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Building Permit #040-2017 - 51 WELLINGTON WAY 4/25/2016
Lor I �` I � %AORT11 BUILDING PERMIT PIV4,1 1/� of t�eo -b;�tio T WN OF NORTH ANDOVER - LI FOR PLAN EXAMINATION 70 �- � ;0.; ,« Permit No#: / /�0 '� /� ete is �SSgC LJS�c Date Issued: A 2-4 I PORTANT: Applicant must complete all items on this page t y y LOCATION i✓ Y ' in RROPERTYtbWNER S r Jw , w Pr t ,�100 Year Structure MAP AR CEL _ZONING:DISTRICT/ Historic District s Z. +� ,•or i t i .mss ,Machine,Shop Village YeS:`.. .: TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential `.New Building XOne family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Se_ptie' 0 Well,' ❑SFI®odplin; ❑1Netlantls C7 Waterh@aDistncti Cl WaterlSewer _ _ __ _ DESCRIPTION OF WORK TO BE PERFORMED: r Identification- Please Type or Print Clearly OWNER: Name:. i�1ft c �14 Aff '�-�� . "AJC• Phone: ��f-�l/ -�116 Address: SN /o S6-eC li 0 e IF3 75 s w r f e 'sF s•` E r-Y.+ meq' _ a s , Contractor Name: c9 Ph.o'ne. Email: Address Supervisors Construction License t �=/� s Exp-` Date x= kHome{Impro ment Licensefi��. s ARCHITECT/ENGINEER r( Phone:g��=v��'�5�/cam Address: C �cu�/ /�fiQ • �j/ Reg. NoZ 7 7S- FEE SCHEDULE.,BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 54 4166->61- FEE: $ O_Co Check No.: b��Z `^- `!) g 5e Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access-69 the guaranty fund _ - r Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans' TYPE OF SEWERAGE DISPOSAL Public Sewer ElTanning/Massage/Body Art E] Swimming Pools El Well ❑ Tobacco Sales ❑ Food Packaging/Sales. ❑ Private(septic tank,etc. Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed On �/;�;�hbsignature_ COMMENTS CJ�Cs'G CONSERVATION Reviewed on `4 1 Si nature' COMMENTS HEALTH Reviewed on K ZL Si nature 47 COMMENTS NQ�J� T--))J , (dA) `TS' %,� � (c0( �'� Jul,���l� 'oning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes 'Planning Board Decision: Comments 4 Conservation Decision: Comment 7-6-1,6 Wafter & Sewer Connection/signature& Dat �4WDriveway Permit a DPW Town Engineer: Signature: , �� --fo—/(0 Located 384 Osgood Street FIRE in,EPARTMENT Temp ®umpster on sit yes` '' Located at 124 Main S reet 'Y `�' `� ,. Fire De partrnent sig ture/da _%*� rp' f 5 i � -,c 31'r�^� - kms. ".�s .. a''�K�i' tr�,'�,'�"yrl tG-y>�, �,v� �em,''Y! �,�.� 7a 9 � �'°s �R;3 �� i,,,. •i7'�'a -t Dimension Number of Stories: - Total square feet of floor area, based on Exterior dimensions.3XOSF Total land area, sq. ft.: �3Oq �F ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$1oo-$1000 fine NOTES and DATA— (For department use) i I i II �> I ❑ Notified for pickup Call Email Date Time Contact Name = E ----------------- Doc.Building Pennit Revised 2014 f Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4, Building Permit Application I Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4� Building Permit Application 4 Certified Surveyed Plot Plan 4 Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses 1 � Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 4, Mass check Energy Compliance Report (If Applicable) 1 .i. Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit - New Construction (Single and Two Family) � Building Permit-Application 4� Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses 4; Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And i Hydraulic Calculations (If Applicable) Copy of Contract 2012 IEC Energy C Ener code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit ' In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals i that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location S�' 1 ��t ,✓ w - Date A9 Zot/54, • TOWN OF NORTH ANDOVER Certificate of Occupancy $ w Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 1 69 Building I spect6r f of NoxtM� Ly Ol�!`i. D�•�M�w ^off y t/�'OW..✓'19 'JSICIM15fi CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 040-2017 on 7/14/2016 Date: November 8, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 51 Wellington Way-Lot #4 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: Messina Development Corp. 51 Wellington Way North Andover,MA 01845 uilding Inspector Fee: $100.00 Receipt: 3�1 Check : 16 0►7 Location Iv No!40 Date • - e744— TOWN OF NORTH ANDOVER • Certificate of Occupancy $ Building/Frame Permit Fee w! $ Foundation Permit Fee $ _� Other Permit Fee $ TOTAL $ Check# ` Buila&ndlnspectorV i 0*4-,LED 14r, ) APPLICArRON FOR CERTMC.ATE OF OCCUPANMINSPEMON "ss �o �� BUILDING PM MST# ® s o 7 I ADDRESS&OCATION OF PROPERTY: J'��G' CL�/�,f��� WAL Map D5 Parce1 _LatNumber SUBDIVISION: ���LL1� ��_f�f U�S DATE REQUESTED FMEDIREADY FOR INSPECTION. CLOSING DATE ON PROPERTY: Z-16 zi�g FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REOUMD ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TM FRAMES. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. i ,APPLICANT SIGNATURE • i , • s E Pernut Issued to• , Addms:-V,-7-7VJAt K AA ROUTING TOWN ENGINEER, SITE PL -WAY REVIEW CONSERVATION 1941, PLANNINGE'� -q 1)jZ6)5 _00(a 0(a OLD) DPW WATERMETER L�' E SEWBR CONNECTION (� ' I DPW MUST INDICATE THAT THE WATER METER.HAS BEEN INSTALLED PRIOR TO j SUBMITTAL OF THE OCCUPANCYA NSPECTIOIN REQUEST SIGNATURE ' - E Pile:Application for OC form revised Jan 2007/2011 l 009TH Town of ndover O - 0 ver, Mass, p COCNIC"I N �1 lS u BOARD OF HEALTH Food/Kitchen P E R M 1"..T T L D Septic System 1_ THIS CERTIFIES THAT ... MO .. �14r �„ BL116114G INSPECTOR p g 10A.4-IG1".0#r�w AV* ... Foundation has permission to erect ......................:... buildings . .... .... Rough to be occupiedas ...... . il / .t. ey .............................................. Ch�mh ' 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. UMBING INSPEC Qf Rough / �9 J VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL IINSPWTOR UNLESS CONST ION S Ro co ervice .. .. .. ... .... ............ .... Fina —4't__ e 0 `1z BUILDING INSPE R AS IN PETOFj/j Occupancy Permit Required to Occupy Building Rough ' Display in a Conspicuous Place on the Premises — Do Not Remove Final6 No Lathing or Dry Wall To Be Done �/6 FIRE DEPARTME T Until Inspected and Approved by the Building Inspector. Burner Street Smoke *CLEAResult 50 Washington Street, Suite 3000 Westborough, MA 01581 IECC 2012 402.4.2.1 Testing option Blower.Door Testing Pass / Fail Date of test: i i��O/�v Street Address: J 6Uc?