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HomeMy WebLinkAboutBuilding Permit #339-14 - 14 Longwood Avenue 10/9/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: af IMPORTANT: Applicant must complete all items on this page `' �, �, s` 7 t t ? � 1 {¢ d ' .-� t. v»r x x LOCATION .� N. v' n ��-� id 1" y ]¢ ,• ltY Prints `}I00 Year Oltl Sfc'ucturer, eyes o MAP NO t� � �PARbEL 'ZONING DISTRICT ! Histonc,District yes'` no ` t n� s Shop Villag t,,yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building Wbne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septics:;❑Well ❑'Floodplain �Jz etlarids ❑ Watershed District ,: { D SCRIP ION OF WORK TO BE PERFORMED: = u Izo R Identification Please Type or Print Clearly) OWNER: Name:�r����--� �s� Phone 97�dn2/s'-7��a Address: � F CONTRACTOR -Name ' s Phone s ' *Address > � ' ` :Supervisor's Construction L cense��- a� r� Exp Date .:Howie Improvement License ,�� ,�, s r k,Exp, Date ,� _ . ARCHITECT/ENGINEER, d /� .C�r Phone: :VY 15.r- Address: 71", Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F, l Total Project Cost: $ 175"' FEE: $ cZ910' _ y Check No.: Z") 3/' Receipt No.: 076 '5P T7 NOTE: Persons contracting with unregistered contractors do not have access to I}e guaranty fund Signature of Agent/Owner Signature of,contrac,or = , nl......, 1A/.,;.a...J.n ('...F;f;,.,J nl..+ I")I.... n +.,.•...-,-..•1 Dln , 7.. Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ I TYPE-OF-SEWERAGE DiSP.O,SSA/L Public Sewer Tanning/MassageBodyArt ❑... swimming Pools ❑ Well ❑ Tobacco.Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE PPR VED PLANNING & DEVELOPMENT ❑ COMMENTS CONSERVATION Reviewed on 10 Signature ' COMMENTS kEALTH X10 �+'w�eviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: / Comments Conservation Decision: i,r Comments _ Water & Sewer Conn eCti on/Sia nature a to_,— :::�Drlvewav Permit DPW To-to Engineer: Signature: U Located 384 Osgood Street SIRE DEPARTMENT - Temp Dumpster on sit= yes no Located at 124 Mair, Street Fire Department signatureldate COMMENTS Town of A No. — �` C h , ver, Mass, Ibq 11) O tC.Nf 1, .44 COCNIC Nf WICK � 1S ll BOARD OF HEALTH Food/Kitchen PERMIT L D Septic System THIS CERTIFIES THAT ..D �. ,. �.� ........... ,,,, 0'� LDING IN ......... .... ...... .......... .....�............... .......... has permission to erect bui 'ngs on.......................... .... ..y. :.. . ..... +.N ............................... �i 1 -.. to be occupied as ...............��.#4R.. .... . �1�11. ... ........ ................................................. rCh n y provided that the person accepting permit shall in every respect conform to the terms of the application / inaY IN' on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough J � d/,/ Final r° �,J� 3� J PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STAR S Rough Service Re -ar t w� ........... .... . . . ... r .,r.,............................... BUILDING INSPECTOR GAS INSPECTOR 1664tA Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina► f, No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. r oH�or,�ti 4 y ♦ !y SSACNUSf CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER. Building Permit Number 339-14 on 10/9/2013 Date: January 9, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 14 Lorraine Avenue I MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Dave Kindred PO Box 483 North Andover,MA 01845 Budding Inspector Fee: PrePaid $100.00 Receipt: 26977 Check : 1231 i I � NORTH Town of "t o : - No. , h , ver, Mass, I b 4 0 O LAN! COCNK NtW4M � S U BOARD OF HEALTH Food/Kitchen PERMIT L D Septic System THIS CERTIFIES THAT .. i. ,. ......... A. .... ILDING IN ......... .... .......... ................................ .......... t. nd do has permission to erect .......................... buN"ngs on ....14....... .... Y�`...................................I o g ��ito be occupied as ..............RIA .... �1A�.1`1....... .......................................... �h' n y provided that the person accrmit shall in every respect conform to the terms of the application / inal/ 'All on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final r �///` !,y- , J'3 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STAR S Rough .... Service � 15 te. ry � BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final �, No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. 77 L SEE REVERSE SIDE /�-� NORTH �UdJ �. own of _ Andover O 0 (7 No. % - h , ver, Mass, COC NIC Kf WICK �1• pDRATED S V BOARD OF HEALTH PER IT T LD Food/Kitchen Septic System THIS CERTIFIES THAT UILDING INS ECTOR ....... .../..�N...s IG�........ .