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HomeMy WebLinkAbout0449.95.24 v Q N n Q sn O Q cv N�@ a' -4" 1 IJ PI'LA TER (TYP) HB 1 "1' -411 VENT L — J r S— Q? r Im� n w 4 X �O m 4 L IF J O V Q> w pC X �O m' ' PP ILA TER (TYP) I I6 "xF ^`' PIER / x Q i V O N 36 "x36 "x 12" FOOTING W(3) #4 BARS E V H / m �1 -011 — VENT — — — a — I6'x8" PIER I 4_1 LI_ 36 "x36 "x 12" O I I FOOTING W/(3) #4 BARS E.W. I _v o O X'w a u- m 11 1/4' � ACCESS PANEL VENT f- �I I / I I F LVL BEAM �- -1 r- rl L J J L PILASTER (TYP) y r L — o� 111/40 � LVL BEAM N i N L J L ,� J PILASTER (TYP) y i 16 "x8" PIER 36 "x36 "A 2" FOOTING W/(3) #4 BARS E.W. , PORCH 5LA8 to — — — — — — — — — — — — NOT EXGAVA ILLL ry / -- i / ,I \ GARAGE 5LA8 \ NOT EXCAVATED / I � / II HOLD BLOCK DOWN �6ARA6E DOOR OPENING I I m 221 p i I' / SLOPE 211 \ � I / \ I► - - -- _-------- fi- -rti4 22' -0" 31_/1p 251.011 54'-10" r ibl -ip 'Q v. 0 N __Jllil Q u� " N d) 0 FOUNL;)ATIOil NOTES: I. ALLOWABLE 501L PRESSURE 2000 P51. 2. FLOOR SLAB AREA5 TO BE GOMPA4:TED TO q5% MAX. DRY DENSITY. 3. STANDARD BA5EMENT AND GARAGE SLAB TO BE 4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER 4" GRAVEL FILL. 4. 5TRUGTURAL CONCRETE FOOTINGS TO BE 2500 P51, 5LA55 3500 P51. 5. BOTTOM OF ALL FOOTIN65 TO BE 5ET BELOW LOCAL FR05T LINE. 5EE DETAILS. 6. PROVIDE ANCHOR BOLTS 1/2 "D I A. x 10" 5TARTI N6 ® 6" FROM EACH CORNER ® 6' -0" O.G. AND AT EACH 51DE OF ALL OPENING5, MIN. (2) PER PIECE OF 51LL. -7. CRAWL 5PAGE: A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL POLY VAPOR BARRIER. B. DEPTH OF CRAWL TO BE MIN. 2' -0 ", BOTTOM OF J015T TO GRAVEL. ®MASONRY COND. E PROVIDE 4 6lX4" MA50NRY LEDD6E MAIN LEVEL FIN. FLR, _ TOP OF FOUND. WALL DETAIL SOD BULL YARD r i 50ALE: 1/4" = I' -•O" NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. u I6'x8" PIER I 4_1 LI_ 36 "x36 "x 12" / I I FOOTING W/(3) #4 BARS E.W. I o r L — o� 111/40 � LVL BEAM N i N L J L ,� J PILASTER (TYP) y i 16 "x8" PIER 36 "x36 "A 2" FOOTING W/(3) #4 BARS E.W. , PORCH 5LA8 to — — — — — — — — — — — — NOT EXGAVA ILLL ry / -- i / ,I \ GARAGE 5LA8 \ NOT EXCAVATED / I � / II HOLD BLOCK DOWN �6ARA6E DOOR OPENING I I m 221 p i I' / SLOPE 211 \ � I / \ I► - - -- _-------- fi- -rti4 22' -0" 31_/1p 251.011 54'-10" r ibl -ip 'Q v. 0 N __Jllil Q u� " N d) 0 FOUNL;)ATIOil NOTES: I. ALLOWABLE 501L PRESSURE 2000 P51. 2. FLOOR SLAB AREA5 TO BE GOMPA4:TED TO q5% MAX. DRY DENSITY. 3. STANDARD BA5EMENT AND GARAGE SLAB TO BE 4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER 4" GRAVEL FILL. 4. 5TRUGTURAL CONCRETE FOOTINGS TO BE 2500 P51, 5LA55 3500 P51. 5. BOTTOM OF ALL FOOTIN65 TO BE 5ET BELOW LOCAL FR05T LINE. 5EE DETAILS. 6. PROVIDE ANCHOR BOLTS 1/2 "D I A. x 10" 5TARTI N6 ® 6" FROM EACH CORNER ® 6' -0" O.G. AND AT EACH 51DE OF ALL OPENING5, MIN. (2) PER PIECE OF 51LL. -7. CRAWL 5PAGE: A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL POLY VAPOR BARRIER. B. DEPTH OF CRAWL TO BE MIN. 2' -0 ", BOTTOM OF J015T TO GRAVEL. ®MASONRY COND. E PROVIDE 4 6lX4" MA50NRY LEDD6E MAIN LEVEL FIN. FLR, _ TOP OF FOUND. WALL DETAIL SOD BULL YARD r i 50ALE: 1/4" = I' -•O" NOTE: REF. STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. 6� u I 4_1 LI_ � a 6� G� 0 2 S I- MAY 8, 1985 I 4_1 LI_ G� 0 2 S I- MAY 8, 1985