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BP-24726OD-E lei■ r7:- ■ ffDffXgLj9QAj0 STATEWIDE i tJJ=ri 1',►►= SHOW . 1 COND.).) 40.00 • $ •rs` F''. �WORST' SNOW LOAD MINIMUM COND 25.00 PSF AVIS ZONE 1) MM Utz' r„ 1 1E 1 LOAD d 0f, DEAD L.OAD 1 PSF OR ACTUAL WEIGHTs,# awl•wFr �xxxgy�i9.`�rP•" J q DEAD LOAD 1 PSF OR ACTUAL WEIGHT�__"+,+•savg{ `"""NCsy Mars v'm'.'nW 4 CORRIDORSr 1 OVER '' 3 I ap�a, t yir�% BAIL•ONI PER 61 PSF ESIZE WIND LOADWINDWARD `I ., •.hJ-�Y.T` _ i' !i rec.. r'i mum ROOF 20 (1.25) PC OVERHANGS 1 PSF ►11•' EN 1-IMAN . �i •.; �..: �..��t /• 11• •7 h :• . I SPECIAL PROVISIONS- 2 SOW FAMILY UNITS WAY MAY 13C "IED/ABLITTED TOGETHER TO FORM A t `^; N Ii q�- - `'R. %hYy•t`ii a a DUPLEX 1 1 at : 1a IRS T Tr • (SEE F� RESISTANT DETAILS IN DRAWINGS. #s•`€ ` LESS THAN 200 Plan cert;tied to camp= s':UNMI PA €t! ZD FIE ALAR9PHOTO ELECTRIC WOKE DETECTORS WfH � 1�lati °�s . s A Cog � This Endorsed all applicable es and . t �r } Efflmrlmnm NOT REQUIRED � � R ��`��~'�... Plan MuBe Kept }On Site NO - �'wa. - •r', l{i Of JIV Duing Construction 1)4 ffizFelmLym s GREATER THAN 5'-0' FROM LOT LINE 7 s', , f Date }G DXTERIOR WALL PROTECTION BY ' �� 1 yCj IV. Da e / _ !_ 17 BALM U011" DO A FROM IZ-o• MIIMUN To 27-Or MAXIMUM (DUE TO vARtABLE ROOF PIraH) j' 1 ,;, S' IF: ` EV V FROM 3D MINIMUM TO MA)MIM SQUARE FEET F472 LEVEL � 1� ate- t c 8 6 n I # OF LEVY t �jjgrlature i� � AN�g A�IrrTFJCN � � f- � � .�/ QF FROM 5 MM MINIM f TO s wuaNM urlBIC FEET 1 $Y&t's : - t� �€stl �.0 3 r !i t!ILDIVIG DURING l iriv PATH TABLE 50.3 OF MASS STATE BUILDING a � � '1 rim_ �„ p� ? FROGRE , ek. . , ., 1 V�01'tAAflT sr. ONE u+e Two FAMILY DMo1MGS �@q$T� � OfX�PANGYLOd� AREA OVTDm BY 200 2 PERSON TO 9 PERSON MAXIMUM PER STORY l �1Y81:.6i1�.d�t3 % - S� 1J11dJ 1 ). - PA. VW _�.p . � :.�_�-----�"' PP'%jLL!- of 1D d SEE MASS CHECKs CHUSETTS AN' `=ACTURED BU! prior,. , ig for y `TATE CND a cou 14a,640 impactPUI' MNG RE-ULATIOI,!S_H, OHATION TYKE of FEAT RESISTANCE. RADIATING OR CONVECTeoN E e :° s F construction • tl'I r (H.V.A.C. BY BUILDER/CUSTOMER) STAND D " 03 TYPE OF ELECTRIC OR FOSSIL ; Plans certified to cortmoly WWII. NA i WEL-M ELECTRIC OR FOSSIL SUPPLIED BY AVIS AND INSTALLED BY BUILDER/CUSTOMER DATE E 21 C� G{ k 1 TYPE OF ON SITE BY BUILDER IN ACCORDANCE NTH MASS CODE 3408 is Ngf s! # ( �f codes 4 rn is � � < � f � it• .._.:le cIJU�J and reg�s! t�o>T, ,at. MEN INSTALLED BY ANS WILL BE IN ACCORDANCE lMTN MASS CODES 3408 :'" N ; I ?" ._D ON I H1 1 I II ►- D RTY CERTIFIC 1 MANUFACTURERS INSTRUCTIONS AND LISTINGS WHEN INSTALLED BY BUIDER/ �(, �, I i, I _" I A T _ O l= 1� � TION Of�l 1 CUSTOMER MUST COMPLY 1MTH ALL LOCAL AND MASS CODES —.. M_ - ":zh t y w +x r r"(1 ! O 1 i r' ;. r Ci I D 1 r � r � ��. ", , ,� • �, '�'�, � J �'"� _ r �; ON SITE WORK IS THE RESPONSIBILITY OF THE BUILDER Date LRCODES. 1 ' �� ' � J AND IS TO _ IN ACCORDANCE TO ALL STATE AND LOCAL CODES - 1 TOTAL NI OFPAGM _'?r% - Slgnatur8 tie Approval" Limited to Factory Built on Orgy. NM�y o{, o� s:'�Mns THE THIRD PARTY LABEL. AND ONE STATE LABEL SHALL BE LOCATED IN THE KITCHEN SINK BASE CABINET. ONE STATE LABEL SHALL BE LOCATED IN GUEST CLOSET ON THE WALL AT EYE LEVEL, 2ND LEVEL MODLUS. Sys em rawfngs S�cover6ra.dwg IN EACH MIDDULE, A STATE LABEL WLL BE LOCATED IN A BEDROOM CLOSET AT EYE LEVEL THE DATA. 'PLATE IS LOCATED IN THE ELECTRICAL PANEL BOX DRAWING INDEX �Av I sAM E R I C A - AVO AMEIKA AMERICA'S HOME BUILDER NO. DESCRIPTION DATE REV. NO. DESCRIPTION DATE* REV. NO. DESCRIPTION DATE REV. NO. DESCRIPTION DATE REV. NO. DESCRIPTION DATE REV. SYSTEMS ANAL. NO. A)AS -AR SYSTM � 1 COVER SHEET 4/14/Y7 7M/97 5 ELEVATION OPTIONS 5/r7/w 1/23/97 9 TYPICAL STAIR DETAILS 5/27,443 1/21/V 15 TYPICAL SECTIONS & DETAILS--- 5/27/-3 IM/V7 20 TYPICAL FRAMING DETAILS 5/27/9a 1/23/97 M' 027 ETM 4-30-2DW RANCH 2A FLOOR PLA;b 5/22/93 1/3a/97 6 SCHEDULES 5/r M 1/13/97 10 FIRE RESTISTANT CONSTRUTION 5/V/93 1/23/m 16 TYPICAL ELECTRICAL 5/21/93 IM/m — RM COVER SHEET2C FLOOR PLA,"J 5/77/23 1/23/27 7A TYPICAL KITCHEN ELEVATIONS 5/rM 1/111 FIRE SEPARATION ASSOABUES 5Ar/ 13 N/A 17 TYPICAL ELECTRIC HEAT 5,rnio3 I/23/Y7 Q /� j}Q Ap( 3 FOUNDATION 5/77/53 1/17/17 7B TYPICAL KITCHEN ELEVATIONS 5/27/oa /21M 12 TRI-MODULE FOLDING ROOF SYSTEM 5/17/9,.3 1/1 18 TYPICAL HYDRONIC HEAT 5/27/a3 1/13/•7 AVE AIII SCALE REV. SHEET NO 4A TYPICAL ELEVATIONS vlv/u 1/21/a7 7C TYPICAL KITCHEN ELEVATIONS 5/27/93 1/23A7 13 ROOF SYSTEMS 5/rp3 1/23/J7 19A TYPICAL PLUMBING 5/2r/,3 IM197 HENRY Err. DRAYM BY DATE 48 TYPICAL ELEVATIONS 5/17/a3 1MIF7 8 TYPICAL BA111 ELEVATIONS 5/27/s3 1/u/9 14 HIP ROOF SYSTEM s/22/u 1/a3/a7 198 TYPICAL PLUMBING 15/nJa1 1p3 v7 AM PA. 9M BAH thelse N/A N/A j DETECTORSo CEILING GOOD NEIGHBOR HOMES/ CLEMENT ARRUDA NOTES: - 1.2x6 EXT WALLS ® 16" O.C./2x4 MARR WALLS 16" O.C. 2.8'-0" CLG !HT. 3.2x10 SPFf,2 FLOOR JOISTS ® 16" O.C. 4. ROOF SYSTEM TO BE 7/12 WEBB TRUSS 24" O.C. 5, 7-D SINGLE HUNG WINDOWS (#1=24210, #2=2842, #3=3048, jj4=2852, #11=2858C) BLDR. INFO: 6. TYVEK HOUSE WRAP CARPET/VINYL LINES LOCATION?? 7.ALL MASS (CODES APPLICABLE - - B.SITE LOCATION: FALLRIVER,MA, BRISTOL COUNTY 30 PSF c - ti SN- //10459/MA 4 -7 8'-3' ao DINING ROOM u' r GOOD NEIGHBOR HOMES/ CLEMENT ARRUDA SN- /10459/MA 48'-0" 48'-1" -. -0, 6,. 0" MAX _ —-------------------------------------------------------. I 2x SILL PLATE I r— ----- iT2 DIA 1F NCHOR BOLTS ----- kTERGRAL PILASTERS CR EWAL REWIRED • 10-0'-----------------------------------1 1 (ANCHOR STRAPS REQUIRED FOR RI) O.C. WHEN BACKFILL EXCEEDS 4'-0' IN HEIGHT I I I -. (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) I I I I I I I--------------------------------------------- I 1 GO OLL OLLY ' MOLDLDIMENSION 4�1j I ------------------------------------ (. I CORP. 5,-10" 5. 10. 7'-4" 7.-3" 7'-3" 7'-3" 7'-34" I r---I r----) r---I r---1 r---1 r--� I LORTIC", � L--J tJ Ii 20'-0" I I I 7'-1. 7-O 7'-0" 7'-0. 5'-g` 6, 8". 6'-8" I 1 M I i I io I 1 I I 1 I I I r----I r---.I r--1 Ss;) r---1 r--1 r---� 1 I I I I I I L--JI L--J L--J L--JI L--J L--J 11 I i I I I LI—.-------------------------------------- -------------------------------------- I I I I I I I n Nags I I 1) THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL FOUNDATION DESIGN I I I 1 MAY HAVE TO BE APPROVED BY A PROFESSIONAL ENGINEER OR A REGISTERED ARCHITECT. I I 0�04 2) ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE I L------------------------------------------------------------------------.-------- RESPONSIBILITY OF EXCET- HOMES' BUILDER. FOUNDATION WALL, FOOTER, LOLLY COLUMNS k PADS ARE ALL TO BE DETERMINED ON -SITE IN ACCORDANCE WITH LOCAL CODES k CONDITIONS 3) REINFORCED MASONRY UNIT REWIRED AT CENTER BEARING LOCATIONS. 4 LOLLY COLUMNS ARE TO BE SPACED ACCORDING TO SPAN SCHEDULE BASED ON TIRE OF HOUSE, LOCAL SNOW LOAD k WIDTH OF UNIT. ADDt COLUMNS MAY BE REOb U k ARE NOTED ON FLOOR PLAN. L- LOLLY COLUMN SPACING IS BASED ON 1/2'x6'x12' STEEL PLATE BETWEEN COLUMN k CENTER BEAM. 5)) FOUNDATION IS TO BE CONSTRUCTED IN ACCORDANCE J �� < — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------------.----------------- r/ALL APPLICABLE CODES 6) FOUNDATION SIZES REFLECT WOOD TO WOOD DIMENSIONS OF MODULAR UNITS, ALLOWING 48'-0" SHEATHING AND SIDING TO OVERHANG THE FOUNDATION. IF STYROFOAM IS USED FOUNDATION MAY BE INCREASED IN LENGTH AND WIDTH TO ACCOMODATE. a 7)) PERIMETER FLOOR JOISTS TO BE ATTACHED TO SILL PLATE w/16d NAILS AT 16' O.C. 8) INSTALLATION OF WASHER, DRYER AND/OR WATER HEATER IN BASEMENT PER STATE AND LOCAL CODES IS THE RESPONSIBILITY OF MODULAR MANUFACTURERS BUILDER. , 9) SMOKE DETECTORS IN BASEMENT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO PROVIDE AND INSTALL (COIL WIRE IN BSMT BY MODULAR MANUFACTURER, INC) 10) CRAWL SPACE FOUNDATION REWIRES A MINIMUM 18"x24- ACCESS OPENING. INSECT k RODENT PROOF 2532 .S0 F F - RANG}; SHEET /' CROSS VENTS WITHIN 3' OF CORNERS AND PROVIDE 1/150 OF FLOOR AREA WITH VENTILATION. 