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BP-309402002 RESIDENTIAL ❑ FOUNDATION ONLY $2S.00 APPLICATION FEE IS NON-REFUNDABLE do NON -TRANSFERABLE C•\hlda fnrms\Rlrlonnrnre-, wnd Page 4 Rev. January 1, 2003 RECEIVED BY: DA 1"E TSi1I+;D : DATE SENT FOR REVIEW: •^ TTA'TE OK TO IS90t-ii SIGNATURE: - x a . uildiug Go ssionerllnspe oP Bunld' s Zone: C B'A ❑ = a(Tutside Flood Zone t �iquifer one Zoning D>strtt\Pro osed Use: F --- THE OLLOWING AGENCIES SHOULD BE NOTIFIED a Blec �? Energy Report i ❑ Board of oard of Con. Com Demo DPW follow ups' Appeals Health Aft"idavit Card Sent:CutCiff ❑ Sewer Card Z? Water Card', ❑Zoning a Other' ❑ Fire Gas' ❑'Planning`Boaril*� , _ Chief Cut Off / Cut Off /Cut Off ReviewAt , Zoning Review: Signature: Date - Energy Report: 0 %z- Signature: l Date: Fire Chief: nature: Date: -a Signature: Board of Health: Signature: Date: 3 Conservation Commission: Signature: Date: \Other. Signature: Date: Description of work being performed: SECTION 1 - SITE INFORMATION a d i WNIBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: ❑ yes ❑ no 1.2 Assessors Plat & Lot Number: 1.1 Property Address: �l% SG�°QES l�/Plate Lot �eli - Nearest Cross Street: SGgP�=1 % 1.3 Historical District Oyes ❑ no Subdivision Name: Has application been submitted to the Historic Commission? Total Land Area Sq. Ft.: ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): /� 1.5 Sewage Disposal System: ❑ Municipal eTPrivat Well El Municipal efOn Site Disposal System C r . orms\Bldgapp.res.wpd Pa g 1 Rev. January 1, 2003 RESIDENTIAL 2.1 Owner of Record: " �/g I-e- le Name (print) 2.2 Authorized Agent: Name (print) 3.1 Licensed Construction Supervisor: a, Licensed Construction Supervisor Address Q Signature 3.2 Registered Home Improvement Contractor: 2003 AGENT J?4t-t JD;- f3G-3//sy Contact Address Phone Number Contact Address 3 - CONSTRUCTION !S 'I" hr% `,0C V2 Not Applicable ❑ s _ Gz:`Od x �2. License Number L Co�fPT? y Expiration Date Telephone z�' o Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? des ❑ no , goAre you claiming exemption from the requirement? If o yes t oe next section! If yes, submit the required affidavit! Phone Number RESIDENTIAL PE LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction 2003 whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) SECTION 4 - WnRKv3 r•nn m, . , _r_, --- 6y •-,Pull lequlrea) (energy report required) - - cuullney/ fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other (shed/garage) no. of windows_ doors (specify below) g If new construction, please complete the following: Single Family: no. of bedrooms no. of baths Company Name l00 �c ��1LDc �s/G Registration Number (if none, state ❑ none❑) Address Signature Telephon - Expiration Date ? Q J! 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 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 this section sign below: Your signature carries certain responsibilities, including but not necessarily limited to, general liability Two Family: no. of bedrooms unit 1 __ no. of baths unit 1 no. of bedrooms unit 2no. 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 {fork: SECPION - 6 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost M to be completed b _ P y permit applicant egtact d Merhnnirnl (HVAC I 5.Total =(1+2+3+4) (please print) * Estimated Total SECTION 7A - ON'D (to be completed when owner's agent es'. �JC7 $ /73. Do(D tor applies for building ❑ woodstove ❑ demolition (specify below): h �%„� � �c -�i p , as Owner of the subject property hereby authorize _ l�kI 4 to act n my beh If, in al matters relative to work authorized by this building permit applicatiop. L@��� � f Signature of Owner - 1y/01/0 Date ' -7_ as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and-Dgaalties of Iiarinry Signature of Owner/Authorized Agent Date C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Pno 'A MAP 27 LOT 34 345.45' Cl -- •� cl E:o m \. 