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BP-38380RESIDENTIAL RESIDENTIAL 1. Date plan reviewed: 2. DENIED (see project review worksheet): 3. HOLD � - reason: 4. HOLD subject to Zoning Board Comments: Inspector's Signature: Applicant informed Comments: [jC Date: V— x Total Permit Fee: $ /I_I Less Application Fee: $ 25.00 TOTAL FEE: � D� Gross Area - New Construction total sq. ft. 1 G/ross ea - Alteration total sq. ft. ..�.�y�2� �'/ /fZ+`� �✓L _sl�'���% / (! 21c� �4r_ 9 .1 q6 Date: 4 60 Remaining Balance: $. 0 FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE CAbldg.forms\Bldgapp.res.wpd Page 4 Rev. January 2005 C:\b1d.g.forms\B1dgapp.res.wpd Page 1 Rm. January 2005 RESIDENTIAL .. rA,., 2.1 Ownerof Record: Name (print) Contact Address Phone Number 2.2 Authorized Agent: Name (print) Contact Address Phone Number �`.�..� 9 _.✓, a 'P 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name Registration Number (if none, state "none") Address Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 Owners Name (print) Sienatur < 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 ofbuildings 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. 11you are a lying un er this sec 'o f below: ignature: Ala Your signatur Carrie certain responsibilities, including but not necessarily limited to, general liability RESIDENTIAL NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Constructiorn Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) 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: FZI yes ❑ n 0 ❑ new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woodlstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demoilition (shed/garage) no. of windows_ doors_ (specify below): (specify bbelow): * If new construction, please complete the following: Single Family: no. of bedrooms no. of bath Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): '�, ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hot Water: Gas Electric Fuel Oil Other Brief Description of Proposed Work: -� 2 0.17t,x S1A7C-_)KA,4 C Item Estimated Cost ($) to be completed by permit applicant 5. Total = (1 + 2 + 3 + 4) I -Estimated Total 1 Z $ L// / ) � U U 1 (please print) I, , as Owner of the subject property hereby authorize to act on my behalfV 11 t s relative to work authorized by this building permit application. Signature of Ownei Date :'6n6theoregoing application are the pains and pem Si n ture o Owner/Authorized , as Owner/Authorized Agent hereby declare that the statements and information and accurate, to