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HomeMy WebLinkAboutB14-0325_Nugget_S3.2_1415827860.pdf F 1,4 4 • 44 11110.0s 11/12/14 SUNDQUIS'T DsignC'rvU p /fI Structural pertie. Practical Smut . 2x4 ® 16"o.c. 2x6 ® 16"o.c. ' 2x6 © 16"o.c. / 2x6 ® 16"o.c. ' CONT. 2x TREATED Post Office Box 676 STUDWALL (TYP) 3/4" T. $ G. FLOOR STUDWALL 3/4" T. $ G. FLOOR STUDWALL 3/4" T. $ G. FLOOR STUDWALL PLATE WITH 1/2" DIA. Conifer, Colorado 80433 / SHEATHING / /SHEATHING • SHEATHING �/L ANCHOR BOLTS (303) 838-2222 phone c. (MAX.) 1/2" APA RATED / 1/2" APA RATED 1/2" APA RATED " ►—� SHEATHING ► , „ 0 SHEATHING % SHEATHING RE: PLAN • ♦ 7 • RE: PLAN RE: PLAN www.sundcjuistdesign.com T.O. SHEATHING IIII III IL STONE VENEER III T.O. SHEATHING STONE VENEER --J I T.O. SHEATHING STONE VENEER �/ 3/4" T. G. FLOOR RE: ARCH. 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SHEATHING „ RE: PLAN STONE VENEER I I 1 I IT% SIMPSON HANGER STONE VENEER I I 1 I IT% Id 00 ,► RE: ARCH. RE: ARCH. 1 / C 00 RE: PLAN T.O.W. _\ L • • / CONT. 2x TREATED / CONT. 2x6 TREATED N N 7 J L CONT. RIM BOARD L 4 x 4 x 3/8 CONT. 7 : PLATE WITH I/2" DIA. L 4 x 4 x 3/8 CONT. : PLATE WITH 1/2" DIA. cum Z RE: PLAN ^`^ ANCHOR BOLTS vir >� 6� I T.O. SHEATHING ' I= WITH 5/8" DIA. x 6" ANCHOR BOLTS WITH 5/8" DIA. x 6" T.O.W. \ / / • • CONT. 2x6 TREATED —III EXP. BOLTS 36 o.c. @ 32 o.c. (MAX.) EXP. BOLTS @ 36" o.c. @ 32o.c. (MAX.) II 1/8" I-JOIST - --1 I1 PLATE WITH 1/2" DIA. (COVER WITH MASTIC (COVER WITH MASTIC , ANCHOR BOLTS IIII / CJ L 4 x 4 x 3/8 CONT. 7 32"o.c. (MAX) PROTECTANT) PROTECTANT) WITH 5/8" DIA. x 6 _— EXP. BOLTS ( 36" o.c. L 4 x 4 x 3/8 CONT. 7 •, (COVER WITH MASTIC WITH 5/8" DIA. x 6" PROTECTANT) ' 1 y2" --A7-Fr2" -117F Y2" EXP. BOLTS © 36" o.c. / / / (COVER WITH MASTIC # 5 ® 16" o.c.. (2) # 5 CONT. # 5 ® 16" o.c. (2) # 5 CONT. # 5 ® 16" o.c. - (2) # 5 CONT. PROTECTANT) GiWL SPAGE EACH WAY TOP AND BOTTOM EACH WAY TOP AND BOTTOM EACH WAY TOP AND BOTTOM 0I/2" EXP. JOINT 0 1/2" EXP. JOINT 0 1/2" EXP. JOINT - I # 5 x L 32" o.c. - CONCRETE SLAB # 5 x_ L 32" o.c. .- CONCRETE SLAB # 5 x 1 L 32" o.c. .- CONCRETE SLAB # 5 x 5I L 32" o.c. (2) # 5 CONT. Nt ON SUBGRADE ON SUBGRADE 7.:1- ON SUBGRADE iL TOP AND BOTTOM 10" 7 10" Z 10" Date • 08/29/2014 6" CN 0 RE: PLAN / 0 RE: PLAN .NI - - • 00 RE: PLAN 0 • x CV 0SLAB0 RE: PLAN 0 • T.O. SLAB0 RE: PLAN �\ • • T.O. SLAB SDG Project No. • 14-050 0 RE: PLAN L\ _ T.O. Drawn By • SDG \ \ \ T.O.F. T.O.F. � bT.O.F. . � . � T.O.F. o�bo�b o o ... - 1-111E1 -o -111-111E1 oo a. I �� III I - oo <s g)nl I ' � — 1111 ��I_ � 51 — 1-111-11 ' - _� ' 1-111-11 ' - _-\ 0 — ' 1-111-11 ' Checked By • JDS _ I \ m\ I I \ m\ NOTE \ m\ NOTE \ m\ NOTE 4" 5" 4" 8" 8" 8" THIS WALL IS NOT TO 8" 8" 8" THIS WALL IS NOT TO 8" 8" 8" THIS WALL IS NOT TO / / / / / / / / BE BACKFILLED UNTIL / / / / BE BACKFILLED UNTIL / / / / BE BACKFILLED UNTIL Date • Issue I'-4" (2) if 5 CONT. 2'-0" SECOND LEVEL FLOOR (2) # 5 CONT. 2'-0" SECOND LEVEL FLOOR (2) # 5 CONT. 2'-0" SECOND LEVEL FLOOR 08/27/14 • Progress Set / / / / FRAMING IS IN PLAGE / / FRAMING IS IN PLAGE / / FRAMING IS IN PLAGE AND FULLY SHEATHEDAND FULLY SHEATHEDAND FULLY SHEATHED 08/29/14 • Construction r- Foundation Detail r-f;� Foundation Detail r"--1 Foundation Detail rf-30 Foundation Detail S3.2 3/4"=1'-0" 53.2 3/4"=1'-0" 53.2 3/4"=1'-0" 53.2 3/4"=1'-0" • Title • Foundation Details S3 . 2