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Home My WebLink About134.41.1 - Foundation Plan and First Floor FrameWC FXISTIV', WAIT SHFATHING- EXIST. 2 X 4 STUDS,0 164O.C. 1% 4 X 7 1/4" PBLOCKING 0 16' ONOTE CONTRACTOR 10' ARiLAG BOLTS ARE IUHEDDED INTSUNG STUDS OR BOX AND NOATTACHED TO SHEATHING ON2- 3/8'0 X 4 1/2' LAG BOLTS 0 5 O.0 JOIST HANGERS (TYPICAL) P.T. 2 X 10 JOISTS G 16" O.C. Y \P.T. 2 X 10 BOX DECK ATTACHMENT DETAIL Nor To av4i 12"0 GONG. j 4'-0" MIN. 23'-11 1/2" 6'-2 1/2" 12•_O" BELOW GRADE 16'-9 1/2- 12'-0" — — — — — —I— — — — — Y — --- — — — — — — — — — — — — — — — — — — — — =n Ir---- f------- --------------------I",I PROP TOP OF FND. FOR 8".C. FOUNDATION WALL WITH I I I DOOR ABOVE A BITU INDUS ASPHALT FINISH ON I I I I A 8"I X 16" P.C. FOOTING 4'-0" MIN. B LOW GRADE (TYP. GARAGE) I 1 I I I I I I I I I 90'-2" "WIIIIIIIIIIIIII mm 8" P. , FICUNDA GENERAL NOTES: 1. SLATERS PAPER OR "TYVECK" TO BE USED ON ROOF AND SIDEWALL 2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS 5. PROVIDE CROSSBRIDGING 0 'MIDSPAN OF ALL JOISTS AS REQUIRED 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED 7. ATTIC SPACE TO BE VENTED :AS PER STATE BUILDING CODE 8. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. ION ALL ITH 3'-10" Y-4" 31TUN NOU ASP ALT INIS ON W PLATE 8" WC FXISTIV', WAIT SHFATHING- EXIST. 2 X 4 STUDS,0 164O.C. 1% 4 X 7 1/4" PBLOCKING 0 16' ONOTE CONTRACTOR 10' ARiLAG BOLTS ARE IUHEDDED INTSUNG STUDS OR BOX AND NOATTACHED TO SHEATHING ON2- 3/8'0 X 4 1/2' LAG BOLTS 0 5 O.0 JOIST HANGERS (TYPICAL) P.T. 2 X 10 JOISTS G 16" O.C. Y \P.T. 2 X 10 BOX DECK ATTACHMENT DETAIL Nor To av4i 12"0 GONG. j 4'-0" MIN. 23'-11 1/2" 6'-2 1/2" 12•_O" BELOW GRADE 16'-9 1/2- 12'-0" — — — — — —I— — — — — Y — --- — — — — — — — — — — — — — — — — — — — — =n Ir---- f------- --------------------I",I PROP TOP OF FND. FOR 8".C. FOUNDATION WALL WITH I I I DOOR ABOVE A BITU INDUS ASPHALT FINISH ON I I I I A 8"I X 16" P.C. FOOTING 4'-0" MIN. B LOW GRADE (TYP. GARAGE) I 1 I I I I I I I I I 90'-2" "WIIIIIIIIIIIIII mm I � I :a` I AS EME N I P.T 2( 10 S 0 16"1 0.0 H91 4' P.C. S ----` 2 X k1pn 0 16" O.C. T OUk•1f� C� ERK L"Jl :a1, At] 9: 11 Is DECK LOCATION 24.-0.. O I �• F I a. IsI LJ ,}c 3 d I 'I A•-8" 5'-4" II I II, O.C. " y II II OPTIONALII II i `I II 4 0" kxi1 77 17 �I II "BILCO" �I I� a I I SIZE C I I j l I BULKHEAD I I I DO II II ABOVE II II II IIII II ___-____- _ ____-j I I L_ ---- -j I I L__ r I ,., .., :. - 'D I� I I I I r- - - ------ 2820 82 - - -- - -� QIE-I I i I I I 2 2 X 1's OX I - 2 10 HEA ER I, Y W�WI I 10' 12" 0. I I 2 X 8 ILL INE I III =1 I I 4" P.C. SLAB / FIBERME1jSH PITCHED p W I I TOWARDS ENTR 0 17 OWER NON-ORGANIC { MO E t"PC SI7 AS W FIB ME3H I U) (� I I cp I x. I VE NOf,yy-DRG NIC RTH I + o N IQ I I EARTH (TYPICA`Q GARAGE LAB) I .