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HomeMy WebLinkAboutBLD-17-4428f-- C. N 0`O O -v 0 W a W x y, a. L0 M CV r I n 0 N n N v c v 7 a 0 :L T 9 v I N I CL U i c v CL 4) v CD m r _ i C) 0 0 i E v z If REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF CRAIG A. cg FIELD No.38039 t. PROFESSIONAL LAND SURVEYOR DATE CERTIFIED PLOT PLAN WITH PROPOSED ADDITION AT _ #28 NIAGARA LAN E IN WEST YARMOUTH M AS SAC H U S ETTS (BARNSTABLE COUNTY) JANUARY 18, 2017 PREPARED FOR: Mr. EDWARD SIKONSKI 37 JUNIPER LANE HOLDEN, MA 01520 (508) 797-2722 Y 'up Dsc 349 Route 28,Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2017 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 ASTERS 0 5 10 20 FEET PROJ. MGR.: M. CREIGHTON FIELD: P. HAGIST / C. ARNOLD CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 9440-CPP-I.DWG DWG. NO: 5295-05 SHEET 1 OF 1 JOB. NO: 4-9440.00 exist./prop. top of plate PROPOSED ADDITION exist./prop. first floor ,I EXISTING HOUSE 0 _ W existing top of plate V) N i J to existing first floor w o Q �s CD E m Q�-- " co proposed 0 let} N FRONT (SOUTH) ELEVATION 1/411 = 11-011 U) C O O -- - _ --- ---- -- ---- --- ----------- -- - —_ - -- - -- - - ----- - -- -- -_ ---- -- -- - --- -- --- - - -- -- -- __ j ASHALT ROOF SHINGLES --O - -_ wow � MATCH EXISTING - - ------------ _ ----- *+ _ -------------------------------------- - -- -- --- - - .. -- -- - •� --------------------- I x FASCIA BOARD ON — - -_ - -- -- _- ROOF OVERHANG OVER - - - I x FRIEZE BD. W/ BED MLQG. -- ------------- - - == -- --- -- - -- - TO MATCH TO EXISTING TRIM _ — existing top of plateca N ANDERSEN AWNING WND. d W 1 x CORn!t R 13D. JI A31 N i r— I — —�— T!. ±r ! _ANDERSEN AWNING �'�'ND. I® ' Lu MATCH EXISTING - I - �_�f -- - - -- L -I I amu•13 I - X11=1c- - f =' Z I -- - --- i ea __ 1 ! I !CIO ; — -- I i ' I --t- WrITE CEDAR SHINGLES @ Q EXDOSURE TO MATCH EXIST. I -` O w a>Z existing first floor s. J W TOWN OF YARMOUTH � I I REVIEWED FOR BUILDING AND ZONING CODE COMPI.I- J I ANCE. ERRORS OR Olv',MISSIONS DO NOT RELIEVE THE 51t1?50N NAIL STRAP5 36" CORTIN. F APPLICANT 1BUILT- COMPLIANCE. 0 ~ I i I I E I I= M P.T. (3)2x i O TO 5T UC5/CORhPzS FROM THE RESPONSIBILI iY OF AS BUILT a )- -� COMPLIANCE. DATE: �- -' L - L — I proposed DATE: 02/16/2017 -1 — — — — — — c C n, BUILDING OFFICIAL PROPOSED ADDITION EXISTING HOUSE LEFT SIDE (WEST) ELEVATION 1/411= 11-01F FILA COPY SCALE: AS NOTED DRAWING #: PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION 1120 MPH WIND ZONE existing top of plate -F- O existing first floor EXISTING HOUSE ALIGN ROOF RIDG`5 12 i L 1 x RAKE