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73 MARLBOROUGH ROAD - BUILDING INSPECTION 1'� C(1ot\h�v� �� _ �.�..�._ N AP Q CITY OF SALEM ��U ROUTING SLIP �J CHECKED DEPARTMENTS REQUIRE SIGNATURES BEFORE BUILDING PERMIT WILL BE ISSUED. LOCATION: 7.3 BATE: APPLICANT: Q ASSESSORS OFFICP @ 93 WASHINGTON ST. FRANK KULIK 11 I DATE: VV MZ 0 CITY CLERK(if involving a new streetn @93 WASHINGTON ST. DEBBIE BURKINSHAW (� DATE: PUBLIC SERVICES(Engine g Dept.) W/ @120 WASHINGTON ST,47"FL. ` BRUCE THIBODEAU /� DATE: °Y_ key r fb 516zerr-7 S WATER DEPT. @120 WASHINGTON ST,4T"FL. HELEN JIADOSZ �3I7 'f / 7 41el DATE: CI CROSS CONNECT SUP'R BOB DESCHENE @120 WASHINGTON ST,3RD FLDATE: [✓� PLANNING @120 WASHINGTON ST.,3"FL.. U CONSE%ATIOhI CO N(Plano De @I20 WASHINGTON ST.,3.RD F . - DON CEFALO *5ex PWK DATE: 3 l2 a ELECTRICAL @ 48 LAFAYETfE STREET, F .REAR JOHN GIARDI DATE: O ] FMPREVEN / I ,//�'�J . @29 FORT AVE(WILLOWS AREA) ��� u--� 1,14 `'" 3 `B'"�ol(�B`7 CAPT.HUDSON (�Vki� DATE: [] HEALTH @120 WASHINGTON ST.,4T"FL. JOANNE SCOTT 9� - DATE:" 3 - O T BUILDING DEPT @ 120 WASHINGTON ST.,3RD FL. TOM ST. PIERRE DATE: ***SUBMIT WITH PERMIT APPLICATION WHEN COMPLETED*** Rt•T4, c^�J` ;�'`c.,! J1^� Cr-q vA .S �.n YML ,�••CSi ��C"YAn JC^ �`� s ^ l No.—` City Of Salem ward ARi?U-KATION FOR; PERMIT TO BUILD ADDITION, MAKE=ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to coiiplete all Nems ins n11 ll, IV,and IX. - L AT6.4CA110Nt �/'4 LOCATION .OF 6ET9EEN An° BUILDING LOT BLOCKCamWT suBOMsION IL TYPE AND COST OF BUILDING-AUL apAlkanft ebm#ete Parts A--D A. TYPEjw-fMPROVETNENT .. D. PROPOSED USE•FOR"DEMOLITION"USE MOST RECENT USE �. _ I NW"d1rp NPIrvIdeN6r 2 Q AddMon OMwdwkid.Mmramm1 Ohd 12 &.60rr !6 M>r.ertl.maeeea+I h V wW rRMd d OW.in pot D,13113 O..Tw«amlatwnay^Enmrellmleer 19 0 onoL~m0gima kWusk 3 Q Aftwown 4Ss 2 M wei Of unks 20 C1td ". 21 Q 4 Q Ron— 00*= Aft 14 0 Trw*Wt hwl.o "WONT•«*Xw*My- MIMArtgsw,. ` EnrsrnuMrdasNs ?Z Q:Sslaioe,sYP �Pse9we9e s 0 wod-ots-Aw-wr�•tiwix t«rn mOr 23.�rM+o+Y1.+�wMW«r «wMa n batwq n Aw D.Jai to 0 Gwaps 241:0IRIa"nk,9lw..a.Iwlae 6 ❑ Mnrrw tmboatbM 16 0 c.aan 25 0.Pubftumv u(Isdmw Mhary-c*wa*mdww 7 FP,AIeaIIPIIemY IT © DfMr-sPacYY .. 27 0 sMma.mwenlae B.OWN P Ze 1.rel,a.b... 6 40WW%k0[cwponrft%nenMc6l .. . 29 Q.09tw•SP0ery ir�dpifiun;ez1 9 Q Peb9P IFeft Blab,«boi auvwM w4 C.COST (O*ow= Nw"odwom Doomw in daw poposed u w W0000.w.bw wo=Mlagvalt auUir alma WA•xwx*dkv w i+wP+r.denw njan somal ssoora "achooL ce009s. Ia. C40 d elwwO ---. >< .N »bu'q p ,d °uIMM,° roaigiYYe pandYrigld - .. kkoka"sow a EMcV" �a a Ftu14�Iw rs� -ctYSlaq.airooll�dil9 IL~"womew it.TOTAL OF IMPROYEMEW IIL SECH/�RACTERIBTICS_OF BUILDING -FDr new buddings and additm.compieler Parts E-L:denvOWD", 6--'- to an J&M, ' Dttters skip to N E. PRNICPALTYPE.OFFRAW F.'PRMCPALTYPE OFREATWOREL G. TYPE OF AGEDLSOOSAL I. TYPE OFMECNAMCAL 30 r-'t ..t Ot 35o©�yn+,„�a — 40. .Pt*ftw, NMMWO P Iml 31 0'"bwm 36 C.J "' 41 n-Prl�ala to«!YcbtML.Mci 44 �+(M!e/ 45-❑ Nb 32'© 9etleead OW 37 Q ' . 3T Q Reiliolosdmlmab 36..1.cdrII. TYPE OF „ ..�, sum" .%wgw*&vM61 4Nw? 34.0 ONW-SPN* .'v 0:00w- e* • . . 4z PaR/n«rMMwrealllpwlr. °6 0 Yb9 -47 NP J.DIMENSIONS M. . DEMOLITION OF STRUCTURES: ag nvmner a vanes ..._.._...__..._.._..._................ 49. 70M sau"Nei C4 flow area Hab,Approval from Historical Commission been received a::noon oases�,errrerur �Z' .. :.for any structure over fifty(50)Years? Yes_ No_ anrrerums'_—____ 50. Tow Wo area W.A ✓��_"'— ";Big-Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest t OflhOl51E ' "' 'HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? • u oUNIews <:>-.: Yes No n = Elecft- St'Aimber / ' iMENTATION FOR THE ABOVE MUST BE ATTACHED P-nm BEFORE A PERMIT CAN BE ISSUED. rV. COMPLETETHEFOLLOWING: Historic District? Yes_ No_ (If yes lease enclose.documentation.trem HisL Coad) Conservation Area? Yes_ No_ (If yes please enclose Order of Conditions) Has FireH'revention approved and stamped plans or applications? Y No_ Is property located in the SAA district? Yes_ NO_ Comply WMT.~ Y __ No_ (N ,enclose BGardo(.Appeal decision) Is lot grandfatherad? �Yes,, No_ (If yes,submit documentataftlf no,submit Board of Appeal decision) Itnew Constnxtion,has the proper Routing Slip been enclosed? Yes- No_ Is Architectural Access Board"approval required? Yes_ No_ (N yes,submit documentation) Massachusetts State Contractor License# /�� Salem License +lone Improvement Conbaclor# Horneowners:Exempt Wm(N applicable) Yes_ No_ CONSTRUCTION TO BE COMMENCED WITHIN SIX(6)MONTHS OF ISSUANCE OF BUILDING PERMIT CONSTRUCTION IS TO BE COMPLETED BY: �� l N an extension is necessary,please submit in writing to the Intpector qt Bii8*6s. V. IDENTIFICATION• To be cornplefed by a0 applicants Name MNI'arp ad*M-Amber.soeer.say,ane wu DP Code TIL r4 �.a11710 f r D� 3 zFAiF ;0 7;7e obi LcereNa..„ - 797 AalYbot or -� ll- O ..810am I hereby certify that the we •we*iwauftrizedby the owner of record and M.1 have been auftfted by the owner to make Tris application as his winorized .tR at_a ble laws of this iurisdidion. p Gs Signature Of �/ d z. DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building FOR DEPAATMFNM USE OW Permit number Building use Gmw Permit issued 19— Fre Grading Building lige9 Permit Fee $ Certificate of Occupancy $ ! O0pp8 ncy lceo APP�/b�Y•� Drain Tile S /, _� _ 9 i.�n�(��. Plan Review Fee $ tel' L o fl� AMIE NOTES AND Data•(For department use) PERMIT TO BE MAILED TO: DATE MAILED: Construction to be started by. Completed by. VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN•For Applicant Use G O N C,ommanwoAlt ol// r1 a3eac4toefb - .1.JeParlmanl o�J'ndsulriaf scciafanlJ 600 VVaJ4inylon .