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BP-17819RESIDENTIAL 2000 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE C.\blde.forms\Bldaapp.res.xNrd Pa_e 4 Rev. January 13. 2000 C:\bldg.forms\Bldgapp.res.wpd Page I Rev. January 13. 2000 2000 RESIDENTIAL 20010 RESIDENTIAL 2.1 Owner of Record: C) Name (print) . 2.2 Authorized Agent: Name (print) Contact Address Phone Number tVA � R`t5-SLA4 Contact Address Phone Number 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor �slem License Number L°,5 05�.� ��. Address 1% 0 o�. 45 Expiration] Date( Telephon 51 16 O'cJ/ �^C•f �'04�. Signature 3.2 Registered Home Improvement Contracto . Not Applicable Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name Registration Number (if none, state "none") Address Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place -Room /30/, Boston, .4f.1 02108, (617) 727-8598 .j Owners Name (print) L _ 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 Owh 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 thissection; 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: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance (see Appendix of 780 CMR RS 2 15) :ILL: 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 new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woodstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demolition (shed/garage) no. of windows_ doors_ (specify below): (specify below): * If new construction, please complete the following: Single Family: no. of bedrooms ?j no. of baths Two Family: no. of bedrooms unit I 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): K 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 X Hot Water: Gas Electric Fuel Oil_ Other Brief Description of Proposed Work: Z t(o�c X �Fc ���, e Si cat. 1'rl Sail `� .►.:G.�..� ... �.� etcr> i Fc. I (M STCi4.d z sue. UHF-k=1KR. �t- a 4FTX i2� �t �o� c�!'�r a 1s���• XL6�' 9. y:� Item 5.Total =(1+2+3+4) + 0cNA Estimated Cost ($) to be completed by permit applicant om. seO - 500. arb * Estimated Total $ I-65t1JW Signed under the pains and penalties of perjury. Signature o(Owner�Authorized Agent IT 2L,V-r n _.. ............. 7 2 Innn r \hl to fnrme\Rldoann.res.%Nnd Page 3 Rev. January 13. 2000 I NOTEd LOT DIMENSIONS AND DRAINAGE LOCATIONS AR?E BASED ❑N Sl_;hIIIVISI(.ih I_fn i�;S FOR ROI.-LING HILLS ESTATES PREPARED BY KENNE T H R, FERRF IRA I've, INC ROOF DRAIN DRYWELI_S ARF_ REQUIRED AS PER DOWN' F'OtJT DRAINAGE SYSTEM DETAIL ON SHIFT 17 OF SUBDIVI310N 'PLANS, ROOF ARE,_', (FTc) >: I IN, = `JOLUME(FT3) 12 V11t_.UME (F T3) = N't]• OF INFILTRATOR 14.7 FT3 INF ILTRATCR UNITS REQUIRED r I I I tag to8` �2oD rO 6;�' p W � Lt,- I 1 Z. too' t'r?0m 104 -lr T%lvo p r__L-• IU7• Z+7 S'7" T 71V f t-'i- NA lL r�. 