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Home My WebLink AboutBLD-20-869AREA CALCULATIONS WITHIN 50' BUFFER ZONE EXISTING DWELLING 1,945± S.F. PROPOSED DWELLING 2,588± S.F. EXISTING PATIO 708± S.F. PROPOSED PATIOS POOL AREA 1,650± S.F. TOTAL EXISTING DWELLING PATIO 2,653± S.F. TOTAL PROPOSED DWELLING/PATIO/POOL AREA 4,345± S.F. ' FILE= 1 5143.DWG RICHARD A. & JOAN P WHITE CERTIFICATE #159405 MAP 16 PCL. 53 MARIA TROZZI, TRUSTEE DB 18142 PG 69 MAP 16 PCL. 51 t S 79'3620" E 346.71. JANET A. DURKIN, TUSTEE MICHAEL J DURKIN, TRUSTEE DB 27124 PG 232 MAP 16 PCL 50 1�kOFMq q JOHN Z. DEMAREST, JR. o No. 36859 L°F"t �s LEWIS BAY 10 FENCE UNE (TYPICAL) BRIAN E. & JENNIFER A. GALLAGHER CERTIFICATE #204949 MAP 16 PCL. 49 GENERAL NOTES: OWNER OF RECORD: ALI R. & ELAINE R. BIGDEL.IAZARI 18 JUNIPER ROAD MEDWAY, MA 02053 REFERENCES: DEED BOOK 28486 PAGE 345 LAND COURT PLAN #12442 LAND COURT PLAN #18145 PLAN BOOK 60 PAGE 141 ASSESSORS MAP 16 PARCEL 52 FLOOD ZONES: AE (EL11) VE (EI -13) VERTICAL DATUM: NAVD 1988 ZONING DISTRICT: R-25 LOT AREA: 25,000 S.F. FRONTAGE: 150' SETBACKS: FRONT: 30' SIDE: 15' REAR: 20' PROPOSED PATIOS TO BE DRY LAID SLATE CONSTRUCTION THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS AN APPROXIMATE LOCATION CONTRACTOR TO VERIFY LOCATION OF EXISTING SEPTIC SYSTEM COMPONENTS AND SEPTIC LINE AND RELOCATE AS NEEDED TO COMPLY WITH BOARD OF HEALTH REGULATIONS THE LAWN IN THE MITIGATION AREA IS TO BE SCRAPED AND THE AREA IS TO BE PLANTED WITH NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX ROOF RUNOFF TO BE DIRECTED TO DRY WELLS OR STONE TRENCHES ALONG DRIP LINE EXISTING BRICK PATIO TO BE REPAIRED AS NECESSARY POST CONSTRUCTION PLAN OF LAND IN WEST YARMOUTH, MA 188 BERRY AVENUE PREPARED FOR: ALI & ELAINE BIGDELIAZARI SCALE: 1 " 30' DECEMBER 21, 2015 y GRAPHIC SCALE IN FEET fir. a•~,_Y "}_F'd... 6.10 i 9 30' 15' 0' 30' 60' HEALTH DEPT, DEMAREST LAND SURVEYING 338 MAYFAIR ROAD SOUTH DENNIS, MA 02660 508--364-9049 II ED041 -------------J_ ------ -------------------- --- -------------- ---- - ------------------------- ---------------------- 12 ------------------------ ----------------------- ------------------------- ---------------------------------------------------------------------------- a ------------------------------------------------------ -------------------------------- ASPHALT TIMBERLINE or EQUAL -------------------------------------------------------------------------- ------ ----------- ARCHITECTS GRADE SHINGLES ----- ------------------------------------------------------ TO SELECTED COLOR(TYP.) ---- ---------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- existing plate ht. 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SHEATHING W.C. SHINGLES SHINGLE FLAIR 2x 10 BLOCK I x 10 TRIM BD. TOP OF WND. CASING I SHINGLE FLAIR DETAIL SCALE: 1/2" = I -O' REVIEWED FOM BUILDIiJG Af'D LOi 'Rv`G CODE CQ"�IPLI ANCE. ROIRS OR OL MISSICI,!S DO NOT RELIEVE THE APPLICANT FROl'A THE RESM21BILITY . "AS QUILT" COMt'LI P;CE. DATE: 'OV _15 existing plate ht. BUILDING OPKCIAL SHINGLE FLAIR/ BAND SEE DETAIL "H' rm-.• F t ROOF DECK FRAMING SEE DETAIL "C' existing second floor AW14ING WINDOWS W1 I x4 CASING A CERTIFIED AS BUILT IS REQUIRED CASED INAZAK (TP.) BEFORE FINAL INSPECTION WHITE CEDAR SHINGLES @ 5" EXPOSURE MATCH EXIST. \A/(HDOW I CASED N AZAK (T1 P.) i vvvvv vL� i¢ J i u i v ��vL I I I i 8/8 DH FROM EXIST, HOUSE PROPOSED ADDITION I I I I EXISTING HOUSE I EXISTING HOUSE PROP ADDITION �-\ /J\i I _______ _____ _____ _______ ______ --- �J � I I T------------L jproposed L------------- ----------------------------------�J WEST ELEVATION 1/411 = 1'-011 existing first floor RECEIVED AIIG 20 2019 ;'LDIi.G DEPARTMENT THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE V) J V J Q V �m Q v? 0 z Of] W Z CD U) W a a V) V N N ca 4-1 ;> (1) L_ Lr) +J O Lf) �n Q m C:) 0 00 E� LO00 0 0') a + O O O N O N C N N N N N r M 00 0') 0) WHITE CEDAR SHINGLES $ uj Q N N o r @ 5" EXPOSURE 2 0 0 0 O 0 C ca U w�wui� > w Q Q < 0 ~¢ existing second floor z IY o00 o 0 -- Lu -SHINGLE FLAIR/ BAND I x 10 TRIM BD. ON 2x 10 BLOCK + figCd m § ALIGN BOTTOM W/ T.O. WND. CASING _ 0® 00 SEE DETAIL "I" °3 L CL W existing first floor I/2' PLYWD. SHEATHING W.C. SHINGLES SHINGLE FLAIR 2x 10 BLOCK I x 10 TRIM BD. TOP OF WND. CASING I SHINGLE FLAIR DETAIL SCALE: 1/2" = I -O' REVIEWED FOM BUILDIiJG Af'D LOi 'Rv`G CODE CQ"�IPLI ANCE. ROIRS OR OL MISSICI,!S DO NOT RELIEVE THE APPLICANT FROl'A THE RESM21BILITY . "AS QUILT" COMt'LI P;CE. DATE: 'OV _15 existing plate ht. BUILDING OPKCIAL SHINGLE FLAIR/ BAND SEE DETAIL "H' rm-.