�. .. ....................................................... � Foundation has permission to erect . ............. buildings on .. .........�.Q. .. . ...... f to be occupied as ....opn^..��.�....../)m......5. . .... . .. ............................................................ rCh* y provided that the person accepting this permit shall'in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR Vd -0 UNLESS CONSTRUCTSWTS Roug Service ............ .......................................................... Final BUILDING INSPECTOR /Z?. GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises— Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. a// Smoke Det. SEE REVERSE SIDE ot ,erN p T1,•Oh•1e.✓`t.,9 SSACNUSE CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 339-14 on 10/9/2013 Date: January 9, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 14 Lorraine Avenue MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Dave Kindred PO Box 483 North Andover,MA 01845 Bu ding Inspector Fee: PrePaid $100.00 Receipt: 26977 Check : 1231 NORTH own of ndover 0 to h , ver, Mass,. 1b 9 O COC KICKIWICK ��• �d AOJ?ATEO fkl � S U BOARD OF HEALTH PERMIT LD Food/Kitchen Septic System THIS CERTIFIES THAT TAVIA .......... .......... . ,,,,,,,,,,,,,, ILDING IN nd do has permission to erect .......................... buN'ngs on ....14....... ....-of ~t:............................... gto be occupied as ............... . .. .... 111k'....... .......................................... Jrh ny provided that the person accepting permit shall in every respect conform to the terms of the application / in provided 'All on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final Air' PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STAR S Rough e a ....... / ...................... Service ........... .... . . . ... �' BtW . I.N nna e4 /�rT7—65 BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final f, No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ' SEE REVERSE SIDE /�� NORTH q Town of ndover ver, Mass, 'x,9COCNICNl WICK y�. 5 4AT E D ►P�,t,�5 t) BOARD OF HEALTH PER Food/Kitchen Septic System UILDING INSPECTOR THISCERTIFIES THAT ......... ...L 14.......... .�..... .. ................ ......................................... ��. 7 Foundation has permission to erect .......................... buildings on .....� .........�.Q. .. . ............................................ ough �� to be occupied as ..... � VA.......S. . ... . ................... . .... ............................... ch' y provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR (quo ' UNLESS CONSTRUCTS TS <T g Service ............ ........................................................... Final Z BUILDING INSPECTOR `Z GASINSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE t%0RTy q oTIED G 1r *, o o - •'_ '' .APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION IL cHusFKy BUILDING PERMIT # ADDRESS/LOCATION OF PROPERTY: Map_ Y7 Parcel Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: ' I CLOSING DATE ON PROPERTY: FIVE _ 5)LAYS NOTICE rRI0I2 TO CLOSING DATE IS RE( ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIP REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL B` DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE 1 I Permit Issued to: DcuA � Address: a 3 1� ,31 e__v ROUTING TOWN ENGINEER, SITE PLAN-DRIVE-WAY REVIEW G CONSERVATION M PLANNING X /a/27a//3 / DPW-WATER METER i-Zji i SEWER CONNECTION Cg' DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW AQ SIGNATURE File:Application for OC form revised Jan 2007/2011 NORTy O YLEp '91, 3., hti H aria O APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION INK �9Ss"T`°'P�K�y BUILDING PERMIT# 3 3 g -� [HUS ADDRESSILOCATION OF PROPERTY:l e Map_ y Parcel f Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: f �j3 _FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: _Jbcw-�� I� � Address: a ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW` G CONSERVATION M . PLANNING 0 1 a12 al/3 r DPW-WATER METER ' SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 � � ��n tO 1.b}]Z�'�7`LC&'•��.rL���'v G�nC1%�'�LL�U��LL�S•$� -. . ` ,y�� £'� 9tL?9L21'ZG{% � LrJ�2 Ufi��dC2F — �� G2• ��i'2� CGL$ G:'2• � C��42{LG : ,P-i (tau i/ds) .: CJlgcru:s_ 00775 13.G.L. CSP 3 iER I-I-8; ScC T IONS 26F; 26r7-1/2 Cir or Tamm T his Certifies that the property locatedat /9P-C' has been equipped with approved smoke detectors, and carbon manoxide alarms and was found to be In compliance witih Massachusetts General Law, Chapter 143 Sections 26F,26F'r'2 and 52i CMR 21, t se Inspection/Testing completed on: / By; InsFG•ccr Fee Paid." Head of Fre Department: Mata:This certificate expires sixtLy (o^Q) days aiceMd to al Issue. SELLE �s Capt 1 i y 50 Washington Street, Suite 3000 Westborough, MA 01581 Conser atlon Services Group IECC 2009 402.4.2.1 Testing option Blower Door Testing Cass / Fail Date of test: 1z1 z.