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HomeMy WebLinkAboutB17-0066_S1_03-01_1506378873.pdf ,.:,00,,,,4 ......,:„........./er w_ irti:,,, z ..,c .7 ..,.., .v. 01-A 01-B 01-C 01-D 13.3 6 r2'-0" ,..) i la in Q09/25/17 i r 4'-0"-,4h O h 0 N- T ROOF LOADING PLAN NOTES: \ \ \ \ 0.08 KLF DL / 0.08 KLF DL 1. ROOF DESIGN SNOW LOADS ARE THE GREATER OF: STAMP 0.40 KLF SL 0.56 KLF SL / 1.1. THE TOWN OF VAIL CODE, 10-1-2 AMENDMENTS TO THE BUILDING CODE, ADDED SECTION 16.08.2.1: 100 PSF I FOR ROOFS WITH PITCH OF 4:12 OR LESS AND 80 PSF ♦♦' FOR ROOFS WITH PITCH GREATER THAN 4:12 `l \ I 01-1 1.2. SLIDING, DRIFTING, AND UNBALANCED LOADING CONDITIONS 0.34 KLF DL ♦♦♦. IN ACCORDANCE WITH ASCE7-10 AND THE 'COLORADO 2.1 KLF SL ,,�♦' �.�.�.�.�..�.�.� DESIGN SNOWSLOADS" PUBLISHED BY THEP STRUCTURAL 0.34 KLF DL ENGINEERS ASSOCIATION OF COLORADO, APRIL 2016. 1.7 KLF SL -.-.-.-.-_-.-.♦- 3 5 9 `l \ `l 01-2 2. DESIGN SNOW LOADS INDICATED AS: .#1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ 2.1. ' IND/GATES 80 PSF � �� D E S I G N ♦♦♦ JO ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • 2.2. : INDICATES 100 PSF ♦♦♦ ♦♦♦♦♦♦♦♦ ♦ 100 PSF ♦ k ♦♦♦♦♦♦♦ 2.3. : INDICATES ZONE OF DRIFTING OR ♦♦♦ 0 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ \ >\%<� LOADING/ SLIDING SDI�GRAMSW D. REFER TO -,�'��,��0 LI,`��� 100 PSF ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ♦ I. E. .Cp �� ♦♦ p ♦♦♦♦♦♦♦ ♦ 2.4. SNE TRUSS LOADING DIAGRAMS, S5.05 FOR UNBALANCED mai.P ,s 1e J SNOW LOAD DESIGN CONDITIONS •�'Z' �• �' ♦♦♦ o 100 PSF 100 PSF ♦♦♦♦♦♦♦♦♦♦♦4* ♦ 3. MAXIMUM ROOF LOADS IMPOSED ON MODULAR UNITS BELOW '/ ♦ `� +♦♦♦♦♦♦ INDICATED AS. ` • 338 /1 o ♦♦ o^ o a ,�♦♦♦♦♦♦ • L. 3.1. DISTRIBUTED LOADS: XX KLF DL .O., 1%8/24 :.e�/24/17: J ���...•s•� i ♦♦♦ 100 PSF ♦♦♦♦♦♦ • k 3.2. POINT LOADS. X X.X KLF SL 4'k�'''s iAL �\- 0) o^ X.X K/PS SL 0 0 \ ♦♦♦ 0 0 O 0 coo coo coo • �♦♦♦♦♦♦♦♦♦♦♦♦ 4DL: INDICATES DEAD LOAD DISCIPLINE STAMP \ \ If;, ♦♦♦♦♦♦♦ SL: INDICATES SNOW LOAD ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ KLF: INDICATES K/PS PER LINEAL FOOT ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ roP ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • . ♦ ♦♦♦♦♦♦♦ ♦ SITE BUILT ROOF FRAMING NOTES: ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ 01-3 1. ROOF SHEATHING SHALL BE 19/32" OSB OR COX PLYWOOD, 11‘111 . ♦♦ ♦♦♦♦ ♦ EXPOSURE 1, RATED 40/20, OR EQUIVALENT.4+4+e 2 MANUFACTURED ROOF TRUSSES TO BE DES/GNED BY OTHERS.i. L & ,1F0��7/�-, NJy1��Fle1�I�b�Ya�-�-�-� .- -♦-♦-♦-♦-♦-♦-♦ ♦ 01-4 3. NOTATIONS ON DRAWINGS REFERRING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTION HARDWARE REFER \ ♦♦♦.�♦/, \ ♦�♦�♦�♦�♦�♦�♦�♦♦� TO CATALOG NUMBERS OF THE SIMPSON STRONG-TIE lig \ \ ♦♦♦♦11+ 1 ♦♦♦♦♦♦♦♦♦ COMPANY. \ ♦♦♦♦♦♦♦♦♦ 4. SEE GENERAL NOTES FOR STRUCTURAL NOTES AND MATERIAL REQUIREMENTS. 0.35 KLF DL 0.35 KLF DL 0.08 KLF DL 0.12 KLF DL 1.3 KLF SL 2.1 KLF SL 0.40 KLF SL 0.84 KLF SL 5. SEE ROOF FRAMING DETAIL SHEETS S5.06-S5.07 FOR Q. ADDITIONAL FRAMING, CONNECTIONS, AND BRACING o \ INFORMATION. co -41/104110PIFco \ i \ cl 1 7,-0" 1 0 BUILDING 01 - ROOF LOADING PLAN 1 3/ It) = I -U a I ti) 01-A 01-B 01-C 01-D (2)-2x12 SUBFASCIA, TYP. ® GABLE ENDS 2x12 LOOKOUTS @ 6 (2)-2x12 LOOKOUT 24" 0.C., TYP. i 5.06 ® CORNER, TYP. ISSUE Town of Vail Permit Set GABLE ENDS 3X X X DRAWN BY: JJP rl TI 6 CHECKED BY: MN W CONSULTANT ' 01-1 W ...... _ si. ' _1 • 01-2 ,,,- SGM 1 18 West Sixth Street, Suite 200 TRUSSI 1c © 24" o.c. Glenwood Springs, CO 81601 1 970.945. 1004 www.sgm-inc.com 1 5.06 4 SHEET TITLE 5.06 �/ I Building 1 - Level 4 az QW 5.061 - Roof Framing & Roof QQ �� TRUSS 10•® 24" O.C. I LoadingPlans W �� ,� 3/12 / / En a 13 3/12 3/12 =/ REVISION EI CL I-, �_// No. Description Date Q W �0 J 1 Roof Truss Revisions 8/25/2017 13 m ec) , \ lir ....rill,/ I �� �% 0 • I / • a 01-3 . r 10 • , `♦ 3 - 9 - 01-4 F) a a N N L so 0 o 6 5.06 PROJECT NUMBER 2015-453.001 ISSUE DATE 08/25/2017 a TOWN OF VAIL SHEET NO. 1. N BUILDING 01 - LEVEL 4 ROOF FRAMING PLAN PERMIT SET SI , 03_01 2 3/16" 1-0" M