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HomeMy WebLinkAboutBLD-01-783I - - - - - — i I i i k WN. HFIGHT: T-8• FLP TO SILL 1'-10 1/2" y ..—( — - -- TM. OF BEAM TO FLOOR: 8'-0" ;I I II it • I (1 CL. HEIGHT CL. HEIGHT C ' 1/2 DiNING ROOM DINING ROOM 24'-5•x46'-7" j Q 30 -9•x47-4" E "TM. OF BEAM I TO FLOOR: T-9• DINING ROOM 44'-10'X59'-9" I STAIR22 SERS OVERALL `-- — -- ---- ---- -- — - - - .-. - - -- -- L Mi 11 RISERS TO LANDING - 2'-5' DEEP LANDING O MID. TREAD O 0'-10 1/2' RISERS HT. O 7" 17.4' i I! UP W04E POOH r DR.HTT. 6'-8" _- I� I � CL. HEIGHT V-11" + CL. HEIGHT DINING ROOM BAP 8'-4• + r► KITCHEN DR. T. 6'- 7' 27* -3"X46'-7_ m ^ 1©'X49' -1p a rBTM OF BEAM - - ,1� 10 FLOOR: 11'-8" 0 0 o f a o i � VAN. HEIGHT 4'-5" NLN. HEIGHT: 4'-5" W.N. HEIGHT. 4'-5' FLR. TO SILL. 2'-7 1/2"FLR. TO SILL: 2'-7 1/2"FLR. TO SILL` 2'-7 1/2_ DR HT 7C I ` ' CL_ REICH T - r 7'-3" + y at'� NE�Hht�r 1� T�fhf.� I HALL I( /1 T1 V' T -11 x23-0 9'-8• T 1 >t /• ' 1/ S p s z - v _ c o Ht. 7u 3- < .` ! `, -'' CL-. HEIGHT O COOLF _ x 1 4 _;—" � P F 'I / ` + R. Cl. HEIGHT 8'-5" + LOUNGE I GkHt:.�_C CL. HEIGHT DR HT. I --� Ci T-2" Iia UP 5 1 n, Cl. HEIGHT I� BAR HALL DINING 80044 is KITCHEN 7'-3' + COOLER M p� 19'-6"X30'-0' 24'-5"X1T-tt' 20'-O'xlf'-8" 7 20'-1O'XX-4 G? �} V_. tt i'O HALL 3 4.2' rn~ 1 C}. HEIGHT CL HEIGHT `I CL. HEIGHT 0 9 -a" + 8'_4 1/2- + r �. BACK ENTPY 8_2" + ~ 1f� 7' HEIGHT i This Cop 10 r, HT 6 • ,L ©'-7-\ 4'-8"X6'-0" 6' -3'Y8' -BFB Q plan must be on site with 7' - 3' + h ® © COOLER N the permit and the 1 v Cl. HEIGHT CL. HEI` n I� 8'-6" + 8'-6" 4 I CL HEIGHT N u I o CL. HEIGHT 8'-5" + Licensed Sed Construc ' h 8•_4• + DR.Hr. r -o t, _e"xts'-4' SUperVIS tion HALL — scuLLERY or must be Present �; GQ 6'-4"X6'-8• QF 21'-9"X32'-7" inspections, t for all - d —w o P s, 24 Hour notice Minimu T::D L w n1 0 RES fn 11 s + ' UP 6 YAP. HEIGHT: 5-i" NLN. HEIGHT: S'-1" �fi' j�,. -- with Cal fee.! U - P TRo M _:---- _�, ' - P i back �'' - �� .o FIR. TO SILL: 2'-3" FLR. TO SILL- 2'-.+ iC 4X1. _ . ES 0 — STC4e� rn T. t, HEIGHT = 5.9' 4.2' i— E CL. HEIGHT g1�6 + J o TOWN OF YARMOUTH � / o `10'-4'x9'-4` -c z, -5" = DINING ROOM 9'-5" + r. STAIRS — —. CL HEIGHT , 1 Yy 1- RM H ! _, ROOM ROOM N°N HEIGHT: 4'-0 MAN. HEIGHT: 4'-0• 38.4' NLN. HEIGHT: 4'-0' a 8�-3 1 2' + o "•0U�17 CL HE'CH t ' 0 ° 01 r11 1t' -8"X7'-7' / /2• FLR. TO SILL: 3'-3 1 / - s + DRAT. 6 7' CL HEIGHT 20'-0•x17-9' Gil 0'-I1"X4'- FLR. TO SILL: 3'-3 1 2FLR. TO ALL: 3'-3 1 /2" a �., `�' ' • r, 'Q- NLN. HEIGHT: 4'-2" INN• HEIGHT: 4'-2" ® 6'-10"X4'-2 ; ' ins — /_i 8'-5 t/2" + lR_T_0 SILL: 2'-5 1/2 FIR. TO SILL: 2'-5 1 ® CL. HEtGHi ENTRY -6' + WN. HEIGHT` 5'-0" w`. H�I.