Loading...
HomeMy WebLinkAboutDRB16-0225_S5.1_1478908139.pdf IS *n Ir (2) 10d @ 16" o.c. 8d @ 6" o.c. FIELD VERIFY WALL FRAMING - �0 (2) 1/4" X 6" SDS SCREWS 8d @ 6" o.c. TYP. 3DRB EA. SIDE STAGGERED @ 16" o.c. EA. SIDE 2 x 4 TAPERED C1/4" APPROVED V SIDES APP/ROV STAGGERED ___,c__- SLEEPERS @ 16" O.C. 12:00:00 AM 3/4" 8 x 8 NEWEL POST J - - 2 x 4 TAPERED SLEEPERS ATERPR WATERPROOFING w/ (2) 5/8"0 M.B. 3/4" PLYW. w/ ___ . NTHRU JOIST EA. SIDE WATERPROOFING 3/8" STIFF. �j' 1 @ 16" o.c. MEMBRANE PER ARCH'L SEE ARCH'L FOR MEMBRANE PER ARCH'L I N M N SPACING AND -111 411 h' 1/2" x 5 1/2"-\\ TYP. EA. SIDE .-1-114_,.. N GUARDRAIL - 0 1/4" 2x DECKING 2 x 12 RIM JOIST �' 02x DECKING lin --ui. (2) 10d @ 16" o.c. SEE ARCH L w/ 10d TOP 8c BOT. SEE ARCH L I.. ..I_ 1/4„ v <TYP. b ..II I EA. SIDE STAGGERED I \_ N JOIST PER PLAN 2 1 2 TYP. II JOIST PER PLAN �_ w/ 8d BLK'G T.N. T.N. w/ (3) 8d EDGE DISTANCE T.N. w/@ 6" o.c. / (3) 8d ANDERSON STRUCTURAL 1/4" SIDE t'S w/ ENGINEERING, INC. 2-PLY BEAMS 3-PLY BEAMS 4-PLY BEAMS BEAM PER PLAN BEAM PER PLAN (2) 3/4"0 M.B. (6) 2 x 6 STUD 823 GRAND AVE. LSL BLK'G T.N. PACKOUT SUITE 340 SECTION w/ 8d @ 6" o.c. GLENWOOD SPGS, CO. 81601 ELEVATION (970) 984-0320 O MULTI PLY BEAM CONNECTIONS 2 DECK FRAMING DECK FRAMING (-4-). BEAM TO COLUMN CONNECTION q " = 1,_ ( _ SC LE. 3 4 - 0 \ SCALE: 3 4 = 1 0 © SCALE: 3 4 = 1 0 SCALE: 3 4 = V-0" 1/2" x 8" SQ. ft POST PER PLAN w/ 1/4" KNIFE ft w/ (2) 3/4"0 M.B. HSS4 x 4 x 1/4 { ---- - 2x DECKING 1/2" x 8" SQ. BASE It w/ SEE ARCH'L W cv (2) 3/4" 0 ALL THREAD o DRILL (Sc EPDXY 6" EMBED. o N2 x 4 TAPERED SLEEPERS 8d @ 6" o.c. Q 1 1 H 1 , © 16" o.c. A 3" MIN. BEARING O W iiiiii • L • iii-iii-i 1111111111111111 1"--- X I 1=1 11=1 I =111=111= 8d @ 6" o.c. �..� BM. GAGE ;III11 1= w/ WV ~2xNAILER w/ EXISTG PLYW. 3/4 PLYW.WATERPROOFING �.� 0 Z 7 5/8"� M.B. @ 32" 0.0. (1) ADD'L #4 TIE @ TOP /2x BLK'G T.N. w. MEMBRANE PERIVCe STAGGERED 16 b PEDESTAL EXIST'G FLOOR JOISTS 8d @ 6 o.c. ARCH'L "' W V O w _='='=_a (4) #5 DOWELS w/ 10d EA. SIDE _ JOIST PER PLAN EXIST'G JOIST (^ (.) N"'T" 1- FIELD VERIFY �/ Ce o EA SIDE(3) 8d 'I FIELD VERIFY V I W :mi111: (3) #4 TIES EQ. SPA. II I� J Q J ��l _ EXIST'G WALL FRAMINGLSL ' SOILD PACKOUT w/ (2) 10d8c HEADER BLK'G @ 6/ o.c. II � a J� 5/8"0 M.B. @ 32" o.c. 5 @ 12" o.c. STAGGERED N / EA. WAY = W STEEL BEAM S • ..-_t_ • N PER PLAN M i11I11I (in 1111117 BEAM PER PLAN SECTION (in SEE PLAN CCI © TYPICAL PACKOUTS & NAILERS FOUNDATION DETAIL FLOOR FRAMING DECK FRAMING SCALE: 3/4" = 1'-0" 6 SCALE: 3/4" = 1'-0" 0 SCALE: 3/4" = 1'-0" 8 SCALE: 3/4" = 1'-0" ASE Project No.: 1600-06 8d @ 6" o.c. Drawn By: ADC 2x DECKING _\/,_ 2 x 4 TAPERED SLEEPERS 3/4" PLYW. w/ Checked By: LKA SEE ARCH'L @ 16" o.c. WATERPROOFING MEMBRANE PER ARCH'L Revision Date ��iI - - SIMPSON HTT4 TENSION TIE 1 COORDINATION 2-22-16 fw/ 5/8"0 THREADED RODPERMIT 3-11-16 c a • • TYP. 2x DECKING I SEE ARCH'L REVISED PERMIT 4-12-16 /I- JOIST PER PLAN COORDINATION 6-2-16 JOIST PER PLAN LSL BLK'G T.N.EXIST'G JOIST w/ 8d @ 6" o.c. 0 T.N. w/ (3) 8d REVISED PERMIT 6-8-16 1 �1�II I 11 1 EXIST'G WALL FRAMING II EXIST'G WALL FRAMING 8c HEADER (Sc HEADER SECTIONS NOTE: SEE DET. 8/S5.1 FOR ADD'L INFO. AN D �� , DETAILS SECTION SECTION ,p14 / /45` Sheet 9 DECK TIE BACK DETAIL 10 DECK FRAMINGe a* J4‘ rid SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1 35435 `r • ,‘ .1 S5 ■