1►3.20 — A W- V1 i-CH { N l ZOo' Or S�PTLC ySTEt�'j A 9_ 5►-\ oVU 0 0 NA 'p L kt-� IT E PLAN SCALE, 1' 30, TOP OF FOIINI)ATION r-_L 117. 42 �iu7 l� 107.41 fool✓ DMA t►..I ���� NOTE ROLLING HILLS ESTATES LOCUS MAP SCALE: N.T.S. —DESIGiN DATA DE:SIGN PERC 5 DESIGN FLOW /t Bedrooms x 110 Gallons/Bedroom- 4A-0 GGPD LEACH AREAS 4. O'x 0I(p' 1 (CoKTNL-TbA7e"% CALCULATIONS: BOT; 4-b'x �G / x 0,74 gpd = 294 gal, SIDE E( 9(o x 2) + ( 4•.0 x 2)] x t' 08 x 0.7 4 gpd = 60 ga TOTAL GPD PROVIDED = q 44 ❑K -LOT SHOWN IS LOCATED WITHIN AQUIFER PROTECTION DISTRICT ZONE III. MAXIMUM LOT C11VERAGF ❑F 10/, ZONING R,`UIREN1ENTS: ZONING IS SRB - SINGLE RESIDENCE B I'AINIMUM, LOT FRONTAGE 200.00' MINIMUM TOTAL AREA 80,000 Sq. ft. SECTION 6 CLUSTER DEV. REQUIREMENTS MINIMUM LOT FRONTAGE 100.00' MINIMUM TOTAL AREA 40,000 ft. (FRONTAGE MAY BE REDUCED TO 50' ON TI.JRNING CIRCLE OF ROAD TERIMINATION.) Para 'iMUl.:1 7,, LOT COVERAGE 10% s`TR�•(�t� �rOvl�E!."EN T C: FROi\1 i `ARID 20.00, �,�'IvI'ti4Jh SIDE YARD 15.00' MINIMIJIKA REAR YARD 15.00' BLDG. SHALL NOT EXCEED 35' LOT COVERAGE -4, - = I I. < � 0 °(� O.K. 12 IN "- WASHED CRUSHED STONE 1/ES-1/2' " C• WASHE=D CRUSHED STONE 1/C'-i/2' 2' -�r�-As Dcs�usHE vsTa•�_, k�r�SHED CRUSHED STONE ' J _E` } 17" TYPICAL X--SECTION (CoNTACToRMODEL- 7S) Not To Scute —'T `- R" c Q I O O b 0 0 0 0 0 0 Q O O o� o 0 7 0 o q o mop G o a 4 S C H L r_ 40 P VG 3• � � � . �� . •• ' � - .a.. S..Q h 1 1 S7 gS C "� r;,�0 U Q O O O� O O O O '-` ri �rj 7 ,: �� O O� q O O O �• f� .. .__._.. - ---- ----__----- .._,I. _ � _-- - ':------ �. QUID t�� _ _ r S G �1 L E.._ �,t, . P c (� C �+ S D h '>� `�� - : -� _� fit ` _JJ,� f' - J -- I d' ) (v' ;_ Ti-I 1�� 0 o o 0 o 0 o O o C t C o �no O O O o OO TEi d '7 Od ' �% !r P.v.C. saN,Tasr tFS _—________�.�.�` ,{ -T� .z1�c� c� 4, J _ o o, 0 01 0 0 o c o o 0(,_�c -r poi o 0 0 0 0 0 o a o I 4•-�•�`..? ,n __ ��jf - c• 4' r.ir; f�J �'.� / < yr?r�`.:� - �1 I_ i_� 1500 GALLON � � .r? � - --- - — - ►e 11�-'�? j N o•7S R Cc cao. i S C- P EEC �T CrONCRETE � 2 °' �Q.42' � � • - SEPTIC TAW �I1,.__o �f - -- -- t .,•.+ E* •_ . , . �— r-- _w_1c ; { y .J1� {_ ISTr7tE"UTION BOX ��i L lt�t I T OF { / s>ir d• view •I ! f ---) 1 al•TT•.-,e--,y'1.rsa-f _: z5�4�i.e-'s'i 1T'-":^T'?- _'TTT _' 2_ _ _.. .i..'.. rl'_ _ �T�_ 1 .-_.. G _. _ —._I -- G Cu T C P �III�Iii__:1i1--III--III—III III--{I--{+I-i�; �i{ --III--III [`/[ SI E �]/S � � �_ � N�o��1r i� a_E;-,�,I—►1NG SYSTEM 1;XCAVATtOt�t . I t_�.' t—I W ! i—III---f TI—�T ILL1 ,T_ 1—T ---i I i a 'd L �_E_ V C.. I_ .7 7 J`�� L: '1.JC — 6" CRUSHED STONE ON N o t 10 COMPACTED LEVEL_ STABLE T Y C A L P R F I L E -rt ��� A S E W A G 1,,,P 0 S A ■p■p F.