• F t ROOF DECK FRAMING SEE DETAIL "C' existing second floor AW14ING WINDOWS W1 I x4 CASING A CERTIFIED AS BUILT IS REQUIRED CASED INAZAK (TP.) BEFORE FINAL INSPECTION WHITE CEDAR SHINGLES @ 5" EXPOSURE MATCH EXIST. \A/(HDOW I CASED N AZAK (T1 P.) i vvvvv vL� i¢ J i u i v ��vL I I I i 8/8 DH FROM EXIST, HOUSE PROPOSED ADDITION I I I I EXISTING HOUSE I EXISTING HOUSE PROP ADDITION �-\ /J\i I _______ _____ _____ _______ ______ --- �J � I I T------------L jproposed L------------- ----------------------------------�J WEST ELEVATION 1/411 = 1'-011 existing first floor RECEIVED AIIG 20 2019 ;'LDIi.G DEPARTMENT THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE V) J V J Q V �m Q v? 0 z Of] W Z CD U) W a a V) V N N ca 4-1 ;> (1) L_ Lr) +J O Lf) �n Q m C:) 0 00 E� 0 a N N C I'•• $ uj Q C ca so > 0 1� L z O Lu figCd m § 0® 00 _! L CL W U Lu) J d ~ DATE: 12 / 16 / 2015 SCALE: AS NOTED existing plate ht. WHITE CEDAR 5HINGLE5 moll @ 5" EXPOSURE MEN ISO ALUMINUM SEAMLESS GUTERS oil AROUND DECK PERIMETR �W existing second floor 4xG P05TS - CASED IN AZAK (TYP.) 81 PROPOSED 2ND FLOOR ADDITION =:":ENE ■■■ ■■■ www■www �.■111161■■ ■■■ NNE � www Immww mww■MINN ILI w�■w� 119---� AND. SLIDING DOOR t DM TTXPT�5_� W/ I x4 CA5ING ME IMIN11111111111111 NMI NJ •i first floor�'I • : w■■■wwl ENNEN MENNENME 0 ME o ASP' =_T TIMBERLINE or E--JALARCS TECT5 GRADE SHiNe:`_S TO 5`LFCTED COLOR (TY7."— �1 11011 moll MEN ISO oil �W IJ 1MEN], �W IJ TW2646 TW2646 TW2046 I TW2046 FWH6068 11.71' FWG 2068 i 10.71' T.O. FfJD. I x I O SKIRT BOARD - TYP. T. 0. FND. 2'8" x 6'8" SMART VENT L STEPS TO GRADE SMART VENT EXISTING PATIO I I I I I I I I I I PROPOSED ADDITION I-----------------I — — — — — — — — — — — — — — — -- - --- ---------------1---1----1----1------------ --- -----L---------------1---J------------------------------ ----------------- proposed SOUTH ELEVATION i 1/411 = 11-011 ''.. ASPHALT TIMBERLINE or EQUAL— ARCHITECTS GRADE SHINGLES TO SELECTED COLOR (TYP.) ALUMINUM SEAMLESS GUTERS ON I x FASCIA t 12" O.H. BUILT OUT 8" I x 10 AZAK RAKE DOARD WITH I x4 AZAK RAKE SHINGLE STOP 1 12 ------------------------------ --------------------------------- ------------------------------------ 12 ------- --------------- --------------------- � 12 --------------------- - 110-0-001101 .■ wt Nm w0 MEN I OMNI ..1 ROOF DECK FRAMING SEE DETAIL "C" existing plate ht. 14 ALUMINUM SEAMLESS GUTERS ON I x FASCIA t SOFFIT TO MATCH EXISTING DOUBLE -HUNG WINDOWS W/ I x4 CASING + WHITE CEDAR SHINGLES N @ 5" EXPOSURE O 1 m existing second floor , GO" xG0" CUSTOM WOOD CUPOLA ------------ OFF --------------- --- ------------ -------------- r.1. VLI.I\ I Nt-\lVi L. P.T. 2x4 BRACES + ZON P.T. G/4xG POSTS existing -first floor , ASPHALT TIM13EKLINE or EQUAL ARCHITECTS GRADE SHINGLES TO SELECTED COLOR (TYP.) existing plate ht. + WHITE CEDAR SHINGLES _ @ 5" EXPOSURE n1 AR281AR281 FP VEN i 1 WHITE CEDAR SHINGLES @ 5" EXPOSURE I TW2646 =family rm. first floor TW2646 TW2046 TW2046 EXISTING HOUSE FVUH2968 existing first floor FW068_ 7 SMART VENT I x 10 SKIKT 130ARD - TYP. r — — — — — — — SMART VENT SMART VENT existing grade —MATCH EXIST. WINDOW I I I 8/8 DH ROM EXIST. HOUbE PROPOSED ADDITION I PROPOSED ADDITION oft- ----------------------- --- ——----------------------------------- —jr—---------------- _�---------- — — ------ —I----------- — � proposed EAST ELEVATION 1/411 = 1 1-011 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING existing second floor existing first floor + N_ Q0 IT 281-011 24'-0" BRICK PATIO PROPOSED ADDITION 12'-0" 121-011 Sl 8 0 S2 I N ------------------------------ -- IDt-----------_ ------ O (2)2xG (2)2x6 I ALIGN TO EXISTING BAY N I (2)2x6 (2)2x6 %l rq TW2646 1 FWG12068 I I TW2646 -1 + + FWG 12068 TW2046 FWG 6068 TW2046 p p f )l EQUAL EQUAL EQ. EQ. 0 1 I I 1 1 m (2)2x6 (2)2x6 —_ `�———---——————---------- I----- 1— - - TW2046 FWH6068 TW2046 J - Z I 1 I J I � I 1 m 1 1 1 I Q _ > aL_ L ___ _____ UP 12 0 — I WALK IN ( MASTER Q I I0 o I CLOSET I BEDROOM z fiI Q I' G _ GREAT RM. I 1 13'x 19' o Q -� o _ FAMILY RM. I N 17'2" x 16'2" 1 N 0 411 J m 24' x 22' J > N N I J DINING AREA 0 � (� N � 14'x18' o I = "' N X I 6_Q11 ----------------------- (3)13/4"x91/2"LVL HEADER above 1 I SITTING SITT � I I HALF WALL ZJI 1 Lup— CLOSE T O - I I II Q 120' -- cr) L9 m i 0 I 141-011+1- 3'-411 Lu 1 I I (3) 1 3/4" x 9 1/2" LVL BEAM avove z FWG12068 0 a '1Q EXIST. STAIRSUP 2'6"x6,8" r " K� 7 9.1 121-011 - r — I-0 241-011 SHOWER 4'x9' O /STiyC z 3 CAR GARAGE 38'x24' O O ~ D a� Q S j EL Z co co0 co `�:�sr b„ II lV<�F o 1 I 1 I I V' KITCHEN 17'x 19' o� 0" qj lb \ \NI O 40 r 4p„ 0e \ \ xs9 Lo m m rn 0 UP W 4 � o_ 7 � 1 3'-0" N TW2642 N � r LAUNDRY MUD ROOM co 00 O N 141-011 N 90 X 0 O _ o — - cv + 2'8"x6'8" ca z 0-411 b 0 o 0 0 0 O_ r---- > J (0 w ui y' DESK X UP U 0fuU o °° O ' ° C. (V U � 0000o 0 OO O Q C w W� W LL o >o d ca !V .3 0 O m o0 UN) 0 1 1 5-2" F z °_ n L tL I---- W > � �w �� L--- Q w� U z Q) o 0 o ~ O zN � 12 / 16 / 2015 SCALE: AS NOTED v Q 241-011 SHOWER 4'x9' O /STiyC z 3 CAR GARAGE 38'x24' O O ~ D a� Q S j EL Z co co0 co `�:�sr b„ II lV<�F o 1 I 1 I I V' KITCHEN 17'x 19' o� 0" qj lb \ \NI O 40 r 4p„ 0e \ \ xs9 0 O / �y - Oe 0 C9 G w 4xG POSTS CASED IN AZAK O O 0 FOYER 8 VANITY MASTER BATH EXIST. STAIRS DN A21 A EXIST. DOOR t SIDE LIGHTS \ o0 2 x� existing COVERED PORCH proposed FIRST FLOOR PLAN 1/411 = 1'-0" EXISTING WALLS DEMOLITION NEW WALLS GARAGE ......... 