11) SEE MODULAR MANUFACTURERS' SUBMISSION SET PAGE FOR ADDITIONAL NOTES AND DETAILS AA p ^ ZF)/Z6B X 96� e `/ C� AM I I / \ i V C 1 IYI 1 1 /'V FOUNDATION PLANA AMERICANS HOME BUILDER DRAWN BY: CHECKED BY: DATE:: SCALE- HENRY ST. AMS, PA. 17721 PH. (570) 753-3700 REVISIONS: CONFO JLB 4 23/02 N. T. S. DISK NO: . WWW.AASAMERICA.COM P.S. 4/29/02 SWH 10459 n rIEB oo t6:44 SN- /10459/MA GOOD NEIGHBOR HOMES/ CLEMENT ARRUDA tOGE VENT RIDGE VENT ROOF SHMIGIES ROOF SHINGLES 01 oK FITU I mqw o D 73 du ® .rn FINISHED GRADE VARIES FINISHED GRADE VARIES PFS. UOKP FRONT ELEVATION I , Y 20 2 RIDGE VENT TK3/ 3DaI 23JDHIW -iOOA ROOF SHINQES ��•. FINISHED GRADE VARIES REAR ELEVATION FU 2532 SD. FT.. AVIS AMERICA 26/26'X 9f6' RANCH AMERICA'S HOME BUILDER DRY eY: GHEa E6 0Y: DA E HENRY ST. AVIS, PA. 17721 PH. (570) 753-3700 REMSI S: OF4/29%02 sWM 2 RO WWW.AMSAMERICA.COM SNn�Ie/oo Ie:u € J. 5 Atilt SHEET It SCALE: N.T.S. alsk No- 10459 GOOD NEIGHBOR HOMES/ CLEMENT ARRUDA SN- /10459/MA ,-RIDGE VENT t2 IDLE VENT 12 RIDGE VENT. RIDGE VENT 7 7 12 12 71 �.7 W - FINISHED GRADE VARIES FlNISHED GRADE VARIE LEFT ELEVATION RIGHT ELEVATION LFACTORY MAY02 `T{�qART#Oi B� a s ja 2532 S0. F. SHEET {F AT -is ,A M E R i C A 26/269 X 9.E''a' RANCH AMERICA'S HOME BUILDER oRAVM er: cNECKEo orr: DA E: SCALE: HENRY ST. AVIS, PA, 17721 PH. 570 753-3700 N.T.S. REVISIONS CONFO J-R 4/23 , DISK NO: WWW.AVISAMERICA.COM P.S.4/29/0 S tI to oo Ia:44 10459 6%CPOMPRESSION 2x6 10'T.) FASCIA FIXED EAVE O.H. FOR 24-26W. 7/12 FIXED OVERHANG12 7I7 _ EXTERIOR WALL ,. HEIGHT i-7 1/2' RIDGE VENT & SHINGLE CAPS FIELD INSTALLED 2x4 RAFTER EXTENSION FLIP APPROVED PREMANUFACTERED TRUSS FIBERGLASS SHINGLES" 16" OR 24' O.C. OVER 151 FELT PAPER FIXED OVE ON ?/16' O.S.B. 12 17 FLIP EAVE OVERHANG 27"-6'W. - ALL PITCHES ICE SHIELD (SEE DETAIL ABOVE R-30 OR R-38 20 SPF KNEE WALL FOR 24'-26 W. 5/12 KRAFT FACED FIXED OVERHANG). FIBERGLASS INSULATION Ifil jul non Inn In on finnnon ALUM. DRIP EDGE 2x6 SUB. W/ FASCIA COMPRESSION DRYWALL 2.8 SYPf2 CONT. (5/8'CLUED (CLUm &SCREWED NTED VINYL OR T1-11 SOFFIT W FLOOR STRIP (CONT.) OR FOAM SEALED) HOUSE WRAP (N.Y. & R.I.) 2x4 16" OR 24' O.C. MARRIAGE WALL .VINYL SIDING W/ DEL TOP PLATE Ir DRYWALL } DRYWALL (CLUED & R-19 INSULATION W/ 2x6 (CLUED & SCREWED OR o SEALED) FOAM SE FOAM SEALED) 7/16' O.S.B. SHEATHING 3/4- T & G O.S.B. SHEATHING 6� (GLUED & NAILED) SEE PLAN FOR MODULE WIDTH 6' S (2) 200 SYP/2 FLOOR GIRDE BEAMS EACH HALF GALV. JOIST HANGER OR LEDGER STRIP DBL 2x10 SPFf2 BAND JOIST r m 3 2x10 SPFf2 0 16' O.C.ROOR JO ST e 2xlO SPF12 0 16' O.C. FLOOR JOIST OPT. R-19 INSULATION z12' STEEL PLATE SILL PLATE � e ADJ. STEEL COLUMN (SEE FOUNDATION PLAN FOR LOCATIONS) OPTIONAL STAIRS 0 o SEE PLAN FOR MODULE WIDTH I 4" CONC. FLOOR FOOTER PER EXISTING m o SOIL CONDITIONS PER LOCAL EQUIREMENTS 9 m At r m i ....... LOLLY COLUMN/FOOTING GALV. JOIST HANGER s OR LEDGER STRIP DBL 2xIO SPF12 BAND JOIST a m 2x8 OR 2x10 SPF2 ®16" O.C. FLOOR JOTS 2x z10 SPF2 ®16" O.C. FLOOR JOIST OPT. R 19 INSULATION Q PER LOCAL o SILL PLATE EQUIREMENTS 9 o R.A.W� SPACE C.M,U PIER CRAWL �� w (SEE F ANON hOR LOCATIONS) m r LOLLY kk COLUMN NG�n\ ml s ` TER PER EXISTING L CONDITIONS l INTERIOR WALL Is �- HOGHT 8'-11 13/16- CATHEDRAL CEILING SECTION 'SLOPED TRUSS' -To the best of my knowledge, belief and professional jjdgement 1. this Factory Manufactured Home (FMH ) plan has been approved from a system set of FMH plans previously approved by DHCR, Application No.M0497- -96-013 & Manufacturer's jM0497, Exp. Dale which has not been modified in any manner. 2 the energy portion of this FMH plan has been prepared using Part 5 of the New York State Energy Conservation .Construction Code (Energy Code) and is in full compliance with the Energy Code'. Interior finish, interior floor finish, electrical conduit electrical wire insulation, pipe, duct and thermal insulation used in this building have been tested in accordance with the combustion toxicity test method prescribed in Section 1120.Z. and a report of such test has beep filed with the Department of State in accordance with Section.1120.3 of the code. PLANS CERTIFIED TO COMPLY MTH ALL APPUCABLE CODES AND REGULATIONS (SEE COVER SHEET IN Q.A. MANUAL FOR APPROVED STATES & APPLICABLE BUILDING CODES ON PAGE N 3.0.1 GD These plans are the exclusive property of Av sAme lc A division of Excel Homes Inc. Liverpool, Pa. Rrproducllon of all or my portion of thh plm 0&wt the exprm A l,kM i. h prchibked AA right, r--,, . UIIDF1t d Diviaimt of Excel Homes Inc. HENRY ST FOUNDATION NOTE AviS, PA. 17721 SEE INDIVIDUAL FOUNDATION PLAN FOR DIMENSIONS (570) 753 3700 ONLY. FOUNDATION WALLS, FOOTINGS, COLUMNS, AVIS MODULAR SYSTEMS PIERS & SLAB TO BE DESIGNED BY OTHERS TO MEET ALL MODELS ALL STATE AND/OR LOCAL CODES USING EXISTING SOIL ANALYSIS/CONDITIONS. REASI C�E BAN pOc+S SEC��N 11/95 l.iR S7 N 7/12 RANCH sHEETNo ,ac s/1s/m 5 OwG/ S-RANCH SECT-712 DATE 12-25-93 Job: (58109) / SEVEN-0 EXCEL 7/12 MONO THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED i TOP CHORD 2x4 SPF(S) #2 : T2 2x4 SPF(S) 2100f -1 .BE: (A) iX4 #3 HEM -FIR, 1X4 #3 SPF OR BETTER CONTINUOUS LATERAL BOT CHORD 2x4 SPF(S) #2 BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. WEBS 2x4 SPF(S) #3 W1: 2X3 SPF(S) #3 a BRACING MATERIAL TO DE SUPPLIED AND ATTACHED AT BOTH ENDS .Lt Wedge 2x3 SPF(S) #3: TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, 00 NOT WALK ON BRACING OR USE IT TO SUPPORT LOADS OF ANY KIND NOTE: CONTACT ALPINE ENGINEERED PRODUCTS FOR PROPER TRULOX (E.G. STORAGE, INSTALLATION, EQUIPMENT, ETC.). NAIL PLATE SIZE AND NAIL QUANTITY. ALTERNATE COMPONENT ASSEMBLIES (IE. KNEEWALL, NAILERS, ETC.), AND FIELD (6) PROVIDE FIELD CONNECTIONS FPR 556 LB. LOAD IN ALL CONNECTIONS, SHALL BE DESIGNED BY THE BUILDING DESIGNER DIRECTIONS AT EACH ENO OF WEB. RECOMMENDED CONNECTION: AND SUPPLIED BY OTHERS. PROPERLY DESIGNED TRULOX NAIL PLATE OR BETTER. LENGTH OF KNEEWALL MAY BE MODIFIED AT END TO ACCOMMODATE HOME WARNING!!! FAILURE TO PROVIDE PROPER FIELD CONNECTIONS MAY MANUFACTURER'S FIELD CONNECTION DETAIL. RESULT IN INADEQUATE STRUCTURAL PERFORMANCE. (C) NO GAP AT HINGED CONNECTION, PROVIDE A MINIMUM OF 1" WOOD TO WOOD CONTACT WHEN HINGED SECTION IS RAISED. SPECIAL LOADS ---(LUMBER DUR.FAC.=i.15 / PLATE DUR.FAC.=1.15) (D) OPTIONAL 1 1/2" X 1 1/2" DADO. TC - From 94 PLF at -0.71 to 94 PLF at 11.26 NOTE: DESIGN PROVISIONS FOR HORIZONTAL REACTIONS ("Rh") AT BC - From 20 PLF at 0.00 to 20 PLF at 12.88 SUPPORTS AND DESIGN OF FIELD CONNECTIONS SHALL BE TC - 166 LB Conc. Load at ll.ii PROVIDED BY THE BUILDING DESIGNER. TRUSS TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOADS) OO NOT USE WITH PLASTER CEILING. (L/dL:340.61 L/dT:241.66) (E) STRUCTURAL BEAM AND CONNECTION TO BOTTOM CHORD OF TRUSS t 166 # FOR REACTIONS SHOWN SHALL BE DESIGNED AND SUPPLIED '(l BY- OTHERS. 