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HomeMy WebLinkAboutB-00-551 (46 Pine Cone Drive)Deck Area '3 r o f © i Eating Area Kitchen Screened Porch U W/C.ATHEDRAII. 'CEILIN'G L00,04 � }. p M AS` y`r N Great Room Enta Second Floor Plan SCALE : 1/41' = 1'r)" J' 7'- 4" 5'-10" Left -Side Elevation SCALE : 1 /4" = 1'0" xi i f 77 Rear Elevation SCALE - 11/4" = 1'C" I PHOTO—ELEt € a s f j DETEC i ORSARE REQUIRLD E — MASS. STATE BLDG. CODE INSIDE _ AND OUTSIDE OF ALL BEDROOMS WITHIN 20' OF A KITCHEN OR BATH. ALL DETECTORS MUST HAVE 1 I Right -Side Elevation SCALE 1/4" ''0'. i i ' � � ■. . ' i4 li i j i I Al *() 11 , FLOOR PLANS/EUV SCALE: �- 0 , 4, , 1/4 —Cl, PLAN k. 99.11.23 n d U V O0 0 � O a � y 8'•- M u V o 'o L �0 Q�� 0 •r .- L O 7j'j Sti M .D U C to 1 O G� 1 CT ate. o p ��ovo�,m•v ) >. r r Qoia Cv,c n n &22 0 l� Zoo 0� �tJ . h to y V M T1 tT O Y C O C 3'i C C Q yO Cl-, C 4 O v W_ E O u; -4, vt n 8 Cl p m0 C CiSL� \C� �IGQ thxy GL O U o O v 43 O a;oma v a°cE in I � ig ;< )•. Ir 1' �z ' Q ' 'n Q 1 as I o i i { > ! Z Z I W O (i --t-- > i-4 Q O CIO i � N z0 U. W o � L4 z al � CD Ln C\j 06 00 V) i "kY ABLE 3604-3.1 MINIMUM Wl[--)TH OF CONCRETE CP MASONRY FOOT1NGS(ir,:hes) LOA; -13EARING VALUE C_S IL( sf) 2503000 �3 500T4, 000 Wood Irarre Construction T 12 7_, 7st or, 6 2 -story 191 7 15 12 1,0 —0 9 3 -story 22 __.tfl7 14 11 4 -Inches Brick Veneer over- Wood Frorri-e or 8 - Hollow Concrete Mosonry 1 19 .15 12 _7 � 8 3.4 2 -story- 25 19 15 13 a 1 C 3 -star 31 23 19 Y_ 16 12 _j 0 HEIGHT, 54ZF- 4 'SPACING. 2-0 0Z C= i incl S 0 11 d or r ally Grou ted Masonry 1 F70R SI: 11 psi - 66.895 kPa Hurricane Clamp Detail OC• C '0 inC -1- star 22 7 13 Scale: N.T.S. 0 > t 9 y 2- sto� 32 Y_ 7 4- 40 23 19 A() 24 16 —4- ?n 13 11&2? 1 1-17 '5 _y_ TABLE 3604.2.2 ,%NIMUM SPECIFIED (-_OMPRESSIVE STRENGTH OF CONCRETF TYPE OR LOCATION OF MINIMUM SP ECI F! CONCRETE CON,�TRUCTION COMPPRESSIVE STRENGTH, (f c) BASEMENT WALLS AND FOUNDATIONS 2 NOT EXPOSED TO THE WEATHER. 2,500 BASEMENT SLABS ANC INTERIOR SLABS 2,'iq0 2 ON GRADE,EXCEPT GARAGE FLOOR SLAB BASEMENT WALL,S.FOUNOATION WALLS, EXTERIOR WALLS AND OTHER AERTICAL 3 CONCRETE NORK EXPOSED TO THE WEATHER, 3, -/ C) 0 CLAS' Cryst�'. Sedirr Son d,, Sand, Silty Clay, and TAB �L�' 36 JMPTI'VE LOArD,- BEARING VALUES RIDGE VENT MATERIALS .