936 S.F. FAMILY ROOM .... 528 S.F. 813 S.F. ADDITION ........ 285 S.F. RENOVATED ..... 1820 S.F. TUB EXIST. WINDOW SEAT u� 1 O 0_ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE Lo m m rn 0 0 w W 4 � o_ 7 � 1 N N TW2642 N � r LAUNDRY 0 O / �y - Oe 0 C9 G w 4xG POSTS CASED IN AZAK O O 0 FOYER 8 VANITY MASTER BATH EXIST. STAIRS DN A21 A EXIST. DOOR t SIDE LIGHTS \ o0 2 x� existing COVERED PORCH proposed FIRST FLOOR PLAN 1/411 = 1'-0" EXISTING WALLS DEMOLITION NEW WALLS GARAGE ......... 936 S.F. FAMILY ROOM .... 528 S.F. 813 S.F. ADDITION ........ 285 S.F. RENOVATED ..... 1820 S.F. TUB EXIST. WINDOW SEAT u� 1 O 0_ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE Lo m m rn 0 0 w 0 0 0 0 0 N N w N N r LAUNDRY MUD ROOM co 00 O N 141-011 N N O _ to cv + 2'8"x6'8" ca z 0-411 b 0 o 0 0 0 O_ C O J (0 w ui y' DESK X UP U 0fuU o °° O ' ° C. (V U � 0000o 0 OO O C w W� W LL o >o d ca !V .3 0 O m 3'-6'1 UN) 0 I---- ; F z tL I---- W > � �� L--- Q 0 O / �y - Oe 0 C9 G w 4xG POSTS CASED IN AZAK O O 0 FOYER 8 VANITY MASTER BATH EXIST. STAIRS DN A21 A EXIST. DOOR t SIDE LIGHTS \ o0 2 x� existing COVERED PORCH proposed FIRST FLOOR PLAN 1/411 = 1'-0" EXISTING WALLS DEMOLITION NEW WALLS GARAGE ......... 936 S.F. FAMILY ROOM .... 528 S.F. 813 S.F. ADDITION ........ 285 S.F. RENOVATED ..... 1820 S.F. TUB EXIST. WINDOW SEAT u� 1 O 0_ THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE LA J 0 J Q V m Q �z r m 0 w z U) W 0 N a V) V c6 N Ln ca a� Ln In Q M CD co � O 00 cu Lo m m rn 0 0 w 0 0 0 0 0 N N N N N co 00 O O N N O ca z z 0 o 0 0 0 O_ C O J (0 w ui w Iii ui C. w O � 0000o O LA J 0 J Q V m Q �z r m 0 w z U) W 0 N a V) V c6 N Ln ca a� Ln In Q M CD co � O 00 cu 0 w N c Lu ca z 0 Q C O J � C. w O i O W LL d ca O m UN) 0 ® tL Ift CL � �� U w o w -' Of ~ 0 - DATE: DATE: 12 / 16 / 2015 SCALE: AS NOTED DN WOOD DECK I o LL (2)TW2642 OFFICE 12'x 21' .F I I I I I I I I I I PROPOSED FAMILY ROOM BELOW I I i L---------------t-------------- OP Fk�ST BG��O ANG N �\ � POO 53'-0" 14-6" S1 1-3 � 8 BALCONY BALCONY FWG6068 (2)TW2642 CL existing existing existing BEDROOM #5 BEDROOM #4 CL BEDROOM #3 i I CL CL CL ex.I I I HALL — — — -� ex. HALL ex. BATH z o s J I I O � I F(D � I x4 prof. 5HOWER BATH // D w / OST y, / / LI 2„ / s / O s /oma II II l II I I BALCONY it — S3 I I ROOF I \roF I I I 4 \ex'Sr, 5.3 3.6° I I I 6'0"x6'?" SLIDING DR.: I I =sr r z RECRERATION ROOM 25'x 21' i A y e PROP. TUB eX. 3 x 5' BATH vL w 4 x 4' > � DN = I j•) EX15T. WINDOW REMOVE EX15T. WINDOV EXI5T. WINDOW / EXIST. PORCH ROOF BELOW --- proposed SECOND FLOOR PLAN FWG6068 existing BEDROOM #2 ex. BATH EXIST. WINDOW 1/4" = 1'-0" EXISTING WALLS DEMOLITION NEW WALL5 ex. CLOSET *I= 11 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE LO(D(0mm G `r O 0 O O O O (D V�1 N L e PROP. TUB eX. 3 x 5' BATH vL w 4 x 4' > � DN = I j•) EX15T. WINDOW REMOVE EX15T. WINDOV EXI5T. WINDOW / EXIST. PORCH ROOF BELOW --- proposed SECOND FLOOR PLAN FWG6068 existing BEDROOM #2 ex. BATH EXIST. WINDOW 1/4" = 1'-0" EXISTING WALLS DEMOLITION NEW WALL5 ex. CLOSET *I= 11 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE LO(D(0mm s 0 O O O O (D N N N N N x 0 M 00 0) W N N O r N Z C14N O O M O W O N O w K ❑ w ❑ w ❑ w O W c N u i Ln O Ln Ln 0- m ❑ O ru Z3� E �t � � r t7t1 � s 0 N C x 0 R W 0 Z Q ca //�� a o re O a CO 1� ; J L- C a _R d It Z W O 0 CL m U oco W C. Q co U) r 0 U LU O w -' a �- DATE: 12/16/2015 SCALE: AS NOTED t7t1 � proposed SECOND FLOOR PLAN 1/4" = 1'-0" Lo(D0) 000 CD N N N N r OJ O O) N O zN co CO a0 z X 0 0 O T Lu ui W iui w 000 0 Ln +) V) u V LnN m v L Ln p Ln In Q M CD E CO �t M O •• U) (3) 1 3/4" x 9 1/2" LVL - above L ,} 0 4t J J V Lu � •� 9'x 8'0.H GARAGE DOOR 9' x 8' O.H. GARAGE DOOR o (3) 13/4" x19 1/2" LVL HDR (3) 1 3/4" x 9 1/2" LVL HDR j 1 Z CONCRere APRON m�J ------------------------------ J e N iaf Q r ^ \ 0 zI 38'-O" Y m c e. ; w a Lu CD z N w w co a 1. CL Ln +) V) u V LnN m v L Ln p Ln In Q M CD E CO �t M O •• (3) 1 3/4" x 9 1/2" LVL - above L ,} 0 4t - - 3-i ® %0- N 14 9'x 8'0.H GARAGE DOOR 9' x 8' O.H. GARAGE DOOR o (3) 13/4" x19 1/2" LVL HDR (3) 1 3/4" x 9 1/2" LVL HDR ® m Z CONCRere APRON ------------------------------ J e D„ 01 1 11-0 s _o 01 c 3 O 38'-O" ? C0 c e. ; LL a Lu CD N 0 CL m co 1. CL proposed FIRST FLOOR PLAN w 0 0 Li J 1/4" = 1'-0" a DATE: 12/16/2015 SCALE: AS NOTED DRAWING 013 am Map THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE 5/8' ANCHOR BOLT5 @ MAX 36' O.C. 4 G"- 12' FROM END OF PLATES, DOLT EMBEDMENT MIN. 7' USE 3'x3' x 1/4' PLATE WASHERS TYPICAL — 10" THICK POURED CONCRETE FOUNDATION WALL ON 1 2'x24" CONTINUOUS CONCRETE FOOTING BOTTOM TO BELOW FRO5T LINE PROVIDE CONTIN. #5 REBAP5 - (2) @ TOP b BOTTOM OF PND. WALL T.O. PROPOSED ° 2 ROWS OF SOLID BLOCKING 8x I G FOUND. WALL @ 45 O.C. AT GA5LE5 SMART 7TTIT— o .: 2)16d COMMON I _ — — — — — — — — — NAILS 61' O.G. ° o • 24-0"JF SIMF'SON ° `o I-ITT5 + — p o or EQUAL c Q io o 0 x �N I aU u) 3'-4" MASONRY CHIMNEY (8" CMU s) 0 O '. ON 12" CONCRETE BASE LN/ G' PROJECTION — — — ABOVE FRAME FOR HEAP.TrI RNER STa4OLD DOWN COUD — 'I ° 01. 