-0" 4J.Y N1N. HEIrHT. t'-11 1/2• 4. 1.0-- `^+ 8 - T-6•X1T-10" T ao FLR TO SILL: 2'-8' F,r !,^ ..LL •2'-8' FLR. TO 51',.L 2'-s' - I , 4 4.9' I I OFFICE HALL Fi y ® r rd h So .. 6'-7"x10'-0 .0 12'-1'x11'-9" 9.0' I ny -�2�1 x n-..� �� INN. HEIGHT: 4.-t. �0 �G�J'' y�,` �o, �I o Ct. � HEIGHT ��, I REU��� �� �� ARMOU \ FLP r ^ 5LL: 2'-4• � o Q ? \ N u ED FOR BUILDING AND ZONING CODE COMP rel F _ ANCE, ERRORS OR OMMISSION LI• ell' ' >r. 8.2 + APPLICANT FROM THE RESPONSIBILITY OF -AS BUILT' COMPLIANCE. N � CL. HEIGHT sTOPAGE DATE: — IL' i rn 8'-7' + 9'-5'x27'-2" — I BUILDING FFICIAL FI?STI FLOOR PLAN SCALE, t/` -I' n NOTE ALL C'JILIx".G PFRM1 EF . PVEN3,_'1.i FROM >*' E' ER f +GWEER r. :q 09CUM04_P_E 0 INITIAL ISSUE 03/27/01 NO. REVISIONS DATE TI TLE: EXISTING FIRST FLOOR PLAN PROJECT: ANTHONY'S CUMMAQUID INN FOR: MICHAEL WATSON, ANTHONY'S CUMMAQUID 2 MAIN STREET YARMOUTHPORT, MA. 02675 MICHELE C. TUDOR, P.E. Consulting Structural Engineers 123 COTTONWOOD L.AhJE, CE NTERVILL.E', MASSACHU`>!"TTS 02(132 (50(1)771-7601 JOB NUMBER: 2001-19 DRAWN BY. ASCI/MCT DRAWING NUMBER. A — 1 SCALE: AS NOTED DATE: MARCH 27 2001 R 0 0 F D E C K P L A SCALE: 1/8' = l'-0" 09CUM04=P-E INITIAL ISSUE 03/27/01 REVISIONS DATE T.T E: EXISTING ROOF DECK PLAN ANTHONY'S CUMMAQUID INN FGA: M11CHAEL WATSON, ANTHONY'S CUMMAQUID 2 MAIN STREET YARMOUTHPORT, MA. 02675 MICHELE C. TUDOR, P.E. Consulting Structural Engineers 12.3 COTTO"WOOD LANE, CENTERVILLE, MASSACHUSETTS 02632 (508)771-7601 JOB NUMBER: 2001-19 DRAWN BY: ASGI/MCT DRAWING NUMBER: A-2 SCALE: AS NOTED DATE: MARCH 27 2001 t i I i T_ W Z _JL.L 0 00 zQt� 0 ci m~ 00 O + PARTIAL ROOF / UPPER DECK PLAN SCALE: 1/4' = 1'-0" o NEW P.T. POST EXISTING POST I<— ADD P.T. 2X8 D1 AG. ----------- TIES TO NEXT FPAMF I REBUILD EDGE BM. W/ INDIVIDUAL 4X4 @ JOIST ENDS; LAP w/ NEW 2X8 HEADER I ADD P.T. 2X8 DIAD. 00 I TIES TO NEXT FRAME NEW P.T. 6X6 SIMPSON PBS66 w/ 16d NAILS +I 0 I FILL FOR EXISTING 6X4 POST w/ POSITIVE POST BASE ON 10" DIA. PIEP. PITCH TO REMAIN 0 ;r A -A 1/4"=V -O" EXISTING 6X2 DECKING (1/4" GAPS) Lw/ NEW 1X4 MAHOGANY DECKING OVERLAY ® +2'-0" T.O. DECK _POSTS @ U i RAME. SEE DETAIL 1 * ADD ROOF DRAINS @, PONDED AREAS (MEMBRANE ROOF) B -B 112"=1'-0'.' EXISTING RAIL - POST: THRU- BOLT @ CONN. w/(2)5/8..0 ■ ■ 2-16d Ca 12" O.C.T VERTICALLY NEW P.T. 2X4 IN TWO PLANES EXISTING RAIL POST T.O. WALKWAY +1'-11" EXTEND P.T. 2X8 TO RAIL POST T.O. ROOF 0'-0" ADD 4X4 INTERIOR POSTS, THRU-BOLT GANG P.T. 2X8 TO EXISTING 2X8 HDR.,(2)5/8"j) THRUBOLTS TO POST EXISTING 4X4 POST X 6'-0" + LONG TYPICAL DETAIL @ POSTS a6'-0" 3/4" = 1' -0- -NEW 1X6 MAHOGANY RAIL CAP MIN. 2 SCREWS/POST GENERAL NOTES AND MATERIAL SPECIFICATIONS: 1. All workmanship to conform to the requirements of the Massachusette State Building Code, latest edition. 