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BP-35067WE AIR , c U , � t`, �a 2 00, 3 J,_ }� . N/F DENNIS & ROBIN PAVAO w a P 16A 6 SQ. FT. ti Q ACRES w L=23.74 o R=135.00' �o T.O. &=10*04'34" %. V'10 6-4 Q7.51 zco V 40 EAU i � 2 '» - 60� SITEC 13 welby Revd New Bedford, IAA 02745 S�18�03 {508) M-2125 dmymr dv0 d11d I hn FAX (508) M-7554 IAOd Ue! Rdnninq a! O�s: o/ 60, izo' iso' MAP 69 LOT 5Aa�. .. ' fi?t nJOSE PAULO '� 0 U > lAya ,� ALBRO AVENUE, N. DARTMOUTH drdwing me FOUNDATION AS —BUILT w� dmrmeg number. ALBViO—ASBUILTDVlG i 12. - REVISIONS DATE BY CLAR. 17-39 4/!O/98 WM6 12 NO A T TIC VENTIL A TION PER SHINGLES — 12 12 LOCAL CODES AND REOUIREIMENTS 72 12 SHEET METAL 12SHROUD (TYP.) SHINGLES-� 12 72 � r STUCCO TRIM 12 SEE DETAIL 1 J2 72 SHEET-D2 12 12 (TYP.) /2 I / _ 12 i SHINGLES � I / / \ 72 SIM 12 6 A� / �— — This drawing is not ItoN be reproduced —1 ` 7 SADDLE \ \ or used to contract any building 72 / without the written authorization of � BEYOND 12 / 12 SADDLE I / //11 111A r 4\ \ \ /2 Frank Betz Associates Inc. / SADDLE /2 I / / BEYOND / \ r GLINE OF WALL / SIM. / \ [BEYOND — — — \ S/M STUCCO OR EQUAL ® L � YOUR I] Ci'tJ [}a �' 4!"s`IOS MUST F�� KEPT 1 STUCCO OR EQUAL "r -friF PUI"LDING D'URING THE BUILI)INIG DEPARTMENT ®� ® I Town of DartMcuth STUCCO OR EQUAL L� I I?ASP EC t•ION 118 REQUIPED BE 4g ; THE CONCRIE7E IS POURLED. CANT. CHIMNEY CHIMNEY i a 00 E,. 9 RIGHT E,'L E V A T I O N L/NE OF WALL Tvm Of Dartr-Irmith LEFT ELEVATION A®j BEYOND OF U!Ad REAR ELEVATION � �b E Y_f . u_:` UG P : s a:.. <...i, z :. t t Taut! 4. STUCCO OR EQUALALL E NOTE. GLUE AND CAULK JOINTS OF PLANTER ci_' Q ems@ M9r�s9 T. SHEATHING ; aSr Cor-,Ov _ L�i "IX" TRIM RAISED STUCCO TR/1 x !O M I" INCREMENTS MAX. 1 x 2 TR/M C ' u FII U I EMI I x 6 W/HOLE 1 6` _ :N S i INSULATION FOR Pors Penetrations 3ILJ C'�"rezfkt� ii iie AS REQD. f GALV. METAL LINER )) and ioC�Cr�9 rv� ¢tea jj -- -----� sea -led with 6"8a �� `WI €�I.k �,+32., �.'.bge of preventing the ;0 7 x 8 RIPPED W/ 1/2" 4 WEEP HOLES A T 1=0" O.C, (5) 7/4" X 5" LAG SCREWS W/ WASHER BRICK 11AC7LLD 8 1/2" THICK RUBBER SPACER STUCCO OR EQUAL BRACKETS AS READ, STUCCO TRIM DETAIL. 2 STUCCO PEDIMENT DETAIL 3 TYP PLC TER LDETAIL passage of fi�;.jzs aid i jot gF;3ses when c bg cted to the regl irerrents of the Test Standard eNnif6c for Fire Mops ASTM-Fd814. - v2•- = r-o-' � l v2-- = r-o-- NOTE • EL EVA BONS REFLECT A BASEMENT FOUNDA TION. IF ANO THER FOUNDA TION IS USED, BUILDER SHOULD DISREGARD FOUNDATION SHOWN co T SH/NGL ES --—.—.—.— :-----. NOTE. RAFTERS ARE •----- —•— — _—.— /x1_� PITCHED FROM TOP -- -- I X 6 RAKE (TYP.) .—.—.—.— — OF CEILING JOISTS ---- _ ______ — - 4—' CROWN OVER — . 12 SEE DETAIL Sr FRIEZE (TYR)-.—.—.—.—.--- ------ - - — - — - — . — — . — . — .._ 24"X36"LOUV -- - - . — VENT W/RAISED STUCCO ' — SHEET METAL — - — - — - TR/M 00 I" INCREMENT — - - — - — . SHROUD MAX. (TYP.) — — - . — . — ---•— — —•— i--- - — — . — . — . — . — STUCCO TRIM - l2 12 --- —•-- _--- -- 72 SEE DETAIL — V — — .