51-1011 SCALE: N.T.5, I I T x P N + O ik3/4"x 9 1/2/�jSH BEA N I L/J U L/J II O 3 1 /2" DIA. CONC. LALLY + _ Al COLUMNS ON 30'x3O'x 12' T WITH (3) 5 BARSTIIJGS proposed WITH (3) #s BARS o CRAWL SPACE ` 2" CONCRETE DUST CAP 0 OVER G MIL VAPOR. RETAINER I� I 0 0 144 N ------------------------------ -- I— S.v_---- SIMPSON HOLD-DOWN ANCHOR, @ EA. CORNER SEE DETAIL "D' 23'_6° I ; I I I i \ I rr--------------------------- i I I / I I I I I F-rjS\ 1 I I I I4 I I I 1 L--------------------------- j 1 \� L ----------------------------J OLT5 @ MAX 3G" O.0 END OF PLATES, NT MIN. 7" PLATE WASHERS sadoruBEs ON :FTE "BIG FOOT" FTG. �5T5 ABOVE + TO 50NOTU13ES W1 P50N P05T BASE Ie I � I.I I I O" THICK POURED CONCRETE — FOUNDATION WALL ON I 0"'x2O" CONTINUOUS CONCRETE FOOTING BOTTOM TO BELOW FROST LINE PP.OVIDE: CONTIN. #5 PFBARS - (2) @ TOP b BOTTOIA O OF FND. WALL _ 24'-0' 3G" 36, 1 141-011+1- I 4'-O"+/- T.O. EXIST. FOUND. WALL rip I (4) its DOWELS DRILL S GP.OUT TO-XISTING FOUNDATIOGI 2 @ TOP C 2 @ BOTTOM - TYPICAL TYPICAL : PROVIDE SUPPORT T FOOTING - FOR AW NEW POST5 ABOVE ADJU5T IN FIELD I I existing L — - J FULL BASEMENT (4) #5 DOWEL5 DRILL $ GROUT / TO EXISTING FCUIIDATION + I 2 @ TOP 8 2 @ BOTTOM .. TYPICAL I I I proposed +: I CRAWL SPACE I V. .r S3 2' CONCRETE DUST CAP $ I I I SrN +' 141-011 x 2x10 FLOOR JOISTS @ 16" O.C. I I@ 16'0 C. I (OxNG '�------J w I O m b ,J NI 0 N d d � I C DIA. CONC. 50rJOTUBE5 ON \ / 28' DIA. CONCRETE "BIG FOOT' FTG. 3 -3"P.T. �xG POSTS ABOVE ATTACH POSTS TO S0FIOTU5E5',V/ AFPPOVED SIMPSON P05T BA5E existing PATIO 10 -- "� I I CUT x ACCESS L J existing CRAWL SPACE I� 0 I O' THICK POURED CONCRETE FOUNDATION WALL ON 12'x24' CONTINUOUS CONCRETE FOOTING BOTTOM 4' BELO'N PATIO 14'-0" +/- 30" I I I JL — — — — — — — — — — — — — J •. m H -I 11 I v N I II I J I I CUT x ACCESS 21'-2" +/- center under prop. will above L 11 I 1 I i I I I I I I ' L7 O CI L--------------------- J FOUNDATION PLAN 1/4" = 1'-0" DEMOLITION EXISTING WALLS NEW WALLS FOUNDATION NOTES : • POURED CONCRETE WALLS / FOOTING TO BE OF 3000 PSI MIN. COMPRESSIVE STRENGHT CONCRETE • PLACE 518" ANCHOR BOLTS @ 36" O.C. ALONG WALL TOP PERIMETER WITH 3" x 3" SQUARE WASHER • POURED CONCRETE FOOTING TO BE ON MEDIUM COMPACT VIRGIN SAND BASE • DECK / PORCH COLUMNS TO BE OF 4x6 P.T. POSTS TO SIMPSON HD POSTANCHORS (TYP.) • POURED CONCRETE WALLS TO BE 10" THICK WITH (2) #5 BARS TOP & BOTTOM OF WALL. WALL TO BEAR ON 10" x 20" CONCRETE FOOTING WITH 2x4 KEYWAY AND (2) #5 BARS HORIZONTAL 10' DIA. GONG. SONOTUBE5 ON 3C"x3C' CONCRETE FTG. E P.T. 4xG POSTS ABOVE ATTACH PO5T5 TO 50NOTUBE5 W/ APPROVED SIMPSON P05T BASF 0 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION 1140 MPH WIND ZONE P.T. 2xG STUD WALL \M 1/2" PLWV., HOUSEWRAP t WHITE CEDAR SHINGLES DURA ROCK a P.T. I/2" PLYRD t- SHEATHING O 8" x I G" SMART VENT V a O ion CONTIN. (2)#5 REBARS . @ TOP t BOTTOM • N I. 24" P.T.(2)2xG Z 0 V FINISHED GRACE CONTIN. (3)#5 REBAR5 IN FOOTING G CALE: 1/2"= 1'-O'GARAGE WALL DETAIL S existing plate ht. V_ 2x8 ROOF RAFTERS @ I G" O.C. W/ 5/8" CDX PLY&D. SHEATHING t ASPHALT ROOF SHINGLES existing second floor �— P.T. (2) 2x10 CONT. BEAM — 2x4s @ I G" O.C.— CUSTOM STRUCTURAL BRACKETS 9'x 8 O.H. GARAGE DOOR existing first floor PROVIDE RIDGE BAND STRAPS SEE DETAIL 'B" (2) 1 3/4" x 11 7/B" LVL RIDGE BEAM 2x 10 ROOF RAFTERS @ IG' O.C. TRUSS "A" W/ 5/8" CDX PLYWD. SHEATHING 12 @ FACH IND. (BEYOND) t ASPHALT ROOF 5HINGLF5 SEE AI I -I I FOR DETAIL 7 IJ G" 1 22'_0 IJ C" I- I xG _IxG STP,AP5 @ IG' O.C. — I 12x8 CDWIG JOISTS @ I G" O.C. 51MPSON H 2.5 HURRICANE CLIPS EA. SIDE, 5EE DETAIL ABOVE SEE DETAIL 'A' RECRERATION ROOM 112" CDX SHEATHING NAIL 8,1 COMMON NAILS @ 3' O.C. — 2- 5/8' ANCHOR BOLTS w/ 3'x3" PLATE WASHERS FOUNDATION CONTINUOUS HEADER @ MULTIPLE OPENINGS EXTEND HEADER TO r,(NG STUD — NAIL TOP PLATE TO BTf,A. OF HDR. 2 ROWS 16d NAILS @ 3" O.C. OPENING E NARROW WALL BRACING SCALE: H.T.5. 