28 HP+H-18 ' 12 T2 90 (c) -� 12 7 (B) 28HPMH-18 (NO gap) W4X4 (C) (A) �—Rh=258# (A) cv W6X4 (82) W 1 co 4�1 - W 1 .5X3 W4X4 �(E) _r :° L mc-, 12'10"8 R=838# W=3"B OVER 2 SUPPORTS R=707# Rh=258# PLATE -WAVE TPI95 DESIGN CRIT=TPI QTY = ; TOTAL _ 1 �I = O ALPINE ENGINEERED PRODUCTS, INC. * IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY TRUSSES REQUIRE EXTREME CARE PROFESS L ARNING c�ATRUSS bEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY IN HANDLING, ERECTION BRACING. SEE HIB-91 BY TPI. SEE THIS OESIGD AN QALPINE FAILURE TO BUILD -THE TRUSS IN CONFORMANCE WITH TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING c D CONNECTORS ARE MAOE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, �TRUSS A653 GA37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CHORD SHALL BE LATERALLY BRACED WITH PE LY ATTACHED PLYWOOD SHEATHING. BOTTOM E CONNECTORS PER DRAWINGS 130. 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - M? CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FO R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COP 0 THISIN 0 0 0 0 0 0 ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' •--TPT - TRUSS PLATE.TVXF,N - 9 1. TONAL DESIGN .SPECIFICATLON F. O PUSS MFR. -------------------- APPROVED PFS. CORP., MAY- 3 20(' ? APPRUVAL L.),vi) i E-1) TO FACTORY BUILT PCIRTION Lo M v Lo m v NE(�r Yo � L Mcq 00 9� P O O Alm.' • 5. F� No.061633 tt, 1 WLR REV. 112-18-9' p 9�FFSS�� 2638-114065 - SEa = 64686 EV. 18.1b3 SCALE=0.375f0 40.0 PSF REF 2638--5i8109 DATE 05/ 10),/97 7.0 PSF DRWG 967.9e7 10.0 PSF 0.0 PSF -ENG WLR . LD . 57.0 PSF ALPINE ENGINEERED) ;'PRODUCTS 2820 N GREAT SOUTHWEST PKWY GRAND PRAIRIE. TlX 75050 R . FAC . 1 . 15 1. TUB NOTE: 2. WHIRLPOOL TUB 3. LAUNDRY TUB NEW YORK LOAD DATA: TABLE IV - 902 4. VANITY (1) FIXTURE LOAD UNITS LESS THAN 20 REQUIRE 3/4" DIA_ FRESH WATER SUPPLY LINES. 5. KITCHEN SINK (2) FIXTURE LOAD UNITS RE TER THAN 20 REQUIRE 1" DI Co x 6 GARBAGE DISPOSAL G a A. ESH WATER SUPPLY LINES. 7, DISHWASHER (OPT) 8. CONTINUOUS WASTE NO W 9. TOILET (1) ALL SCHEMATICS ARE FOR SINGLE-FAMILY RESIDENCES 10. SHOWER ONLY. MULTI -FAMILY RES. TO HAVE INDEPENDENT SUPPLY & 11. WASHER BOX O� DRAIN SYSTEMS W/ ISOLATION VALVES ON SUPPLY PIPING. 12 1'/r" DRAIN (2) PROWiE Q.EANOUT$ IN DRAINAGE PIPING WHED 13. 2' DRAIN ,7 8 , THERE ARE (2) OR MORE 90- ELBOWS IN THE BRANCH 14. 3' DRAIN �� Q I LINE (OR AS SHOWN) (N.Y.S. CODE - PART 9.03.106) 15. 14" VENT NOTE CPVC IRON WATER SI PFLY PPE AS ALT M 16. 2' VENT STAIa AS ALLOWED BY COOE 17. 3" VENT 24</ i ,� I i 18. 14' TO 2' BUSHING lO 19. 14 TO 3" BUSHING 43 20. 2' TO 3" BUSHING 75l ' I O 14 O 4'3 i t5 21. P-TRAP �.,� O<� I 22 VENT CAP s iV- Q ,4 s I .`v 24 23_ 2'x 2'x It% 14' DOUBLE TEE 24. 14- SANI-TEE 25. 2' SANI-TEE W/ 118QI Q �}�O 4z Q 49 I s� '� 26. 3" SANI-TEE LJ O ,z 14 13� a 27. Yx Yx 1r SANI-TEE 43 12 13 O 3T 6 /� ( W/ 18 _ 28. Yx 3'x 2 SANI-TEEo the best of rmy lmowledge, belief and professional � ,3 29 � . 2'x 2'x It' SANI-TEE judgement 1 1/2- O I 44 49 O . 3' DOUBLE ELL 1_ this Factory Wanufoctured Home (FMH) plan has O u I u ur �i zi a 31. It' 22r STREET -ELL been appra� ffrom a system set of FMH plans Ea i O previously apprai� d by DHCR, Application No.M0497- i3 I `� 1s 32 2' 22t,' STREET -ELL 98-029 & Mamufacturer's ¢t0497, Esp. Date 12/00, . 21 O O _ 15 i 24 �\\y/� ; 43 14 O 33. 3" 22'4=' STREET -ELL - rich has not theen modified in any manner. 1 1/2I �' I 0 34. 1r 45' STREET -ELL 2. the energy pAortion of this FMH plan has been i O i 35. 2 45' STREET -ELL Prepared using.FPart 5 of the New York I I ! n 0 36. 3' 45' STREET -ELL State Energy Ctcnservation Canstruction Code I I s I (Energy Code) o,nd is n full compliance with the M1 37. It' 45' ELL Energy Code'.. 49 53 - 13 i4 ,4 38. 2" 45' ELL r/SHWR I t 4 39. 3' 45'. ELL. Interior finrsh, iriiterior floor frtish, electrical conduit Ozs I I Q 40_ 1�, 90' STREET -ELL electrical vie Y,sulatian, pipe duct and therrnal I r Z4 41. 2' 90' STREET ELL-----at1On '' n this building have been tested in accordance with, the combustiorh toxicity TYPICAL RANCH PLUMBING DRAIN r /2 42 3' 90 STR ALL-------Qc� y test 43_ 1 method Presrntt,ed in Section 1120� and o report = DRAIN O i 90' ELL (LONG SWttY CiOFIP. of such test ha.s beeh toed with the Department of _-------_ = VENT I Q 44. 2 90 ELL LONGS State in accordion« with Section 1120.3 of the code O I ,4 45. 3' 90' ELL LONG SWEEP) � O 46_ 3- 90- ELL 1 A)( - 3 ZOO sz ,4 47. 3" DOUBLE O49. 26 48 1t" wYELFACTOW� RC3�t - L1Lv�11 EU TAN U) sD_ 3' WYE "'� pQ9 ,1UO 51. 2'x 2'x 14' WYE 52 Yx Yx 14' WYE �� {�{� SHUT -OAF VALVE 3 53_ x 3 x Z WYE 1/2" ca�Ess.... ' ) mhos ,n- l 1/2, TYPE 1 - 54. I r CLEANOUT HTTr a RT7W `\ �COPPER 55 2' CLEANOUT O J � �\O 3/,-m,rr trrca�s 56. 3' CLEANOUT -. 3/r E ELL 0 O 1tl �� \ BUILDER INFORMATION FIELD CONNECT HERE 0 ACCESS PANEL PLANS CERl1F1iED 1D COMPLY WITH ALL APPLICABLE +.L ca1nLocAnau atAtA SPACE IN FLOOR OR CEILING. BUILDER MAY BREAK T/z• a at rzfnrrn ttrT►,a ,n �� PIPE LOOSE IN 1ST FLOOR WALL TO MOVE PIPE CODES AND RE-CULATIONS (SEE COVER SHEET IN OA MANUAL FFOR APPROVED STATES & APPLICABLE 31C i 1EE UP OR DOWN TO ALIGN PLUMBING FITTINGS. tA&vh�cn OE S ON PACE p 3.0.1 DRAFT STOPPING INTEGRITY MUST BE MAINTAINED. fL I re the excusive property of AwsAmeric, �tI Sf� BUILDER TO FILL TRAP WITH A "d -Yp-c�� P1�iihP�NON-EVAPORATIVE SUBSTANCE t &1AmMwvoa is Pra,Date. AA rights .mot 3/4' !TEE HOT WATER HEATER OPTIONAL IN ALL UNITS OO j Q 1 J W_sAFRjc TYPE LAMAMMCA-s I'TOMB B=ER L J VENT INCREASER THRU ROOF Al of E-L Haines 1- FLOOR PNETRATIOIC. I / 3/4• a ELL ! I IT = 3- DIA. 12' ABOVE AND BELOW ROOF HENRY ST. 1j7- s aL , /ANTS, PA. 17721 11r ccuPrtm �4) J 1/r a TEE - DRAIN (570) 753-3700 Frri=VENT AVIS WODULAR SYSTEMS '7DElL ALL ELBOWS/TEES 1/2- OR 3/4" COPPER ALL MODELS - 1/2' D1A. COMPRESSION FTG. ALL PLUMBING FIXTURES TO HAVE INDIVIDUAL - COPPER WATER SUPPLY „�s PLUMBING SHEET 'TYPICAL RANCH PLUMBING SUPPLY SHUT -OFF VALVES 1-STORY SHEET r+r GOOD NEIGHBOR HOMES/ CLEMENT ARRUDA m®m�mmmm Mm' m®mmmmm0®m�m= mmm.®■i■mom mO!®=mmm®� ®mm®mom®®m NOTE AN ARC -FAULT BREAKER IS REWIRED (BUT NOT LIMITED TO) ALL BEDROOMS AN TWO OF THE THREE CIROU'I S THAT ARE STANDARD FOR THE SECOND FLOOR OF _ A CAPE WILL BE ON A 20 AMP ARC FAULT BREAKER. ,% A Y ( t7 AMERICA'S HENRY ST. AMS, PA. 17721 WWW.AMSAMEF SN- /10459/MA coRp. F WNDOW SCHEDULES - REWSED 4125102 STANDARD WINDOW SCHEDULE -(REVISED VOIA12) STANDASIDWINDOW SCHEDULE REViSEDMI KEY ✓ �/ VI S IEDULES 9 /VED NON. SIZE TYPE ROUGH OPENING MANUF, i^ "Z •SF" 'SQ'KEY NOIA. SIZE TYPE ROUGH OPENNG MANUF "L^ Y •SF- 'V• 'S0 FT" 122 1e56 DOUBLEHUNG 22la' %fi91/{' ANDERSEN 6.84 3.2 106 31 BOAG CW23 CASEMENT FOR OPTIONAL WINDOWS'. ST %60 YO' ANDERSEN ID.JG 1637Y0 23.9 .32 225.75 24210 DOUBLE HUNG 301/2'X37 IA PNOERSEN {.1. 272 7.9 ]t , 5925 1BSfi DM TILT 221?X691/a' ANDERSEN 6.23 1.12 t08 31 75.50 CTN2e CIRCLE TOP Jil?%19 Y! ANDERSEN 2.20 '2]50 - - 18 CW15 CASEMENT FOR 29'X60ST• ANDERSEN 9.20 6.10 122 .32 115.00 = a] 31 24210 D'H TILT 3012'X 37 V! ANDERSEN 4.AS 258 T9 31 55.75 2968 CASEMENT FOR 29'%5951£ INTEGRITY 6.S1 9.13 120 30 106.75 2272 DM TILT 2212'%72 IA' INTEGRITY B.90 423 11.3 32 86.25 CTN. CIRCLE TOP 3D I?X21.1 ANDERSEN 2.e0 = SD 31 '35.00 30M D'H TILT. - J01/2'X36 V! - INTEGRITY 4.50 2.69 T7 32 56.25 - CW15 CSM7 NOT FOR 26 Ya'%60 t? ]-D 6.2/ 6.A6 122 .36 fOJ37 - t856 DOUBLE HUNG 221?X 711/4' 7-0 1,17 1,12 11.1 37 13,371 CTN2I OVER 84 NI-Xe4 V! ANDERSEN 13.25 Bit, 2(1.2 .91 152.50 3046 TEMPERED 301/2X 4S IA' INTEGRITY am3.81 10.2 _72 81.00 Mx CXWIS CASEMENT EGA 381/f XWV2- 7-0 11.17 B. 153 .38 In62 185e SINGLE HUNG 2212'X71'A. 7-0 6.89 349 -, 37 S-25 CTN20 OVER4,1 341?X. A. ANDERSEN 14.O1 5226 ZL2 .31 I-n 24210 DOUBLE HUNG 301?X 37 VC 7-0 5.08 249 7S 37 8225 H - C25-2 C. PICTURE 97 Ve'XBO"' ANDERSEN 30.20 ZTW 40A .31 3T7.S0 1556 OM TILT 2212'X 69114" MW-VWOOD 6.47 3.77 10.3 35 WA75 CTN300VER 13 3e1?X7 ve' ANDERSEN 13.60 S.955 20.9 .31 1b.25 24210 SINGLE HUNG wIty X37 V! 7-0 5.02 Z47 7.9 37 61.75 110 C46 CASEMENT BOW 971?