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HomeMy WebLinkAboutB17-0066_S1_02-01_1506378873.pdf z I eC 0j,iQO716' 09/25/17 01-A 01-B 01-C 01-D MODULAR BUILDING UNIT NOTES: 1. ASSUMED FRAMING DIRECTION AND PRIMARY BEAM LOCATIONS INDICATED. STRUCTURAL DESIGN OF MODULAR BUILDING TOWN STAMP gik UNITS PERFORMED BY OTHERS IN ACCORDANCE WITH THE — 2012 INTERNATIONAL RESIDENTIAL CODE PER THE STATE OF 5.06 COLORADO(2)-2x12 SUBFASCIA, STRUCTURAL REQUIREMENTS IGN CRITERIA. ALL TOWN OF VAIL TYP. © GABLE ENDS 3 %2" x 11 �/g" GL 2. SUBMIT DESIGN DRAWINGS AND SHOP DRAWINGS TO ENGINEER _ 2x 12 LOOKOUTS © 6 (2)-2x 12 LOOKOUT OF RECORD FOR REVIEW. 2 ®® NZ ( 24" O.C., TYP. © @ CORNER, TYP. 5.06 f 3 %2" x 11 /8" GL /• f GABLE ENDS 5.0. SITE BUILT ROOF FRAMING NOTES: V _ -0 01-1 p - 3X f X X 3S 9 1. ROOF SHEATHING SHALL BE 79/32" OSB OR CDX PLYWOOD, k Nt. g g n n I �` EXPOSURE 1, RATED 40/20, OR EQUIVALENT. NE cV CC p _ ' W 2. MANUFACTURED ROOF TRUSSES TO BE DESIGNED BY OTHERS. D I ___ 1 p - 01-2 1 ) / I p1�(G — C 3. NOTATIONS ON DRAWINGS REFERRING TO FRAMING CLIPS, I✓ p LJ W JOIST HANGERS, AND OTHER CONNECTION HARDWARE REFER Q�cIGrI✓ I�G —ic TO CATALOG NUMBERS OF THE SIMPSON STRONG-TIE ��(j Vp(7 V �I�p 1�''�p Z COMPANY. 1_ r Q 4. SEE GENERAL NOTES FOR STRUCTURAL NOTES AND �1 I�Op ISG ERSR v E�IG / MATERIAL REQUIREMENTS. .:,,,,.........,",.. 9 LIC. N%,5/8" APA N n`� �0 �1�.lEf� 0-,0,;00I 5. SEE ROOF FRAMING DETAIL SHEETS 55.06-55.07 FOR �:.. . c'• •• +I SHEATHING f "\) v `RP` Olr W ADDITIONAL FRAMING, CONNECTIONS, AND BRACING r �It a%/ p pC(J. INFORMATION. ! 33878 7. V 1 p�l�`f`G Gc / 1 7 r}'CSO y -r y 1 I� • RPI�0-CHR 5.06 I41i1` /ONAC��,- z z v TRUSS 1E 0 24" O.C. 6 I / DISCIPLINE STAMP 5.06 I _ 3/12 ✓ v 9 o � 5.06 LVL BEAMS PER I N N 5/8" APA N N MODULAR DESIGNER o © SHEATHING m 8 \ I 5.06 I I 01-3 U e a n r� LVL BEAM / LVL BEAM / 01-4 I X TI — 10 Z 5.06 TT , , O BUILDING 01 - LEVEL 3 FLOOR & ROOF FRAMING PLAN E 1 3/16"= 1'-0" 14 J = 01-A 01-B 01-C 01-D 0 ISSUE Town of Vail Permit Set DRAWN BY: JJP - r 01-1 a CHECKED BY: MN CONSULTANT �r = 01-2 4 .__Y i . ,, SG M ILpII� plr,G �v51GP1E 0�II,04 G 118 West Sixth Street, Suite 200 G I G p��� pE ��,R p° IL01 p plr�G Glenwood Springs, CO L1 Irl 0 1.1 S O G 11 E II, p 970.945. 1004 www..sgm Onc.com 0101140 0010 RPkAl 4R �p kb-HERS R B" IG►� p�skil°0 R B ESIG� R �ESIG Fg� F� 0� O�IAG p S ��'R pE p�OG 05 pp�G 05 8 0- 0G �Op 1�'I�G�F� SHEET TITLE ►��RP►�I��ER 14,0_PI�IO,��ER - • FFP*' 0 FR�' O'f� Building 1 - Level 2&3 Fe Fe 6 Floor & Roof Framing Plans e a REVISION No. Description Date til �� �.- � _ J 1 Roof Truss Revisions 8/25/2017 tO I n n d , 01-3 �, / cs 0 ,(0 ,zs \ . ii L = t 5 5.07 I I l L A 3 %2" x�9 %4" GL // ‘7,41,*• •. /ro �� - I I IkC I 3 " x .4 / GL ]I n) n 14x10 I I nn 1 014 �� .. �� ren I ® I ® o 0 0 .� — /( o 1 3/a" x 9 %2" VL 12" O.C. O o 4x10 ` _J 5.07 n is. 1 3/a" x 9 1/2" VL © 12" O.C.I 5.07 /� 5 • .07 ® ® 5.07 5.07 ® <J ® <r .moo o © � 4x 10's AT TRELLIS 2 8 5.07 5.07 5.07 PROJECT NUMBER 2015-453.001 I ISSUE DATE 08/25/2017 a TOWN OF VAIL SHEET NO. N SI BUILDING 01 - LEVEL 2 FLOOR & ROOF FRAMING PLAN PERMIT SET , 02_01 2 3/16" 1'-0" M