3/4' TIG PLYWD. SUET LOOP ON 2x 10 FLOOR JOISTS @ I G" O.C. W 12 x 35 STEEL BEAM I— (3) 1 3/4" x 9 112" LVL (3) 1 3/4" x 9 1/2" LVL HEADER 3 CAR GARAGE FOR GARAGE WALL ASSEMBLY STUD. FOUND. t SMART VENT SEE DETAIL "G' ABOVE 4' THICK POURED CONCRETE SLAB FLOOR WITH G'xG'-1O'xIO' W.W.M. ON CLEAN 'PJITii G MIL VAPOR RETAINER OVER, COMPACTED GRANULAR 5A5E PITCH 2' TO O.H. DOOR + 24'_0" S4) SECTION through GARAGE IN17) 1/4" = 1'-0" ALUM. GUTTER ON I x FASCIA BD. t 1 2'' O. H. 2xG STUD WALL W/ 1/2" PLYVv'D., HOUSEWRAP t WHITE CEDAR SHINGLES P.T. (2)2xG SILL PLATE W/ 5/8" ANCHOR BOLTS @ MAX. 3G' O.C. t G"- 12" PRO„1 EIJD OF PLATES. USE 3"x3' x 1/4' PLATE 'SA5HER5, BOLT EM5EHTMEHT MIN. 7' 11- I O' THICK POURED CONCRETE FOUNDATION WALL ON 12"x24" CONTINUOUS CONCRETE FOOTII,IG BOTTOM TO BELOW FP05T LINE PROVIDE CONTIN. #5 REBAR5 (2) CO TOP t BOTTOM OF FND. WALL (2) IN FOOTING t #5 REBAR5 @ 24” O.C. %u1 FLOOR TO FLOOR CONNECTION n scALe: LJ.rs. ) SUBFLOOR O.C. \T0 FOUNDATION NOTES : • POURED CONCRETE WALLS / FOOTING TO BE OF 3000 PSI MIN. COMPRESSIVE STRENGHT CONCRETE • PLACE 5/8" ANCHOR BOLTS @ 36" O.C. ALONG WALL TOP PERIMETER WITH 3" x 3" SQUARE WASHER • POURED CONCRETE FOOTING TO BE ON MEDIUM COMPACT VIRGIN SAND BASE • DECK / PORCH COLUMNS TO BE OF 4x6 P.T. POSTS TO SIMPSON HD POST ANCHORS (TYP.) • POURED CONCRETE WALLS TO BE 10" THICK WITH (2) #5 BARS TOP & BOTTOM OF WALL. WALL TO BEAR ON 10" x 20" CONCRETE FOOTING WITH 2x4 KEYWAY AND (2) #5 BARS HORIZONTAL n (0 rn 0 0 0 N N N OD rn N O I'I Z C11, M 000 O O C) O Jn I•I W W W i E- F- E - LU 0_' 0 0 0 3'-3" 914" 6" 9'-G" 7-3"38'-0 FOUNDATION PLAN m 9.6 EXISTING WALLS NEW WALLS DEMOLITION 3'-3" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE J I' I I" DEEP SAWCUT EARLY ENTRY I'I t. CONTRACTION JOINTS Lu I•I o - I N rL, O I• 4' THICK CONCRETE SLAB FLOOR I •+. WITH G'xG'- 10'x 10W.W.M. 014 CLEAN , IC" THICK POURED CONCRETE LLI WITH G MIL VAPOR RETARDER I \ \\/ r� OVER COMPACTED GRANULAR 8A5F I CONTINUOUS CONCRETE FOOTING V) PITCH 2" TO O.H. DOOR IL -------------------------- BOTTOM TO BELOW FROST LINE I Y!N C I Q PROVIDE: 1 _ _ _ _ _ _ + Q) ------------------------------ 4 ' N (2) @ TOP t BOTTOM OF FIND. WALL �� I ( 0 �Ln (4) #5 DOWELS DRILL 8 GROLT 4-0" 101_0" 141_0" N m��ppgg I^ v / m � EA N L IeG1 10 TO EXISTING FODNDATION + • 2 n TOP t 2 @ BOTTOM - TYPICAL R W i IN FRAMING ABOVE IN THIS FRONT WALL 1 @ GARAGE DOOR OPENINGS: —� � N O PROVIDE NARROW WALL BRACING I O" THICK POURED CONCRETE FOUNDATION ( I SIMPSOLJ HOLD -DONT! ' + SEE DETAIL "E" 3G 3G' �_ _J +--+ AfJCHOP, @ EA. CORIIER WALL ON I 0"x20' J + I SEE DETAIL "D' W 0 M 11111111111A i Ln Q CONTINUOUS CONCRETE FOOTING I 00 + O ..+ e i O Lr) BOTTOM TO BELOW FROST LINE_ I \ proposed _ 36'�� COIJ CRETE APRON Q L/)0_ rn U PROVIDE: CONTIN. #5 KEBARS + I W aJ U E a I - I t (2) @ TOP BOTTOM . .. I CRAWL SPACE DATE: I r I SCALE: AS NOTED c6 - OF FND. WALL 2' CONCRETE DUST CAP I •. e, �A2PjT �/ m O CO S4 I I . I /� \ \ 0F Q E 24'_O" Z 1 4'-0.. I o5/8' LTS @ MAX 3GO.C. OND I16" I t C'- 12' FROOM F PLATES, BOLT EMBEDMENT MILT. i' 3G" 2x10 FLOOR JOISTS @ 16" O.C. I .:—® O.C. m p USE 3'x3' x)/� PLATE WASHEP5 —� 30 ": G) W ----- — V. --- � oI z .+. + . .. +, + + co I C' DIA. CONC. SONOTUBE5 ON I Jo N I W 28' DIA. CONCRETE 'BIG FOOT' FTGI d I t P.T. GMxG POSTS ABOVE '' c>; ATTACH POSTS TO 5ONOTUBE5 VAI 3G" � 111 APPPOVED SIMPSON POST BASE I �, I� I I + / 10" DIA. CONC. SOHOTU5E5 ON �— — — — — -- — 7 — — — — — — — � <, � 28" DIA. CONCRETE "BIG FOOT' FTG. t P.T. 4xG POSTS ABOVE \ / I I ATTACH POSTS TO 5ONOTUBE5 W/ I APPROVED 5MP5ON POST BASE 3'-3" 914" 6" 9'-G" 7-3"38'-0 FOUNDATION PLAN m 9.6 EXISTING WALLS NEW WALLS DEMOLITION 3'-3" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE J I' I I" DEEP SAWCUT EARLY ENTRY I'I t. CONTRACTION JOINTS Lu I•I o - I N - - - - - O I• 4' THICK CONCRETE SLAB FLOOR I •+. WITH G'xG'- 10'x 10W.W.M. 014 CLEAN , IC" THICK POURED CONCRETE LLI WITH G MIL VAPOR RETARDER FOUNDATION WALL ON 12"x24" OVER COMPACTED GRANULAR 8A5F I CONTINUOUS CONCRETE FOOTING PITCH 2" TO O.H. DOOR . BOTTOM TO BELOW FROST LINE I Y!N C I Q PROVIDE: 1 _ _ _ _ _ _ + I I CONTIN. #5 REBAR5 - 4 ' N (2) @ TOP t BOTTOM OF FIND. WALL �� I ( 0 �Ln 4-0" 101_0" 141_0" N m��ppgg � m L IeG1 10 C) R W i IN FRAMING ABOVE IN THIS FRONT WALL 1 @ GARAGE DOOR OPENINGS: � O PROVIDE NARROW WALL BRACING DEPRESS T.O.FND. IG I SIMPSOLJ HOLD -DONT! ' + SEE DETAIL "E" 3G 3G' �_ TO RECiVE COHC. APRON/SLAB AfJCHOP, @ EA. CORIIER _ _ _ _ J + SEE DETAIL "D' 0 M 11111111111A W Q 00 + O ..+ e Q Ca, 3G' 36'�� COIJ CRETE APRON H 3'-3" 914" 6" 9'-G" 7-3"38'-0 FOUNDATION PLAN m 9.6 EXISTING WALLS NEW WALLS DEMOLITION 3'-3" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE J Lu 0 O LLI Y!N C Q _j Lu 0 N m��ppgg � Q ® IeG1 C) R W i z � O _ > 0) Q W 0 W Q 00 0' O CO Q Ca, H U W aJ LLI a ~- DATE: 12/16/2015 SCALE: AS NOTED NAILING SCHEDULE FER @ I G" O.C. @ EA. RAFTER' TOP PLATE AI RAFTER TO PLATE CONNECTION SCALE: N.T.5. TYPICAL @ EACH RAFTER BEAM S STRAP I. L5TA @ EA. RAFTER DISTANCE �J L � RIDGE BEAM NOTE: KIDGE 5TKAP5 ARE NOT R QUIRED 1/1EN COLLAR TIES OF NOMINAL I x6 OR 2x4 LUMBER ARE LOCATED III THE UPPER THIRD OF THE ATTIC 5FACE AND ATTACHED TO RAFTERS USING 5) I Od NAILS EACH END B RIDGE BAND STRAP SCALE: rl.T.5. 