�lrerrl p/ James J.Campbell 1 odlon, Momal uslb 021 1 1 Commissioner Workers.' Compensation I uraante Affidavit with.a principal place of business at: Ol�l/G (GrynuWtsq do hereby certify under the pairs and penalties of perjury, that: () 1 am an employer providing workers' compensation coverage for my employees working on this job. GUG Insurance C mpany Policy Number I am a sole proprietor and have no one working for me in any capacity. () 1 am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: 1X61/ Contractor Insurance Company/Polity Number Contractor 'fnsurance Company/Policy Number AVT A �, Contractor Insuran a Company/Policy Number () 1 am a homeowner performing all the work myself. I understand that a coot'of this statement will be forwarded to the Of&t of Investipuons of the DIA for coverate verification and that failure to secure coverate as reduded under Section 25A of MGL I S2 on lead to the imoosstion of crimimt oenanies eoratttint of a fine of uo to S 1.500.00 and/or one Years'imorudnmrnt it wrll as civil oemlties in the loan of a STOP WORK ORDER and a fine of S 100.00 a day against me. . Signed a r� day of _ /��lf'G� � Q 1AQA Li see/Permittee Building Department Licensing Board Seleamens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 517-727-4900 X403, 404, 405, 409, 375 r <.. OF SALEM. MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MAO 1970 - g TEL. (978)745-9595 EXT. 380 FAX (978) 740-9846 - STANLEY J. USOVICZ, JR. MAYOR DISPOSAL OF DEBRIS AFFIDAVIT In accordance with the provisions of MGL c 40, S34,I acknowledge that as a condition of Building Permit# ,all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid-waste disposal facility, as defined by MGL c III, S150A, The debris will be disposed of at: ///d` �I C ¢' rt'�� ✓� Location of Facility / ignature of Permit Applicant Date FULLY complete the following information: (PLEASE PRINT CLEARLY) are of Permit Applicant irm Name, if any d ,fix 2 Address, City & State The above statute requires that debris from the demolition,renovation,rehab or other alteration of building or structure be disposed in a properly-licensed solid-waste disposal facility as defined by MGL cM, S 150A, and the building permits or licenses are to indicate the location of the facility. MAScheck COMPLIANCE REPORT Massachusetts Energy code Permit # MAScheck Software version 2.01 Release 3 Checked by/Date TITLE: Plan # CL-304 CITY: Salem STATE: Massachusetts HDD: 5641 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-13-2004 PROJECT INFORMATION: 26 x 38 colonial - 2,032 sq. ft. osbourne Hills Salem COMPANY INFORMATION: DiBiase Residential - PO Box 780 Lynnfield, MA 01940 781-334-9899 NOTES: Rivco Town & Country window units COMPLIANCE: Passes Maximum UA = 389 Your Home = 369 Area or Cavity Cont. Glazing/Door Perimeter R-value R-value U-value UA -----------------------_-------------------------------------------------------- CEILINGS 1022 30.0 0.0 36 WALLS: wood Frame, 16" O.C., 1969 13.0 0.0 161 GLAZING: windows or Doors 212 0.380 81 GLAZING: Windows or Doors 12 0.430 5 GLAZING: Windows or Doors 20 0.370 7 DOORS 38 0.350 13 DOORS 33 0.540 18 FLOORS: over Unconditioned Space 1010 19.0 0.0 47 FLOORS: Over Outside Air 12 19.0 0.0 1 HVAC EQUIPMENT: Furnace, 80.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the de ign loa s specified in Sections 780CMR 1310 and J4.4. 2-0 Builder/Designer L Date 2 CITY OF SALEM ' WATER DEPARTME 0° � l Asslstant birector PublTa ervices I f DiBiase Residential 26 x 38 Colonial ® ® _ 2 , 032 sq . ft . Plan # CL-304 . 2 00 00 ® EHI=-flan 00 00 Front � ---r—'i Brkfst i< tcC nh °'0 8-9 A Dining Walk In o o Bedrm 4 13 x 112 x 13 closet m 10-6 x 16 Garage 22 x 22 Family Living M Bedrm 1 Bedrm 3 13-6 x 15-613 x 13-6 Bed 2 Foyer 13-6 x 171 —3 x 11-6 12 x 13 Farmers Porch (optional) Se COn U Firs f Contractor / Builder- ��jL � 2(0 x3 (50010nislwous�DlSiase Residentisl � ��at�rss P. 0. 50X 180 //� ���;���� Protect location Lynnfield, MA 031940 l Osbourne I� tils BS�F��r 1s1-33 =gs99 Salem, Massachusetts Living Family Kitchen it , I , ' . D in Ing '- ��1u Foyer Jill Lav Laundry 2 Car Garage - ® -Ell Optional Farmers Porch - Second FI©ar .L.— �„TL�..T�..L. :-.u.J. ' I �i 4 Bedrooms' .t, Attic —,. ,�, ;-; � ,;�-�T �E r i� - _ ,� ,::� 'r..��'„- � 2 Baths it ' -i-�Second Floor .y. ', _ n it C t o n'l I --- ��j(T�'"?-.rT-'`'`�-� '--�`�"-`'j`I-•-r"T I-'T' '�.'�7-'"�`I i'-i' 1 , r ! I� i I 1' Draftl : ' j - �3 15 � First FloorTT lz-1 IT r- Opttonai Far�ers Porch- - Total Livind Area St. Ft- 2 , 032 Foot-prlrry Dimensions, --------------------------------------------- � A �_��� x k:70�_� I , k , , , , , , , :^ , , , . 4 Date- /� Basement i i_______ _______________i____-__ Feb, 12 2004' „�� r : 3t yW�i'ri mgr House 'fan Number �L Front Elevation Notes: Colonial - 3/16" = l'o" � Cll. ,.304 t., ) _ — Y u - �' - Protect Number I, All dimensions to be field verified and changes made accordingly, razs d = " ;•=�" 2. For additional information see 'Notes,Specs. 8 Details". -rt " .s•r241 3. When this drawin is 11 x 1'1, it is the scale as indicated, yr 'Pw`� ° ��_ ' ` "`" ® Colonial +1 1 i .. 1 4 IF ® ® RR = _ ® _ - - ED - CJ_-304: Rsar Elevation — — idht l= levation (_eft Elevation N ) L A11 denerobro to be field varlFad and ciiangas made accordingly. 2 For addftbnal infonnatlon see 'Notes,6pec'e.t 0 stalls'. 3. When this drI is 11 x 11,it is the scale as Ind> atad. 4. Drauine print out dates 02/13/04 GOIonial ® 221011 2116 11 D Cip 11 QI/II praf tin n u 21211 3,611 2010" 4'011 JYJ 5611 918 -414 - 1855 162 38 Actual dimensions 1 and top of concrete; r- elevation to be - determined by site conditions i' ----- ------------- ----.