&/�i 3 Street Address: Total conditioned floor area: 6 Total conditioned volume: 13 17."7 Source of area and volume calculations: S Builder ✓ Rater Other HERS Rater: Conservation Services Group, Certification Number: q '70 /4( Signature: 1-- � Builder: 104 Builder Contact: Tested Air Leakage Requirement: 7 Air Changes per hour at 50 pascals (ACH50) or less Measurement: ACH50: /-/t z Conservation Services Group © 2011 h. I 50 Washington Street Suite 3000 a Westborough,MA 01581 F t 508.836.9500 Conser atlon f 508.870.5975 Services Group www.csgrp.com IECC 2009 & MA Stretch Energy Code Duct Tightness Verification G;;�Fail ,- C r,}r4 Date: 12-J ZL. 2 Permit No.: Street Address: 111 rX e A v-e Total conditioned floor area: Source of Area Calculation: ^'LIq IV HERS Rater: f C ( : l .e Certification Number: 99 0 f/ f Si nature: (�J Builder: f 1 v P Builder Contact: HVAC Contractor J 2009 IECC- New Construction Post-construction test ❑:1 Total Leakage— 12 cfm/100 ft'maximum allowed O Leakage to outdoors—8 cfm/100 ftz maximum allowed Testing result: cfm/100 ftZ Rough-in test Total leakage Air Handler Installed? ❑ Yes—6 cfm/100 ftZ maximum allowed ❑ No—4 cfm/100 ftz maximum allowed Testing result: cfm/100 ft, MA Stretch Energy Code—401.3 Prescriptive Option for Residential Additions and 401.5 Prescriptive Option for Alterations, Renovations or Repairs Applies to all systems except those in which the air handler and all ducts are located within conditioned space ❑ Leakage to outdoors-4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ftz Conservation Services Group © 2010 NORTH Town of ? _ ndover O 0 No. C% h , ver, Mass, A_ CO[HICKl WICK ��• 7�p�4ATE0 S U BOARD OF HEALTH Food/Kitchen PERMIT T� D Septic System THIS CERTIFIES THAT BUILDING INSPECTOR has permission to erect buildings on Foundation .......................... . ... .. ............. Rough to be occupied as ................. a:'1°, �:V.f-�... 1.�: lr.... 1 Chimney provided that the person accepting this permit shall In every respect c� Final on file in this office, and to the provisions of the Codes and By-Laws rE Construction of Buildings in the Town of North Andover. �Lj 1 �. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MC fe,(,vn�4 ELECTRICAL INSPECTOR UNLESS COSUC 0N TR TI N ' Rough Service ............. .......�!i Final // GAS INSPECTOR Occupancy Permit Required to Oct — Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE NORTH own of 1 ndo-ver O - ..� "t No. tF01111W. " _ ver, Mass, cocH�cNew�cw ��• �d p04ATED ►•Pa,�,�y S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ...... ..................................................................... BUILDING INSPECTOR has permission to erect buildings on ,,,..,, Foundation .......................... .... ............................ Rough to be occupied as ................. a;1°, ..'.: . =P�......: 1.!:Y: .l... c: :�f�'.......................................... Chimney. provided that the person accepting this permit shall in every respect conform fo the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION T RTS Rough Service ............. ........ . .. . .... ... . �................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE DATE coRv® CERTIFICATE OF LIABILITY INSURANCE19112/2013 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 3 ' BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NUUNTACT AME: M P ROBERTS INS AGCY INC PHONE (978) 683-8073 wAX e ND:(978) 683-3147 1060 Osgood Street A/ o E#:AIL North Andover, MA 01845 ADDREss:Sandi@mprobertsinsurance.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A.ESSEX INSURANCE CO INSURED KINDRED HOMES INC INSURER B-MERCHANTS MUTUAL, INSURANCE CO CORP. INSURER C:ASSOCIATED EMPLOYERS INS CO P.O. BOX 483 INSURER D: NORTH ANDOVER, MA 01845 INSURER E 978-688-6558 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000 ,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 50 000 MED EXP(Any one person) $ 0 A 3DM5468 7/22/137/22/14 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY E F-1 RO- JE CT LOC PRODUCTS-COMP/OP AGG $ EXCLUDED OTHER: $ AUTOMOBILE LIABILITY GOMBINFD Ea accident $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED MCA7014524 03/08/13 03/08/14 _ B. AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE'- AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY Y/N WCC500-5008521-2013A ANY08/1/1308/1/14 STATUTE ER C OFFICER/MEMI BER wEXCLUD DE?CECUTIVE ❑ NIA E.L.EACH ACCIDENT $ 500,000 (Mandatory in E.L.DISEASE-EA EMPLOYEE$ 500,000 If yes,describe under u DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) i CERTIFICATE HOLDER CANCELLATION TOWN OF NORTH ANDOVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE' NORTH ANDOVER MA 01845 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I 19E18-20T3 ACO D CORPORATION. All rights reserved. ACORD25(2013/04) The ACORD name and logo are registered marks ofACORD rJ" Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 175,000.00 m $ - $ 2,100.00 Plumbing Fee $ 262.