3/4" TSG PLYWD. SUBFLOOK OI I 2x 10 FLOOR JOISTS @ I C' O.C. P.T. 2x6 STUD WALL W/ I/2' PLYWD., HOUSEWRAF S WHITE CEDAR SHINGLES 11 71' T.O. PROPOSED FOUND. WALL • O N • • 8" x I G' 5MART VENT O N c VIII III 2" CONCRETE DUST CAP d 0 V CONTIN.. (2)/5 REBARS • O 24 CONTIN. (3)#5 REBARS IN FOOTING �u 1 FOUNDATION WALL @ FAM . ILY RMDETAIL SCALE: I/2'= 1-O" 2x6(4) FRAME 3/4" TSG PLYWD. SUBFLOOR OH - 9 1/2 TT s @ I G" O. C. 1/2' GAV:e. P.T. 2x 12 LEDGFK FASTEN TO HOUSE FRAME W% I/2" BOLTS @ 16" 0.C- 5TAGGERED IN 2 RO'N5 5EE DTL. C GRADE CARRY MEMBRANE TO BOTTOM OF DOOR, 18, UP, WHERE NO DOOR, Ix4 DECKING ON P.T. SLEEPERS CUT TO REVERSE SLOPE EPDM ADHERED ROOFING MEMBRANE OVER 3/4' PLYA'OOD 1 HUMBER OF FIUMBER OF NAIL SPACING JOINT DESCRIPTION COHIK :''I 1 BCx ILA: L5 2x 10 ROOF RAFTERS @ 16" O.C. ROOF FRAMING ELOCKIHG 10 RAFTER (TOE NAILED) 2-8d I. 2-1 Od EACH END EACH END RIM EOARD TO RAFTER (END NAILED 2-1 &1 3-1 Gd N V/ALL FRAMING TOP PLATES AT INTERSECTIONS (FACE IIALED) 4-: Gd 5-16d AT lCll lrS 24" D.C. STUD TO STUD (FACE NAILED) 2- 1 6d 7_- 1 Gd Gd 24" O.C. ALONG EDGES HEADER TO HEADER (FACE NAILED) 1 6d 2x) 0 FLOOR JOISTS @ I C, O.C. 1 2 FLOOR FRAMING @ 16' O.C. O r JOCTTOSILL, TOP PLATE OR GIRDFR(TOE NAILED) 4-811 4-I0d PEP J015T EACH END BLOCKING TO J015T (TOE NAILED) 2 b I I Gd 2- Od !. 4- 16d EACH BLOCK BLOCKING TO 51LL OR TOP PLATE(TOE NAILED) III- ✓. / \ LEDGER STRIP TO BEAM OP GIRDER(FACE NAILED) 3- 16d 4- I GJ EACH J015T PER J015T J0151 ON LEDGER TO BEAM(TOE HA!IFD) 3-8d 3- 1 Od 4-1 Gd PERJO15T BAND J015T TO J015T (END NAILED) 3-I Gd 2- 1 GD 3-1 6d PEP FOOT BAND J015T TO 51U OR TOP PLATE (TOE NAILED) CONTINUOUS CONCRETE FOOTING TRUSS "B" \ O ROOF 51-iEAT111NG BOTTOM TO BELOW FROST LINE BEYOND LD EA. SIDE, SEE DETAIL "A" WOOD 5TRUCTURAL PANELS 2" CONCRETE DUST CAP \ ALUM. GUTTER ON RAFTERS OF, TRU55F5 SPACED UP TO I G" O.C. Sd OJ GEDGE/6" FIELD 4" FDGEIG" FIELD R.AF1ER5 OR TRUS5E5 SPACED OVER I G" O.C. 8d Od 'O GABLE ENDWALL RAKE OR FAKE TRU55 w/o GABLE OVERHANG Sd Od G" EDGE/G" FIELD 0 EDGFIC" FIELD GABLE END'NALL RAKE OF, RAKE TRU55 w/ STRUCTURAL 84 1 Od F_ CUTLOONFRs GABLE END'WALL RAKE OR KAKI= TRU55 w/ LOOKOUT BLOCKS 8d I OJ 4" EDGFJ4" FIELD CEILING SHEATHING GYPSUM WAL-50AR0 Sd COOLER5 - 7" EDGE/ 10' FIELD WALL SHEATHING 2x8 FLOOR JOISTS @ I G' O.C. existing -first floor WOOD 5TP.UCTJRAL PANELS 8d Od 6' EDGE/ 2" FIELD STUDS 5FACED UP TO 24" O.C. P � 80 - 3' EDGE/G" FIELD AND2V32' F EERBOARD PANELS -d COOLERS 7' EDGE/I O' FIELD rz" GYPSUM WALLBOARD . FOUNDWALL FLOOR SHEATHING O' THICK POURED CONCRETE existing I I WOOD STRUCTURAL PANELS 8d Od G" EDGE/ I " FIELD ° OR LE55 L d ® BOTTOM 4 BFUDIM PATIO Cd 6d 6" EGGFJ6" FIELD GRX.ATERT AN I" FER @ I G" O.C. @ EA. RAFTER' TOP PLATE AI RAFTER TO PLATE CONNECTION SCALE: N.T.5. TYPICAL @ EACH RAFTER BEAM S STRAP I. L5TA @ EA. RAFTER DISTANCE �J L � RIDGE BEAM NOTE: KIDGE 5TKAP5 ARE NOT R QUIRED 1/1EN COLLAR TIES OF NOMINAL I x6 OR 2x4 LUMBER ARE LOCATED III THE UPPER THIRD OF THE ATTIC 5FACE AND ATTACHED TO RAFTERS USING 5) I Od NAILS EACH END B RIDGE BAND STRAP SCALE: rl.T.5. 3/4" TSG PLYWD. SUBFLOOK OI I 2x 10 FLOOR JOISTS @ I C' O.C. P.T. 2x6 STUD WALL W/ I/2' PLYWD., HOUSEWRAF S WHITE CEDAR SHINGLES 11 71' T.O. PROPOSED FOUND. WALL • O N • • 8" x I G' 5MART VENT O N c VIII III 2" CONCRETE DUST CAP d 0 V CONTIN.. (2)/5 REBARS • O 24 CONTIN. (3)#5 REBARS IN FOOTING �u 1 FOUNDATION WALL @ FAM . ILY RMDETAIL SCALE: I/2'= 1-O" 2x6(4) FRAME 3/4" TSG PLYWD. SUBFLOOR OH - 9 1/2 TT s @ I G" O. C. 1/2' GAV:e. P.T. 2x 12 LEDGFK FASTEN TO HOUSE FRAME W% I/2" BOLTS @ 16" 0.C- 5TAGGERED IN 2 RO'N5 5EE DTL. C GRADE CARRY MEMBRANE TO BOTTOM OF DOOR, 18, UP, WHERE NO DOOR, Ix4 DECKING ON P.T. SLEEPERS CUT TO REVERSE SLOPE EPDM ADHERED ROOFING MEMBRANE OVER 3/4' PLYA'OOD 1 1 20'x68' SLIDING P.T. (2) 2x FINISH V✓/ BEAD BRD. or EQ. P.T. 2x 10 DECK JOISTS @ 16' O.C. NOTCH / CUT TO SLOPE 1,15 per FOOT FOR R. ROOF P.T. 4xG POSTS METAL FRAMING HANGER z ROOF DECK FRAMING DETAIL =1 SCALE: I!2"= 1_0 m z RI LL O 2x4 STUD WALL W/ ~) 1/2' PLY'AD., HOUSEWKAP S WHITE CEDAR SHINGLES 12 2x8 ROOF RAFTERS @ I6' O.C. 7+/- 41q 5/8' CDX PLYIND. SHEATH it1G ROOF DECK fRAMIHG : E ASPHALT ROOF SHINGLES SEE DETAIL "C" _ 2x8 CEILING JOISTS @ 16' O.C. O 2x 10 FLOOR JOISTS @ I G" O.C. EXTER. DECK J5T5 CUT TO 1/8" SLOPE ch BALCONY 2x6 PORCH CEILING JOi5T5 @ I G' O.C. existing second floor ALUM. GUTTFK ON _ - Ix FASCIA BD. $ 1 2" O.H. - - (2) 1 3/4" x 9 114" (2)2x10 HEADER 'I SIMPSON H 2.5 HURRICANE CLIPS FLUSH BEAM EA. SIDE, SEE DETAIL "A' PROVIDE RIDGE BAND STRAPS (0 2x6 5TUD WALL W/ rn SEE DETAIL 'B" 2x 10 ROOF RAFTERS @ 16" O.C. ATTIC ROOF RAFTERS \ 12 W/ 5/8" CDX PLYMD. SHEATHING 0 (2) 1 3/4" x 16" LVL RIDGE BM. 0 E ASPHALT ROOF SHINGLES N N EXISTING 12 - - 72x I �1 2 SIMPSON H 2.S HURRICANE CLIPS 3./4" TEG PLYP✓D. 5U5FLOOR ON EXISTING WALL P.T. 2x 10 LEDGER 2x) 0 FLOOR JOISTS @ I C, O.C. 1 2 2x8 CEILING JOISTS/COLLAR TIES @ 16' O.C. O r P.T. 2x8 DECK JOISTS @ I G" O.C. 2x! 0 ROOF RAFTERS @ I G" O. C. 12 D .