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HomeMy WebLinkAboutB17-0066_S5_06-01_1506378876.pdf ANZE"124. 4 ec ROOF SHEATHING 746" SHEATHING W/ 8d NAILS @ ` PER PLAN / 6" O.C. ALONG ALL PANEL EDGES, RE:• PLANS - 1170J.16'.4 746" SHEATHING W/ 8d NAILS U.N.O. 6" 0.C. ALONG ALL PANEL EDGES, 7 ROOF GIRDER TRUSS 1 U.N.O. RE. PLANS 2x4 W/ 4s" OSB SHEATHING & /8" GYP BOARD 09/25/17 PER ARCHITECT ROOF SHEATHING 1 (6)-8d NAILS THROUGH FASTEN SHEATHING TO GIRDER 746" SHEATHING W/ 8d NAILS ® PER PLAN (6)-8d NAILS THROUGH SHEATHING SHEATHING INTO END TRUSSES W/ 8d NAILS © 6" O.C. 6" 0.C. ALONG ALL PANEL EDGES, INTO END OF TRUSS OF EACH TRUSS TYp U.N.O. i NOTCH 2x BLOCKING BETWEEN TRUSSES e° AROOF SHEATHING 3 N TOP & BOTTOM TOWN STAMP RE: PLANS I SHEATH/NGi. PER PLAN FASTEN TO ROOF GIRDER TRUSS SIMPSON H2.5A CLIPS, 1 .� AROUND e ° __ L_T__ - 4 1/2" TIMBERLOK SCREWS 10 AT EACH TRUSS TRUSS TAILS = - ----- W/ w © 12' O.C. / w= _ ' `. _ ' 1 _ ' ' 1= - (2 MIN EA TRUSS BAY) L i !e! i !°i i i !ei i % TYP 3 S 9 ,_ =W i/ J _ _ = e - sr. _ �-- - t_ _�--�- Eli ` ROOF TRUSSES BY w a ©01_ N ( ROOF TRUSSES _ ! _ ! _ • ' 1 I OTHERS = S5.06 BY OTHERS i ! i i i ! i i i i.i i= ! ! I ! ! ! _ ! ! •! _ _LU 1 1 1 _ S/MPSON A35 CLIP LU — fiFiNk , i e i i i°i i _ i i e i ! J ROOF TRUSSES EA TRUSS BAY ! !IX � . ! ! TYP X � IGHT I - _ _ BY OTHERS 01 1 iliql0 FULL HEIGHT BLOCKING PANELS DESIGN FULL HEIGHT BLOCKING PANELS BETW se 4 TR .SES ' 'M/NG BLOCKFULL ING PAENELS ' e OR 2x4 CRIPPLE WALL FRAMING e N = SSES OR 2x4 CRIPPLE 8d NAILS © 3" O.C. Mi_ WALL FRAMING I I 8d NAILS © 3" 0.C. (2) 2x4 CONTINUOUS PLATE (2) 2x4 CONTINUOUS PLATE ALONG BOTTOM ALONG BOTTOMBETWEEN TRUSSESPANEL EDGE JilPANEL EDGE8d NAILS © 3" O.C. OL!" C(1 AALONG BOTTOM W V A./ PANEL EDGERE: ARCHITECT A (2) 2x4 CONTINUOUS PLATE 33$78 W TIMBERL OK SCREWS • MODU BUILDING FRAM/NG BY OTHERS MODULAR BUILDING FRAMINGMODULAR BUILDING FRAMINGMODULAR BUILDING FRAM/NG 1 I 1 BY OTHERS - - - BY OTHERS BY OTHERS 1 1 DOUBLE 2x1 0✓�- RIM BOARDBY MODULAR BUILDING RAISED HEEL TRUSS BLOCKING - EL EVA TION VIEW ROOF TRUSS BEARING A T RA TED DEMISING WALL L 1 TYP STANDARD HEEL TRUSS BEARING DETAIL 2� TYP WALL ASSEMBLY W/ RAISED HEEL TRUSS 3 4 S5.06 CSCALE. 3/4" = 1'-O" S5.0) SCALE: 3/4" = 1"-0" S5.06 SCALE: 3/4" = 1'-O" 55.06 SCALE: 3/4" = 1'-0" ROOF GIRDER TRUSS W/746" OSB SHEATHING LOOKOUTS PER PLAN ROOF SHEATHING & 5/8" GYP BOARD FASTEN SHEATHING TO GIRDER 24" O.C. PER PLAN PER ARCHITECT TRUSSES W/ 8d NA/LS © 6" O.C. ,4s" SHEATHING W/ 8d NAILS 7yp EQUAL EQUAL 6" O.C. ALONG ALL PANEL EDGES, ROOF SHEATHING T ROOF SHEATHING U.N.O. 4 PER PLAN SUBFASCIA II PER PLAN MANUFACTURED > PER PLAN 1 , X LAP RAFTERS TO ROOF TRUSSES BY - 11 2x CONTINUOUS BLOCKING 11 (6)-FAC10d NAILSOF ,MIN. OTHERS FASTEN TO ROOF GIRDER TRUSS y` E` 2x 12 RAFTERS �y/ 4 %2" T/MBERLOK SCREWS U I 12" O.C. SIMPSON L US210 2x4 xAT EACH L RAFTER n'P 2x BLOCKING FACE MOUNT HANGER BETWEEN LOOKOUTS � EA LOOKOUT SIMOUNT LUS210 (3)- TIMBERLOK f __.