1 2. The Contractor shall verify a minimum soil type of sand, gravel mix, with a minimum berring capacity, q a=3000 pss for soil conditions other than above, the Engineer of record shall be contacted prior to form setting. LZ 3.' Field verify dimensions where required. Q4. Provide sufficient temporary bracing and shoring to permit the safe installation and completion of all work without damage to property, the existing house and houses on abutting lots, and without jeopardizing the safety of any person(s). 5. Concrete: Minimum 28 day strength, f'c=3000 psi, 3/4 aggregate, designed per American Concrete Institute Code, latest issue, max. slump = 4". a.) Steel Reinforcing Bars: New billet steel, ASTM A-615, Grade 60. 6. Timber Framing: a.) Exterior Framing: Pressure Treated Yellow Pine with minimum Fb=1300 psi, E=1400 ksi b.) Posts: Provide continuos nailing to adjacent framing members. Provide lateral bracing at all framing intersection points. c.) Remove and replace all deteriorated existing timber framing. 7. Connectors and Fasteners: a.) Simpson Strong -Tie connectors to be installed per manufacturer specifications, with all nail holes filled, with the size as specified by the manufacturer. b.) Bolts: ASTM A307 galvanized, or better. Provide washers at all wood contact. c.) Wood Screws: Provide galvanized or stainless steel wood screws to re -attach existing `7- 6x2 decking to existing joists, minimum 1 screw per contact to supplement existing (stripped) nailing. i I I @ New Decking: provide 2 screws per contact. I I I I i w I p I I Q I I or_ 0 I I 0 i I I I I I I I I I LOWER DINING EGRESS -NOT I IN SCOPE IEXISTING BUILDING LINE I ® +0'-0" T.O. ROOF - I - -------------- ------------------- , I I I I I I t I (MEMBRANE ROOF) NEW P.T. 6X6 POST ON 12"Q, PIEP ON 'BIG FOOT' FTG. I I® (TYP.2) ------ --------- ---------- --------- -- ___ --------- -- S _: EXr'TING 6X4 POSTS , �2 2X8 P.T. y/ STRUTS TO NEW 6X6 POSTS EX W � N I iS,Ti'�; WALi:I'a'r + > z _ I i +1'-11" T.O. DECK a (n N IN (�. i a� UJ I ! ----- - --- - --- - - -�-- - II J NEW 4X4 @ END TO PREVENT I I ROTATION OF STACKED BEAM I A A CVI C'TIAI/1 C- .i r�r�...-. ... .. LZ Q, N REPOSITION EXISTING - > 1X4 MAHOGANY DECKING w/ MIN. RAIL POST INTERIOR 2 SCREWS @ 16" O.C. TO EXISTING BAND JST. T.O. ROOF SOLID BLOCK IN RAIL POST, TOENAIL SCREW THRU-BOLT RAIL PDST TO EXISTING JST. END IOF EXISTING JST. oTYPICAL UPPER DECK RAIL REPOSITION' 3/4" - 1'-0" ~-0 1 TYP. RISE=7" i I TYP. RUN=11" �r P.EMOVE/REPLACE 6X2 T.O. RAIL w/ P.T. 6X2 ALL 2X8 HEADERS TO BE DOUBLED- REMOVE/REPLACE TIPPED