWN ON THE LEFT SIDE OF THE TEST SPECIMEN THE SCREWS ARE LOCATED AT E <br />34.0 IN., 48.0 IN., 62.0 IN. AND 76.0 IN.. <br />(6) FROM THE TOP DOWN ON THE RIGHT SIDE OF THE TEST SPECIMEN THE SCREWS ARE LOCATED AT <br />34.0 IN., 48.0 IN., 62.0 IN. AND 76.0 IN. <br />STATIC TEST WERE CONDUCTED IN ACCORDANCE WITH DCBCCD PA 202-94 <br />STATIC AIR PRESSURE <br />DESIGN LOADS +67.0 PSF, <br />4'-0" <br />ALTERNATE NAIL SPACING <br />PER TABLE W AT LEFT <br />4' x 8' SHEET OF PLYWOOD <br />SHEATHING -REFER TO OTHER <br />NOTES AT WALL SECTION OR <br />OTHER DETAIL FOR THICKNESS <br />AND GRADE <br />NAIL SPACING AT INTERMEDIATE <br />FRAMING @ 12" O.C. MAX. <br />(TYP.) <br />'ABLES 'A' & 'B' AT LEFT <br />HEAR WALL DESIGN NAIL SPACING <br />TABLE 'B' <br />NAIL SPACING REQUIRED FOR SHEARWALL DESIGN -SEE TABLE'A' <br />6d@6"&12" <br />8d@6"&12" <br />11 <br />8d@4"&12" <br />10d@6"&12" <br />ALTERNATE NAIL SPACING AT TOP & BTM. PANEL EDGES <br />6" <br />4" <br />3" <br />6" <br />4" <br />3" <br />" <br />1 4" <br />3" 11 <br />6" <br />4" <br />3" <br />0 <br />94 <br />189 <br />0 <br />U PE <br />118 <br />I FTC <br />237 <br />PA <br />N/ <br />ITY (pl <br />0 <br />A0 <br />142 <br />285 <br />18 <br />37 <br />566 <br />23 <br />474 <br />710 <br />11 <br />355 <br />592 <br />28 <br />570 <br />855 <br />1. PLYWOOD PANELS SHALL OVERLAP THE TOP MEMBER AND THE <br />BOTTOM PLATE BY 1 1/2 " AND A SINGLE ROW OF FASTENERS <br />SHALL BE PLACED 3/4" FROM PANEL EDGE. <br />2. PLYWOOD PANELS SHALL OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE PLATE AND THE BOTTOM PLATE BY 1 1/2". <br />ROWS OF FASTENERS SHALL BE 1/2" APART WITH A MINIMUM <br />EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT <br />THE SPECIFIED SPACING. <br />F-- - -- - - - - --1 <br />WIND LOAD TABLE <br />BASIC WiND SPEED: <br />WIND IMPORTANCE FACTOR <br />BUILDING EXPOSURE <br />WIND EXPOSURE <br />INT. PRESSURE COEFF. <br />PARTIALLY ENCLOSED <br />COMPONENTS 4 CLADDING <br />1 ROOF • 10 S.F. <br />20 S.F. <br />5o S.F. <br />100 S.F. <br />WALL o 10 S.F. <br />20 S.F. <br />DRYWALL (TYP.) i 0 S.F. <br />OVERHANG <br />STUDS 's 24" O.C. <br />P.T. PLATE <br />TYP, INTERIOR NON -BEARING WALL <br />3/4"-1'-0" <br />145 MPH <br />I.o <br />II <br />B <br />V- 0.55 <br />42 - PSF <br />+ 21.0 / -68.2 PSF ' <br />+ 25.5 / -62.8 PSF <br />+23.4/-%.6PSF <br />+ 21.9 / -50.2 PSF <br />+ 3S.S / -50.2 PSF <br />+ 38.5 / -41.5 PSF <br />+ 36.1 / -43.8 PSF <br />+ 35.4 / -41.1 PSF <br />95 . 