DD. I I x 5HINGl_E STOP TO MATCH EX15TING WHITE CEDAR 5HINGLES @ Z — — r— EXP05URE TO MATCH EX15 . O -7,* exist./prop. tap of plate Lu J I w i pN N ! Zi._ -, ANDERSEN DOUBLE—HUNG v WITH TRANSOM WINDOWS W/ Ix4 CA51NG —F —4. ( _j.i +J O O � cV E m L CO I x CORNER BD. Q l"� >- Ln i TW2446 i f TW2446 MATCH EXISTING I 1 1 II.1 i I- i I I r exist./prop. first floor N OUTOR i O i ; NAIL STRAPS H 50NOTU13E TYPICAL L -1J L J L_� PROPOSED ADDITION i pN N t v L1! N C cV +J O O Ln 00 cy E m L CO (`n Q l"� >- Ln V i pN z 0 0 Q 0 w 0 a O a w D 0 c� z X W i Z O in w L a tAs v V7 � Ln Ln J � rj J � � Q Nyco >- 0 DC0 m < .- E 00 LD } LA o H C O e. 0 c c A Q O 0 �. 0uj Lu CL w z A tEi O E 0Q� H9ca L Q CL co c CL u- U O J DATE: 02/16/2017 proposed FIRST FLOOR PLANL _%LL SCALE: AS NOTED FE 22 = 2017 1/4v' = 1'-0" EXISTING WALLS DRAWING #: — — — — — DEMOLITION E e T 'E.. 7777= NEW WALLS PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION / 120 MPH WIND ZONE A3=5 3 2'-0" +/- \ STAGGERED IN 2 ROWS ABOVE T BOLT TO EXISTING JOISTS I a 4xG POST above djN 4x6 POST above EXISTING WINDOW SIMPSON SHEAR TIE STRAPS FOR LATERAL LOAD CONNECTION 10" DIA. CONCRETE 50NOTUBE ---------------_ INSTALL IN THESE 2 LOCATIONS: (j I I: I FOR SHOWER ENCLOSURE I' G' -O" or -a TYPICAL: AT EACH 50NOTUBE: APPROVED SIMP50N HD 8'-O" 18'-O" 10" DIA. CONCRETE 50NOTU13E SIMPSON NAIL STRAPS 36" CONTIN. ON CONCRETE 28" DIA. "BIG FOOT' FTG. FROM P.T. (3)2x 10 TO 5TUD5/CORNER5 W ATTACH 6EAM5 TO 50NOTU5E5 WITH SIMPSON TIE DOWN BEAM ANCHORS HOLD-DOWN TENSION DEVICES P.T. (3) 2x10 under fir. jois —�— Y I EA. W/ ALLOWABLE 5TRE55 CAPACITY -- rI oI O o Z o S1 i NOT LE55 THAN 1500 POUNDS �, O N •I \ _ C9 X: P.T. (3)_2x10 underfin joists Lu N til 1 UP SEE DTL. BELOW o 0- (L i p �X 0 O = X LL 0_ i N o o. X o P.T. 2x10 LEDGER FASTEN TO EXIST. HOUSE FRAME I �" FROM EX15T. N r_ W/ 119. BOLTS @ 16" O C WINDOW \ STAGGERED IN 2 ROWS ABOVE T BOLT TO EXISTING JOISTS I a 4xG POST above djN 4x6 POST above EXISTING WINDOW SIMPSON SHEAR TIE STRAPS FOR LATERAL LOAD CONNECTION Z o (n I w Ln 4- a, tA tJ N Ln ftS a� � � N 41CO p b QCO C 4 Cin r L_ pp }Ln O - ---------------_ INSTALL IN THESE 2 LOCATIONS: (j I I: I I' Z o (n I w Ln 4- a, tA tJ N Ln ftS a� � � N 41CO p b QCO C 4 Cin r L_ pp }Ln O (D Z F- N X W STUD WALL ALIGN FLOORS NEW 2x 10 DECK J015T5 r - _E0 O O _ � y tmO ... ) 00 I ++ X °x° ; existing TELEPOSTS - typical a) N C existing 3/2x8's GIRT 1, I i CRAWL SPACE - - �- - -- - c ® 4X 1 ° 3 o FULL BASEMENT m$ top of conc. slab to bottom of fir. jsts F-11" ' Ri N �T-1 t - °w a Z X X I I I a n. a�N i 1J C O NCd Q C) CL ■ 2 M i �` N O CL U- L ----- - L------- ------- — --_.