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BP-20134RESIDENTIAL 2001 " SECTION 8 - INSPECTOR'S REVIEW/COMMENTS 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: .ect review worksheet): Date: reason: i EEO Date: sect to Zoning Board of Appeal action: Q_.� . �- �,,:.�_ ,- Date: /5-l 8. Comments: 9. Inspector's Si ature: Date: ECTION 9 - APP IC NT NOTIFICATION , f Applicant infonN,`ve l Date: - n Tivie: 3� Clerk: Comments: SECTION 10- OFFICEVNSPECTOR'S NOTES Total Permit Fee: $ 3 Less Application Fee: $ 25.00 Remaining Balance: $ / TOTAL FEE: -3 00Gross Area - New Construction total sq. ft. - 92 -1 ! / Gross Area - Alteration total sq. ft. JPermit Tz-zu T Z3 V SECTION 11 -ADDITIONAL COMMENTS/SKETCHES 7-7iC����ell -b 0 W RESIDENTIAL 2001 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON- REFUNDABLE & NON -TRANSFERABLE DATE RECEIVED DARTMOUTH BUILDING DEPARTMENT o X: 400 Slocum Road, P.O. Box 79399 Dartmouth, MA 02747 1664 .yam Sv. 508-999-0720 FAX 508-999-0738 t l Rr APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING -THIS SECTION FOR OFFICIAI; USE ONLY RECEIVEDBY: BUILDING PERMIT DATE SENT FOR REVIEW. ' ' NiJNIBER•x a :. DATE ISSUE �;� � = -,. ......�... OK TO ISSUE -SIGNATURE: ,Buil a Com issi ner/Ins ectorof} u dtn s'—y, . VOtside y= District:.Proposed FloodZonZoning Use: Ze Adifone THE FOLLOWING AGENCIES SHOULD BE NOTIFIED = - _ r_ ❑ Board of ❑Board of ❑Con Com ❑ Demo ,- ❑ DPV4', ❑ Elec. ❑Energy Report x Appeals Health ry Affidavit - ,Card Sent �;Gut.Off t Follow u p �t �# ❑ Fire Gas' ❑ Planning Board ❑Sewer Card ❑ Water Card ❑ Zoning ❑ Other y ,-' Chief` 'Cut Off Off Cu `Revi - Off / Cut t _ � s . u y _ * REQUIRES INSPECTOR'S REVIEW BEFORE THE"ISSUANCE OF A .PERMIT. ' -DVARTMENYALAPPR0VAL Zoning Review: Signature: ) G ate: 10, Energy Report: Signature: Q Date: 7 ! Fire Chief: 'Signature: t > Date: ®,F ,p � - p % -T Board of Health: -Signature:.� Date: i Conservation Commission: `Signature: Zz Date: Other: Signature: Date: Description of work being performed: SECTION 1- SITE INFORMATION NUMBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: f yes ❑ no 1.2 Assessors Plat & Lot Number: n / 1.1 Property Address: IG-,� Pc (�( !! �Y Plat Lot - Nearest Cross Street: Po r- k - a -� J� cc, f2c� 1.3 Historical District Dyes J no Subdivision Name: Has application been submitted to the Historic Commission? Total Land Area Sq. Ft.: �(7 iF �/aS _. ❑ yes ❑ no Date: 1.4 Watier Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: 0 MunicipalA Private Well 0 Municipal Y, On Site Disposal System RESIDENTIAL 2001 RESIDENTIAL ECTiON 2 -PROPERTY O:YNERSHIP A TH RIZED AGENT 2.1 Owner of Record: b y de,-y'le ad �40 / 6 y� 3775/ Ske?f Cn and Sin��� I I'C' i'«l' V�r ►¢tT,��/�,� �j�Q s�o� rdry //019 Name (print) Contact Address Phone Number 2.2 Authorized Agent: // &),0 / A/"nU �i /1/GI - r vC. fMd � G36.1-Vt/ Name (print) Contact Address '' Phone Number SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: G a r tl Not Applicable 1,411 Licensed Construction Supervisor �, 67 License Number Address /J- f „ ) ' Expiration Date Signature Telephone S��L �� y 3.2 Registered Home Improvement Contractor: Not Applicable" Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes Ano If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name �a r,r U I v cl �,, Cr^ Registration Number (if none, state "none") Address ' / vf)-)1177 Signature l Telephone - J 6,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, M4 02108, (617) 727-8598 Owners Name (print) Signature by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 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. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) 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: Person(s) 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 t is ection sign below: Signature: Your si ture carries certain responsibilities, including but not necessarily limited to, general liability 2001 NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL C 152 § 25) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ yes ❑ no SECTION 5 - DESCRIPTION OF PROPOSED WORK (check all applicable) ja(+ new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woodstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demolition (shed/garage) no. of windows doors (specify below): (specify below): * If new construction, please complete the following: Single Family: no. of bedrooms 3 no. of baths a 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): I 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 t1-.1' Other Brief Description of Proposed Work: ea n v C-1 _ SECTION - 6 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost ($) to be completed by permit applicant 1. Building Fc' C1d d 2. Electrical -<-G ® — 3. Plumbiniz- 4. Mechanical (HVAC) a — 5. Total = (1 + 2 + 3 + 4) * Estimated Total SECTION 7A - OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building permit) (ple a ,PC�print) i I, �i1Ch as Owner of the subject property hereby authorize M r �� �J to act on m eh If, in 11 m ers relati a to work authorized by this building permit application s He Signature of 5wner Date SE Ti N 7B - OWNER(AUTHORIZED AGENT DECLARATION h_ © Cc, 2B 0'E-'� o � ` , , as Owner/Authorized Agent hereby declare that the statements and information on the fore g application ar rue and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Signature of Owner/Aut ized Agent Date C:`.bldg.fornrs�Bldgapp.res.wpd Pace 2 Rev lnnnary 19 1001 C:\blde. forms\Bldeann.res.wod STUCCO OR EQUAL SHEA THING - FLASH AID CAULK AS REQ 17. SH/NGL ES 8.. 6.. ROOFING FEL T PL YWD. DECKING 2 x 8 RAFTERS 2 x B CL G. OR AS REQ D JSTSS, OR AS READ 1NSULAT/ON AS REQD. /2 6 TOP OF CL G. JSTS. 2 x 2 OUTL OOKER FOYER/DINING RM. PL. I x 6 FASCIA FLUSH BEAM MIN 1/2- REVEAL AS READ CROWN MOULDING 2 x 4 CL G. JSTS. TMA(ED FLAT 1 x 8 FRIEZE 2 x 70 FLOOR JOISTS OR AS 2 x 10 RAFTERS BAFFLE 8 INSULA T/ON AS REQ D. OD VAULTED MASTER BATH— SH/NGL ES ROOFING FEL T PL YWOOD DECKING 2 x 6 RAFTERS OR AS READ INSULATION AS READ.—� 2 x 6 CL G. JOIST OR AS READ I x 6 FASCIA GUTTER — SOFFIT -SHEATHING "N 1/2- REVEAL - BL OCK/NG CONT. VENT AS REOD 2 x 4 OUTLOOKER BED MOULD h Ih HARDBOARD SIDING Z Z SHEA THING 0 O FLASHING Z V 12 12 SHNGLES ROOFING FEL T SI dNGL ES 12 PL YWOOD DECKING 10 ROOFING FEL T PLYWOOD DECKING ' BLOCKING AS READ. TO ALIGN FASCIAS W/DETAIL 2, SHEET I 2 x 8 RAFTERS 2 x 10 RAFTERS �,' OR AS READ. OR AS REQD /NSL/LAT/ON AS REQD /NSULA TION AS REQ D. ' , 2 x 6 CL G. JOIST -41 ' �� 2 x 6 FALSE OR AS READ BAFFL E ,' RAFTERS 0' 16- 0.0 OVER VLTD. M. BATH 1 x 3 FASCIA ' I x 6 FASCIA GUTTER GUTTER -- ' SOFFIT ------------ SOFFIT 0 h O AAN.. 7/2- REVEAL - <v Z 2 CONT. VENT O -0 (� Z 2 x 4 OUTL OOKER - Q TZ BED MOULD/NG— I j Q 01 Q L� HARDBOARD SIDING V �� W O SHEA THING V FLASHING • WD. DR/PCAP Pj 0 1 x 6 WD. TRIM10 W FLOOR LEVEL 2 BLOCKING AS REQ D INSULAT/ON AS REQD. SHEA THING STUCCO OR EQUAL CONC. FOMD. WA ;� ��pp T YOUR DaoWINU VUilI u� .T AS REQD. ffli ,pF'��'i UMU : p,T THE BUILDING DU' l4 MG 'IH1E R" r.