4. o wn EXISTING rn zz DWELLING °' QR :m ; —19 BLADES t: 43 m "0 P .\ CORNER �: ROAD s 6 NEW FOUNDATION T.O.F.-122.1f Q N N I 1 MAP 27 LOT 23 MAP 27 LOT 21-35 MAP 27 LOT 22 1.29 AC. 205' �A0` � SN OIO�a-� CIVIL (r No. 32165 v MAP 27 LOT 21-35 12 weeny Road mod• ,L4NlAW AX 2004 New Bedford. MA 02745 dmwn.• aw I (508) 998-2125 FAX (508) 998-7554 - -A—P 4• M c and Environmental I ngineerIng c�mr>!c! SAC Land Use Planning 319 SLADES CORNER ROAD MAP 27 LOT 22 DARTMOUTH, MA re„r.• DAVID & SUSAN SEBASI'IAO FOUNDATION AS -BUILT 8neot ___• of _ dmwfng number: SOIL DATA DATE: 12-6-00 PERFORMED BY: SITEC, INC. WITNESSED BY. S. GRIFFIN TP-1 TP-1 0" 117.5 0" 117.5 A A SANDY SANDY LOAM LOAM 10" 116.7 10" 116.7 B B SANDY SANDY LOAM LOAM 36" 114.5 36" 114.5 EARTH BACKFILL \\ p ,e 0 +Vv O O pOo 0p o Q O p o p� a 00 0 0 00p o 0 0 00 Op o poo O poo Oo Ooo ovvo d vvv vvv v v A vI vvvv lvv vv v v v I ve vA �vA ov vv ve v 1 dvd vvv x v e v v l v l vv v ve vv Ivv vv v� v v v v v v v v v vd v v vv v v vv v e - vvvvvvvvvv 1 _ 4' 6' _1_ 6' 4' _] B B LOAMY LOAMY TYPICAL OF ALL SAND SAND TYPICAL FIELD CROSS SECTION NOT TO SCALE 120^i 1107.5 120"11 1107.5 PERC 0 56"(ELEV=112.8) PERC 0 78"(ELEV=111.0) MOTTLES 0 36"(ELEV=114.5) MOTTLES 0 40"(ELEV=114.2) WATER 0 36"(ELEV=114.5) RATE: 1" IN 9 MIN. RATE: 1" IN 12 MIN. 3, 5" DIA. INLETS 5"dio. outlet 1" toper 5'-4" 30.5" 18.5" 5" TOP VIEW 5, 5" DIA. OUTLETS CROSS SECTION VIEW DISTRIBUTION BOX NOT TO SCALE I 10'-6" I 1 1 3.5"d ia. knockouts inlet PLAN VIEW _E4" T 4'-6" 1 L3" CROSS SECTION VIEW SEPTIC TANK SCALE: 1 "=100' TOP OF DWEWNG FOUNDATION ELEV.= 122.17 120.82 SLAB ELEV.= 114.67 120.62 FINISH GRADE ELEV. = 121.5 1500 GALLON REINFORCED CONCRETE SEPTIC TANK SCALE: 1 `30' _11� - U. 119.47t DISTRIBU11ON 120.37 BOX I - LEVEL STABLE BASE - NOT TO SYSTEM PROFILE 12" MIN. EARTH BACKFILL 2" DEPTH OF 1 /8" - 1/2" WASHED PEASTONE 10" DEPTH OF 3/4" TO 1-1 /2" DOUBLE WASHED CRUSHED STONE LEGEND DESIGN DATA DESIGN PERC RATE: 1" IN 15 MIN ---------100----------- EXISTING CONTOUR EXISTING SYSTEM 0o PROPOSED CONTOUR DESIGN FLOW:4 BEDROOMS X 110 GPD/BDM+110 GPD FOR 1 WHIRLPOOL=550 GPD REQUIRED PIPE INVERT ELEVATION SYSTEM DESIGN: 52' LONG X 20' WIDE X 0.56 G/SF = 582 GPD PROVIDED ® TEST PIT PROPOSED SYSTEM 000 SEP11C TANK El DESIGN FLOW- 5 BEDROOMS X 110 GPD/BDM = 550 GPD REQUIRED DISTRIBUTION BOX 2 WHIRLPOOL BATHS SIZE 100 GALS. EACH W PROPOSED WATER SERVICE LINE (2) X [5 BEDROOMS/2 X (100 GAL.- 45 GAL)] = 275 GAL. ADDITIONAL FLOW e OBSERVED GROUNDWATER DESIGN FLOW TOTAL 550 GPD + 275 GPD = 825 GPD REQUIRED TABLE ELEVATION SYSTEM DESIGN: USE 38' X 40' LEACHING BED RESERVE AREA BOTTOM: 38' LONG X 40' WIDE X 0.56 G/SF = 851 GPD PROVIDED LOCUS MAP ZONING REQUIREMENTS (MINIMUM) FRONT YARD SETBACK 50 FEET a SIDE YARD SETBACK 20 FEET 1o.'� REAR YARD SETBACK 20 FEET GENERAL NOTES LOC ,� 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED °artinoit'' AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 6) UNLESS :OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PROPOSED 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH "NEOPRENE GASKETS S.A.S. ARE SHOWN. OR ASPHALT CEMENT. 2.) TH LOT IS LOCATED IN A SINGLE RESIDENCE B E(SR-B) ZONING DISTRICT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN 3.) THIS LOT IS LOCATED IN A FIRM ZONE "C". GRAVEL AND COARSE SAND. 4.) PERCENT LOT COVERAGE: 5.8% 5.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE 6.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. FINISH GRADE EL= 120.5 5' f f 5, imp 119.20 v v v v 119.00 v v v v 3/4'-1 1/2- WASHED v v v v v 7 v STONE - v v v _118.50 SEASONAL HIGH GROUNDWATER ELEV.