%6Y ANDERSEN 26.a0 t2.0 42.0 .W OGG- 923 2044 DOUBLE HUNG 261?X571/4- ANDERSEN sea 3.09 IGS St B500 CTC3 OVER CST 72=-X74 T/D' ANDERSEN 25,20 SAGO 37.6 31 200.00 24210 D'H TILT 30 Ve'X37 Vl. - MWVYAJOD 4.59 282 7.9 >0 5737 '(NOT EORESS16LE) W X59' INSIDE DW 20te DM TILT 261?%671N' ANDERSEN 6.31 ].70 10.5 .91 7d.e75 3052 ML HUNG FOR u 1/! X 6S V4• ANDERSEN 128 6.641 17.3 .]I 157.50 R 111 265d DBL HUNG FOR U1?X6911, ANDERSEN 11.BA 526 166 31 131.SO 30210 DOUBLE HUNG MIA' X37 V4' ANDERSEN 0.29 3333 2a30 DIM TILT 200 SERIES 281/2'%3e 1/4' ANDERSEN t.OB 251 7.2 21 5100 285fi DM TILT 2812'%561/4' INTEGRITY 6.48 3.d) 10.4 32 a,'" 9.9 .31 78.76 D2 - 2842 DOUBLE HUNG J4 12' %53 V4' .ANDERSEN B.eB {.83 126 3/ 106.50 205B Om TILT N1?X69ill ANDERSEN 11.11 505 16A .31 11125 - 2019 DOUBLE HUNG 26 12' X 59 1/4' ]-0 T GO 3.65 10.9 37 8].60 RY23K ROOFWWO. 2B I2'X46111 ANDERSEN 7,70 5000 92 M 96.25 UTZ D'H TILT 341?X721/4• INTEGRITY 12.1a 6.94 172 32 t52.25 - TRAPEZOID CATHEDRALTRUSS UNIVERl 7.31 7.4 .39 28d2 NFi TILT 241/2'%53 V! ANDERSEN 823 4.84 t2.8 31 /02 BTS 285BC DOUBLE HUNG >rl?X7/1/4' 7-0 12.79 5.19 ill :37 12e.25 20a6 SINGLE HUNG 261?X59//1' )-0 7.t6 3.69 t0.9 .3] 89.75 - TRAPEZOID VAULTED (12/12) VNIVER< 23.72 -- 27.5 .38 '298.50 3452 O/H TILT UIlr X52 V! INTEGRITY 8.34 4.50 12.5 .32 TOM 25 2046 OM TILT 2612•XSr MW-VWOOD 6.52 3.72 10.5 38 YISO 2558C SINGLE HDNG 311?X7t 1/A' 7.0 12.68 5.07 17.1 .37. 126.75 TRAPEZOID CEDAR HAVEN UN1VERt 15.0] _ 17.0 .]9 16e.3B 2812 DOUBLE HUNG 341/4'X53 V! 7.0 $07 4.51 12.8 .37 lIZ75 2B56C OT/TILT 341?X691/a' MW-V W000 1f.N 529 166 98 2 132.25 121 2052 DOUBLE HUNG 2612'X651/4' ANDERSEN 711 4.52 11.0 31 96.75 ]0]0 TRANSOM .il?x 6v INTERE 7-e5 = 93 .32 2842 SINGLE HVNG 94114'XW V! 7.0 9.01 4.47 12A ]7 11/.75 2052 DM TILT 2612'XSS 1/4• ANDERSEN 7.37 4.31 12.0 31 92.126 29BG DH TILT 200 SERIES 321?X721/4' ANDERSEN 11.22 6.49 1- .31 1.,25 5030 TRANSOM 60I?X361? INTERS 13.80 - I- .32 2842 DTI TILT 34V8'X53' MW-VWOOD 6.43 4.57 12.6 MHIS 31 2664 DM TILT 261?X5a IA' INTEGRITY 7.58 4.50. 11.9 32 94.75 7-0/30 DEGREE BAY 7012•X59 412 3030 GARDEN WIND. 36' %36 ]-D 7.20 BID :5] '90-00 VY 7.0 - 29.1 .37 D3 3068 OBL HUNG FOR 38 1/4' X57 V! ANDERSEN 1080 5.95 15.2 31 135.00 2052 DOUBLE HUNG 26 1? %65 1/4' )-0 7.89 4.08 12.0 .3J 9].8]5 164e-24 DIN 45 DEG BAY b' %59 V4' MALTA 2B.J0 1033 I19 453142.18 BAY 79 &V X 54 V! ANDERSEN . 21.66 566 =2 '31 14J.00 M.6 .33 145.50 30de O'H TILT W 1/4' X67 V! ANDERSEN 10.31 5.73 15.2 31 125.51 114 46�Z46-108AY 91 Y1 X58 Y! ANDERSEN 29.46 7.78 MT .31 194.50 2052 SINGLE HUNG 26 1? X 66 Ur 7-0 5.03 406 12.0 37 10150 16ae-24 NH PICTURE Ill 1? X 57 V4' MALTA 26.30 5922 bA - 145.50 3855 DM TILT 38 1/4' X 56111' INTEGRITY 10.42 &91 15.0 32 130.25 de V4' X SS VI' INSIDE dN 2052 OM TILT 26 12' X 65 I/4' IIW-V WOOD 760 CM 12.0 .38 95.00 2222 FGC / VOC' 19 1? X 19 vT SUN -TEN 2.35 23]9' 26 37 '29.75 ' 115 16-4246.1B PICTURE 951/1 X571/! ANDERSEN 26.58 6.40 VS, Z, 160.00 SZb FOC/VGC' 191?X. ,r SUN-TEK 5.. S.a68• •60,23 3048 DOUBLE HUNG 3e 1/4• X 58 v! ]-0 1/.89 S.e2 15.7 .37 1455 125 ZO58 DOUBLE HUNG 261?%691/4' ANDERSEN 6.51 3.89 127 31 97,25 5.8 .37 417 ]-0/9p-90ae-tB SAY 791?%61' T-O ($H) 17.06 l51 W-7 31 : 112T5 2a58 DM TILT 26l?%891/4' ANDERSEN ].89 ].T t2,] 31 2269 FGCI VOC' 191?%86 V7 SUN•TEK D 1 a-i- 9A 37 '108.10 3048 SINGLE HUNG JB1/4'X 591/! 7-0 1I.d2 5.77 15.7 .37 1..25 ]-0(OM) 17.80 4.68 92.50 26]Z OM TILT 28 /? X 72 1/4' N'4TEORITY 6.68 5.13 19.9 32 106.25 11 2111 DOUBLE HUNG >D 1? X11 V4' MALTA 4.85 2713 67 .0 61,11 3048 p1HTLT b32'%ST MW-Y W000 10.53S.T7 112- 38 131.82 116 ]-0/30�3046-208.4Y 6]1?%6Y 7-0 (S-H) 19.12 520 3)1 JT 117.00 _ 3(14J dH TILT 2005FRIE5 JB1?%571/! ANDERSEN 9.91 5.70 1lA - .31 1216e 7.0(D-H) 19.90 5.38 20SY DOUBLE HUNG 26 Mr X711/4' 7-0 6.37 4.37 13A .31 1.,an 12 3e22 DOUBLEHUNG 341?%B3va• MALTA 506 4:4�J I .0 I-,n 14 2852 DEL HUNG EGA 1? X851/! ANDERSEN tl 06 611 15.6 31 -/38.00 119 SESA45 6SXd5SAY ANDERSEN 30.64 387 .31 -GOT 20" SINGLE HUNG 261?X7/1/l' 7.O l.59 AN 1S, 37 107.375 13 3224 OBL HUNG EGA 3d1?XI V! MALTA 10.12 5.A68 1S3 -1 126.50 U SESuS BSX8.860' 7-0 9O.6a 95J .31 389.00 205e D/FI TILT 261?%691N' MW-V W000 e.14 I63 12.7 /0/.]5 1 4 - DBL HUNG FOR - 34 1? %65 V! MALTA 103t dell 15.1 -1 128.SS n52 OHI TILT 34/2^X65 t/4' ANDERSEN 10.16 15.1 = 131.00 s20 tS4B DOIA3lE HUNG 22/?%5)1/! ANDERSEN 5.17 120 69 .Jt Be.S75 126 2020 OCTAGON 221/4'%22IA- F545TLINE 2.06 -- 9.4 .36 32 '26.GO el 2305 CASEMENT 28I?XbY4' MALTA 5.42 5422 4.1 .33 56.50 UINI 3ae4 CYIi TILT 341?XM 1/! INTEGRITY : 1084 am 0.09 ISA .72 133.1U 16 2355 CASEMENT 20:11'X60 V! MALTA 1.11 65JI 11.1 111.21 2852 DOUBLE HUNG ' 34111, X65 V! 7-D 1154 5.79 155 .37 tu.25 1BA6 DH TILT 22/?X57 Vl ANDERSEN 4.96 102 e9 .31 62.25 127 OPERABLE OCTAGON 25'X2S RASTLINE 2.08 20 4.0 32 26A0 t 2D24'36 OK HUNG FOR N1/I Xa. V4' MALTA I1.1 4422 IBB _M 120.SO 2258 D'H TILT 221? %58 tu' INTEGRITY 5.16 3.19 68 -. .92 64.50 - FS101-75 21 12' X 28' VELD% 2.O1 - 6.9 .37 .3] 2852 -SINGLE HUNG 3d 1/4'X65 V{' T-0 it lB 5.]i 15.5 37. 14275 t816 DOUBLE HUNG 121?X591/4' t-D 858 29t 9A .n 7350 VS101-75 Z.54 1.62 6.3 .ti 118 14551 CASEMENT BOW 95 Y4' X6, uZ' MALTA 27- I-C&B 46.9 .SJ ]a5.50 25W DM TILT 341?X55 V! MW-V WOOD 10.72 S9l 1 ISA 3a 1. GO FS108.75 211?X467M' VELUX 512 - 10.5 .17 2630 SINGLE HUNG S0'X3! CAP 85J0 464 2033 7.5 50.75 1548 SINOLEHDNO T212'X591/! 7-0 5.76 2- 93 1 12.00 VSIDB-75 474 271 tIT a 2858 DH TILT 2005EPIES 32t?X68 III ANDERSEN 10.16 589 15.0 21 1Z7.00 24210 DOUBLE HUNG 30V4'X3T V! CAP 9SS5 4.54 1",7.8 54.75 ,lac OM TILT Z212'%ST MW-V WOOD 5.19 104 BA 36 64.75 FS112.75 2;-X71318' VELUX S52 - 16.0 15 7-0 PI CTVRE 9YX59V! - 7-D 28,70 TOO VA 37 1S250 VSl -75 212'X551? 5.75 412.4 .3] ai 3844 SINGLE HUNG. 361/4'XSi CAPB590 9.22 a225 111 IOD.ZS M 7-0BOW921?X591? 7-0 38.2 .37 121 - 16Q OOIBLE HUNG 22 1? %65 V! ANDERSEN 8.38 iT2 102 -.31 79.75 SAFETY CUSS FIXED 221/l X22 //! WEE 26B 20 3.1 32 U.-Ze42 - DOUBLE HUNG -.. 31 I-- CAP s555 D.10 a1eS 12] ,Oa50 17 CW135 CASEMENT EGA 29'%4132' ANDERSEN. 6.00 550 8.3 .>2 ]5.00 3au dH TILT 22 a*Xa V! ANDERSEN 6.ei 3.52 163 31 T263 38b OBL HUNG EGA 161M'X59' T-0 ta5] ].21 19.0 3] tS0.25 3350 SINGLE HUNG 3a V!%BO III CAP 6500 1169 SF.S 16.0 1U.73 2939 CSA(7 NOT EGA 29'%39 Y£ INTEGRITY 5.38 5.19 SO M 6725 2284 OM TILT 111l X"I- INTEGRITY 5G1 17/ 101 .32 71 SO 3e4S .SINGLE HUNG 46114'%ST t-0 t4.46 7.16 1". .37 -.SO 304e DOABLE HUNG . Vl X571/A' CAP- to.49 5772 15.2 t31.12 2943T TEMPERED EGA 29'X435'C INTEGRITY 6.01 B.46 6.8 M TS-f2 DOUBLE HUNG 221?XBS A' 7-0 6.24 029 101 .37 7B.G0 7-0/C45 CASEMENT ROW 9112'X62'. t-0 29.57 9.IA a2.0 36 2Z350 3054 SINGLEHUNG Sfiu x64' CAP D500 11.76 SBIZ 1B.1 I45.W 1852 SINGLE HUNG 221?