-C R PROGRFSs OF THIS WORK. A Copy Of ThSs End ctf.,° BUILDING DEP,AWNI plan �i�; st a Kept On SUP, Try. �1 � F�artrSIZ AND DEPTH �o sor'1o=Tu Lslz= Duri i 6st'i� x �.#i(111 INSPECTION IS REQUIRED BEFORE THE CoNe--RETE IS POURED. ---�'- 6UILDINr DEPARTMENT', Town of DartmOuth - BAY DETAIL' FIRE STOPPING REQUIREMENT Penetrations thru rated walls and floors shall be 0 04 0 O- ' D` p I h �O 3 OR I E DETAIL NO TE A T TIC VENTIL A TION PER LOCAL CODES AND REQUIREMENTS SHEET METAL SHROUD 8 CHA^EY BEYOND seat: d with a material capable of preventing the SHNGLES passage of flames and hot gasses when subjected to the requirements of the Test Standard specific — . —_—_ . _ . _ . _ _ . _ : -- — _ . #or Fire Stops MTI'RJ(,-$ 4. --- --- . --- . — -- ...... ...... —.-----.—.-- N—.12..-------.— 10 —.—.—.—.—..—.—. 12 — — co -- - - - — - — —'— .-----'----- 10------- —'— NOTE.'RAFTERSARE 10------_——------- FROM TOP —_ _--_------------------ PITCHED _ OF CEILING JOISTS............... 2-o HALFRD-------- -- SEE DETAILS -- ---. LOUT/ VENT .—.—....... —.— TOP OF - --------- MIN. 1/2- REVEAL CONT. VENT 2 x 4 OUTL OOKER CROWN MOr LDINO I x 6 FRIEZE BL OCK/NG AS REQ D. — STUCCO OR EQUAL — SH7A THING RAISED STUCCO TRIM W.-'KEY 00 1" INCREMENTS MAX. (TYP.) FLASHNG /2 72 `F CORNICE DETAI I3/4- = 1 NOTE.• WHEN TWO ROOFS INTERSECT WITH DIFFERENT ROOF PI TCHES, BLOCK TOP OF STUD WALLS AS REQD TO LINE UP FASCIAS A T A MINIMUM OF I' O" O VERNANG STUCCO TRIM DETAIL 3/4'" = / -O- TOP OF CLG. JST. j- PLATE HEIGHT I x 6 FASCIA (TYP.) 4" CROWN OVER 1 x 6 FRIEZE (TYP.1. Go a STUCCO DRIP (TYP. FLOOR LEVEL I BASEMENT PL 00 T P TO BASEMENT FLOOR LEVEL OEM I room] I SADDLE AS REQD. son NONE ���•� � -1 O ` 1/ �FLOOR STUCCO OR EQUAL RECESSED ENTRY.- L PROVIDE SUPPORT FOR R O 1 `T ELEVATION PORCH AND STEPS TO GRADE AS REQD 1/4- An As Built Survey must be s0n2ittr d to the Bufli ii.ng Dept. prior to caning for a foundation inspection or any further construction. - f a `^.R9 EJI / RAISED STUCCO TRIM W/ KEY cm 1" INCREMENTS MAX. (T)P.) 1 x 6 RAKE (TYP.) HD2 4" CROWN OVER HT 1 x B FRIEZE (TYR) OSHINGLES OVER ROOF RETURNS (TYP.) TOP OF — — CLG.JST.— — — I x 4 KID. TRIM (TYP.) `—PLATE HEIGHT COVE MOULDING `11-STUCCO OR EQUAL CO N` OVER EXT. PL YWD. k C V > a fZ o a o— ox w �< a q av wm �Y ao U'� o q, h U So W E. U h N U ' O A d o� A) L H 3 J f— m W � � w Z J 0 Q W J W U z ,°n N rr W W E+ O E d �O \C')� O dam Aa° � N E 0 z0-94 It r7 p�q CAS p JAG rTYPI Cj���Mo�grQ•s o R� REPESEPLANC)UCTVBY !� RO OP TN.ESE PLA, W (- (TYP.) &'' 4 ANYMEANSISPROM!FIIEO Z 9 BY FELARA: VV- VYrA-AYIOr1. � ARE FUhtSNAA:E BY FINES U' y H • 0 4 21-92 S �, 4 /'' at Pubtlshing i }{pis►! vest .; N � _ � TO g104.Q(10 PER ()FF ENSE.. f EET i GAS l THE DESIGNER TO o gg1AiN IECs�L COPIES � Y� ��• OFTMSF i� � a r --- DARTMUUTH /(I GAL bs�� DISTf1j"T�, FRANK BETZ ASSOCIATES, INC, ASSUMES NO A .,%- " _.�► N0. 