�, ( I f NPI AL gASEM .NT S B) I L <I I > IP I i A EME T , 2 0' 2" o.c. I 0 Q I IC9-I I-------------- �- I -� I I o BA EN. NT I I I Mo E 4' o SI AS / BE MES 0 ER NON OR ANI EARTH I 4 F:: L ASE EN S e) I 5, D. 5, -D I I - - - -�-- - r- - - ---� (I r __ L_ - —L I W 8' POURED CO C. OU DATA N ALL I II I i0 i 7'-10 HIG WI H BITUMINOUS , (------------- CO TIN OU P. F OTI G P-- —� — I �?. I I �4 10 tU D BE M I I Lv 1 L — SPH O ANI H F A 8" 16' ON WI E? PR MAY UR D CDO C .ETE OOTI IG D �P -- 3 II /2" NC. FILLED ROP TOP OF FND. TO ACCEPT P.C. SLAB �+ I I I I ----- ___ d + „g— R :L ._ . .. .. s;. , ` N „ .;..& 4 IY _ ,' A BEAM POC ET 4" MIN. BEARI G I ---__—_ --_ —_—___---- Y U I 2T 6 X 2 M" X I I NI _ _ _______ ______ ¢: 4,...:.. {, FOR LL L M S R A 01 INU U 1 - r __- S T FO TI G (TYP.) I ? I ----------- ----- - -- -_ ---- -------------- -----------------------------r- , P.. -- --------------- - -- w --- -- 2 x :110' ol 167 o. ------ I I I m I I I I X 101s Cd) 1 d' C.------ � N I ___ i __� P.C. L B W/ FIBS MES I I i° I ,j I VER N ORGANIC E RTH 1z"0 CONC. SECTION A __!___ i 0 o I I'--- TYPIC L 811SEM� VT SL B) I I a o ' SHEET A-4 — =, BIELOW GRADE LLED UBE a'-oMIN. �' - — I t. I I J 1- I o I I 14,-0" I I I JEFFREY A. BARNABY, CPBD CERTIF-IED PR❑FESSI❑NAL BUILDING DESIGNER 131 QUAKER MEETINGH❑USE RC1AD, EAST SANDWICH, MA, TEL. 508-888-2747 FND. PLAN & 1 ST FLOOR FRAME DUBLIN CONSTRUCTION ON_C j A-4 SECTION J -0I E EfA-3 >TENER SCHEDULE FOR STRUCTURAL 8" P. , FICUNDA 3- ION ALL ITH A 31TUN NOU ASP ALT INIS ON W PLATE 8" 16" P.C. F001 NG '-0' MIII. BE OW GRADE 0 16 (TYP GAR GE) I � I :a` I AS EME N I P.T 2( 10 S 0 16"1 0.0 H91 4' P.C. S ----` 2 X k1pn 0 16" O.C. T OUk•1f� C� ERK L"Jl :a1, At] 9: 11 Is DECK LOCATION 24.-0.. O I �• F I a. IsI LJ ,}c 3 d I 'I A•-8" 5'-4" II I II, O.C. " y II II OPTIONALII II i `I II 4 0" kxi1 77 17 �I II "BILCO" �I I� a I I SIZE C I I j l I BULKHEAD I I I DO II II ABOVE II II II IIII II ___-____- _ ____-j I I L_ ---- -j I I L__ r I ,., .., :. - 'D I� I I I I r- - - ------ 2820 82 - - -- - -� QIE-I I i I I I 2 2 X 1's OX I - 2 10 HEA ER I, Y W�WI I 10' 12" 0. I I 2 X 8 ILL INE I III =1 I I 4" P.C. SLAB / FIBERME1jSH PITCHED p W I I TOWARDS ENTR 0 17 OWER NON-ORGANIC { MO E t"PC SI7 AS W FIB ME3H I U) (� I I cp I x. I VE NOf,yy-DRG NIC RTH I + o N IQ I I EARTH (TYPICA`Q GARAGE LAB) I .�, ( I f NPI AL gASEM .NT S B) I L <I I > IP I i A EME T , 2 0' 2" o.c. I 0 Q I IC9-I I-------------- �- I -� I I o BA EN. NT I I I Mo E 4' o SI AS / BE MES 0 ER NON OR ANI EARTH I 4 F:: L ASE EN S e) I 5, D. 5, -D I I - - - -�-- - r- - - ---� (I r __ L_ - —L I W 8' POURED CO C. OU DATA N ALL I II I i0 i 7'-10 HIG WI H BITUMINOUS , (------------- CO TIN OU P. F OTI G P-- —� — I �?. I I �4 10 tU D BE M I I Lv 1 L — SPH O ANI H F A 8" 16' ON WI E? PR MAY UR D CDO C .ETE OOTI IG D �P -- 3 II /2" NC. FILLED ROP TOP OF FND. TO ACCEPT P.C. SLAB �+ I I I I ----- ___ d + „g— R :L ._ . .. .. s;. , ` N „ .;..