� W/ 5/8' CDX PLYWD. SHEATHING _ — — —— 12 E ASPHALT ROOF SHINGLES III- ✓. / \ 10 DIA. CONC. SONOTUBE5 ON 0 CRAWL SPACE I OFOOT" FTG. I I O' THICK POURED COHICRETE -1 i, e existingsecondfloor I= III S F.T. 4xG POSTS A13OVE FOUNDATION WALL ON I O"x24" EXISTING FLOOR JOISTS \ O I ATTACH POSTS TO 50NOTUBE5 W/ CONTINUOUS CONCRETE FOOTING TRUSS "B" \ O SIMPSON H 2.5 HURRGAHE CLI+z PS BOTTOM TO BELOW FROST LINE BEYOND LD EA. SIDE, SEE DETAIL "A" { PROVIDE: 2" CONCRETE DUST CAP \ ALUM. GUTTER ON CONTIH. #5 REBAR5 - REMOVE EXISTING - plate ht.j @ family rm. Ix FASCIA BD. E 12" O.H. (2) @ TOP E BOTTOM EXTEK. BEARING WALL - _ 1 20'x68' SLIDING P.T. (2) 2x FINISH V✓/ BEAD BRD. or EQ. P.T. 2x 10 DECK JOISTS @ 16' O.C. NOTCH / CUT TO SLOPE 1,15 per FOOT FOR R. ROOF P.T. 4xG POSTS METAL FRAMING HANGER z ROOF DECK FRAMING DETAIL =1 SCALE: I!2"= 1_0 m z RI LL O 2x4 STUD WALL W/ ~) 1/2' PLY'AD., HOUSEWKAP S WHITE CEDAR SHINGLES 12 2x8 ROOF RAFTERS @ I6' O.C. 7+/- 41q 5/8' CDX PLYIND. SHEATH it1G ROOF DECK fRAMIHG : E ASPHALT ROOF SHINGLES SEE DETAIL "C" _ 2x8 CEILING JOISTS @ 16' O.C. O 2x 10 FLOOR JOISTS @ I G" O.C. EXTER. DECK J5T5 CUT TO 1/8" SLOPE ch BALCONY 2x6 PORCH CEILING JOi5T5 @ I G' O.C. existing second floor ALUM. GUTTFK ON _ - Ix FASCIA BD. $ 1 2" O.H. - - (2) 1 3/4" x 9 114" (2)2x10 HEADER 'I SIMPSON H 2.5 HURRICANE CLIPS FLUSH BEAM EA. SIDE, SEE DETAIL "A' 14-0 3 S3 SECTION through MUD RM. & LAUNDRY A 8 1/4" = V-0" (3) 1 3/4" x 9112" LVL HEADER (3) 1 3/4" x 9 1/2" LVL HEADER 2x6 STUD WALL W/ I/2" PLYA1D., HOU5EWRAP E 12" WHITE CEDAR SHINGLES FAMILY RM. 0 FOR FOUND. WALL a W/ SMART VENT SEE DETAIL "H' LEFT 3/4"TEG PLYWD. SUBFLOOR ON 2x 10 FLOOR JOISTS @ I G" O.C. family rm. first floor existing first floor _ N (2) 1 3!4"x 9 1!2" LVL n 11 71' T.O. PROPOS 3 1/2" DIA. CONC. LALLY V FOUND. WALL CRAWL SPACE COLUMNS ON 30'x30'x 1 2' 10.0' GRADE 2" CONCRETE DUST CAP THICK CONCFOOTING5 N 8"5MART VENT TWITH (3) #5 BARS 1 1 O" 221-011 Sn SECTION through FAMILY ROOM 6d8 J 1/4" = 1'-0" 1 I exist. (0 2x6 5TUD WALL W/ rn EXISTING /2' PLYWD., HOU5EWRAP E ATTIC ROOF RAFTERS n-HITECEDAKSH,NGLES 0 LAUNDRY MUD ROOM 0 N N EXISTING 4x6 POSTS - - ROOF O.H. CASED 01 AZAK 3./4" TEG PLYP✓D. 5U5FLOOR ON EXISTING WALL P.T. 2x 10 LEDGER 2x) 0 FLOOR JOISTS @ I C, O.C. CLOSET CLOSET 5EE CTL. 'C O r P.T. 2x8 DECK JOISTS @ I G" O.C. existing first floor .� W/ Ix DECKING zco 12 P.T.(2)2x8 III- ✓. proposed ..� =1111.. 11_ 10 DIA. CONC. SONOTUBE5 ON 0 CRAWL SPACE I OFOOT" FTG. I I O' THICK POURED COHICRETE -1 i, e existingsecondfloor I= III S F.T. 4xG POSTS A13OVE FOUNDATION WALL ON I O"x24" EXISTING FLOOR JOISTS e 1I I I ATTACH POSTS TO 50NOTUBE5 W/ CONTINUOUS CONCRETE FOOTING - - I I APPROVED 51MP5011 POST BASE BOTTOM TO BELOW FROST LINE - - (3) 1 3/4" x 11 1/4" LVL HEADER r -\ { PROVIDE: 2" CONCRETE DUST CAP r (3) 1 314" x 11 1/4" LVL HEADER CONTIH. #5 REBAR5 - REMOVE EXISTING - ® (2) @ TOP E BOTTOM EXTEK. BEARING WALL 'O OF END. WALL O 2x8 CEILING JOISTS @ 16" O.C. 14-0 3 S3 SECTION through MUD RM. & LAUNDRY A 8 1/4" = V-0" (3) 1 3/4" x 9112" LVL HEADER (3) 1 3/4" x 9 1/2" LVL HEADER 2x6 STUD WALL W/ I/2" PLYA1D., HOU5EWRAP E 12" WHITE CEDAR SHINGLES FAMILY RM. 0 FOR FOUND. WALL a W/ SMART VENT SEE DETAIL "H' LEFT 3/4"TEG PLYWD. SUBFLOOR ON 2x 10 FLOOR JOISTS @ I G" O.C. family rm. first floor existing first floor _ N (2) 1 3!4"x 9 1!2" LVL n 11 71' T.O. PROPOS 3 1/2" DIA. CONC. LALLY V FOUND. WALL CRAWL SPACE COLUMNS ON 30'x30'x 1 2' 10.0' GRADE 2" CONCRETE DUST CAP THICK CONCFOOTING5 N 8"5MART VENT TWITH (3) #5 BARS 1 1 O" 221-011 Sn SECTION through FAMILY ROOM 6d8 J 1/4" = 1'-0" N J u J � Lu ._ Q U L -.r0 avi �z } C0 0 w z C7 Tn W 0 Q) (n t La N Ln cccs i Lf) o l.r'1 V) Q M 0 00 ,ct } 1 I exist. (0 M rn EXISTING ATTIC ROOF RAFTERS 0 0 existing plate ht. EXISTING CEILING JOISTS 0 N N EXISTING N - - ROOF O.H. 0 EXISTING WALL 2x 10 ROOF RAFTERS @ I G" O.C. N CLOSET CLOSET W/ 5/8' CDX PLYWD. 5HEATFIING O r E ASPHALT ROOF SHINGLES .� zco 12 ROOF DECK FRAMING: 00 5E If DETAIL 'C" 0 0 O 2x 10 FLOOR JOISTS @ I 0 O.C. existingsecondfloor EXTER. DECK J5T5 CUT TO 1 /8" SLOPE Iii EXISTING FLOOR JOISTS LLI ROOF DECK, BALCONY S - - COLUMN -BEYOND - - (3) 1 3/4" x 11 1/4" LVL HEADER 0 (3) 1 314" x 11 1/4" LVL HEADER o REMOVE EXISTING - ® + EXTEK. BEARING WALL 'O Lu O 2x8 CEILING JOISTS @ 16" O.C. 03 GREAT RM. C) F_ I` 3/4" TSG PLYIND. SUBFLOOP. ON 0M� 2x8 FLOOR JOISTS @ I G' O.C. existing -first floor O ® EXISTING FLOOR JOISTS P � exist. PATIO T.O. EX15rr. . FOUNDWALL O' THICK POURED CONCRETE existing I I FOUNDATION WALL ON 12'x24' CRAWL SPACE a' CONTINUOUS CONCRETE FOOTING L d ® BOTTOM 4 BFUDIM PATIO z O L U) COLUMN - BEYOND EXISTING FOND. WALL J 10" DIA. COHC. SONOTU5E5 ON U 30'x30' CONCRETE FTG. s 9 $ P.T. 4xG POSTS ABOVE CL g ATTACH POSTS TO 50NOTUBE5 W/ vJ 3'-0" +/_ APPROVED SIMPSON POST BASE ALIGN TO EXISTING BAY EXISTING PROP. ADDITION Do S1Q SECTION through GREAT ROOM / ROOF DECK ww A 8 1/4" = V-0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE N J u J � Lu ._ Q U L -.r0 avi �z } C0 0 w z C7 Tn W 0 Q) (n t La N Ln cccs i Lf) o l.r'1 V) Q M 0 00 ,ct } Ln (0 M rn 0 0 0 0 N N N N 0 00 rn C' N O r .