= 114.5 ��, SEE NOTE #10 ELEV=112.8 � LIMIT OF EXCAVATION BOARD OF HEALTH STAMPS O" �� ,gT0GUT ,l e"I F11 plan y tj.g DI Kept 0, n ` ry DUA _ D . tT ,OBI BOARD OF HEALTH STAMPS P.E. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM �H OF D. ' OWNER: DAVID SEBASTIAO GIOIOSA'�\�. 319 SLADES CORNER ROAD �. No.�65 ; % MAP 27, LOT 22 SOUTH DARTMOUTH, MA ass ENGINEERING FIRM: P.L.S.2 welly Road .L.S. STAMP New Bedford, MA 02745 SITEE.0 Inc. (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 land Use Planning DATE: JULY 28, 2003 CONTACT PERSON: BRIAN LEVESQUE ACAD NO. FILE7r. DAR95-1002-SSDS.DWG 95-1002- 2 ' OCT -2 F-11 3: 17 ! FIRE STOPPING REQUIREMENT Tenstrations thru ratod walls and floors shall be r4 Sealed with a material carpab!e of rrevontinH the passago of flamos and hot gasses when Subjected to the requirements of the Test Standard sp-scific for Fire Stops ASTM-E-814. $ONO-TUSEE SIZE AND DEf Y-i H 1XISPECTIMylSREQUtREDBEPOR>y DARMAOM-* THE C©NCRUE IS POURED. I S ..! � I CT V : r WILDING DFPARTM c,'tT Tmrt of Dartmouth 03 YOUR Dp yNg VAJST B­- Kr C gT THE EUOp IN13 WORK- O SHE PISS rUSLDIN � plPrt m'lreh M -. NOfE LOHfWTOR TO VE Y LOG MI AM RVATM OF EST. WAU & SANITARY SERM PRIOR TO DIGAVATM REAR TO 6M RAN M APPRO(MATE LZATIAJ. PROVIDE aME INT0�"1 ( >9 �Ew r-a�w. wa.l. aw � wATPRT1C�iT: RECORD A COY W This End... 47�; rin must em -pt On slia FILE NUPY i IN-" VIF 6' 2,! IN, 6' 2!! 11`I✓ 1 rxJ.. 1114.4-4/ 1 ✓Inv...1..1 Y1- j r i L_" ,j - - - - - - - - - DECKING & J015T5 FOR 456E PORCH OPENING IN EXISTING GONG. PORTION MMATION WALL COORDINATE EXACT L0(,ATION IN FIELD. EXIST, MJLL�ASM' #5 DOIIIIII S AT 24' 04.-- VERT. TYP16A_ FOR 2 LO6ATION5 EXIST. MWATION WALL TYPICAL DPL 2 X 2XS...�, • RIDGED INS("TION 2!1 X 6" P.T. SILL WITH -- ..._,._ 52, 8 MXROUS 51LL SEALERI 61W DIAL ANCHOR as r DOLT' Q 0-d 01 44 I � S" THICK FOUNDATION WALL, 3000 PSI ° I CONCRETE (TYP) I � DAMP PROOFING Idb X IOW FOOTING a ' 3000 PSI 66WIRErE I WITH (2) #4 RE -$AR I ' a 4!, LONG. 6LA15 (o MIL VAPOR DARK 6" COMPACT GRAVEL I POND I ' ' gpPROXIMA7E LOCATION OF EXIST, LEACHING FIELD - , p 4 44.4 4" PERIMETER FOOL -LNG FIELD VERIFY �Lz DRAIN WITH GRAVEL COVER I _► l� FOUR. WALE W a ziLo (D- 6ALE 3/A'" = I'-d' J I crx�vll�+Te sYsTW rr [&,ArVN TYPICAL f FLOOR fF (3) 1 3/4` LVL 6IRDE TOP PLAT (TYPICAL) STEEL ri (0 3 1/2" PIA. CONCRETE -- FILLED LALLY CO iMN a Q SOALE 3/A" = I' -a' EXPANSION JOINT- s j z I ~� 'Q' a JA T tf-5 I V4GRADE I DETAM SGaLEE I" = 1'-01. DASE PLATE (iYPiGA_) STEE3. TYPICAL SLAP CONSTRUCTION BIST. FOUND. WALL & FOOTING TO REMAIN CONT. #4 RE-DARS P.T. STEP a r, 4" THICK GONG. 6LA15 ON G" C APACTED GRAVEL V T I6K CON,. FOUNDATION 0. 01 `� a ( I - �I PROPOSED ADDITIONS ' APPROXIMATE LOCATION OF SEPTIC DISTRIBUTION TANK I M I FIELD VERIFY STONE DRIVEWAY 0 I ppggEE G PRP D EK �CREENEB I & PORCH ' PERIMETER OF 25'f I EXIST. SINGLE FAMILY RESIDENCE ' I I I I. EXTENDED COVERED PORCH I APPROX. LOCATION I F ELD VERIFYELL EXISTING I I DRIVEWAY 75 I I 1 I I 160,000 60• 00 PRO EP Ri ' LINE _ SLADES CORNER ROAD F0110ATION NO —TM: I. faNPATION carRACTOR TO VERIFY ALL DIMENSIONS AND DEf•AILS PRIOR TO START OF CONSTRUCTION, ANY ANP ALL C ftloTS SHALL DE PRa& T TO THE ATTENTION OF TKE 2 FORM. 2. ALL 6ONSTRIY-,TION USM 15 TO DE DEVELOP A MINUM 6OMPRESSIVE STRE°NoTH IN 25 DAYS AS FOLLOWS: FOOTINC6 ANP WALLS 3000 P.5.1. CONCRETE SLAVS 2500 P.S.I. '5. PRIOR TO POURING SLADS, APPLY 6 MIL. POLY. VAPOR PAZRIER 4. 