-------- ------ --_ --- --------------------------------------1 ,.. uP L------ ----------- i R : , 28' X 13° 28 X 1'3' i 43 (3) - 1 3/4" x 5 1/2" 4 Concrete Slab LVL Center Beam ; - with approved vapor X, °3 o ' , E- s Splices located over "' _ _ ' 1 barrier beneath th and staggered61411565121/2 [columns 51011 51611 133j)1 i �O 11w. II-� II lxldp. x7h. 1 u ' Beam Pocket , � • � m o of Pdn — _ ( 2 req d ) , 'i E I o Ca LU ) IkeF. El. CIO" _ '^ � - o ; ' 3 1/2" dia, Lally Column X; p n w/2'(0 6q. En ---- - x 1'3" Lip,,Ft'g. - ' ®.r. =----------- -- - + - OC----------------' top of Slab ( 6 regd } 1 -------- --II--- -------- Ref. EI. -1 S - ----------------- ----------- , ; 10" Concrete Foundation .. - O ) 5 with dampprooFing 10 8 ; ) I " II fl I 8 II '� 28 11 , .. - - � 12 8'S ' -------------------------- - - ----------------------� 1 O . ------------ . ---- ----------------------------------------- - ------ ., 13'6 ----------' ------------ 22'0 11 - _ 13,611 ,An i-- --i '----' -- i i-- -' ;-- -' I 1 4" 411 l 1511 y1�11 Q1611 y1611 61511 o I 3Ja'O I'O" Dia. Goncrete Pier w/2'0" ssqq. x i'O" dp. Ft 53 0 I. All dimensons to be field verified and changes made accordingly. -30oundatioll Play ( brec{'d ) 2, For additional information see 11Notes, Specs, 4 Details". 3. When this drawing is II x Il, it is the scale as indicated. 4. Drawing print out date- 02/13/04 ® Colonial 2213/4° TO'44" 1 8'0------------ ° 10'10" 1210° �Q raf t In 1S'p" 4Y/4" 3'6/4" 3'6" '0" 41011 '0" 5,13/4 5'2/4" 6'0" 6'0" 9�8 -414- 1855 I I r a f b� 3'011 +�911 3'&" 3'bu 3,0° 5-911 $u X 4"311 M, 1�11 _ e� BreakFaat Kitchen Dining _ Actual cabinet x O layout may vary 4 2 _ 219 — g v m O X Garage c --- 316n 4'iOy4�, 14/4 - = n g 9 d 2.41113'6" r 4'011NC O o _ m Fam it ®io o " - Livtng �^ (2) - S'O" x 8'0" Overhead door uP mi; .fl VOY" X 4'9" m �" 2'10Y' X 4'9" 31011 optic al Farmers Orch 5 611 91611 Ile �'p" 3'611 61611 41611 Bilin 3102'(wZion 3-6" 61611 3,6" C O 22'0" 136 1110" 13'6" ILI - 411 21 6'Sn 1.611 g16n .11611 6�Fu 411 21 98,p" Notes 04 : F irst Floor P lain r 1. All dimensions to be Field verified and changes made accordingly. d2. For additional information see "Notes, Specs, s Details". Living Area Sq, Ft, = 1,022 �( ) 4, 3. When this drawing Is II x h, it is the scale as Indicated. Drawing printout date: 02/13/04 Garage Area SCS. Ft = 51(o Colonial (1011 810" 810" 1610° ��Draf tin '0" 4-011 41011 41011 10'011 (l0 ll 9�8 -4�i4 - 1855 2]'IOV2.. 32'10"211 31511 21101/211 31511 V _ 1 1l I— O�i �0 5,811 X 4 5 1 = Ln = c>A�4 Bedroom $2 Ll _ O ,., 41011 \ Q01to 2'0 \-�-214" � ... 21411 r 4'8" SLiDMG � O N _ 4'5" SLIDING 1 r 2.111 .. _ _ I M Bedroom #1 Z411 Bedroom #3In '- - - - - - - - - - — uP 4110'/41 41011 S4 2'10'/2" X 4'S" Bedroom #4 2'101`2" X 4'511 �^ s p 2OY' X4'511 1011 61(11 31(11 - 1(II 6111 v. 31611 51011 51(11 16 11 p 121011 If 13'(" 111011 IJ1 L(Il .� -304 = Second door Plan . 3/1(11 110 II 1 Notes Living Area Sq, Ft. = 1,010 01, All dimensions to be field verined and changes made accordingly.. 2. For additional information see "Notes,Specs. 4 Details". 3. When this drawing is Il x 11, it is the scale as Indicated. 4. Drawing print out date: 02/13/04 General Notes- Construction Materials: Foundation Plan: Framing Plans: O - Indicates Smoke Detector location Fireplace : Zero-clearance Gas Direct-vent Vapor Barrier with 6" (min.) over lapping Bea-frig 1 1/2" (min.) bearing on wood or metal. Joints under concrete slab. Notches to the top or bottom of ,Joists shall All substitutions and/or deviations from Fram—� Spruce Pine Fir No. 2 or better not exceed I/6 depth/joist Wall Stud Size : 2 x 4 s 16 O.G. Beam Pocket Shim beam with steel shims or No greater than 1/3 the depth/,joist these plans are the responsibility of the Wall Stud Length: 92 5/8" hard brick, The ends of wood beams shall Not be fn the middle 1/3 span, contractor. Contractors smation ationspresented take have a maintain 1/2" (min.) air space on top, precedent over a information reserMed fn ese drawings, Aliydimensfons are to be FOL4^^'anon Walls : sides t end, Maximum Allowable Clear-Snarls verified by the contractor and any 10" Conc. wall, 8'0" pour, 10" cip x 20" w Ft'g. For Joists/Rafters field fadjustmentsfieldverified made accordingly. Anchors: 1/2 Anchor Bolts o ro -O O,G. Garage Fire Separation 5/8 inch (min,) Type X gypsum board applied to the garage Spruce-Pine-Fir Grade No.2 or better Property Zoning, Dimensional Set Backs, tars Door : 8'O" w x 8'O" h aide. Septic issues, etc., are the responsibility ' Llvfng Area (except slee.ping rooms): of the owner. Live Load 40 psf, Dead Load 15 per i-loges I1ka�; No. 15 Felt, Tyvek or Typar Basement ventilation: Install 4 (min,) Sliding V or Awning type windows for every 1500 sq, 2 x IO o 16' O,G, = 15' - 1 1/2" Smoke Detectors2 x 10 g 12" O.C. = 1-1' - 1 1/2" Insulation : Floors: R19 ft, of floor area. I, In the immediate vicinity of bedrooms, Ceilings: R30 Slee.ping Rooms: 2, In all bedrooms, Walls R13 camerBeam Live Load 30 psf, Dead Load 15 psf 3. In each story of a dwelling unit, including 2 x 10 g 16 O,G, = 16' - 8 1/2" basements and cellars, but not including I, } ,,tor Wall Fintah : $lueboard t Plaster Lally column cap Attic (no future rooms): crawl spaces and uninhabitable attics: 'r'v:q nLcc Limited storage, LL 20 psf, are gal 4. I for every 1200 sq. ft, unit. °y q Dead Load 15 psf ment: No, 15 Feltlad Roof : Uneroolum" Windows located near tuba, whirlpools shall Rooy Lally bottom Ibass 2 x 10 9 16" O,C, = 19' - 1 1/2" have tempered glazing. Ride Rakes: Flush plate embedded Roof: Ridge Vent: Baffled %;c,,. Ill COMete slab Snow Load 35 sf, Dead Load 15 per Abbreviations Soffit: 10" - 2 x 10 a 16pO.C, = 16' - 2" - Clr, - Clearance Shingles: Composite commie rooting Conc. - Concrete All structural materials shall be void of any o1p, - Diameter ShExtei_rT Lall Column Detail y p y dia - Deep Exterior Wall: i/2" Plywood l� defects that may diminish their ca acct to EI, - Elevation Floor: 3/4" TEGz Plywood function in an adequate manner. Structural Roof: I/2 Plywood b'O" I'O" Engineering or any other professional Exp, - Expansion (max.) (max.) services that may be required shall be Ft, - Foot or Feet Shutters • vinyl _ _ provided by others, Ft'g, - Footing p X h, - Height = E 1/4" Shrinkage Gap ( min.) LVL - Laminated Veneer Lumber Sides Vinyl Clapboard max, - Maximum ( 3/4" Sheathing min. - Minimum Windows : Rivco Town t Country Anchors bolts or ___ _ ______ ___ O.C. - On Center App'd Equivalent PSL - Parallel Strand Lumber sq, - Square Anchor Bolt Spaeirlg sq. ft. - Square Feet T4Gs - Tongue '4 Groove T.O.G. - Top of concrete T.O.F. - Top of Foundation LUS Hanger U,N,O. - Unless Noted Otherwise Double Shear strapping w, - Wide Stairway Width : 36" clear width above rail, 016umdrail Riser = S 1/4" (max.) Tread = 9" (min.) LVL BeamNosing Profile : 1 1/2" (max•) 3'F' _3s' Wallboard Headroom : 6'-6" minimum 6'-8" minimum handranFlush Framed BeamGuardrail eni Limitationprevent object 5" (max,) Triangular space o riser t tread 6" dia, (max,) min) 4' h mM Handralls : Having 34" min, t 38" max, height Stat Guardrail Measured vertically from the nosing r Handran C-C112 Size : Handrail/Guardrail Circular cross section: 1 1/4" min, t 2" max, @PlaOthery� : �30� shapes, perimeter: 4" min, 4 61/4" max, 1 C Cross-sectional: 2 I/4" max, 0 . � Colonial i�DraF'tin 9`i8 -4"I4- 1855 Metal Drip Edge - - – – – -- - – – – – – – – –_– - - - - - - - – – – – – – – – – – – – Ice t Water Shield I O I I I 3 _ – _ I4 v"– – _ 3'2l'a' _ _ _ _ _ _20'6" – _ – .,_ I � I fi `–Gompaslte Rocftny� I _ ( Ridge vent(tv) 1 x 4L-- - - - - - - - - - - - - - Li ft6'X 4'5' tIO'h°X 4'5ILL' {ice — 5'O" LdV3. Indicates roof etops direction and Pitch F 12 inches. Attic Floor F' la CL-304 * Roof PlAn • I/8" a I'O' IIS" �1+0" 0 I. All d➢nsnsions to be field verified and changes made accordingly. 2. For addRional Wonnation see 'Notes,Spec's.t Ostaiis". 3. When this drawing b II x 11,R is the scale as indicated. 4. Drawing prfnt out date: 02/13/04 mullMR �� ��"���I�II�IIIIIIIIIIIII I �� it INS � OWE �u. 797. Ridge vent (continuous) Colonial 2 x 12 Ridge Board �� Draftin g' 1 x 8 Collar Tie Finish Floor Q 4'0" OIMIII G. Simpson Strong-Tie __�SubFloor Reinforcing Angle L530 ( 1 each aide ) header Roofing or equal I 13'0" I/2' Plywood C ----- 130 X, 2x10916` OZ, 2x4 Header Attic Floor Framing 3J4" T4G Sheathing Attic 2 x 10 Q Vol OC, Stair stringer s= Fascia Stair Detall 0 soffitw/ventine o m Sheathing 12 nt x ¢_- Second Floor Framing m� Second 2 x b mai ib" O.C. Z- 2X10Q 4 4=�_ 3J4" ?4Cs Sheathing o 0 — Vol O.C. o . Exterior Wall z� O 3 - 2 x 8 Beam 4=' 2 x 10 Solid Fire Blocking 2 x 4 Qa 161, O.G. 4 Lateral Bracing Simpson BC4 is 3 T='- a Post Cap 4= m Porch post 5=- co Decking a' 2 x 8 @ 1(0" O.C. (P.T.} First Floor Framing First 2 - 2 x 8 Band Joist (P T) v 4= 3J4" TdG Sheatg _—_ 2x10Q16, O'C' Simpson AC4 — 8 MEMBER Sitt Post Cap _ 4=� 2 x 10 So11d Fire Blocking a' s=� .'� 4 Lateral Bracing ( 1 ) - 2 x b (P,T,) - m 1 ( 1 ) -2Xb (KA.) _ Ap�rox. Sim son P544 Finish Post Base 4 (3)- 13J4" XB U2" Grade LVL Center Beam t lw/2''O's c xnl'Opdr Ft' _ '' 1J2" dla, Lally Column O" wpx 10" do .Ft' a5 q' p' g• e s=- I wdb' s ,x1'3 cl .Ft p g, q p ,g• wJdampproofing iX 4 j f=, / Basement Concrete Slab Perimeter Drain Basement 4=' wlvapor barrier beneath per site conditions ) Dotes: I. All dimensions to be field verified and changes made accordingly. , 12 Treads 9 9" •9'o" 2. For additional information see "Notes,Spec /�� 'a. t Details'. ^ C— L — 4: Main 14ouseSection j 3. When this drawing is, 11 x 17, it is the scale as Indicated. V4" _= 04, Drawing print out date 02/13/04 MColonial Draftin 9�8 -4�4 - 1855 �fdge Vent (continuous) 1 x 12 Ridge Board 12 r . 10 1 x 8 Collar Tie aQ 4'0" O.G. Roofing 1/2" Plywood Attic Floor Framing 2 x 10 0 16' O.C. 3/4" T4G Sheathing 2x10Q161O.C. --- LVL BeamN Fascia 5offft w/venting c0 Exterior Wall r, Garage Finish: 5/8" Type X 2 x 4 r1a 16' O.C. Wallboard on the Garage side Garage Concrete Slab Sill w/vapor barrier beneath Finish I. 1 ) - 2x6XD) Grade 10' Conc. Fdn. 20" w. x 10" dp. Ft'g w/dampproofIng \ I r r — C�y CL-304 • Gar ) �v 1/411 110" lEr FE R M IT TO I. All dimensions to be field veriried and changes made accordingly. r1O 1. For additional Information see 'Notes, 5pec'6. ! Details'. 3. When this drawing is Il x Il, it Is the scale as Indicated. 4. 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Ft 1 Total . • . 1 WOMEN - . / MIN NEWe = = 1 = NEW -- Drawn b:yI_ DCo I I� I on • • 978-474- 1855 House Plan ft . CL-235/22012 Notes, Standards 4 Details Specifications: 4 General Notes: Attic Access : Walk-up Attic Stairway : halfwall around stairway O - Indicates Smoke Detector location Minimum Glazing Area : Exterior glazing area Basement Unheated of not less than S% of the area, 1/2 of the 1. All substitutions and/or deviations required area of glazing shall be openable. Center Beam : 3 - 2 x 12 E LVL or Steel ' from these plans are the responsibility Minimum Ceiling Hefglht : Habitable rooms, Collar Ties : I x S is 4'0" O.G. of the contractor, except kitchens, shall have a ceiling height of not less than 1 3" for at least 50% of Doors 2. Contractors specifications take their required areas, Exterior: Insulated U = .35, Sidelights 12" Interior, Styles: Hollow core raised panel precedent over any information Slesntng Room Window Or�n'a : To uncon d spaces: Solid core, U = .54 presented in these drawings. 