the best of my knowledge and belief of perjury. C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 2005 C:\bldg.forms\Bldgapp.res.wpd Page 3 Rev:. January 2005 BENCHMARK _ CATCH -BASIN - - RIM=54.87 Q _ . a Q?Q aj rn �' �G-- _ - - -- JAZ nj -- Qp c _3ssr 4x 6.9(i 40 _ r O 6" CELLAR DRAIN DISCHARGE TO GRADE_ f- n vi, EXISTING An nagansa "ry Area Recreau., Am Cj SITE LEGEND NEW DESCRIPTION BASELINE T) --�----- CENTERLINE (LAYOT) — D D STORM DRAIN --FD------- -------FD------- R001INGDRA|N --FM FM RJRCBWA|N --- C -------- -------- G-------- GAS --0HYV------- -------OHVy------ OVERHEAD W0RE --PL-----_- --------pL------- PROPERTY LINE — 3 -------- — S SANITARY SEWER --w WATER 0 DRAIN MANHOLE 0WM - _ FLARED END STRUCTURE ' .E^ '` '`' ' � .^� ` �. ' ~ ��'- z~ SEWER MANHOLE ' 0NH _-- [] CCB ,' -�--CATCH BASIN_/ CR/DC1 DOUBLE CRATE CATCH BASIN WATER SERVICE UTILITY POLE CTBc� ' C|U CONCRETE THRUST BLOCK 'rJ� �� ^9� FIRE HYDRANT HyD GATE VALVE AND CURB BOX SV GV .gL TLAND WETLAND FFE. RN�N FLOOR ELEVATION (FIRST ' FLOOR) ' INK INVERT ELEVATIONTDN' INV. 1$- BORING LOCATION f$�z �� TEST PIT LOCATION TP C.T.E. POINT OF CONNECTION TO EXISTING E.T.R. EXISTING TO REMAIN ��K�N�K� N���~�K��� «����UnN��������~ NOTES ���� 1. REFER TO SURVEY PLAN AND OVERALL STREETS AND UTILITIES PLAN PREPARED BYS|TEC, INC. DATED 5/17/01.LAST REVISED ON9/26/02 FOR TOPOGRAPHIC AND UTILITY INFORMATION. 2. CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO LAYOUT ON THE GROUND ALL NEW ELEMENTS OF WORK. THE NEW WORK IS TO BE COMPL[T[D, MARKED, AND LAID OUT ON THE GROUND' RENEWED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IF ANY WORK IS INSTALLED PRIOR TO THE ABOVE REQUIREMENT BEING WET, AND IF THE WORK IS NOT SATISFACTORY |N LAYOUT TO THE ARCHITECT, CONTRACTOR SHALL REPLACE THE WORK ATNDCOST, 3. PRIOR TO ANY EXCAVATION, IN ADDITION TO "DIG SAFE", NOTIFY APPROPRIATE UTILITY COMPANY OR AUTHORITY TO VERIFY EXACT DEPTH AND LOCATION OF UNDERGROUND UTIL|TIE3, LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT UTILITIES IN THE FIELD WHETHER OR NOT SHOWN ON THE DRAWINGS. 4. REFER TO THE SPECIFICATIONS. IN ADDITION TO THOSE REQU|REMEN7S, SITE PREPARATION SHALL ALSO INCLUDE THE FOLLOWING,, A. IN THE COURSE Of INSTALLING THE UNDERGROUND UTILITIES, REMOVE ANY ABANDONED FOUNDATION, UTIL|TYSTRUCTURC5. ETC.' ENCOUNTERED WHICH INTERFERE WITH THE UTILITY WORK. ALL SUCH STRUCTURESSHALL BE COMPLETELY REMOVED AND SHALL BE BACKRLLED WITH GRAVEL COMPACTED IN 9° LIFTS TO 957- COMPACTION TO 6" BELOW THE BOTTOM OF THE PIPE AND UTILITY. B. IF DURING EXCAVATION THE TRENCH WIDTH EXCEEDS THE SUM OF THE PIPE O.D. PLUS 2'-0", PLACE AND COMPACT THE FILL TO 12^ ABOVE THE PIPE AND RE -EXCAVATE TO REQUIRED GRADES. 