///;V j,�y� �� Total conditioned floor area: 3 1 Total conditioned volume: bio CA d Source of area and volume calculations: CN S Builder ✓ Rater Other HERS Rater: CLEAResult, . Certification Number: - % 0 Lj Z. i Signature: fO O -< 1 -Builder: cs i►'1� —r2`h' rid iC" Builder Contact: �� ��c�' Tested Air Leakage I I Requirement: 3 Air Changes per hour at 50 pascals (ACH50) or less Measurement: ACH50: 2> � d CLEAResult © 1011 Home Energy Rating Certificate Property HERS Unknown Rating Type: Projected Rating Certified Energy Rater: Eric Wilder lot 4 51 Wellington Way Rating Date: 5/5/2016 Rating Number: N.Andover,MA Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost HERS Index' SU Use MMBtu cost Percent • Heating 42.7 $1340 48% General information Coating 6.5 $91 3% Conditioned Area 3166 sq.ft. House Type Single-family detached Hot Water 4.2 $214 8% Conditioned Volume 26910 cubic ft. Foundation More than one type Lights/Appliances 25.2 $965 35% Bedrooms 4 Photovoltaics -0.0 $-0 .0% Service Charges $168 6% Mechanical Systems Features Total 78.6 $2778 t00% Heating: Fuel-fired air distribution,Natural gas,%.0 AFUE. Cooling: Air conditioner,Electric,13.0 SEER. Criteria Water Heating: Instant water heater,Natural gas,0.97 EF,0.0 Gal. This horse meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 90.00 CFM25. Ventilation System Exhaust Only:60 cfm,21.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-37.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.280 Above Grade Waits R-21.0 Infiltration Rate Htg:3.00 Clg:3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Eric Wilder CLEAResult Lights and Appliance Features 50 Washington St. Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Westborough,MA 01581 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-328-2760 Refrigerator(kWh/yr) 557 Clothes Dryer EF 3.01 1998-184 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 9901142 ccl � REM/Rate-Residential Energy Analysis and Rating software v14.6.2 This information does not constitute any warranty of energy cost or savings.®1985-2015 Noresco,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. rU HO DTH :k 4� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER - <r Building Permit Number 040-2017 on 7/14/2016 Date: November 8, 2016 THIS CERTIFIES THAT g THE BUILDING LOCATED at 51 Wellington Way ' Lot #4 • r off, r;. 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. 'Y ?r. Certificate Issued to: Messina Development Corp.P 51 Wellington Way North Andover,MA 01845 h' �f "s uilding Inspector Fee: $100.00 ' Receipt: 3 It W) Check : r I()t 7 ;; 4j T Y Y o�No DTN� o w ♦ u +1 as1CNUStt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 040-2017 on 7/14/2016- Date: November 8, 2016 THIS CERTIFIES THAT k. THE BUILDING LOCATED at 51 Wellington Way—Lot #4 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: Messina Development Corp. ' 51 Wellington Way North Andover, MA 01845 9L5 S, uilding Inspector ` s Fee: $100.00 Receipt: Check 110 t7 zr. .y V qCt 1 NORTH Town of E : ndover .. Q �.'+.. 'yam •� � . No. 04b -2.zI7 z oh ver, Mass, LO[NIC New.. 1' s U BOARD OF HEALTH Food/Kitchen PERMIT T, LD Septic System THIS CERTIFIES THAT !� �� ' a BLI61114G INSPECTOR has permission to erect g ��. L..t1 �7 .&W. ... Foundation ......................... buildings . .... .. ... `Rough' paw to be occupied as . .... .......................... cam`" p , n. . . � .�! . �. ... ............... Chimney ' provided that the person accepting this permit shall in every respect conform to the terms of the application Final r'Sj�x %—'4� 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. UMBING IINSPEC gly jFinal � d �f VIOLATION of the Zoning or Building Regulations Voids this Permit. J 4115: f l/ yG1;6 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST ION S GIL' 0� ervice .. ... ............. .... :F:, a q'�_ BUILDING INSPE R AS IN PE TORS Occupancy Permit Required to Occupy Buildinz Rough Display in FinalS� p y a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To Be Done )e a ��6 RTME T Until Inspected and Approved b the Buildin Ins ector. Burner Y g p Street Smoke Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 3009000.00 m $ - $ 3,600.00 Plumbing Fee $ 450.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 450.00 Total fees collected $ 4,600.00 51 Wellington Way 040-2017 on 7/14/2016 Single family home ORTH a BUILDING PERMIT OF N�eO agti0 TOWN OF NORTH ANDOVER — - r�� _ ,,,ffPWTION FOR PLAN EXAMINATION 4t Permit No#: 1 a e eceia� — �gsSgArea cHusr`��� Date Issued: I PORTANT: Applicant must complete all items on this page r int " PROPERTY., OWNER /'Yf � Q1 �krDYdtiey�l'�'' � f a, � 4, Pry= � .,: r 100 Year Structu a yes o , PARCEL { ZONING DISTRICT/ /' Historic Districf yes ' y Machme.Sho .Villa e es TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential .New Building XOne family 0 Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial 0 Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other wit, DESCRIPTION OF WORK TO BE PERFORMED: T 7 f G /�-t 1 "�C1 Y`�L �.[J s A-71- GU/97�"il Identification- Please Type or Print Clearly OWNER: Name: A1ff l�Ot.e_'td14/l�n�- � -�f�:C• Phone:177�-?c7l -31 FO Address: 5N eef - e I FS Contractor Narnxe Phone Email; ti01.11 Supervisor's Constructloni Llcense �� y / Exp� Dra#e K ARCHITECT/ENGINEER Y`t Phone:g7F.SS2 FS/81 Address l ./I�i9%t1 5Y x ,Obc �y /�iQ 0IS"3�' Reg. No 76 :-- FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ �� 0,C9� Check No.: 0 v i Receipt No.: NOTE: Persons contracting with unregistered contractors do not have acce the guaranty fund Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans'` TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tamling/Massage/Body Art ❑ Swiwming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packagiing/Sales ❑ Private(septic tank,etc. Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed �1 On Signature_ COMMENTS G1 c �> i CONSERVATION Reviewed on t-� 1 Signature G COMMENTS ±q �-I/ HEALTH Reviewed onE Si nature COMMENTS ((o( -�oji s � _-Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comment Water& Sewer Connection/Si nature& Dat 1W Driveway Permit L DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPA ' TM �NT - Te p Dwrnpster on -sit- yes r n© Located at 1�2 ai S reet Fire Depa e t sig : ture/d to � c10RTli oven of 2Andover O No. 3qb---2w7 tz , h , ver, Mass, A_ COC LAKI ICN y1• 7,9 p°RATED S U BOARD OF HEALTH Food/Kitchen PERMIT .T L D Septic System THIS CERTIFIES THAT ... MOW ... �.;�.'...„ L ...p............................ BUILDING INSPECTOR .. has permission to erect buildings onFoundation Rough to be occupied as .. �. ... � �........ .�. .............................................. Chimney 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 UNLESS CONST ION S Rough Service .. .. .. ... ..... ............. . Fina BUILDING INSPE R GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final YY No Lathing or Dry all To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. NORT11 Town of 0 jil0 No. b". �t L- Mad" h , ver, Mass0 L11116 , CO'HICNew.cw 1' S U BOARD OF HEALTH Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT .. ..