%651/4" 7-0 8.0 127 I03 .37 80.50 CW135 CASEMENT 283'4'X 41 VV 7-0 525 42tt 8.3 .70 95.67 1S52 OM TILT 221`71f 651/! MW-V WOOD ILN ,SS 102 .36 75.60 2662 DOUBLE HUNG 341/4'XM V4' CAP9555 10.B9 5.I156 ISS IM,62 306A SINGLE HUNG 36111 XTZ CAPSSUO 1S.45 5.183 1,,, 12,25. SV9 - Rl- 4/25/02 2656 DOUBLE HUNG 34 V! x w V! CAP 9555 IT." Sd22 16 5 1.25 WINDOW / DOOR SCHEDULE (Oi2U82) N60M. L 3068 INT. POCKET 73' X 84 12' FEY s.;_E TYPE ROUGHGPEMWG MANUF 1' 'Y' •SF' 'V' •50 FT' 731/Y MARRIAGE (3TOPPOSRE HALF) A 3Ot68 THERMATRU CS210 INSUUTEC CORE 38 1? X 82 I? 81 WV OUTSWING HT THERMATRU - 19.26 21.8 fl - AA 2e6a INT. POCKET 65• %84 1? IV 651/T MAflfliAGE (39'OPPOSITE HALF) B ZBBIB THERMATRU CS206 INSULATED CORE 34 1? X 82.1? Bt 3/4'OUTSWWG HT. THERMATRU 5.10 I7-33 19.5 13 015 M 2666 INT POCKET el' VT 61 1/2' MARRIAGE (31' OPPOSITE HALF) C 2@t58 510 FIRE RATED 34 1/4' X 821TS 19.6 .14 (SPLIT JAMB). N 2G66 INT. POCKET 49' X 84 1/2' ♦91/2'MARRIAGE (25' OPPOSITE HALF) C 28168 (STEERE'RATED 331/l'X81 34' 19.6 . (STEEL JAMB) .14 O 5468 THERMA-TRU CS210 DBL ENTRY INSUL 671/A'X 52 I? THERMA-TRU X 81 4 (OUTSWING) - J9.30 38.5 .14 C 3C618 510 FIRE RATED 381/l X 821TS 21.9 P. 28- FRENCHWOOD SGO 72'XSO- ANGER. 23.7e 14.72 ITT...33 297.25 (SPLIT JAMB) :it FWG BOSS OS S_ EVERE7S.G.D. 59'IV X00' EVEREST 26.09 13.24 33A 39 C 30M 510 FIRE HATED :37 1/4- X 81 3N' 21.9 A4 - 06 am EVEREST S.G.O. 71 112' X 60• EVEREST 31.30 /5A9 40.0 (STEEL JAMB) .n 391.25 O n" INT. PASSAGE 4 31/A' X 82 t? 08 606B EVEREST S.G.D. 951/2'Xew EVEREST a1.7] 21.19 ".1.n 341/2•MARRIAGE 09 966D EVEREST S.G.D. 106In, X60' EVEREST 46.95 23.84 69.2 39 00 S:ISS INT. DAL DOOR 6T X 82 1? S 4.3 INT. SLIDING 49 1/l' X 82 t/Y (83' ON VINYL) 67 %' MARRIAGE SO* WIDTH -MARRIAGE E ZSBBB - INT. PASSAGE 32 IA' X 821? MIRRORED 49 1/4' X 83" 50' WIOTH-MARRIAGE 321/2'M .MARRGE T SG6S SWING PATIO 7Y%BIT ANGER. 21.92 16.11 40.0 .33 27000 EE 5 a INT. DSL.DOOR 63' X 82 V4' 631/2'MARRIAGE - TT 6068 F W H 6068 DOUBLE SWING PATIO 72'XBW ANGER, 21.92 33.SS 40 .33 F 2CG8 INT- PASSAGE 6 11/d' X 82 1? U 6GBe WOOOVIEW SGO 71 VT'X 801/Z' MALTA 30.78 ISG7 AO.O .39 384.75 261/2'MARRIAGE V 6063 SWING PATIO 71t/Z'X89112' MALTA 25,34 16.38 a0,0 .39 316.76 FF 4058 INT. DBL DOOR 51' X B2 1? W 5965 INT. SLIDING 61 1/4- X 83 1/2' (83- ON VINYL) 51 1/2' MARAIAGE 62' WtOTH-MAARIAGE G W-468 INT. PASSAGE : 20 1/4' X 821? X 6068 INT. SLIDING 73 1/4' X 83 IIT (83- ON VINYL) 20 MARRIAGE 74'WIDTH-MARRIAGE GG 30)B6 INT- DOL DOOR.. 39' %82'h' Y 30B8 INT- PASSAGE 35 1/a' X 92 112' - 39 %' MARRIAGE 38 1/2' W IDTH-MARRIAGE H 2M8 - INT. BI-FOLD 32 1/4' X 8212' YY 6060 INT DEL DOOR 75' %821tV 32 1/2' X 82 12' 75 I/T MARRIAGE - HH 5C6S INT. BI-FOLDS 62' X 82 1YT Z 6068 M.W. S.G-0. 71 SIC, SW MW 23.78 1170 39.9 3B 297.25 62 I/4' MARRIAGE ZZ 6068 MW, SWING PATIO 713/4-180' MW 11.91 11,11 SYS .11 274.00 I 2Ci68 INT. 81-FOLD 261/4•X821? 26 12' MARRIAGE - CC BOSS THERMATRU SWING 75 1/2' %82 1/2' THERMATRU 19.56 19.26 43.2 .39 241.5 It 4GIN - INT. BI-FOLDS 50' x 82 1/2' JJ 6066 THERMA' DBL SWING 75 1/4' X 821/Y THERMATRU t9.56 38.52 43.1 .39 214.5 50 1/4' MARA AGE 60Be PHILIPS S.G.D. 71 V4'X SO VV PHILP 3267 16-28 401 39 407.00 BE 301638 INT. OI-FOLDS 31/621? 2 38. 1/2 ' MMARRIAGE SOBS KSI S.G.D: 72'l(80 Y8' KSI 3105 19.38 40,2 .3B 388.13 BB GUIDEINT -SI-FOLDS 74'X821? 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MAY - 700 7 LFACT01 PRC�V�c 6-lay!# y t; `i o ILP R" `10 : NOTE, NOT ALL WINDOWS AND DOORS SHOWN ON THIS SCHEDULE ARE TO BE USED BY AVISAMERICA, AVISAMERICA TO USE ONLY THE FOLLOWING WINDOW & DOOR MANUFACTURERS AS SHOWN ON THE SCHEDULES( WINDOWS( STANDARD = 7D DOORS: STANDARD = TERMATRU & EVEREST OPTION = ANDERSEN or MW OPTION = ANDERSEN X AVIS' AM E R I C A DOOR AND WINDOW SCHEDULE AMERICANS HOME BUDDER DRAWN BY- - ]CHECKED BY, DATE, SCALE( R.W.B. 10/26/Ol NTS HENRY ST, AVIS, PA. 17721 PH, (570) 753-3700 REVISIONS, DISK NO, WWW,AVISAMERICA,COM 9/25/01 � PAGE. 148 W \ 0 w � II O - r z 1.�, P �' I� W W 0 ` C Q �i Q W 0 lJLiSy cy Y� ui U W _- O o N ,r. .. L — Ljj �O}� y, Z co J J m m F- Y; r, V)WW ui 2 Q CIO O 4 '0 co Q ~ � w sr W - �.p W t\ N 0" LLJ 0 �,,�.I .. o i! 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O W n JZ SQX JZw0>- W OAS X U : JW0Z0 JF-W =�JO o:Z w' WWJ UW 0Ld LLo:W LiLcLw Z F-U F-U Q(/?F-m QJ QM-F-wLnwU�S ~Q VOQ 3: �Jaa wZ F-(nw <00n aim W F-zF- QmUw z QJUwU <ow F-LLQ> aW J_ �mZQ Q� Z'S O�Q(DLL- OOOa W co N n 4 u'i (0 1`h of O 0 N M It O O U Z U N M d r- N vi d tO V)l bMP•00-19-2Jd0L0210Z :3WdN3T-A i - r q, N F {' I G / N F r J R,, 5G DENNIS 8c GI A. RENAUD . � � E� S� JOSEPH W. ISHERWOOD 3880 PG,232 p DEED BK. fit.. �? O DEED BK.4361 /PG.35 �1E PLAN BK.129 PG 89 DOWER DR. O 014 � r vJ , �1 \ � t •,r, tt. �., +7a a1- _ r� SIN ---. t` / I : ii - r y' J.- OLD / LOCUS o PROPOSED 2 CAR r � i s ; I AGE00, - . v GAR O ` O CIA- � � � � L. 102.50 _. _:_ __..�.- q� PROPOSED _ - - ( - k f,_ ;0 PROPO LOT HERRING {� �, t 4 G , t � � DISTR. � '" ._' � DOMESTIC_,. S •:. '' _.._ ,¢:; ti ... _. RUN RD.WELL-"_.. r R \ r .. t • ` � <..� � , �. . � �.. BOX r ,, �. •..� ti a t > 1. F �kr�l ,. AREA 11 A WATER LINE - 1 tDG. FOOTPRINT ,.. :. s ti6917 _- .�, t :, AKOUT ,W.- .-�•--- F < O AREA = 3 808 S.F.SE"_ Y E y n �. k 1 t �` . (/ 0 •.. >,P � . + � �-�_ � .. �. 2 2 ACRES r~. _ POS`ED 2 CAR r • ._-- � U C U S SCALE . , ., � .. L t � ;, � , :• _�..,: :r � � : ; <s.: �� •��<�:° 4.�q . � ._ PRO SITE � t � � ' � :.. � � :� -_ _.. T_.. , ..� � .r 1 l ti GAR 9 1 G' AGE EL 5. � - i LIMIT OF , x s• ' OVERDIG PRdpOSED IMPERVIOUS F!- `r /o � �, ,, � �,""' ��- �o ,..- P E R C E N T AREA 8.1 % - q,- c _. PROPOSED I� RESE'1� D _.{ , _ ,�° �.• \ h _-Zlc�� , :i} ♦ t -, n. �,;• -.. a `" =:r.Nta� `'lhr` ';,,. ("j ' V 0 J /` �«)`" '', i � � �.t , ( •.k �, f ;s��"` +i':tz `�±' l+moo. �t'�., V' - 1 C. t I \20�X3 _ _ .. c r -- {� LEGEN q \ �_ o . `� ( / r� µ ACHING FIE,,�ry c ^, L� .,. E _ v .14 `. .6>4�a :t?ff y,y . •fm. �. '� v , 'r �]� �u:.. u VL 1 <tl �... .,, � ,s � �, ww,; -� ,f... . t Xk s ..,, f '�i ,i _,<.. �., � , ., �. ,...... ar;y..�' ?i Y 9 �. LLt, . - CABLE TV MANHOLE A ,.CD G . ,;r N : z rn SETBACK LINTE 4 y ,X r,y BUILDING SE 1 BASIN N--�- - r c; f R f, CATCH �., > A ;' EASEMEN LIME: A , DRAINAGE.. BOUND ~ l.f CONCRETE •,�; ,' `• 1 REMAINING LAND OF a la i ii BOUND SET Q_ I CONCRETEJ. PAVAO y - I s Qa DRAINAGE EASNC14T LINE._ {, ' !` t ( 3± ACRES) t,' . 4 g' I ;m; r 1 �.: REMAINING AREA 17. ) t� DRILL HOLE "� •= �: t - ��~=_ � � ' _ � � . H \ s y Y_ -^ a f Q 'o I BUILDING. SETBACK LIRyE� }t, g CAL BOX ' MB ELECTRICAL : .t 4 t F �� -- �.,� 1500 GAL. , NCH MARK �N � �E r= �,.�, �? � ry}`��' I .;�.-�' I �x SEPTIC ELECTRIC MANHOLES; j b 3 CT �` 'I 8 / .F. ` r SCr _: ��, c; �� TANK °� °' �: SPIKE SET.. IN ,�. �� Tg' � �- ycn � .„,. .:. 5 `+; :�' h •,, 'l -'` `�' ° PIPE '°R 9 0 °j LOT IRON UTILITY POLE #555/P4 '� -� a �o ELEV.=101.32 (ASSUMED) , rY-STONEWALL !r T Cam..:.. S � y I ez�e � S � j `� Q l> r1„' • rrt ` .1 '� �'� I _1 ti F O O pCID (0 lQF F� NE VAULT TELEPHONE �r o R/ G �'� rr _�L � > ,: '&�.� �� . ..,� � �, 2 s �� ; ,...= AREA �,� �. Y51 � �I I UTILITY POLE ,>. � �� .r�- ,,,,, � ,n U TI L r h ., t�: r:. 51 r / �o v .q OS C3 ; . J�^ .r _'. r C .'i'? i ,,E xr•r ,cyt�y'r •'ry + O I ACRE... �: ?'-, -} • u, - � � � � � � It ,� � Q = � NE(1 8 8 -�-`, -_'�3 • 1 �� 3.: DOMESTIC WELL CIS' C , H 0 —EXISTING ELEVATION CONTOUR 30 0 15 30 60 95 PROPOSED ELEVATION CONTOUR .5.00 PROPOSED SPOT ELEVATION SCALE: 1 INCH = 30 FEET GENERAL NOTES 1.) 01/11/Ot : REVISED PER BOH COMMENT ON 200' WELL 4LOCATION INFORMATION (SEE GENERAL NOTES), N N F TENT OF THIS PLAN IS FOR THE PERMITTING AND CONSTRUCTION OF' A SINGLE "FAMILY DWELLING AND & FUTURE USE OF RESERVE AREA. �S�Np0 p NIS & GIA AI RENAUD JOSEPH W. ISHERWOOD 1. THE IN � OBE p0 ' DEED BK.388o PG.232 DEED BK.4361 /PG.35 SUBSURFACE SEWAGE DISPOSAL SYSTEM. PLAN t3K.129 PG.89 ro ��"'y �s 1 BOARD OF HEALTH STAMPS _ $ � �J 1? "� -- Jy- 2. THE SITE IS SHOWN AS LOT 2 ON ASSESSORS MAP 70, AND CONTAINS AFIPROXIMATELY 2.22t ACRES. � t 69.SZS , 0J y y0 3«Ll,6S.8ZS O yJ y 3.L . • I 00 cim- 3„Lt,6S.9ZS@ 7"T a� ,06OS _ f ,6i•t9Z 3. THE OWNER OF RECORD IS DENNIS J. PAVAO AT THE BRISTOL COUNTY REGISTRY OF DEEDS.