& 4 IY _ ,' A BEAM POC ET 4" MIN. BEARI G I ---__—_ --_ —_—___---- Y U I 2T 6 X 2 M" X I I NI _ _ _______ ______ ¢: 4,...:.. {, FOR LL L M S R A 01 INU U 1 - r __- S T FO TI G (TYP.) I ? I ----------- ----- - -- -_ ---- -------------- -----------------------------r- , P.. -- --------------- - -- w --- -- 2 x :110' ol 167 o. ------ I I I m I I I I X 101s Cd) 1 d' C.------ � N I ___ i __� P.C. L B W/ FIBS MES I I i° I ,j I VER N ORGANIC E RTH 1z"0 CONC. SECTION A __!___ i 0 o I I'--- TYPIC L 811SEM� VT SL B) I I a o ' SHEET A-4 — =, BIELOW GRADE LLED UBE a'-oMIN. �' - — I t. I I J 1- I o I I 14,-0" I I I JEFFREY A. BARNABY, CPBD CERTIF-IED PR❑FESSI❑NAL BUILDING DESIGNER 131 QUAKER MEETINGH❑USE RC1AD, EAST SANDWICH, MA, TEL. 508-888-2747 FND. PLAN & 1 ST FLOOR FRAME DUBLIN CONSTRUCTION ON_C j A-4 SECTION J -0I E EfA-3 >TENER SCHEDULE FOR STRUCTURAL MEMBERS SILL OR GIRDER TOE NAIL 3- 8D 4 4-0 E TO JOIST OR BLOCKING 16D @ 16" O.C. TOLE PLATE 2- 16D N A W PLATE 2- 16D 1,000L000 1,200000 1,300 W0 1,500000 ,46b 50 TUDS FACE NAIL 1 O ® 24 O.C. MIN. HEADER TWO PIECES W 1/2" SPACER 16D 0 16 O.C. 0 EDGE )ISTS TO PLATE, TOE PLATE 3- 8D )ISTS TO PARALLEL RAFTERS 3- 10D PLATE, TOE NAIL 2-16D CORNER STUDS. 1 O 0 24 O.C. 0 RIDGE, VALLEY OR HIP RAFTERS 4-16D .S TO RAFTERS 3- 8D - O R TO JOISTS(EDGES) 8D 0 6" O.C. TO JOISTS INTERMEDIATE 8D 0 12" O.C. %THING TO STUDS EDGES 8D ® 6 O.C. TO STUDS INTERMEDIATE 8D 0 12 O.C. %THING TO STUDS GABLE WALLS 8D ® 6" O.C. F-1 E A S E FR S C F-1 E ED U I— E SUPPORTING ROOF ONLY R MAX. LENGTH SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE MAX. LENGTH MAX. LENGTH 4 4-0 N A N A 6S 6-0 4-0 NA —0 6'-0" N A 1 10 -0 9001-1.OE 3 W•m' L1-1:1192 � GRADING SPECIES OR GRADE I MODULUS GRADE RULES $UkgT TyS14?LLR&_ OF DESIGNATION AGENCY NO. I t APPEAR. ELASTICITY (SEE NOTES _ E. 1,2,3,4) 3 :oCER WID 9001-1.OE 3 MACHWE RATED LUMBER, 2 X 4 AND 1,000L000 1,200000 1,300 W0 1,500000 ,46b 50 1290�F-1.2E 13501=1.3E 1i-'SOF—1.4 i 5wF-175€— f 1 NOTY 1. Nalb,wl L..1w W IuI 1,, YacNn. RdM W W, 2 X 4 k WWr COTE I SpinNe,n N . MpacLbn B... MacNry RdDmI IDI 2 .4 t WM4r Bpg..7, WM Carat lamfiar Il wilcn BDN w MacNna RdW Wm . 2 . 4 t W"ar, MocNne Roratl JONL; 2 v 6 t WMn �t W� Wa R,pELrvi4 M4opId&, Ma 0" HI„ lar. 2 , 4 t WMr EASTERN WOODS (.ffa Ory a wda roan) SPECIES OR GRADE I SIZE MOD. OF ELASTIC" $UkgT TyS14?LLR&_ �L44.444- NO. I t APPEAR. 2 X 3 1.100A00 1 _ ---1.1AQ.Q4i_ 3 :oCER WID —_—pgpggry_ TU STUD 900000 �i O U W SCALE: DATE: PROJ. #: 1/4"=1'-O" 1,3 -MAR -2002 1205REV CUSTOM CAPE SHEET #: cQ LIVING DESIGNS 1999, 2000, 2001 /�/) LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS / COMMON LAW COPYRIGHT. THESE PLANS ARE NOT L TO BE REPRODUCED, CHANGED OR COPIED. ANY ERRORS OR DISCREPANCIES FOUND ON THESE /� PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF" `�'" LIVING DESIGNS PRIOR TO THE START OF WORK,