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Home My WebLink AboutBLD-20-2087SECOND FLOOR )POSED: RT ROOF w/BRACKETS 'ENDED DECK AREA 2x LEDGER ROOF SHINGLES MATCH w/EXISTING %" GDX PLYWOOD 15# FELT PAPER 2x8 RAFTERS 16" O.C. 2x8 CLG. JOISTS 16" V -GROOVE CLG. s - - - - - - - - -- ALUMINUM DRIP EDGE "p" 7 lol o SIPIPSON H2.5A EACH Ix3 TRIM RAFTER TO PLATE CONNECTION Ix8 FASCIA 2-2x8 P.T. HEADER w/Ix P.T. TRIM WOOD BRACKET FIRST FLOOR 3 ROOF _w/�BRACKET SCALE/211-10 DEGKIN(U UJMAlZ� l uvw - - - v IN 1. . - _ - - - - - - THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION 1 120 MPH WIND ZONE M w 0 >-1n O x N O w z -O O 0 Ln p Fn 4) rr Lu Q = N O (D N J m O z p Lu [��00 H Q C 2 C R ED w W l/1 co w w _ CD Ln p a W zw Ow Y Ln rn 7 Lu y O Ln Lu♦� rl 1-0 N O N � c6 Z U,I N _ � � N (% QCD 00 p JyZa N THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION 1 120 MPH WIND ZONE M 1 1 00O 0 >-1n t0 N O z 0 Ln w Fn 4) rr Lu Q = N N CD N J m O p Lu [��00 Q C 2 C N 1 ED w W l/1 co w _ CD Ln p W THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION 1 120 MPH WIND ZONE M ti t0 N O Q w rr 7 cC Lu �L ® r W y O ° Lu♦� N � Z U,I _ JyZa o N Q G N W J �+ 0. V coW DECORATIVE BRACKET DETAIL w w w SCALE: 1" = V-0" w ~ yy (L DATE: 2113 /2019 TOWN OF SCALE: 1/4" = 1'-0" REVIEWED FOR PLI"DING AND ZONNIG CODE CO`BPU- ANCE. ERRORS OR C,iiliSSIOP!S DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OFF 'AS BUILT' RECEIVED DRAWING#: COMPLIANCE. /) DATE: ia-al- OCT 092019 ✓ DING ( BUILDIN OFFICIAL HEALTH DEPT ® �� jj THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION 1 120 MPH WIND ZONE 3 Y2" O.D. STEEL LALLY COLUMN FILLED w/CONCRETE FILL w/BITUMINOUS JOINT FILLER AND TOPPED w/ FLEXIBLE JOINT SEALANT MATCH DECKING w/EXISTING a DINING a P.T. DECK JOISTS 10 O.0 STEEL BASE PLATE vco m EXISTING CONCRETE SLAB 2Yz" VERIFY FOOTING IS ON '-' COMPACTED GRANULAR FILL OR ' j N UNDISTURBED GRANULAR SOILS I I ® a w/ NO CLAY, PEAT, LOAM, VEGETATIVE MATERIALS. 36"x36"x12" CONCRETE FOOTING a 4-#5 BARS EACH WAY I p 2-2"x10" P.T. HEADER d o mm w/YZ" DIA. THRU-BOLTS BEAM MUST BEAR ii r I F I Q wo� FULLY ON NOTCHED li00 POST --- - - 1 - ® 1 1 001 I I MIN. 6"x6" P.T. POST o N w r -Ln N CABINETS WHITE UPPER CABINETS/ GRAY BLUE BASE CABINETS T= -n7= IIII I _IIIIIIIIII Ix SKIRT BD. I��I i 111 I I_I 111111 11 I I—III- 1 1 1 1 I I l III=1 I I—II I 1 1=1 11=1 I—I I I I I IH III,31, I I-' IN. TO REMAIN IN. — OR LALLY COLUMN AT FOOTING 1 1 _Yw7DOUBLE IXlWALL FUR OUT WALL 2 -PLY 2x BEAM SCALE 1 Y2" = 1'-0" M MATCH DECKING w/EXISTING DINING 2"x8" OR 2"x10" P.T. DECK JOISTS 10 O.0 vco m 2Yz" 2-Y" DIAMETER '-' ' " j N I I ® I I THROUGH -BOLTS I I 2-2"x10" P.T. HEADER w/WASHERS o mm w/YZ" DIA. THRU-BOLTS BEAM MUST BEAR ii r I F I Q wo� FULLY ON NOTCHED li00 POST --- - - 1 - ® 1 1 001 I I MIN. 6"x6" P.T. POST o N w r -Ln N CABINETS WHITE UPPER CABINETS/ GRAY BLUE BASE CABINETS HARDWARE, Ix SKIRT BD. I��I i EXISTING TILE BACK SPLASH I I -PLY 3x BEAM TO REMAIN — OR I-VAl 1 _Yw7DOUBLE IXlWALL FUR OUT WALL 2 -PLY 2x BEAM M CLOSET - 1 ITRA�;+II OVEN In SIMPSON ABU66 TYP. _t_VJ •-• N SIDE VIEW FRONT VIEW SPLICED BEAM to NOTCHED POST OPEN SHELVES 16 X20 ' NK INTEGRAL SI _ _ _ — — — — — — — —. SCALE 1 Y2" = V-0" 5/e DIA. ANCHOR BOLT