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Home My WebLink About32 Leeward Run - Foundation & First Floor Framing... ��"'n"""°`/DECK ATTACHMENT DETAIL URE 23'-3 1/2" 53.-0". '-1.1'-81/2" 18•-0" ... ��"'n"""°`/DECK ATTACHMENT DETAIL URE 23'-3 1/2" . FO '-1.1'-81/2" 18•-0" ' 9•-0" 14'-3 112- HIG WITH 5'-10 1/2-,, 5'-10" UMIN 114-0 a`-o.. I I o —BEAM ABOVE FOR 2ND FLOOR FRAMIN x NISH Ij iDROP TOP 8" X 16" OF FND. OUS P.C. I i e IN ) I ,5® —1 8 1 a . ..i*b, te`n o 'fi-------- 'k' r --T r------------- ----� 3- 2 X 4'-3 1/21 4 0" 6-" HNDSTEP DEC ATT CHME D F 0 0 °h1 .i L— — — — TAIL 3- 2 X 10'S WOOD BEAM24 j'`' —LMOKE1.1 — — — 24 10 tBEA 10 4 4'- CONC "MIN. FILLET BELOW SLAB W/ BERMESH ,, OVER NON-ORG IC EARTH 3 I I 49 1 4 49 1/ lQ1floo'' 30 1 A. ) / P.. 2 8 2 X 10 W OD D i i R .; I°GI TOTAL I INT RI AS MET 4'- RE 14 a'- I a" I CONT. P.C. FOOTING T 2 X 8' REQ 1 6' IN ... ��"'n"""°`/DECK ATTACHMENT DETAIL URE CON . FO NDAT ON W ' � '-10' HIG WITH A BI UMIN I I I o —BEAM ABOVE FOR 2ND FLOOR FRAMIN x NISH Ij iDROP TOP 8" X 16" OF FND. OUS P.C. I i e IN ) I ,5® —1 8 1 3- 2 X 10'SBEAM 4 0" 6-" HNDSTEP DEC ATT CHME D F 0 0 °h1 .i L— — — — TAIL 3- 2 X 10'S WOOD BEAM24 tBEA 10 3 2 30 1 8 49 1/ lQ1floo'' D i i R .; I TOTAL INT RI AS MET RE 14 3.7 . a" I CONT. P.C. FOOTING I I REQ ]RED IN OW AREA = 9. 7 S. F. b —" 2-0 14-0-------- :.;.; L ------- —J ------- ... ��"'n"""°`/DECK ATTACHMENT DETAIL — F7 L - _L - J- 8`' 4 To- ., I . . F 0" i! 01 4" P.C. SLAB W/ FIBERMESH PITCHED v. I TOWARDS ENTRY 0 1% OVER NON-ORGANIC apRTH (TYPICAL CARACE SLAB) '" 1 B" P.C. FOUNDATION WALL ' I I ON A 8" X 16" P.C. FTG. r 4'-0" MIN. BELOW GRADE I I L__ -J PITCH 1 % MIN. OWARDS ENTRY _ v = i DROP TOP OiF FND. TO ACCEPT P.C. SLAB Y I L —_— —_--- -- _--------- — i _-- —-------------- I —20'-6"^X 18 PO RE CONCRETE APRON ` — r1� I W-6" ]'-6" - 9'-6" U•'31 it Ifs. Ill 111 In JEFFREY A. BARNABY, CPBD CERTIFIED PROFESSIONAL BUILDING DESIGNER 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. TEL. 508-888-2747 4'-0" 1, 2'-4" T MIN BE RING �a W4 1/ "0 C NC. QI NO FILL D STEEL } 3- X 1 5 1 LU N O_P{ A_C NL _ ti WI L 6I�°A (TY GIRT 1 O I 0 I I a' o' -10 a 10" To" I I I I a' -s" i 13'L1E!_ II I 3•_6 o I I I 1 I L�1.---I ---1 2 X IOS I OOD BEAM — — — —i TYP, IRT) 3 1/ '0 CONC I CO IC FI LED 'TEEL ----F COU ON N A CONT. ----) 4 P.C. SLAB W/ F BER SH 24" 1C" P.0 FTG. ( P_)---� 0 ER N N-0 GANI EAR H ( PICA BAS MENT SLABI fl ---- It I SM KE � I 8" P URE CON . FO NDAT ON W I � '-10' HIG WITH A BI UMIN I I I o —BEAM ABOVE FOR 2ND FLOOR FRAMIN x NISH Ij iDROP TOP 8" X 16" OF FND. OUS P.C. I I FOR DOOR II I I PLANS ARE TO BE BROUGHT TO THE ATTENTION OF ",11111oe a.,. ,�. .,�wov — F7 L - _L - J- 8`' 4 To- ., I . . F 0" i! 01 4" P.C. SLAB W/ FIBERMESH PITCHED v. I TOWARDS ENTRY 0 1% OVER NON-ORGANIC apRTH (TYPICAL CARACE SLAB) '" 1 B" P.C. FOUNDATION WALL ' I I ON A 8" X 16" P.C. FTG. r 4'-0" MIN. BELOW GRADE I I L__ -J PITCH 1 % MIN. OWARDS ENTRY _ v = i DROP TOP OiF FND. TO ACCEPT P.C. SLAB Y I L —_— —_--- -- _--------- — i _-- —-------------- I —20'-6"^X 18 PO RE CONCRETE APRON ` — r1� I W-6" ]'-6" - 9'-6" U•'31 it Ifs. Ill 111 In JEFFREY A. BARNABY, CPBD CERTIFIED PROFESSIONAL BUILDING DESIGNER 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. TEL. 508-888-2747 4'-0" 1, 2'-4" T MIN BE RING �a W4 1/ "0 C NC. QI NO FILL D STEEL } 3- X 1 5 1 LU N O_P{ A_C NL _ ti WI L 6I�°A (TY GIRT 1 O I 0 I I a' o' -10 a 10" To" I I I I a' -s" i 13'L1E!_ II I 3•_6 o I I I 1 I L�1.---I ---1 2 X IOS I OOD BEAM — — — —i TYP, IRT) 3 1/ '0 CONC I CO IC FI LED 'TEEL ----F COU ON N A CONT. ----) 4 P.C. SLAB W/ F BER SH 24" 1C" P.0 FTG. ( P_)---� 0 ER N N-0 GANI EAR H ( PICA BAS MENT SLABI fl ---- It I SM KE � I 8" P URE CON . FO NDAT ON W LL 1� '-10' HIG WITH A BI UMIN US © LIVING DESIGNS 2001 ASP ALT F NISH ON A 8" X 16" ONTI OUS P.C. FOOT111 C P. �aaas�mm��a� it 20 CONG. FlLLED 'ON ---- '-0• MINI BELOW RADE 1 i ,2-0 " 2 -11" 3'-10" 4' 1--_ _ 4 -10' 4'-10 53'-0" FND. PLAN 8c 1 ST FL. FRAMING BOB DUNPHY DUBLIN CONSTRUCTION S. YARMOUTH, MA 02638 I N 0 a I 4 t CALE: DATE: PROJ. #: 1/4"=1'-0" 1 22 -JAN -2004 1� , SHEET #: © LIVING DESIGNS 2001 LMNG DESIGNS HEREBY EXPRESSLY RESERVES ITS _ COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED OR COPIED. JA ANY ERRORS OR DISCREPANCIES FOUND ON THESE PLANS ARE TO BE BROUGHT TO THE ATTENTION OF ",11111oe a.,. ,�. .,�wov OF