2 FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE PLANS BY OTHERS, °F5 3w - z V<V SHEET METAL ShROUD (TYP.) REAR ELEVATION 7'.16" = 1-0- ------------------ I I I I I I I L------------J I I I SADDLE I AS REOD. I I I I I I I 1 I I I � I I SADDLE I 1 I I AS REOD. I I I , I � I , �► I , it i i SADDLE I AS REOD. �----- ----I I I L I I 1-4- OVERHANG (TYP.) I I I I I I 1'-0" OVERHANG (TYP.) I I I I I 1 I ROOF PLAN I I I I I I ----------------------------- NOTE RAFTERS ARE PITCHED FROM TOP OF CEILING JOISTS SEE DETAIL S NOTE • WHEN TWO ROOFS INTERSECT WITH DIFFERENT ROOF PI TCHES, BLOCK TOP OF STUD WALLS AS REO D, TO LINE UP FASCIAS A T A MINIMUM OF I -0 — 0 VERHANO NO TE: A T TIC VENTIL A TION PER L 0CAL CODES AND RECUIREMENTS 12 121 SADDLE AS REO D. 5/4 x 4 CO BOARD (TYP.) SHINGLES 12 STUCCO OR EQUAL LINE OF FOYER WALL BEYOND LEFT ELEVATION 2 x 6 SURROUND (TYP,) 12 /\ I I � I i , I I ------ l. -----1—-----y I-----1-----------J I I I � LINE OF MAIN BODY ROOF I 1 I 4" CROWN OVER I I I I x B FRIEZE (TYP.) I I I LINE OF WALLS BEYOND I I STUCCO OR F_OUAL—,,,, I I I RET II I 9 SADDLE AS REO D. (�N II I STUCCO 8"' HAROBD. SIDING 4" CROWN OVER 1 x B FRIEZE (TYP.I YOUR DRkNIl4G MUST BE KEPT A.r THG BUILD!Na D1JR1A1G THE PP OCSESS OF THIS WOR' BUILDINGcsf DartYt� �k��li i 7 SONO-TUa S;.ZE AND DEPTH INSPECTION IS REQUIRED BEFOR_ THE CONCRETE IS POURED. BUILDING DEPARTMENT Town Of Q-ortmouth r- I I I , I I I 5/4 AAVTkW WTVITUTH -TTII BOARD (TYP.,+.f U A COPY Of Tits Frrla3 rtf I Pill r"11"Sf CC Cv On. Me I Dudr,, Coalrecian RIGHT ELEVATIONN 0 C r--� FIRE STC)PF1l`1(-'-' IMF U'Lll EMENT rf.ix AS Bunt SurN-ey rnclst ba Penetrations thru rated walls and floors shall, be SlIbmitted to the B aiiding sealed with a material Capable of preventing the Dept. prior to Calling for p,3ssa.ge of flames and hot gasses when subjected a foundation inspection or to the requirements of the Test Standard specific any further Cor�struCton. tor Fire Stops AST{!1:-F-814. GENERAL FRAMING NOTES GENERAL NOTES THE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY, l ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE DUE TO A VARIANCE OF CODES PER REGION, PLEASE REFER AND COMPLY NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS, WITH ALL YOUR LOCAL CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE STRUCTURAL REQUIREMENTS. BEFORE BEGINING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO FRANK BETZ ASSOCIATES, INC, FOR JUSTIFICATION 1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. AND/OR CORRECTION BEFORE PROCEEDING WITH WORK, CONTRACTORS 2. ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW. SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. 3, ALL HEADERS SHALL BE 2-2x1O'9 WITH 1/2" PLYWOOD FLITCH 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. PLATE UNLESS OTHERWISE NOTED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST 4. FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING. PARALLEL TO JOIST DIRECTION. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. PROVIDE bA CROSS BRIDGING AT MID POINT OF SPAN OR 8'-0" 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL O.C. MAX N43M IN ALL FLOORS. SITE REQUIREMENTS, 6. ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE CORNERS) SHALL BE 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE BRACED WITH 1/2- CDX PLYWOOD. NAILING SCHEDULE SHALL BE 8d AS PER CODE. COMMONS AT 6" O.C. AT ALL EDGES AND 8d COMMONS AT 12" O.C. 7. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND AT ALL INTERMEDIATE STUDS. (OPTION - APPROVED DIAGONAL STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS CORNER BRACES BOTH DIRECTIONS AT ALL CORNERS). OCCUIRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING 7. ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THRU ALL CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, LEVELS AND TERMINATE AT THE BASEMENT FLOOR AND BE SUPPORTED ETC. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING BY A THICKENED SLAB, GRADE BEAM, OR FOOTING DESIGNED TO CARRY ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES LOAD. AND TO INSURE A QUALITY AND SAFE STRUCTURE 8. PROVIDE DOUBLE 2x8 STRONGBACK AT MID SPAN FOR CEILING JOISTS 8, ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A WITH SPAN GREATER THAN 10'-0". GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL 9. PROVIDE COLLAR TIES AT DIPPER 1/3 OF VERTICAL DISTANCE BETWEEN BUILDING CODES WHERE APPLICABLE. RIDGE BOARD AND CEILING JOISTS AT 4'-0" O.C. MAXIMUM. 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS IQ HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE -2)(' SIZE AND SHOULD EXTEND DOWN THRU THE LEVELS BELOW AND TERMINATE AT LARGER THAN RAFTERS. THE BASEMENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY 11 ROOF DECKING SHALL BE 1/2- CDX PLYWOOD MINIMUM THE LOAD. 12. WHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED, TRUSS MANUFACTURER MUST PROVIDE SHOP DRAWINGS WHICH 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 LEVELS AND TERMINATE AT I 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 ENGINEER AND MEET ALL LOCAL CODES. 15. ALL SOLID FRAMING, COLUMNS, BEAMS, ETC., TO BE DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES. FRANK BETZ ASSOCIATES, INC. ASSUMES 16, ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4 STUDS UNLESS FOR ANY CHANGES OR MODIFICATIONS OTHERWISE NOTED. PLANS BY OTHERS, J� i ,TI. 0' 8) RC '!BI VI '.A R1 -IN C 'O � a W T a o u o-c 00 u w n �m �Y E 2 oc o 4 U V mN 'o Z. Q !� Q Q Q c v F's ,R W 0 I 0 Z J r\�/� V ) < Z 0 w W W z ) CV vd F coo O O aO Go im Aar O� W t� O a o WGazi` CMCAS:UJAO W d 1-92 IONS IONS A :S UP • ner t e Q NSF. �! r.t t0 • Q �•O J. OF 5 FIRE STOPPING REQUIREMENT pen--trations thru rated wars and floors shall with a material capable of prewenting fige of flames and hot gasses when subjex ..o, requirements of the Test Standard spe for Fire Stops ASTM-E-914. An As Built Survey must be subniitted to the Bailding Dept. prior to calling for a foundation inspection or any further construction. TOWN OF PA11TV9,1JTfl RECOM NArl A G, Of TVs End5rz,.,-,,4 Plan Mmt MC Key On Eite Dar C D", rcilon ots b YOUR DRAWING 161UBT BE KS -PT AT THE BUILDING DUr1k!e pROC-,RESS OF THIS WORru BUILDING DEPARTM:NT Tom at Dwr"Oth SOLO -TUBE SIZE AND DEPTH It4SPECTION IS IREQUiRED BF-FOqF- THE CONCRETE is POUREM BUILDING DEPARTMENT Town of Dartmouth d 0 C14 0 N 13*-0- 2*-5" 2652 55-0- 2`1 1/2" 2'-5- 6-3 CANTILEVER I W.P. 2652 ITWIN 27-0- 2652 5`9 3/4" - - - - -- - - - - - - - - - - - - - - - - - b 2652 .0 52 - - - - - - - - - - - - - - - - 2-6 HALF- LITE DOOR - -- T- ---7 1 - - - - - - - - - - - - - - - - - - - - STEP DOWN �=OLVvDA WALL AS REOD. - - - - - - - - - - - - - - - - - - - - - - 1k ki U-0 00 z UNFINISHED P.C.04 In 00 BASEMENT P. C. - - - - -4 4 P.C. �i MANN44: .. .. . ... -.0 n . ...... 