— . —. - — - --- SHEET-D2 —.—.— .—.—.—.—. .- —. - - (TYP.) --- 12 3._0.- - -- — . — - - -. --. FASCIA _ — I RETURN .— —.—. O 1 1 _ -12 — r�00 — S/M. TOP OF CL . JSTS. E- g O — . G - 2ND FLOOR PLATE UJO co 72 _ W LU — LUSH 1-f> fTYP) FASC/A C'', y � 12 O FRIEZE— 4- CROWN OVER ci A � I — — RETURN - FL I X 8 FRIEZE (TYP.)Go US R . — . — . - - T YP.J RAKESTANDIO AMETALNG SEAM TOP OF °� " WN x Z � — METAL ROOF TOP OF CL G. JSTS — . -- - — RETLRV (TYP J KNEEWALL S7T77NG RM PL. - S/M. LLil ► t� b —' STANDING .`SEAM LE ELL OOR •N Z PLANTER BOX — . METAL RCoOF � DET.-3, SHT.-I 1ST FLOOR PLATE CAI DECORATIVE WOOED — RAISED STUCCO TRIM BRACKETS (TYP.1 W/KEY co /•" //VCRMNTS. MAX. (TYPJ LET.-1 `-` .-.. b. SHEET-1FTFI (TYP. RAISED STUCCO TRIM (�o I" INCREMENT MAX. BY- JAG C K: KKW (TYP.) DET. -2, SHT. -7 76" LOUV UTTER SHUTTERS DOGS \ i AND HINGES (TYP.) 01 STUCCO OR EQUAL DATE: 17-7-97 (TYP.) =L OOR L EEL 'SHEET• , 1 BA.SE&,ENT PL. -RAISED STUCCO SILL (TYP.) � '��e�l���l■®�1NIMS110 - EXT LOAD COLUMN, PROVIDEBEARING --. PORCHI STEPS TO FRONTe • 1ST FLOOR LEVEL 4 (TYP.I BASEMENT PLAT STAMP 1�+ s Q, N f • EVE4 t 10 06, y,� J FRANK BETZ ASSOCIATES, INC. ASSUMES-IA-5I0 TH�st^ FOR ANY CHANGES OR MODIFICATIONS ADry Th�T � OPIIEs S b PLANS BY OTHERS. ����® � 4w OF: 5 0 J U, jll 12'-11� II 7 CANT., Y2 I "I L E 0 0 P Y FOUNDATION LEGEND CHIMNEY -,-, -- 13' DEEP WD. FLOOP TRUSSES { i TRUSSES � F"1. Trusses S0�ao�UBE SIZE AND UI= Ig��I INSPECTION ISREQUIREDFIE RE E--- --- UNLESS NOTED C]THER"vdISE 10'➢ ^� - -SIZE OF TRUSSES THE COl�lCr1ETE ii,I;1 I BUILDING DEPART AEA i DQUBL� TRUSS PS SPA CI [" I E D F1 URFR (TYR) Tbm of Dartmouth A�T BY MANUFy Trusses �I I Fl, Trusses I .....,�..... _ . .1 ���.. ,�— ,-- ... ,-�, - — , I AT THE BUILDING DMIN I F t. Tirpsses PROGRESS nF TF sIs 1�0�. 14' - 3 ") -�-- UNFINISHED E I�-' { rUILDING DEPA h IMAM- -¢- I BASEMEN TOWN 0 4" CONC, SLAB W f6u #10/10 W,W,F, OVER 6 MIS l -... POLY. OVER 4" GRAVEL (TYP) W bid C11 X211 out 1 {0 ,D ., Ft, Tr ses -` 2NOTIC E 3, 0„� 3 112' S.W,P. COLUMN F(, Trusse F1 fed walls and floors shall be, An •�� be f I ;' + Pen-$raliolls ti l r i of reore E �. the ( Built Survey �l jT .f 3 _ I 2x6 WOOD STUDS � e ��E�aed L�fB I g'�?c 4 Wig ,:.1 CL p4abl i ua r'aitted to the � 'r �,d �, -1-,,--- " ----� ---r, ................... ,_- ... a-sa o od fja7mss 1^r�4:.11$of gasses �R�1-�e►� s�h1� � �f Standard if is Dept. prior to calli f ��� } '.,4y� 9 }' F-�fayt,#� p+; the �a `'� LI i@� as5..�'G��i.