— — ---i � w O 321-011+/- I G'-O"+l- G'-O"+I- 0- i ... DATE: 02/16/2017 SIMPSON SHEAR TIE •••+ proposed EXIST. 2x8 FLOOR JOIST FOUNDATION PLAN SCALE: AS NOTED J015T HANGER FOUND. WALL 2x LEDGER BOARD 114" EXISTING WALLS DRAWING #: GENERAL ATTACHMENT Of LEGER BOARD n NEW WALLS to BAND JOIST or RIM BOARD / SHEAR TIE DTL. VIM I SCALE: 3/4" = V-0° PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION 1120 MPH WIND ZONE INSTALL IN THESE 2 LOCATIONS: (j -a APPROVED SIMP50N HD p W ca HOLD-DOWN TENSION DEVICES Y EA. W/ ALLOWABLE 5TRE55 CAPACITY -- O NOT LE55 THAN 1500 POUNDS �C3} X: .0 UP SEE DTL. BELOW (D Z F- N X W STUD WALL ALIGN FLOORS NEW 2x 10 DECK J015T5 r - _E0 O O _ � y tmO ... ) 00 I ++ X °x° ; existing TELEPOSTS - typical a) N C existing 3/2x8's GIRT 1, I i CRAWL SPACE - - �- - -- - c ® 4X 1 ° 3 o FULL BASEMENT m$ top of conc. slab to bottom of fir. jsts F-11" ' Ri N �T-1 t - °w a Z X X I I I a n. a�N i 1J C O NCd Q C) CL ■ 2 M i �` N O CL U- L ----- - L------- ------- — --_.— — ---i � w O 321-011+/- I G'-O"+l- G'-O"+I- 0- i ... DATE: 02/16/2017 SIMPSON SHEAR TIE •••+ proposed EXIST. 2x8 FLOOR JOIST FOUNDATION PLAN SCALE: AS NOTED J015T HANGER FOUND. WALL 2x LEDGER BOARD 114" EXISTING WALLS DRAWING #: GENERAL ATTACHMENT Of LEGER BOARD n NEW WALLS to BAND JOIST or RIM BOARD / SHEAR TIE DTL. VIM I SCALE: 3/4" = V-0° PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION 1120 MPH WIND ZONE —BEAM & STRAP j LSTA ® EA. RAFTER EN„D RAFTER @ '16” O.C. DISTANCE H2.5 0 EA. RAFTER RIDGE BEAM °a (f Lr ° NOTE: RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL 1x6 ' ` f TOP PLATE ;.`: o %j OR 2x4 LUMBER ARE LOCATED IN THE !;'1 UPPER 'THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING 5)10d NAILS EACH END RIDGE BAND STRAP RAFTER TO PLATE CONNECTION SCALE: N.T.S. SCALE: N.T.S. (3)2x8 HEADER below ItAF= w O T 0 z I'_ cn X LU c� CC w F_ LL 9 U_ O O V_ X CV ROOF FRAMING PLAN 1 /4" = 1'-0" NAILING SCHEDULE vi z O LU I NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION COMMON NAILS BOX NAILS s ROOF FRAMING BLOCKING TO RAFTER (TOE_ NAILED) 2-8d 2-1 Od EACH END RIM BOARD TO RAFT7, (END NAILED 2-1 Gd 3-1 Gd EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-1 Gd 5-1 Gd AT JOINTS STUD TO STUD (FACE NAILED) 2-1 Gd 2-1 Cd 24' O.C. HEADER TO HEADER (FACE NAZI ED) I Gd I Gd 24' O.C. ALONG EDGE5 FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4- I Od PER JOIST BLOCKING TO J015T (TOE NAILED) 2-5d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-1 Gd 4- I Gd EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-1 Cd 4- I Gd EACH J015T J015T ON LEDGER TO BEAM(TOE NAILED) 3-5d 3-10d PER J015T BAND J015T TO J015T. (END NAILED) 3- I Cd 4 -)Gd PER J015T BAND JOIST TO 511L OR TOP PLATE (TOE NAILED) 2-1 CD 3-1 Gd PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS _ _Z RAFTERS OR TRUSSES SPACED UP TO I G" O.C. 8d 1011 G" EDGEjV FIELD RAFTERS OR TRU55E5 SPACED OVER 10 O.C. 8d I Od 4" EDGUr-' FIELD GABLE FNDWAII P.AKE OR RAKE TRU55 w/o GABLE OVERHANG 8d I Od G" EDGEJC' FIELD GABLE ENDWALL RAKE OR RAKE TRU55 ww/ STRUCTURAL 8d I Oc! G" EDGE/G" FIELD CUTLOOKERS W LL GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS 8d ! Od 4' EDGE4' FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d C0OMR5 - 7' EDGE1l O" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. 861 1 Od 0 EDGE/ 12" FIELD Yz" AND 2�V FIBERBOARD PANELS 841 Q 3" EDGIV0 FIELD Y2" GYPSUM WALLBOARD 5d COOLERS CL2 7" EDGE11 O" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS _ I" OR LESS 8d I Od G" EDGE1 N FIELD GREATER THAN I' 1 Od I Gd G' EDGE/G' FIELD vi z O LU I @ ROOF RIDGE: SIMP50N 1_5TA 18 STRAPS @ EVERY RAFTER C SEE DTL. - A50VE s 13/4" x 14" LVL RIDGE BEAM 2x8 COLLAR TIES @ I G' O.C. _ 12 2x 10 ROOF RAFTERS @ I G` O.C. Ln W/ 1/2" CDX PLYWD. SHEATHING w � W ` # ASPHALT ROOF SHINGLES 4P 0 n 2x8 CLNG. J015TS @ I G' O.C. V) 4rn IN FLAT CLNG. AREA - BEYOND M 51MP50N H 2.5A CLIPS � 0 1,0 m ri @ EA. RAFTER - SEE DTL. - ABOVE r' E T � r< >- O V y o exist./prop top of plate ALUMINUM GUTTER ON _. � —-----------� I I� ! x FASCIA SD. ON 6"+/- O.H. + i TO MATCH EX15TING _ _Z f ANDERSEN AWNING WND. d KU C3 W LL + = proposed _ ct) New 2xG STUD WALL w1 'a MASTER BEDROOM L Z Q 5 1/4" FBGL. INSULATION, CL2 U _ Ly CL 1/2" PLYWD." HOUSEWRAP L U) U W 51DING TO MATCH EXISTING Q r d 2x 10 FLOOR J015T5 @ I G' O.C. DATE: 02/16/2017 SCALE: AS NOTED W/ 3/4" T4mG PLYDW. SUBFLOOR I exist./prop. first floor - - (2)2xl0 flush .. +� r . s ,t ( 2) 2x0flush - e P.T. (3) 200 under fir. joists DURAKOCK or EQUAL COVERING .I I_L I �. - So i�1 ,� _;. .• }� ,y3.Y�x 1; ..: 1_ 1 _I I—I I I—III_ III GRAVEL ON POLY TYPICAL: ��Ilil! �. •.•. .. ���_ 10" DIA. CONCRETE 50NOTUDE ON CONCRETE 28" DIA. 'BIG FOOT" FTG. • • ATTACH BEAM5 TO 50NOTUBE5 WITH 51MP50N TIE DOWN 13FAM ANCHORS S1 TYPICAL CROSS SECTION A ;rJ 1/4" = 1'-0" PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION / 120 MPH WIND ZONE i vi z O LU I U) V 41.61 C s V t4 Ln J w � W O 4P 0 n Q V) 4rn M p[ � 0 1,0 m r' E T � r< >- O V U) C O i o Z _ LZ _Z d KU C3 W LL O O N 'a e Z Q CL2 U Ly CL U) W O d DATE: 02/16/2017 SCALE: AS NOTED DRAWING ##: