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HomeMy WebLinkAbout0650.95.23f;is 0) COU�R�S�,1E �4''x8 XI&u GNU ON (0 o *xb "x16" c+v t t ON"C4%TN)OM,L2" DEEP x 24" WIDE' C 0WAV M FOOTING 1' 8, IV-4« IT-0 1/4" THICKENED $11-AD - _ >n� 1 v BRICK L.ED6E 1 i 1- - - - - -- -- 14' -- - -- - - - -- - _ tY ` I 14" THICK RgINfO!lGED GOPNGRETE SLAB OVER MIN. 4" GRANULAR ky _N�FIL.L (SLOPE TO OVERHEAD DOOR) , 1 1 h I t i 6RIU� LEDGE ty f -- ? 1'� I GF L --- - -- --- -------- - - - - -- -- — — -I _' _- - _ _ _ - - - -=- -- - -j- —_ - - — - - -- ------ ---- -- --- - - - - -- --- - - - - -- �_ -_= -- - �-- _j r , l 1 N 1 » / tl 1 M WX 1 i - n -0 r 3 -o ! 4 -o rt -o 208 mP)ARTOAL SLAB20) FOUNDAMCH PLAN ELIEVAMOM OuCvu SCALE: ERAL" FOUNIDATION NOTES: 2x4 STUDS 4+ I6' O.C. REQUIRED FOR EXTERIOR WALLS 4 INTERIOR 5 WALL$ ©Vt,'R TWO (2) STORIES IN HEIGHT. E OUT310t COMBUSTION AIR FUE TO FURNACE. RUN VERTICAL TO M FLOOR 40151*5, THEN HORIZONTAL TO BUILDING, EXTERIOR. PROVIDE :E 5T0P5 IN FLUE AT FLOOR 4 CEILING. N6 AAL.LS44' -O0 H16H AND H16HER SHALL BE DES16NEV BY EN&INEER 9MI I TO CITY BUILDING DEPARTMENT FOR APPROVAL. RTES ON CONCRETE ARE REQUIRED TO BE D 04000 OR REDWOOD. STEEL AREA AYS SHALL ALWAYS BE AT ELEVATION -01.50 AND ETAL &RATE COVER. ►TB WATER AND SEAM LINES MINIMUM OF IS" HORIZONTALLY 4 4LLY. LOCATE SEMR LINE MINIMUM 1'-0" ABOVE FLOOR.. LOCATE LINE MINIMUM 3' -0" FROM TOP OF FOUNDATION WALL. E E&RE96 WINDOW IF RLQUiRED BY CODE. WINDOW SIZE, LOCATION, kY 4 LADDER TO BE AS REQUIRED BY CODE. 5ULATED' 1(L. SIVIN& GRAVE • 1 dJ ATION 49 (2500 PSI F) FHOCTNo. WALL ALL �u�.=c U o ML�•'JN UIJ� SCALE: 3/4"=.i' )L.ATED SHEATHING --____ _ riE5 - REF. NOTE �3-- -- XZ5 • 40" '--- -- 5fLL 1/2" INSULATED SHEA 4 " VINYL 5101" FINISH GRADE` FOUNDATION FORIM�� / / /\ \\//// 12 "X24" CONCRETE FOOTING, (2,500 PSI F ) s D e .° �ARA(r" E WALL - -R -I'9 INSULATION SECCTO�"0-" ��\ 3 .I/2" GYP. BOARD BASE 1/2" VIA. ANCHOR 1/2" INSULATED SHEATHING--- - BOLT, 164 LONG, • b' -0" O.G. 3 BRICK TIM - REF. NOTE *5 ---. -- I42" B P, MATERIAL WEEP HOLES • 45" O.G -- - -- -8- _- -- BRICK SILL FL.ASHINS i FINISH GRADE 4" CONCRETE SLAB -- -_ -- - -Y - - - -- / , 7-\/ 4" MIN. PEA &RAVEL 1 ".THICK R&ID 10 IN5ULATN- LXTEND MIN. 2'-0" BENEATH SLAB FOUNDATION FORD/ G.M.U. 8" G.M.U. 12 "X24" GONCiR 'TE FOOTING (2,500 PSI F ) R -15 INSULATION 1/2" GYP. BOARD BASE r 1/2" VIA. ANGfIOR 9OLT, Ib" LONG * 61-00 O.G. 1/2" EXP, MATERIAL 4" CONCRETE SLAB 4 MIN. PEA 6RAVEL --a, G.M.U. I I , I I _ I I 2' -4" i I - -- I i � I I L_ I I °►a , I r__ 1 I I ( I I (1) COURSE 4 "xra "xt6" GMU ON (1) COURSE eo*wxlb" GMU I I ON CONTINUOUS 12" OMP x 24" 1 I WIDE CONCRETE FOOTIN& Z rCT { I lam 13'-4" 1"1' -O 1/4' THICKENED SLAB { 1 * - -- -- - - -- - -- i{ _ # 1 f -- -mot I _. --- --- - -- — - - ----. r_BRICK ON +- - ---- - - - - -- 1 I -., -� r { { } I PORCH 4" REINFORCED CONCRETE im9op 1 ; \ � fir! L_____ —_., - ---__— I •. I � • -._ ! I I 4" TH,- iGG RENFORGD G04REE SLAB OVER MIN. 4" GRANULAR ! FILL (SLOPE TO OVERMAD DOOIt) ( 1 I ' I � ~ BRICK LEDGE' 4�' ' iq' -8" 1.4» ' Q 1 1 L------ �`a----- - - - - -- --- " - - - -- I I �1 - - - -- _-- .. - -_ —.