�, TERIAL _._ r k - OC or grovel llxjrld, clayeysand, ,:ind cloyey gravel CICY, S'!,Y clay silt LOAD BEARING PRESSURE (pounds per sa-ft) 12,000 6,000 5,000 3,000 2,000 - 2"X ROOF RAFTERS(see roof plan for lumber species, size & location. 2*X CEILING jOISTS(see ceiling Dion for lumber species, size, spacing & location., FJIB�PGLAS INSULATION e MAS ENERGY COMPLIANCE at"ciched) 2)2'� (see table .3606.2.6)for size.w/1/2"PL*K)0D BETWEEN. 2"X 4"STUDS 0 16"O.C. 88"STUD HEIGHT 7'6"min FINISH CEILING. qBERGLAS INSULATION --!,'see MAS ENERGY "COMPLIANCE attached) `3/4"t&g PLYWOOD or 13/4-OSB(GLUED & NAILED) 2"X FLOOR JOISTS Ffor species, Ioc<,tion & spacing-) (see floor frarnIng drowirgs 2)2"lX (see table 3606.2,6)for -PLWOOD BETWEEN. size. w11 /2 2"X 4"ST'JDS 0 16"O.C. ----------------- 92 5/8­STUO HEIGHT 8'0"min. FINISH CEILING. P'IBERGLAS INSULATION see MAS ENERGY COMPLIANCE attached) i3/4"t&g PLYWOOD or ;3/4"OSE'GLUED & NAILED) I 2"X FLOOR j0STS 'see floor from'qq draw'ngs `or species, location & spocing.'� 7iBERGLAS INSULATION see VAS ENERICY COMPLIANCE attached) BADE SLOPE -OCT rnin.6 ANCHOR, BOLTS 0 6'0.C.AND 12" FROM ALL CORNERS. (see notes 3604 note ' 5) FOUNDATION WA:1L 10"P . . . . . . . .in. 3000# m see notes 3604,4 BACKFILL_ (see notes 3604.1.3.1/ table 3604.41.1o) DAMPROOF or WATERPROOF TO FINISH. GRADE V, (see notes 3604.6) 4"PERFORATED DRAIN PIPE COURSE GRAVEL /A FOO TiNG W/KEYWAY (see 3604.3/toble3604.3.1 ) 4"P.C. SLAB 3000#rmn. see table 3604.2.2 Wall Detail Scale: 1/2"70 ffm� ALLOW FOR CON.TNUOUS AIR FLOW FROM RIDGE TO SOFFIT METAL TIE BANDS R4)0f RA&rrER5 SM ROOF FIR-AMINC5, PLAN FOR 9IZF_ 4 5PAC-ANC7 54MP50N HUKRJCANF_ 71E-5 VOVf3LF- TOP PLATE TRIPLE PLATE IF SPACING OF c,-TLVS 6 24" OR 6RZATER. q) v U C PORCHE'S,k-'ARPORT SLABS AND STEPS 'EXPOSED 3.4 81 .(7- a TO 7)4E WEATHER.ANO GAR41S1v: 0 3,`')0 0R055-5Er.,'nON FOR C\1 00 rLOOR SLABS 0 HEIGHT, 54ZF- 4 'SPACING. 2-0 0Z C= 1 F70R SI: 11 psi - 66.895 kPa Hurricane Clamp Detail OC• C '0 inC '. AT 28 DAYS psi, < Scale: N.T.S. 0 > t C 0, 2 CONCRETE IN THESE LOCA'710NS WHICH MAY BE SUBJECT TO 3606.2.6 MINIMUM FREEZING AND THAWING DURING CONSTRUCTION SHALL BE LOCATED OVER OPENINGS IN WALLS C -i '0 'C' HEADERS AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE 3. BEARING WALLS -2 C it 3. CONCRETE SHALL. BE AIR—ENTRAfNED, TOTAL AIR CONTENT -4 HEADERS IN WAILS NOT CL C (PERCENT BY VOLUME OF CONCRETE) S;aALL NOT BE LESS THAN SIZE OF HEADER 1,2 SUPPORTING ROOF ONLY ONE STORY ABOVE TWO STORIES ABOVE 5% OR MCARE THAN 7X W-4 4. SEE 780 CMR 3604.2-2 FOR MINIMUM CEMENT 'C'ONTENT. C0 2"X 4„ 4 < _1604.2-2 '0",!LRE-*�-:00r`%"G,R-L-:-- SHALL -HAVE A MINIMIjV. q -- 2"X `_..'PECIPED COMPRESSIVE STRENGTH AS SHOWN IN TABLE 6' 4' {604.2-2 AND SHALL BE AIR ENTRAINED WHEN SUBJI:-'-,T 2"X 0 �R'_._EZING AND THAWING DURING CONSTRUCTION. 