-- -14------ - . FACE MOUNT HANGER SIMPSON H1 TOE-SCREWS EACH O TO SUBFASCIA HURRICANE CLIPS RAFTER AT BEARING, TYP. • =w fX II ROOF TRUSSES © EA. LOOKOUT0 I- 1 . BY OTHERS _i rx E - SIMPSON A35 CLIP CONTINUOUS 2x 12 ;a V ------- 24" 0.C. TYP DROPPED TOP CHORD SUBFASCIA '- _ Q GABLE END TRUSS �- �� BY OTHERS (6)-8d NAILS THROUGH / SHEATHING INTO END \ \ \ 11 _ _ OF EACH TRUSS z _� 7/16" PLYWOOD OR (2) 2x4 0 �I 1 '4 OSB SHEATHING CONTINUOUS PLATE ROOF TRUSSES lk = / .. BY OTHERS FULL HEIGHT BLOCKING v�. El 1 ' n X 11 PANELS OR 2x4 CRIPPLE V I WALL FRAMING BETWEEN Ili- EAM EACH SIDE OF 1 1 BCOLUMN PER PLAN TRUSSES .1 � � (2)-3/4'� THRU 1 (2) 2x4 CONTINUOUS PLATE '1 11 ISSUE Town of Vail Permit Set 2 2x4 CONTINUOUS PLATE BOLTS EACH 6x6 �1 �1 W/ TIMBERLOK SCREWS 8d NAILS © 3" 0.C. ALONGA POST 11 0 12" O.C. BOTTOM PANEL EDGE 6x6 POSTS PER PLAN 1 MODULAR BUILDING FRAMING �1 1 BY OTHERS �1 11 �1 MODULAR BUILDING DRAWN BY: JP 1 i•/BL 0 1 1 8d NAILS CP 3" O.C. ALONG � FRAMING BY OTHERS RIM BOARDBOTTOM PANEL EDGE CHECKED BY: MN BY MODULAR BUILDING 1 MODULAR BUILDING FRAMING �1 BY OTHERS 1 CONSULTANT la 5 ROOF TRUSSES AT RATED DEMISING WALL 6 GABLE END WALL DETAIL PORCH ROOF FRAMING CROSS SECTION %.. sGm S5.06 SCALE: 3/4" = 1'-0" S5.06 SCALE. 3/4" = 1'-0" S5.06 SCALE: 3/4" = 1'-0" 118 West Sixth Street, Suite 200 ROOF GIRDER TRUSS Glenwood Springs, CO 81601 W/745" OSB SHEATHING • 970.945. 1004 www.sgm-inc.com & 5/8" GYP BOARD PER ARCHITECT 'r FASTEN SHEATHING TO GIRDER 745" SHEATHING W/ 8d NAILS ® ROOF SHEATHING e' TRUSSES W/ 8d NAILS 6" O.C. �� 6" O.C. ALONG ALL PANEL EDGES, PER PLAN �� ®TYP • SHEET TITLE FASTEN SHEATHING TO GIRDER � U.N.O. SHEATHING TRUSS W/ 8d NAILS © 6" O.C. 11 411 4s" SHEATHING W/ 8d NAILS ROOF PER PLAN Building 1 - Roof TYP I A 1 6" O.C. ALONG ALL PANEL EDGES, �. U.N.O. Framing Details ROOF SHEATHING ' 11 RE PLANS PER PLAN 1 SIMPSON H2.5A CLIPS, 1 ROOF TRUSSES BY I 1 2x CONTINUOUS BLOCKING AT EACH TRUSS OTHERS �1 FASTEN TO ROOF GIRDER TRUSS r, ROOF TRUSSES 1� W/ 4 %2" TIMBERLOK SCREWS En BY OTHERS 1. © 12" O.C. _�, REVISION ROOF TRUSSES �� 'L : OTHERS SIMPSON A35 CLIP I- ., 41kAlFULL HEIGHT BLOCKING PANELS p 24" O.C. �1 z I 'o OR 2x4 CRIPPLE WALL FRAMING �1 I 1 Roof Truss Revisions 8/25/2017 BETWEEN TRUSSESMillIP: Lu = SIMPSON H2.5A CLIP 1 Le © EACH TRUSS = 11W.11r111MilM I ►_�m _ , III �P ' � - 1 1 0 1 \ 1 _► I 11 N 4 ® ' ►- I \ 1 t III .►� II Sd NAILS ® 3" 0.C. TRUSS BEARING ON LVL BEAM 0 (2) 2x4 4 I L, .' ALONG BOTTOM [01 PER MODULAR DESIGNER ° CONTINUOUS PLATE - PANEL EDGE4, DOUBLE 2x10 4� FULL HEIGHT BLOCKING PANELSe �EN RIM BOARD �� (2) 2x4 CONTINUOUS PLATE / ROOF OVERHANGOR 2x4 CRIPPLE WALL FRAMING ��- BY MODULAR BUILDING �1 RE: ARCHITECTBETWEEN TRUSSES � 8d NAILS © 3" 0.C. � 1 W/ TIMBERLOK SCREWS 0ALONG BOTTOM �1 � @ 12" O.C. aHMODULAR BUILDING FRAMING t (2) 2x4 CONTINUOUS PLATE g 1 11 PANEL EDGE �1 BY OTHERS 1u MODULAR BUILDING FRAMING 1 �1BY OTHERS 1 1 � BY MODULAROTHERS BUILDING FRAMING PROJECT NUMBER 2015-453.001 ISSUE DATE 08/25/2017 a. 8 ROOF TRUSS BEARING AT NON-RATED INTERIOR WALL 9 ROOF TRUSSES AT RATED DEMISING WALL 1 0 STANDARD HEEL TRUSS @ CANTILEVER BEARING DETAIL SHEET NO. ir, S5.06 SCALE: 3/4" = 1'-0" S5.06 SCALE: 3/4" = 1'-0" S5.06 SCALE: 3/4" = 1'-0" TOWN OF VAIL r. No PERMIT SET 5 5. 0 6-0 1 7,