�M11�0 ��S �` ��19M ri.1 a to scale �. �A• AND 1G/ AATAI _t.7'r SOIL DATA TEST PIT NO._7A DATE 4-22-98 EL, t 1► • I 0 t (A ) riNE SANDY L Low (c+) I LOAM)t �rr +t 78'' q1E RL a TEST PIT NO..7C DATE--12-7 7- 98 EL, Ikk, 2 CAS �i rJ e_ CNN DI Lo A V1 Cc,) PERC. RATE: S MAN/ttil PI; 'RATE S°ram N/tc-� -WATER TABLE: 42r' C � �b�• �� WATER .TABLE l6'' 1-,1D'I• �-7 PERC, TEST PERFORMED BY, CORREIA'S ENGINEERING INC. SOIL EVALUATION PERFORMED BY: RICHARD C, ALVES Jr, WITNESSED BY: CHRIS MICHAUD GENERAL NOTES: 1. All work must be in accordance with the Masgchgsize rlJedrtrient"'of Environmental Protection Regulations 310 CMR 1 1,,OQ &�, 7 5,00; (Titlb V) ; and any local Board of Health Modifications.. L '. 2. No modifications shall be made to this systerrr ..kaitfioutp`rj r'> wr,`t en approval by the engineer and the local Board 'of", Heblffi. 3. Engineer and the Board of Health must inspect the completed system prior to backfilling. 4. Elevations shown on plan are based on an subdivision datum. 5. Heavy equipment shall not be run over the disposal system. 6. All unsuitable soil is to be excavated from the Leaching Area as shown on p!an, and bockfilled with clean gravel or coarse sand as specified in 310 CMR 15.255(2). 7. Washed crushed stone: sholl be free of iron, fines and dust. 8. Septic tank, distribution box, etc. shall be manufactured by Rotondo & Sons Inc. or approved equal, and installed per manufacturer's specifications. Grout shall be used to provide a water tight seal at all joints where pipe enters or leaves a concrete structure. 0. Outlet distribution lines shall be level for a minimum of the first two feet of their length as specified in 310 CMR 15.232(3). 1 C. A Hoard of H,?alth certificate of Comp"ionce as required by 310 Ch.'R 15.021 ul he obt �in>c by contractor upon completion of work, ct. Cu tlf't`,. rDC't? (y.inc�F' I PU.N LEGEUD --99 --- EXISTINCi CONTOURS O �SEPTIC TANK -�--22 PROPOSED CONTOURS f=�1 DISTRIBUTION BOX RESERVE LEACH AREA (� TEST PIT --- `� -- WATER LINE €' BOARD OF HEALTH STAMPS BOARD OF HEALTH INSPECT103 THE APPROVAL BY THIS OFFICE REQUIRED WHEN EXCAVATED DOES NOT GUARANTEE THE EFFECTIVENESS OF ANY 1,1STALLATION ELEVATIONS MUST NOT BE OARThpOU1 H HOARD OF I,EALTH 0 EERS AS -BUILT CHANGED WITHOUT BOARD CERTIFICATION- OF HEALTH APPROVAL x �ritENT REQUIRED BOARD OF HEALTH STAMPS ram CONSTRUCTION OF THIS SEPTIC SYSTEM MUST BE COMPLETED WITH THREE3 YEARS OF THE DATE OF APPROVAL lLuqI, Ml i 2 TI himtC 1^ rZo gnied +.�.• FOr eaten t n ',err, k ilrlpool .