PIER N -j-- -.ALL POST CONN.'S (2) 5/8"o THRU-BOLTS w/12"o PIER ON 'BIG FOOT' FTG. +� I w/ WASHERS @ ALL WOOD CONTACT AND NEW P.T. 6X6 POST I -EXTEND HEADERS TO TIE IN RAIL POSTS 3'-6" ABOVE POSTS TO GRADE (NOT SHOWN FOR CLARITY.) CLR. -MIN 2" WOOD EDGE DISTANCE @ ALL BOLTS (N. T. S.) I I I EXISTING BUILDING LINE &4-0'-0" T.O. ROOF I j j I z I I G � I I I � I I EXISTING 4X4 POST NES'.' P.T. � NEW P.T. ON 10"o PIER (TYP.) I 2X4@1 "O.0 o D"4. 6R 2X4Cc "O.0 INDICATES EXISTING POST � I I .I ;�, V D E IAGONAL BRACE DN. _ -- I I I � I rn I Z D i I ' v O INITIAL ISS( I EXISTING SLAB IN GOOD.. NO REVISIONS CONDITION TO REMAIN t TITLE: �3'-8 1/2" CL., PROPC ' UPPER P R n, IF rT- O�- NtlCiC TU F1E yG 4 at CJ No. 4771 S -RU URAL �'qr '�fClSTE�E���a`�``� FSS/©NAt 09CUM04_P-E F i I i T_ W Z _JL.L 0 00 zQt� 0 ci m~ 00 O + PARTIAL ROOF / UPPER DECK PLAN SCALE: 1/4' = 1'-0" o NEW P.T. POST EXISTING POST I<— ADD P.T. 2X8 D1 AG. ----------- TIES TO NEXT FPAMF I REBUILD EDGE BM. W/ INDIVIDUAL 4X4 @ JOIST ENDS; LAP w/ NEW 2X8 HEADER I ADD P.T. 2X8 DIAD. 00 I TIES TO NEXT FRAME NEW P.T. 6X6 SIMPSON PBS66 w/ 16d NAILS +I 0 I FILL FOR EXISTING 6X4 POST w/ POSITIVE POST BASE ON 10" DIA. PIEP. PITCH TO REMAIN 0 ;r A -A 1/4"=V -O" EXISTING 6X2 DECKING (1/4" GAPS) Lw/ NEW 1X4 MAHOGANY DECKING OVERLAY ® +2'-0" T.O. DECK _POSTS @ U i RAME. SEE DETAIL 1 * ADD ROOF DRAINS @, PONDED AREAS (MEMBRANE ROOF) B -B 112"=1'-0'.' EXISTING RAIL - POST: THRU- BOLT @ CONN. w/(2)5/8..0 ■ ■ 2-16d Ca 12" O.C.T VERTICALLY NEW P.T. 2X4 IN TWO PLANES EXISTING RAIL POST T.O. WALKWAY +1'-11" EXTEND P.T. 2X8 TO RAIL POST T.O. ROOF 0'-0" ADD 4X4 INTERIOR POSTS, THRU-BOLT GANG P.T. 2X8 TO EXISTING 2X8 HDR.,(2)5/8"j) THRUBOLTS TO POST EXISTING 4X4 POST X 6'-0" + LONG TYPICAL DETAIL @ POSTS a6'-0" 3/4" = 1' -0- -NEW 1X6 MAHOGANY RAIL CAP MIN. 2 SCREWS/POST GENERAL NOTES AND MATERIAL SPECIFICATIONS: 1. All workmanship to conform to the requirements of the Massachusette State Building Code, latest edition. 1 2. The Contractor shall verify a minimum soil type of sand, gravel mix, with a minimum berring capacity, q a=3000 pss for soil conditions other than above, the Engineer of record shall be contacted prior to form setting. LZ 3.' Field verify dimensions where required. Q4. Provide sufficient temporary bracing and shoring to permit the safe installation and completion of all work without damage to property, the existing house and houses on abutting lots, and without jeopardizing the safety of any person(s). 5. Concrete: Minimum 28 day strength, f'c=3000 psi, 3/4 aggregate, designed per American Concrete Institute Code, latest issue, max. slump = 4". a.) Steel Reinforcing Bars: New billet steel, ASTM A-615, Grade 60. 