60M'A6T "DIG -SAFE" PRIOR To ANY MAVATION WORK, ANY CONFLICTS 5F't4L M DRaX--*fi TO THE ATl'EMON OF TRLE 2 FORM. 5. ALL F00rIN65 SHALL DEAR ON GRANULAR SOIL, FREE OF LOAM, SUDSOIL ALP CLAY. SOIL et LL DE MELMNI,ALLY COMPA,TED DEFORE FoorINGS ARE PORMU, ANP SMALL HAVE A MINIMLM DARING CAPA6ITY OF 15 TONS PER Sq. f r. 6. THE POTTOM OF ALL 1`00TING5 SHALL PE A MINIMI,M OF 4--6f DE ON FINISH GRADC 7. ALL REINf0R6ING PARS SHALL CONFORM WITH SPEGIFIGATIONS FOR DEFORMED DLLET STEEL PARS FOR REINFORaNEM ( ASTM OP ) AND SHALL. PE GRADE 00. � � �C Z Lid � H C� � O LL� V' DIL d 1- . V � _1 cC� a a 56ALE: AS NOTE PATE: 2/,5/0Z REVII PRAWIN6 UER PR016T WER: W 1207 KXaB L11IZSILLUUI� I'Lf1N SCALE: 1 /A" = 1'-6e' KRFJOR FROM DUST AW DAMAGE 4V P05T8 WRA9V N GYP. W TYPICAL. FOR 3 GA Wr7 .MNE fiNMA dPfl".lr'L • REINPORLE com POSE KNX D05M WERIOR SIDING TRIM & afAT1W DOWN TO 6 U S NSrA L N5V LAYER of W. P. TO MAT0 NEW WALL SWAGE .GENFRAL NOM I.) THESE GONSTRLICrION DRAWINGS HAVE DEEN PREPARED IN GOPlPLIANCE WITH THE 6TH EDITION OF THE MASSAGHU5ETT5 STATE j5UILDIN6 GORE - 75o GMK ALL CONSTRUCTION METHODS AND MATERIALS SK4 L MEET OR EXCEED THE RE UIRE14NTs OF THE Al5UVE REFERENCE $U9yIN6 GODS 2) ALL ELECTRICAL AND RAPPING SYSTEMS ARE TO DE DESIGNED IN IN ACCORDANCE WITH APPLICAME CODES AND METHODS Cr STANDARD PRACTICE. I,) ALL INTERIOR DIMENSIONS APZ TO FACE OF STLD, UUSS OTr1PRWI6E INDICATED ON RU RANCED PLAN. 4.) CONPORM TO DIMENSIONS INDICATED IN PREPTRENGED TO SCALED DIMENSIONS FROM ME PRINTS. 5) 15ATHROOM VANITIES, SINK5 AND HARDWARE TO DE SELECTW 15Y OWNER AND COORDINATED WITH PL.LM131N6 CONTRACTOR - TYPICAL FOR ALL DATHS. 6) ANY AID ALL FELP CHAN6ES REQUIRE NOT'IFICArION OF TRLE 2 FORM PRIOR To E)MrION OF SAID 6HAN6E 7) ANY AND ALL CONFLICTS SHALL pE W4K-*T TO THE ATTENTION of TRLE 2 FORM. FIRE STOPPING REQUIREMENT" Penetrations thru rated walls and floors shall be sealed with a material capable of preventing the passage of flarnes and hot gasses when subjected to the requiraments of the Test Standard specific for Fire Stof*,3 ASTIV.-E-814. ]PROWT 14= 1• EXISrING ROOF STRUCTURE To m REMOVED As REQUIRED FOR NEW ROOF FRAMING. EXIST. auN6 %nsT5 TO pE RETAOVED FOR INSTALLATION or NEW ADDITION. 2. ALL DEMOLITION WORK 15 To M PERFORMED 15Y CONTRACTOR. UPI ESS OTHERWISE YOUR DPAWL14S WST BE KEPT SPECIFIED 15Y OWNM AND 6I1AL INCLUDE, PUT- NOT M LIMITED TO THE rod-OWIN6 AT THE BUILDING DURING THE AS RE URED FOR PROPER FIT & ALIGNMENT WITH NEW WORK pnoOFIESS of THIS WORK. - INr. VEMOLITIQN OF INr- DRYWALL. INGLLDIN6 WALLS & CEILINGS. VJlIMWG DEPARTMENT - REMOVAL. OF INT. DOOR, WALL, aASE AND TRIM Ttqm d Dm"Outh - REMOVAL OF GARPETINCa & MISG. FLOORING IN AFEA5 5U-IEDU.FD TO RECENE NEW IN IN AGCGRDANGE W/ FINISH 66113U-F- ODERAL CONTRACTOR TO VERIFY EXIST16 ELECTRICAL POWER PANEL AND RELATED WIRING TO MEET NEW ELECTRICAL REQ. ANY ANP ALL U'-{GRADES ARE TO M INGLIAED IN 15P AND ARE TO SONO-TUBE SIZE END DEPTH MEET MASS STATE GORES. FIMJRES AND LOCATIONS ARE TO W- SELWTED 15Y OWNER AID lk"SPEECTION IS REQUIRED BEFOPE GOORDINATEP WITYt ElPLTRiCIAN ON SITE• THE CONCRETE IS POURED. 4. G 1. CONTRACTOR TO VERIFY EXISTING PLLM15ING & HEATING TO MEET CURRENT REQ. ANY CUILDING DEPARTMENT AND ALL LF-C-RAMS ARE TO M INGLLDED IN 15ID AND ARE TO MEET MASS STATE GODF. ALL Town of Dartmouth ALL RIPI IN6 MMJRE55 ARE TOLE SM-WTFD 15Y &MtF, ALL EXIST. FIXTURES TO re RE}'1. A6W WITH NEW WITH EXGEPiION TO I HF- TOILET. 5. 6EhE-RAL CONTRACTOR ANP ALL 5U15-TRADES ARE To FAMILIARIZE THE A6ELVE6 W/ mjeT"6 GOWITIONS PRIOR TO PREPARING 15PS. ANY CONFLICTS SHALL ME Wart Hr TO THE ATTENTION of TTZLE 2 FORM. B TOWN OF T MUTH ni-CQ A Copy 01 Th6s End* Plan I unt Be CPI On SILO Ot7lFk- V. '' : DAmT iM r-Im t ou 0� A Nt, ��)1-6 LA — UP ., dg l� x3' A x � /y I, LYif.Li�.JGJ.{I 31X� a- REFLECTED CEELING KAN_ SCALE: 1/4" = 1'-0' ZLLJ � o �Cl LL1 d � -- < C�/ LLJ C '.