01 -4— t - - - - - - t sp �0 CN PORCH LEDGEI PORCH WATER 0 AS REQ2:). -,C-HT. I ABOVE Ae' 04 PC L- -- - - - - - - - - I : I SLAB L —------------ 0 MUM — DROP 6-BELOW CN co co 04 ps: 10 STAIRS UP 16 R. I I co - - -- - - ---------I I F11VSH FLOOR -- - - - - - - - - - - - - - - - - - - - - - - - - - - 0 CN 4`3 0 �0 - - - - - - - - - - - - - - 3`9 1/2" CO 0 . ..... . . . . . . .1 1- NOTE DROP FOUNDATION WALL UNDER .w - - - - - - - - - - - - - - - - - - - 4 x- GARAGE SLAB 4 "FROM MAIN FOUNDATION WALLS PROVIDE SL#PORT FOR PORCH AND STEPS TO GRADE AS REOZ). 6-0- 10'-0" 10 i n n g(c ? 0 > 1 1 x 0-- x AtO TE.- ALL ANGLES ARE L45 0] L#\#- ESS OTHERWISE NC) EED FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE PLANS BY OTHERS. do I f I Ilk 7.4 r 7 -- - - - - - - - - - CO 1'-10 7-7 1/2- 8'-0" 11'-0- 35-0" 55-C)" 1-O- BASEMENT FOUNDATION PLAN 2 GARAGE SLAB 4 - CONC. SLAB W,-e 6 - X 6 W. W.F. OVER 6 MIL. POLY OVER 4 - GRAVEL (TYP.) 20'-0" -4 2`0- 10 CN LO Z ox ao 0. 2. E- 0 5 ao) 0 10 0 -x - 0 Oco r04 0 E-1 W z PP U) z 0 pe, Cc r7-1 ;CAS U � 'NM JAG 00 00" REPRO!? • OF NET: -AN3 By ANY MEANS � is 1t1YFE0FrkAtLN 0 ARE 'OM4 z 46 IE !N11C I.CCP!E 16 OF5 FIRE STOPPING ............. SF-0i"'IREMENT thru rated walis a materialand floors shall be CaPable of of.flam"s and hot g Preventing the 1181 when subjec-ted and Of the Test Standard specific OM PS AS7-&4-E-814. z 04 \BRACE WALL CO AS REO D. NOTIC-U7 ks Built Survey must be uilding, Oftlitted to the B 1 ot. prior to calling for L ,)undation insPection or asiv further construct -,on. TOWN! OF D!ATV_Tj1 PRORID PV9UV A Copy 011MIS Enlarrnd plarl poll-st He Kept Cn site Dorm''.' Construction IJ{.ts YOUR DFIAVIING 11UPT BE W.,T 4T THE BUILDING DUPIN(k' TfM ROGRESS OF TWS VqOR' K. BUILDING DEPARTMENT 'town of DeIrtrovAh S `ON0-TUbE: SIZE AND DEPTH IMSPECTION 13 REQUIRED BEFORE THE CONCRETE IS POURED. BUILDING DEPARTMENT Town of Dartmouth L Lbl' 10 Ln 0 01 N 0 N I 55`0­ W-0- 15-0" 5-4— .. 4`0 1/2" _3`0 1/2'1 4`10" 6-4— 14'-10" —9 3/4" - T/LE SHELF Lm 1'-8— 2`5­ 2`5' 24" A.F.F. rOL ASS ENCLOSURE'. I . OVER 24' HIGH 30.32 TRANSOMS W,­' FIX E 40461 D fi KIMEEWALL 120321 1 HDR. HT. 00 X-O­ A.F.F. A r 9`10 1/2" 2`1 1/2" L 4'-6 1/2' 2-6 FRENCH 3`2 1/2" 27-C)" 2`11" .. 2`0­ i b 0 LAUND. o 220 GAS` CN LIGHT. S TUB _j 42' `o SHWR.3062 F9L. 0 Q 04 73 60" QL AE CORNER JG062 o L-L :d11 II W 10 TUB 0 2-0 z S - - - --- - - - - - - - 1. - - U ()0 LO R 10 '-2 L/2" 2`4 1-10 OAS STAR CO 64" x 16" fCA I x. BREAKFAST b r LINEN 5 SH BRACE WALL AS REOD III \ .......... r CN 'o 14=0­ HIGH CEILING T �... ........ .. �o 12" SERVING BAR OVE? 1 6 CAP 69- OVER 42" CN 6-0 42" HIGH A�NEEWALL KNEE WA L L VAU!_ T IC ACCESS 5`11" \ATT OPEMNO ABOVE� CU 11 2 CN L ..:..:..:.:.,err., ... .. AS REOD. L IALEN I W� ZCI) F7L USH BM M. BATH, 0 5 SH. L - — - — - — - — - — - — P.O.S. Cq 14�-O­ HIGH 42-L Im 6 CAP OVER2' CEILING CO HGH KNEEWALL W,-' DISP FLUSH BM. AS REQ 42 I -DR. HT ... ... PREWIE FOR L - - - 2 6 220 CEILING FAN,-' 2.3'- D. W. co LIGHT ... ce) .,o DOOR ANT y V, Uj SHELF ABOVE 0 0 AULTE6\ KITCHEN CN 2- - - - - - - - - - - - 0 v 04 ZN GREAT ROOM. 4! 1 GAS 04 14�0" HIGH CEILING 0 S TUB 04 .4 PLANT SHELF AB V/ TRAY MAKER CEILING 42' -o N ICE -10" x 4'-6 S Vol LIN "OH COL LL N. R '30" "GH <AEEWA _Ui-3`2 1/2' 0 VE 2'-8 1/2" 2`-6" LL z FLUSH BM. PREWIE FOR EF Lku 0 AS REOD CEILING FA 8 '04 I. ILIGHT 2_6 Co. 42' IMA TER, I z �ARC1S-D OPEIVIVO (SEE 9`1 1/2" 2'-C)'/ ]'-6 (N 0 DETAIL SHEET 0,3) SIAX . ... .. 