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Home My WebLink About0011.95.1NOu 1/2' GYP. BOARD GARAGE R -13 INSULATION Vb" TYPE "X ", FIRE ;ODE GYP. BOARD 2x4 BOTTOM PLATE BASE 1/2" INSULATED SHEATHING tx4 STUDS * Ib O.G. I 4" 1 4" 10' -3" 4" 4" " 4" 4" 1 4" 4" I 4" 1/1' DIA. ANCHOR I I. I I UNEXCAVATED BOLT, 16" LONG /2" EXPANSION JOINT VV16 Ink I - 4" CONCRETE SLAB ON 6 mill VAPOR O.C. V THICK CONC. SLAB VARIES IC I - i ° -^- - -- - " - - ° -- 4" VINYL SIC J/ 6x6/10x10 WWM I 4 A ° I I REINFORCING �a - -- - - - -- - - _�------------------- - - - - - - FINISH GRAC \� I - - - - om11 VAPOR BARRIER i - - - ,� / '�C�C71Di2ETE SLAB I I OVER MINIMUM 4" / / -�;v °EA GRAVEL �� r - - -- — — �. MIN. GRAVEL ° OUNDATION FORM A PEA - ..MUU. � I" THICK RIGID FOUNDATION CPW. 3" CM.U. `�' �, : I `� IN5ULATION- EXTEND MIN. I I I 2' -0" BENEATH SLAB (1) COURSE 8" X 8" X 16" CMU ON � I I 12" X 24" CONT. GONG. FOOTING I 2 "44" CONCRETE iV' °° ° \� =- t 12 "x24" CONC FOOTING (2r :DOTING 12,500 PSI E) /��'� : �/� I I I I 1 U L- - - - - -- - - - - --i L- - - - - -- = ------------- - - - - -- � I I BRICK LEDGE I 4 A A 03- E — I B 0 --- - - - - -- - - - - - - - - - - - - - - - - - - - J - � I I /shlo I ( 3/4 "■ 1' -0" / R -13 INSULATION I/1" GYP. BOARD 1/2' DIA. ANCHOR BOLT, Ib" LONG 0 BASE (01-01 O.G. I/1" DIA ANCHOR 1/2" EXP. MATERIAL "BOLT, 16' LONG 0 61-0' oz. 1/2" INSULATED SHEATHING In,, INSULATED. °5HEATHING 1/2" EXP. MATERIAL BRICK TIES - REF. NOTE 13 4zz WEEP HOLES 4 48" Or- R-13 INSULATION 1/2" INSULATED SHEATHING 1/2" GYP, BOARD 1/2" DIA. ANCHOR BASE BOLT, 16" LONG i 6' -0" OTC. BRICK TIES - REF. NOTE 3 1/2= DIA, ANCHOR BOLT " LONG * 1/2" EXP. MATERIAL 6' 0" OD.C. WEEP HOLES • 48" O.G. 1/2" EXP. MATERIAL BRICK SILL FLASHING ---- -Ta"r- n 4" VINYL SIDING ----- --s'T— BRICK SILL FLASHING ar-- - -3- -r -- FINISH GRADE e0 FINISH GRADE FINISH GRADE VA ��/ VA ��\ � ��" \ / / \/� / �� \ �� •� �\ 4" CONCRETE SLAB " \ �' � V \ V' 4 CONCRETE SLAB /// e � %�%�� p / �� 4 \� /� FOUNDATION /V� /\ 4" CONCRETE SLAB / \,�� `i j�� /A�, i 4" CONCRETE SLAB '/� ;^�/ /� � 4" MIN. PEA GRAVEL CMS A 4" MIN. PEA GRAVEL \ /, % /�, FOUNDATION X FOUIDATION FOR/ � / \ \ ' � � � /� � � 4 MIN. PEA GRAVEL � o -- � ° p e 4' MIN. PEA GRAVEL C.M.U. D CM U. �\ I THICK RIGID % �/ / �� , /V !!!, e 1 THICK RIGID NSULATION- EXTEND MIN \�� " " , INSIULAT�ON- EXTEND MIN �\ �� / 12 x24 CONCRETE / 2' -fd BENEATH SLAB 2' -0 BENEATH SLAB \ ' o oe ��\ °a A �� ' FOOTING (2,500 PSI -bilk. 12")(24" CONCRETE 12 "x24" CONCRETE / \ FOOTING (2500 PSI �) �� '� � FOOTING 12 500 PSI @) \ ice\ /�\ i „ all C111.1.1. i am C.MAj. a Q C C 'T. EF3R C T o MDN'M�E C��o ��C�� ms m3 ��o �R�� G=ENERAL FOUNDATION NOTES: 2x6 OR 3x4 STUDS A 16" O.G. REQUIRED FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS OVER TWO (2) STORIES IN HEIGHT. PROVIDE OUTSIDE COMBUSTION AIR FLUE TO FURNACE. RUN VERTICAL TO let FLOOR FLOOR JOISTS, THEN HORIZONTAL TO BUILDING EXTERIOR PROVIDE FIRE 5TOP5 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 $HALL HAVE METAL GRATE COVER SEPARATE WATER t SEWER LINES MINIMU 18" HORIZONTALLY AND VERTICALLY. LOCATE SEWER LINE MINIMUM 1' -0" ABOVE FLOOR! LOCATE WATER LINE MINIMUM 5' -0" FROM TOP OF FOUNDATION WALL. PROVIDE EGRESS WINDOW (REFER DETAIL) IF REQUIRED BY