5. ALL U11L|TYWORK SHALL BE PERFORMED IN ACCORDANCE WITH TOWN OF DARTM0UTH DPW SPECIFICATIONS. 6. SEWER FORCE MAIN SHA|L BE INSTALLED AT MINIMUM 10' HORIZONTAL SEPARATION FROM ANY PROPOSED OR EXISTING WATER L|NES, 7. WHENEVER SEWER LINES MUST CROSS WATER LINES THE 3[V0ER SHALL BE INSTALLED 3O THAT THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. W`HER[ 10 INCH VERTICAL SEPARATION &; 10 FEET HORIZONTAL SEPARATION CAN NOT BE MET AT WATER AND SEWER CROSSINGS, BOTH THE WATER AND SEWER PIPE SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT -LINED DUCTILE IRON PIPE FOR A DISTANCE Or 10 FEET ON EACH SIDE OF CROSSING. BOTH PIPES SHALL BE PRESSURE TESTED BY AN APPROVED METHOD TO ASSURE VYATERTIGHTNESS, _ - 1-1/2 FORCE GENCHMAR CATCH BASIN- dol LOT 81,857 SF co l..88 ACRES - ~ / 46 i-1/4 4-Ump 48 DISCHARGE 40 4.4 6" CELLAR DRAIN DISCHARGE TO GRAI . ' ' - 4 LOW PRESSURE GRINDER PUMP STATION/ jry 86,618 SF /1.85 ACRES LA BUILDING SETIRACK MAP 35 ITE PLAN 0 21 RDRAILl'*@ TOP 16F SLOPE . . '------' vi 00 Zoo (30000 / ��U�~�� SITE �� STATISTICS 1. LOCUS IS SUBDIVISION LOT 5 MASTHEAD SUBDIVISION, MASTHEAD LANE Cn `-�----_ 2. ZONING IS SINGLE RESIDENCE -A r1l ... 3. FLOOD ZONE MAP: COMMUNITY PANEL 250051 0019 ZONE C. LAST REVISED 3-1985 Ld 3. AQUIFER ZON[=D ` —REQUIRED PROVIDED u���' \` - LOT AREA 80`000 u.f. 86,618 o.f. \ - FRONTAGE 200.08 ft. 200.00 ft. ` \ - FRONT SETBACK 60.08 ft. 65.00 ft. - 0D[ SETBACK 20.00 ft. 38.08 ft. � - REAR SETBACK 20.00 ft. 240.00 ft. SITE LOT COVERAGE �ALLOWED - % LOT COVERAGE 50% 6.3% HOUSE 2.700 o.f^ (FOOTPRINT) BIT. CONC. DRIVE 2,100 s.t DECK 665 a.[ TOTAL 5,485 m.[ ' FED FILE CL co 20 GRAPHIC SCALE C FT Ld IN FEET Cl 1 9'. 9 MWA-L0KXE`rA1N1NG WALL VCRSA-LOK, RETAINING WALL j,'01 12. 40 28'-8 W 57-5 W q-5 1/4?' 2'-10" 20-1010 19-10 V2, 4!-410 4!-4 W 7-2 Ble 7-2 We 2482 24M r--------------------------------------------------------------------- t? D1, IL 504OUBE FORMED ----------------- - CON C PIER To,.r-Lr BaCyjV DEPRESS SLAB f-Cr GRADE - 7)T7CAL SLAB CONSTRUCTION 13ELOW.17-AVE ------ cD ------------------ --------------- & DLWB TO BE VERIFIED 4?CONa 6LA5 ON 6 MIL Pay IN FIELD W1 MVAPOR BARM 60 COMPACTED A-004 r ------- i GRAVEL r— — — — — — — — — — — — — — — — — — — — — 7 — — — — — — — — — — — — — --- — — — — - 60 Ch4U ff 7/6' LPI 2OX 0 t? Oa DEPRESS 6LA13 f-Cr BELOW GRADE iz-9n to Z-07 CONS. I cq