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HomeMy WebLinkAbout05080017-Builder ResubmittalBU R IBMITTAL: BUZLDER NAME: Contact #: Lot Re-Review Fees: Residential $128.75 [] s/permits Forms/Re. Subrmttal for Rewew 2 x 4 SPI= No,2 *Except' 1-102 x 8 SYP NO,2.5-62 X 8 SYP No,2 13-3-7 16-6-13 3:5-3 6-8-9 _ 10-0-~' . ; _ 3-5-3 3-3-7 3-3-7 3~3-7 3-3-7 20-O-0 USE TOP MOUNT HANGERS n st o~10 ee ~op c~. ~e 5-3-0 0-0-12 10-0- 2 4-9-12 4-9-12 5-3-0 Vert(TL) .,0.18 8-~0 >999 240 Ho~(TL) O.{~t 5 n/a n/a ~ -- 2-6-3 70-7 1-1t-15 4,.6,,4 11-8-0 7-0-7 _ L SPACIN{3 2-00 Vett(LL -0,00 ~20 MI~ZO 'i97/~144 SLDER ~eR2 x 4s~ ~ 2,2-5 TOP CHORD 35 lb 2005 ATTACHMENTS .~EO4B MaxU~l~2.~58(IoaclceseS);26=-34(10adcase6 127=-32(OadCaSe6),28~-25(Ioadcase6) 29=~21(Ioa~C'ese~) 30~2(h~adCase7),$2---4~(~sdcase? ,33 56({0S"~case7), 25;14200ed case 3)~ 18;228(load case 3), 24,133(Ioad case 3), 23~138(1~ ~se 3); 22~14~ ~ 3)~ 2! ~! ~ ~ ~), 2~16$(le~ ~ $) BOT CHORD 25~2~2!/63, 1 'v~nd: ASCE 7-98; ~h; ~0~ TCDL=6~OPsf; IBCDL~ 2PSf; CeiegolY l; Exp C; e~; M~R~ g~!e ~ ~qpe; ~b~ DO~ ~ete ~P 00~=1.00 STA'TE OF sf or 2.oo time~ fiat roof load of 2o.0 psf c~ ore,thugs ~..co~cur~t w~ o~er live ~ bosom chord Hve !oad nonC~mcurrent wt~ a~y O~he¢l~ve ~ds, !2 ~b uplift at joint 27, 1-0-0 TOPCHORD EOTCHORD LUMBER TOP CHORD 2 X 4 SPF NO.2 *ExC~i)t ' 3-92 X 8 SYP No.2.9-15 2 X 8 SYP No.2 EOT CHORD 2 X 4 SPF No,2 OTHERS 2 X 3 SPF Stud SLIDER LeE 2 X 4 SYP $~ud 2-0-15, Right 2 X 4 SYP Stud 2-0-15 ROTES 1) V~nd: ^SCE 7-02; 90mph; h=25ft; TCDL=6,0p~f; BCDL=4.2p~ ~,etegc~ it; Exp C; enctosed; M'vVFR$ g.~bie e~ld zone; LU~l~ DOL=I.00 prate gdp 00113 JUL 2 7 2005 MO2 LUMBER TOP CHORD 2 X 4 SPF N0*2 BOT CHORD 2 X 4 SPF NO*2 WEBS 2X4 SYP Stud WEDGE Let~ 2 X 4 SYP Stud SPACING CSI DEF[* PLATES GRfP Veft(LL) MII20 197i~4a. JUL 2 '7 2005 8.4-0 ~ 16-4-8 _ 26-0-0 JUL 2 '7 2005 -1 6-6-10 - 13-0-0 1-0-0 6-6-10 6-5-6 8-7-3 8-8-6 REACTIONS (lb/size) 2=1097/0,3-,8,6~1097/0-3-8 JUL 2 '7 2005 ATTACHMENTS 10- 7-9-10~ 7-9-10 7-8-6 LOADtNG(psf) SPACtNG 2-0-0 PLATESi~20 GRIPt97/144 COL 1 '0' Rep SEess Incr YES BOT CHORD 2-13=G03/1938, 12-13=-303/1S38.11-12='303/1938,1C"t 1~'180/1951-9'10~180/1951 · 8''9='180/1951 ~'tt~?~ t(~ N at · ' J~ ~'7 2oo5 15,6,0 1-0-0 7,6-10 7-0.8 23-2,6 _ 31-0,0 7-0,8 7-9-10 7-9-10 15-6-0 7-9-10 7-0-6 23-2-0 31-_0-0 7-6-6 7-9-10 1-9-0 7-9-10 7-9-6 __ 23-0..4 - 30-9-0 LUMBER TOP CHORD 2 X 4 SPF No.2 ~)OT CHORD 2 X 4 SPF Ne2 WEBS 2 X 4 SPF No,2 *Except' WEDGE Left: 2 X 4 SYP Stud SLIDER PJght 2 X 4 SYP Stud 4-3.4 5-1t2 5-1.12 20-0-0 21-0-0 5.1-12 1-0.O 10.0-0 _ 20-0 10.0.0 10.0.0 LOADING(psO TOLL (Roof Snow=20,0) TCDL 10.0 BCLL 0.0 5-~-2 5-t-t2 / NOTES A~rACHMENT$ LOADING(pst) TCLL 20.0 TCDL I0.0 LUMBER TOP CHORD 2 X 4 SPF SPACING 2-0-0 CSl Plates Increase 1 Lumberlncrease 1,15 BC 023 T06A 5-5-8 TOP CHORD 2 X 4 SPF BOT CHORD Z X 4 SPF NO,2 2X 4SYP Stud ~ ~TATE OF JUL 2 ? 2005 TO6~E COMMON 15-0-8 20-t-8 ~21-1-8 4-11~12 5-1-0 t-0-0 TC (}.35 BC 0,45 ATTACHMENTS ~'OADING(ps0 cfi TCLL 20(] 24 TOP CHORD 2 X 4 SPF SOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 OTHERS 2X 3 SPFStud s nia 7 2005 VALLEY LOADING(p~f) ~ STATE OF 3tJL"~"?2005 LOAD CASE(S) Standa~ TOP CHORD Z X 4 SPF No.;{ BDT CHORD 2 X 4 SPF NO,2 OTHERS 2 X 3 SPF Stud (Matrix) LOAD CASE(S) Standard 2-6-6 (Roof Snow=20.0 TCDL 10,0 BCLL 0,0 BCDL 10, LUMBBR TOP CHORD 2 X 4 BPF N0,2 BOT CHORD 2 X 4 SPF No.2 TC 0.01 BC 0.01 005