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 262.50 Total fees collected $ 2,725.00 14 Lorraine Avenue 339-14 on 10/9/13 Single Family Home Registry ID nom Energy Rating Certificate Rating Number Certified Energy Rater Eric Wilder 14 Loraine Ave Rating Date 9/18/2013 N.Andover, MA Rating Ordered For Dave Kindred Estimated Annual Energy Cost ~ �� Use MMBtu Cost Percent 5 Stars Plus Heating 50.0 $455 31% Projected Rating Cooling 1.5 $61 4% HERS Index: 62 Hot Water 15.1 $127 9'0 Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 16.8 $601 41% .011/0 General,information µ` _ Photovoltaics 0.0-� �.— ---«. ---&---- Service Charges $20409 14%4% Conditioned Area 1483 sq. ft. House Type Single-family detached Total 83.4 $1454 100% Conditioned Volume 13275 cubic ft. Foundation More than one type _ Bedrooms 3 3 . Criteria This home or exceeds the minimum criteria for the following: ,Mechanical Systems features Heating: Fuel-fired air distribution, Natural gas, 96.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Water Heating: Instant water heater, Natural gas, 0.96 EF, 0.0 Gal. Duct Leakage to Outside 80.00 CFM. Ventilation System Exhaust Only: 45 cfm, 10.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes iBui[ding Shelt Features Ceiling Flat R-40.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic N/A Exposed Floor R-30.0 _.A _ "� -_j Vaulted Ceiling N/A Window Type U:0.30,SHGC:0.19. Eric Wilder Above Grade Walls R-21.0 Infiltration Rate Htg: 5.00 Clg: 5.00 ACH50 Conservation Services Group Foundation Walls R-0.0 Method Blower door test 50 Washington St. Westborough, MA,01581 �L>Ights and Appliance Features _ ._R �_ Phone#508-836-9500 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Fax#508-366-2214 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 550.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.83 Ceiling Fan (cfm/Watt) 0.00 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. REM/Rate-Residential Energy Analysis and Rating Software v14.2 This information does not constitute any warranty of energy cost or savings. 0 1985-2013 Architectural Energy Corporation, Boulder, Colorado. :t IP ppartment of Public Safety Beard of;l3u.ilditi�Regulations and Standards Construction Supervisor j License CS-005693 DAVID A KINDI&IJ 65 EAST INDIA ROW.#H BOSTON M 02110 Commissioner Expiration 01/13/2014 it i I NOTF- ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH LATEST EDITION OF MASSACHUSETTS STATE BUILDING CODE, FOR ONE-AND-TWO FAMILY DWELLINGS, 780 U CMR, & ALL OTHER APPLICABLE PLUMBING AND a co ELECTRICAL CODES L7 O o Q o :2 uo w - Lo - - - ---- -- - - -- ---------- -- - - - -- z - � z W z LLJ H v cy: 8 w H 0 Z DOoPN M 5Q D DOo DCN o CN p M 0) Z W § LJ-) J W Q > Q F— c W U Q FRONT ELEVATION SHEET NO. 1 I I i I i I i i I i I I I i I I I I I I I y m m F-I Ni o a z O � I I I I I I DRAWING ANO: 2013=266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC N N m REVISED: NORTH ANDOVER, MA 7 MONTVIEW ROAD Z SCALE: 3/16" = 1' DRAWN FOR: CHELMSFORD, MA, 01824 Kindred Homes, Inc.DATE: 9/9/2013 17978)-4301 -4585 I I i i i i i i i i i I I I i I I i I i r m Mll Hl y O Z -- - - - - - - - - - i I i i i I I I I I � j f i i DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC cn m REVISED: NORTH ANDOVER, MA 7 MON.TVIEW ROAD DRAWN FOR: Z SCALE: 3/16" _ 1' CHELMSFORD, MA, 01824 ' DATE: 9/9/2013 Kindred Homes, Inc. (978)-430-4585 I I I i II i I i I i I I •I I I 0 �N - - - - - - - - -- r t� r I I r ' C O I I I i I I i I I I DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC m REVISED: NORTH ANDOVER, MA 7 MONTVIE'W ROAD SCALE: 3/16" = 1' DRAWN FOR: CHELMSFORD, MA, 01824 DATE: 9/9/2013 Kindred Homes, Inc. (978)-438,-4585 i N OTES: 1. 10" CONCRETE FOUNDATION WALL 3000 PSI 8. OTHER CONCRETE STANDARD AS REQUIRED BY THE SBC SUCH AS ACI 2. 22"x10" CONCRETE FOOTING 3000 PSI 318-95, 318-89, SHALL APPLY TO FOUNDATION. 3. ANCHOR BOLTS SPACING 6'-0" MAX 9. REINFORCING STEEL SHALL CONFORM TO ASTM A616, GRADE 60 AND WELDED 4. PLACE 2-#5 BARS 0 IN FOOTING, TOP & BOTTOM OF WALL. WIRE MESH ASTM A185. 