�.�F..�. �... ... ��:.�� �".°`.. . ......° �.' BUILDING INSPECTOR ......... .... .... .../.................... Q 6 �W oundation has permission to erect .......................... buildings on ..\................................��. .................... G' �� 00 � � Rough to be occupied as .............. ............... 41 .................................... ...........................................?. .......I.°.... Chimney provided that the person accepting this permit shall in every re pect 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIOT 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. N 0 9 i 3'23, .01 Lot 4 / 87.9' EXISTING FND. / T.O.F=144.1' / 37.1' ^ 22.3'' .�NOFAtq 26.2' 37.7' MIC A O= E tP S GI 7p O 3 191 .0 �OFE �`"°S ALL I NGTON WAY CERTIFY T SHOWN CONFORMS O FOUNDATION LOCATION POAO SETBACK REQUIREMENTS -LAWS NCONSTRUCTED. (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMENTS, CLIENT: MESSINA DEV. ORDERS OF CONDITIONS;ETC.)THIS DRAWING SHALL NOT BE USED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT BY THE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED ABOVE,EXCEPT WITH THE WRITTEN PERMISSION OF CHRISTIANSEN LOCATION: NORTH ANDOVER,MA. &SERGI INC.FURTHERMORE THIS DRAWING IS THE COPYRIGHTED PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY DATE: 7/1/16 SCALE: 1"=50' UNAUTHORIZED USE IS PROHIBITED.CHRISTIANSEN&SERGI TAKES NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR N PROFESSIONAL ENGINEERS &NLAND SURVEYORS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG.N 0.:14036.001.017 N w $ 39 O 4 � s 3,23' I .01 Lot 4 , / i 87.9' EXISTING FND. / T.O.F=144.1' / n 37.1' cci 22.3' -,NOFI4igss9 , 26.2' 37.7' o MIC AE N ` g s GI 70 O .3191 .O ROFE ` aQ. (,q�S V WELL I NGTON WAY I CERTIFY THAT THE PRIMARY STRUCTURE SHOWN FOUNDATION LOCATION THE HICORIOF THE LOCAL ZONTAL ZON SG BY-LAWS N EFFECTTWHEN CONSTRUUC CONFORME TO (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMENTS, CLIENT. MESSINA DEV. ORDERS OF CONDITIONS,ETC.)THIS DRAWING SHALL NOT BE USED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT BY THE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED ABOVE,EXCEPT WITH THE WRITTEN PERMISSION OF CHRISTIANSEN LOCATION: NORTH ANDOVER,MA. &SERGI INC.FURTHERMORE THIS DRAWING IS THE COPYRIGHTED PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY DATE: 7/1/16 SCALE: 1"=50' UNAUTHORIZED USE IS PROHIBITED.CHRISTIANSEN&SERGI TAKES NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREON. PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG.NO.:14036.001.017 The Commonwealth of Massgchusetis F Department of Industria Accidents X Congress Street,Suite 100 `F Boston,M4 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Eieetricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information /� /� Please Print Legibly Name(Business/Organization/lndividual):�6Ts'S�� I.C-ZJ 1...O - Address;2177LJAs4i A N S*k_LG+ City/State/Zip 0 U 04.013D . Q1 hone#: q' fie'M—51 fe) Are you an employer?Checktfte appropriate box: Type of project()Vequired): 1.❑I am.a.employer with employees(full and/or part-time).' 7• JKNew construction 2.D4I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 3..F1I am a homeowner doing all work myself[No workers'compAnsurance required.]t 9. Demolition 10 Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11..❑Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 1- .[]Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of'exemption per MGL c. 14.EJ Other 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] - :r; *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who subnut#his affndavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors jhat check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees;4iey,nnust pre'vide their workers'comp.policy number. f am an employer that is providing worliers'compensation insurance for my employees.'.Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins,Lic.#: Expiration Date: fob Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DTA.for insurance coverage verification. X do hereby certi y under tliepains and penalties ofpeijury that the information provided above is f/U;� d correct. Si nature: Date: 0– Phone# � Official use only. Do not write in this area,to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): i 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instruction ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of 11ire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.". Applicants Please fill-out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub'contractors)name(s),address(es)and-phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Ifidustrial Accidents foi•confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department o£ Industrial Accidents. Should you have any questions regarding the law or if you.'are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-iin'sured companies should'enter'their ' self-insurance license number ontbe appropriate line-., City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel.#617-727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia MESSI-3 . . . .. OP ID:.BC f-'i C�RL�R DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 07/2012016 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 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 CONTACT Foster Sullivan Insurance NAME. Brian Clancy 163 Main St PHONE LAIC.No.Ex1t:978-686-2266 1rc No:978-686-6410 North Andover,MA 01845 E-MAIL rou cbClanC fostersullivan om Foster Sullivan Insurance LLC aaDREss: Y� 9 roup.conn INSURERS AFFORDING COVERAGE NAIC# INSURER A:ATAIN SPECIALTY INS COMPANY. 17159 INSURED. Messina Development INSURERB:ZURICH AMERICA INS CO 16535 Company,Inc: INSURER 277 Washington St Groveland,MA 01834 INSURER D INSURER E: 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 THEPOLICYPERIOD 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: IADDLSUBR LTR R TYPE OF INSURANCE - POLICY EFF POLICY EXP LT - -1NSD VUVD. POLICY MMIDD MNUDD LIMITS A X COMMERCIAL GENERAL LIABILITY. EACH OCCURRENCE IS 1,000,000 CLAIMS-MADE o OCCUR CIP269351 08114/2015 08/14/2016PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) I$ 10,00 PERSONAL&ADV INJURY IS 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 2,000,000 POLICY 1_1 PRO-/ECT LOC PRODUCTS-COMP/OP AGG $ OTHER: ri $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO - BODILY INJURY(Per person) .$ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Pec accident) $ . HIRED AUTOS NON-OWNED PROPERTY DAMA $ AUTOSPer accident) $ UMBRELLA UAB 1 OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ . DED RETENTION$ $ WORKERS COMPENSATION I PER OTH• AND EMPLOYERS'LIABILITY YIN STATUTE ER _ ANY PROPRIETORIPARTNER/EXECUTIVE ❑N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? - (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under - -- DESCRIPTION OF OPERATIONS below E.L DISEASE-.POLICYLIMIT,I$ B Builders Risk ER07711684 05/18/2016 05118/2017 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. North Andover,MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD MESSI-3 OP ID: BC ,d►coRo° DATEY)CERTIFICATE OF LIABILITY INSURANCE 03/28/2016 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 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 CONTACT Foster Sullivan Insurance NAME: Kelly Pappas 163 Main St A No Ext:978-686-2266 FAX No):978-686-6410 North Andover, E-MAIL Sullivan Insurance LLC ESS:kpappas@fostersullivangroup.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ATAIN SPECIALTY INS COMPANY 17159 INSURED Messina Development Company,I INSURER B:ZURICH AMERICA INS CO 16535 277 Washington St Groveland,MA 01834 INSURER C: INSURER D: INSURER E: 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 TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR IND POLICY NUMBER MMIDD MWDD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE TOCCUR CIP269351 08/14/2015 08/14/2016 DAMAGE TO REN PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ❑ F—]POLICY PRO- OTHER: LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED F SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per a.dent $ L $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEF—]N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ B Builders Risk ER07711684 05/18/2015 05/18/2016 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SAMPLE ACCORDANCE WITH THE POLICY PROVISIONS. "EVIDENCE ONLY STREET AUTHORIZED REPRESENTATIVE CITY,ST 00000 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD _==_=_=_ _===_ _ - ------------- ----------_ _____ •r- ==- - — — - = - - ----------- ----------------------- - ___------------_--_______-------- ----------- Li�i == !Omni iii '...I�./.I .=� I/..I n.. f.■ ■.f = iii! son IRA MAINE In E ONE 11101 Fvi■ ... Rawlong IN [121 .■ ... -- ��_ ---�--- ----�- 1, i ��� --- _ _ - — --- iiia . ...� — ..■ � fill ww■ ____ an ■sa11 on — M-- -mm summon EM r .r �S1GN /O' ----- /G, 101-8/1 1-811 --------------- - - ' + 2 -------- I Lb IBM --- ------------------ 10 TIaE lcoundallon i -- 1 i CZ)#51C'ebarNTop ------------------------ (2) ----__--_------- -----CZ1#S rt'cbar/V M/d-.Span ' t Fello,13e/ow APP stlE�ttve, To 24 14 71 i 2011W X!O"dp,!rill 7'rlp/c I��/4"x 9-I/4" �� w r k°"`' ?m It � Cj r i 1 (2)#5 Veba(II Dolton, Varna-Caro 20 cs•t45r 1 Dearo f ode} „ r �aqc 1 1 28.X ZS X 147p, p/�jt 4 4 7-hk,Mln, 3-1/Z"Sfcc!Lary,TYR W tT�+ 5 i M pt�nJ DosT 1 ( Lex e. Lex I 40 G 61-O�r, T-�,+ 8 �Iii���eo`ss�ce���3=asses: �mc$ - �19�� II�Cs=:�_ '— .. s�s eta s — � � � s sss—=acs=sss `Z' --- ----------'�-- ___— ..__-- ______- 1 I � F'D09,Dc%w ' r- - -1 l 7-hl�Wall to be S/8 Type X i Q` Trlple l-3/4"x 1/-1/4" 1 I Gyp�uro Doard,Gama-l!5/de See b Verga-Laro Z,O tV 1 _� Garage Gelling to be S/8 Tye X Detail 1 3(00 PSI Gyp�uro Doard W/P/a�`er Q) 1 = 4117'4,MJn 1 � r �,r l/ln, Drop Slope for dralr4ge 1 i S ' ©9 I. � i Daxr,cnf Window S/rc�' ��-I(}�,� r 1 ' t-ocdlon TDD Dy Conlrxto, -: 1 i 1 l�lra iia ad Door ,�_ ----------- ------------------------ -------------------------------- ---- - -------- - - ----------- lir--- -------2,-------------------- -------------2�--- ------------� ---------- -- ------------- ,Z0 of "OLD 51-211 1-211 op oom � NA PRS il�4Z SEE FOU Ick 147TI o AJ P OTF- S NOTES: P Err t L 3HMET 1 1 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED loun a1 l on Plan BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE AC( t-)Rnwai Y 2)j5/CSN Deck 14 30' 10' 41 /3, 1/ „ 16,03„ 5' — 5' 7'-IZ" 6'- _W"DFf' 6'Slide .-t. ps rAOrfs 4 /6 00, Kifchen Eafinq Area ®® ® to be modified 6' ®® 2846 - o FLook is PoSf,I=ron Above, Po5/ pq P1306 _ Wi /0' _ 3 -------- ----------oP -_-► s�l PoSf P1304 PoSf 00 0 G • G1i195E 5, 1„ Y P Z 2Ei�6-Z ti l3afh muu- 8, 2846 5fudY UP © 0 Pen Jail G - C/o Foyer — - - `LI- 0mLiL�- eR 21 3046 / S,4sH / SA H 1 = 7 Z Z LY-9".00 - 00, 40' 1 NOTES: /5/1 /:V00r 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED _ BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. SGtFL 3�1G��-I �5/GN 30' 10' IG' 13'-114' - " 00, 8'-7" - 5' - --- 5 3 2832-Z ool _ TeMpefed Z�y2: Z� y 2832 2832 3'-24" IZ'-94„ , 1 Laundf 8'-102" LN, 0 13afh l I, 13afh / w✓.cl-, lied M-57-Al 1 _ OG !� Open Foil Po5l F1315 GL. ©QS I J Lcz:,c CL l=DI2 2G 2 ON � - _ 2'G Voulfed Gelling ---- Open Oed#3 ---- lied#2 ; 26 .i� ® 2842 2842 �Cfle55 UP PDOI 'V �Cffe55 2842 2842 ----- - 2842 2842 2 - ------- — Tempefed 6/o55 55435 Z' 1„ 1„ 1„ 1„ 3-11- G-4 3-52 G-3 (sl 3-52 G-4 3-112 3-8 8-2 42 Z 00 40 40' NOTES: - -- - - - - -- - - - - 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2n [ 1 fV oof I-ayou n i O 2-2x12 p,l, 'a- -2x10 PT-, 12"0 Sonolube ocon Cie ow W//'igloo/ ., 4'lie%ow arade 13 l 0'::c:} p p � ��.� �. : ��� C14' W/Anchoi Boll fll(f=�-r P-?- \9 4\9 4x6 P.7. Post FOR c A. N 1/2"0 Lpq p0/l5 X16"o,c, N o' I ` ` Plumbinq fiTlodf/Ab ovc rea I i � 1 � l 1/ I - ---- -- - - 1 -�- -- --- - Y. I I o Q 1 II I II F1309,below 7-fiple 1-25/4"x 11-1/4" Ver5o-Lary 2,0 99666f,4r 14' i 11 II 11 II O � 1 r1c 44 E-T - -- 7/ !7 2-2x - - --- --- Folo, 13e%w —_ .-.- -- fes �G f 7- p/e 1-3/4"x 9-1/4" NOTES: Ve1-Sa-Lary 2,0�.�. 3600 f,m ,rte-f /0 or �rGf'711� 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED , BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY, - 61V -501 30' 10' Plumbin4 Area �z° - Toilet Above I✓D06,�/ugh Ouo l'3/4"X , A. Ver,o-1-om 20 1 t!ac Par Ir , I'D04,Below(14'5pan) 0oub/e 1-3/4"x II-114" Versa-Lar�2,0 �l' i �' I I I s II I I -7-7 28 - - - •-- -- -- — -- _ s 1 LL I I 5 I II r, I 7 I 1 1 le FES , I � \ 2-2x/0 \j FT I , , 1 I ! I I I L J L J 2 'tc, ?f 2-2-xIO 5/ w Fo 1=1305,Mush 3-2x10 Triple 1-514"x9-114" >=J305,I"lush �e y Versa-Lary 2,0 -- k Triple 1-3/4"x 9-1/4" Versa-Lar�2,0 29p9@mtg5w>= F NOTES: x I. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED �' ���g.�`=�'' Znd aloof [::�rGrwing BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. f�— �GffL�; P-A-IATER$ H44 PC44 tilp, ve C'N 'DETAIL st+p-ur to Pn mar sup, rMurp, X 2.5 F,,&j U mpsoev r---_- _---------------� a 0 O; it I it � C -�� � `�l II II II II II II �I I L I � 11 11 11 T f �%i OF AA L-------------------------------� ESE E �x Q. ,f A tFh,? E E. E 5 TO F-ArTeP P,Aa T6 Q Wj5'mFat POSE r° IVAL NOTES: 1. ALL- DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED Poof ram nj BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. �� - Poub/e 1-3/4"x 9-1/4" ° Versa-Lara 2,0 I✓D12,1=1u5h R t 0 Ix Triple 1-3%4"x 9-1/4" a VerSa-1-om Z,O 04f-F lO' 15,rlu5h 3 too p5t 3-ZxlO Plush rv*1-3/4"x 9-1/4' Versa-Lara 2,0 I �• — -- — __ _ _ _. ; r. _— __ — —� 1._ ._ _ — — • � I r r l r 1, --------------------------- ------------------------b- -----j1y r C:s��IIIj � -------------- -------------- 1II1I M NA 7 I co i r 31 I _ _ SGL Q) I I I � / 21, S�1 J - ---------- ---_� I C) F . 