�.Er�i sir✓1 YdcD 4.d� �'47 iV T'md }% �. foundation inspection or CONT. CONC, WALL S A R U ,or Fire Stops AsSi--�1�. N . AS RFQ�1 , (TYP) / _ 1 > I 2 II any frher cmnru�s<o. 14 1 I CANT, CQNC, FTC. AS R�Q P, (TYP) — 2x Blocki w/ /2oc, Bolts 24o c, 16II 6 � X� i { Staggered FE, Trusses Ste C (14'--3�`) SLAB GARAGE Set Bear I 4" CONC, SLAB W/6"X6" I) #10/10 W.W.F. OVER 6 MIL 2 5 I— 3 If PORCH KEDGE PgLY, OVER 4" GRAVEL (TYP) SLOPE ASAS REQ`D , NOTE PORCH SLAB DROP FOUNDATION WAL( UNDER _ DROP 6" BELOW FINISH FLOOD? I GARAGE SLAB 4" FROM MAIN „ d/ C ( FOUNDATION WALLS x _ STpNE LEDGE I�111 I 2 AS REQ`D 4 — g �. '. -- T i ri f u � I Ir 3 -8 5 -2 3 -g M0\rcN0 sl�va Foundation Pia SCALE 1/4 //-l/0// GENERAL FRAMING NOTES THE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY, DUE TO A VARIANCE OF CODES PER REGION, PLEASE REFER AND COMPLY WITH ALL YOUR LOCAL CODES, CONSULT WITH LOCAL ENGINEERS FOR ALL STRUCTURAL REQUIREMENTS. I PROVIDE PURLINS AT MD HEIGHT OF ALL WALLS. 2. ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW. 3, ALL HEADERS SHALL BE 2-2x10"s WITH V2" PLYWOOD FLITCH PLATE UNLESS OTHERWISE NOTED. 4. FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL PARALLEL TO JOIST DIRECTION 5, PROVIDE bA CROSS BRIDGING AT MID POINT OF SPAN OR 8'-0" O.C. MAXIMUM IN ALL FLOORS. 6. ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE CORNERS) SHALL BE BRACED WITH V2" CDX PLYWOOD. NAILING SCHEDULE SHALL BE 8d COMMONS AT 6" O.C. AT ALL EDGES AND 8d COMMONS AT 12" O.C. AT ALL INTERMEDIATE STUDS. (OPTION — APPROVED DIAGONAL CORNER BRACES BOTH DIRECTIONS AT ALL CORNERS). 7, ALL COLUMNS OR SOLD FRAMING SHALL EXTEND DOWN THRU ALL �r LEVELS AND TERMNATE AT THE BASK SNIT FLOOR AND BE SUPPORTED BY A THICKENED SLAB, GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD. 8, PROVIDE DOUBLE 2x8 STRONGBACK AT MD SPAN FOR CEILING JOISTS WITH SPAN GREATER THAN 10`0O . 9, PROVIDE COLLAR TES AT UPPER V3 OF VERTICAL DISTANCE BETWEEN RIDGE BOARD AND CEILING JOISTS AT 4'-O" O.C. MAXIMM. 10, HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE "2x' SIZE LARGER THAN RAFTERS. 11. ROOF DECKING SHALL BE 1/2" CDX PLYWOOD MINIMUM 12 WHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED, TRUSS MANUFACTURER MUST PROVIDE 9-XDP DRAWINGS W HIICH BEAR SEAL OF REGISTERED ENGINEER IN STATE IN WHICH WORK IS TO BE PERFORMED. 13. ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING WALLS DESIGNED TO CARRY LOAD THRU ALL LRlELS AND TERMINATE AT BASEMENT FLOOR AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD, 14. ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO BE DESIGNED BY LOCAL STRUCTURAL ENGTEER AND MEET ALL LOCAL CODES. 15, ALL SOLID FRAMING, COLUMNS, BEAMS, ETC., TO BE DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MET ALL LOCAL CODES. B, 16. ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4 STUDS UNLESS to A OTHERWISE NOTED. GENERAL NOTES I ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. i 2, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE BEGINNG CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO FRANK BETZ ASSOCIATES, INC. FOR JUSTIFICATION AND/OR CORRECTION BEFORE PROCEEDING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED, 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE CONVATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.j 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL FOUNDATION AND STRUCTURAL NEMIBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS i OCCLRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH. GEOLOGICAL AND WEATHER CONDITIONS, ETC. THE CONTRACTOR IS RESPONSBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES AND TO INSURE A QUALITY AND SAFE STRUCTURE 8. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS AND SHOULD EXTEND DOWN THIRU THE LEVELS BELOW AND TERMINATE AT THE BASB/ENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY THE LOAD. 3/4" = %O '- 4" CROWN MOULD WRAP W/ I x 10 MA TEAML BASE CAP 2 x 4 FRAMING AS REQD. WRAP *,- GYP, BD. _OPT. MOULDING . AS SPEC /BASE CAP -------WRAP W/ 1-x 72 MATERIAL QUARTER ROUND OR SLlOEMOULD =UMN DETAIL COL -A 102794 FIR EE O pl� 1 RELIIRE iE T iI f�: a Py�;,+v -s-i nor r 6 yg^;y� #' � �.iw,:*„'`°w� C✓ P,,;?p G1 z..,_ w � ntf i.ssf rclas a.,,m ts` 1 Fe r vsi'c�&..zjecc:ogi to the I s 001- s Of T Tarr Standard w e 3c for Fie Stops AST -E- R'm yf 55-0'' 13'-3 1/2'" w 4 to IF Dqpt 4. 5_1..a.a a.. 2'-6 1/2 ' 6`0 CRITICAL: SEE 2862 TRIPLE W/ 2832 FIXED TRIPLE SECT/ON FOR I W/RAD/US ABOVE WALL HGT. I 2812-6 lCR. HGT.62 TRIPLE RADIUS TOP tu O2-8 2•I BRACE WALLS CN FRENCH j OF AS READ. YOUR Dr?JkING iLixT D CREPT ..W. .,J...:; DOOR III L/NE.'AT THE BUILDING Dtl�1ING TWE . \ 10 .0 �.I� 9-0) CLG. N PROGRESS OF THIS V<fom. N 42" FPL• 2662 VAULTED / //�� II Oil Y 1"" t U L- T E D BUILDING DEPARTMENT o _ XXXW.I Town ef Dartrnouth LINE OF 72" X 16" O I I CLG. REAKFA5T STARTER HEARTH �-BEAM AS i— �, SONO-TUS` SIZE AND DEPTH I I. REQ D. I I INSPECTION m 1 IN BP / _DTI®r (DROPPED) in � IS REQUIRED �E�.On BRACE WALLS k I I I / \ THE (+�iS+^;F$ETE s'S POURED. AS READ. `0 5._ 5.. 5'-0" 12' . )r " INT. COL. D�ETA/L -1 r Q 12" SERV BAR OVER S7/EET-3 42'" FPL Cl) D D � i 42" HIGH KNEEWALL S'M. (TYP.I I Town of D-,I Lqh i 220V. TO I� ASS ENCL. O — — — — i N IJ ABOVE /76 ' X 72' HARTH ER 42'" NIGH V . \ B ' Iyotjm £ _EWALL j ¢TH VAULTED I I r Y AULTED � �� \ Q I I t ' � STARTER l � O I 42' GAS � FLUSH Q� CV I I N � �, STUB ' BEAM I / A C it �4 hIS 1"fix f � GREAT ROOM ASREC?b . N _ o Just no hnnovit On SHO b 'Lc.J �.1 39' • I 10 � i y Flx1RE in O W I I PLANT SH. fh ABOVE O V — I ABOVE N W T , , ; _ i I i I `2-O CL G. dd hip REVISIONS it DATE BY CLAR. 17-39 4111191 WM6 i i This drawing is not tl be reproduced without the written a thorization of Frank Betz Associate �, Inc. I ■iog u, I `0 I N I0 ~f-I N 0 liw 0 o X G �D ao ul O F, \ CO y x 0 00 o L1 L Pq 0 _ p'a xZ� .. a r 0 �i 0 .1 Ul r3 SQUARE FOOTAGE FIRST FL 0OR SECOND FLOOR 1972 SO FT. 579 SO, FT TOTAL OPT. BONUS 2551 SO. FT. 256 SQ. FT. TOTAL 2807 SO FT. SHEET: v I r STAI, f P,FPa t r}I -PP 0 AKS !S a $Y %TED ilk a� 8YFI1y UP to w> FRANK BETZ ASSOCIATES, INC. ASS' NC�=L ABILITY soj3h' I' 9 FOR ANY CHANGES OR MODIFICATC NS M1AD�®nTi FFj£ PLANS BY OTHERS.j� N E p�S�N� o . ®� i �06 OF iwoe COPIES *0* 6� SPL4. -*0 �,! Ln STANDING SEAM METAL ROOF ROOFING FEL T PL YWOOD DECKING 2 x 6 RAFTERS OR AS REQ D, ALIGN FASCIA W/ DETAIL I SHEET 5- 7 x B FASCIA j 2 x 6 CL G. JOIST OR AS READ SOFFIT ---------- GUTTER CROWN MOULDING MIN. 1/2- REVEA� I X 10 FRIEZE M.D.O. PLL YY WOOD CONT. VENT 2 x 4 OUTL OOKER CROWN MOULDING 1 X B 1 X 6 FRIEZE N BLOCKING AS FRIEZE REQ D. BEAM AS READ. 1 X 2 MA TERIAL PL YWOOD SOFFIT WRAP W/ 1 X 12 MA TERIAL INVERTED BASE CAP . 