5. BOTTOM OF FROST WALL FOOTING 4' (MIN) BELOW GRADE 10. REBAR DETAILING ACI 315-8 d- 6. SOIL BEARING CAPACITY ASSUMED TO BE MIN. OF 1.5 TONS/SF. 11. ALL FILL MATERIAL SHALL BE COMPACTED SCREENED GRAVEL 95% MINIMUM a 0 0 7. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "GUIDE DENSITY. Z Q Q Lo TO RESIDENTIAL CAST—IN—PLACE CONCRETE CONSTRUCTION REPORT OF COMMITTEE 332. o m 00 w Lo - SQ SMOKE DETECTOR W/PHOTO ELECTRIC SENSOR 50'-0" a W 3 ----------------- ---- ------ - ---- - - - - - - - Z - -- -- --- - HEAT DETECTOR — — — — — — — — — — — UNE OF FOOTING BELOW — — — — — C7 5 e- o• �• o, o, o, a- o. _ Q. v• o. o. Q. o. �. o• o W Z SN ape. spa. a a .Da. a spa, a ,pa. a 'Da. a Da• .Do. O J r� o O 10" POURED CONCRETE FOUNDATION WALL 0 . I o- i I io w H Do° 4" CONCRETE SLAB O N 14'-0" 14'-0" 2x6 FIRE WALL Z Q w O a o N 8"Wx9"Hx8" DEEP CONNECT LVL MEMBERS W/2 ROWS OF SI SON SDS 1/4X6 AT 24" OC FROM EACH SIDE c°, � Q .� BEAM POCKET '4 2.0 Ri idlam LVL 4-1 3/4"X16"X22' 2.0 Rigidiam LVL -1 3 4"X11 7 8" 2.0 Ri idlam LVL 4-1 3 4"X11 7/8" p a/ a C 4" die. STEEL8"Wx9"Hx8" DEEP I Z 10" POURED CONCRETE LALLY COLUMN BEAM POCKET FOUNDATION WALL REINFORCED 12" 3000 PSI CONCRETE FOOTING i 22"x10" POURED CONCRETE GARAGE FOOTING 3000 PSI p o 0 (SEE NOTE 4 THIS SHEET) w N 1 IL ..,a N I. cn STEP WALL TO FINISH GRADE STEP WALL TO FINISH GRADE I o r� N II p UNE OF FOOTING BELOW a N ° Z p\j MCP W Z o GARAGE DOOR HEADER BEAM: CONTINUOS 4-1 3/4"x11 7/8" 2.0E Ridgidlam LVL — — — — �NOF�'I�4S Q > Q w USE SIMPSON TIE-DOWN STRAP. CONTINUOS LATERAL BRACING ALONG TOP & BOTTOM CHORD IS REQUIRES. 4' FOUNDATION WALL o=��PT Q S tiN p Ir V) p 4'-6" 9'-6" 2'-3" 2'-3" 9'-6" P 1 SHEET N0. �, sT c7ui�� f;�� 28'-0" 22'-0" ,`I OFFSSlONAL��G 5 GARAGE WALL-FOUNDATION ANCHOR FOUNDATION PLAN USE SIMPSON "STRONG-TIE" STHD14/STHDI4RJ STRAP-TIE HOLD DOWN NOTES: I. STUDS-NO. 2 OR STANDARD STUD GRADE JOISTS AND RAFRTERS-E=1,200,000 P, _ STAIR BEAMS AND GIRTS-E=1,200,000 P, S•I.� FB- 850 P.S.I. 2• DOUBLE . . THIEADER OISTSLL S I � Fg- 850 P.S.I. GRADE. 3. DOUBLE JOISTS UNDER APARRALELL PARTITIONS & TRIMMERS AT All FLOOR OPENINGS. 4, FULL BLOCKING IN EACH JOIST 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BAY AT MID-SPAN OVER 10'_0" . SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THEE TYPICAL 2x6 SIDING EXTERIOR WALL: 6 WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED AACTURED gY HORIZONTAL SIDING CORNERS. AT LEAST EVERY 25' OF WALL LENGTH WITH T ENGINEER. ��2.. SHEATHING METAL BRACING. TEACH ENO R2�6 STUDS Q „ WB-10 SIMPSON BATT INSULATION U — - -- ------- ---- -- --------- a 00 - -- 2'-10" x 4'-9" 14'-6 - ----- --------- O Q --- W 2'_10" x 4'-9" 8'-0" _....___ of --- U-- -� -O- `ao 2-g 5'-9 1/2" x 4'-9" C7 O r,� --- __ z N Z o 8' 2x6 WALL t' W r a o = t\ 0) c, t N --8' 2x6 WALL o Z, t C141 8' 2x6 WALLo C O t W � GARAGE Z Q 3 O - 2x6 FIRE WALL Q+ C p r~ LINE OF DOOR ABOVE 4" CONCRETE a O I r E SLAB d :r LINE OF DOOR ABOVE x I � t I I r a4 CV q, � 0 V- I I x N t I I co I O o 9'-0" N 4' 2x6 WALL t II o 9-0" z co \ 7'-6 Z Q 0) 13'-0" 0HOFH�,1ss 3: N w 7'-6" Q > "� U U U I- • 50'-0,, (s."RAL e ... I NE 0.414'1 :' SHEET NO, EWALL PLAN Z ti AL 6 NOTES: SMOKE DETECTOR W/PHOTO ELECTRIC SENSOR 1. STUDS-N0. 2 OR STANDARD STUD GRADE JOISTS AND RAFRTERS-E=1,200,000 P.S.I./ FB= 850 P.S.I. - PROVIDE CARBONMONOXIDE DETECTOR AT EACH FLOOR BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. - ALL HEADER BEAMS ARE 2 OR 3-2x10 W/ 1/2" PLYWOOD STAIR STRINGERS NO. 1 GRADE. IN BETWEEN NAILED UNLESS OTHERWISE SPECIFIED. 2. DOUBLE HEADER JOISTS & TRIMMERS AT ALL FLOOR OPENINGS. 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS U N 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" ,aa 00 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY a SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THE ENGINEER. z QQ 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED WITH TWB-10 SIMPSON METAL BRACING LOCATED AT EACH END CORNERS AT LEAST Lo ao EVERY d- 25' OF WALL LENGTH. W p I 14'-0" 6'-0" 2'-0" 5'- 7'-2" 8'-o" 7._6" W ZO m I .-. 2'-10" x 3'-5" 2'-10" x 3'-5" _ 0) 8'-4" x 5'-9" [_ I- U .