• �. , grak ,1•o st£ SIN O DARTS ATM •� �yJ BG�F a 4. THE APPLICANT IS CLEMENT & PAULA ARRUDA OF 35 HOOD STREET, FALLL RIVER, MA 02720. W a� �o .vIREVIIAfED do $ �o o p \ PROPOSED c(� LOT 20� Neill IQ n° 5. EXISTING TOPOGRAPHY WAS OBTAINED FROM THE FOLLOWING SOURCES: r f DOMESTIC $�c 1 WELL �qe "DEFINITIVE SUBDIVISION PLANS FOR ARRUDA LANE, DARTMJfOUTH MASSACHUSETTS : DATED Cm R�BBb�; I k � i� A PLAN ENTITLED HDPE AREA - - - WATER UNE " 17f'S.F. ` it OCTOBER 10, 2001 ,PREPARED FOR DENNIS J. PAVAO OF FALL RIVER, MA., I3Y CULLINAN ENGINEERING CO., INC. 96,9 U (2.22t ACRES) to :, 'o Q 4 i _ - - J 4 ' 6. ELEVATIONS REFER TO AN ASSUMED ELEVATION, SITE BENCHMARK 1S A SPIKE SET IN UTILITY POLE #555/P { PROPOSED IMPERVIOUS 2 LOCATED IN ALBRO AVE., ELEVATION=101.32'. o PERCENT AREA = 8.1% o 6� AC.) I 4' BOARD OF HEALTfH STAMPS (0.1 o. - °' L 7. PROPERTY LINE INFORMATION WAS OBTAINED FROM THE FOLLOWING PLANS: - o o% a � OO N p tr$p t�N 7�� EIWIDING SETBAgC LINE -_ __ ; o: A PLAN ENTITLED "DEFINITIVE SUBDIVISION PLANS FOR ARRUDA LANE, DARTWIOUTH, MASSACHUSETTS DATED 3 �, `Goo >YztA OCTOBER 10, 2001", PREPARED FOR DENNIS J. PAVAO OF FALL RIVER, MA., [BY CULLINAN ENGINEERING CO., INC. -- $ $. h^�' *I £0.6ZN ,I REMAINING LAND OF d \t ,n� h/ .6l•01•t " � � 0 8. THIS PLAN IS NOT TO BE CONSTRUED AS A CADASTRAI SURVEY. DENNIS J. Pavao (REMAINING AREA = 17.3t ACRES) y / *`>a iv oo ; N w - ` '- '- wp 9. THE SITE DOES NOT CONTAIN ANY KNOWN WETLAND RESOURCE AREAS. e Nq9 5 Op . O� $ EIUILDING SETBAdC UNE 1 4 - t °�. 4 10. THE SITE IS LOCATED WITHIN THE FLOOD AREA ZONE C AS SHOWN ON TI'HE FEDERAL EMERGENCY BENCH MARK / ao ,��'° `! s y ' " MANAGEMENT AGENCY FLOOD INSURANCE RATE. MAP COMMUNITY -PANEL NUIx;�gER 250051 0015B, REVISED DUNE 1, SPIKE SET IN � � Lai UTILITY POLE #555/P4 1983. ELEV.=101.32' (ASSUMED) 6' & we, 00 .t ^ J v� AREA ' 11. THE SITE IS NOT LOCATED WITHIN AN AQUIFER PROTECTION DISTRICT AS; DETERMINED FROM THE TOWN OF ry'�oo 2500'� wROpo 81,996f S.F. o DARTMOUTH ZONING BY-LAWS AS AMMENDED THROUGH MAY 25, 1999. ►� N• Sk9 �' _ - 2 q Na �• �`' (1.88t ACRES) ' ti " " T` MOTH ZONING P.E. STAMP SUBSURFACE SEWAGE DISPCSL SYSTEM R y �$ f oaf\, 12. THE SITE IS `ZONED SINGLE RESIDENCE B AS DETERMINED FROM THE OWN OF DART s or PRRPOSED IMPERVIOUS ' BY-LAWS AS REVISED THROUGH MAY 25, 1999. ti;NOFlyq-� c CLEMENT & PAULA ARIRUDA P._J -- PROPOSED PERCENT AREA = 4.1% MINIMUM LOT AREA = 80,000 DANIELC yG�, O o {o'n I DOMESTIC (0.08f AC.) OWNER: $ tct MINIMUM LOT FRONTAGE = 200' CML MULLOY R` R I . MAP & LOT: MAP 70, LOT 1 � ASS ESSORS SORS t- WELL �l WE - \f�� ,�, MINIMUM FRONT YARD SETBACK = 60 .o No.41757 ti MINIMUM SIDE `YARD SETBACK 20' y 9 O k, /� os•at£ o FGISTEPTC �. LOT 2, ARRUDA LANE ,£CZi• 1 ,i*t•£tZ M.Zt,S0.6ZN MINIMUM REAR YARD SETBACK = 20' i .FS G�� STREET LOCATION: I -- -- - - A1.Zt,S0.6ZN �p �� O• liyJ aA�`J Zt,S0.6ZN � 13. PARKING REQUIREMENTS: 2 PER DWELLING I � 4- � DES. BY: R1 SCALE: 1 "=30' J F N 4 -02 (cacu � NIEPAULO p BK.166t PG.t36 6 F .•'� 14 POSED ORNKENGLWATEIR WELL.NG ILITY IS NOT IOCATED WITHIN 100-FEET pF ANY KNOWN EXISTING OR i P.L.S.. STAMP � IkT��1` {j DWN. BY: R DA DEED / vF C� DEED BK.1661/PG.136 Fop SON 1 PRO AUBURN - DOGYON LAKEYILLE ,';ItAGGACNUGlTTG `" .. �`'� 15. NO KNOWN EXISTING WELL IS LOCATED WITHIN 200-FEET OF PROPOSED) SYSTEM OTHER THAN WHAT IS clvu ENGINEERING • SURVETING • TRAI-}PORTATION DESIGN CHK. BY: DCM SHEET 1 OF 2 m SHOWN ON THE PLAN. 200 AUBURN ST.. AUBURN, NA, 01501 508/bU-WII F' sae/ears799 100 CERSIDE FALM Ave.. GQSTOA. NA, is 8_17�(/53t3 ' FAX F5pg 9958 10 RIVERSIDE ORIVE, LANENItE. MA 02347 508/�-9`Jf'. 16. NO KNOWN RETENTION OR DETENTION BASIN IS WITHIN 200-FEET OF PFROPOSED SYSTEM. DATE: DECEMBER 14, 1001 JOB NUMBER 2013070 � 0 30 - 60 120 60 17. ISSUANCE OF A CONSTRUCTION PERMIT AND/OR CERTIFICATE OF COMPUTANCE SHALL NOT IMPLY A MULLOY /RAINIER TAN sry GUARANTEE THAT THE SEWAGE DISPOSAL SYSTEM WILL FUNCTION SATISFAC70RILY. CONTACT PERSON: DA 11 :; w SCALE: 1 INCH = 60 FEET 18. NO PERMANENT STRUCTURES SHALL BE LOCATED ON THE RESERVE ARFEA• ADDRESS: 10 l�IVERSIDE DRIVE, LAKEViLL MA. N TEL: (503) 946-9911 Q z _ w J t n L GENERAL CONSTRUCTION NOTES -PROVIDE 2-24„ 0 PRECAST CONCRETE 1. THE CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES FOR PERMITS REQUIRED TO TOP OF FOUNDATION ELEV - 103 00 MANHOLE EXTENSION RISERS WITH C.I. " FINISH GRADE COVER WITHIN 6 OFF BREAKOUT ELEVATION- 98 70 CONSTRUCT THIS PROJECT. BRICK TO BE USED FOR GRADE LOAM AND SEED PROPOSED FINISHED PREPARATION NECESSARY FOR THE ; ADJUSTMENTS 15' (MIN.) 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE GRADE TO SLOPE 2� COMPLETE INSTALLATION OF THE PRO JECT FACILITIES DURING CONSTRUCTION. TYP. ALL A :.,...- SIDES �.�-,.<"...,->:. ;:,i's ,y ;�:,3C��1:; 11+ ROPOSED.`:, RISERS To BE SET IN FINISH GRADE TO SLOPE MINIMUM 2% - , THODS MATERIALS, AND COMPONENTS ASSOCIATED WITH THE P ,; _ MORTAR 3. ALL CONSTRUCTION ME CONFORMANCE WITH THE APPROVED PLANS, FULL BED OF 1 (MIN.) 3' (MAX.) DISPOSAL SYSTEM SHALL BE IN CONFO OVER SYSTEM, SEE SITE PLAN _ UBS URFACE SEW AGE DIS �<,.�. �r , S AL NTAL CODE AND A w. _:r.... ., r �. ME � ,. -. �., ,,...� ,r , .,, ,.,>, ,- . ,._..-, , _ .. .. �..: 1 8" TO 1 2" DOUBLE WASHED STONE 310 � (3)) (MIN.) - THE STATE ENVIRONMENTAL � r. t �„ r�',,...,,,. /r:��,. ,r� , � . REQUIREMENTS OF 310 C 5 TITLE 5 OF .... ,., .. _.,, �,�. •- UIRE r�•,7,i f,,, rr, ;r�r..:�^, J;:rt.�=��•� ; r •~� r '• .r �:=�:; :,� 7777777777 t.MR 5 2" THE REQ � - ,;: •.., .., , ,.. .-... �::,.,., .:--.;.. t��=:'....._.. ,,'., � ;_Fi� ,: >� REGULATIONS UNLESS A WAIVER HAS BEEN GRANTED. _ 6-(MAX.) ` BOARD OF HEALTH 12"(min.), . , LNG CO. INC. AND THE 4» >c THE PLAN MUST BE APPROVED BY CULLINAN ENGINEER ' 4. ALL CHANGES TO r - 6 (MAX.) • - 5' y�,'o � 4" DIA. SCH-40 PVC PERFO'�ATED PIPE (TYP) LOCAL BOARD OF HEALTH. s " " DISTRIBUTION BOX OUTLETS 12" MIN. " _ 3 (min.) TO REMAIN LEVEL FOR BREAKOUT " OVERDIG � a�, 6 (MIN.) WATERTIGHT AS REQUIRED BY S= 0.02 ,. ( FIRST TWO 2 FEET. ELEV=98.70 36 MAX. A `CAP MANIFOLD , v, k, 3/4" TO 1-1/2" DOUBLE WASHED STONE (31,0 CMR 15.247(2)) BOTTOM 5. ALL SYSTEM COMPONENTS, EXCEPT PERFORATED PIPING, SHALL BE 4" SCH 40 SOLJD PVC PIPE 9 ( ) �10 CMR 15.221. S = 0.01 L,76' PIPE ENDS ' BLDG. INV. ,. 4'-0" 6'-0" 6'-0" 4'-0" APPROXIMATE ONLY. THE = 10" 14» S=.005 UTILITIES AND STRUCTURES ARE APP ELEV. 99.70 " - HE LOCATION OF UNDERGROUND U _ $ 0 Q05 2 0 6• T UTILITIES AND SUBSURFACE r a SCH 4o souD Pvc PIPE TEE THEIR ACCURA CY OR THAT ALL " 4" S 0' NOT GUARANTEE EV.= 99.4 "� 4 -0 CH 40 PERFORATED PVC PIP STRUCTURES EER DOES INV. EL ;r, INN. ELEV.-98.00 Y SIZE LOCATION AND INVERT THE CONTRACTOR SH ALL VERIFY • � LIQUID LEVEL _� INV. ELEV. 99.18 x - _..��-t�}:�i.%-�;c-�.;..,.,, y �?' �<.'t> c°� +� i,.' �';�.c c r�,' �� ,.;.-..ti 4 MIN. ARE SHOWN. -0F 98.25 J r i r' R TO THE START = 95.50 " INV. EL=98.42 INV. ELEV.- S REQUIRED PRIG CELLAR ELEV. STRUCTURES, A , �, �u., �. J. r3-r ..�.;- 1 NS OF THE UTILITIES AND r. , 3 ._ LEVATIO � a - .. ., .-. QTTOM ELEV 97.50 E D TO THE ENGINEER SH ALL BE REPORTS R D I �•� EGO D t� ( _ . _. �•, ... .. ,,.: NCIES WITH R � .-4 -r- .. .-•., :,.. CONSTRUCTION. ANY DISCREPANCIES ,. . CONSTRU .• . >,,.,.�..•�•,=A•'.=�•••" ', INV ELEV.=98:20 ..;..::.