[ � � d c� Q Q A SCALE: A5 NM DATE: 2/08/02 REVISIONS: DRAWING Nl fvL6ER k2 WOTT ,GT NUv ER: W S '109111 onx 4AL) - A A NO. TYPE MWAGT. ham. PNIS11 Flom Gf'ENIN6 NOTES 15T. A CASEMENT ANPERSEN CW1� E190P (,LAD 2'-4 1/8" X V- 5 3/V' EGRESS UNIT DOJ6LE HM ANPERSEN TW2442 WOOF GLM 2'-6 1/6' X4 '- 5 1/4" G AWNING ANPERSEN A21 WOOF GLAD V-0 5/8" X V-0 5/6, P AWNING MDERSEN A31 WOOF GLAD V-0 I/V X 2'- 0 516' E SKYLIGHT ANDERSEN SKZ8 b WOOF GLAD U, X V F POL�LE HUNG RVER61 N TW3442 WOOF GLAD V-0 IX, X 4'4 1 /4' & AWNING RRRSEN A351 WOOF GLAD V-5 3/6" X V- 0 5/6, H AWNING ANPERSEN A335 WOOF GLAD V-0 I/V X V- 5 1/4" NOTES: G AL WIWOWS TO HAVE LOW-E, NSU. U GLASS & ff- W W/ M A -Mr EXTMOR 6RtlE yYga W/ INTERIOR FBI U 2, W06P IN1EIZIGR TO KJ.M MNISti TO MATCH 150STINS. 3. EXTERIOR 61A Ca.OR TO M WHITE TO MATO B05TIN6. 4. RffTR TO FINISH SUf LIE FOR KEW MWOW GASNC WO. 5. ANY Sl>pSTIiUIE MWff1TIYTR TO AhXI;�" SNAIL HAVE EGJL FNISf M AW OPfI0N5. GOIM Al W PtvIE OA46 TO MDH;L" WITS. ANY GOhFI.IGTS "L tiE 6RWUEIV TO TI-E ATTENTION OF TRIE 2 FORM. DWR SCHMUM DOOR NOTES SIZE TYPE MATERIAL OI V-e X G'-S" R.M. GLAD INSULATED STEEL. POOR 10 j 4'-a' X 6' 8" DIAL. WOOD POORS TO MATCH EXISTING Ii I 5'-a' X 6'-6" mL. WOOD tz 5-0" x 04" DI3L. WOOD 13 3'-a' X 6'�, POCKET WOOD 14 3'-a' X 6'-V F.H. WOOD INSULATED 5TE8_ POOR 15 "' X 6'-S" 15I--POLD WOOD 16 3'-,d' X 04, R.H. a-V IN-UATEP 60L DOOR - 20 MIN. RATED I7 2'40 X 6' S" POCKET WOOD DOORS TO MATCH EXISTING IS 5' 0" X 6'48 DAL WOOD FRENGH DOOR 15 EXISTING A S'-ayr-o" OVEWIEAD MASONITE CUSTOM APPLY MAD150ARD & TRIM OVER POOR SKIN V-av-e OVERHEV MA50NITE CUSTOM APPLY MAMOARD & TRIM OVER POOR SKIN W- ayr-d' OVER11W MASONITE CUSTOM APPLY MAPIhOARP & TRIM OVER POOR SKIN SLIDING WOOD CUSTOM 15ARN STYLE DOOR & OVM: HEAD SLIDE 6'-a'X7-0" SLIDING WOOD CUSTOM BARN STYLE POOR & 0�ERIIEAD SL.IPE 20 2'-6" x 6' 8" L H- WOOD POORS TO MATCH EXISTING 21 2'4" x 6'- S" POCKET WOOD -717 3'-O" X t� -8" �ti. woof SHORE UP EXIST. riZAMM FOR WSTAl"TION 0 W-W 4V POT TO Fa WATION Q FIRE STOPPING 'REQUIREMENT Penetrations thru rated waits and floors shall bF G sealed with a material capable of preventing the X passage of flames and hot gasses when subgectec: to the requirements of the Test Standard spscific / for Fire Stops ASTM-E-814. TOMI OF WRT .GUTS YOU.q Dn"Wa MUST as grilt CO AT THE BUILDING DURING THE � PROGRESS OF THIS WORK. A Ce y (H This Endsrtsd BUILDUVD DEPARTMENT Plan MaM B Kept Cn SIM. I�Tarn of D¢tr"oulh Du j G t DArr-11TAOUTH 1 R'J, SOAIO-TUBE SIZE AND DEPTH 11� ECTION I5 REOUIRED BEFORE DISTf _d�' THECONCRETE IS POURED. 7,-,, � IVII WILDING DEPARTMENT TOW71 of DonrtmotAh �.•ax+:.Yi'.fwui.u��t:+i:�Wi,.a,:.,:iir.i:ri:�t,�il�tl NOTES: 1. INTERIOR POOR FFAMES TO HAVE A SOLID PONCE RA15PET JAMf5 (GRADE TO MATCH EXIST), POORS ARE TO M PRE11M IN FRAME. POORS TO 13E BORED FOR LOCKSET. 2. ALL HARDWARE TO f3E SEIELTEP by OWNER ANP SLM EP AND INSTAI. -W 15Y BUILDER 3. REFER TO ROOM FINISH SafME FOR INTERIOR CASING. 4. CONFIRM ANY EXISTING OPENINGS SUIE UED TO RECEIVE NEW DOORS & HARDWARE. REPLA6E E 16TING JAMB A5 REQUIRED. I1 C*M F1LLgM W=U1LrIG ROOM NAME I LOOR f SASE WALL6 GEILINC� FIRST FLOOR MIA ROOM GERMIC TILE MATCH EXIST. PAINT PAINT PEN HARDWOOD PLAYROOM CARPET SECOND FLOOR MASTER $ HPR HARDWOOD MATCH EXIST. PAINT PAINT SITTING ROOM HARDWOOD MASTER BATH CERMIC TILE WALK-IN CLP.TET CARPET NOTE5: I. ALL f9NAL SECTIONS (If- MAta,PACT., COLORS, GRADE) ARE TO M MAPE DY OMOR, 2. INTERIOR DOOR & WINDOW 6A51NG TO MATCH EXISTING. 3. CONSTRUCTION OF ALL WILT -IN UNITS TO M GOORPINATED W/ TRUE 2 FORM ON 51TE PRIOR TO GONSTRUGTION. COUNTPRTOPS FOR CASEWORK TO M A MIN. Oi 3/4" HD. PARTICLE WARP WITH COUNTERTOP TO MATCH EXISTING KITCHEN. SHELVING TO M K/V ADJJSTA15L E i3RAGKET6 SPACED 0 W' OL. WITH 5/4" OAK SHE.