� 0 N N x 00to BATH KITCHENz N to `n MASTER BEDROOM N ® w ® a FAMILY ROOM QQ Lnz Q ° o 7'-s" 3'-0" 3'-s" ATH -1 H Lo N N l� 2'-6" 2._6., 6 U X o b CONNECT LVL MEMBERS W/2 ROWS OF io 0 to � CLOSET o M 2'-6" SIMPSON SDS 1/4X6 AT 24" OC FROM EACH SIDE ro � Z — � 4 - 1 3/4 x 14"x 22 2.OE Rigidlam LVL 2'-6" 2'-6" (1ST FLOOR CEILING) 00 I co M 4'-6" cV U-) o) SO M O M X BEDROOM ##3 M o BEDROOM ##2 z DINING` ROOM N N 00 O ® Z N c) p n 0)i 00 i o Z W Ln i N J W > Q I— of W U Q 5'-8" (n C3 5'-6" x 5-9" 5'-6" x 5'-9" 8'-4" x 5'-9" SHEET NO. 7'-0" 5'-9" 2'-6" 5'-9" 7'-0" 4'-2" 10'-10" 7'-0" 50'-0" 7 1 ST FLOOR PLAN i i NOTES: 1. STUDS-NO. 2 OR STANDARD STUD GRADE JOISTS AND RAFRTERS-E=1,200,000 P.S.I./ FB= 850 P.S.I. BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. STAIR STRINGERS NO. 1 GRADE. TYPICAL FIRST FLOOR 04 2. DOUBLE HEADER JOISTS & TRIMMERS AT ALL FLOOR OPENINGS. FINISH FLOOR ON a 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS 3/4" T&G PLYWOOD SUBFLOOR 0 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" SCREWED & GLUED Q Q 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY 2x12 FLOOR JOISTS ® 16" o.c. Lo < < ap SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THEENGINEER. W/1x3 CROSS BRIDGING W Lo 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED WITH 1X4 W p ___LET-IN-BRACES-LO.CATED_AT_EACH_FN0 CORNERS__AT__LEAST_EVERY 25'OF WALL LENGTH OR USE TWB-10 SIMPSON METAL BRACING. 50'-0" C7 5 u- 1X4 LET-IN-BRACES AT EACH CORNER & AT LEAST EVERY 25' OF WALL LENGTH O w .. OR USE TWB-10 SIMPSON METAL BRACING AS SPECIFIED BY MANUFACTURER. 0) 0) Z' U 6X121 FL86R OIS ® 16" o.c. 1x3 BRI IN CR) U Z Q Z O 1 x3 BRI GINx Q o o Q CO EC L M BE S 2 0 OF IM ON SD 1/, X6 T OM AC SI E d' Z 00 4 1 /4 X 1 7 " 0 gidl m 4 1 4" X 1 7/ " 2 R idl L -1 3 X1 X2 2. RicdIa L co c� N x3 RI IN x1 R OIS 16 o.c. 1x3 BRI GIN( �`� O M o II N O iv CV O co \ 0) 3: H OF A�qS z w w sa`�' sgoy 3 N _j w w W U Q o E, LY AL p cn D 1X4 LET-IN-BRACES AT EACH CORNER & AT LEAST EVERY 25' OF WALL LENGTH o/ 143 Q SHEET NO. OR USE TWB-10 SIMPSON METAL BRACING AS SPECIFIED BY MANUFACTURER. F - �sS�ONAL EAG Q FLOOR JOIST FRAMING PLAN V i I - I I i I 6 o 2"x1 RS b At O. . i i 0 m 00�\ 2 10" RA R 0 6" c. b � r-- +2 !"x1 DG 80 RD i i 2"x 0" 1 A" FARS 10 11 o. . I D D �� I i ® ® 9,0 as � a Q n I xx x NNN N OXX sV,0 r ;0 ; C)ZDp � NR-a0r n N9DDr- =� n ® °sp Z� oa 0 N Gg— ��, Fd r Silas I i i DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC N M REVISED: NORTH ANDOVER, MA 7 MONTVIEW ROAD M ; Z SCALE:3/16" = .1' DRAWN FOR: CHELMSFORD, MA, 01824 o Kindred Homes, Inc. DATE: 9/9/2013 (978)-430-4585 i i i NOTES: TYPICAL ROOF FRAME: 1. STUDS-NO. 2 OR STANDARD STUD GRADE #225 ASPHALT SHINGLES JOISTS AND RAFRTERS-E=1,200,000 P.S.I./ FB= 850 P.S.I. 2x6 COLLAR TIES ® 4' O.C. BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. 2x10 RAFTERS ®16" O.C. STAIR STRINGERS NO. 1 GRADE. 2-2x12 RIDGEBOARD 2. DOUBLE HEADER JOISTS & TRIMMERS AT ALL FLOOR OPENINGS. 2-2x12 HIP & VALLEY 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS 1/2" ROOFING PLYWOOD a 00 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY Z SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THE ENGINEER. 'z�- < -'� co 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED WITH TWB-10 ROOF VENT (TYP.) W 0: Lo SIMPSON METAL BRACING LOCATED AT EACH END CORNERS AT LEAST it p ------- ------EVERY_25_.-OF_WALL_LEND.TH.------ ----- ---- -—-----------. - ------ -- ----- --------- --------------------- -------------- —� _ - -w -�--o--------- C7 5; u- 12 I TYPICAL ROOF FRAME: W uj a0 g� �'' W #225 ASPHALT SHINGLES 2x6 COLLAR TIES ® 4' O.C. H U 2x10 RAFTERS 016" O.C. 2-2x12 RIDGEBOARD 2x6 COLLAR TIES ® 48" o.c. 2-2x12 HIP & VALLEY 1/2- ROOFING PLYWOOD 200 CEILING JOISTS ® 16" o.c. Z w � � CA O 12" SOFFET VENT Zi Q w O -cs TYPICAL FIRST FLOOR Q FINISH FLOOR ON 3/4 T&G PLYWOOD SUBFLOOR TYPICAL 2x6 EXTERIOR WALL: SCREWED & GLUED HORIZONTAL SIDING 0 2x12 FLOOR JOISTS 0 16" o.c. 1/2" SHEATHINGLl O 10 CROSS BRIDGING 2x6 STUDS ® 16" o.c. Z o R21 BATT INSULATION i �i 4" dia. STEEL TYPICAL SILL ASSEMBLY: LALLY COLUMN N 247 x 24" x 12" 1/2" DIA. ANCHOR BOLT ® 72" o.c. 1 'REINFORCED 2 - 2x6 PRESSURE TREATED SILL PLATE M e CONCRETE FOOTING ;; 1/4" SILL GASKET O r M o� 4" CONCRETE SLAB ,°- 10" POURED CONCRETE N II N FOUNDATION WALLZ co cn IL kA %N1 ci Y p 0' N 0 CROSS SECTION �Tul SHEET NO. `S�6C3NAL E�Ci 10 f NOTE' ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH LATEST EDITION OF MASSACHUSETTS STATE BUILDING CODE, FOR ONE-AND-TWO FAMILY DWELLINGS, 780 U CMR, & ALL OTHER APPLICABLE PLUMBING AND a 000 r-- ELECTRICAL CODES Z o o � o U-) Z w o Z ~ o W z o 0 z a z U H O � ZQzo � Z DOo� D M D� P � � D u o ) Z_ W Of W U Q FRONT ELEVATION SHEET NO. . _ 1 I I . I i I ^�^ �Il ll, r m C y O aN I I � I i DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC N REVISED: NORTH ANDOVER, MA 7 MONTVIEW ROAD z SCALE: 3/16 = 1' DRAWN FOR: CHELMSFORD, MA, 01824 Kindred HomesInc. P DATE: 9/9/2013 , (978)-430-4585 I N 11J y O i Z i - - - - - - - - -- -- - - - - - - - - - - LL], :awn WIN EB --- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - --- - - - - - - - - - - . . . . . . . . . . . . . . �I DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC c m REVISED: NORTH ANDOVER, MA 7 MONTVIEW ROAD DRAWN FOR: Z SCALE: 3/16 ' = 1' CHELMSFORD, MA, 01824 DATE: 9/9/2013 Kindred Homes, Inc. F(978)-430-4585 C I I 00 EEIE �N Lill -j 4r I y r r� H I O I I DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC m REVISED: NORTH ANDOVER, MA 7 MONTVIEw ROAD Z SCALE: 3/16 = 1' DRAWN FOR: CHELMSFORD, MA, 01824 DATE: 9/9/2013 Kindred Homes, Inc. (978)-430-4585 NOTES: 1. 