3.3 sq. ft., 20" x 24" In either direction. Exterior Door : Steel, U=.35, Sidelights: 12" a All dimensions are to be field Exit Doors : 1- 36" wide, others 2'0" wide verified by the contractor and any Fireplace : Zero-clearance Gas Direct-vent adjustments made accordingly. Interior Doors : 30' wide x 6'6' high (min.) fronting Spruce Pine Fir No. 2 or better Exception: Wall Stud size Heights: Ss" 4, Property Zoning,Dimensional Set i. Bathrooms 28" (min.) Sacks,Septic/Title V issues, etc., are 2. Existing Bathrooms 24" (min.) Foundation Walls the responsibllity of the owner. Anchors: 1/2" Anchor Bolts is. 6'-O" O.G. Smoke Detectors Io" Conc. wall, 8'O" pour, Attic Ventfiation : Ventilating area shall be 1, In the immediate vicinity of bedrooms., 10" dp x 20" w footing. 1/150 of the space. This can be reduced 2, In all bedrooms. 1/300 when a vapor retarder is installed. 3, In each story of a dwelling unit, including Garage Door : 9'O" w x TO" h basements and cellars, but not including <Itchen Window : Verify location with crawl spaces and uninhabitable attics: House Wrap : Tyvek or Typar kitchen cabinet design and/or supplier. 4, 1 for every 1200 sq, ft. unit. Insulation : Floors: R19 Bathroom Window : Bathroom windows S_ t�Glazfng • All doors and fixed side Ceilings: R30 located above or near tubs, whirlpools shall panels with 24 to either side of a door. Walls RI5 be provided with tempered glazing. Exposed bottom edge less than IS above floor. Individual panels that are greater than Interior Wall Finish : Blueboard d Plaster Bathroom / Lav Ventilation : Every 9 sq, ft, bathroom and toilet room shall be l Roof : Underlayment: No, 15 Felt o equipped with a mechanical exhaust fan. Windw Grills : Window grill pattern and Gable Rakes: Built-out: lo" configuration per window manufacturer Gable Returns: Plain specifications. Ridge Vent: Roll Soffit: 10" Shingles: Composite 6111 1 - 2x6 (P.T.) 41 - 2x6w/sealer Sheathing Exterior Wall: Z/16" O.S.B. Colonial Drafting has been Floor: 3/4" T<G Advantech a member since 1990 Floor under Tile: 3/4" Subfloor 1/2" underlayment North East Builders Association of MA Inc. Roof: 1/2" Plywood 170 Main St - Suite 205, Tewksbury, MA 01876 Shutters Vinyl Tel: 978-858-3555 Fax: 978-858-0111 • + ' Std1w Vinyl Clapboard Windows : Rfvco "Town t Country" ZWall Stud Size : 2 x 4 ® Iro" O.C. / '�• a A s e.omianxan.rrw.r.wn.a1' iii7i.�iri\iim�iSCuw'v'iiilTi ri1T� .wrnfm.Nrmomallnur0n IaaiwMMawurwaliaRMaali �G sr.atw.riwrilmw.lmwaFlralmul...t/rO.arses/el.fwl.ww..eiam.\.rY\.rtFw.Oi 11311eL..iriO.i.Iwam\w..'Mtrl.fess.rrlur�awl.e.lpmlai.N..IrtO..11wirl„rt .a. ♦M.IMia\RMOarelRaasaaO/ IuupuO/.w\Oo.x..11.' to of railliaal#aMllatalxOlxtR1 �!.sumer.ar..lrall...l m..M.lflulw..1..Mlxlrf IN.Orws./.x. on an at1O.11...Irawlila.11ls a IailwlitRi.IaNa.aO' sfaalra.l.aatm.U.rilmrrl.m.t..airatt..4s..M.rwMa...iOame\/maiM.aimrU. �ntl.rx\uln.M.lulO. 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C rrr' rrr rrr nal eaalrninnaloounal #aa Ra# .lNUnix uHalnrrlHwpYla.xt...s. rrr mai �a awnonr.e.rr.ronrfn.on �."� n I �.�. rrr1.iwnnuua.\ninlM..n.N lion lw �i- ___ _...___ 1a111Maa/aMiialluw-121 RIM Mmiss a _�- Iw.rlr..Ira.lwalIRa.l.w/F.aN1 IlaaRl{sailion ilion $INail1 VivoRI 1. r..o.. ..v ��J.ului.xl'a�i Llwwal.Op'FMOMNI.rOfal/O _ s ��� .�rHeimsra�marlM�N../melwMa��rair.eiarit.lYffltl. � — �� II.r.Ia _._ ❑�rrr ■u (■u j[h11 �� I ��/ I s i rr rrrrr Zi o I� i ��ii:I l��ai ��� r� rrr = _ ■r Igloo r �� rr rrrrr rr iii :1 - r i • • AV 40 M a- t r • , Notes, Standards 4 Details FramingPlans: Stairwau�-. ---- 30" - 38" high Foundation Plan: Jots Lamer Bearing Partition : Joists under StatruiaW Width : handrail parallel load bearing partitions shall Stairways no less than 36" In clear width. • Perimeter Drain : 4" perforated PVC pipe, doubled or a beam of adequate size to Crushed stone, Filter membrane cover ( persupport the load. Treads and Risers : I site conditions ) Riser height 6 1/4" max. SeffIng The ends of all Joists, beams or Tread depth e" min. 0010 a- Foundation • Foundation girders shall have 1 1/2" (min.) of bearing on Tolerance between adjacent risers: 3/16" walls enclosing abitable or storage space wood or metal and 3" (min) on masonry. Total riser dimension tolerance. 3/011i shall be dampproofed from top of footing n to the finished grade. Drrllfn�and Notches : Notches in the top or NosingProffie : 34 hl h (mini bottom of Jofats shall: A nosing shall not extend more than 1 1/2" Stair Guardrail I 36" hi h (miri Floor Surface : Garage floor surfaces shall Not exceed 1/6 depth/jotst beyond the face of the riser below. slope to facilitate drainage toward the main No greater than 1/3 the depth/joist Horizontal vehicle entry/exit doorway. Not be in the middle 1/3 span. Headroom 6'-6" minimum Guardrail Notch depth at the ends of the member: Foundation Sill Plates t Anchors : Not exceed I/4 the Joist depth. Firestonrnfna_ -Shall be provided to cut an ra � /� �.i�rd ra � 1 • I - 2 x 6 (P.T.) d 1 - 2 x 6 (iG.D.) with sill Holes :: Shall not be closer than 2" to the off all concealed spaces between stair sealer. 