FOOTINGo 0" '7-2n 7_04 t 4'-6 9-4P 1W PER Fr. P77M,S)LO r------------- vt L -------- - W- x 11 MW LW_ 5 VZ x 11 V4." L L ---------- 4P L DEEP 1 it BEAM POCKET Am POCKET Ld V-51TY DC MN THREE CAR GMAOE w cq DEPRE-66 SLABf-O' MFICAL) 2X4 BEARING WALL BELOW GRADE Sly CZNOTKUC170N 1 C1 W1 20r X 100 F0071NG' 4" COW- ELAS ON 6 MIL POLY .0WLVt VAPOR BARVER & 60 COMPACTED 1 1 r Vw COW WALL WIZO KnWAY GR*n INTO 20r WIDE X Xr DEEP CONT. CONC FOOTING - TYPICAL PROVIDE BA50 FIRECOD9 'W. BD ON ALL WALL6, CEnING-5 AND BF-W6 W LEDGER LA&C EP TO HOUR WED f 3AW; JUST W1 Ni. A DIA. 117/430 LPI 2OX C 1920 0.0 1 I LAG 6CRE%5 c 2i,!!xr_ 14 -20 6 -5P If W PER FT. FM StAs 15 WX9 W-L� j : .3 W- X.9 W LVi E) DEPRE66 _C4,Ao f-0- W P.T_ LEDGER LAGGED 70 BAND OaCIWGRAVE L ----------------------------- 500 r)A LAO SCREIVS 0 2e 04 "STW 4' DEEP W" P=ET ---------------------- DIA. 671 LALLEYCOLUMN (MCAL) — ',Zoo Je- 04 - 20 DUL SON0V13E F"EP COW POZ TO 4'_0',pa0W L --- - -------------------------------- 10 11 Wo LP! ZOX 0 1920 0.r_ 40 DEEP ------------------------- 4PDED' ---------------------- --- BEM POCKF7 --------------------------- r --- BEM E POCKT 7,1 5 V20X9 120LVL 20 DIA. 60% BE FORMEDCONC PER 70 *00 Bnow -------------------------------- 6 ZADE - TiPICAL ZQ5 0 Jem 0.r_ iD - - - - - - - - - - - - - PRESWRE 7REA7ED -------------------------- - 4' DEEP 4FDEEP - BEAM POCKET FOUNDATION PLAN wALE- imp = -m7 0 4 FT 24!-Om mm POCKET CS`� " 1D l yx LS f, MAU j-00 5,RMOUTH' 10 BF_'e11)GE 0ARTMOUTH, e"27483 tx ,LOUNT - BENN= aCH=TS - LAdL 37 N. Bloswm Syeel�ff` &st Provlobv.- Ta-* (401) 431-ZP2 FAX: NOV 4W-9W e-mll: info@bbaltofCa7r www&a1tol.com Ma7bffs AIA 7erma CW2 INSY KKR (w BY am E. 02/=6 TOW U An.As Bviflt Stnrvc�T must 1- Dept. priolp" C,Iying for " a found'-dop- illsp,-ction or any further constructiaiL 02005 BLOUff MtETT AAMITEC 7s, PD. BONO-TUeE SIZE AND riFPTH INSPECTION IS REOURCID iaEFORE THE CONCRETE IS POUPED. MILIPWIG oEPART&��:w TOM, d Dff YOUR DRAWING MUST Vi KgrT OF 1 FS� AT THE BUILDING DURIW THE PMMFMSS OF THIS WORK. L4.qLDM DEpAFnVE,,T lbw" ei I)artnoLon 70"Ml On Oplavou"T14 -M-c0m) rwil A COPY Of Th.'s Endormd Plan Must 81 �4jn. U, Durl rz, 6-5 V4F F S_ X r_,:r IL floon, b cal'.rbli", ef preve to the mlqu-, of tho Test Stand aA for F i r e- S ,r, -3 A S T,"- s'; E - 8, 14. FOUNDAVON N07E3: i FOUWA*11014 DESIGN BASED ON A MINIMUM 601 BEARING CAPACITY OF 4." POUNDS/ Sa FT. P- MVD= SHALL REACH A 2& DAY COMPRES6VE 67RDIGM OF: 3," POUND61 6a IM a GENERAL CONTRACTOR SHALL VERIFY ALL D14MV51ONa ANY DIS=ANCIES, INCONS15MWES, SHALL BE KEPOR= PRIOR TO PROCEEDING MIH KURK 4- PROVIDE tV DIA. X 10" LONG ANCHOR Ba75: 4!