6. Timber Framing: a.) Exterior Framing: Pressure Treated Yellow Pine with minimum Fb=1300 psi, E=1400 ksi b.) Posts: Provide continuos nailing to adjacent framing members. Provide lateral bracing at all framing intersection points. c.) Remove and replace all deteriorated existing timber framing. 7. Connectors and Fasteners: a.) Simpson Strong -Tie connectors to be installed per manufacturer specifications, with all nail holes filled, with the size as specified by the manufacturer. b.) Bolts: ASTM A307 galvanized, or better. Provide washers at all wood contact. c.) Wood Screws: Provide galvanized or stainless steel wood screws to re -attach existing `7- 6x2 decking to existing joists, minimum 1 screw per contact to supplement existing (stripped) nailing. i I I @ New Decking: provide 2 screws per contact. I I I I i w I p I I Q I I or_ 0 I I 0 i I I I I I I I I I LOWER DINING EGRESS -NOT I IN SCOPE IEXISTING BUILDING LINE I ® +0'-0" T.O. ROOF - I - -------------- ------------------- , I I I I I I t I (MEMBRANE ROOF) NEW P.T. 6X6 POST ON 12"Q, PIEP ON 'BIG FOOT' FTG. I I® (TYP.2) ------ --------- ---------- --------- -- ___ --------- -- S _: EXr'TING 6X4 POSTS , �2 2X8 P.T. y/ STRUTS TO NEW 6X6 POSTS EX W � N I iS,Ti'�; WALi:I'a'r + > z _ I i +1'-11" T.O. DECK a (n N IN (�. i a� UJ I ! ----- - --- - --- - - -�-- - II J NEW 4X4 @ END TO PREVENT I I ROTATION OF STACKED BEAM I A A CVI C'TIAI/1 C- .i r�r�...-. ... .. LZ Q, N REPOSITION EXISTING - > 1X4 MAHOGANY DECKING w/ MIN. RAIL POST INTERIOR 2 SCREWS @ 16" O.C. TO EXISTING BAND JST. T.O. ROOF SOLID BLOCK IN RAIL POST, TOENAIL SCREW THRU-BOLT RAIL PDST TO EXISTING JST. END IOF EXISTING JST. oTYPICAL UPPER DECK RAIL REPOSITION' 3/4" - 1'-0" ~-0 1 TYP. RISE=7" i I TYP. RUN=11" �r P.EMOVE/REPLACE 6X2 T.O. RAIL w/ P.T. 6X2 ALL 2X8 HEADERS TO BE DOUBLED- REMOVE/REPLACE TIPPED PIER N -j-- -.ALL POST CONN.'S (2) 5/8"o THRU-BOLTS w/12"o PIER ON 'BIG FOOT' FTG. +� I w/ WASHERS @ ALL WOOD CONTACT AND NEW P.T. 6X6 POST I -EXTEND HEADERS TO TIE IN RAIL POSTS 3'-6" ABOVE POSTS TO GRADE (NOT SHOWN FOR CLARITY.) CLR. -MIN 2" WOOD EDGE DISTANCE @ ALL BOLTS (N. T. S.) I I I EXISTING BUILDING LINE &4-0'-0" T.O. ROOF I j j I z I I G � I I I � I I EXISTING 4X4 POST NES'.' P.T. � NEW P.T. ON 10"o PIER (TYP.) I 2X4@1 "O.0 o D"4. 6R 2X4Cc "O.0 INDICATES EXISTING POST � I I .I ;�, V D E IAGONAL BRACE DN. _ -- I I I � I rn I Z D i I ' v O INITIAL ISS( I EXISTING SLAB IN GOOD.. NO REVISIONS CONDITION TO REMAIN t TITLE: �3'-8 1/2" CL., PROPC ' UPPER P R n, IF rT- O�- NtlCiC TU F1E yG 4 at CJ No. 4771 S -RU URAL �'qr '�fClSTE�E���a`�``� FSS/©NAt 09CUM04_P-E F