10" CONCRETE FOUNDATION WALL 3000 PSI 8. OTHER CONCRETE STANDARD AS REQUIRED BY THE SBC SUCH AS ACI 2. 22"x10" CONCRETE FOOTING 3000 PSI 318-95, 318-89, SHALL APPLY TO FOUNDATION. 3. ANCHOR BOLTS SPACING 6'-0" MAX 9. REINFORCING STEEL SHALL CONFORM TO ASTM A616, GRADE 60 AND WELDED, 4. PLACE 2—#5 BARS © IN FOOTING, TOP & BOTTOM OF WALL. WIRE MESH ASTM A185. U d 5. BOTTOM OF FROST WALL FOOTING 4' (MIN) BELOW GRADE 10. REBAR DETAILING ACI 315-8 ,-4 N 6. SOIL BEARING CAPACITY ASSUMED TO BE MIN. OF 1.5 TONS/SF. 11. ALL FILL MATERIAL SHALL BE COMPACTED SCREENED GRAVEL 95% X INIMUM a a0 7. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "GUIDE DENSITY. o 0 TO RESIDENTIAL CAST—IN—PLACE CONCRETE CONSTRUCTION" REPORT OF COMMITTEE 332. a o < L - SQ SMOKE DETECTOR W/PHOTO ELECTRIC SENSOR W o- `o 50'-0" - HO HEAT DETECTOR — — — — — — — — LINE OF FOOTING BELOW — — — — 77� � � M� ' a• `pa va a `po ve Ie 'pa va a• •pa ve' a ,Da v" a' v" a vn a• v" o _^ Z c 4 •pn ,pa a Da , w O J �\ 0) o° O 10" POURED CONCRETE p FOUNDATION WALL w Q+ a Z U 4" CONCRETE SLAB D Q 14'-0" 14'-0" 2x6 FIRE WALL0 Z Q O O O Qe 4 O N 8"Wx9"Hx8" DEEP CONNECT LVL MEMBERS W/2 ROWS OF SI SON SDS 1/4X6 AT 24' OC FROM EACH SIDE ao BEAM POCKET04 '4-1 3 4'X11 7/8' 2.0 Rigidlam LVL 4-1 3/4 11 7 8" 2.0 Rigidlam L\kl—n 4-1 3/4'X16"X22' 2.0 Rigidlam LVL p 4" dia. STEELa O 10" POURED CONCRETE LALLY COLUMN 8"Wx9"Hx8" DEEP/, d' Z FOUNDATION WALL REINFORCED 12" BEAM POCKET 3000 PSI CONCRETE FOOTING 22"x10"POURED CONCRETE o FOOTING 3000 PSI GARAGE o (SEE NOTE 4 THIS SHEET) QQ aO I N o CN STEP WALL TO FINISH GRADE N STEP WALL TO FINISH GRADEI o r r7 II — LINE OF FOOTING BELOW — — — — ;� I N 04 o c o ° :o ° �o ° o a' Z V) 0) GARAGE DOOR HEADER BEAM: CONTINUOS 4-1 3/4'x11 7/8" 2.0E Ridgidlam LVL — — — — — — — — § _N J Lid SIMPSON TIE-DOWN STRAP. CONTINUOS LATERAL BRACING P��N OF Q > Q I— ALONG TOP & BOTTOM CHORD IS REQUIRES. r A 4' FOUNDATION WALL oa��' j © tiG w 1 � 0 2'-3" 9'-6" 4'-6" 9'-6" 2'-3" `1� 28'-0" 22'-0" ST cTu � SHEET N0. of Its-rc GARAGE WALL-FOUNDATION ANCHOR FOUNDATION PLAN USE SIMPSON "STRONG—TIE" STHD14/STHDI4RJ STRAP—TIE HOLD DOWN NOTES: 1. STUDS-NO. 2 OR STANDARD STUD GRADE JOISTS AND RAFRTERS-E=1,200,000 P.S.I./ FB= 850 P.S.I. BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. STAIR STRINGERS NO. 1 GRADE. 2. DOUBLE HEADER JOISTS & .TRIMMERS AT ALL FLOOR OPENINGS. 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS TYPICAL 2x6 SIDING EXTERIOR WALL: U 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" HORIZONTAL SIDING a o_NO 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY 1/2" SHEATHING O SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THE ENGINEER. 2X6 STUDS @ 16" O.C. � 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED AT EACH ENDR21 BATT INSULATION ao < � CORNERS AT LEAST EVERY 25' OF WALL LENGTH WITH TWB-10 SIMPSON METAL BRACING. 50'-0" W p z � ' w o 7'-0" 13'-0" 14'-6" 8'-0" 7'-6" (D > LL. z lz 2'-10" x 4'-9" 2'-10" x 4'-9" 5'-9 1/2" x 4'-9" W 0 00 0) w ao a 8' 2x6 WALL X W o N 0 8' 2x6 WALL 8' 2x6 WALL H z x i 2x6 FIRE WALL o N 1 � oo GARAGE . Z 4" CONCRETE SLAB LINE OF DOOR ABOVE LINE OF DOOR ABOVE cD CD F r X N I rj O N II 0 _ N 00 4' 2x6 WALL o \ o Z p M rn i OF i Ld, N J W rL= ���� L `y Of w U Q p U) p g v ` iR u ­z.t SHEET N0. 7'-6" 13'-0" 7'-6" 22'-0" /No.41431.1 KNEEWALL PLAN i I r NOTES: S SMOKE DETECTOR W PHOTO ELECTRIC SENSOR 1. STUDS NO. 2 OR STANDARD STUD GRADE - W/ PHOTO AND RAFRTERS-E=1,200,000 P.S.I./ FB= 850 P.S.I. - PROVIDE CARBONMONOXIDE DETECTOR AT EACH FLOOR BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. - ALL HEADER BEAMS ARE 2 OR 3-2x10 W/ 1/2" PLYWOOD STAIR STRINGERS NO. 1 GRADE. IN BETWEEN NAILED UNLESS OTHERWISE SPECIFIED. 2. DOUBLE HEADER JOISTS & TRIMMERS AT ALL FLOOR OPENINGS. 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS U 14- 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" a 00 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THE ENGINEER. 