1 1 Optional Ghase • �x god+ ;;>c- �------ `-- —``---- —`----� Locaa`ron,Go�nsulf ��,►t'i�OF k 5 �, L! jAT �- :� � r-� �_ _ W/Gonlracfor q0.' � K&FT p - cam �t��„`�fi�u3(` _ IZ'-6„ � Font t s PI3O1,P/ush �F a war o �® Triple 1-3/4"x 11-1/4" VerSa-Lara 2,0 Z8'Oo 9)P NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED /� /:::1/00/- F:,rQ1-71,7g BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. n POOP GO/V57-Puc7-i0N,, 2-12 pldge Pldge Ved 0x/0 rofleig a l6"oc, h J� L�oard I/2"COX Plywood5/�N i.x aiwSTA« Pelf Poof/nq Paper ' N��oc�c P 15 IZ P n9e� �� halt shi l a10 51�+PS arm r 52 z sT ea? 2x6 a 32"o c,Collar 7"ie� wrra IUMLS -To RAPYe Q. • 67RaP 7� ,^ $�D- STRAP-gin f'sT' d£la",4 JoiS7' AL5o va8 AT • 5(MpsWv I'••-------------------- cEuia� Joist L ++ k+2.5 A• �uRRlCfin1� � 3•l6-dl�ugi.cs i � � m ax - RiM F �_ = T't-- Zxl 'Tot"cLVcnfcd So If` r j e 5"o G itim P-,-)8/neuldlon r-r.J 5olld 13iocklnq Odween�Pafler TO PLAPiS .« .._ �' r j ; AffuchedToTopP/afe�w/ 3 r�cQ TO NAk#.j PLATM PAF"t R 'f+R kAT A E^ra L i r J.' NOW L el Wfh of braced Wall Panel W&I-G01v57UG7-10N, �r,,- 2x6 sludg e 16"oc, I ''J 1/Z"CDX Plywood r--------I ------°•-a 1 � pe r-------4 C�ul/d/ Paper , nq.• , P 21Ine-uldlon ' I-Zx6 pf, � t f' 2-2x6 kd, oe� 3l4"7-.6 Plywood W/5lll�ealei i i i Nailed e Glued J od,/11xrhor Uo/f� ---___-� •� r— 6'o.c,, 12"!Torr Garner--3, ` ,C'-3D/nsulaflon - 2x6 X16"oc, Oprrp Proofing X- ------- Kre Wall !3e%w Grade :: t 8' r.J I 1 .1, 28' •' 4Min. NOTES; Wdl GompacfGravel 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED - - -BY THE CONTRACTOR 'AND ANY ADJUSTMENTS MADE ACCORDINGLY. .2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. , 3. FOR ADDITIONAL FRAMING INFORMATION SEE FRAMING PLAN. Z-1Z ldge Midge Vent POO GONST>c'UGTION, Poard2x10 Poflei5 0 l6"o,c, n �. Zx6 Collar Ties a32" o,c. R�lar T® .01 �Q10 1/2"Cox Plywood t,1M►LsN(- ?'I i !'elt Pooflnq Paper C64C14 r--A)I> f=kzo I.,Ole � il5pha/t 5hinq/es 13 RGtI .�►�F 7"� r-- -------- WIT* 3 TOP- NFo«s I �\ z�MAX Zx10*16"ac. I�vf�fate.r�,v� r. cop ERcN T �4 Ft C, I 1 /y'Ia.�ter#1 j Vaulted Gelling I _ I WAI-1-GON57TUG770N,- i P�o6 2x6 5tud�a l6 oc, I C92-5/8"Pre-Guf� I I 2XIO e j 1/2"COX Plywood I . �uilding Paper I I I I I 8,4" rar�Ily I 5//, 1-2x6 pf 3/4"T"OG Plywood I , 2-2x6 U. I Na;led ff Glued 1=f310 I W/mill Sealer I ad,hrchor Odle a 6' oc" 12"Prom Gon ef, I I r------- -----------I I I r-------------------i I below Grade �� { { ►I { �aiage Garage 5/ab { { I I { { 1 � II � � •. I 4'Min, NOTES: Well Gompaci Gravel I. ALL DIMENSIONS AND- MATERIALS SPECIFIED ARE TO BE VERIFIED 24' BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE` ACCORDINGLY. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. Garage C(055 . ccllbn 3. FOR ADDITIONAL FRAMING INFORMATION SEE FRAMING PLAN. 5Gf mors ° o PooF_s cwsevoorep _ . 4 Q 6aJ pa.. c° C t d t".. l A4astf � N iv 24"W4Pl� $ d11/Gthelr ryJ 0 � e 9f;A-1CP �\Np Illirr�nab elx�wn ' 1 Req d Air .Space ''1l• �,� r !�f/t;,l.iff f r �° I, ,p to b� /»crart"arm�nce urIE19 2X Blookina 0 16" o.c. f 14' iJ6�1�' C3,1�; #°!3�) Mae�sacHclatte Ge�£h gdlol�r, at stud rimrfo first Jnist - • -• � � Sse Plans and Sections t i for Hurricane Clips ----- ' F_ _ o { and Celling Rafter eCdnRBCtlanS.iae Noil s "a __2X$lacking -----per bid 8d(typ) - ",,✓ (�� - #Jd naAs 6" a.c, .moi r 0 tli IUAIICanned lJrywall with FTA i G l y t 'ts , or'3 screws m .. -_ hype W or 5 screws @ P2"o.c. "" 1 e� i'' �'��°o c.per AOrH ,kr " —per ASW C 1002 with o 2 x 4 Blacking fl � i at Horizontal minimum penetration of S/B"' a d� � ! (typ.J 6 / 8d roe nil/'v 6"v c. Sheathing Joint (typ.J Pffi t 3.04CZl7 , ! E Connect Wall & Roof Sheathing I, ..... with pd nal/s g 6" o.o. f��cpgaaa . I s i e o I of ane/ edges andr 12" a.c. in the interjars.—- 2X Blocking (P. 15"0.'. ,.., . l' r at stud rim to first Joist a a a a Alternate Attachment s 16 p 1 3/4"staples 16d°maim at 3 O.C. at panel edgesy tC�1tE�AGr; A , and 6 a.c. at interiors Joist �fkt 1 N, it Vvtlfo/ l`y / a �tb' w e ..R aV t*r W tJ,tl"d�. � .1c31a or �UPadt�r' E a; �7l�d l .E 1'3e��tln jt7tY/�f t a i 8d roe Mail 0 6' d.c. ! , 0 Elf 8d Halls -?lr2"x O.Il3" ! ds� '!" Rim Joist to Plate (typ.) `-- 5 ` 16d mils -3 1/2"x 0.I3 " tu�ll p s u Ewe P r01 (.3) - 16d nails (4t 76`" o.n, of 8rocewall into 9ETA .L V1_,Rw ---- -----m- t Joss#/Blocking : . ,. _,.: ... ...., I.. .. No te: i d e p Bd1�t' �l lsp� pJ A// Horizontal Sheathing Joints to be nailed with 6d nails CSB 6' 0.0, i to Blocking unless afherwise G`lPSuM ldl�llI f � Jt�l�re 1@%a ` noted on Framing Plans �� r i Say r ° ._ to Floor Er°�r fn i �+i .�„ �.. it1Rr�.tnJG. � to F1c'Z'0/"A�JlP91s 21 6/ocking 16" o.c. tb..&.�1 v 'U� 'METHOD Get-GYPSUM WALL PANELS CONSTRUCTION t at stud rim to first Joist At @iitid (311a" <•1 1� 1415 MET409 t5 /VOA P (AC 8d roe t l PA 6AI' a (3 Rim Joist too plate. Plate. � i Bd T"oenail Wc K f (t)P.) Joist ,'I 6" a.c. a$ ° e.o®. 1/2" dla. A307 Anchor ,Bolt with e,••d nut and washer,-3 1/2"min. - . 1 2`max • �3 ,. { ". from end and max- 6-ol ac each pia#e as shown on, the drawings, „ +•dR:�, Minimum 2 Bolts per Wall Plate. `a - s W e a G A��eG� G O&t t�7 CA e i � �w «�+ �, a �r,� �,., R•• R �-»..�..`.'�..,...,"M""”..."..."`.."".....".."�............_....,{" � �+F' �'f:dam.6�4 P A e,� a P&r end/cu/or dd nails - 2 712"x W Op j x,116 L t. � � �e 16d nails - 3 t/2" X n.r3s as Fara/le/ j to 5leer 1="r_ amine to Floor fra�min•cz NOTE: DRAWING IS SC T`IC FOR T�E i1 0 ,€r r M Proced ft// Ponel Additlonol Connections ICU SE OF SHOWING REQUIRED CONNECTIONS WALL BRACING FOR THIS PROTECT IS RASED ON SECTION 602.10 OF THE 8 rel EDITION - IF THE MASSACHUSETTS STATE BUILDING CODE FOR I &2 FAMILY DWELLINGS, for all exterior waCIS 602. fLSEE PLANS FOR LAYOUT,DE'AILS.FRAMING OTHER W.ALL,.D G DETAILS AND ALL OTHER III AND ALTERNATIVE DESIGNS AS I1�tDICAT'ED ON THE DIIAt�INGS.Do 1"II4I ! ;7 METHOD CS-SSP STRUCTURAL REQUIREMEN'T'S �ItDDIF'X DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND CONTINUOUS S'I'1d.I.1C'I'URAL PANEL SH EA°I'RING � LENGTHS OF'WALLS AS INIDTCA I I+:D ON THE ARCHITECTURAL IJJRAI.DItA'dl'IIeIG s"WITH II OUT op APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE !9� WALL BRACING REQUIREMENTS OF THE CODE. r" � �A, �� @r Wallin not shown xr . 0 9 to 6 . In conform an with table RS02.3 0) of the — – MOSS- God& 8th Edition A* PROJECT: t k 'B 0 ws�tae��- EA 'IaEP�tCE I . �GDENe P.E. I l�€r 198 EASE`MAIN S E �AI,I� BRACING 1 GEORGETOWN,MA, 01833 ' 978m352-8318, cell 978-502-5921, DETAJLS Pop- . t 6tH l Oor Meader to exfond Mead^to extom"t Pony wall rarer to over wall bane/ over W/i Psanel raWe R602,V.41.1 and PWe RrpO2.f©.4.L1 Fpr l'ary wall hW/ght, opening with 2 Rpwe tad m 3"O'c' rop or plans ,G%oukale r Plate and required tension strap • � h N N ! ie � ro `4 QI � Connect P?IaEea to 14e44ver y ` wlthr?rGwel !Od malls m l2"oa. t ,A A, 3(,) � �- 16d5rnksYD E e000-oe e. o e• s e O09PO44 � r3t'e�`"b�>Soty LST 3 , G'',,.,/ .4. a v. e. o- e q.ap.o-A-ol Vt,x..� to reader sae- oe- eao-e44ol tea.v. •a4 a pe o o- o-o-a•v-eco !r>pson,�Erap.,,_, 1 •� �•r1Ct€ E"r. � Pia'¢ ^�4 gara_�,ax� at each and or open/v I Y rows 6d na/!s on 1nsido race or w411 I Wo a. (tsp..) extend to top or wall � 1 tl n j1 a 1 � �� PreDarlptfvc�f3estgn II ' II C`onneCE SfhPt�to Nteader ° Conneat P10a to Meader t ® � Sassed on IRC 2409 f° II with ad mile fn.2"O.C, rl � ' tafame I I d i - with 2 ren 16d 8fnker s Nal1D a.S"o.o, Alternative ti n ti it a � I °- - '�•---�5heathP lies R602.IJ6.2 !I + Mi I! $ B!<aaalpomAy evahwathtng or p I 1,=Mf©n within Middle 224"" 4''afa . 4 � y, 6 t1e Ceara G�aor el raundatton. Cpnnsrat ! � � r � , Bd N®1!s-,�d1f Muds, Flet with(3.l^ lfrid Anker Nal1Daheatht»g rA�qufvsament +I u „ P II j I 11 a S/1!D !J3/dakrl(q 6i 3 p,C. II tt •'�" ti II II If N -Connect studs with 2 rows I ^ lod Halle a 4"0,0, 4- Poor w/th 2 1/2"x 2 1/2"x 3/16"WNher Plate 5Nold 0740 a 14 t-1h e rle ,�.43QT a5olta, 7"e��(mJn J cord Clown at each end / .�f y ,B . •4'1�owelD,at eornFrr or wall panels. nEy1?.J Sheat 91ffi l�" m nb f— / 14"Embed (m1n.J In Cone. .4 Rebmr, with i6"Ldp r s a or weir \ \ P7�fhod PR4 I , rntesxmrsdrate l��rtar rr�me rA OdHI:YNIB I1 `' MmIli/�.y.�* . O O �t�$1GL�d a.+24/N:i/ Preparelay. Prepared One H4 rm�ar ��rltAtlpM e° in ah-w comst titin, t° int l d" PI7PI7 'P°l t� o o ber lmoh Minimum Amol AvVth 4.p c9i"'f"6°yP 15'"dn mnn cawrolA 24"-2 Staig Tuacrose+}ot4Ems lduanewonp�•: 5'ach 4"41Y.yfno p mcS/ Mocamerrdtnnl v -_ti x�a: equivalent to 4 O" mole.- I_`" E�I�Aa%yaana�"dmerans�l,�s � of re lresd bracfn lPlra7/1r 1hC. c®J9`��c"�J19G���,flA I rn 4 Brdcect NO Line, h�6 C '$ Tl f 3 8t:h�'tf?r� fC atedca r d In atuads 4srth ( lrll$a rTJ a ` rrom aornmr Mral ba ass Foundation Pl on i,'O () /►g q)(' srlm,a zeas � � p increased morn 1C'to /2' Alan G..aG./1^r6r/!! 6FMPtA $tom . y3a9 d$p � f We Pdr l l ngth$ gra 104cati t Colonial �r�l°�ln� Jr required/On�th 47r �$^�Q ® f� i1Au1n1onniagobkb'heum.4lallmA`&WapnMm4xxl'3ca}LcdCYw[Pr tWafn'Md9a4aMx2Rr 7g,9R.iVdoirtlulvll?l Nrsu7a4tlegnma A7rdCfnq JD or 7*14y bfpBoo Gnd AwpIts +d/G✓°"d�a�°"br�ll x /. rar�gnlcrctAW almtlnnllop Md 2ryua.W(1oWeftFd Afi is wt%w oav,ea. .2 with a maxltrxlm A 5�srlpw:n'fnd ales>'+ta i.a dlAm,';,uF,ia�xivon aA ..,.��.•^••.•^•—,.•-•-...'.••.•..••.• �8 9�9 rd .ro§y� sa�euna¢oewA v6rtldal Cpa'rntYlCf or 9:p" t-w l6df/�C�f n^41 C6dPf! s.T Dfa ipatlacfima t+in nmlagt moan J 9. WDlam,-M dcupdnC%Glit<r,910 EOComp!CIO11NYatA. 4 qci%19tlfE 14WM9G0'l"o}PeitGtll}tl!Ipfut 14YJ00"1 ul}d,al[d'in. w tt t t sapes9' an r ' t L16 -WII fr'4 LA ' CE 4 t� T El` 4 4�i< STET t � �. e � i. 4e. LGEORGkTOWN,M, ' .01833 e � ' FOR4 U, € .^ � E i 978..352-83180 cell 978-502-5921, - i t STRUCTURAL GENERAL NOTES: 119. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8Tx EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR s WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS 6`` o,c oe 1. ALL LVL BEAMS SHALT.BE BOISE CASCADE VERSA-LAM OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE t�Mao 6 PAC.�wc a c i n, ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING Su o RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 PSI,Fb=3100 PSI, REQUIREMENTS OF THE CODE. ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20• THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF CASCADE 1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED, WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER. LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. 21, AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS ` TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED -� CG• cc I 3. ALL LVL 11V:DIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE ��- � q ` MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF /x dia. BOLTS ACCORDING TO THE DRAWINGS, RETAILS NOTES, MANUFACTURES INSTALLATION 6 p-i-!t Nc: ANSI/ASME ST _ ; !� REQUIREMENTS AND THE STH EDITION OF THE MASSACHUSETTS BUILDING CODE �� ^I �Nd STANDARD B 18.21 1981 @ 12 ac. STAGGER OR OFF SET EACH ROW BOLT'S SHALL BE PLACED IN SNUG HOLES,WITH A.MINIMUM EDGE DISTANCE OF FOR 1&2 FAMILY RESIDENCES. .R s 2 AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,ORAS SHOWN ON DRAWING. 0 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUMAS LISTED BELOW 2 ENGINEER: LAWRENCE II.OGDEN P.E. - 4., q„ - - 198 EAST MAIN STREET L TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5 X 3.5 , 5 LVLS USE 6 X 3.5 OR ON GEORGETOWN,MA.01833 ` POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. . 978-332-8318, cell 978-5®2-5921 -- � �, ; e• a ------" 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14,5"SOLID EACH SIDE 2 �t��.1 3�f0'� 3 ��� � " 4•�.��� � .. 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. to CONCRETE PANEL EDGES AND 12"OC,FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FOUNDATION NOTES FOUNDATION WALLS AND FOOTINGS NOTES ES; 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ ' AND BASEMENT SLAB 1? SCREWS TO BE FASTEN MASTER TRUSS LOX .PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES, FOUNDATION ANCHOR BOLTS F'c 3000 PSI AIR ENTRAINED OR SIMPSON SDW SCREWS CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC, OR AS 1/2"DIAMITER WITH WASHER 7"EMBD. GARAGE AND EXTERIOR SLABS SEE DRAWINGS FOR LENGTH OF SCREW AND � ON CENTER SPACING. MOWN ON DRAWINGS 3'/z"MIN. 12"MAX.FROM END OF EACH F'c 3500 PSI AIR ENTRAINED � 2) ALL 2 MEMBER,LVL BEAMS TO HAVE SCREWS 8. Gyp"BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S PLATE AND MAX.6ft-0 in O.C. FROM ONE SIDE. SCREWS IN ACCORDANCE WITH ASTM C 1002 @ 12"OC. AND SHALL PENETRATE OR AS SHOWN ON THE DRAWINGS BEAM POCKETS �'1 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE FRAMING A MIN.OF 518" BEAMS TO BEAR ON 1/2 in PLATE SCREWS FROM ONE SIDE UNLESS FOOTING REINFORCING OTHERWISE NOTED ON DRAWINGS. • 9• ALL OTHER G TO BE PER THE 8�. EDITION OF MASSACHUSETTS STATE MINIMUM 1/2 in AIR SPACE SIDES AND I� 4) USE TYPE OF SCREW SPECIFIED ED DO NOT CONTINUOUS FOOTINGS 3#4 BARS END OF ALL BEAMS SUBSTITUTE AS CAPACITY MAY NOT BE BUILDING CODE,IRC2009.FRAMING LUMBERtb=875 psi, E•= 1,300.000 psi, 18"LAP HORIZONTAL � ADEQUATE. 