5.. � 4- THICK Z DECORA T/ VE WOOD BRACKETS (TYPJ CO 10' co � Z O W �m 4'_ 5" SOLID POST AS READ WRAPPED W/1 X 10 BASE CAP WRAP W/ 1 X 2 MA TERIAL IST FLR. LEVEL METAL COLUMN BASE— STONE VENEER --�- CONC. FOUNDATION WALL .-BRACE WALL AS REQZ) co T V 1ST FLR. LEVEL PORCH LEVEL 10 4- CONC SLAB 2 x 10 FLOOR JOISTS OR AS READ. FLASHNG CONC. FOUNDA TION WALL 6-0- 1 P 0 R C H DETAf L 3/4•' = 1'-0" � Ln 2-O Ouu 0 WH. 1-6 Z, - - O CV J h CV W.I.C. 2-6 04 2-O `� i I3'-7 1/2" 3'-2 1/2" 1'-3' 7'-10" to /I ACCESS / r-O 14,0H WALL / ALT. W.H. LOCATION 2 J.REVISIONS DATE BY 1-4R. 17-39 4/KJ/9g WOM9 M11MIY "'PING., REQUIREMENT FIRE STC, s4:+5AlG3d with a � 3lalc i.._'}� of prove 5� i d B.F OC to the requ'� r ref rltS of the Tctct;Sian-d—arad ®rcl Ic C Irk .�:�a�� v::,�:,y°•�°�S � � 55'-0 ' '4T THE EV1LDI MOGRESS OF THIS BUILDING DEPART rkj �s SONO-TUBE SIZE MiD DEV INSPECTION IS REQUIRED fax -Ot" - TIDE CONCRETE IS POIJIII.�. z iB LDI G DEPARTMENT t'ow ---n of Dartmouth Tow .. A . A n `z Bull TNT 0 T- Aii As Bea-%a.x. � 6� t. ri PE: w"� Dept. prior to calT, 01 Z a &u�daion itispectiOn ®r Q anv further cOnstruct'On. � `O FILE- OR O °Z �J �J J M U O ZIn N o U1 W N i W - O o <[ O co N r-i W 000 o0 CO 0 xa � z 0 lit P4 I Vy CA BY: IJAG CK: KKW DJE: 11-7-97 ( �ql I M .(gyp is SHEET: C 5�s��REPN^ �t1CT t ��to� `® t r �j Y` i"`<� W` 3t✓i9 e7 t� 4 TH E � V C�Li. �I11 �f..11..�ar.h •!n NTM'4 LE.3AL C©P6 3 *0 !/ *t GF THiS PLAN. 6 nn FRANK BETZ ASSOCI 1-iD Y FOR ANY CHANGES O' ICON A THESE PLANS BY OTHERS. OF: J� W2142 W2142 W3924 El REF. -_ SPACE 70" X 42" MIRROR 70" X 42" MIRROR �o a � AD24 0 REVISIONS IfATE BY N ' N This drawing is not to A reproduced or used to contract any building without the written auth �rization of Frank Betz Associates, h"ic. M N U 0 Q LO Ln N / Y U I -17 X LI.I J LL a• OU I n I LLI Q CL d Cv I - This page is the roof framing for this plan r dis included aspart of the complete plan pachage. Framing Drawings ceiling joistsare available a an additional charge from Franh r tes, Inc. To order call: 770-431-0888 OR [8881717-3003 't � �+r'yot W f`3 '6Ir3i try `i 3 Penetrations thru rued Waft and floors shall e seated With a material capable of Preventing the Passage Of and hot gasses when subd to the requiroriecte ents of the Test Stpndard specW Fire Stop$ ASTM-E-814. 6014D-TUSE SIZE AND Co EF ftl �� yMIR DRAWING MUST BE KEPT INSPECTION IS REQUIRED BEFORE 'rovi of D T - 1 F'6 TIVE Bli1LD►NG DURING THE THE CONCRETE IS POUR!