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HomeMy WebLinkAbout134.41.1 - Foundation Plan and First Floor Frame (2)SEN�RAL NOTES: r11�rp■�I�� �■I■�I■��'N'����I■ 1■.1■.1■i■ilrre■�ii ■�■moi■��ru■�a1 CON 1. SLATERS PAPER OR "TYVECK" TO BE USED ON ROOF AND SIDEWALL W¢4'L 2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE 1/.Irl 1■II■I■.1■1■1/.1■t■ 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED HIGH 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS 'M`JOIis € 5. PROVIDE CROSSBRIDGING ® MIDSPAN OF ALL JOISTS AS REQUIRED 16D 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED LLT F . 7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE 8" X r 8. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, _ I THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND IOUS REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. �.) i ` CONT. RIDGE VENT - _ 2 X 12 RIpGE BOARD i ASPHALT OR F.G. ROOF SHINGLES OVER APPROVED SH'.NGLE BACKING (15 #F -LT) OVER j-2 X 6 X 4' @ 16" O.C. - 1/2" EXTERIOR PLYWOOD (FIR)OVER .1,4 ROOF RAFTERS (ttPICAL) 2 X 8 X 14' @ 16" O.C. - 2-16D \ \\ 12 BUILT-UP CORNER STUDS. 2 o'N 2 X 10 X 20' @ 16" O.C.-\ X 8 X 17 \ 1ft" O.C. 5 EDGE Y!e OR SOFFIT 3- \ VENT 1 9" R-30 F.G. INSUL.- SKIMCOAT PLASTER OVER 1/2'\ \ 8D _ . SLUEBOARD OR 1/2" GYPSUM \ \\ - OVER 1 X 3 STRAPPING @ 16" O.0\\ \ SD ( ("YPICAL CEILING F'.NISHES) O.C. 12 / TYPICAL WALL CON�J2UCTNQfI F WHITE CEDAR SH NSLN @ 5 1; 2" T.W. O.C. 11 - - 04ER iYVECN' 0''!LR 1 E RIOR o, I I BEDROOM PLYWOOD OVER 2' X 4` � ��S'TTIIDS l 0 16" O.C. WTH 2 TOP AM1D 41 BGVOAI 8D PLATE = 7'-8 1/2" STUD WALL\ \ O.C. DRIP \ \ t4 EDGE \ --------------- OR \ \\ SOFFIT—.___ O J f r VENT 2 X TO'S @ 12" G C 2 X; 0'S @ 16" O.C. SKIMCOAT PLASTER OVER 1/2" r _ T____. ELUEBOARD OR 1/2" GYPSUM P.. . Fo Tu k .) OVER 1 X 3 STRAPPING @ 16" O.C. I I (TYPICAL CEILING FINISHES) M. BEDROOM M. BATH TmkicrosrRCTx1 - ------ _ _ -' -- - --- ---- - ------ - —7 -------------- ----------- ---' wk C Jtn wisLES 0 5 Ir 1.W. ' 1/2" R-13 F.G. INSUL CTR Wh.Cr C00 119* P"F �3 PLYW'Y9 MR 2" X 4 X 7 B 518' S 6" R-19 F.G. INSUL - 0 IE' 0°. 'Y'H 2 TOP PC 1 R _110i t {/ ,,- _ - PIA7E - 8-1 1/8' STLC R,L I. / �3/4" T & G PLYWOOD OR OSB SUBFLOOR $2_�2$Z>? 2 X t0'S © 12" O.C.i 2 X 10'S @ 76" G 4- 2 X 10'S WOOD BEAM y �.. ° 3 1/2" CONC. FILLED STEEL COLUMN SEE FIND. FOR SPACING �8" P.C. FOUNDATION WALL BASEMENT r: 4" P.C. SLAB KF 30" X 30" X 12" P.C. FOOTING OR 16" X 8" CONT. P.C. STRI- - �`- 8" F.C. FOC"ING SECTION D WOOD CUPOLA T LEFT ELEVATIO1 0 I 0 23'-11 1/2" 8'-2 1; 2.. t2._0�. 