3 PSF <br />LEDGER STRIP <br />SOLE PL, TO JOIST OR BLK'G-FACE NAIL <br />TOP OR SOLE PL. TO STUD -END NAIL <br />STUD TO SOLE PL.-TOE NAIL <br />DBL. STUDS -FACE NAIL <br />DBL. TOP PLATES -FACE NAIL <br />CONTINUOUS WD'R TWO PLACES <br />CONTINUOUS HD'R TO STUD -TOE NAIL <br />IXS SHEATHING OR LESS TO EA. BRN'G-FACE NAIL <br />OVER IX8 SHEATHING TO EA. BRN'G-FACE NAIL <br />BUILT UP CORNER STUDS <br />BUILT UP GIRDERS AND BM'S UP TO TRUSS MEMBERS <br />Ibd <br />16d <br />16d <br />ad <br />trod <br />trod <br />16d <br />8d <br />8d <br />ad <br />16d <br />O•I <br />NAILING SCHEDULE <br />ALL NAILS ARE d COMMON <br />3 + EA. JOIST <br />16" O.G. <br />2 <br />4 <br />24" O.C. <br />I6" O.C. <br />ifo" O.G. ALONG EA. EDGE <br />3 <br />2 <br />2 <br />24" O.C. <br />32" O.G. 0 TOP AND BOTT. AND STAGGERED <br />2 ENDS • EA. SPLICE <br />w <br />>z <br />i `� <br />(13 <br />w <br />w <br />n <br />N <br />01-� <br />8u 0V <br />LIDmIL <br />1wU _ <br />1/2" GYPSUM SHEATHING <br />11 GA. 1-1/2" GALV. -t/lro" HD. <br />5/8" GYPSUM SHEATHING <br />11 GA. 1-3/4" GALV. l/16" HD. <br />1/2" GYPSUM WALLBOARD <br />1-3/8" DRYWALL NAIL <br />5/8" GYPSUM WALLBOARD <br />1-1/2" DRYWALL NAIL <br />l" ON CEILING S" ON WALLS <br />HARD BD.. LAP SIDING -DIRECT TO STUD <br />ad CORROSION RESISTANT W/ MIN. <br />16" O.G. 0 TOP AND BOTTOM EDGES <br />SHANK DIA. OF .OSS" AND A MIN. <br />HD. DIA. OF .24" <br />HARD BD., LAP SIDING OVER SHEATHING <br />106 CORROSION RESISTANT W/ MIN, <br />16" O.G. 0 TOP AND BOTTOM EDGES <br />SHANK DIA. OF .OSS" AND A MIN. <br />HD. DIA. OF .24" <br />HARD BD.. PANEL SIDING DIRECT TO STUDS <br />ad CORROSION RESISTANT W/ MIN, <br />6" O.C. a EDGES AND 12" O.G. + <br />SHANK DIA. OF .092" AND A MIN, <br />INTERMEDIATE SUPPORTS <br />HD. DIA. OF .m5" <br />HARD BD.. PANEL SIDING OVER SHEATHING <br />8d CORROSION RESISTANT W/ MIN, <br />6" O.C. , EDGES AND 12" O.C. <br />SHANK DIA. OF .092" AND A MIN, <br />INTERMEDIATE SUPPORTS <br />TRUSSES <br />SIMPSON SP2 OR EQUAL <br />INSTALL PER MANUFACTURER <br />TYP FOR TOP OF STUDS <br />DOUBLE PT 2x4 <br />TOP PLATE <br />SIMPSON SPI OR EQUAL <br />INSTALL PER MANUFACTURER <br />TYP FOR BOTTOM OF STUDS <br />PT 2x4 <br />BOTTOM PLATE <br />INTERIOR BEARING FOOTER <br />SEE FOUNDATION PLAN <br />FOR FOOTER SIZE 4 REBAR <br />PLACEMENT <br />EXTERIOR NON -BEARING <br />WALL DETAIL <br />HD. DIA. OF .225" <br />ATTiC TRUSSES <br />8" BOTTOM CORD <br />DOUBLE CAP PLATE <br />SIMPSON SP2 CONNECTOR <br />WITH (6)-10d NAILS IN STUD <br />AND l60-10d NAILS IN PLAT <br />(OR OPTIONAL SP4) <br />2x4 im 16" O.C. <br />STUD FRAME WALL <br />4'-0" KNEEWALL <br />SIMPSON HIP WITH <br />(8)-6d X i/2' NAILS <br />INTO PLATES AND <br />TRUSS OR RAFTER, <br />OPTIONAL <br />SIMPSON SP4 <br />CONNECTORS AT EXTERIOR WALLS <br />SCALE: NONE <br />FLORIDA APPROVED PRODUCTS LIST <br />PRODUCT CATEGORY <br />SUB CATEGOR`i' <br />MANUFACTURER <br />STATE OF FLORIDA <br />APPROVAL NUMBER <br />DATE SUBMITTED <br />ROOFING <br />ASPHALT SHINGLES <br />GAF MATERIALS CORP. <br />FL 10124-R9 <br />06/21/2013 <br />ROOFING <br />ASPHALT SHINGLES <br />OWENS CORNING <br />FL 10614-R8 <br />02/04/2013 <br />ROOFING <br />UNDERLAYMENTS <br />TAMKO ROOFING PRODUCTS <br />FL 1418-R4 <br />08/16/2012 <br />PANEL WALLS <br />SOFFITS <br />KP BUILDING PRODUCTS INC <br />FL 12200-R3 <br />05/06/2012 <br />WINDOWS <br />SINGLE HUNG <br />PGT <br />FL 239-RIS <br />12/20/2012 <br />EXTERIOR DOOR <br />SLIDING <br />PGT <br />FL 251-Rig <br />05/28/2013 <br />EXTERIOR DOOR <br />SWINGING <br />PGT <br />FL 253-R12 <br />02/04/2013 <br />STRUCTURAL COMPONETS <br />WOOD CONNECTORS ANCHORS <br />SIMPSON STRONG -TIE COMPANY <br />FL S58S-R3 <br />06/11/2012 <br />STRUCTURAL COMPONETS <br />WOOD CONNECTORS ANCHORS <br />SIMPSON STRONG -TIE COMPANY <br />FL 10001-R5 <br />08/01/2012 <br />STRUCTURAL COMPONETS <br />WOOD CONNECTORS ANCHORS <br />SIMPSON STRONG -TIE COMPANY <br />FL 10441-R3 <br />06/11/2012 <br />STRUCTURAL COMPONETS <br />WOOD CONNECTORS ANCHORS <br />SIMPSON STRONG -TIE COMPANY <br />FL 10456-R2 <br />06/11/2012 <br />STRUCTURAL COMPONETS <br />PRECAST LINTELS <br />CASTCRETE <br />FL 158-R6 <br />06/23/2013 <br />_z <br />3 <br />06/23/2013 <br />Q <br />4• � � <br />u1 Jrn11 I I Ed <br />w *;_- No <br />: <br />• <br />Ib <br />�Z <br />.. * �v <br />to 'AN <br />i <br />Q =� <br />d <br />LU U N <br />�- +-- a <br />co <br />iX v q <br />UJI <br />� u CA <br />U� <br />c aD <br />Q .d. <br />ado <br />z,;C,4 <br />o <br />'Q <br />z-1M <br />3:1- 0 <br />Cq <br />W <br />Q <br />tL <br />W <br />c <br />� <br />8 <br />0- <br />a <br />z <br />a <br />z <br />m <br />o a <br />Ll Ll <br />� <br />V Q <br />ll.l <br />U <br />w} <br />A� <br />�z <br />�w <br />ww <br />�z <br />z <br />z <br />0 <br />SHEET NO, <br />DETAILS <br />02 <br />