-VING 0 12 VERT. 4. ALL CL05ET5 TO HAVE gi-MVING AND RODS. NEW WALLS SECOND FLOOR KAN W&L5 MINe REMOVEP 66ALE: I/a" = I'-d' ----------------------------- ECIST. WALLS < Lv 1 s, V,Pit A' 2g -07 D d � LLJ cc� Q W a 10i SCALE: AS NOO PATE: ' 2/08/02 REVISIONS: PRAWIIN6 NI,MTR k3 Woo NL RR: $53 0 �IGYET� --' EPW ROOFING MEN RAKE EXISTING ROOF 24 eA HOf PM AU ". STAWw Ir 5FN SPAUJI canm ICE a 5/e R.YW00 5I FAW A.Uvilt`Ud DRIP E VRG.FA IAU TO MATO 15W I/2'�/M, FLLY/�/Iw&V r eff. 1 11 5GALE: I IIV' TYFVA_ ROGP ARMTEMM (�► SAT 1rIAtcH ra�R ro p(15TW6. PROVIDE LATERAL N; Ar.IN6 GALVANIZED STANDING R115 AS REQUIRED METAL ROOF - Ca -OR & STYLE TO WE SELEGTED 15Y MER INSTALL IM & WATER SHIELD 08_OH( AGGESS STAIR OPENING — 0ORDINATE LOCATION Wn OWNER WOOD aPOLA To SELECTED 15Y OWNER 1 A.y A. o WOOF A A,(o A5 MIL. FLLLY APHEREP 00 EPDM ROOFING MENINRANE TYP. FOR HATOHED AREAS S�GRE'.EN ROOM L1Neta EXISTING 6a D bRD61NC 5T) AT MDSPAN - M. rEW ARGif(EGTL�AL ASPtV{LT Rff SHME-6 V YR.) ca bR TO MAIM hg51-N6. Or avam & r HM rr WL. TYP. FOR AL RI MRS OR - TYP. RR W/ Ilr FLY SPIN 06Nf1NUE M 4 SDEWALL 12' R WITH TERMINATI ..1 a\ O O (3) 1 !IY X 9 IY LVL RELES5w IN CO. (1) 1 3/4" X 9 1/4° LW W (4) W lxjLr IF P051' rip" SECOND FILOR FRAL9NO PUN ra 19, 93111 MINW E > AREAS .t TYPICAL e A.6 O FMT FLOOR FRkMNG -PLAN FIRE SMI'PING REQUIREME T YOUR D"VW MUST$ONO-TUB€ SIZE AND DEPTH AT THE BUILDING DURING THE BE MWT li4'SPECTION 15 REQUIRED BEFORE Penetrations thru rated waUs and floors shal'Tte RRIOGRES8 OFTH.S WOFIK THE CONCRETE IS POURED. sealed with a material capable of prevent-Ing the , WILDING DEPARTMENT passage of flames and hot gasses when sub;e wed BUILDING DEPARTiIPi=Ni' Tom of Dartr. w4h ta to the requirements of the Test Sndard Eps: �;c ' IN °�` 1°"�' for Fire She ASTM-E-814. TOI'M OF WATH OU TfAl BRAMNO N= 1 r RECORD I FILL COPY� A Ccpy W. Thb � Plan r lvm om El'cpt On Sific 1.) DESIGN L.OAPS: 611b Day a � �I n FIRST FLOOR FFAYINC-r 40 p s f LL + 10 p s f DL= 50 p s f TL 6EC,QW FLOOR FRAMING: V p s f LL + 10 p s f DL. 40 p s f TL DEU<5 AND PAIlONIES: (O p s f LL + 10 p s f DL= 70 p s f � ©�� � ^ ���� Rt LIMITED ATT1G STCRAGE20 : p s f LL + 10 p s f DL= 30 p s f Cl 11!1 �, j F1 ROOF FRAMING (ZONE 25 p s f LL + 10 p s f DL= 135 p s f TD I ST RI /"v�"T" 0 2.) ALL FRAMING TO M NO. 2 KD SPR(X,E, F$. OF 1510, 'E =1 A00,000 psi. �� ' ANY SUP56TITUTIONS e A1-L M Ems_ OR i3ETTER. 3) DOA-E MLOOR V5TS UM ALL PARALLEL PARTITIONS AND FAMED OPENINGS IF- STAIR WEl1. OPENINGS. 4.) USE 2) 2X8 MADER6 OVER LOAD MARINC� OPENINGS UP TO A � FOOT' SPAN. USE (2) = HEADERS OVER LOAD BEARING OPENINGS U' TO A S FOOT- SPAN. ALL OMER HEAT E GOC`DMONS SI1Al..L, M NOTED ON CONSTRUCTION DRAWINGS. 5) 2' AIR SPADE MTWEEN FRAMING AND FIREi✓'I._AGE/MIMNEY OPENINGS. (a) ANY TRUSSES SHORN ON DRAWINGS ARE TO M DESIGNED DY A MASS. STATE REGISTERED PfUM655I0NAL ENGINEER WITH THE DE5IGNATED DESIGN LOADS USf=D A5 A MINIMI,M FZgJRZM:N . w H C ti� IV' b LLJ Q ca Ell a Q � 56ALE: AS NOW DATE: 2/08/02 REVISIONS: DRAWING tMER k4 TRo,ELT NLM f-R: M3 i I i f i worn araA wmi 60 U.AD ROOF ro it m EGw by OWrER TO MAT (>� TRM w/ LEVER YOUR Di3A! im DUST BE KrPT AT THE BUILDING DURING THE NFYV RD6E MATai tf(61a%W- IN FM Kai PROGRESS OF THIS WORK OF EXKTIN6 RtX�E IN THIS6 �LTTON I3Uff_D1N0 DEPiEf3'iM'�NT A5 ML EPDM MILY 6". RM mwr TDIN d f?+arARTL3t Koo PAT NO TYPfGAL 60#4O.TUSE SIZE AND PPI-H, DARTMOUTH FlRt-, ,fIR : ° a 1 RETE _CTION IS IDS POURED ED R� DISTRICT ■ \I (�! - WC .:: .. .. x 6 mmm IV (m RaWTOL fI Rm SNmrEs (V YR) TYPI k FOR AL R019W 1PpL.ICArIOPK. _ — v-6k0/ 5�N6 FaR Wy WR ro MATCH a3U DEPARTMENT V-WM -3PW FOR 6Aj3LE TYI TO MATCH DQ5TtJ6 _ PORTIGN LrF�Ew RGbF ON Y I T 4 TL l - A Copy at This Eo FAI s;P; Planet Sitrw SECOND FLOOR Duri :. onst' NEW W ADDITION TO MATCH p(15TINCa 5/k" X 6 FRtZ DIP I 5/4" X 4 LAM P. TYP. FOR AL C� ' I I 2 I A.7 fill [if , If - I� PIR51 FLOOR I I Nav ADDITION TO wet