24''D" L--'- ------ —f— 9'-5" 5'-0 -------Z4 -0 3'-4" 16'-9 1/2" - 12'-0" F -I• — — — — —— —-ti .0 T11 ------------------------------ L--- 1 A 61? JINOJS ASFH T flNl H ON I I — — — — — — — — — r _ --- Fill s' c. FoNCAn N xaL11 wrHA 8 X 16 PC. F 0 ING 4 -0II I I' I NIN. 108 ADE ( P. Gr AGE) j I I I i 6" PTURED r11�rp■�I�� �■I■�I■��'N'����I■ 1■.1■.1■i■ilrre■�ii ■�■moi■��ru■�a1 CON C. FO(INOATI)N W¢4'L ON 8' JC 1/.Irl 1■II■I■.1■1■1/.1■t■ �■ 1■■I■t1■■ HIGH ■Llrl lrll■1■.1■IL1 1■.1' 007 'M`JOIis T LEFT ELEVATIO1 0 I 0 23'-11 1/2" 8'-2 1; 2.. t2._0�. 24''D" L--'- ------ —f— 9'-5" 5'-0 -------Z4 -0 3'-4" 16'-9 1/2" - 12'-0" F -I• — — — — —— —-ti .0 T11 ------------------------------ L--- 1 A 61? JINOJS ASFH T flNl H ON I I — — — — — — — — — r _ --- Fill s' c. FoNCAn N xaL11 wrHA 8 X 16 PC. F 0 ING 4 -0II I I' I NIN. 108 ADE ( P. Gr AGE) j I I I i 6" PTURED R2 C b�P A � :UOVS.C. CON C. FO(INOATI)N W¢4'L ON 8' JC YJA' x 16" �TYP;) -10 HIGH WITH'I A BC 'M`JOIis _��-�_ 16D ASPH LLT F VSH�N A 8" X 15" _ DNTIN IOUS P.C.POOTIP1 �.) --- i 1 i BA EM _NT I i — I 160' I I I I I II. ----------- ------------------- ----- I I P. 2 1 'S 16 O.G. I 1 O.0 1 j< 2 1 S @ 6' I I I I "AOKE r ----- PROP TOP OF-'�—-----------------r-------'—, I �` LrJ I I 4 P. SLA / F18ER4ESH FND. FOR HTIW JJAW VOITAGNU01 D.9 "8 1 I - I I DOOR.ABOVE 1,10 H21NIP TJAH92A. 2UONIMUT18 A I 1 —0 ER ON- RGP.NC EA TH I I { "0-'A OL41T003 D.9 "8r X "8 A I I ( PIC L BA BASEMEN' SLA) I i - (30ARAO .9YT) 3CA90 WOJ39 .NIM �' I I I I • I — 1 3•-4., I I —— ---- — —LI— ! - --- -- --�— — — — — — — — — — — — — — — — — — —--------- -- —X820 =� u - 2820 *- 1 i I 1 �4' P.C. SLAB W/ FIBERMESH PITCHED I I I I -HEAVER, I I II -2 10 ' TOWARDS ENTRY A 1% OVER NOP, -ORGANIC IC yi 8 L R� 1 X 110 1,2 " I EARTH (TYPICAL GARAGE SLAB) /\) NO �\ 4 P SJ� W/ BE= ME OVER :0'1- ROAN E, .T Ed EVEN SL B) ) qSVOK- A EME T2 Q's 10 6^ O.0 10" 5'-0" 4 4" I BASEMENT - ----------- � ,� 4 P. s s i IBE MES ( R "Nor -GF AN• EARTHT- 1 i PI LL ASE EN SL 9) 5 10' I I I _ _ _ _ _ __�__ _ _____ _�� _ _ _j r _ P r - I I _ BI -AY (CK. 4" WN p�RIfJC of I II I 1 DROP TOP OF FND. TO ACCEPT P -C. SLAB PC,Y R2 C b�P A � :UOVS.C. CFO F. ,"TH SH NDA A ETjV'JOU N 0 ON 8' JC YJA' x 16" �TYP;) 16D c -- 4 0S OOD 13E I I m I ---------- \_3 1,2 m C N_. FILED L__________ ______7—_i____________ 1_1 _ _ ---___ _ WA L 16D _ __ WITH _��-�_ 16D (SEE NOTES _ �__�__. 