•:: .,• .: .,:.. . �...... , SAND FILL PER 310 CMR 15.255 1-888-344-7233 72 TRACTOR IS CAUTION ED T 0 CON DIG SAFE ) IMMEDIATE �C LY. THE CON �. ;.•,.�-,,,�,,�,�°�?.�a;_ti= L��M ur:, � .,_,... t , ,..�, MIN. 6" CRUSHED � - .. w. •., ,. , (LOURS BEFORE DIGGING. STONE BASE 2 38 COORDINATE HIS WORK WITH THE o� 5' A 4' MIN. - ITY OF THE CONTRACTOR TO COORD 10 MIN. GB-1 AS DISTRIBUTION B 7. f SHALL BE THE RESPONSIBLE SEPTIC TANK GAS BAFFLE OVERDIG _ �• J HIGHWAY & UTILITY DEPARTMENTS. MANUFACTURED BY APPROPRIATE HIG •, ,t�•:;..�,�>. DESIGN (GROUNDWATER WORKING TUF-TITE, INC. ELEV.= ALL MAINTAIN ALL EXISTING AND NEWLY INSTALLED UTILITIES IN GOOD 93.00 8. CONTRACTOR SHALL TIMES UNTIL THE WORK IS COMPLETED ORDER AND SHALL PROTECT THEM FROM DAMAGE AT ALL FROM TIP-1* NATURALLY OCCURRING REMOVE UNSUITABLE MATERIAL BELOW THE BASE AND PERvlous MATERIAL AND ACCEPTED BY THE OWNER. 5' AROUND THE LEACHING AREA TO ELEV=87.5t, OR OF A DOMESTIC WELL. INSTALLATION OF AS DIRECTED BY THE LOCAL BOARD OF HEALTH * DESIGRII GROUNDWATER ELEVATION WAS g, WATER SERVICE SHALL BE PROVIDED BY THE INSTALSTIROUCTION PLANS. �I AND/OR THE ENGINEER, AND REPLACE WITH CLEAN DETERWINED BY SUBTRACTING 48" FROM SECTION - A THE WELL IS NOT WITHIN THE SCOPE OF THESE CONS SEPTIC SYSTEM PROFILE SEPTIC ll� lvl 1 SAND FILL AS DESCRIBED IN TITLE 5 SECTION 15.255. THE FEXISTING GROUND ELEVATION ABOVE NOT To SCALE 10. THE WATER SERVICE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF E NO I TO SCALE LEACHING FIELD AREA LOCAL WATER DEPARTMENT. CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH APPLICABLE PERMITS TO BE OBTAINED BY THE CONTRACTOR). UNLESS DIRECTED OTHERWISE, ALL WATER E � NATURALLY OCCURRING PERVIOUS MATERIAL P ( PIPES SHALL BE INSTALLED 5' - 0" BELOW GRADE. ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION UTILITY CONNECTIONS AND SERVICES SHALL BE LEACiIING FIELD 11 INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE RESPECTIVE UTILITY. 12. THE CONTRACTOR SHALL UTILIZE ALL MEASURES AND MATERIALS NECESSARY TO ENSURE THE SAFETY OF ALL PERSONS AND PROPERTIES AT THE SITE DURING CONSTRUCTION. ALL EXCAVATIONS SHALL CONFORM TO CURRENT OSHA STANDARDS. 13. ALL ELECTRICAL SYSTEM AND INSTRUMENTATION DETAILS ARE SHOWN FOR GENERAL INFORMATION ONLY AND ARE NOT INTENDED AS DETAILED SCHEMATIC DRAWINGS. ALL ELECTRICAL WIRING AND 2'-6.5" SERVICE LINES SHALL BE INSTALLED BY A MASSACHUSETTS LICENSED ELECTRICIAN IN ACCORDANCE 2'-2.5" WITH ALL APPLICABLE STATE AND LOCAL CODES. ISSUED 4" SCH 40 PVC OUTLET REGULATfi10NS USED SIZE OF LEACHING FACILITY 14. WORK WITHIN THE HIGHWAY LAY OUT SHALL CONFORM TO THE CONDITIONS OF THE PERMIT3" TO D-BOX BY .THE MASSACHUSETTS HIGHWAY DEPARTMENT AND/OR LOCAL AUTHORITY AS APPROPRIATE. STATE. �1 O CMR 15.OQ -TITLE 5 (1995) PERCOLATION RATE = 10 M.P.I. FROM TP-1 LOCAL: -TOWN OF DARTMOUTH BOARD OF HEALTH SYSTEM REQUIRES 4' SEPARATION FR0�1 GROUNDWATER - MATERIAL DESIGN CLASS = 2 SPECTION SCHEDULE 3,. T - = 0.60 GPD S.F. IN TYPE OF ESTABLISHMENT: 4 BEDROOM RESIDENCE SANITARY TEES r LONG TERM ACCEPTANCE RATE (LTAR) / CERTIFICATE OF COMPLIANCE FROM THE BOARD OF HEALTH THE FOLLOWING 1; IN OBTAIN A Y THE UST BE MADE ALONG WITH 2 � ESTIMATED HYDRAULIC LOADING REQUIRED LEACHING AREA = 440 GPD/0.60 GPD/S.F. = 734 S.F INSPECTIONS BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH M � I / / 1 I THE COMPLETION OF AN AS -BUILT PLAN: -" -ko _ / `--/ �� 6,_0" i # OF BE = 4 A. EXCAVATION OF UNSUITABLE MATERIAL 4 BEDRQOMS x 110 GPD/BDRM = 440 GPD LEACHING FIELD DESIGN (SEE DETAILS) B. PLACEMENT OF CLEAN SAND BACKFILL 04 COMPONENTS. ALL COMPONENTS MUST BE C. INSTALLATION OF ALL SYSTEM COM INSTALLED AND I - - � SEPTIC # :LINES = 3 EXPOSED FOR INSPECTION AND PREPARATION OF AN AS BUILT PLAN. L< - - I TANK 200% x [DESIGN FLOW 880 GPD EFFECTIVE LENGTH 38 FEET 4" SCH 40 .� �. r• NCRETE STRUCTURES vc INLET 40 10'-0" CCU PJlll*�_4" SEPTIC TANK TO BE 'SINGLE COMPARTMENT MINIMUM EFFECTIVE WIDTH 20 FEET DOSING CHAMBERS, AND DISTRIBUTION BOXES SHALL BE SET SEPTIC TANK " 4"0� SCH 40 PVCTOTAL AREA PROVIDED = 760 S.F. j; ALL SEPTIC TANKS, GREASE TRAPS, 10-g SCH 40 PVC EFFECTIVE LIQUID CAPACITY, 1,500 GAL., AS SHOWN. LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY INLET FROM OUTLET PIPE TO COMPACTED. IF THE COMPONENT IS PLACED IN FILL, PROPER COMPACTION IS REQUIRED TO SEPTIC TANK TOTAL AREA REQUIRED = 734 S.F. STABILITY AND TO PREVENT SETTLING. A 6-INCH STONE BASE IS ADEQUATE IF THE PLAN VIEW LEACHING FIELD (TYP.) ENSURE STA PLAN VIEW COMPONENT IS PLACED ON NATIVE GROUND. 2, ALL CONCRETE STRUCTURES ARE TO EMBOSSED WITH A SEAL STATING THAT THEY MEET ASTM DISTRIBUTION O NOTE: STARDARD C 1227-93. ANY CONCRETE STRUCTURES PLACED WITHOUT THIS SEAL WILL BE PRE -CAST CONCRETE SEPTIC TANK B NOT 1') SCALE 1. SYSTEM NOT. DESIGNED FOR USE WITH GARBAGE GRINDER. REJECTED. NOT TO SCALE . 3: THE BACKFILL AROUND EACH CONCRETE STRUCTURE SHALL CONSIST OF SAND, GRAVEL OR SELECT NOTES: NOTES: FILL FREE OF ORGANIC DEBRIS, FROZEN EARTH AND STONES OR COBBLES OVER 3 INCHES IN SIZE. 2. FUTURE CONSTRUCTION ON RESERVED AREA SHALL MAINTAIN A E PROPERLY COMPACTED TO PREVENT SETTLEMENT AND THE CREATION OF 1, SEPTIC TANK TO BE 1500 GALLON MINIMUM EFFECTIVE LIQUID CAPACITY, 1. DISTRIBUTION BOX TO BE ROTUIDO .MODEL DB-5 OR APPROVED .EQUAL ALL BACKFILL SHALL B FOUR(4') FEET MINIMUM SEPARATION BETWEEN ESTIMATED MODEL NUMBER ST 1500 AS MANUFACTURED BY ROTONDO PRE -CAST OR CAPABLE OF WITHSTANDING AN AASHTO H-10 LOADING VOIDS. SEASONAL HIGH GROUNDWATER AND BOTTOM OF SOIL GASKET AND CONCRETE GROUT TO APPROVED EQUAL CAPABLE OF WITHSTANDING AN AASHTO H-10 LOADING. 2. ALL OUTLETS ARE TO BE FITTED WITH SPEED LEVELERS AS 4, PRECAST CONCRETE RISERS TO BE INSTALLED WITH A RUBBER GAS MANUFACTURED BY TUF-TITS, IIC. OR APPROVED EQUAL TO ADJUST ABSORPTION SYSTEM. SEE SOIL LOGS. ENSURE WATER -TIGHT SEAL 2. THE SEPTIC TANK SHALL BE FURNISHED WITH THREE (3) ACCESS MANHOLES OUTLET FLOW AS DESIRED. SITUATED OVER THE INLET TEE, OUTLET TEE, AND CENTER, RESPECTIVELY, SOIL EROSION AND SEDIMENTATION CONTROL NOTES j, PRIOR TO INITIATING CONSTRUCTION, ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DIRECTED BY THE ENGINEER AND/OR AS NECESSITATED BY FIELD CONDITIONS. THE CONTRACTOR SHALL MAINTAIN THESE MEASURES UNTIL ALL WORK IS COMPLETED AND ALL AREAS HAVE BEEN STABILIZED. ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR, AS 1.) 01/11/0t : REVISED PER BOH COMMENT ON 200' WEi-L LOCATION INFORMATION (SE REQUIRED BY THE CONSERVATION COMMISSION OR AS DIRECTED BY THE ENGINEER. & FUTURE USE OF RESERVE AREA. , NO MATERIALS SUBJECT TO EROSION SHALL BE STOCKPILED OVERNIGHT WITHIN 100 FEET OF A BOARD OF HEALTH STAMPS WETLAND UNLESS .COVERED. A. DISTURBED AREAS SHALL BE STABILIZED WITH THE APPLICATION OF A MINIMUM OF FOUR INCHES (4) OF LOAM AND SHALL BE SEEDED WITH AN APPROVED GRASS MIX AS SOON AS POSSIBLE AFTER THE FINISHED GRADE HAS BEEN MET. IF FINAL GRADING DOES NOT OCCUR DURING THE GROWING SEASON, THESE AREAS SHALL BE MULCHED WITH HAY SECURED BY WEIGHTED SNOW FENCE, CHICKEN WIRE MESH OR JUTE NETTING WITH STAPLES. STABILIZED AREAS ALL 5. DEWATERING OPERATIONS, IF REQUIRED, SHALL DISCHARGE ONTO DISCHARGE WATER IS TO PASS THROUGH SEDIMENTATION CONTROL DEVICES TO PREVENT IMPACTS UPON WATER BODIES, BORDERING VEGETATED WETLANDS, DRAINAGE SYSTEMS AND ABUTTING PROPERTIES.