2-6 (T)'P.) (TYP.)If -SUITE ...... CN' MCHE -SEE CN FOYER 3`6 1/2" k, COY= 9 CL G. DET 2, > CO e I SH T. 5 co d -0-- HFGH 14� CEILING J-0 DR. W,`10" SIDELITES W,-10­,-' L SLOPED x,3-2 A •C CEILING .7 TS PALLADIAN WDIM11, �0 -6 �12­ DEEP PLANT W,-1h0R HTLM 3`6' 2 2` D" ...... - -0 A.FF. + 'o 10 ........ d 0-00 SHELF ABOVE z 0- 04 co ... .. ... ....... 79 .10 % i2662 I 10 VAULT W I ,V41_1L T W. P. C14: BRACE WALLS AS REOZ). COVERED 10 BM. AS 00 SITTING -REC D. ENTRY 0 -AR D OPENNG Co DINING ROOM &ITOP M 13-6­ 0A. F F ROOM Z-) =LUSH BIV. AS REID D. 44 14 -0 HIGH CL 0. r 10­X3-0,;'1O­ x 62 PALLADIAN INDW 2062 TRIPLE W/2046 TRIPLE WXHDR. HT 00 IX-O" A.F.F. 00 3`0­ 5-C)" 4`0­ 3`9 3/4" 1'_0­ N I 1'-6 1/2" `- 60­ 7`7 1/2" 6-C)" 10'-0" 8'-0" W-C)" NOTE.• ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND TERM/NA TE AT FOUAVA TIC)IV AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD. NOTE ALL ANGLES ARE 45 0 UNLESS OTHERWISE NOTED I FRANK BETZ ASSOCIATES, INC, ASSUMES NO LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE PLANS BY OTHERS. 35—C)" 55-C)" NO TE FOR GENERAL NO TES & GENERAL FRAMINO NOTES, REFER TO SHEET 5. 101 2 -0- SOUARE)=00TAGE FLOOR PLAN FL 001? PLAN 1727 SO. FT 1/4" = /=O­ 2*-6" z 0 CN,o BEDROOM 2 C 1 N 1 Cl) BEDRM. 3 zn >. W-4- 2-6 13 L-r I _.;STAIRS TO SWITCH .DN 16 R 48ELOW DROPPED BA4. REOD. �AS DROPPED LOW VOLTAGE 20'-0" b 1\_CE7L1N0 OUTLET FOR GARAGE DOOR OPENER GARAGE COPYRIGHT Q 1992 BY FRANK BETZ ASSOCIATES, INC. NOT TO BE REPRODUCED 16-0.x 7-0 O.H. GARAGE DOOR • - - - - - - - - - - - - - -ro DROPPED BIN. AS REOL). 16-C)" I 0 LO I z C 1 N CN z 10 04 LO > ao d CN, PAP I Led 0 z 0 cv Om O M3 0 000 0 it. E C, z 0 0 a0 Cq PC4 CAS U JAG /vo �,M IS P j,-_SE 4 tANSily 60 4 21-92 vc, 0,11ONS to vv:c ILI ­NA`SvFINES UP A d ov: 2'- 0 O W3924 W3342 `REF. SPACE-7 LOPEN TO GREA T ROOM BEYOND MINE DB15 B30 DEEP PLANT SHELF ` /L ZOPEN TO `12 BREAKFAST 10 PLANTDEEP -1 x 6 CAP BEYOND OVER 42" 12"" SERVING SHELF HIGH BAR OVER 12 KNEEWALL 42" HOH KNEEWALL ti �0 [ 0 0 0 i ' FILLER 71N Z // 01 JE IJ [ I x 6 CAP OVER W SFD42U DISHWASHER 72"x 42'" 42"' HIGH K i EWi LL "R V ROR7�i TILE SHELF � 0, 010A 17 �i O❑ 827 RANGE B27 'FILLER B24 KITCHEN ELEVATIONS 1 `-1 I I O 0 IMMI VBD30 V8D30 TO/LET TUB/SHWR. rs A T I n I = % / AS REQb. (TYP.I STAIR SECTION co T O- B30 NOTE • RAFTERS ARE PITCHED FROM TOP OF CEILING JOIS TS SEE DETAILS TOP OF CL G. JSTS. ,( BASEMENT PL. BSMT. FLOOR LEVEL 24" A.F.F. I VBD36 VBD36 60"" CORNER TUB GLASS ENCLOSURE OVER SHWR. 24" H/GH KNEEWALL M. BATH ELEVS. T014,114 OF D!'13T IOUTH FIRE SWOPPING` Rr 34UI EEMENT F 'in �� 7 , � RECORD 4M Penetrations thru rated walls and floors shall be Erdse �.>,y 0# '�;?"'` scaled with a material capable of preventing the Pin W1131.11 Pe K"Pt On SHE � � passage of flames and hot gasses when subjected Geri"! Cor r!rrd'� to the requirements of the Vest Standard specific 29'-g" fe r Fe -OPEN TO BK REAFAST BEYOND DESIGN 8 BRACE WALL AS REQD. COLLAR TIES AS REQ b. -CEILING JOISTS 8 RAFTERS AS READ 10'-7 1/2" BEAMS AS REQD. 12" DEEP PLANT SHELF VLTD. GREAT a N �, OPEN ROOM KITCHENN BEYOND OPEN TO BREAKFAST Z 14 =0" MOH CLG. BEYOND I x 6 CAP OVER 10'" BOXED COL. 42" HIGH KNEEWALL OVER 30" HIGH/ KNEEWAL L FLOOR JOISTS AS REQ b.