`D, 1) FLAN P MESS OF THIS WORK. r BUILDING DEPARTMENT 31 i� SENT i10# p�rtmcxi;4h CIIpy 4�i � n �� r" J DING DEPA , Pen Must 'Be Kept O Town of Da imri ► MOO 2 x 8 RAFTERS 16— O.C. 4 4 4 6 8 10 72 14 16 J8 4 12 6 72 12 I 6 _ 72 " J2 1 V SADDLE I (8 SLEEPER 14 12 L1 17 I — 12 ro r---- r---- — — — 28 (2xlOJ 14 /2 I I 8 12 12 I N SLEEPER M V o— 14 12 8 — — — 72 I I I I 4 W 14 12 12 0 L 14 (2 x/2) 2 x lO RAFTERS M 16 "" O.C. 26 (� x 10) I (13 14 1-a- /12 LL L 12I -- W 14 4 2 I m O O I I 4 .3112 16 20 20 20 20 20 18 18 /8 /8 20 20 20 16 14 /2 !O, I I SADDLE — — — Q /4 I l 12 8 6 12 k — — N I I 2 I 20 10 f2x1ll I I x 74 I 4 /2 L —13 8 12 N I SPLICE < '. 14 I 6 12 — JOINT 6 6 I I 72 2 \ !26 — — — — — — — — — — — 4 6 12 III \\ / 22 I I (2 x JO) 1 \ x 8 12 i I I I 8 ICJ 12 /4 /6 16 16 16 16 16 16161 J8 78 18 18 22 18 14 " 8 4 I ' QUANTI TIES 2x6 x16 OB 2 x B x 10 - 31 2 x 6 x 12 27 2 x 8 x 14 /4 2 x 6 x16 56 2 x 6 x18 36 2 x6 x20 04 2 x6 x22 04 2 x 6 x24 10 2x6x26 02 2x6x26 01 2x70 x10 01 2x70x12 34 2x10 x14 13 2x70x76 06 2x70x18 05 2x70x20 11 2x70x22 01 2x10 x24 01 2x70x26 01 2x10x26 02 2x72x14 01 2x72x26 02 6 (2x10) BEAM SCHEDULE © 1 3/4— x Il I/4— x 20" L VL — RIDGE BEAM 12(2x10)—N ROOF FRAMING PLAN 1/4 — = 7 G? FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE PLANS BY OTHERS, !O 10 8 6 6 orrm /2 10 6 10 10 14 (2x10J 6 FILE 14(2x10) 8 6 /0 4 6 (2x 10) 12 4 6 8 10 12 !O NO WIP JO 14 (2 x 10) An As Built S13-rVey' VT`-Ist t"- 14 (2 10) sjjbmi�ztedl, to r0 e 6 Dept. prior: to CafIin-go for /0 6 4 a foundation inspection of 6 Any further construction 20 18 (2 x 10) 18 !0 6 18 2 4 18 6 0 (2 x 10) 8 18 REVISIONS DATE BY CLAR. 16 `?J /3J/9 WMB This drawing is not to be reproduced or used to cor tract any building without the wr'tten authorization of Frank Betz Associates, Inca 10 18 Z o in F---I C I 12 la I W E-1 p m 74 18 E- �D 0 16 18 U W�00 0 GO N 18 I T8 I co � �>;�o N o rn x 1 � LEGEND "2X"" JOIST, RAFTER, HIP, OR VALLEY DOUBLE JOIST _ 1� I — JOIST triI M V LYEE t4v S ltt alyrt�h �t . . . . . BEAM` A! WMN INTER/OR LOAD BEAR/N " L , � � Fu r TDStC�� (�PEF2�dEEf M5E ��v CAll1 r �� ro t7Eylt.7lLfi Tn10 ` BAR OF THIS RAN GAL S� .; r 41 90 00 366 0.5 •89• 1p L0 T15A y 31769 7.29 tep � S 29. T 0-F AQ N F j. DRE THIBppEAt ,; Tip €� rc Copy i Plan PIC Date Q I zj� OR �ar� j iCD i r r�s N/F 3 ; iV 2 . DENNIS & ROBIN PAVAO 9 o ^N h MN 8g 89� rV �' co J` ,^Ix I Q a LOT15A TUIlE SIZE AND DEPTH 3176$ SQ. FT. O r^VS-rXT1 I'S REQUInED EEFORic 7.�9 ±ORES 23THE CONCRETE IS POURED. .74 . o� S 00 R-135.00 2g• T.O.F.=10*04'34" % ice IiV DERART1 f T 24� ?'3)80 l _ 107.51 Qi ' z 3• , W 3 .w . Ai#ir54 lit!;yyas r� ht� p ar r( 4 A� ti » 17Fco f . costa TOW5 ► cv �Ncopy "" —� DARTMOUTH FILL ,.. NSF 2` ' cm ' ANDRE THIBODEAt FFGOR PLAN NU A Copy 0t This Endorsed `-- Plan Must Be Kept On Site .� t• = sa r. SITEC 13 WBW 5 t$ 04 g .ems D$.