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HomeMy WebLinkAboutPlans6u W L.0) G- -5c7-5t4teS F(ZOA r' ?S-' Fes. oi 1 1-01- 1,4 e 21- F Rad&Si r, r C..t S ,/ 2s`leRet gne:554Z,er—r JAle r 1 sC Cl/UCH S,TE- 036_c -k. , . , 7- U) U CEA'173t F c„( A.1 C- #` 5 T / r Soo' co' co" to o r`3��}L 2 S C s' GENERAL' NOTES 1. All work and material shall be in full accordance with the latest applicable codes and regulations. Nothing in these plans or specs is to be construed to permit nonconforming work or materials, 2. DO NOT SCALE DRAWINGS. USE DIMENSIONS- LISTED. ' 3. Contractors shall verify all dimensions and conditions on the job before starting work. 4. All windows shall be dual glazed unless noted otherwise. 5. All framing lumber shall be Hem or Douglas Fir No. 2 or better, studs shall be standard Hem or Douglas Fir or better, subject to local codes. 6. All foundation plates shall be pressure treated wood or foundation grade Redwood. 7. All wallsshall be fire stopped with 2" nominal wood or other approved material at floor, ceiling, and at intervals not to exceed'8 foot max. (vertically between floor and ceiling.) 8. All dimensions are taken to stud face or center line of stud. 9. All concrete shall be minimum tested as 3000 p.s.i. in compression at 28 days. 1.0. All concrete shall be class D (3/4") 5 sack mix. 11. All flat work concrete to be fiber mixed. 12. Provide bracing at each comer and each 25 foot at all stud walls with 1 x 6 let -in bracing or shear bracing per U.B.C. section 2517(A)3. . +r! C'S'R12 ?c[6s-si -6-- SPA cc -s 7 r7 i lav« 0 4...e e -erMe `7-- ,AfEs/2 4i/ c/,u i rr SITE !/ ci /o /f.1 F� it)/ 17--) 9firz-/D3 /V-2,210 3. 6/04,1 g y7z/4 y / C1,cc r�AC-F 1 0 62. 40,1 /1 k 14) e 2x6 STUDS 0 1'--4 0.C. 2x4 CONT.' PLATE WITH • 1/2",t) A.B. 4'-0 O.C. 5—#5 CONT. 4 3/8" JOINT MATERIAL, 4" CONC. SLA ON 4" GRAVEL. ca 0 N k !,:� ..tq,�.Ir.,.��;:�. iliti� 4• . L4;41 :10,44 yes f.NJ J 2'-0 2'-0 2'—O PROVIDE COMPACTED FILL. RE: SOILS REPORT. AA • -! /- -6`' 1: L 00/ c3 IA)TEdeIb-. C •Cio LLS ere // -6 t ~ V .67 O? Of 2x6 STUDS ® 1'-4 0.C. - 2x5 CONT. PLATE WITH /."4 A.B. 0 4'-0:0.C. 203 z 0 1, 3/8" JOINT MATERIAL. 4" CONC. SLAB ON 4" GRAVEL, (3/4" MINfJS) f= o o riAJC - 6" 2 #5 CONT. S`r`trMLtlA LL OET/91I—. I GS u:.r ,E, +.•'^+�'�✓S. d' r:'i-.^s•.'+Y'5`,^ 3-x4a�'.'I'`"„"'c .•.s t•..�•�'-^°�a`.ti NOTE: Foundation design is based on /SCOW per square foot. A soil sample has been taken and tested by a competent Geotechnical Engineer. Foundation has been designed according to the recommendations of this engineer's report. Ot Uv se te.0 5►�iVE COQUFCTIO,J To Potr Q *y 43afks Q 9 0° 2..' -r-Arr L &vx, S SAWCUT E" DEEP AT 4" SLAB WfTHIN 'r?. HOURS MAX. AFTER POURING CONCRETE AND FILL WITH POURED JOINT FILLER. NOTE. 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