-34 SOIL TEST PIT INFORMATION BOARD OF HEALTH STAMPS DEEP OBSERVATION HOLE TP-1 DATE: 9127101 DEPTH FROM SURFACE (INCHES) ELEVATION SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER (STRUCTURE, STONES, BOULDERS, CONSISTENCY, , % GRA VEL) 0"-6" 97.0 A SANDY LOAM 5R2,5/1 --- SOME BOULDERS & STONES 6"-26" 96.5 B SANDY LOAM 10YR5/6 --- SOME BOULDERS & STONES 26"-62" 94.8 Cl SILT LOAM 5Y7/1 MOTTLING 0 48" 5YR5/8 FRIABLE TO FIRM, SILT AND SAND POCKETS 62"-114" 91.8 C2 LOAMY SAND 2.5Y6/4 --_ FIRM, POCKETS OF SAND, 5% GRAVEL AND COBBLES 114"-162" 87.5 C3 LOAMY SAND 2.5Y6/4 --- FRIABLE, COBBLES EXISTING GRADE: EL. 97.0 DEPTH TO BEDROCK: N/E STANDING WATER IN THE HOLE: N/E WEEPING FROM PIT FACE: N/E ESTIMATED SEASONAL HIGH GROUNDWATER: 48" DUE TO MOTTLING ELEVATION: 93.0 DEPTH OF PERC: 114" (EL. 87.5) PERC RATE. 10 MIN/INCH BOARD OF HEALTH REPRESENTATIVE: SUE GRIFFIN, DARTMOUTH B.O.H. CERTIFIED SOIL EVALUATOR: ANDRE PIMENTEL - CULLINAN ENG. CO. INC. E GENERAL NOTES), P.E. STAMP SUBSURFACE SEWAGE DISP )SAL SYSTEM ZH OFlyq OWNER: CLEMENT & PAULA ARRUDA DAMEL C. G MULLOY+ c CIVIL ASSESSORS MAP & IL-OT: MAP 70, LOT 1 No. 41757 °gsF�ISTE��G��`��`Q STREET LOCATION: LOT 2, ARRUDA LXNE Sp LEN DES. BY: RT SCALE: NTS P.L.S. STAMP 11 I LiLRING DWN. BY: RT AUBURN - BOBTON - LAKEYIOE . MAGOACHUOETTO CIVIL ENGINEERING • lUNTETING •?pAE>«ORiATION RE81GM CHK. BY: DCM SHEET 2 OF 2 200 AUBURN ST., AUBURN, MA. 01WI SOB/83 2-.u11 FAX. 508/832-5799 400 COMMONNEMTH AVE., BOSTON, MA . 02215 S-' 9911G FAX. SOB/948 9955 g 10 RIVERSIDE DRIVE, LAK"" MA. 02447 SOS/!' DATE: DECEMBER 14, 2001 JOB NUMI'3ER: 2013070 CONTACT PERSON: DAN MULLOY / RAINIER T4N ADDRESS: 1)0 RIVERSIDE DRIVE, LAKEV�ILLE, MA. TEL: �508) 946-9911 i DEEP OBSERVATION HOLE: TP-2 DA,3TE: 9127101 DEPTH FROM SURFACE (INCHES) ELEVATION SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER ((STRUCTURE, STONES,, BOULDERS, CONSISTENCY, % C;RAVEL) 0"-6" 97.0 A SANDY LOAM 5R2,5/1 --- SOME BOULDIERS & STONES 6"-28" 96.5 B SANDY LOAM 10YR5/6 --- SOME BOULDERS & STONES 28"-60" 94.7 Cl SILT LOAM 5Y7/1 MOTTLING 0 48» 5YR5/8 FRIABLE TO i'FIRM, SILT AND SAND POCKETS 60"-108" 92.0 C2 LOAMY SAND 2 5Y6/4 --- FIRM, POCK£ TS OF SAND,59 GRAVEL /AND COBBLES 108"-156 88.0 C3 LOAMY SAND 2.5Y6/4 --- FRIABLE; COBBLES EXISTING GRADE: EL. 97.0 DEPTH TO).BEDROCK: N/E STANDING WATER 1N THE HOLE: N/E WEEPING FROM PIT FACE: N/E ESTIMATED SEASONAL HIGH GROUNDWATER: 48" DUE TO MOTTLING ELf-VATION: 93.0 DEPTH OF PERC: 108" (EL. 88.0) PERC RA;TTE 6 MIN/INCH BOARD OF HEALTH REPRESENTATIVE SUE GRIFFIN, DAIRTMOUTH B.O.H. CERTIFIED SOIL EVALUATOR: ANDRE PIMENTEL - CULLINATN ENO. CO. INC. RESIDENTIAL 2002 RESIDENTIAL 2002 SECTION 2 - PROPERTY OWNERSHIP AUTHORIZED AGENT 2.1 Owner of'Record: Ncrn�n� Avn a + nr[l 1 et, f �( i�6 �14 Name (print) Contact Address t Phone Number 2.2 Authorized Agent: Name (print) Contact Address Phone Number SECT - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Constriction Supervisor License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvem t or: Not Applicable ❑ Are you a Home Improvem t ontrubject to (780 CMR-6)? ❑ yes ❑ no Vrquirement? -If no, go to the next section! Are you claiming exemptio from th❑ yes ❑ no If yes, submit the required affidavit! Company Name Registration Number (if none, state"none") Address Signature Telephone Expiration Date 3.3 For F�sidential Remodel Work Only - PERSON CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Hame Improvement Contractors Registration, One Ashburton Place - Roonl 1301, Boston, MA 02108, (617) 727-8598 Owneis Name (print) S igstature by signing the above; the home owner acknowledges that there will be no eligibiltyto 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 sig elow Signature:. Your signature carries certain r sponsibilities, including but not necessarily limited to, general liability C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 19, 2001 VX (`•\I,l,a.. P\ n T,I........ .....-..-- NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Constructipjn 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) new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woordstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demcolition (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): u-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 j Brief Description of Proposed Work: 4 i �ami WA Z C 1-undevl SECTION - 6 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (S) to be completed by permit applicant 1. Building 00 2. Electrical 3. Plumbing 4. Mechanical HVAC ®^8 5. Total = (1 + 2 + 3 + 4) * Estimated Total $ ' n 0e) SECTION 7A - OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building.permit) leaseprint) I, C ; as Owner of the subject property hereby authorize®t?eN tifrl to ac my behalf, in all atters re tive to work authorized by this building permit application. Signature of Owner Date SECTION 7B - OWNER/AUTHORIZED AGENT DECLARATION h , as Owner/Authorized Agent hereby declare that the statements and infomnation on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penal of perjury. Signature of Owner/Authorized Agent - Date p RESIDENTIAL 2002 SECTION 8 INSPECTOR'S REVIEW/COMMENTS 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue dater 4. OK to issue subject to requested submittals(see project review worksheet): Date: 5. DENIED (see project review worksheet): Date: 6. HOLD reason: Date: 7. HOLD subject to Zoning Board of Appeals action: Date: S. Comments: 9. Inspector's Signature: JU Date: 2 SECTION 9 - APPLICANT NOTIFICATION Applicant informed of above Date: Time: Clerk:` Comments: SECTION 10- OFFICEVNSPECTOR'S NOTES Total Permit Fee: S Less Application Fee: S 25.00 Remaining Balance: TOTAL FEE: �= Gross Area - New-Construptionfttotal sq. l Gross Area- Alteration total sq. ft. Permit Issued To- Alt SECTION 11 - ADDITIONAL COMMENTS/SKETCHES a_ e RESIDENTIAL _ 2002 ❑ FOUNDATION ONL f` $25.00 APPLICATION 3FEE IS NON-REFUND111 x'& NON-TRANSFERAM-LE DATE RECEIVED DARTMOUTH BUILDING DEPARm1V . 400 Slocum Road, P.O. Box 79399 �f l ' Dartmouth MA 02747 ` 508-910-1820 FAX 508-910-1838 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELiLING THIS SECTION FOR OFFICIAL USE ONLY RECEIVED BY:_ BUILDING PERMIT 72 DATE SENT FOR REVIE NUMBER: z'7 ` DATE ISSUED: OK TO ISSUE - SIGNATURE: _ DATE AN 82002 ng Commissioner Inspecto�r of Buildings Zoning'District: Proposed se: Zone: Ue/❑ B ❑ A ❑ V Outside Flood Zone ❑ Aquifer. -:Zone LLON�'ING AGENCIES SHO 1 BE NOTIFIED: 0 / (, of Board of r on. Com. ❑ Demo DP�V ❑ Elee. ❑ Ene=rgy Report �✓ a ith Affidavit Card Sent: Cut Off Follow-up* 1hief ❑ Gas ❑ Planning Board* ❑ Sewer Card ❑ Water Card ❑ Zoning ❑ Otltrer Cut Off / Cut Off / Cut Off Review* * REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERNIIT. DEPARTMENTAL APPROVAL Zonin« Review: Signature: Date:�,� Energy Report: Signature: 8 2oq? Fire Chief: Signature: yc Da e: ",;7- Board of Health: Signature: l % ( Signature: Afi Date:/ Conservation Commission: Other _ Signature: Date:- Description of work jJein' pelforined: SECTION 1 - SITE INFORMATION NUMBER OF PLANSOJX B IITTED: SITE PLAN SUBMITTED: yes ❑ no �t 1. 1 Property Ad dYt�d & L,1'l� 1.2 Assessors Plat R Lot Number-- ress: Plat ( Lot ' ( n Nea- Est Cross S � ! Subdivision Name: i 6�- 1.3 Historical District ❑ yes CJ no ��,% (` Has application been submitted to the Historie, Commission? Total Land Area Sq. Ft.: t.�� $A ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: Site Disposal ❑ MLill icipalE:4/Private Well - e; ❑ Municipal 11 On System C:\bldg.form§t\IBldgapp.res.wpd Page 4 Rev.Januar\ 19, 2001 I l i ir,,,, Id"� Ipp.res.\\ d Page 1 kev. January 19 2001' C I � ,. � � 1 1 ! ,. Y ,