DQ5TIN6 emo GA5(N6 VITAL To MATai MA6I9JrfE TLTTON L 00M PiXR wL. Ol Nur:s R&R om ® k I/2" T.W. J Dg5Ti6 WWN & POOR W/ R.G. tSEAD BOARD ` IDT ft TYPIGA, FOR AL SD�16 GarnfilOrK. PErm5 Tl'PIGA.L. & Ole RG. TRIM SfoGC TO TK F�iW TPaTM Nr To MATCH tti1 E 5/�" RG } V-(�ZOOVE 6PND FOR 1L�U.1.G111111 SERE ELE V A 1L EON TO WATER 6ARAGF FAGA SGAL.E 114'' GOM Fm my TYPILA.. Z— FRaIER H.AOft A5 6T(M E:3 ICY MW*TUU PEW GOR a GOrnmars T.rnI EXKW. GLLLLP D MAIN ROOF FOR V GOVW ARGHrfPL OL A6P[KT ROOF OWES (V YR.) WRY Willi FORT M+I WS TYPIGA.. FOR Al ROMA�iJGAra�S �SEGONP FLOOR _ Caim, To MATCH DWM — -NEW- ADDrrM TO MATai 1246TIN6 -- 3 i/2 VITI-� a 5/r x 6 mmm W.-- '4� � I TYPI(Al_ 5//k" X �4 LORTEi� I�OIRSDFOR AU. GOM(TIONS If a if I GA51N6 MT& To MATCH WL. aMPS W MW 0 41/2' TYV. FIRST FLOOR WWN & DOOR WrA15 Fled. 11inn TYPM FOR A L SM OOI•DfT1M IdEW ADDITION TO MATCH Ex15TIN61111111111 NEW TRN Sr" TO It "i" TIVTw To MATOH U51W. WATER TAI DEEAL TO MATCH 015ftJ6 (IYP) mv ilialim-1 wi��g FIRF 810PP1NG REQUIREMENT Penetrations thru rated sealed with a wad's and loom, shad be a of fla passe material capable and of 9 mOs and hot . preventing the to the requirc,)Ments of the I of when suajOcted for I`ire S Test Standard s ASTP,�-E-814. f-scific C4 Mf RIVX VENT (f Yr) 2XIo RP6E DWI M w caLAR Tt5 @ V A W/ I/2' DEAD POARD U b. ASPfiN_T ROOF f5 F&TM FuLr M 5)V t.D FLYwav OUR 2>5 RKIERS ® JI Of.,. (/`Z° PEA #BOARD Ub. Ma To MATCH DVI cab7FUGT KNM WXL Ti I-FJ f TO MATCH DQSTWE FK5% LIM 6P to PAY (2)wWAMW/IxF V-6tM FM UAL EN W/ A R0,15 GUr a' f3' D�. sr�Icrl,Rx.. F�6L/� GA1JrflV --_. g-0" Hit: CAp � lofl�s`(Y.f�j TRY MCKM M P.T. D1=Gf( FRHvtN6 9 i' 06 ab TRM �G4 F.T. Posr $a r D DET)UL- ENMY SECUOIN IS" X IS" OP NO " Nro (IA1x Ern W/ 3" aae & i ulrTtJ" PATTERN V � W W cs. W � I�ICf1�IlYlJ rgaYl�.q-It mo,UT ram: m WOOD laJ'" WI II GOrm GLAD KV TO X 6RWV py OV NEW RM TO MATO HEW OF D05ft RIDGE N TtflS 5PLTIGN MY �T& w 14117 r -----�'3 V2 A6 ML EPDM MJLLY 2 �- L� W. RIDGE VFNf rypVA 9 I/2 AM-Y IGE & WATER OiW FOR Al REgJFV APPUGATIONS tFol-I 1:GU& A5R*T RODE 159111 iE5 (V YR) WL. OfR5 RW WRA k I)T T.W. TYFVAL FOR All RoaW ffi UGATIIJNy. TY YA FOR ALL 5DW6 IOhDIiIDNS. 1z GabR TO MAUM D05TM FINM TKATMN17 TO MATUi D05ft .----. WWr AW �nTHM PEW maGOWft10N5 - 7F// & 5/4 RG. TRM TO MATUi E)05T1N6. TYPiGA1_ 5/4" x 6 t D. ty `�! TO E'o DG1� M t1Nlr REW& D. 5/.ix4G am W. M FOR ALL CAVM WATER TAKE DErM- TO wai as (f1fP) w W/ 5r° VR" & 5/-} RL. TRM -RaR ELEVAMON 66A-E 1/4" = I'-p TWVA •JJ W.; Fff-56 a Ile 06. V4 Cam &V5 0MI. E•r ftLY • • ;r, r- :i► N FM TO MATO DI • IV TRN It 5 A.7 ,,,� •� r•' ml'� GONT RKE VEKr 2W RDGE M&I WI�XI6 5rm SEAM (W Sxz o, wl ox iq errwi ") W 2 (4 MJN6 PLATE " W'o U10 RVE125 ISEYaD 3 MAEM \ \ 19 V1 SECOND FLOOR I-W ADDITION TO MATCH EXI5TIN6 (2} 19/," x 9 I/2" LW tf_ m clams TO MATO D05iW6 GOWITIDNS AKf1R5T FLOOR �`TF Nr- N ADp1TION TO MATCH r- 5TIN6 5E.6,ONP FLOOR NE:W AWrrION TO MATCH EXISTING OIL FIRST f100R i Ew ADDITION TO MATCH EXSTING R Ft A%M IALHZ L ROOF w/ �A��FTp�� �ay,�"" 0p6. I rEAM W/ IjW PLYWOOD 1YAaR IA6 FOR WIFE. LWTYI OF WALL 1 A.7 FIRE STOPPING PtEQUiIiEM,&4 r ° Penetrations thru rated walls and floors shall bc° sealed with a material capable of preventing th£ passags of flames and hot gasses when subjected SECTION—C to the requirements of the Test Standard tpec1fic for Fire Stops ASTM-E-814. SCALE I/X" = 1'-d' SONG-TUM SIZE AND DEr TH T 0 � OW IkVECT1oN IS REQUIRED BEFORE �i' 11►9 � •""T M CONCRETE IS POURED, � 4 ARE WILDING arks DURING THE , + LONT : R6a6E A! L I A C''Py DI Thy Ec�d,tV1i VUit otl�o DEPARTMENT I �/�I" x p VA! LVL RD6E 1�M �•a VVILDWG DEPARni T&.jn of DdrtrP.ot►th � i4 � t E` Tarot cf r3�rtrrtroc (2}-2X6 GA IJ�fZ TM 0 Ir Of/. on PU7 DARTMOUT I2 �+ P iS� V� = A.7 13/k" x 