16D ISI-' _ J-1-- 6" O.C. MIN. BUILT-UP HEADER TWO PIECES W/ 1/2" SPACER --- C. FTY _ CEILING JOISTS TO PLATE, TOE PLATE i I CEILING JOISTS TO PARALLEL RAFTERS 3- .10D .1,4 RAFTER PLA -7, TOE NAIL 2-16D - ; BUILT-UP CORNER STUDS. 2 o'N - N of " X A 1c RAFTER TIES TO RAFTERS 3- 81D 4" SUEFLOOR TO JOISTS (ED^ 8D @ 6' O.C. 1 I SD 1 I O.C. 1/2" SHEATHING TO STUDS EDGES 8D @ 6" O.C. SHEATHING TO STUDS INTERMEDIATE 8D @ 12" O.C. 112 SHEATHING TO STUDS GABLE -WALLS 8D @ 6" O.C. i --------------- _ T____. P.. . Fo Tu (Tr .) - - ------ _ _ -' -- - --- ---- - ------ - —7 -------------- ----------- ---' I I I o I I I NI I 2 X 1 1 WS @ 1 C' I I I X 10'S � � I , 16" O.C. - -- P. . Ld9 `J/ F r RES t2"m CO.NC LS�T_lON A 1 _ I -_ti 1 I rfR t�9'0 ALS �a.Nlc a sE VENT EA sLA T-+_- "o FL.D SONOU3EP SHEET A-4 j c' MIN. BELOW GRADE I I li ' I �I t 1 ^ �'------------------- -- ----------------- i -- -- -- '-2. L — 7'-4" 7•-4" I� 18mNT_j1O7IN(1 MEMBERS JOIST TO SILL OR GIRDER, TOE NAIL FOU D-- -0N WA L 16D @ 16' O.C. WITH -U'M'NOI'S 16D (SEE NOTES STUD TO TOP PLATE 2- 16D ISI-' IV X 6" O.C. MIN. BUILT-UP HEADER TWO PIECES W/ 1/2" SPACER 16D C. FTY O.C. @ EDGE CEILING JOISTS TO PLATE, TOE PLATE . r } I T✓ I� it �i� I I I �t I 1 r-i`�-------------- ----------- ----------- I I -W, — I' -W, 9,_6.. 1'-6" - g,-6" 5.. 25-6. 25'-C I 1 ,j' ^ t4._0" - `Y 1 -- 23'-8" 66-6 90'-2" SECTION J SECTION C I SECTION D - - ��"_� SHEET A-� SHEET A-4 SHEET A-2 1 X 3 SHINGLE STOP OVER X 8 RAKE BOARD (TYP.) JE= F REY A. BARNADY, CPDD CERTIFIED P-OFESSI❑NAL BUILDING DESIGNER 131 QUAKER VEETINGH❑USE ROAD, EAST SANDWICH, IVIA TEL, 508-888-2747 FND. PLAN Bc 1 ST FLOOR FRAME DUBLIN CONSTRUCTION FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST TO SILL OR GIRDER, TOE NAIL 3- 8D SUPPORTING ROOF ONLY MAY. LENGTH SOLE PLATE TO JOIST OR BLOCKING 16D @ 16' O.C. STUD TO SOLE PLATE 2- 16D (SEE NOTES STUD TO TOP PLATE 2- 16D 1.2.3.4) DOUBLE STUDS FACE NAIL 10D @ 24' O.C. MIN. BUILT-UP HEADER TWO PIECES W/ 1/2" SPACER 16D @ 16' O.C. @ EDGE CEILING JOISTS TO PLATE, TOE PLATE 3- 8D CEILING JOISTS TO PARALLEL RAFTERS 3- .10D .1,4 RAFTER PLA -7, TOE NAIL 2-16D NetlenW Lwbw 01e AuthaRp. MmNm RWM t1 , 2 . 4 k wMw BUILT-UP CORNER STUDS. 