�� In� Co�s�I•c�.I� � � e.ar«d. VA oz7as , � �'j Date _ «w Caw E,vrroM�IMim� FJpI�..tLlv FAX c5N� M-�55* C�„A�•,,�• a� Itd Lone U.. ft nkV p o ry w xoar�rass 1801,'' MAP 69 �� - ` �'' ` ° . �4"k;�., LOT -1 5A JOSE PAULO 7 -' ti _ ALBRO AVENUE, N. DAMWOUTH FOUNDATION AS —BUILT ALBRO—ASBUILTOIN F; N/F 3 a N DENNIS & ROBIN PAVAO 29 0 J` r , a ir a LOT 15A I 317696 SQ. FT. ti• O 7.29 .SORES L=23.74 W 04 R=135.00' 00 0 29.02 T.O.F. 5110'04'34"� � 7: Z \X a (71 Cy00 c7t. ct1c�_ w o q:a un _JF ANDRE THIBODEAU 0 C% C's LU U ® 1. �, SITEC to w.wy 5/18/03 (5 eNO-2 25 ones _ O CM ald Emhoermn6oi EnglMMbg FAX 98-7554 p 4L land UN Pkm--ib ol 60 120 180 MAP 69 _ {; r. 1 LOT -15A t F� ;, K. Lo JOSE PAULO .;57 •J ALBRO AVENUE, N. 0AR MOUiH 1 �FOUNDATION AS —BUILT „., ALBROgASBUILTDNfG e R RCTTIF.I\TTT A T . 2004 RESIDENTIAL } 2.1 Owner of Record: / 1 Name (Print) Contact Address Phone Number 2.2 Authorized Agent: Contact Address Phone Number Narrle (Print) m ��®� �� �� .AA , 3.1 Licensed Construction Supervisor: Not Applicable El Licensed Construction Supervisor License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! , Company Name Registration Number (if none, state ❑ none❑) Address Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 Owners Name (print) Signature eli ibilt to the Guaranty Fund by sdigning the above, the home owner acknowledges that there will be no g y ty Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT i 09.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1,1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair; removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. m the provisions of this section; provides that if a exception: Any Homeowner performing work for which a Building Permit "is required shall be exempt from p p Homeowner engages a persons) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Persons) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this sectio sign low: Signature: A� M, :t�zz& Your signature carves certain responsibilities, including but not necessarily limited to, general liability C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 2004 1 on licensed Constr Code provides in the Rules and Regulations section that an lice ructi NOTICE TO LICENSED CONTRACTORS: The Building p g Y Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15�) �r xim _ ° I 1N� t DOW ",m.a�a 'm a .m m�,_., , .. . � ,�w. a,�w.�� . .mR a R � Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to proviide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ yes ❑ no vy ma,e � _. ❑ new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ t❑ woodstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑accessory bldg. ❑ replacement window/door Vther ro demolition (shed/garage) no. of windows_ doors_ (specify below): ((specify below): * If new construction, please complete the following: Single Family: no. of bedrooms no. of baths Two Family: no. of bedrooms unit 1 no. of baths unit 1- no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) '- fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hot Water: Gas Electric Fuel Oil Other Brief Description of Proposed Work. > G ;a �5�I R Item Estimated Cost ($) to be completed by permit applicamt - 1 Rnildina � Rlertriral I Phimhinu 4 Mechanical fNVAC`l 5. Total = (1 + 2 + 3 + 4) * Estimated Total $ (please print) I as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date �e I, 1'0�' e p� CQ-( �} as Owner/Authorized Agent hereby declare that the statements aand information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed nder the pains penalties of perjury. //LL r. Signal r of Owner/Authorized Agent C:\bldg.forms\Bldgapp.res.wpd Page Date Rev. January 1, 2003 N R� V ISMS.06N �D M.xWw ".a.....�.'.:_..�_.m.ffi.:su. w..„�..Vm .�, `z 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals (see project review worksheet): Date: 5. DENIED (see project review worksheet): Date: 6. HOLD reason: Dater 7. HOLD subject to Zoning Board of Appeals action: Date: 8. Comments: 9. Inspector's Signature: Date: ea d� A lwant info e Da Ti e: pp Clerk — V Comments: a r 7 SECT D I SOT x e eb ...tt,-�.. ._ ._ .a.a+® �_... P� °:sue e.m o ezYa , e.®.6. ' .� ®:.� ®°.m.�"'.a. a®..�...A....� n w e �.... s `'mom � , m'e. .Be a•��S- ®. �, � �„ Total Permit Fee: Less Application Fee: $ 25.00 Remaining Balance: $ /%:!i „ C767 TOTAL FEE: Gross Area- New Construction total sq. ft. Gross Area - Alteration total sq. ft. Permit Issued To:AM RESIDENTIAL 2004 RESIDENTIAL 2004 ❑ FOUNDATION ONLY ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NO EFU DABLE & NON -TRANSFERABLE $25.00 APPLICATION FEE IS NON-REFUNDABLE NON-TRANS'.-rEIIABLE DARTMOUTH BUILDING DEPARTMENT DATE RECEIVED 400 Slocum Road P.O. Box 79399 Dartmouth, MA 02747 508-910-1820 FAX 508-910-1838 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWIELLING ®a m �aZmxt ....� �� MEN ¢� Y� Yin �� i�x. .e: a �N� r:ArV@ s gJ' @r E " uy ; � �@[��Y I 'a'..� Ia' qSIN' d �It ".�a��� p,il-�I Au @ L A',[��dd� �d� d '`, a, a S &I @� tllee: t -igl 6. R �' „e e x x,i: ! [+@+@..:.. @�::g. .rva °@ 's�. S ,ix., �. d a @@i.. ..�a� .a x, µ, 51�� x .. -.a. g ,x. i. �s ax " " >m.-. .. " " m•a 9= e - "fir �`:_ .elf E•G@i ,p P4�a�t � �k ..: rY �, e �„g� _ _ _ _ _ MAIMPO�ix �ie>3.S ,a,�,. -IRM ®®a g iPR 'PPaVA _m ti 26 A Z Zoning Review: Signature: Dade: Energy Report: Signature: Datte: Fire Chief: Signature: Datt_e: Board Health: of Signature: t C bate : Conservation Commission: Signature: Datre: Other: Signature: Data: Description of work being performed: NUMBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: ❑ yes ❑ no / 1.2 Assessors Plat & Lot Number: 1.1 Property Address: g9 i 1� � �,� Plat_ Lot %y- Nearest Cross Street: Subdivision Name: 1.3 Historical District ❑ yes ❑ no Has application been submitted to thfo Historic Commission? Total Land Area Sq. Ft.: ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: ❑ Municipal *Erivate Well ❑ Municipal P<Q)n Site Disposal System C:\bldg.forms\Bldgapp.res.wpd Page 4 Rev, January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd ,r Page 1 Rev. January 1, 2003