� �-�,�:, � ►�Ni�ra_w SUBSURFACE SE1 r ERAGE �DISPOS��L SYSTE c �y CLIENTr LONG REALTY � j �zco -, > 658 ROCKDALE AVENUE ` No : ��� � NE1' BEDFORD MA 02740 {fir C3 � CLUSTER SUDDIVISICI, 07 ROLLING HILLS SUBDIVISION L®T>�7 DARTP,QUTH, HIA, r h STANa LEE AZINHEIRA, PE ENGINEERING & DESIGN SERVICES FARMERS CIRCLE DARTMOUTH, MA. 02747 • (508)997-574.7 :. DATE: 1-10 - 1� 9 <e V15 D::3- �(o-9y DWG. NO,-� �9 11 C-1 CONTACT PERSON, LEE AZII MIZIM �J 1 F I R E ST 0 'a � %1 G R 1E, 0 U I Ri E'r 0 i -:14 T Penetrations thru rated walls Can d ficom s1nall be sealed imillha a O of to thn" r'tan-'ard -,pnifi- for Fire Stv-ps AISIITA-E-614. o� FRONT ELEVATION SCALE 3/16" = V t COP —v-", sell F%, D TN,G?ECTION IS Keoulp­I".31 THE CONCRETE IS BUILDING DEPA:-1Tf-1,5N,!-I- Torm of Dartmouth .,- A111 As Built Qu- 01-1tit-ted fl-0 flie Dept. prior 1 11-tig fo a foundation insp., CtiOn or a-r-v further construe-tion. ZA RECORD PUAN, A COPY 01 ThIs plan must En, Rut D :1 I)cTir"n co'"M-44"M ell C-11 # CHRISTINE DRIVE L- SUB. LOT #7 ROLLING HILLS ESTATES ASSESSORS LOT 7-"AP 27 OWNER = LONG REALTY, YOUR DPAY.'INIG MUST CH KEPT BUILDER LONG BUILT HOMES At THE BUILDING DURING THE PROGRESS OF THIS WORK. S� BUILDING DEPARTIAENT Tit-vn of Dal-tmlkl.,!'� LEFT ELEVATION SCALE 3/16 = 1' i %z Penetrations thru rated wa'is and floors sl F .asi be sealed v ith e materio,i eap'=tb°v of preventing the to tho re : cements of the Test Standard specific for Fire Stops ASTNII- E-3 4. Nis Midi! 151 # CHRISTINE DRIVE SUB. LOT #7 ROLLING HILLS ESTATES ASSESSORS LOT 7-8 MAP 27 OWNER = LONG REALTY, INC. BUILDER = LONG BUILT HOMES YOUR, DRAY-ING MUST BE KEPT AT THE BUILDING DUPING THE QF,OGPESS OF THIS WORK. 6Uj,,_DING DE -PA T1v4E NT SONG TUrS ilti'�,PECTIGI! J8 RLOI;: E i_ t, THE CONCRETE IS FOURyD BUILDING DEPANYMiE =v7 7b',vn of Dartmot.ett) An As Built SIffvC7 T ,. st omitted to the. B,.' : Jin_g Dept. prior -to callinor a foundation inspection or any further construction. RECORD a G-pry e �"J*, Enec.° Pinn Niel � KOPt 0 Sala 67 '.!7 hnL S1 jPPING REQUIPIENIENI' Penetrations thru rated wags and floors shall be sealed With a material capable of preventing the passage of fl ames and hot �a'­cs when sub ,;eola.,'d to the r0qji-roment's of Jijo Test Sta,fdcmrd s-,a%-;-,;c for Fire Stops ASTNAI-E-8! A. Effl I;III I LLE LLM -#—CHRISTINE DRIVE RIGHT ELEVATION SUB. LOT #7 ROLLING HILLS ESTATES SCALE 3/16 =I' ASSESSORS LOT 7-8 MAP 27 OWNER = LONG REALTY, INC. —BUILDER = LONG BUILT HOMES- V TOT'll OF DRiTNIOUT F, rc E ORB PLA. A, ci"crpy 01 1 INS Erld'exsrd R5 YOM DRAWING MUST BE KEPT AT THE BUILDING DURJ,N' PROaRESS OF THIS %Ain,;jt/ BLIPLDING DEPARTMUft, Tm%,n of Nrlmouth i , SONO-TUSE, SIZE AND DEPTH 11` SPECTIION IS rSQUIFjED B -FOR,,, THE Ca%'CRETE IS POURED. BUILDING DEPAPITMENT Town of, Dartn:ml.h An As Built S3jr-7ey frrast be E T�b m itted to t hLe Building Dept. prior to calling for a foundation inspection or any further construction. FIRE STOPPING REQUIREMENT Penetrations thru rated walls and floors Shall be sealed `vith a. material Capable of preventing the fi zIT:.,S an,d hot .