1 O @ 24" O.C. RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D RAFTER TIES TO RAFTERS 3- 81D 4" SUEFLOOR TO JOISTS (ED^ 8D @ 6' O.C. SUBFLOOR TO JOISTS INTERMEDIATE SD @ 12 O.C. 1/2" SHEATHING TO STUDS EDGES 8D @ 6" O.C. SHEATHING TO STUDS INTERMEDIATE 8D @ 12" O.C. 112 SHEATHING TO STUDS GABLE -WALLS 8D @ 6" O.C. EASTERN WOWS (w fO Ory w sie c d qr 4 ) SPECIES OP Ofb.DE I SZE M00. LASTKRY sElfcr ,SmUerueu tloo,o70 M10, t k IPPf1R. 2 X 5 NO. 2 AND WIDER SR10 90x:000 SCALE: I DATE: PROJ. #: 1/4"=1'-O" 29 -JAN -2001 1205 CUSTOM CAPE SHEET #:. vuvrvG EaS f,s 999 n 2 :vING DESIG' S HEREBY EXPRESSLY RESERVES ITS H CO'PYON LAW CC YP u. THESE PLANS ARE NOT -0 BE REFRO.;'_CED CPA'; SED OR COPIED. ANY ERRORS CR C SCREPAfICJES FOUND ON THESE �: A -NS ARE O E AR^ 'GPT TO THE ATTENTION OF OF _VING DESICSS �R OR TO THE START OF `NORK. I--1 E A G E R S C h-1 E C:) LJ I— E MODULUS -512E OF HEADER SUPPORTING ROOF ONLY MAY. LENGTH SUPPORTING 1 STORY ABOVE SUPPORTING AXL N 'TH MAX 2 STORY ABOVE NTH - 2 X 4 41 N A N - x (SEE NOTES 4- N - X 1.2.3.4) - N/A 2-)(-1 1 - ZO ;& EASTERN WOWS (w fO Ory w sie c d qr 4 ) SPECIES OP Ofb.DE I SZE M00. LASTKRY sElfcr ,SmUerueu tloo,o70 M10, t k IPPf1R. 2 X 5 NO. 2 AND WIDER SR10 90x:000 SCALE: I DATE: PROJ. #: 1/4"=1'-O" 29 -JAN -2001 1205 CUSTOM CAPE SHEET #:. vuvrvG EaS f,s 999 n 2 :vING DESIG' S HEREBY EXPRESSLY RESERVES ITS H CO'PYON LAW CC YP u. THESE PLANS ARE NOT -0 BE REFRO.;'_CED CPA'; SED OR COPIED. ANY ERRORS CR C SCREPAfICJES FOUND ON THESE �: A -NS ARE O E AR^ 'GPT TO THE ATTENTION OF OF _VING DESICSS �R OR TO THE START OF `NORK. GRADING MODULUS GRADE RULES OF DESIGNATION AGENCY ELASTICITY (SEE NOTES 'E' 1.2.3.4) =r_t'zC_ RATED ZO ;& 135OF—/.3E 4 LUMBER. _ 1300,000 —TMr-7. Z X 4 _ Sbb o62i__ _ bbot:_T.SE .1,4 ANDA214 W!QFR NetlenW Lwbw 01e AuthaRp. MmNm RWM t1 , 2 . 4 k wMw NXE1. S°ulbm T,wt I, c1b Ruw eb RWM Wnbw, 2 w 4 ! WM UQI"W.W LVON Wt .t.D.Wbt Bur.°tr, mw . RWM LwrtWr, 2 . 4 Mdw. Y°NY,r AWM JNrta. 2 . ! t wM.. MMwn wbM Pr°ae14 Aa°eMbre MecltM RWM Luubw, 2. 4 k MWw EASTERN WOWS (w fO Ory w sie c d qr 4 ) SPECIES OP Ofb.DE I SZE M00. LASTKRY sElfcr ,SmUerueu tloo,o70 M10, t k IPPf1R. 2 X 5 NO. 2 AND WIDER SR10 90x:000 SCALE: I DATE: PROJ. #: 1/4"=1'-O" 29 -JAN -2001 1205 CUSTOM CAPE SHEET #:. vuvrvG EaS f,s 999 n 2 :vING DESIG' S HEREBY EXPRESSLY RESERVES ITS H CO'PYON LAW CC YP u. THESE PLANS ARE NOT -0 BE REFRO.;'_CED CPA'; SED OR COPIED. ANY ERRORS CR C SCREPAfICJES FOUND ON THESE �: A -NS ARE O E AR^ 'GPT TO THE ATTENTION OF OF _VING DESICSS �R OR TO THE START OF `NORK.