� zco 0 00 o 0 0 O Q (Urri� V rn Iii w LLI LLI C * w 0 O o 0 ® N J u J � Lu ._ Q U L -.r0 avi �z } C0 0 w z C7 Tn W 0 Q) (n t La N Ln cccs i Lf) o l.r'1 V) Q M 0 00 ,ct } DRAWING # J 0 LLE/ .� 5 O Q (Urri� V aN z C * J i+ ® Q 'O Lu O Z C) F_ J 0M� O ® P � O W a C/) L d ® z O U) U O s W CL g vJ T ww O w J H - a DATE: 12/21/2015 SCALE: AS NOTED DRAWING # SIMPSON H 2.5 HURRICANE EA. 51DE, SEE DETAIL 'A' (2) 1 3/4" x 16" LVL RIDGE FA5TEN ALL OTHER CONECTIONS WITH 5 PENNY @ 3" O.C. MIN. FAMILY RM. TRUSS "B" 1/4" = 11-0" 8" BUILT OUT RAKE O N 2 ROWS OF 5OLID BLOCKING @ r8" 0. C. AT GA51-E5 — PROPOSED ADDITION 2x10 ROOF RAFTERS @ 16" O.C. 2x10 ROOF RAFTERS @ 16" O.C. @ DORMER 'D 0) I I I � � III III L O O a O I I N N SIMPSON H 2.5 HURRICANE EA. 51DE, SEE DETAIL 'A' (2) 1 3/4" x 16" LVL RIDGE FA5TEN ALL OTHER CONECTIONS WITH 5 PENNY @ 3" O.C. MIN. FAMILY RM. TRUSS "B" 1/4" = 11-0" 8" BUILT OUT RAKE O N 2 ROWS OF 5OLID BLOCKING @ r8" 0. C. AT GA51-E5 — PROPOSED ADDITION 2x10 ROOF RAFTERS @ 16" O.C. 2x10 ROOF RAFTERS @ 16" O.C. @ DORMER -_t (2) 1 3/4"x 11 7/8" LVL RAFTERS SANDWICHED BETWEEN (2) 1 3/4"x 11 7/8" LVL TOP & BOTTOM CHORDS (2) 1 3/4"x 9 1/4" LVL WEB (ONE ON EACH SIDE, BLOCKS WHERE NEEDED) • FASTEN WITH (4) 3/4" DIA. BOLTS \ OF c \ eU\/ryG BALCONY BELOW Irl i 'D 0) I I I � � III III L O O O O N N N N A• y r N 6 0) � O r O 66 \ \ \ .0o Qe' 00 Z r 0 J O_ {�B 'n w" LL Iii w Lij 0 N o N N (2) 1 3/4" x 16" LVL RIDGE BM. * 3 z o C ui N O, l a LLI w LL 00 y LLL Q O tiJA m O O 00 O L U) co + �Q 0 a Ill � �w CL DATE: 12/16/2015 SCALE: AS NOTED (2) 1 3/4" x 11 7/8" LVL �I -_t (2) 1 3/4"x 11 7/8" LVL RAFTERS SANDWICHED BETWEEN (2) 1 3/4"x 11 7/8" LVL TOP & BOTTOM CHORDS (2) 1 3/4"x 9 1/4" LVL WEB (ONE ON EACH SIDE, BLOCKS WHERE NEEDED) • FASTEN WITH (4) 3/4" DIA. BOLTS \ OF c \ eU\/ryG BALCONY BELOW Irl i 'D 0) I I I � � III III L 2 EXISTING ROOF 0 FkSr/NG RppF BALCONY BELOW F \ Q 7 S3 i V8 -0 N G PITCH 7 +/- : 1 2 _ I eU0NG 2x10 ROOF RAFTERS @ 16" O.C. S1 8 BALCONY BELOW EXISTING ROOF exist. RIDGE BD. EXISTING ROOF EXISTING PORCH ROOF � I ----------------- ROOF FRAMING PLAN 1/411 = 1'-0" EXISTING WALLS NEW WALLS THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE Lo 'D 0) 0) L O O O O N N N N A• y r N 6 0) � O r O 66 \ \ \ .0o Qe' 00 Z r 0 J O_ {�B 'n w" LL Iii w Lij 0 0 o 0 N o o * z o C ui N l a LLI w LL y LLL Q O tiJA m O O 00 O L U) co + 0 a Ill � CL DATE: 12/16/2015 SCALE: AS NOTED (2) 1 3/4" x 11 7/8" LVL �I 2x10 ROOF RAFTERS @ 16" O.C. S1 8 BALCONY BELOW EXISTING ROOF exist. RIDGE BD. EXISTING ROOF EXISTING PORCH ROOF � I ----------------- ROOF FRAMING PLAN 1/411 = 1'-0" EXISTING WALLS NEW WALLS THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE Lo 'D 0) 0) L O O O O N N N N y r N 6 0) N O r r 66 \ \ \ .0o H 00 Z r 0 0 0 O_ {�B 'n w" LL Iii w Lij 0 0 o 0 J V Lu W �Q V m 0 w z 0 U) W 0 N 7 L V LA N OJ L L(1 O Ln un Q M co � � O E 00 l7AA►i9D[eiil a L � Q N y .0o H {�B ® z o o * z o C ui LLI w LL y LLL O m O O 00 O L 0 W w O Ill � CL DATE: 12/16/2015 SCALE: AS NOTED l7AA►i9D[eiil i (2)l 3/4" x 11 7/8" LVL RIDGE BEAM- 2 7 51MP50IJ H 2.5 HURRICANE CLIPS EA. 51DE, 5EE DETAIL "A" — FASTEN ALL OTHER COfd ECTIOfl5 WITH 5 PENNY @ 3" O.C. MIN. O \ F (2) 1 3/4"Ix 11 718" LVL BOTTOM CHORD & (2) 1 3/4"x 9 1/4" LVL WEB (BLOCK5 WHERE NEEDED) SANDWICHED BETWEEN (2) 1 3/4"x 11 7/8" LVL RAFTERS (ONE ON EACH SIDE) . FASTEN A TH (4) 3!4" DIA.. BOLTS TRUSS "A" 1/4" =114, ROOF FRAMING PLAN 1/4" = 1'-0" <\roF \�49r/N� �h? OF //V SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" Ln ro m O O O N N N W m N O I I I Z N M OD O o O S2 LLI LLI LLJ ui O N y to 7 s V) m 0) 75 Q L Ln + 0 Ln Ln Q m c: a� O m O v � r (2)l 3/4" x 11 7/8" LVL RIDGE BEAM- 2 7 51MP50IJ H 2.5 HURRICANE CLIPS EA. 51DE, 5EE DETAIL "A" — FASTEN ALL OTHER COfd ECTIOfl5 WITH 5 PENNY @ 3" O.C. MIN. O \ F (2) 1 3/4"Ix 11 718" LVL BOTTOM CHORD & (2) 1 3/4"x 9 1/4" LVL WEB (BLOCK5 WHERE NEEDED) SANDWICHED BETWEEN (2) 1 3/4"x 11 7/8" LVL RAFTERS (ONE ON EACH SIDE) . FASTEN A TH (4) 3!4" DIA.. BOLTS TRUSS "A" 1/4" =114, ROOF FRAMING PLAN 1/4" = 1'-0" <\roF \�49r/N� �h? OF //V SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" Ln ro m O O O N N N W m N O I I I Z N M OD O o O S2 LLI LLI LLJ ui O N y to 7 s V) m 0) 75 Q L Ln + 0 Ln Ln Q m c: a� O m O v � r DRAWING # Al THESE THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE � a N o_= U) J; Z Lu C J a ca O c %Q > °c ,� c3 IL— L Q �� L!J IX W a CD U) ca W N¢CLN L m � f11 lJ CL .- ww O w J a DATE: 12/16/2015 SCALE: AS NOTED DRAWING # Al THESE THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE