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GARAGE
1/2" DIA. ANCHOR
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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
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&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) \ \\ \
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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.
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4" (MIN.) PEA Cs RAVEL
2' -2"
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SLAB FOUNDATION
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BRICK SILL FLASHING
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