11 I/r LVL RIDS MN D , / r� 9 I/2 ,' i (TY24 au AR TM �' o� Waxes! U DSET 12 GASFD N PPE TO MATGN Msr'6 W TRIM / h STYROFOAM VENT UiA m W/ r ItIGIi mr-1 Y ImTr wl1,ATION TYPIGA.. FOR ALL AMR& WIM W oil SE(,a V f -OOP, NEW ADDITION TO MATCH EXISTING 3/C TW FLYWaA 6ZUOR(TYPj 4 V P n.OGR TU65 @ ID OL. 9" PATT r�aiXI" -,r A.7 5/r M RATED 6`YF WARD 3 5TA>L V-15ME Pw WM TYVD( Hm WRAP I/2" GD FLYWAY SrEITIM W 5TIM a W OG. DUJ�F.AD EPIT}ZAPIG� FIRST f100R I)2" fn "W W DOW TO Nemm 1 NEW ADDITION TO MATCH DCISTING 5 A.7 ° SECTION B SECTION A SCALE I/4" = I'-0" Z Q 04 W � S Ly Y+ +®may ,`Z 'I 6` 2gAja� ri � CC)- L �— o c4/ � o a/- 11_l d �C13 a a � SALE: A5 N(J(EQ DATE: 2/8/0l REVISI0N5: DRAWING NL MR 0 0 PRO UT N,Mi3ER: 0 rwIfsP&TWTOPaw (2) 2"x10" RLT IF LEAN W/ 1/2" PLYWOOD SPACER rxe w/ 3/," MAx SPAR — 4V PT P06T tfls V TO — V- VERM W MU ra mwom (1,n-- V DIA SONA RIM {TYP) 0 1 [060 11 NWHI SO ONO SCALE: I _ ►'-d' -- 9-0" PCIAWOOP CAP W/ DRY' EDbE rxw TRM Pow A5pf1AL.T ROM a SthNE 2"xr P.T. OnWTED To P05T- iROnFINS FH.T 5/S" CP PLYWOOD allTHN6 2* RAFrRRS V L4r OG. {2) VxV P.T. ft LT IP WA 2Xi GE.lIy6 dws 0 V ' OL. W/ I/2' FLYWOOd SPACER 9/k" MD poff GEEING rxe W/ ve MAX SPAaw I" STOP FOR RE mm r- Swwgw PAM 9 4V P.T. P09 tE IV TO `— �Q2 RG. FASUA M- VWM !N MD rx," wwom 'll,�illi crm— f DIA sTRI,GTI,RA.. M G Id' PK 5" TIDE V-0" tf16Ff f. 6'Ar 4, IS t"lT►*�:, To M rrwmv 15Y a f M WWOOD GAP W/ PW EPEE r uR R,w ram" 2"x2" `qm PICKET 4 5" OG — rw - 2" a.m SPADE --To Waft TYPICAL. r Qua m mm ram' 2"x2" wM mou 0 5" ob. rw — 2" GLfAR SPADE TFZ DP.QCIN6 TYPICAL. 200 PT. H.ODR VaS 0 I d" OL A5 ML IYPM FU Y ADIW ROM M13tRM " ROM Far 2 5)V W FLYWOP OfAmwO 2* RAFTERS 4 h' OG. - TYP. " SrRAF m 0 I d" OG. 19 6YP DOW TYP AL.L KM PRIP EDGE - TYt? STYROFOAM VW CI r&w.i_ do Op III)H V RG FASGU4 DOARD MfXY fMTT INS L TYP. FOR AL TO MATO EWC1 (rf) CATHEPM RAFTERS -- W CaMTOR - TYP {3) 24 WjW W/ I/2" PLY SPACERS AC FLYWOOD SOFFff W/ 6HIM SPACE RG. WZ $OARD w/ SPAGfR R�HR ro wlr�oW �EAa.� TO MATUi EXiST'b GaMITTON (rYP) & HDATI" FGR WINDOW WA FRNM INTEN5M 045S - rm. A (D CGRMCE- FLAT ROOF 5( ALE: I I/V FIRE SMPPING REQUIREMENT 3-Tffi A5R*T ROOF SI11NULS Penetrations thr'u rated walls and floors shall br 15 L.I3 Roam fir seated with a material capable of preventing th . 5/S" GD PLYWOOD iRiDT"No passage of flames and hot gasses when sub;actes1- 2w RAFTERS @ L" OG. - REFER to the requiremonts of the Test Standard specific rO FRAMNS FLANS & 6126T1aN5 for Rre Stot*e ASTMI-E-814. 03 SrRATM 0 IA" 04. I/2" & P. Doff TYP. Tole aF fAnY n11TJq AR I iviOUTH FlRt� RECORD ME , ar ���K0- A Crpy of Th1u End-c d A11,MIt N DRIP EP6E - r f. —• Plran fflIst 96, KOV on site Nylrtn .V" TI6� T9 . OMAD(iYPj Yom DPAWWa MST Ew "T I/2" A& fi- WOIOD 50I�(r W/ AT THE BUILDING DURING THE 2" C" WFM VENT PROGRESS OF THlS WORK.- I � � SUILDIN(3 DEPARTMENT TO FREZE I�oARD W/ SPACER - Tmm of Dartmouth TO MATCH EX15T'6 Gal�DffIGN (M.) $ONO -TUBE SIZE AND DEPTH IR'A'ECTION IS REOMSED BEFORE THE CONCRETE IS POURED. BUILDING DEPARTMENT DETAM— AM— DECK & RAZENG Taum of Dartmouth (CORINKE SCALE: I " = I' -a' WATER TAME DEfA TO MATCH EXI6T'6 150." T5 a iAl SCALE: I I/2.. = I' -a' sGALE: 1 1/2" = 1'-a' CATfMDRAL f STYROFOAM VENT G V4& & T HIffl DE r-M PATr old.. TYPP FOR AL GATt EPM RAFr8R5 Hz5 Ga mTOR - TYR CA5110 w/ Mqd. W TO MATCH E05ft CMITION 0) 2* WAPER W/ I/Z" FLY 6'ACE#Z5 RJR TO WIMOW �Il.E & NATIONS FOR Wih N INFO. FFAM 15TDM ADS - TYR I/2' GYP51d4I WAIL POW d PATr NWTION W/ FAGMG P*M M I* WOOD 511p5 ® it OG. ( W FOR WMIOR) i/2' CP PLYWOOD OR 05D SIfAMW TYVDt WW TA9V 9 WG. 01NUfS W EXTRA W/ k 19 Erom TYI (2) 24 (2) 2* Wmt MP IN51d.ATM 11LE R 2xd PT %L Q Lu .� w LLJ V W � Lu LLJ d LJ W O a 564.E: A6 NOTED DATE: 21NM REVISOflNS: DRAWING MJff R PR.Of6T RKER: W