1/2" dia: (min.) with 8" (min.) embed. top or bottom of the Joists, or adjacent stringers at the top and bottom of the run. Spaced 12" from end and 6,01, O.C. hole or notch. Hole dia. 1/3 the depth/ Guardrail max. uardratl Details Beam Pocket t Girder Ends : Raised surfaces 30" min. Pocket for 3 - 2 x /2 Center Beam Ridge Board : Ridge board shall be at Guardrail height 36" .min. 6" w. x 6 dp. x S" h, Shim beam with steel least one-inch nominal thickness and not leas Open sides of stairs 34" min. shims or hard brick. The ends of wood than the cut end of the rafter. girders shall have a 1/2" air space on top, Wria Limitations aides t end. I tardratls s all have intermediate rails which Maximum Allowable Clear-Spans Center Bow 3 - 2 x 12, S-P-F No. 2 or For Joists/Rafters more t Inl the passage of an object 5 enor better. All splices to be located over Spruce-Pine-Fir Garde No.2 or better Exception: Triangular spaces formed by the columns and staggered. LVL per mfr. specs. Modulus of Elasticity "E" 1,400,000 riser, tread and bottom rail of a stairway Flo = 2 x 4: 1,510 2 x 6: 1,310 to prevent the passage of a sphere Lallu Column t Footing : 3 1/2" dia. cont. 2 x 8: 1,210 2 x 10: 1,105 1 6" in dia, filled Lally Column, w/2'6 sq. x I'3" dp. ft'g. First Floor: Live Load 40 per, Dead Load 10 psf „ „ 2 x 10 a 16 O.G. = 15' - 1 V2 Handretis : Having.30 min. t 38 max. height Garaco/House Edd Door : Openings from Se=nd Floor E Attic (nossTble rooms)•.. Measured vertically from the nosing of the a private garage with either solid wood Live Load 30 per, Dead Load 10 per treads, shall. be provided on at least one doors 1 3/4" thick (min.) or 20-minute fire- 2 x 10 a 16" O.G. = 16' - 8 1/2" sideof stairways of 3 or more risers. rated doors with a 4" min. sill height. Roof: Snow Load 40 psf, Dead Load 10 par Handrerl Gri Size Circular cross section: Garaom Finish - Fire Separation : 2 x 10 ® 16' O.G. = 15' - 4' 1 I/4° min. E 2° max. Other shapes, perimeter: 5/8 inch (minimum) Type x gypsum board All structural materials shall be void of any defects 4" mina E 6 1/4" max. Gross-sectional: 2 5/8" applied to the garage side. that may dimish their capacity to Function in an max. adequate manner. Structural Engineering or any Basement Ventilation : Provided a min. of other professional services that may be required Design Load for Stalre: Live Load = 40 per. Four sliding type, or awning type basement shall be provided by others. Starr treads shall be designed for a single windows for every 1500 sq, ft. of floor concentrated load of 300 lbs. over an area help support h Join anaSll area. of four square inches. Jo Minimum Ceiling H-6ai ` Design Load for Guardrails and Handrails: the housing industry T-O" minimum, 6 " gh}under beams miE i Roof RaFter 200 The single concentrated load at any North East Builders Association of MA, Inc.. point along top. 170 Main St - Suite 205, Tewksbury, MA 01876_ Crfenle Waffle Foundation cripple walls shall be framed of studs not less than the Tel: 978-858-3555 Fax: 978-858-0111 •v etude supported. When exceeding 4'-0" in - 2x Ceiling Joist height, walls shall be framed of 'studs having Joest Hanger the size required for an additional story LVL Beam I� -2 , Concealed eoff it yearn 26 734° 23,41j4, 41611 5101 Il1}3i4° 3')Di/411 13101 6161 r -____---__J .,. ,______, •,. L-----------------»____-_________-__-_--------- ----------- ----------------------_---------_--_ -_ - 1 ______J L___________________________ __ - _ y --------------------------------------------------- r ` ----- -----21811 113, 1 X 11 1 i ' 1 •'' i Flnlsh to Top of Garage ; 1 a Basement Slab To of Fdn 1 ; .>, a ra TU Ref.EI. T-8" Ref. E1. 01-011_ O i° NQ X: e Q O m Gara - 1 , v 2 - Lally Column 4 216' x 310' Footing 8asemer�t 1 i ,•. 13121 1114° '....,33.. bn b'bu V01 6101 / ' 13'51/2 Center LVL Beam G. 6 z' 1 i / Center Beam , y_ 1 , I I I 1 f'P 1 -� Beam Pocket 1 L L _Ly l ' ( l req,d ) r Lally Column 4 Footing O i I I r — — — — — — — — — — —,-1 _ ------- i ' _ Xi ' 1 I I I --- --- Basement Slab co;Oat ' — ' U P 2 - 91011 x '1101 Overhead door o U4 ---------- L -------- Z _ _ _ _I ; I o u I arage/Nouse Entry Door O ; 1 ------ ,1 10 Foundation -- 11 4 (min) Step down --- ------------- ----------- ----� ' I I ----------- 1 1 ----- ---- - __'-_- -• r----------I-'--'---- -� 1 O Boitom of frost II footing: L3. _ _ _ l , 41011 below rad (min) ' L -- --------r ' r----------------- --------------- - ft------------ 1 _ 1 1 - ------------------------------ 5'¢1i. . . . l'OI 6131 1. 6131 �'8 n 12'4.1 . 12'6" 11'01 12'61 44'O n 3610" L�A All dimensions to be fold verified and changes made accordingly. G 35' Founda Llan 1 .tan �g 2. For additlonal Informatlon see 'Notes,Spec'e. 4 Detalls'. 1/4 11 • 1101 3. Drawing print out date: 01/01/02 Colonial ., 14'13/11 24'41/411 5'6' 6`O° MDrarting , 4611 5,0" 4,13/4 2'311 419' 2'3' �'Se 1W/4n 313n 213n 1181 414n 975 -474 - 1855 T. 3,0 II x II 1 II O r v u I 2'6 3 5 2'6 X 3'5" Post i°' //pe Post 3'5" X 3'5° nt it p _9' ------------� o o i �---i------- 1 t� ® 1 = 1 lu Fan - - - -- - - - - - - - - - - - - Breakfast Kitchen ° ° Lav - >L Actual cabinet layout O�✓ p r O O may vary 2'4" I � I 1 n . n 43/411 1 n 1 3/ n m I 56 l0 38 30 314 3'0" I 1 amily 1 2 - 2'O° _ Post - Pantr -- - - -- X m v O 3'O" Post 2'8" P in = p m Vaulted telling _ --- - - Post x .' Post 1 ' � I ' p p r p .9 - - - - - - - - - - - - - - - - - - Dining ; DN -- diving -- 2101/2' X 4'9" 2'101'2" X 4'9" Foger It 11 nl1 O 2'10lh" X 4'911. 2'16V2' X 4'13" "Post Post II 2'101/2' n r 2101/2 X 4 9 2101/2 X 4 9 44'0" 313" 610n 1 3 3n 2�16J" 3'0' 3'0' 216n 3'3r 61011 3131 1216n . 3(0,0° Nots LL All d ensions to be Field verified and changes made accordln I . � g gy -�3�= first floor Plan _ 2. For additional informatk:)n see "Notes,Specs. 4 Details". 1/4" = ib° g 3 19 .1 Dr%�1 prtr oui dale= OI/OUO2 Livina area a a 3 i 3 Colonial 36'0'1 6'O" 9'O° 8'6° 12'6" Drafting 918 -414 - 1855 4'011 5108 51011 316p 6111 6'311 2x 5tude 2'1Oh" X 3'S' 2'IO�h" X 3'511 Exterior sheathing p vent vent Wide 2x Nailer m. ..�.}, .p_. � 11 II 210 z X 45 O ® O S. -a-� a ® Fan ,n 2x Plate - Walk-In � � Fan Bath Bedroom 04 Closet � '� zx Plate - l^' C I, C 1, (3 O v V i m 2'9" 219" w i X Interior Partition 21411 _ '- 21411 - .. 21411 Connection Detail X69 Wall 24' S Closet YCloset 2x 6tuds O ��< g -V - Post O Post r---- PoStY 2,108 ,..r, 2'4n Y.a. 2x Nailer 4168 4'10' - Insulate corner— - -------- - 2-611 orner 21611 - __ O 2x Plate `rfl I, l7 X 2x Plate = `r _-- _ � �^ Corner Framing Detail 3'10" 318�i" N _ 2x Bottom Plate M Bedroom # 1 Bedrm #2 -2611 o Bedroom #3 2x Band Joist Floor Sheathings 2'1012" X4,5 x2'10s' X45 36 A r Ye , .