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�Coa�ENGINEEVS LOAD . : Gulf <br /> SUPPLY & MANUFACTURING <br /> GULFPH <br /> RUTIM <br /> • GUAGE GULFPBR TM PANEL OVER • • <br /> FLORIDA PRODUCT APPROVAL • <br /> TM <br /> ENGINEER LOAD TABLE: 26 Ga. Gulf PBRTM Panel over 15/32" Plywood <br /> ;. ".�`.�' '"+�:>i,�i„'y,. •�3�Sa.�i t?�=. ;e�,-w - - :t-.a�,'.,"..�•..,..,,i,-- -_ �i Via' �'�'s�v-r:,�i':` �•. <br /> a-R"oof_"Mean'`HeI ht a20 .0 "-Roof S `` ;ti <br /> �B: ildings hauirl.g g ,< Y lope "Z� /12 = 1,Z:"/12G"able orWlpRoofi W'Ind Speeds 1�20` ' <br /> 4;80rn h''Ex osure C'IRIs ""� '° �` W y, <br /> p ,� p ,. ategory II,.Enclosed#Building abased"on Florida Building~Code 2017. : 3 " <br /> 120 130 140 150 160 170 x 180 <br /> WIIND FASTENER SUBSTRATE <br /> SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER <br /> Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING <br /> ,�w•+r:;�;' .ae. <br /> Fa adiL c�, s.v.v - h _.kr tt.5p" ' ' $. <br /> ZONE,1 #9 1'Sx15" Pf vVOOd 24 TYPE 1 24";TYPE 1, 24" TYPE 1 LOU•y fi p `24':,TYPE 1' s24,, TYPE 1„ 24�;TaYPE 1 ,2 TjYPE�1 <br /> %,�i1':��".�4.i: u, h'�,«'^:1• dtn. ¢ t+ro+R n sir <br /> ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2 12",TYPE 2 <br /> ' at y4� 1'-. ;k .A*;y;• -- :.,,. ,3{�;*. .ry•'i�. e9 - a's:q.',+9: -_ „.a•.,..:4 <br /> � ` " ^ .,.., �+." k•a,tstld �. `:k'bm4'dti:., <br /> ^ZONE 3, #9.15x15"1 �, 7PI ViiOotlY" 24& TYPE 1 24";TYPEr1 12 TYPE"2 12 TYPE 2 �12n°TYPE;:2 Mr"12 TYPE 2 12'' TY <br /> z `t. n P r y PE�2• <br /> 3 a d ; <br /> 1.)PANEL DESCRIPTION:GULFPBRTM, MIN.26 GA., GRADE 80,36"COVERAGE, 1'/4"TALL. <br /> 2.)PANEL FASTENER:#9-15X1.5" W/SEALING WASHER OR APPROVED EQ., 1/4-14X7/8" LAP SCREW MAX.24"O.C. IN PANEL SIDELAP. <br /> 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:60.5 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 154.75 <br /> PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. <br /> 4.)PLYWOOD DECKING: MIN.75/sz" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. <br /> 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. <br /> 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING <br /> CODE 2017. <br /> NIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or <br /> ZONE 2 ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be <br /> ------------------ :::�a less than either 4%of the minimum width of the building or 3 feet. <br /> TYPE 1 FASTENER PATTERN <br /> RIDGE #14 x 7/8"Lap Tek @ 24"o.o. At Panel Lap <br /> -- ----- —12" 1211 <br /> ---------- <br /> ZONE 1 <br /> -------- ----�� ` #9-15 x 1-1/2" Continuous tape seal <br /> EAVE @ 12"-12"-12" for use on slopes <br /> ZONE GABLE ROOF a Pattern 24"O.C. less than 3:12. <br /> ------ a <br /> � --- ------ � TYPE 2 FASTENER PATTERN <br /> RIDGE #14 x 7/8"Lap Tek @ 24"ox <br /> — ------------- a <br /> ZONE 1 <br /> #--------------------- 9-15 x 1-1/2" Continuous tape seal <br /> @ 7"-5"-7"-5"-7" for use on slopes <br /> ZONE3 EAVE Pattern @ 24"O.C. less than 3:12. <br /> FL#11651.19 R3•OCTOBER 5,2017 <br /> . ® ! ® . <br /> • <br />