— —�� -- m I ! ! 14'-0" 4'-O" 10' -61 211-0" G°�aG°�`�DQ[L I�QC� IDG `�00� PLAN � 'L�E'Q700H -� ---------- - - - - -� I 1 Y 4q -8 1„011 �.�» 41�r11 I OPT. SCREENED PORCH i I 10'04 X 8' -0" I �. _ — — — — — — — — — — — — — I — — i — — — — — — — — — — — — — - - - - -- --------- -- - - -- IL— _- �;------- - - - - -- -- - -- - r---- ---- -� I I 4" THICK CONCRETE SLAB OVER Emir POLYVINYL VAPOR VARRIM ! I I (1) 4 "x&W" GMU ! I ( i ►' ON MIN. 4" GRANULAR FILL 1 I I I I ON ) &uxb"xi6" GMU " I 24 I I I 041 CONCRETE PooTlt�x i I I 15" 12' -5 5/4" 3'-O" I4' -10 1/2" 12' -00 II' -1 3/4" 4" I O �o 1- `�[i"y� ��Ir-il D ��Li-�1� - - - - _ - _ _ _ - _ - - - - - - -� THICKENED `SLAB ( I + I l I .� 1 �� - - -- - - - - -- f I 50, t/4 I-O r- - - -� 1^_ - 't---------- - - --j I "k--------- - - - --I I 1/2" VIA. ANCHOR BOLT, 16" LONG ® b' -O" O.G. 1 ��._ _ = = -1L2" EXP. MATERIAL i I CONCRETE SLAB MIN. PEA &RAVEL OX e \ \\� 8" G.M.U. kGIQRQGIE WALL oECTo 4 @ u HOUSE 1/2" VIA. ANCHOR S /8" TYPE "X", FtR>c � BOLT, 16" LON& ® CODE & BOAN� 1/2" EXP. MATERIAL 2x4 STUM & 16' O.G. 1/2" EXPAN510N JOINT i 4" CONCRETE SLAB 4" THICK GONG. SLAB - -- 4 MIX PEA GRAVEL ry 6x611OXIO Nwwt V�1 ES REINFORC.1116 \ \ \ A j" THICK RI6fD 045ULAT16 - EXTEND MIN. i 2' -0" MEATH SLAB 6mtl VAPOR BAIQROt r ,D ► OVER MIMNIMUM 4" PEA GRAVEL / FOUNDATION FORM \� 1/2" GYP. BOARD R -19 INSULATION 2x4 BOTTOM PLATE BASE 1/2" VIA. ANCHOR BOLT, 16" LONG b' -0" O.G. -- --}�r --. `— XYIC W^ET'E SLAB "�i` MtN. PEA GRAVEL 7I" THICK RI &ID IINIft"TION- EXTEND MIN. 2'-0" BENEATH SLAB 4' THICK CONCRETE SLAB OVIL'R { { 6m11 PoLyVINYL VAPOR VARRIER I ! I (1) COURSE 4 "x8 "xib" GNU ( I ON M N. 4" &RANJLAR FILL ON W COURSE b "x& "x I6" GMU 1 ON CONTINUOUS 12" DEEP x 24" W1DE CONCRETE FOOTING 1 l i I Al" 1I I I 4_ Q" 51�C1i�C — Q ►1tr U L+ A>✓R � - 1 11_ /211» � i 3 V- A - 1'3Qc _ g---- -/•' _ ' -G, - ,aj,f ' K� i t � � c v / — - - - _ -` '- _, -\ _'—\ \ _ — — \ - 1 i I I I i l — � t I - - -- - - I ( I i I I I -- " - ---- 1 '7n' -D r I ; I /1/4q11" ' _- It- ` - 7 —.1 /9- !/1 �4" 1 41I " -fill 4- " I THICKENED SLAB r-------- - - - - - - — - -- — -- - -- ------- - - - - - ----- - - - --/7*/ TH 151-1 1/2 W-41- . — — - - 4 " THICK REINFORCED CONCRET SLAig OVER MIN. 4" SRANLLAR I'LL n I (ROPE TO OVMHEAO DOORS) 41" 4» - - -- — To i_O* 4 I I 1 I C I I l 1 i 1i I I I I I l 8 4 Y = _ ry i i I I I I [a�DQ�C pI CAL �Q�'[l�l ao�oo - ENGINEE MAPS e��at D1>rMb EAU e T_ LLJ r- �G U� O� S >a Rr— cr. Z 2 .4 ARCHITO REVWM 2-6 -95 3 -7 -95 d 5/l1 COPYRIG OC F99 CENTEX REAL ESTA' COF90RAD DRAWN B POG CHECK® I •-� DATE • 9 -2� -9 JOB NO. 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