-Ow 0.r- & r-0- AT CORMT5 Ex FROWDE A PERIMETER SILL SEAL UNDER 2X6 P.T -c4U- LU LLI Z" uz! C, iu o U_ Q,q3n �j 2/1-4/20C- M FILE CGrY ]BLOUNT - BENNErr ARCHITECTS - LtcL 37 N. Blossom Street East Providence Mode Island 02914 rB--* (401) 431-1922 FAX: MOV 431-9066 e-mail: info&0altdcom WWW-160MCOM Members AIA FROLEcrNo. DRAWN BY OR aECKM BY OAS DAM IMW 021HX6 )ENS" No PG OFO .FIRE STOPPING REQUIREMEE,► T yIry Pe. .rations thru rated waNs carid floors se led with a malcJal c"apable of prey E sting pat eage of flames and hot gassy-3 when , Mectec, to, i he requirements of the Test Stani br e StWo ASTM-E-814. IC -Ell U. Ail As Built Survcy raustbic is z tcd to t'L,,c 13-x1din,7. LU 1 Dept. prior to calh-ing for a foundation inspection of any further construction. L U -Torin v TO Mcc D PLAN A COY Of TWs Ertdcaim FIV) rjust nLpk IKept On 0,.tLv "T r'— AT THE 15t1ILDING DUIRINO THE PF,0QMSS OF TMS WORK, r-*=ING DEPAMV!-:Mr M, o Denniii 4i� CONO-TUSE SIZE AND DEFT! IM-VECTM is FIEWRED BEFORE THE CONCRETE M POURED. DEPARTMENT Q) M-DEPARTMENTC Lul r-VM d Der"ouM 1L 47 SHIFT No. AE 2/14/2005 0 i HOW FLOOR PLAN SCAM 1/4° -10-0' 0 4 FT OWE err NNOTICE An As 1311iit St ry y xa7�;St ►s� site" ga t€ d to the EaiFidin , Dept. prior to cabin fog _ a foundation inspection or rnT further conrtruction. Torli V I"'ITMUTH RECORD ►! A Cepy 01 Tt s Errs --d Plan Llast C€ Kept On Nta Dnri cr- U-.tiC► a aZ� AT THE WILDING OUPRING THE POQr-M—SS OF THIS YNDM R,UILDWG DEPARTMENT CONO-TUES SIZE AM DEPTH I?"?ECTION M REQUIRED BEFORE THE CONCRETE IS POURED. �"'_altLD MO DEPARTMENT d Der"Ot!In E STOPP1N!g REQUIREMENT Pc"-mtions thru rated walls and floors Owl be seO-'!,-**d with a material capable of preventing the Paw' of flames and trot gasses when subjected to tho+ requirements of the Test SUU drd rnz,:':c br RM ftpo ASTM-E-814. BLOUNT . BENNETT ARCHITECTS • Ltd. 11 37 N. E4ossorn S#mt East ce Rhode ter, W 02914 a/l •/ / •/i �, 'III. I ♦• WWW. 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Ir�rinn/1111>1r�1/r�1�i/r�llll�Ir■��/1�r��tl1/��It•CAI/I■■IIO_■�/�����■I/��IIl1�/Ir/��/tIA�/1111/����/���II1��It�1�11���i1� �r�� �/� ROOFING NOTMC2o PROVIDE FIBERGLASS REINFORCED BITUTHENE ROOFING UNDERLAYMENT ALONG EAVES m 3'-0" WIDE (UP SLOPE) ALONG CHEEKS (W ALONG ROOF & UP SIDEWALLS) VALLEYS (le EACH 51DE) IL W �i r Ail NOTICE 41: t : ,.rrr e d* r44t be t`'. &21 t L � to tzl �€.