<:ez,'V'.'hC subjQC#C' l lr. totF �, `..S's.;>:Pe.w. .. Sf. -I e''t Ii LS.i: VLtB lA spocific for Fire Sti3ps AISTN`-E_ w," OF pPOUTH C FLh Tj copy Of This EIE310xd E5v Keg! On Site YOUM DRA -ING MUST SE KEPT FFR AT THE BUILDING DURING THE FTTJP110GREES OF TH?S WORK. ffE BUILDING DEPARTMIENT Town of Dartmouth SONO-TUQE SIZE AND DEPTH INSPECTION IS REQUIRED BEFORE THE CONCRETE IS POURED. BUILDING DEPARTMENT j Towln of Dartmouth L04t• X i64TV.T. 31E-CVC 1�,T 4 An As Built Survey rL lj-'t be S�..t�3lii�ttC�fl tiCstiaat zt u Dept. prior to calling ± flr # CHRISTINE DRIVE a, foundation inspection Or SUB. LOT #7 ROLLING HILLS ESTATES ASSESSORS LOT 7-8 MAP 27 any farther construction. OWNER = LONG REALTY, INC. BUILDER = LONG BUILT HOMES MOP LAN h Ca3'y, Of hIs Erg °gin-- 0tP1ro, Ccrztruc 2'4 7'2 cM , o , ' M r C'7 1 ' , , A Z U N 3 Q , to UCL 60 � � = Lu D <� u-0 ; c9 LL O W r O = v Q v U i r r M � CO '- �n M 7'2 14' 6'10 7' A W 3057-2 0 O C9 Z J DBL 2X10 RIM ABOVE W U " N 8" o U v C O co 12'5 16X10' DECK 6068 UH SLIDER BREAKFAST (TILE) USE (2)1 314 X 91/2 Lv HEADER & REMOVE (1 r 6068 FAMILY (CPT) 14' A A A O Z DINII DROP THESE WINDOWS =i (HD" BECAUSE OF CROSS HEAD W U CROSSHEAD N 3057-2 v v 2'4 '11-, 14'— SCALE 1 /4" = 1' "Z 13'9 6'2 318 " ..� L, 515 7'3 6'6 36 --1,— 2'8 �} 3636-2/C F 3042 3 W1830 GW3015 W1230 ® D W3330 CW2430 [0 VENTO °IN OF VARTU7 TH B18RNGE30" B15 SBU �' ` K'hF LS36\ � Ex�, (�¢c i 0 KITCHEN N c 3 0 E, Must rt Ker" on silo (TILE) o BATH LO m l 3 N a (TILE) i it CROSS HEAD 3057-2 6' 10 J 7' -47— 5' 12' 1838 1838 ��3 4'6 PE SD DBL 2X10 52'4 - USE (2)1314 X 91/2 LVL (TILE) HEADER & REMOVE (1) PLATE 4068 C.O. ALL EXTERIOR HEADERS = (2) 2X10'S EXCEPT AS NOTED, ALL INTERIOR HEADERS = (2) 2X8'S EXCEPT AS NOTED. A W A > O m 0 Q ; (2)1 314 X 91/2 LVUS O O WITHIN CEILING z ; ; LIVING w W (HDWD) U O " MODEL v DBLBOXABOVEDOOR ROLLING HILLS 7 (HDWD) 1ST FLOOR ENTRANCE TRIM S/L 2 LITE S/L CROSS HEAD 3068 6' 6' OPEN FARMER'S PORCH 12' ONO -TUBE SIZE AND DEPTH IN PECTION IS REOUIRED BEFG'f N TPE CONCRETE IS POURED. BUILDING DEPAt, i MiE r 90 TCg^:^l Of DuTtmoUt". 0i jL o0 core /I co iV N NO,, T I C F` An As iwilt Sij�vey just be ITAb pit ed to the Buis in DCpa. rTior to calling for a fogicl ation inspection of any fur Lher construction, 3057-2 1-51 7, 3� Penetrations thru rued walls and floors shall be seated with a material ca a-bie of preventing the; Rasswage of it mes and het g�4=ses when subjected to tho re urrem-m- 't of the Test Standard specific for Fire Stops AS T I14-E-814. 