8 6' 7 3 TAL AIR CONTEIJ(PERCENT BY VOLUME OF 10' "ONCRETE" SHALL BE LESS THAN 15% OR MORE 1 - 10, AN 7 %. 8 FXCEPTION- CONCRJE MIXTURES USE -D FC,;� EXTr:-RIOR �'_ 2"X RORCHES,CARPOR-i SLABS, AND STEPS TH47 `A, L BE 1 12' FXP0SFD TO FREE - ZING AND _l_HAW1�,'.,141G 1�,,' 71-17 16' PRESENCE CiF DEICING &­IEVICALS SHALL �ONS,ST O:_ :x)20 POUNDS(236 kgj OF CFKI.FNT PER C-,311"' YARD �_'F r,ONCF"-TE WHICH MEETS ASTM C 150 OR C, 595 AS LISTED IN APPENDI:X A C)F THE MASSACH,!SP-TTS STA "t- �J FjILDINI�. CO"E. CONCRE"E FOOTINGS TO BEAR ON 780 CMR 3604.6 FOUNDATION WATERPROOFING DAII`A° PROOFING 3604.6.1 CONCIRETE AND MASONRY FOUNDATION "'AM PROOFIN_. /2"Pt EXCEPT INHERE REQUIRED TO BE WATERPROOrED BY 780 CMR _ET F 3604.6.2 FOUNDATION WALLS, ENCLOSING [-:ABITAELE OR STORAGE SPACE 'HALL BE DAMP PROC)FED FROM THE TOP OF THE FOCTIN�_, TO THI E ['_INIS.HED GRADE, MASONRY WALLS SHALL BE DAMPROOFED BY APPi YING NOT LE,_'>S THAN 3/8" PORTLAND C[VENT PARGIN6,) TO !'HE EY 1_r_'ROR OF THE WALi-. E PARGING 'Q WITH A COATING, THREE POUNDS i�ikil_ I. ('0V[J?F, 014 'AA1017 YARD Of' ACP'fl 11C CEMENI, 1/8—INCH 1''i"JAI Of fj('1rjDINf, t�AORTA(wl (."'OMPLYING WITH ASTM C H0,1 (0 04Y MAJT WArERPROOFING IN 780 -S�SHALL 9; DAMP PROOFED BY' (,.0N(JRI_JL 'NALt AIAP,L"MNf"v'-'ANY".C*i'OFTHE WA TEW"R()0;:I1-,,lG MATERiALS LISTED IN -AO 6*1 C`2 V) TIS EXTERIC 4 6, ON C TE, AN[) V. A'_3 0 N R y F(Ol.,)NPATION' NATERPROOFING: ARIPIA'��, WHEP[' A 1­11(�H WA [�_R Ttfil_l OP OTH[-;, 'S E VE R E StOiL.-W-ATER CONDIT101`6 AR[_ KNOWN TO XIST, !_X-rERIOR F( ')UNDATIiON WAILS ENCLOSIN'G HABITABLE OR S.ORAGE SPACE SiFIALL BL WAT[RPROC)FED WITH A MEMBRANE EXTENDiN1-'1-;' FROM TH[_ TOP OF THE FOOTING TO THE FINISHE;D GRADE. THE M.,VIBRANE SHkL_L CONSIST OF` TWO --PLY HOT -MOPPED FELTS, 55 POUND ROLL, R,00E-ING, 6 MIL POLYVINYL Cl-HLORIDE, SIXIMIL POLYETHYLENE OP 40 -MIL POLYMER -MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND SEALED WITH FING MEMBRANE AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING J., TAB �L�' 36 JMPTI'VE LOArD,- BEARING VALUES RIDGE VENT MATERIALS .