-e n n 2101 X 45 2x Floor Joist _ �� c' 210 X 45,...__ Post Post 1 L � 1 2 - 2x top Plate 2 5'911 X 4'58 3138 6108 3'3° 5168 5168 3138 6108 3 38 r Exterior interm. Fir. . 12'68 11,0' 121611 CL-235 : Second Floor Man I�All dimensions to be field verffied and changes made accordingly. I/4" = 11011 2, For additional information see 'Notes,5pec's.4Detalls11. Living area ft, O 9163.5 3. Drawing print out date: 01/01/02 l i �e Colonial 0raft Ing Metal Drip Edge — — — — — — — — — — — — — — 1 Stepp 1 Ice t Water Shield i _ Fiashkg 1 CompositeRoofingRoofing - - - - - - - - - - - - - - - - - - - - - - - - I i i i, ��Ridgevent(tO X Y 4 x x --__- - __ o - - - - Att1c Floor low, an CLQ. oof Play Roof Sheathing --� C84N Joist Roof Rafter &Z;1.5 i' Irroulation ais Maintain P mh clear. Rafters 9/4 x 6 Filler at space Fascia .; 4'-0"O.C. of RMYsrs aecia BondWall Frenhgbheathirt� Soffit am veriting _ _ - Standard Soffit Standard Rake Detail Ridge Board 4 Q L All dWenslons to be field verffied and charges made accordingly �d 2. For additional wormation see "Notes,spec&.t Details,. 3. Dram print out date= O'u01/02 �Il�ll�lllwl--l[11-II-IIIIIII � ! I� � �I Iq �'NI�� !!!!!II IIIIIIIII[ Illlalll ' II�,�EI I ISI I I-� � IIIII��� IIIIIIIII II l�III�IIlII� llllllllllllllll! g NUN l�I�� 1111111 IIIIIII III I I I II ! �:� .! nI -----_ Rides Vent Cr-) Colonial Ridge Board P ( min.'Ties V4Shrinkage Ga co 9 ,L 9l8-4 4- 1855 iz 3/4" sheathing i0Fi LUS Hanel Roofing Double' hear Strapping 130" 13,0° 2 x 10 Q ib" O.C. LVL Beam allboard" Attic Floor Framing Flush Framed Beam r 2 x 10 6 16' O.G. m _ Attic - ---— waw It --c—Fascia M soffit m 2x Bottom Plate - 2x Band Joist Insulation Ya T 2x Floor Joist 0 5111: 1-2x6 P.T., 1-2x6 K.D. Second Floor Framing w/Sill sealer Q second 2 x t0 9 I6' O.C. 0 O `a 2 x 4 4 16" O.G. b Anchor Bolts O LVL Beam Exterior Wall - t9-- Concrete Foundation SM t o Standard Sill m m � t m Fist Floor Framing 3 'o First 2 x 10 ,0 16" O.C. U111111----' 1�1,:T,16165!11Z Jilt 11 1 111 IMMUMMUNUMIM Laily column cap _ sill Simpsom LCC -- Fie Blocking Lally or equal - A�prox, column I Lally bottom 4 base Finish center Beam plate embedded Grade n concrete slab v Lally Column 4 Footing 10" Foundation -r Perimeter Drain Basement Basement Slab ( per site conditions 1.811y Column Detail --- } — - - Notes CL-23 : Section 1 `® L All dimensions to be field verified and changes made accordingly. 2. For additional informa lon see "Notea,Specs. 4 DetaIts". I/4 !O 3, Drawlrro. Print cut date: cvo i/0? jy Ridge Vent Colonial tread ( min. ) Finish floor _ •Subfloor . . Ridge ge Board 9 = 978 -474- 1855 -- - E Header p Finish floor Joist hanger 10 __ ___' supports central 2 x 4 Ledger stringer Subfloor Locate floor header I Stair stringer f Header to intersect with TT „ x b l0 I6' O.G. bottom of stringer 6 B b 2 2 x a� Attic Floor Framing 5ase Detail Top Detail Attic 2x104116 O.C. 2x Heade 2x Floor oist 2 - 2x Header LVL Beam F Fascia _ Soffit I 12 741 9' - 9'O" I _ m 2 x 12 Stringers 2 x 4 l3locking Placed parallel with stri ere tlD 2 x 4 rat 16" O.C. Exterior Wall Second Floor Framing _ `V �, 2 x 4 Studs (begond) Second 2 x 10 Q ib O.C. ' "O _—_ a Zx Heade 2x Floor foot 2 - 2x Header i �9 0 l 2 x 4 Studs M 8 Q�egond) mI � 2 x 12 St inqere with Ineu�atTon r I 2 x 4 Fire Blocking Placed parallel First Floor Framing _� i with striners First 7X 10 a Ib" O.C. 2x We - —- 2x Floor ,foist FireBlockfng r B Sill Q, i I 44 -------- o Center- Center Beam (ZIo Lally Column d Footing araae 10' Foundation I I ° ' e r' I E 2 x 12 Stringers Lally column begond) Perimeter Drain `, Minimum Approx. Garage Slab ( per site condSlons ) I Finish - - - - - Note CL-23! - Section 2 1. All dimensions to be Field verified and changes made accordingly. yairWaU Section i V4" = 110" 2. For additional Information see "Notes,Specs. d Petalls". ' 1 3. Drawing print out date; OV01102 Colonial 8 - 16dnags Draf tin per connection 978 -414 - 1855 Ridge vent a, Ridge Board Collar Tie - 12 _ Roofing Simpson Strong-Tie 2 x 10 5! l6" O.C. Strap Tie LSTA21 lo� -- -- Vaulted ( typ.) YC1� lied ceiling Ridge vent Connection Detail 12 Ridge Board MMMMOMMMM 10 _-- Collar Tie Gelling Framing 2olO�kd 16' O.C. 2x 10na Ib OC. -—-- Fasc is -— - Attic FraininFasc la Soffit 2'x 10 1@ 16 O.C. Soffit O —Exterior m O Wall M 2 x 4 6 16' O.C, m _ Exterior Wall First Floor Framing Second Floor Framing F}bt 2 x b 6 I6" O.C. Second 2 x 10 6 16' O.C. - -—-- _________________' - - - Fire Blocking LVL or Steel Center Beam Lally Column 4 Footing 10" Foundation � Garage 'G=arage Finish Sect ion — 4 Perimeter Drain 1/4" = PO" (per site Approx, Gara a Slab conditions ) Finish 2x Fre Blacking 2x Fie Blocking Grade 2x Floor Joist 2x Floor Joist 2x Nailer Plate CL-235; Section - 3 Steel Center Beam Center Beam 1/411.= 110" (2)- Layers 5/8" Type-X (2)- Layers 5/8" Type-,X wallboard wrap around wallboard wrap around, Steel Beam UL #L524 _ ` 2x Nailer Plate Garage L Y L 13.siam ` 1. All dimensions to be field verffted and changes made accordingly. Garage a Steel Beam ads 2. For addIticnal information see "Notes, Specs.4 Details". 