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TI1S� INDIVIDUAL FOOTINGS INSTALLATION A1VTb NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 4#4 BARS WITH 3 in COVER EACH WAY' �� DETAIL OF CONNECTING SP'ECI RD HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT OR AS SHOWN ON THE DRAWINGS. LVL MEMBERS TOGETHER LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE EAVE END �� „ - OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND.HARDWARE MINIMUN WALL REINFORCING . . TO BE CORROSION PROTECTED PER PRESSURE TREATED.LUMBER HORIZONTAL _ ....___....__. . ;, n MANUFACTURES RECOMMENDATIONS AND SH STRONG TIE, 2#4 BARS TOP&MID HT OF WALL 1e -a �_ 2.�. RECOMMENDATIONS,OR STAINLESS STEEL. WITH 18 in.LAP AND 18in.CORNER BARS }� „� 11, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE . CL MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND 10"FOUNDATION WALLS EXCEEDING SPECWIC'ATIONS FOR LVL BEAMS THE BELOW LISTED CRITERIA MAY 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT REQUIRE VERICLE REINFORCING ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. CONSULT ENGINNER OF RECORD A'P a t3 rOOJA', : 15G,R EWE 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD Ar' 13 Aa�1VCL1z$ CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE WALL HEIGHT UNBALANCED FILL HT. _ ENGI.NNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 8 ft. Wt. 9 ft. Eft. OF _ 14, COORDINATE ALL WORT£WITH THIS DRAWING AND ALL OTHER PROJECT STEM WALLS Oft.10 ft. Eft.15. � I �� DRAWINGS INCLUDING SHOP DRAWINGS. 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. ` rad 16. ALL BIGFOOT.SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT WALL REINFORCING GRADE 60boom INSTALATION MANUAL. W765�0 IT LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSI~, DL 15 PSF,ROOF GROUND SLAB REINFORCING 6%W2.0*W2.0 ® `� SNOW .LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B. SNAIL 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBID SOIL HAVIIVG - UM BEARING CAPACITY OF 2 TONS/SQ FT .""-" � `'.- __ Fpw NCE H.OGD ,P,E. GENE L NOTES �l.`�' 198 EAST MAIN STREET ����-r(4 A F LI+ID GEORGETOWN,MA.01833 1�•L CONNECTION DETA.10 ' r,c lP- Ia �. R��� I04( �t.6• 978-352-8318,toll 978-502a5�21 I I EXTERIOR DECKS PORCHES&STAIRS 9-10-13 i SpgGtU DECKS,PORCHES AND FOR EXTERIOR STAIRS TO BE DESIGNED TIDE /4" FOLLOWING LOADS. LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND + UPLIFT['FORCES. ' ;... ... : .... ..+ '� ° g GUARD AND HANDRAILS:200 LHS IN ANY DIRECTION AT ANY POINT('''. N1Jfa #R �? D Rfl� AL ON AN AREAE UAL TO SQ.FT. INFILL COMPONENTS:50 Ia68 HORIZONTAL STAIR TREADS.THE GREATER OF 40 PSF `A W:14 NUT:, t :WA5-R.� .OR 300I.BS.CONCENTRATED LOAD. ANG p� LE�� S • GRE DECK CONSTRUCTION IS COVERED IN SECTION 8502.2.2 OF THE 8'r'EDITION ` idaaft Jai sg d - // OF THE MASS.STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION, i nab�'I' SECTION Qt502.2.2.3 REQUIRES A DECK LATERAL LOAD CONNECTION.SEE ALSO MASS.AMEDMENT TO SECTION'R602.10 FOR E ; • Oct UNCONDITIONED PORCHES. SPAGrNG LO P-56C VsC4- LOAD 0 r , . . ,.-. . _ .. ..�.. _... .. � � �.t A�I'RESCItiI'TREFER TO MVE ISS N FOREST&PAPER ASSOCIATION(AF&PA) �-•�e�G.ar� S `` ;t + RESIDENTIAL WOOD DECK CONSTRUCTION G CA6-09) . " � R TIDE(D 'rar O +t7 ' b e . AS REVISED MAY 200, MASS AMENDMENT 8301.1.1, -rcti�; + �4-" CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT g COMPLIANCE WITH 11N. ON TO 14' Vv + 4.'+ THIS GUIDE. C r'e,! . -TPS? t 4JU t C� C3 U!t ,l"i NG-TIE ALSO PUBLISHES HELPFUL GUIDES TO DECK T �'A S��.N -�� E� SIMPSON STRONG-TIE ; ►1 C $! .1. fL ..,. 5 1.2.a�,3 e�. Z a9 Eco L ,r� O P. ,l t�+s-r A OR CONSTRUCTION. C .. ..,. . ' To.;. .... �? tasJ !vt!.... R T t t� �e [ tV tRLLA•�i ON izoctr Uf j4JJlD OTJ•-{E Q ... f... . .._ .. ALL WOOD F MATERIALS TO BE PRESSURE TREATED. �+ sq2� Oa � �z,�q ALL EXTERIONNNECT�'IONS TO BE CORROSION PROTECTEI9. _. . M � Jsana + F- L R CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION _ ��. ' .4. 47G'S�_ C Q et..r~6 �cI, yq REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR :EXTERIOR FRAMING AND THE CONNECTION MANUFACTUERS PrxQG F t7e rA t w S • RECOMMIaNDATIONS. bare l>'tk7 -lar55 ...L?Tttla� l'r3 ; PJsl7 ` aaa(e FND KED �{N;L-, ' \„ 3tMAf� pek StMPSoN � ;_..... . ,.. ..�.�... �� r�� �y�a 1i f=S{�." i Qo WANt�e G p G� (..,/� (pR AI- l> Ogg /y/ yy Sat/�y/ 9ttv+Psov t(2.SA �. 5. D�i.t 4-4-8 Goc�. t _ .. ........... t',`IvRRttAN� cot p To �BNrca-Link: Off' vrvp -roc tR J N41reid W i 01w OF Po ST' - x h-FLA CONNS;G'Pl'D $cAM .pis p� TV. SXiSrtNG SrVA5 $E9 ?Aig OP S tmw- �..P C Z a 4PS O� \nttrl{ 3 Q1.A iJ ACGbIX4e.SAd GApS (=OR 6-&(} S AC4e�AG8.,4 CAPS FOR 4R4-POST LEDG.E2 t.aK 9 Au. Gon,iveGrorts To -am z" f ' Rail F!APP<+<A&4p'^. $IMPSo"v 4 M4A zAio LL^DC•f'#R° EXlSr'tNG (�fM SDl1.2t? UBe. ONJI ll' FzA5l'S-n9Ga.9-5 PfSMOV� �tp1NG 8 f Q sC+�tV AI-L "wme aft (za [36 t5T1N�a �lovffi,e NOPE 1, txkmw3wf4e 'T"ArkTp-P - t.&De,QFL WirV4t' -oN'PR4crPR 'TO �IM@Sen1 BCre rok 646,Flo'$r RawS 9�$ "CuP-47FELK 1..OGA,'rP • '+.A t- rtt1 aAA/9.hs Br-4 Pok 4-+ Parr FA!PreH NAeMR, 3rvD5 To tNsvF�E f°am 9t son 4C cape GtR�eR AT O t: f kRE fi vfiGR D ara Qsae ,tn,P.sary .0G'r°HAN6eP, LLJSZ(0o 5 di xtsriNa srwDs 1%OF �� �x C, �",�`�" e+.AN _._., .,,Pt��'r. op 5 tM�aaN .. C�� �. $•l pr' Aceoa ACEl 6a' 6A PS F 100. 64 6 po STNAMD a Gsradar emp— AF�1Gac- 14451 s soca cA as.Acs Cnps pof& 4Ka PDsr 4vorE 4 rmaaeFULcY - i t t com 6'6 pow P { P„ 4e, A i i i i t 511.1 So,V NcrriR`f au6!ev0&F. SEFC)'R �xR.tfC�..E:Ui�tlG w �o I Prdfami caxx&te •,A P ASV b./a FOR 6r.<. po5rr ft= TwS 't?E.7�tt„,. CAr-j NOT IBM j �`63 raq p .-._.' ' ._...,........ n ACe tOM Pt 150 ix A$ 544')wH NA �3 GC! r 5�8 � �N GN au. BoL-'P' /® -ryp 1M 6&ClO� - -- a7 241 BlG tctxt ' OECIs c f y. �e U>tD13TUF+06D �rv � -LL( .� w SOILrLA EOts+TO1�T�1A,Qf'$ 3.. c p l—f 97&J-52 803.18'41a7.$.5-o2-59921•.. AMID V MTA L, V- p ��. 1 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE STH EDITION OF STRUCTURAL GENERAL NOTES: THE MASSACHUSETTS STATE BUILDING CODE FOR-I&2TAMILY DWELLINGS,IRC2009 AND . ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR a WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS ASi 1�" t.c c mac. 1. ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE FROM sic iia �aaci�+c I ALL INCURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING INSTALLATION TO BE PER THE URRENT RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 PSI,Fb=3100 PSI. REQUIREMEN'T'S OF THE CODE. ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF R d $ CASCADE 1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. { WITS ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT �� ---- c APPROVAL OF THE ENGINEER 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR 21. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED �� me oc 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE ACCORDING TO THE DRAWINGS, DETAILS,NOTES, MANUFACTURES INSTALLATION I' Na a ```^'� ' . MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF V2" di&BOLTS, REQUIREMENTS AND THE Sm EDITION OF THE MASSACHUSETTS BUILDING CODE ++ -- --- ANSI/ASME STANDARD B18.21-1981 12"oc. STAGGER OR OFF SET EACH ROW A,. @ FOR 1�2 FAMILY RESIDENCES. BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF © ttr�ws 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING. ENGINEER: LAWRENCE H.OGDEN P.E. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EAST MAIN STREET TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6"X 3.5"OR ON GEORGETOWN,MA.01833 POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-352-8318, cell 978-502-5921 5. 13EAWNG ENDS OF ALL BEAMS TO BE BLOCKED 14.5" SOLID EACH SIDE 5 g a/8+' 1 Luc.$ �" 4,LuL 5 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ CONCRETE PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FOUNDATION NOTES FOUNDATION WALLS AND FOOTINGS NOTES. 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@AND BASEMENT SLAB 1) SCREWS TO BE FASTEN MASTER TRUSS LOX PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FOUNDATION ANCHOR BOLTS F'c 3000 PSI AIR ENTRAINED OR SIMPSON SDW SCREWS 1/2"DIAMITER WITH WASHER 7"EMBD. GARAGE AND EXTERIOR SLABS SEE DRAWINGS FOR LENGTH OF SCREW AND �,y CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12 OC. OR ASON CENTER SPACING. . SHOWN ON DRAWINGS ) ALL 2 MEMBER LVL BEA 3 Y:"MIN. 12"MAX.FROM END OF EACH F'c 3500 PSI AIR ENTRAINEDJ 8. GYPSUM BOARD TO BE ATTACKED TO FRAMING WITH TYPE W OR TYPES FATE AND MAX 6ft-0 in O.C. BEAMS TO HAVE SCREWS FROM ONE SIDE. OR AS SHOWN ON THE DRAWINGS. BEAM POCKETS' J 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE N SCREWS FROM ONE SIDE UNLESS SCREWS FRANG A co OF 5/8" BEAM'S TO BEAR ON 1/2 in PLATE OTHERWISE NOTED ON DRAWINGS. 9, ALL OTHER FRAMING TO BE PER THE 8m. EDITION OF MASSACHUSETTS STATE FOOTING REINFORCING MINIMUM 1/2 in AIR SPACE SIDES AND � . CONTINUOUS FOOTINGS 3#4 BARS END OF ALL BEAMS a) USE TYPE of SCREW CITY MAY DO NOT BUILDING CODE IRC2009..FRAMING LUMBERfl>"875 E=1,300.000 psi 18"LAP HORIZONTAL SUBSTITUTE AS CAPACITY MAX NOT BE � P� A O ADEQUATE. 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIl4� INDIVIDUAL FOOTINGS t l INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 4#4 BARS WITH 3 is COVER EACH WAY- DETAIL OF CONNECTING SSD HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT' OR AS SHOWN ON THE DRAWINGS. N LVL MEMBERS TOGETHER( LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE NIINIMUN WALL REINFORCING N ---�"_- - 14A"C-f P. TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER HORIZONTAL - - ,.._ J, n MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG TIE 2#4 BARS TOP&MID HT OF WALL RECOMMENDATIONS OR STAINLESS STEEL. WITH 18 in.LAP AND 18in.CORNER BARS r 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE p MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND 10«FOUNDATION BELOWSWALLS CRITERIA EXCEEDING i i r►►w �+ SPECIFICATIONS FOR LVL BEAMS 1 THE BELOW LISTED CRITERIA MAY REQUIRE VERICLE REINFORCING 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UMNTERUPTED SUPPORT CONSULT ENGUMER OF RECORD int AV P 1 rfdAML: SC4-t" ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. N Ar .13 EAK f4ANC-H lZ5 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD WALL HEIGHT UNBALANCED FILL HT. CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE 8 ft, 7fL ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 9 ft. Eft. 14. COORDINATE ALL WORK WITH THiS DRAWING AND ALL OTHER PROJECT 10 ft. 6ft. ytN OF,y DRAWINGS INCLUDING SHOP DRAWINGS. r: STEM WALLS 4ft. '6 WyG 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. ►u�o 16. ALL BIGFOOT,SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT WALL REINFORCING GRADE 60 sing a INSTALATION MANUAL. 1. SLAB REINFORCING 6*6 W2.0*W2:0 ��" a 17. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF, DL 15 PSF,ROOF GROUND 4L'r0' SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MWIMUM BEARING CAPACITY OF 2 TONS/SQ FT . LAWRENCE-$:ocDEN:per. GENERAL NOTES - 198 EAST MSN STREET �; ��/ ��1. `� � L40 GEORGETOWN,MA.01833. LVL CONNECTION DETAILS ' a lz t 1 t,6, 978.352-8318,cell978-5@2+5,4;1 1�0 � Ajvodo�� � . EXTERIOR DECKS,PORCHES&STAIRS 9-10-13 1 - q:": SpAUn�G. SPt�Glarc apAGlArc sP�•eub -0' i _.._.: ... CKS,PORCHES AND'EXTERIOR STAIRS TO BE DESIGNED FOR THE FOLLOWING LOADS AND WIND LATERALAND i LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE ! . UPLIFT FORCES. ,1 GUARD AND HANDRAILS.:240 LBS.IN ANY DIRECTION AT ANY POINT. LOAD 4 TER OF 40 PSF S.CO TED . INFILL COMPONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO 1 !, AIR ADS. A .OR N 1! . ST TREADS: GRE c �. G"aR .10r Nt �� 300 LB CE . ,b WMA, 4,�t r'S N R DECD CONSTRUCTION IS COVERED IN SECTION-R502.2.2 OF THE 8 EDITION } G d ���tt RESIDENTIAL CTION T ! _ OF THE MASS.STATE BUILDING CODE FOR RESID� CONSTRU . NOTE:NEW SECTIONR502.Z.23 REQUIRES A DECK LATERAL LOAD j o CONNECTION,SEE ALSO MASS AMEDMENT TO SECTION"RG0210 OR t jtF :�._• ..--.> ..��...�..: --.. - _-r� .. _:...........,., -- _ ,--+g"�ntw_. ... � $ „ c� UNCONDITIONED NDlTIONED P ORCHE S cc. : G roO PS 6c vF-ck lVD � REFER TOAM1VLERICANFORS ST&PAPER AS SOCIATION(AF&PA) ww wc. GIIDE(DCA6o0r9�)ut o� fl�c � A;PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION .''11 b' D� +1 c�¢ AS REVISED MAY 2013, MASS AMENDMENT R301.1.L E.G- --S t i -- o t CONSULT.A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT �,,,IDE .¢' d IN COMPLIANCE WITH THIS GUIDE. �fitl ppm T• ._,. .. :.... ; .... Gt� N ! -t 11 IV 14' tx►Iva. � SMPSON STRONG-TIE ALSO PUBLISHES HELPFUL GUIDES TO DECK �F_ L.ET1 Oy CONSTRUCTION. FSR 'CJ FAgrEN MASTER '('£cA N t CA L 13 UL t D ECt;. LM AG E R O (2 t t�1 S ON S r FOR C s eP, I,RC DO ! I �v5�t t AT t o. . 'fl UR' S ,A1,)'D vTW E R. ALL WOOD FRANIING MATERIALS TO BE PRESSURE TREATED. ..7-0_ y g, ,Y�� F2�.G?u?-r--M t�•'r-5 ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. .1...,. .__ �.__.....-........ ;.. .......;. ..'. .fit. pa N!. _. "ti:.. . �s�u . .."�"c�C�a�'�a; �a�yBR. CONTRACTOR TO COORDINATE TYPE O C P'� ►'t U+ �.Qh? i... ;.... '.. ......__ .. __M.•.,.. .... :._.....:. f7 ,E G- V. LEDG E.R. GoI�J)Ecp olq REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR 1 CONNECTION MANUFACTUERS C�4 ,pl.. C.,0-N.N..-._1�.�'�35t. ipt EXTERIOR FRAMING AND THE CO- jy..... ...... FFFIII � � RECONIlVIENDATIONS. 1 .. ,FL'$$ 'i►`�'Cy ' +l"1? VVA% �a�'ti�{(A•._...1 , .... r A: poacµ Da-- -S . .� �ArtJ•Ti��}�ih i.,�,l._.�-YYlaIN�G�'KI � ;._ �... _._.. ... . .._ � � t=rvo ¢ ons s1MS, z To CZA4T IW I' K, j... E as 6ANC c •i�l � ! 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