�, TERIAL _._ r k - OC or grovel llxjrld, clayeysand, ,:ind cloyey gravel CICY, S'!,Y clay silt LOAD BEARING PRESSURE (pounds per sa-ft) 12,000 6,000 5,000 3,000 2,000 - 2"X ROOF RAFTERS(see roof plan for lumber species, size & location. 2*X CEILING jOISTS(see ceiling Dion for lumber species, size, spacing & location., FJIB�PGLAS INSULATION e MAS ENERGY COMPLIANCE at"ciched) 2)2'� (see table .3606.2.6)for size.w/1/2"PL*K)0D BETWEEN. 2"X 4"STUDS 0 16"O.C. 88"STUD HEIGHT 7'6"min FINISH CEILING. qBERGLAS INSULATION --!,'see MAS ENERGY "COMPLIANCE attached) `3/4"t&g PLYWOOD or 13/4-OSB(GLUED & NAILED) 2"X FLOOR JOISTS Ffor species, Ioc<,tion & spacing-) (see floor frarnIng drowirgs 2)2"lX (see table 3606.2,6)for -PLWOOD BETWEEN. size. w11 /2 2"X 4"ST'JDS 0 16"O.C. ----------------- 92 5/8­STUO HEIGHT 8'0"min. FINISH CEILING. P'IBERGLAS INSULATION see MAS ENERGY COMPLIANCE attached) i3/4"t&g PLYWOOD or ;3/4"OSE'GLUED & NAILED) I 2"X FLOOR j0STS 'see floor from'qq draw'ngs `or species, location & spocing.'� 7iBERGLAS INSULATION see VAS ENERICY COMPLIANCE attached) BADE SLOPE -OCT rnin.6 ANCHOR, BOLTS 0 6'0.C.AND 12" FROM ALL CORNERS. (see notes 3604 note ' 5) FOUNDATION WA:1L 10"P . . . . . . . .in. 3000# m see notes 3604,4 BACKFILL_ (see notes 3604.1.3.1/ table 3604.41.1o) DAMPROOF or WATERPROOF TO FINISH. GRADE V, (see notes 3604.6) 4"PERFORATED DRAIN PIPE COURSE GRAVEL /A FOO TiNG W/KEYWAY (see 3604.3/toble3604.3.1 ) 4"P.C. SLAB 3000#rmn. see table 3604.2.2 Wall Detail Scale: 1/2"70 ffm� ALLOW FOR CON.TNUOUS AIR FLOW FROM RIDGE TO SOFFIT METAL TIE BANDS R4)0f RA&rrER5 SM ROOF FIR-AMINC5, PLAN FOR 9IZF_ 4 5PAC-ANC7 54MP50N HUKRJCANF_ 71E-5 VOVf3LF- TOP PLATE TRIPLE PLATE IF SPACING OF c,-TLVS 6 24" OR 6RZATER. 1. NOMINAL FOUR—INCH THICK SIGLE HEADERS MAY BE SUBSTITUTED FOR 00LIBLE MEMBERS 2. SPANS ARE BASED ON NO 2 GRADE L_UMSER WITH 7EN—F00T TRIBUTARY FLOOR AND ROOF LOADS Deck Area 12 5 WALL Balcor, Eatine Aj Baserw, PHOTO -ELECTRIC TYPE SMOKE IDETECTORSAIRE REQUIRED BY MASS. STATE BLDG. CODE INSIDE AND OUTSIDE OF ALL BEDROOMS WITHIN 20' OF A KITCHEN OR BATH, ALL DETECTORS MUST HAVE BATTERY BACK-UP. typ. 12" dic.CONCRE'- ' _LE'j 50NOTUBES min. 35C�.,# 'ONCRETE min. 48" BELOW GRAO;- 52'-0" PRE -CAST CONCRETE SULKHEA;, 1030 t'ENTING —typ,10" CONCRETE FOUNDATION CEL 6A t SASH WALL min. 3000# CONCRETE W/ ACCESS ANCHOR BOLTS 0 6'0' O.C. AND 0 PANEL i o 12" FROM ALL CORNERS. 