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HomeMy WebLinkAboutB17-0114_S-105_1501879560.pdf 0 X441 )41till r7 IS ir 1:61 e01,4 /�/ �/ �/ �/ �/ �/ Graphic Scale O 08i042 0 4' 8' (N .—O c I i X Scale: 1/4" = 1'-0" 0 E coSrn LI) N 20 3 ROOF OVERHANG UIII) s •E -- FRE: ARCHITECT (TYP) / 18'—1092"— /7 cn cn 3 c-50, JOIST BRG 147'-5 s/8" 2 2x6 / COLUMN INDICATESIr D—C:-67—°‘',„91:„.1—:::U:26°--'.1q:;:r111—N 1*I / RE: UPPER ROOF LEVEL , I 1FRAMING f ,(2) 14" LVL sl HEADER1 , : - f4220rf fo 1 — i (01'N . i • c,„<..,..ifr ! r rI ROOF PLAN NOTES. 4kt NAL E.1 --r 1 w v o 1. ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 19/32" OSB, EXPOSURE 1, RATED O i 40/20, OR EQUIVALENT FASTEN TO FRAMING WITH 8d NAILS © 6" O.C. ALONG (2) 11 7/8" LVL x 'S HEADER 4 O O\ ;- ~)�- i ALL PANEL EDGES AND 12" 0.C. INTERMEDIATE, UNLESS NOTED OTHERWISE. c (1) 2x6 TRIMMER -50 Q k o v 2. ROOF JOISTS SHALL BE 14" ENGINEERED WOOD ® 24" 0.C., UNLESS NOTED EACH END, U.N.O. Zp OTHERWISE. o I " 32 ,:i. ctN 3. PROVIDE MULTIPLE 2x STUDS AT ALL BEAM BEARING POINTS EQUAL IN WIDTH TO Q) THE BEAM SUPPORTED, UNLESS NOTED OTHERWISE. N- - 4. WINDOW AND DOOR OPENINGS IN EXTERIOR WALLS OF MORE THAN 4' SHALL HAVE mio • ►' A HEADER AS NOTED ON PLAN. (3) 3 1/2" (4) 5 1/2" ROOF OMECHANICAL J 5. SEE GENERAL STRUCTURAL NOTES ON SHEET S-100 FOR STRUCTURAL NOTES AND G ENGINEERED ENGINEERED / —5o FOR MECHANICAL g J MATERIAL REQUIREMENTS. WOOD COLUMN WOOD COLUMN r 02 i :4 W U 6. FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTION HARDWARE ARE \ i INDICATED AS.• (3) 14" LVL �� n — 'r' FLUSH BEAM o3 N # SEE CONNECTION SCHEDULE & REFER TO CATALOG NUMBERS N 2 OF THE SIMPSON STRONG—TIE COMPANY -50 (3) 2x6 I 1 COLUMN i • _I LATERAL BRACING NOTES: N I\, ALL EXTERIOR WALLS TO BE CONTINUOUS SHEATHING W/ 8d NAILS i \2x6 CO 16" BEARING WALL 6" 0.C. ALONG ALL PANEL EDGES AS A PERFORATED TYPE SW-2 U 5 & %2" PLY OR 746." OSB SHEAR WALL, UNLESS NOTED OTHERWISE. /8 SHEATHING (TYP) SHEATHING J _ _ '- I 1 �— — SPAN J 0 1 ` o_ z UPPER L EL I N i � i WALLS B LOW ct w 0 I RE ARC ITECT > I- 0 i U = i 0 C LJ_ Q it 01 INDICATES73 F •• -I _ _ _ -- _ _ _ _ _ 1GINEERD1R: D:CHITECT EDGE OF ROOF4J DO %2 O �_ JOIST BRC CO 16" O.C. BEARING WALL U CO 144'-7 5/8' 1 s s & /8" PLY OR /32" OSB SHEATHING -50 O INDICATES N ROOF a RE: UPPERBLEVEL�� CO ro FRAMING a; i6 Z, I I I I / N 0 N ` D a / — — — — — I — — — — — — — qi h 1 �/ I I I I I o) Ti Z 0 O to Z w •C U IYLI d Ce 2 m re ce re a 1 1 1 1 1 N 00 w y u_ w a (1) (1) I cn 33 3 w - � csi i_ co m co < Q o JOB NO: 2016-444 ; DRAWN BY: MAN a) o PE: MAN (I0) CHECKED BY: 1EP o_ I I I I I 1 7A FILE: ColumbineDrive_struct sO O / C) E Roof Framing Plan • ROOF FRAMING N- SCALE: %4" = 1'-0" NN- I N Permit S- 105 N 1 1 1 1 1