��i_��fia� Dept. prior to calling for a foundation inspection or r-17 furtt>er corAgruction. ter'= r .T me U c0Y G" Tids, Eae and Plan iF !tl t 0 Kept O'n'eite Derl. _ to 1'+DUft D .' 'dz'•W ITT V- 0C."yT AT THE WILDING DURING THE PI^AQRESS OF THIS WOf4lC. r-J►'.,J3M DEPARTI -tff M �.f"� CONO-7 3 2E #F.0 VVTM THE CO"CF r-!TE IS MUAED 'JiLD" :t3 DEPARTMENT FIRE STOPPING REQUIREMENT Pc:r.m-tions thru rated walls and floors wit be ser-led with a material capnble of Preventing tip pass -age of filarnas and not gasses when subjecifted to t" requirements of thQ Test Standerd rpecrx br Fee. Sippo ASTM-E-814. LINE OF ICE& WATER SHIELD \ STORAGE LEVEL ELEV_ (+)S'-a VZ ALUM. GUTTER o 1 J fig!• OF LU r Z V Ei C .4 LLU 04 CisLU 3 Z 0 a tII) O V O CS) < 10 � m O 'C s>I�rrua ..-....._.._._._ _.....__ _ L - - - - - - - - - - r— — — — — — — — — — — — — — — — — — — — — — _ - __-_-----_- _______________°___-_____--___J D 4FT L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATON 211-'r2005 BLOUNT - $ENNfi7[T ASPHALT SHINGLES — "CAL) 8 �- RIDGEVENT (TYPICAL) \ t2\ \ 8 ` \ ------------------ ROOFING NOTE6a PROVIDE FI5ERGLk REINFORCED 1311U7HENE ROOFING UNDERLAWENT ALONG EAVES 0 3'-0" WPE (UP 5LOPE) ALONG CHEEK5 (W ALONG ROOF & UP 51DEWALL9) VALLEYS (18" EACH NNE) LINE OF ICE & WATER - SHIELD ALUMINUM : , I ...I GUTTER OR SECOND FLOPLATE - ELEV: (+)IW-13/4" , _ IF I 4 i� STOPPINGC�U6�1�dT -1XB CORNER BOARDS TYPICAL I I f' ' L l + i ' P&cMW tns thru ratod %Rlt;S and floors s;A bF CEDAR SHINGLES , uV ' �i�id ittl a mat+�Nt;�l c3pF�'d of preventing tht. 5 We EXPOSURE I' 1)4 of flarnes and loot gasses when stilt ' ►;.ih,!, requirements of thlg Test St.^ ni c�:"'"'" x 1 ***T- tt:M A.A.-E-Ct4. 4 SECOND FLOOR LEVEL AN, 1, - - ELEV.: (+)i0'-13/4' 1, J STORAGE LEVEL CONO•TUVE SIZE AND DEPTH IK"^LCTm w PIEOUIRED BEFCa!E ELEV- (+)^8 1/2" _,i_ THE COSICRETE IS POURED. rt 1=1 DEPARTMENT ALUMINUM GUTTER dD i, � :, fSUILDINGRtTlti Alt TME "Unalc SS OF MID . 2852 90,50 9080 9080 I' s W/ TRANSOM W/ TRANSOM FIRST FLOOR LEVEL W/ TRH NSOMELEV- ' i I I I I I I I _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ 1. _ _ _ _ _ _ — _ _ _ _ — _ _ _ _ _ _ _ _ _ I _ _ _ __ _ _ _ _ _ _ _ _ 1 I - I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ - - _ _ _ _ _ fi 1 I` - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I ' I - - ---1 - - --------------------1, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T — - r�- - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - �' - - - - - - - - - - - - - - - - - - - - - - - - - _ J ----------------------------- RICH-r 61DE ELEVATION AE4M to to :NT FLOOR LFYEik ELEV-- (-)6-5 tO . RIDGEVENT — IlAlir �r■o.ww.