3. Orauinq print out date: 0I/01/02 0 \� GENERAL NOTES G7 G6 sP 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD �P2L13 kovGy \ II NON-JURISDICTIONAL WETLAND SURVEY AND PUBLIC AND PRIVATE PLANS. �— ,— 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF Gi G5 UNDERGROUND CONDI RONS. a OSBORNE HILLS REALTY TRUST =H.yhlD�d P s aa" 1 . NOsC 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND 1 G2 ., LOT 7 I. G° UE,)A Vi5Tr DETERMINING THE LOCAT/OP , SIZE AND ELEVATION OF ALL R EXISTING U77L177ES, SHOWN OR NOT SHOWN ON ]'HESE PLANS, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILI77ES FOUND INTERFERING WITH THE ss.00' ss.00' so.00' PROPOSED CONSTRUC77ON AND APPROPRIATE REMEDIAL ACTION ,l< - -- LEDGE BEFORE PROCEEDING / \ WITH THE WORK. LOCUS MAF I�OUTCROP ,I % 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS �'' / / / °Z` AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE: NO CER77FICA77ON IS INTENDED AS TO PROPERTY TITLE OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED °5 '� EASEMENTS. ' 5 RESOURCE AREA DELINEATED BY RIMMER ENVIRONMENTAL _ LOT 6 LOT 5 D� _ ' " LOT 4 , CONSUL77NG, OCTOBER 29 — DEC. 16, 2003 ' _ 15,307± SF. 15,572E SF. �-__ ;= � 15,530E SF. - cp Clj y� CIz P`4Q�WPNRpC0f0��oR�SSP� y l � SE�lE .�PSL AON P iC W ��ECK g � SED , �a N SNE RE EQ� - - L PGREC E J� / �G 12 ai / 0 O DECK �� 12' /9 OQOS� 97 • 6' c^V DECK V a PR s, R g8. 38 17. , cC / N. 94. 19' L� PROP 16 38' / 1$ GP_- O / GAR. 98. PROPOSED* DWELLING XAN 1 0 (T04 OYP�I TH / 98 22' _---1ST FL 2 PROPOSED DWELLING �q o I tt }2 4z AL) ! CELLAR 101. �L , GAR. 96. t � 0 1 CAP w� 92- 1ST FS�-R 99. 22, av i m o I g ,d CE AR 910. , �up 6 "0 High - o> , C14 r¢ a 30' I 1 O 3 O O0 9b \ ' v1P4K ' -d —� EASEMENT _ 1- 2 O i REru V- - ._. i n j o A4GE CITYOF _ ' 6-. r S OPOSPDRP -XO0/ j2o M 32 CL 0 NP�SwEERR10 20 Orl S CHABED 1 - 9b NOT _ I - �, s� g0 5 I N \ SWw _VISIBLE - I I o s PROPO._SED 8' TAP AND 8 SLEEVE, --�� 5 BASELINE SHOWI- STAINLESS VALVE WITH ---- SS HIG AN W_ LESS STEEL BOLTSON 2002 s 1 ROOF RECHARGE BED =_ -�\ ,: ..3 / D .99 DETAIL: No Scale 1 ENTRANCE �� '27 34 -7 - 9 .59 PC' 93.0 5%* GRANITE96.96 MIN. 1 INSPECTION PORT I / 98 CURB / H + S +\ PLAN TO FINISH GRADE TO PARK J �' / -�- , ,_•ARO 50.645 -- - 9" .73 93.64 (� .{1 DM Igo C�•11,J LAR ORA 11L 99 63 �S 9� D J a \ / I �� MARLBOROUGH X94 � 4 - STORMTECH SC-310 CHAMBERS 4" PVC TO DOWNSPOUTS IN AN 6' BY 30' STONE LINED (TYPICAL) EXCAVATION LOCUS /S SHOWN ON SUBDIVISION PLAN OF LAND ZONING DISTRICT R1 SECTION NOTE T ROAD STATIONS ARE IN METERS GEOTEXTILE FABRIC BY EASTERN LAND SURVEY ASSOCS. NOV. 17, 2003 ONE FAMILY RESIDENTIAL 4" LOAM AND SEED (MIN.)—\, _ LINED EXCAVATION ZONING DISTRICT R1 LOT AREA 15,000 SF. 18" MIN LOT WIDTH 100 FT. TO 96"MAX _ 4" INLETtMin. STORMTECH SC-310 CHAMBERS ASSESSORS MAP 9 PARCEL 1 FRONT YARD 15 FT. 2 RECORD OWNER. OSBORNE HILLS REALTY TRUST SIDE YARD 10 FT. SITE DEVELOPMENT PERMIT PLAN 16, DEED REFERENCE. BOOK 17338 PAGE 313 REAR YARD 30 FT. L DCA TED I!J21 1/2" TO 3" WASHED STONESALEM , MASS . S.H.W'.T• DETAIL nNs [D CRACE i PREPARED BY EROSION CONTROL SILT FENCE ' EASTERN LAND SURVEY ASSOCIATES, INC. 2'x2"x4'-6" WOODEN POSTS E'gI,�ysnne.n O TMH EXISTING TELEPHONE MANHOLE 100 PROPOSED CONTOUR ar 8. O.C. (MAX) i@ I ; crr '4q CCRPOR POSE=TDR € �-Ari.n,sTAR:E R"LK DOx -,,, '�:r Q� , CHRISTOPHER R. MELL 0, PLS p SMH EXISTING SEWER MANHOLE 100x0 PROPOSED SPOT GRADE PROPOSED ' ! o DMH EXISTING DRAIN MANHOLE MIRAFI No. 100 SEDIMENT we ER MAN <�� c' " CONTROL FABRIC x4' - ® EXISTING CATCH BASIN „ smaECOTacOON 104 LOWELL ST. PEABODY MA. 01960 LE3 EXISTING CATCHHYDRAJT HAY BALES =g WM nr r a c g cNTI a, a , srAwL17ss NEcna+ , c P° CSGO ..�.: R. Ss17: DLMND __- V L, �° <<2 t rEUG (978) 531 -8121 w EXISTING WATER GATE FLOW DIRECTION rRAVP,No . e-,— �n,:v,T�G!ST=`N� p No.31317 " f, .' p _ 'i t , "Dp�SS/0t•IAIE '2c ff f < PVOV7Va CIaTE SCALE: 1 20 FEBRUARY 5 2004 EXISTING GROUND 1 ; ! � 1 ",__ ,,�, T f — 100 — EXISTING CONTOUR ` �` ® PREPARED FOR REV. MARCH 2, 2004 100.00 EXISTING SPOT GRADE I. TYPE r, COPPER —J fkB"•rC 4iNtP05L, T ISE - ti o UTILITY POLE °" SERMCE LINE SEArR C'4 "r' LIGHT ON POST PROMDE f a. n. or 1• T SCREENED CRAWL '—SERMCE LINE Stt�NM DRAM t9E x CCPP[R NOZIP �7. � RETAINING WALL cvae sroP ,. rvLL PLC OR Nxa OSBORNE HILLS REALTY TRUST SADDLE MAY e_1 usr0 ro caxEcr '�6QY v4b Cxoo� STONE WALL TO EASnNO PLC. Eur. CONCRETE, OR FW PIPE f. SADOLES MUST NAtf RUBBER CASKETSt AND SNAIL BE TACHMAIW PHOTO REPRODUCTION OF THE ABOVE SEAL IS iy CURB WIN STRAPS. VOOLES WLL NOT BE CEMENTED ONTO ENC PIPE , --' �lr.mnrTMCsMArorwo. INDICATIVE OF UNAUTHORIZED REPRODUCTION _ yxr�y —% x WATER SERVICE CONNECTION t rlWEcowNrc FENCE _ _ NOT TO SCALE .. PIPE SHALL B_1 CUT TO COWORM To INCLVENtVC M MC SADoIE OF THIS PLAN AND IS TO BE CONSIDERED A 1 = I I II _ I I II -- RESOURCE AREA BOUNDARY s OR FIALRCNs OMECYIV nrnNC APE N ME LOKI)C PIPE WMCur A SDD,r _ oRnrtLWrEnrnNeAarNorucottED COPYRIGHT INFRINGEMENT AND/OR FRAUD. C 80101110 CONVECTOMS SHALL BE 8_100170 M oir MIN CRUSHED ENFORCEMENT AUTHORITY SHALL NOT ACCEPT 0 10 20 40 60 80 A:154 0 A10 RESOURCE AREA BOUNDARY FLAG II I I I II VIII = UNDISTURBED SUBGRADE S.O,L TO AT LEAST NALr off PIPE&AMCTER, VIII SEWER CONNEC770N DETAIL PHOTO REPRODUCTION FOR ANY PURPOSE.Nor 12795 2795 TO f c I [Certificate No: 776-2004 Building Permit No.: 776-2004 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the RESIDENCE located at - - Dwelling-- - ----------- eType 73 MARLBOROUGH ROAD in the CITY OF SALEM - _... - .. - --------- -- - ------------ Address TowNCity Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY SINGLE FAMILY HOUSE LDesLa.ners it is granted in conformity with the Statutes and ordinances relating thereto,and unless sooner suspended or revoked. - .. ... CA ^;' •+ 13, 2004 - - -------- -------------- - - pal Solutions,Inc. -- -- ----- """ """" -" ---------- Professional land Surveyors 6 Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD 3 WEED 1885 - 1972 PLOT PLAN OF LAND IN S MASS. Li 7 bs.a� la 5' 153vt 1�, N Z&74 tilM57�GT/GN h IIp 19y� LxYA/D Or SLGP�' �AS�HEMT y�„ Af&Pe ua7u- 6140 !� i CNRISTORNER r �f 0 R. DATE: �G�G� Z� � / 0 MELLO 1p No.31317 O UWERENCE: BR PGChrlddTR. o y SO �•�.���.�..� 104L0VVkLSTFd2kr PEABODY,MASS.0iWO (+mel sa��e�21 FAX*(9M 53t-5920