0 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED WITH TWB-10 Z Q Q ul SIMPSON METAL BRACING LOCATED AT EACH END CORNERS AT LEAST O m 00 EVERY 25' OF WALL LENGTH. W X ul) 50' 0" Z Lv O LL d 14'-0" 6'-0" 2'-0" 5'- 7'-2" 8'-0" 7'-6" W Z m I O JLIJ ^ 2'-10" x 3'-5" 2'-10" x 3'-5" Q _ 8'-4" x 5'-9U .� e o 2'-10" N c" - Ld x 00 _ BATH KITCHEN M N z x MASTER BEDROOM N :0 ® e FAMILY ROOM ),@ w Q Z Z Z z o 3 7'-6" 3'-O" 3'-6" ATH 2'-6" b i� c N N L� 2'-6" 2'-6., x o CONNECT LVL MEMBERS W/2 ROWS OF O co CLOSETS �oi �-, 2_6., SIMPSON SDS 1/4X6 AT 24" OC FROM EACH SIDE n � Z I I�f4 - 1 3/4 x 14"x 22 2.OE Rigidlam LVL 2'-6" 6^ (1ST FLOOR CEILING) i c 4'-6" N Ln M U-) BEDROOM #3 � T BEDROOM #2z DINING ROOM � 04 u s 00 004 O o c N Z Nl 1­1 Q M Q U'1 4j Ln LLI J W Of 5'-8" Of N 0 rn 5'-6" x 5'-9" 5'-6" x 5"-9" 8'-4" x 5'-9" SHEET NO. 7'-0" 5'-9" 2'-6" 5'-9" 7'-0" 4'-2" 10'-10" 7'-0" 50'-o" 1 ST FLOOR PLAN NOTES: 1. STUDS-NO. 2 OR STANDARD STUD GRADE JOISTS AND RAFRTERS-E=1,200,000 P.S.I./ FB= 850 P.S.I. BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. STAIR STRINGERS NO. 1 GRADE. TYPICAL FIRST FLOOR U 2. DOUBLE HEADER JOISTS & TRIMMERS AT ALL FLOOR OPENINGS: FINISH FLOOR ON a 04 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS 00 3/4" T&G PLYWOOD SUBFLOOR 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" SCREWED & GLUED O 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY 2x12 FLOOR JOISTS ® 16" o.c. �z�-y Q Q Lo SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THEENGINEER. W/1x3 CROSS BRIDGING o m co co 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED WITH 1X4 W Lo LET-IN-BRACES LOCATED AT EACH END CORNERS AT LEAST EVERY 25' OF WALL LENGTH OR USE TWB-10 SIMPSON METAL BRACING. 50'-0" Z W O ►� z 1X4 LET-IN-BRACES AT EACH CORNER & AT LEAST EVERY 25' OF WALL LENGTH W .. N OR USE TWB-10 SIMPSON METAL BRACING AS SPECIFIED BY MANUFACTURER. M _ cn U 612 FL olslb 016" lo.c.11 �+ 10 BRIE IN w O 0 � Z Q w 0 10 BRI GIN Q �. o CO ECtLMI M BES 2 0 OF IM ON SD 1/ X6 T OM AC SIE d- Z N 4 1 /4 X 1 7 ° 0 gidl m 4 1 4° X 1 7/ " 2 R idl L -1 3 X1 X2 2. Ridd1a LA III cfl N 1x3 RI IN x1 FL R OIS ® 16" o.c. 1x3 BRI GIN r4 . 0 0 ON ID Z OFkll s W l;l Q > Q FW- o� Q 1-j------ ------ o n E LY AL 0 Qf 0 0 1X4 LET-IN-BRACES AT EACH CORNER & AT LEAST EVERY 25' OF WALL LENGTH U �5 o 1 SHEET NO. OR USE TWB-10 SIMPSON METAL BRACING AS SPECIFIED BY MANUFACTURER. Fss10NAL�yC� FLOOR JOIST FRAMING PLAN 8 so 2"xl " F AM RS lft 0. 4 ,U ' O �o 1 11 y N m 2 10" RA R ® 6 o.c. b r 2 "x1 DG 1 RD Z 2"x 0" 1 AFTRS 9 1 " 0. . ;0 �. a a �F rn rn A n x NNN N� A. O "X �n O D N N 0 >> ZDp M � y0 sins DRAWING NO: 2013-266 14 LORRAINE AVENUE TAJ ENGINEERING, LLC ` ^ REVISED: NORTH ANDOVER, MA 7 MONTVIEW ROAD Z SCALE:3/16" = 1' DRAWN FOR: CHELMSFORD, MA, 01824 P DATE: 9/9/2013 Kindred Homes, Inc. (978)-430-4585 NOTES: TYPICAL ROOF FRAME: 1. STUDS-NO. 2 OR STANDARD STUD GRADE #225 ASPHALT SHINGLES JOISTS AND RAFRTERS-E=1,200,000P.S.I./ FB= 850 P.S.I. 2x6 COLLAR TIES ® 4' O.C. BEAMS AND GIRTS-E=1,200,000 P.S.I./ FB= 850 P.S.I. 200 RAFTERS ®16" O.C. STAIR STRINGERS NO. 1 GRADE. 2-2x12 RIDGEBOARD 2. DOUBLE HEADER JOISTS & TRIMMERS AT ALL FLOOR OPENINGS. 2-202 HIP & VALLEY 3. DOUBLE JOISTS UNDER ALL PARRALELL PARTITIONS " a 04 4. FULL BLOCKING IN EACH JOIST BAY AT MID-SPAN OVER 10'-0" 1/2 ROOFING PLYWOOD 5. METAL FASTENERS FOR WOOD MEMBERS SHALL BE AS MANUFACTURED BY C7 O SIMPSON CO. "STRONG TIE" OR EQUAL AS APPROVED BY THE ENGINEER. Z Q Q Lo 6. WALL BRACING: EXTERIOR WALL PANELS SHALL BE BRACED WITH TWB-10 ROOF VENT (TYP.) O 00 SIMPSON METAL BRACING LOCATED AT EACH END CORNERS AT LEAST w LoLo EVERY 25' OF WALL LENGTH. W oO M gF2 TYPICAL ROOF FRAME: W OZ p #225 ASPHALT SHINGLES = rn 2x6 COLLAR TIES 0 4 O.C. 200 RAFTERS 016" O.C. 2x6 COLLAR TIES ® 48" o.c. 2-202 RIDGEBOARD 2-2x12 HIP & VALLEY 1/2" ROOFING PLYWOOD (� 2x10 CEILING JOISTS 0 16' o.c. W U W p o w w 12" SOFFET VENT Z Q z TYPICAL FIRST FLOOR Q FINISH FLOOR ON 3/4" T&G PLYWOOD SUBFLOOR TYPICAL 2x6 EXTERIOR WALL- C) SCREWED & GLUED HORIZONTAL SIDING 2x12 FLOOR JOISTS ® 16" ox1/2" SHEATHING, Q �+ 0Lj10 CROSS BRIDGING 2x6 STUDS 0 16" o.c. d- Z i R21 BATT INSULATION 0 4" LY COLUMN STEEL LL LAY TYPICAL SILL ASSEMBLY: 24" x 24" x 12" 1/2" DIA. ANCHOR BOLT ® 72" o.c. N REINFORCED 2 - 2x6 PRESSURE TREATED SILL PLATE CONCRETE FOOTING > 1/4" SILL GASKET M O M >`. 4" CONCRETE.SLABN > " II p 10 POURED CONCRETE N FOUNDATION WALL Z is uj CROSS SECTION - Q a ~ YO� E� D !r N SHEET NO. cl NAL 10 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: /:Y ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANCER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A-F and G min.$10041000.fine NOTES and DATA— (For department use ® Notified for pickup - Date Doc.Building Permit Revised 2010 3