�rw■w■�w�.�■■■��.r■.w Irlll/IrIn111�/1111/�Irll InSirir. /fr>ttpl 1��11 1/11IIII�IIS�IIIINIIr1111111�111C� 1111/.�IR1��/I�f�W IIIIrAA1�1�i�1��A1111r�A1/1/A1 ��r���r��q�ll•1��1 � ml/��' ��//1�1/�li�l�l/�111/1�1��1�I •�tAC�� •- i/�1\iir/i�l/I.�i1�1\i���i� lnngri�� � 11ch be Ai _ yjospecdet, fix" ©2005 BLOl1JT BMETT AR7ilT£ CM L � p > l A "PY w This NO. Pin tst Be KePt 00o y E OF FILE C10I WoOlIlly nF-r**FA-,COND FLOOR nmarm.rrr.r�wi/riin��t�■rrr�.�wC.�r. �_ i 11111"11111 11/r1�11r1111111N111�/Ilrl�ll�l[ ■����■��'�Ir�Ai11r�����r��rrr����r11CWPM 11.1..1 FIn'lloa■■.■ 11111111101 Ml�ttnlEN ANNEX11�1��1 . 1//AID Ilr�ll Ir1.�i1� 1.1.1 /JAI NINO11 CEDAR SHINGLES fi 12' E�05UtZE SECOND nox L1.VEL ELEv_ (+)10'-13/4° 9 LU W ze- zLLI GRADE (TYPICAL) = I � LLJ -- I - L BASEMENT FLOO64=NO. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- --— - - - - - - - - - - - .>LhTS1DEL(� �V __ ____ _ _ _ _ _ _ - - _____________ __—_______—_—_—____ _ _ _ 0 — _ _ — — _ _ — _ — J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ — _ _ _ _ _ _ _ _ _ — _ _ _ _ _ — — _ — _ —__-u•W AE $ 0 4FT � a 2/14/2005 f ' i11C1.ri11 t51.,1 �l Li®. q 37 A Blossom Street East Provlderve Rode Island 02914 TEL (4011431-1J22 FAX: (409 431-9W email-, intoRta/tdcan www.t GAO'cbm Merribers AIA _ 9 �a,Fcr No. 0602 12 ,, 8 eor�a� Tus�z� AND DEPTH td'PEC'TlON IS fREQU1RED AFORE DRAKN BY KWX THE CONCRETE IS POURED. S1iLD",.`�fl DEr'ARTMENTECO a� sY oAe tI PY DATE ,S8UED Mmm T� Cif Dertrout1 i i. 1PFYISIOIVS � I A7 THE euizDiH>3 DURING THE RESS OF THIS WORK. NOTICE f4Jn&-PIT DEPAR-- ali 1 e� I An � s .MiEt purvey, rmis- be --d to tile Buildirg II I. Dept. prior to calling fa-r . y R-30 BLANKET INSULATION Tor!!! - �TC,m 21bundation inspection or i Plan Must Be �et OOOQQQQQQQOOOPO 00000000000000000 poopoQQQQQQQQQQQ l +� � Me// DurrI 1 SECOND FLOOR PLPM — ELEV-- (+)18-1 51V' I I i is TYPICAL EXTERIORWALL CONSTRUCTION WHITE CEDAR SHINGLE' (512" EXPOSURE) 7/16" OSB EXTERIOR SHEATHING 2X4 STUD 0 16" O.C. R-11 INSULATION W/ PAPER FACE { OR 4 MIL PVC VAPOR BARRIER CLOD MAa7ER 5EDROOM 4 -1 514" X 1171W LVL'S —— — �• o77, �o • O • O t F!M STOPPING REQt/IREI4'IENT Potions thru rated weals and floors 81w-11 br eealOd with a materi I MP2, ble of preventing tl-w Ras=IMP of flamas and hot gasses when sulb�- to the rettulyr+ents of the Test KIcni r b7 FL-3S', ASTM-E-014. �... b ao 5-71/2" FACE OF SHEATHING FACE OF 6' UD 2-13/4•'.n �, X 117/8 LVL S ,� 12 l640� q. SECOND FLOOR LEVS ELEV-- (+)10-13/4' ©2005 FLOCK JOIST M 016" O.C- PORCH PLATE HEIGHT BLOWT BBOE►T A9M►Tcrs, Lpz ELEV- (+)9 -51F' .t4tEDURn. MORNING R 1X4 DECKING I FLOOR JOIST W P.T. FRAMING oa FIRST FLOOR LE 'L ELEV.