CODE. SIZE, LOCATION, AREAWAY AND LADDER TO BE A$ REQUIRED BY CODE. PARTIAL LAB FOUNDATION .'ro--'LAN E 0 v a� m N 6� 39' -8" I 4" 1 4" 10' -3" 4" 4" " 4" 4" 1 4" 4" I 4" I I. I I UNEXCAVATED I I VV16 Ink I - 4" CONCRETE SLAB ON 6 mill VAPOR - -- I IC I I I BARRIER OVER 4 "(MIN) PEA 1 I --- - - - - -- - - -- - - - - -- I -- - I I GRAVEL I I -� _�------------------- - - - - - - I - - - - -- ------- - - - - - --j I I I �- - -- I r - - -- — — — — — -i I I I I I - � I I I I I I (1) COURSE 4" X 8" X 16" CMU ON I I I (1) COURSE 8" X 8" X 16" CMU ON � I I 12" X 24" CONT. GONG. FOOTING I I I I t I I I I I I I I I 1 U L- - - - - -- - - - - --i L- - - - - -- = ------------- - - - - -- � I I BRICK LEDGE I 4 4" CONCRETE SLAB ON 6 mill VA I — I B BARRIER OVER 4 "(1"IIN) PEA I --- - - - - -- - - - - - - - - - - - - - - - - - - - J - � I I I I ( v 4" CONCRETE SLAB ON - - - - - - -- G 4" (MIN.) PEA GRAVEL COO E- 9- R3"- X1b�CMtT -- - I 1 0 U BRICK LEDGE 0 1 12" X X 24" CONT. CONC. FOOTING 2' -2" N m m 1 op 4'' 1 . .- - - - -- --1 -572 "- - - ---- _ _ r r— ------- -17-Fr%4'"- ---- PARTIAL LAB FOUNDATION .'ro--'LAN E 0 v a� m N 6� 39' -8" I I v I I 1 1 I UN EXCAVATED a� 4" CONCRETE SLAB ON 6 mill VAPOR BA IER OVER 4 "(MIN.) PEA GRAVEL 1 1 v I II 1 1 I 1 --------- -- A - - -- - - - - --� I 0U L - - - -- —7,—'0" — 1 I I BRICK LEDGE I L- - - - - -- --------------- - - -- 4" CONCRETE SLAB ON 4" (MIN.) PEA GRAVEL .� .� V -6 1/2" 2' -2" 3s.-811 ELE e ATKON PLAN n, BRICK LEDGE e 4 z CIO L t 5 i ^,. `.I cc t— ..J r_ REVISIONS: 5- 25 -w,l 1 10 -n -u& C 11 -M -98: M M U p4 Q U d� m r m o YY W i] U m 0 0 v � o • „A, -rin Mon ""ry I - - -- I -- - --- - - - - -- - - -- - - - - -- -- - ----- - - - - - - -� _�------------------- - - - - - - I - - - - -- ------- - - - - - --j I I I I I-- - - - - - - -- - - - -- - - I I I I I I I I I I I I (1) COURSE 4" X 8" X 16" CMU ON I I I (1) COURSE 8" X 8" X 16" CMU ON 12" X 24" CONT. GONG. FOOTING I I I I I I I I 1 U UNEXCAVATED I I I I 4 4" CONCRETE SLAB ON 6 mill VA I B BARRIER OVER 4 "(1"IIN) PEA I I I I I ( GRAVEL----- - (1) C COURSE 4" X S" X 16" CMU ON I I - - - - - - -- G ------ - - - ---Z C COO E- 9- R3"- X1b�CMtT -- - I 1 0 0 1 12" X X 24" CONT. CONC. FOOTING N m m 1 14" 4'' 1 . .- - - - -- --1 -572 "- - - ---- _ _ r r— ------- -17-Fr%4'"- ---- --- - - - - --- I THICKENED 0 0 I I I I I SLAB , , 4" 4 4„ I I I I �r - - - - - - - -- --- - ------ - - - - -- J I I 1 -- - - - - - -- - - - - -- --------- - - - --1 1 1 ` `" I I I I I I I I I I IL - - - - -- -------- - - - - -- 0 I I 0 I I I I 0 I I I --------------- - - - - -N j I I j I I I I I I I I I I 1 1 1 1 I 1 1 4" 4" I I 1 r r I All 1 1 4" 1 10' -3" 4" 4" - - I' -10" I IS' -'1" 4" 1 - , 4" UN EXCAVATED a� 4" CONCRETE SLAB ON 6 mill VAPOR BA IER OVER 4 "(MIN.) PEA GRAVEL 1 1 v I II 1 1 I 1 --------- -- A - - -- - - - - --� I 0U L - - - -- —7,—'0" — 1 I I BRICK LEDGE I L- - - - - -- --------------- - - -- 4" CONCRETE SLAB ON 4" (MIN.) PEA GRAVEL .� .� V -6 1/2" 2' -2" 3s.-811 ELE e ATKON PLAN n, BRICK LEDGE e 4 z CIO L t 5 i ^,. `.I cc t— ..J r_ REVISIONS: 5- 25 -w,l 1 10 -n -u& C 11 -M -98: M M U p4 Q U d� m r m o YY W i] U m 0 0 v � o • „A, -rin Mon ""ry ..J r_ REVISIONS: 5- 25 -w,l 1 10 -n -u& C 11 -M -98: M M U p4 Q U d� m r m o YY W i] U m 0 0 v � o • „A, -rin Mon ""ry