N O 0 10" DIA. SONOTUBE SIMPSON BC6 O 3 -PLY 2x BEAM •p• 3 -PLY 2x BEAM Q SIMP50N BC6 BF -25 BIGFOOT FOOTING •O MIN, 6"xb" P.T. POST MIN. 6"x6" P.T. POST ALTERNATE W/3 PLY BEAM ot,r�L.c I /2 2 POST FOOTING DETAIL SCALE 1 Y = 1-0 EXISTING DECK EXISTING LIVING ROOM 11 II EXISTING I DINING ROO/I EXISTING 0 w O J: m O O O 0 0 O C9 z m X w (/1 (L z w Ow Y U 0) > w co I ro DECK Lf1 a o -_---_---- EXISTING I I DECK N r_ J 11 N Q C) EXISTING EXISTING w 0 KITCHEN MUD W' - o n d w U m 11 � E I 0 } 0 z ----------- F DEMO PLAN PLAN EXISTING PROPOSED o o SCALE: 1/8" = 1'-0" WALL KEY EXISTING WALLS C:1 WALLS TO BE REMOVED THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 120 MPH WIND ZONE DRAWING #: LIVING ROOM DINING vco m } O m W a> >, -o o mm ii Q wo� li00 o N w r -Ln CABINETS WHITE UPPER CABINETS/ GRAY BLUE BASE CABINETS HARDWARE, REUSE EX15TING CABINET HARDWARE I��I i EXISTING TILE BACK SPLASH I TO REMAIN BROOM 1 _Yw7DOUBLE IXlWALL FUR OUT WALL M CLOSET - 1 ITRA�;+II OVEN In •-• N to - OPEN SHELVES 16 X20 ' NK INTEGRAL SI _ _ _ — — — — — — — —. _ N O 0 _ STRIP OUTLETS O _ - UC .TAPE LIGHTS - Q --- CI35 EXISTING COAT BENCH ; 'o o I I DECK CLOSET W/ HOOKS — —. PROPOSED m I Q " `" N o V ------- LAUNDRY/ Z MUDROOM r N I P4035Lu Z PROPOSED Z i Q F KITCHEN FOLDING --- �E.3068 3/4 GLASS STRIP OUTLETS VC TAPE LIGHTS 36• COOKTOP --- CI35 r FUR OUT OUT W DOORrD WALL B DRYER Lo I ®®® FLUSH ® Q U - HANGING 1 ®®® I — �// Q Y OPEN SHELVES --- ------- i I 1 i" -2 -2 ADD PROP.DOOR Q TO J`--- EXISTINGSHOWEREXISTING NOUTDOOR Q = SHOWER F' 44 N W LL STEPS � v d N/ O 14) PROPOSED + DECK IL coco u_ 1- U W 0 ll.l J a � DATE: 2113 /2019 SCALE: 1/4" = T-0" THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 120 MPH WIND ZONE DRAWING #: SECOND FLOOR FRAMING LU O x O O F 7 O (7 Z F U) w III ZW O `II rn r--------------------------.------------_-----------------------------------.---- '- W m r� ■ Lo 2 ROWS OF 2 -PLY BEAM 16d NAILS 12" O.C2. 3 Yx" WIDE 2 ROWS OF 3 -PLY BEAM Ys" THROUGH BOLTS 5 Ya" WIDE 12" O.C. w/ WASHERS 2" L MULTIPLE LVL BEAM CONNECTION SCALE: 1" = 1'-0" SECOND FLOOR FRAMING LU O x O O F 7 O (7 Z F U) w III ZW O `II rn r--------------------------.------------_-----------------------------------.---- '- W m r� ■ Lo i L L I I m L III I Z - EXISTING 0 FOUNDATION Lu L III WALLS L EXISTING 3-2x10 III GIRT III III III EXISTING LALLY COL. I III A-2 EXISTING BASEMENT III III SIL PROPOSED 3 Y2" CONCRETE r POST UP FILLED STEEL LALLY ON 36"xEIGY2"D CONCRETE FOOTING BELOW PROP. POST L JL J EXISTING LALLY III COL. EXISTING 2-2x 10 1 I I i EXISTING DECK I ROOF/CLG. FRAMING ADD xA7 X15TING OF 1 END OF EXISTING THIS I DECK IF NEEDED J IF NOT EXISTING AND HANG LVL BEAM I FOUNDATION PROPOSED DECK 2AMED WALL5 I JOISTS I L ----------------------- A-2 2xB P.T. LEDGER G w/2)`/e" DIA. 6 2x8 P.T. DECK JOISTS I6" O.G. III lu N1 LAG BOLTS 10 O.G. .4 O H=T d - - \ / \ \IIr 77 / Tl 2-2x10 P.T. U HEADERS j2xB P.T. DECK JOISTS 16" O.C. v III III O III a / l� Ox(." P.T. PO5T5 4-F DATE: ------_---- -------=- TYP. 5•_10" 6 -B" 7'-4" 7'-4" SCALE: PROVIDE 10" DIAM. SONOTUBE W/BIGFOOT FOOTING (BF25) DRAWI FOR COLUMN SUPPORT ABOVE FOUNDATION / FIRST FLOOR FRAMING THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 120 MPH WIND ZONE