- (+ U. LU W J , c3i1 Z Uj � � 31/2 X 9 V2 LVL �. y o JOIST HANGERS O' 31/2" 511. LALLY COLUMN 2' RIGID I I INSULATION Jib 10" FOUNDATION oa WALL 4" REINFORCED O CONCRETE SLAB 'o Q, • _ _ ASEMENT FLOOR LEV��- LL' B a o oa o oa ELEV-. (-)V-5 IJ5 Uj10 1v O Op wJ r h z CONNECTION OF OASE PLATE & CAP PLATE FOR CM- COLUMNS h 15 TO OCCUR 0 UNDEVIDE OF J015T (TYPICAL AT 5TL. COLUMN LOCATIONS) now TICE An As Built Suri7ev be ----Lttcd to the LWIdlin" Dept. prior to caking for a foundation inspection' or My further const _ SECOND FLOOR PLAT': ELEV- (+)16-13/,' F1 EVENT p t,,rations thru ratod wzaljs and floors sIW be sealed with a Matey iea capable of preventing tfe. p mea of flames and hot gasses when subj= b b the'requ rcments of the Test Stexi&rd f:j Ft7* St" IV.-E-014. 5/8" ROOF SHEATHING 2XVS AT 16" O.C. SECOND FLOOR LEVEL ELEV.: (+)10'-13/4" PORCH PLATE HEIGHT ELEV- (+)9'-312" FIR5T FLOOR li ELEV- (+)I ° •�� _ BASEMENT FLOOR LEVEL. < LU tU ELEV.: (-)8'-5 VZ o a. z z o•� J p } BUILDING 6E CSHEETNo { i SCALE: 'V2" T-0" 'A E 5 0;'o 2`4 ,0 12 4FT 1 2/14/2005 Y�� L - J z Q BUILDING 6E Cal ON .�f7� I IYtJ ON3 AE5u* SCAM U2" a f-O" 0 2 4 FT 2/14/2009 ,DORM�I=R ?L.ATt ELEV.: (+)17-0 ' ,` SECOND 1✓LM T ELEV-- (+)1a-1: AMiLY ROOM rq. GARAGE PLAT ELEV- �+)9,.O". FIRST FLOOR I ELEV- (+)O'-U GARAGE ux x BUILDING EC-fl0N ' Ob o �' o • O' Gb . o . o Ob .. •o o . .o .. & •° o . .o . . • o 0 O rn rnrn p 6V O pOO•VV •� 80 0 o°o O 00 p0 o�OO o O V,00 �po e • 0 ° .. •p. O'Q7 #5 REBX!Z TOP & BOTTOM 10 °• o (TY?ICAL AT ALL 117 � FOUiNDMION WALLS) go •we • a 2OPMO° CONTINUOUS PERIMETER CONC. POOTING W/ 2X4 KEYWAY 00 °• :®� 0 o •e•o. ' o0 0 0 . cQo• 0 80 •.� A a �• o (0 A2504 ASPHALT PAYING DETAIL SCALE: U2" = T-0" 0 2 4 FT Y ME STOPPING QUIREME4T Prnp-Imttons thru rated wa.Ns and floors shad br, ssabd With a mate. i J cap to of preventing the passege of flames and hot gasses when suhjto to tie requirements of tho Test Sid > ' tr St.675 A STM-E-C14. WNO.TUJW SIZE AND DEPTIi &","ECTION 15 REGUTAED BEFORF TKI: CoKRETE IS POURED. g+�jn,=G DEPARTMENT _ YOUR DPA}t4f1N Q MAT 2E i AT THE BUILDING DURING THE P RMS OF THIS WORK. r-*MDP* DEMAT 'tT 1 eI Dftme, Aufl' A CepyalTWsEISor Plan Must B rept 0n I !]� 1" 4. An As ]wilt fnkiry ey 11 ,Ust b,a,, su;j-,�tiillc-d to the Dept. prior to calling for a foundation inspection or p further construction. 2/14/2005