Loading...
HomeMy WebLinkAbout0251.95.1V2' GY)b. BOARD R -IS plu"TICN • GARAGE 1/2" DIA. ANCHOR I R-13 INSULATION tr2 GYP. BOARD 5/8" TYPE •X ": FIRE !LASE BOLT, 6" m�a • CODE GYP. BOARD t 2x4 BOTTOM PLATE VP'DIA. ANC14OR 1/2" EXP. MATERIAL SASE DOLT, f6" LONG • -I/2" IN.&LATIND SHEATHING 2x4 STUDS • 16" OL. I/2" INSULATED SHEATHING 6'-O' Ojc. I/2• NSULATED SHEATHING-- � 1/2" DIA. ANCHOR I*' EXP. MATERIAL. BRICK TIES - REF. V2" EXPANSION JOINT BOLT. " �O Or_ WEEP HOLES • 48" OrC. 4" THICK GONG. BLAB VARIES — --"� —+ —'s'"— 4" VINYL SIDRJG - - -= Tom'! —s' 4" VINYL SIDING _ i - -T�r— ° ' BRICK $ILL FLABHING UI/ 6x6/10x10 W1U 1 f . °� ► FINISH GRADE R£R4ORCING FINISH GRADE FINISH GRADE r \ / \ ' / &mil VAPOR BARRIE / \\ \ " /g%�S TE SLAB , \ \� �\ /� \� \ \/\ t- =Y / \\ \\ �\ / \ \/ /// /// /// PEARGRAVEL 4 / \ \ \ MIN. PEA GRAVEL \�\ / / \ / / \ \ \ \\/ \\ \\ 4" \\ FOUNDATION FORM �/ / / ; \/ // // ° ► 4" CONCRETE GLAB \/ ° D \\ \ 4" CONCRETE SLAB / \ / / \ / / \// ► \// C.M.U. / / ° / \/ FOUNDATION FOR \\ \\ \\ \\ \ FOUNDATION FORS // 4" MIN. PEA GRAVEL FOUNDATION \ \ \ In THICK RIGID CM / ► p ° 4• M61. PEA GRAVEL C1 11.1. o \ . 8• CM1J. //\ b \/� INSULATION- EXTEND MIN . \\ \ \ \ //\ ° ► \� I" THICK RIGID // P °, \ \� /N 2'-Vu ENEATH SLAB TION- EXTEND MIN \ / / \/ /\ ► \/ / / 2 -® DEI�ATH SLAB \ \\ / ►° / 12"x24" CONCRETE 12 "x24" CONCRETE ° \\ \ 12'x24" CONCRETE ►° // 12 "xZ4" CONCRETE \ / \\� \ o \\ ,/\ \/ \/ / \/ FOOTING (2,500 PSI E) \ \ FOOTING (2,500 P61 Is) \ ° �\ FOOTING (2,500 PSI E) / / FOOTING (2,5(0 PSI E) \ \\ \ �C�C T. � S IDINQ m3 �E��c � "DC�DN`3 CC��To CC�Q���C SEC u . ® Or% %:RN m '•1' -0" lh 3/4 "•1' -0" IG IC 3/4 ".I' -0" 51 m 9 n GENERAL FOUNDATION NOTES: 2x6 OR 3x4 STUDS • 16" O.C. REQUIRED FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS OVER TWO (2) STORIES IN HEIGHT. PROVIDE OUTSIDE COMBUSTION AIR FLUE TO RJRNACE. RUN VERTICAL TO lot FLOOR FLOOR JOISTS, THEN HORIZONTAL TO BUILDING EXTERIOR. PROVIDE FIRE STOPS IN FLUE AT FLOOR AND CEILING. RETAINING WALLS 4' -0" HIGH AND HIGHER SHALL BE DESIGNED BY ENGINEER AND SUBMITTED TO CITY BUILDING DEPARTMENT FOR APPROVAL. ALL PLATES ON CONCRETE SLABS -ON -GRADE ARE REQUIRED TO BE TREATED WOOD OR REDWOOD. TOP OF STEEL AREAWAYS TO BE AT ELEVATION -0' -5" AND SHALL HAVE METAL GRATE COVER SEPARATE WATER ! SEWER LINES MINM IS ",HORIZONTALLY AND VERTICALLY. LOCATE SEWER LINE MINIMUM 1' -0" ABOVE FLOOR* LOCATE WATER LINE MINIMUM 5' -0' FROM TOP OF FOUNDATION WALL. PROVIDE EGRESS WINDOW (REFER