�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 />
|