1030 VENTING------ -pace CELLAR SASH Crawl S typ 30"x 30*x12*DEEP F GS 1 6'-8 6'- 8 6'-8" 7*- - 6" C, -'BEAM POCKET BEAM T7 r • L L ven tL 4�2"x1 d EVJ-FIR or SOILD 6 X110" HEV -FIR CRIDER. typ, 3 dio. CQNCR� If," L —T-7- nCLED Y COLUMNS, I it Basement 14'- O'D 0 1030 VENTING --- CELLAR SASH ► 1030 VENTING CELLAR SASH --typ.10" CONCRETE FOUNDATION WALL min. 3000 CONCRETE W 1-yp. 4" CONCRE'E Jit8 3000# min. ANCHOR BOLTS t 6'0' O.C.�AND • 12. EIRDM-ALL CORNERS_ A t f r r 315-C)" Foy , idation Plan SC /4" = 1 10" 41 4 1 61 114= PLAN C C q) v U C Q. V 0 81 .(7- a 0 -0 C .0 0R055-5Er.,'nON FOR C\1 00 01 0 HEIGHT, 54ZF- 4 'SPACING. 2-0 0Z C= C 0, Hurricane Clamp Detail OC• C '0 inC < Scale: N.T.S. 0 > t C 0, TABLE 3606.2.6 MINIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN WALLS C -i '0 'C' HEADERS iN BEARING WALLS -2 C it -4 HEADERS IN WAILS NOT CL C C CL.2 7a u SIZE OF HEADER 1,2 SUPPORTING ROOF ONLY ONE STORY ABOVE TWO STORIES ABOVE SUPPORTING FLOORS OR ROOFS W-4 C0 2"X 4„ 4 < q -- 2"X 6" 6' 4' 2"X 8" 8 6' 10' 20)X 1 - 10, 8 12' 2"X 121' 1 12' 101 16' 1. NOMINAL FOUR—INCH THICK SIGLE HEADERS MAY BE SUBSTITUTED FOR 00LIBLE MEMBERS 2. SPANS ARE BASED ON NO 2 GRADE L_UMSER WITH 7EN—F00T TRIBUTARY FLOOR AND ROOF LOADS Deck Area 12 5 WALL Balcor, Eatine Aj Baserw, PHOTO -ELECTRIC TYPE SMOKE IDETECTORSAIRE REQUIRED BY MASS. STATE BLDG. CODE INSIDE AND OUTSIDE OF ALL BEDROOMS WITHIN 20' OF A KITCHEN OR BATH, ALL DETECTORS MUST HAVE BATTERY BACK-UP. typ. 12" dic.CONCRE'- ' _LE'j 50NOTUBES min. 35C�.,# 'ONCRETE min. 48" BELOW GRAO;- 52'-0" PRE -CAST CONCRETE SULKHEA;, 1030 t'ENTING —typ,10" CONCRETE FOUNDATION CEL 6A t SASH WALL min. 3000# CONCRETE W/ ACCESS ANCHOR BOLTS 0 6'0' O.C. AND 0 PANEL i o 12" FROM ALL CORNERS. 1030 VENTING------ -pace CELLAR SASH Crawl S typ 30"x 30*x12*DEEP F GS 1 6'-8 6'- 8 6'-8" 7*- - 6" C, -'BEAM POCKET BEAM T7 r • L L ven tL 4�2"x1 d EVJ-FIR or SOILD 6 X110" HEV -FIR CRIDER. typ, 3 dio. CQNCR� If," L —T-7- nCLED Y COLUMNS, I it Basement 14'- O'D 0 1030 VENTING --- CELLAR SASH ► 1030 VENTING CELLAR SASH --typ.10" CONCRETE FOUNDATION WALL min. 3000 CONCRETE W 1-yp. 4" CONCRE'E Jit8 3000# min. ANCHOR BOLTS t 6'0' O.C.�AND • 12. EIRDM-ALL CORNERS_ A t f r r 315-C)" Foy , idation Plan SC /4" = 1 10" 41 4 1 61 114= PLAN C C q) v U C Q. V 0 81 .(7- a 0 -0 C .0 C 0 E C\1 00 01 0 2-0 0Z C= C 0, a . OC• C '0 inC < 0 > t C 0, Q :� C. 0 Z 0 1 C o 0 2 2 5 1; C -i '0 'C' CC C2 ." . 