DETAIL) IF REQUIRED 15Y CODE. SIZE, LOCATION, AREAWAY AND LADDER TO BE AS REQUIRED BY CODE. n i 4" 4.1 I 4" I I 10 -3., 4" 4" i'_10' ' IS' -i" 4" I I 11 I I 1 UNEXCAVATED 1 1 ( { 4" CONCRETE GLAS ON 6 mill VAPOR I I BARRIER OVER 4 "(MIN.) PEA I I j I I I GRAVEL I I _J I I I L-- - -- ------ - - - --� 1 1 1 I I BRICK LEDGE - - - - -- - - - - --J IL - - - - -- ------------- - - - - -- J I -- — — — — ------------ - = - - -- —� 4" CONCRETE SLAB ON 4" (MIN.) PEA Cs RAVEL 2' -2" 10' -10 1/2" V -6 I/2'- 20' -3" op 3431-80 SLAB FOUNDATION ARTIAL PLAN ELEVATI ON "B" met of = f� R c��,�`, s v CIS �o m E I** NSULATED SHEATHING \ 1/2" DIA. ANCHOR BOLT, 16' LONG • BRICK I ft REF. NOTE 'S 1/2" EXP. MATERIAL IwOEP RXES • 48. OrG J BRICK SILL FLASHING FINISH 9WADE • . f�,,� �4 4" CONCRETE SLR ` \\ \ \ \ 4" CON GM ATION j` ° j \ 4 MIN. PEA GRAVEL . \` \ \\ \ \/\ /\ \\ j 4" MIN. ' \ ► \ �. INSULATION 12 "x24" CONCRETE FOOTING (20" "11 all C.MIL �Uuo e n:: RI" 22' -9" 1 CA I I r► v L - - - -- — - -J I' 6' BRICK LEDGE I L - - - - -= --------- - - - - -- --�-_- �- -- - - -- — — — — — — — — — — — — — — — — - 4' CONCRETE ILAB ON 4• (MFU PEA 0 VEL 2' -2" 10' -10 V2° 8' -6 1/2" 20' -3" \DRIC2C LEDGE on • ( I {� — 1 r -- -- - - - - -- ----- - - - --� I r ! - - -- - - - - -- - -J =4j ' — — - - -- --- -- I I 1 I I I I I I ' 1 I (1) COURSE 4" X 8" X 16" CMU ON Q I { I (1) COURSE 8" X 8" X 16" CMU ON o 12" X 24" CONT. CONC. FOOTING ! I 1 ' 61 I I UNEXCAVATED I I 4" CONCRETE $LAB ON 6 mill v ' I BARRIER OVER 4 "(MINA PEA I 1 L- GRAVEL----- (U --717 4" X 8 "X16" CMU ON - - - - -- I 1 -__ - -- - - - - -- -- - - - - -- 8" R S" -X �" Cl"RT { I 0 12' X 24" CONT. CONC. FOOTING { m N m 14" 4" 1 - - -- -- ldr- SP1'r' - - - - -- _ Ir------- ge0,--- -------- iT*- SiTd*'— —_ -- — — — — — — — ' ' THICKENED I I SLAB v / 4„ 4" r I 1 — - - - - -- - - - -- - - - -- --I I 1 I 2 r--- - --- -- - - - -- --------- - - - --I 0 2 -0 -0 I I I 10 1 U I I I_ - - -- -------- - - - - -- 1- --J 1 I I N I I I ' i------------- - - - - -- I I I I I 1I (- 1 4" 4 11 1 1 4" ! 4" 4" 10' -3" - 4" Li.4u �' -10" IS' -i" 4" ! 4" I v I I I I UN XC VATED ; I I 2 6) I 44 CONCRETE SLAB ON 6 mill VAPOR I I I 1 SAP ER OVER 4'(MINJ PEA GIVVEL ' 1 I 1 I L- - -- ----- - - - - --- - - -- - - - - --� I ! { v I t 1 CA I I r► v L - - - -- — - -J I' 6' BRICK LEDGE I L - - - - -= --------- - - - - -- --�-_- �- -- - - -- — — — — — — — — — — — — — — — — - 4' CONCRETE ILAB ON 4• (MFU PEA 0 VEL 2' -2" 10' -10 V2° 8' -6 1/2" 20' -3" \DRIC2C LEDGE on •