12' o�5a- 10-26 00 YOUPI DRAWING MUST BE KEPT AT THE BUILDING DURING THE PPDC:RESS OF THIS WWFIK. MI_DIM'SIB DEPAILIT Ms IN'T TOW11 of Dart ,,^!Wn A Lra 12'1 8'6 8-10 67 2'4 T9 21 5110 2'8 5'8 .3'2 3054 3054 3042 3042 SO C) CV 00 90 O Co 04 3054-2 71 7'- 4' 4' 7' 14' 81 SCALE 1/4'? = 1 1 36' 14' 10-26-00 N 6 CV LO 0 k 71 FRE STOPPING REOUI I MtN t penetrations thru ratevmllls and floors shall b3 Pen I -Aterial capable of preventing thP, sealed with a m, S. and 1,,ot gazzes when subjIsctO 1 C4, pa,,c�VaV Oi.�Pa C- "rec-t Stanch- d spScifiv t h , its to -o for -rk:ic ASTIMI-E-0614- F- N 17-- L An As Built SurNrey must be- s,.Ibn-jitted to the 'BuUinn Dept. prior ILO c' all r',gfor a foundation inspection or, any further construction. SONG-TueE SIZE AND DEFTH 14SPECTION IS REQUIRED BEFORE THE CONCRETE IS POURED.. BUILDING DEPARTMENT T(y,vn of Dartmwt., TOV"!E OF MURTM-OUITH RMITORD Mrs.! A copy 0! Tf-,Is Eporfr,, V %J pi'Pr, Elmst re Jdept on D �5 YOUR DRAWING MUST BE KEPT AT THE BUILDING DURIMG THE PROGRESS OF THIS WORK. :3 x0� BUILDING DEPARTMENT Ta?,-n of Dartmouth. ru rated walls and floors shall t e Penetrations th able 0f pre;ren sealed With a materia9 cap Ielted s a e Of flames and hot rssectanda d specific peas � TEst .� to the regairerriOnts Of the for Fire Stops ASTM F-614• 2'4 SUMP PIT 2X6 KNEE WALL 14'— An s �k a sI.I ; muted to the prior to cafor fii 1 - a foundation inspection or any further construction° 7' 17'10 SONG TUBE. SIZE AND DEPTH l; v PGrTION IS IaEOli1RCD B :�%s+% T1 I CO"lCRETE IS- POURED. y .:�I JILplNG DEPART Ff cNT To,.vn of Da°tmc:t�l 8'4 3038-2— _ 4m �f , " D �a .ate F� X p ?�: 0 —11'10 17'10 6'----1 ——3038-- — 4'4 YOUfI DRAY,'ING MUST BE KEPT AT THE BUILDING DURING THE PROGRESS OF THIS b,'ORK. BUILDING DEPAPMVEAjq T - n c '''uric, 0t!*.'•1 ' — 4'6 5' 4'143u'6 g . (3) 2X8 HEADER & DROP 3'4" 2X6 KNEE WALL (3) 2X6 HEADER REMOVE (1) PLATE ' n I DROP 310 ^ I �I— N (3) 2X4 HEADER DBL USE (2) 2X12 HEADER EL I I BOX ABOVE & HANG WALLS & CEILINGS OF T.O.F. 117.42 & PAD DOWN 1 1/2" , FLOOR JOISTS GARAGE TO BE COVERED I 2X6 KNEE WALL , ,11 GRADE 115 14' — ;— DBL 2X10 RIM " I I i .BOILER I I I I I� <<<2X10 FLOOR JOISTS>>> 2'4 FOUNDATION WALLS 3000 PSI WITH 5/8 TYPE X FIRECODE , , 00 FOOTINGS 16" X 10" O SHEETROCK ( 0 co LL HD N DROP SLAB 4" (2)1 3/4 X 91/2 LVUS TOO v w I Cov I I I I � Q p I I I I L1- d M 14' I I 14' m — II W10x19 BEAM 39'-9' I I 2X6 P.T. SILL ON TOP OF BEAM �' 6X6 POST `-------------------------------------------- -------------- -------------------------� --- -- ------ ----„ --- -mot ------ --------------- I 1 4" LOLLY COLUMN I J 36"X36"X12" COLUMN PADS I I_ n 31/2" LOLLY COLUMNS W10X19 BEAM 1T6" co (2)1 314 X 91/2 LVUSI DROP 3'10" 0 I I 7 I It 0 90 I m DROP 3'6" DROP 8" OJ LL HD = LEC I OIL TANK ; I POCKET FULL WIDTH OF WALL 9" X 5" DEEP N O 00 I m fO DBL 2X6 SILL (1) P.T. & (1) K.D. ` — — — — — — — UP — — — — — — — 6" FORM 3'9" BELOW MODEL T.O.F. TO INVERT I USE (2) 2X12 HEADER & PAD DOW,11/2" N PERIMETER DRAIN sD ROLLING HILLS 7 O 1 et I I 0" - 3/4" STONE � — — � �-- FOUNDATION I 1 4" CONCRETE SLAB NOT TO SCALE71 I 10-26-00 14' �I 17'10 �I 17'10 4'4 V N M 56'4 60 - 2'4 SCALE 3/16" = 1' 2' 14' 12'2 j 11'8 10-26-00 11'10 YOU.' � DRAWING MUST BE KEPT AY THE BUILDING DURING THE PfrIOGRESS OF TH?S WORK. BUILDING DEPARTMD- JT Town of Dartmoi,- `, SOM r A1'' �e cope fli' Fir., a Iten1 or site CcnetrucliGn SONO-TUNE SIZE AND DEPTIH" JIMPECT1ON 1S REQUIRED Bs �Clts THE CONCRETE IS POURED. BUILDING DEPAPTr,!jENT Town of Dar!mc.s�t } 01"IC E-1 io " An As Built Slj-,, r cy must lac tv,4 rnitted to the Building Dept. prior to calling for a foundation inspection or any farther construction,. t L bLla IEx VO)--' 4 Dr,%AAN 3 MST SE KEEPT AT THE BUILDING DURING THE PROGRESS OF THIS WORK. BUILDING DEPARTMENT TQ' fn of Dartmouth, d7 cq z Id 51 a- 1,4 0 �j 1-7 IL 0 d7 C9 V7 Lrj U.1 Ckl 0 0 00 0 H Lai cn C) P--A = 00 0— CS il In 3-1�; (I IA-2 0 CZ C1- 0e, Ld Gi 1-- ut � Z P, (r b-4 to Cr 4 C, -7 < 0 CL >< tT z X > ii 0 z t-4 U7 0 QT 0 ri 0 0 W tv� C- 4 )-4 d) z 1-4 X ,J IN An As Bluilt Survev i- , rnu t CT� _bmitted to the 13uil"ilng; Dept. prior to calling f1br a foundation inspection ol any further construction. \FIRE STOPPING REQUIREiVENT. I $<ations thru rated wails and floors shr,11 :-i d with a material canpable of prevenfin,- Tee of flames and hot gorses when s4i' \!'t,qj,-rems-nts Of A—,Aost Standard 'e Stops ASTMI-E-814. zC0 Ul Cr 0 bc 0 0 >e two LU 0 X xXU = I',,-j-;,PECTION IS REQUIRED THE CONCRETE is POVIIED. BUILDING DEPART W� NT Ta,vn of Dartmouth YOIJn DPAWING MUST BE KEPT AT THEMILDING DURING THE PROWESS OF THIS WORK BUILDING DCPAP-T�-,!ENT TOTIN'01- FIECCORD PUT r- 4 Coy 0 f T h 1 r. Ero —,;^ J, Mr, B,,—; IK'Ear3t Car, '034�jR 1) zte aD 015 t k . �')_ -- - .-- �iy -- - -- -- - - rl ---- tP t` i Q. Q` -- — —-- - '� `� J-s` �' — -- -- — ~ a -� to L _- - - -- -�-►E S a �,.��s�cor� droll i� penetrt►or� ihru- ruts /,�'}� y� ,.` G^ a�!e of pre eating- the " : �� 1 lv�•.',. ;�4_iai i r,�.,'te�a"33 �-�i•' y ,, t },,, i` to d ZA_(`_ ` ��)\ _` '� �• �t �}�+ ''j P. /�'i{�¢t i,A Ji GGti {'tJLl:za+'2a.'}+✓%}•sgy [+ ya �4t�7c"R `F3 _a il9 4� '1 , i� �L•Cl Standard sPSC'�74! _ E-814. �.' �.� }Q �_ foj Fire Stop_- •�S -�v- "1 BUILDING DURING AT THE H!S MIRK. _ �. I--• ---' ,,._, - �� � � --•� ' • - ILDWO DEPARTMENT -6 ' - ---- - , Ta m oT C7rTrTh 6e, �a � 9� a � 2 � � �-: tea- ��- -- � • � � � �. ,�� .�. aw �� � ���� ----< --� oq -� ----�------�------------ �S--a--�---- --� -- — ham. ;M: — —=�- �, ,-� D�tir.�►�� �---------- -__ '--- Qs-- 'R .p ' - go!alO.TUef SIZE AND t.Lt tt i -- - -- - ------ - - — -- �- -- - -- -- X - - --— - — �__— �N IS REQUIREDo^ .-- o \ Town 1►0� \11� Qt Is - - - - - ' - - -- -4N i vj� to Are As puiit. Survey must be Dept. prior to calling for a or ••tt++ 2y-� all y. 4 DPAWIN(I MUST E KEPT U_:, ON THE BUILDING , � • �V G iSUR..t. 1G THE Pi"Y, POWSa 02 g'XplOn Sca€� UtvQ1�t^ Q P RTtt�4ErJT f' c� i%z t� =ask< ; s $ Di ff �►oti3it Tos,n of Qartr�aat h ..:b3 a f pept. prior to calling for _ a foundation inspection or Y any further construction.` a- o U Joe J _ THE CONC ,E`2 I i'JI r I" i t ::;; t-U, L �0. -BUILDING DFrMNA y Twin of Q3t1oulh u; — o Cil dIS J �, yr �-' `'� z Q• a I\ Irl 0 o y t _ . V. d lsod „�x„ ,c t• t - r i'i Z 4 CO I� cc cy w z +� p1 ' v 7�� LY LO CL- � x z ' -VA A 3 N-} 9 x— cry o, c od 2 �� ✓ � ten! FIDE STOPPING REQUIREMENT Penetrations thru rated walls and floor's shall be sealed .mth 0, matedal capable of preventing the Passage of flarnes and hot ga4ses When subjected to the ry jir;?ments of t€ o Test Sta.;dard spcecifflc for Fire Mops ASTM-E-8 i 4. (\J vH l 0. 0; oco'(-0; t ooa�l°iIt j= I � 4 ��� c0'cfJ' :i H Co to 00100' o0!�b `0 cO 00 o0:O,CO ;0 r xj,�+ X x x x � x 3 LLI�I`�!Nlc�ti�Ic�! ctl nl n! �,j c\11 i . ct N of tV Oj C N°N�Rf � 1 : I Ld I `L l'Ij(� C9 jC- COCOO J t1 CQ I i :._.. !:: - -- u- _ :- — V' LL x A ! pI 0 .O, C) nl cJ — c� (TYPICAL )0 FT. X I ?,FT R T- DICK) - i / ,• t , .fin AS Bulk V� Ir S r � t I � u� i%c I'st be - i 0 the + - t I V a Foundation inspcctiOn ' or t t any Further construction. t I Ld I t ! SONo-TUEE SIZE A i ! 3 . Town of Dartmouth i T - ----L i aiziu tru raffia walos and floors shall be sealed with a material capable of preventing the passage of flame, and hot asses when subjected ! f g I to the req itrements of the Test Standard specific iv e StoosARTM-J-= STP,IRS TO LOCATF-1? rY O',„XVF, j s i \ i I i ! I IIt OVERHAt1(; ; zL" _ zx a`\ t M I _ IC Ii��-- 2XZ" 6RlUST�RS M i I 2'x q" ToP goTT© M � iLS RAILS Sr-TBRCK IYet' FRO M PaST OV ER H J � 3 S,IMP501''1 H2.5 HURRICMIr- TITS 5TMFSoN LPC4 CAPS ,N CSF CT'I 0 N A -A ) SCALE 1" ITT. INsTA' L FLAS''4INC, I a 3/e'X 5" LAC, So►_T 5 IG" o.C, J,31 ST ' " "� rl,�.F RS AT �' E BUILDING DURING THE '� �►�� ���� Fr',�JGr, -SS OF THIS V1C1RI!. a xa > t or, Silo, BUILDING DCPARTME.N7, Dcrim CCnS-1rUf-'UO3i . Tc+ym of _m