- \ UNFINISHED BASEMENT CONC. SLAB /2 12 \ LINE OF \ \ RAFTERS \ \ BEYOND DESIGN 8 BRACE WALL AS REQD FOYER 14 -O" HIGH CLG. D/N/NG ROOM BEYOND GRADE BEAMS AS REQD (TYP.) TRANSVERSE SECTION COVERED ENTRY 12 00 2._0. T-0- FRONT VIEW 10 I CO 2X" HEADER OVER OPNG - PREFAB N/C/ E- SHEL VES AS SPEC. 2 x 4 STUD SECT/ON C > a W T {4 0 U G, V C CC ON Q �m ao $o 0 C �3 0 (fl m `O a J U U So o ON C a'=u Q � 1 �s 2 NICHE DETAIL W W = m 0 ,7, Q W m ms�* mom An As wilt Survcy must be C:8 Q sworn; ted to the r1.11ding Dept. prior to Calling for ~ W a foundation inspection or SADDLE any further constructyoil. BEYOND YOUR DRAWING MUST BE KEPT U W e /)/ __.......nncvstlCl4li?R4C. r V PROVIDE SUPPORT FOR PORCH AND STEPS TO GRADE AS REQD CONT. CONC WALL AS REQ D CONT. CONC. FTO. AS REQ b. BUILDhNG DEPATTfM">t Town of Dadmoutth CGi diy.'i L 81 E k D DEPTH IMSPECTIQN IS REQUIRED BEFORE THE CONI BETE IS POURED. BUILDING DEPARTMENT Town of Dartmouth z o CV F o E3m ro �0 a m r Aao Qi a r4 C7 N OQ o 0 0 x� w Is ' yO'Orr I* L V JAG F}' :-�i !_i',dt• A:N• v 1'C OF 1® `.�.. w d1;292 ♦� jfr j}11 � �i� � �.. tk sE`•A d r HEFT r -0r OF 5 FIRE SOPPING aFgJLEMFNT 'enstrations thru rated wags and floors shall be waled with a material capable of preventing the 2 x 6 RAFTERS AT 16"• O.C. •assage Of flames and hot gasses when subjected I) the requirements of the Test Standard specific 'or Fire Stops ASPAI-F-814. 4 6 6 7 /C C E I 1 4 61 I I I 61 I I I 81 1 1 81 • ,i. 6 � �� I 1 I n As Built Survey 121€Ist be � I 1 ininitted to the Building 1 Dept. prior to calling for a foundation inspection or 12 I any further construct on. J4 w h DL YOUR D ir,G MUT BF W,! T ptaRt�€t� �R� 0 16 16 XT THE13UILDING IK LGapql OF THIS ViOPK. :�J N h Q I '�PAri � N,C�P1T 20 13U1LDtNG D Tvm Qf QSstrnauti SONG-TUaE SIZE AND DEPTH WSPECTION IS REQUIRED BEFORE THE CONCRETE IS POURED. BUILDING DEPARTMENT Town Of Dartmouth QUANTITIES 2x6x16 04 2x6x10 18 2x6 x12 17 2x&x14 19 2x8x16 79 2x6x16 13 2x6x20 09 2x6x22 04 2x8x24 05 2x6x26 04 2x70x10 11 2x70x72 02 2x70x14 02 2x70x16 11 2x10x16 05 2x10x20 01 2x70x22 02 2x10x24 08 2x12x12 01 2x12x14 02 2x12x16 02 2x12x22 O 11 ' 22 24 LL U 0 26 2 22 N Q wo 18 16 /4 1l� 8 O 6 U 4 � y Q Q U 26 OF, DIMMOUR-114 HORD KIP 'in rlust Be Kept on sit NOTE ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING WALLS DESIGNED TO CARRY LOAD TI-RU ALL LEVELS AND TERNI/NA TE A T FOUNDA TION AND BE SUPPORTED B Y THICKENED SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY L OAD. =l021bO -I9 2 x 10 RAFTERS 2 x 8 RAFTERS AT 16" O.C. AT 16" O.C. 24 24 24 24 24 24 24 24 22 20 20 16 16 14 12 1 12 IIIIIIIIIIIINS his I Illlllll�illlll IlII���!�IIIII� Eli&M, MEN 14 14 18 (2 x 10) 16 16 � SLEEPER 8 16 10 72 (2.x 12) 16 -- --I 16 I 10 10 ROOF FRAMING PLAN 1/4 " = / =O — i„ is Page is t e roof framing for this plan and is included s part oft e complete I c e. Framing Drawingsfor floor a ceiling joists are Milable at a additional charge from Frank Betz Associates, lac. To order call: 77-31-88 or 88-717-3003 LEGEND "2X" JOIST, RAFTER, HIP, OR VALLEY I DOUBLE JOIST .'.'.'— BEAM INTERIOR LOAD BEARING WALL 16 16 16 IS 11PENA I �00 Id A704 14 16 16 16 16 16 SADDLE 76 1(2 x )0l FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE PLANS BY OTHERS. 61 61 4 26 /8 16 16 16 !6 >6 76 16 7 16 16 16 /6 76 • R tr -9R[ '0JC V'� •e a� OF;H:SEFIAy3BY • i Amy DIE! he IS P�pDI1RITED ! 16 t1 FF: i1AcN.ViCdJliONS r Y FINES DDP I F 16."16 �t Diu}sl,a±D:tnn TO uni'St�J� C �O a > W � O o� .o a e a� o &m =Y 00 uo O o n $o (JQy W Of i<lSly a t \ (� J U oc o Q a L.'; PY O h m , 3 Z J I..L— W Z Z LLJ � J Q J Q LL- LLJ LL- 0 NON fy_