0 ago C it -4 :3 CL C C CL.2 7a u Z 0 ca CL a. av) < 0 >, W-4 C0 Z < q -- M (3) LIJ > cc) Z Z 0 LQ LI) C\1 00 < 414 < LLJ -4 LO W-4 R n" .. n" D!v 1C C� M1 C TCt7C Rif 1 F" 11 r W I 2" x 10' R_ 4f RAFTERS 0 16' O.C. d„ o ; .c W/COLLAP - ` 0 3-" O.C. 2" x 10" FLOOR ,)OiS',S • 16" 0-C. W/ 1" x 3" CROSS—SRI'NG m MIDSPAN OF JOISTS. First Floor Framing SCALE : 1/4" = 1'0') �-- 8" FLYING RAKES ALL GABLE WALLS O.C. • MINIMUM 22" x 30" ATTIC ACCESS 2" x 8" CEILING JOISTS 0 16" O.C. Ceiling Framing Plan SCALA i/4 = 1'0 L n IV . ILVVI\ VV .. ,J,J � IV �i.C. W/ 1" x 3" CROSS—BRIDGING 0 MIDSPAN OF JOISTS. Second Floor Framing "CALE : 1 /4" = 1'0" SCALE: D 4' 6 114"= PLAN rf ;OKE 99.11.23__ BY IV. DE INSIDE a u4 +- LDROOMS t� ",-'N OR BATH Arm' - HAVE BA. - \c > Ceiling Framing Plan SCALA i/4 = 1'0 L n IV . ILVVI\ VV .. ,J,J � IV �i.C. W/ 1" x 3" CROSS—BRIDGING 0 MIDSPAN OF JOISTS. Second Floor Framing "CALE : 1 /4" = 1'0" SCALE: D 4' 6 114"= PLAN rf 99.11.23__ S v • t O a u4 +- t� 0Ea �c c-[ o o a+r- p \c > � o VCC to c�V2vat Y c V _U C T) O C .(J 4 9 . q >.�v U Q U W W r'_' rn Cov$rrA, 0 r. u 3 C ct) Q, c �, v x c = �_ v�'3°-a+ca-w n u , a,a a w* a o�'_v z 0 r_ z� CIOI { p a p V v p �. yC} - n V ami r- d' 5 _ 0c: �'8C o0« c a do m d c Cl C C �D' -- ° vi .`_ n a c vi n P VO C C m sh o -i,:c ' o� , 0 E '� a c nd 4wo ��v Cw � �a�pvpo�, Q; i 4-1 t� rr�A E u ! 06 ' t {Qttj •rte� W W iz • r I z 0 CIOI { p d • /• I LL �D' I 1 � iN Q Ic) ,z z Q ` jW ir-it-- u Vf > !Q Li i 4-1 rr�A E u ! 06 ' t •rte� W W • r I z 0 CIOI • /• I c4 00 o6 � PHOTO -ELECTRIC TYPE SMOKE DETECTORSARE REQUIRED BY MASS. STATE BLDG. CODE INSIDE AND OUTSIDE OF ALL BEDROOMS WITHIN 20' OF A KITCHEN OR BATH. ALL DETECTORS MUST HAVE BATTERY BACK-UP. TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE, ERNOT RELIEVE THE APPLICANTO FORS ROM OHE RESPONSIBILITY OF AS BUILT" COMPLIANCE. DATE: BUILDING OFFICIAL NOTICE An as built plan must be submitted to this department prior to foundation inspection or any further construction. JOIST HANGER INSTALLATIONS WILL NOT BE APPROVED UNLESS MANUFACTURER'S NAILC /%RE USED This plan must be on site with the permit and the Licensed Construcfion supervisor must be present for all inspections, 24 Hour notice WhImum, With call back fee. TOWN C) A :.:SOUTH AR sono tubes. forms, etc. will be inspecieU before back filling. Z"&?9_4j 11�4� DEC _ 9 1999 -4-"' 7