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Miscellaneous - 56 MEADOWVIEW ROAD 4/30/2018 (2)
56 MEADOWVIEW ROAD 210/103.0-0093-0000.0 - Location No. Date NpRTh TOWN OF NORTH ANDOVER 041 R A Certificate of Occupancy $ Building/Frame Permit Fee $ �• U v JACNUSE Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # / •;f 11 901 Building Inspector i ' TOWN OF NORTH ANDOVER ' BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING � "•—r � 'i - - ry �,,, to 5 bs �".� •.>:',,, g �-,. a meq""• s '�:. a ti BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissione2ALnTtor of Buildings Date z SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: s(p dYIC~%9/�oct.�r//c't�✓ A��. ( 4 3 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide R red Provided Require d Provided` ® � S� 16U l 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal 0 On Site Disposal System ❑I If _J SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT MIStoricDistrict: Yes 114 o M 2.1 Owner of Record Z—,f- �i�«•vr�b rr 6 �r���..��c;w r�•a. f� Name(Print) Address for Service: Y Sys ' - 3 Signature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Tele hone go SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Construction Supervisor: 72 772 License Number mn Address t / 7 OK, ExpirationDate/ ic Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Z 7/;7-Z- 2- /7Z m Registration Number (j � c�/ti1.7���� S� Gt/v�rn�n.-G��-� 'Address _ Expiration Date re Tel hone ii' C SECTION 4-WORKERS COMPENSATION(AG.L, C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result ; in the denial of the issuance of the buildipg permit. Signed affidavit Attached Yes... .. No.......0 SECTION 5 Descri tion of ro osed Work checkapplicable) New Construction ❑ Existing Building 0 Repair(s) ❑ Alterations(s) 0 Additio I ----- _T Accessory Bldg. 0 Demolition 0 Other ❑ Specify Brief Description of Proposed Work: 7-2 /,j`''lC-( A 761 C--,k"l ST/,G COlf-I CAI TLrSu9�S u ��'i �-- a G_CISTi, _ 6-o ,,J 7—,(/-5-- C:X`,Y7-/,,.,, SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be QFFICIAL3USE Q ,y Completed by pennit applicant _ a 1. Building (a) Building Pennit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 PlumbinE Building Permit fee(a)X(b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATHYN TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, cl ll ?'TG^— ,as Owner/Authorized Agent of subject property Y Hereby authorize_ AT/' to act on My behalf,in all matters relative to work authorized by this building pennit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, /"1 C/,2f as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge ~ and belief Print Name Signature Date No. O ORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS OT 2 ND 3 SPAN DEVIENSIONS OF SILLS DIMENSIONS OF POSTS DIIVIENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE 1 "'s+�t� 1 h S Qt C) Svv(,DG u1 p N SIAb.pCQ. � p� h 7 FORM U - LOT RELEASE FORM k i INSTRUCTIONS: -This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. """"APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT 61«rGz 171,,C61--X/5-27-o• PHONE e �`Ck "y<t3,? 1 IL LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S) �p STREET ST. NUMBER�_� ( OFFICIAL USE ONLY ** M A S F TOW A NTS.: 21 J1 ICA I ON VAI N ADM NISTRATOR DATE APPROVED DATE REJECTED COMMENTS �01 WN PLAN"� r`r�'v) DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm `"1 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. The debris will be disposed of in: (Location of Facility) SiaUAi of Permit pplicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector The Commonwealth of Massachusetts d Department of Industrial Accidents Mice of Investigations ,•� Boston, Mass. 02111 y Workers'Compensation Insurance Affidavit Name Please Print Name: /'TCS / /.,11,10 Location: . City A-.) Phone # aI am a homeowner performing all work myself. 0 I am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for my employees working on this job. Company name: ------------------- Address 230c� City Phone#' Insurance.Co. �c-eZ %- a(- Policv# a Company name: Address City Phone,,.. Insurance Co. Policy# Failure to secure coyerage as required under Section 25A or MG1.152 can lead to the imposition of mirtdnal penalties of•a fine up to$1,5o0.00 andlor one years'imprisonment_as we-as.chdl.penakiesinTho mn cfa.ST.OP WOW(ORDER..end_a.fine 0f.(S140.00)-8Ad jr.against.me. I understand that a copy of this statement ay be forwarded to ice of Invest ations of the DIA for coverage verification. I do hereby candy under the no that f nforma rovided above is true and correct. Signature Print name Z Phone# Z Qc: Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensi ❑ Building Dept []Check if immediate response is required LIC@RS%R9 BOa/fl ❑ Contact person: Phone#: Selectman's Office I] Health Department ❑ Other Customer: City: Job Number: Order Date: HIGGINBOTTOM boston 2918 11/19/04 A WALL D W W 1.5 + 67.375+ 0.5+ 55.375 + 0.5+ 55.375 + 4 = 184.625" B WALL W W W 4 + 71.375+0.5 + 77.375 + 0.5+ 77.375 + 4 +4sill(s)=240" C WALL W 4 + 77.375+ 1.5 + 1 Sill(s)=84" ROOF PLAN FACTORY DIRECT INCE 1953 3 f WINDOWS SIDING PATIO ROOMS AFFIDAVIT I,the undersigned,being the owner of the property at hereby verify that I have'authorized Champion Window,Siding and Patio Rooms and its agents to apply to the Building Department of the City of to act as representatives in obtaining building permit and/or any zoning requirements needed to obtain permits. Signature r-O:9/� Own Address of Owner - City&State: zr Zip: 4l / )� Champion Window,Siding and Patio Rooms (978)284-6108 FAX (978) 284-6115 Al - 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE.BUILDING CODE CONSUMER INFORMATION FORM-"SUNROOW Massachusetts State BuildingCode(780 CMR,Appendix J,Section The Massachusetts State Building Code (780 CMR)includes provisions to salute that houses and house additions meet energy efficiency standards.This supplemental CONSUNM IIIFORMATION FORM is-to be filed as part of the building'pertnit application when a buiidedcontractor or homeowner,construcxin@ msmiling a house addition with very large pett:entage of glass to opaque wall,seeks to utilize a special energyconservanoii exemption option for""lune additions to an existing house(780 OMR,Appendix J,Section J1.113.1). This FORM is not intended to prevent a homeowner from selecting a"Mm m"of any size,configuration, orientation, form of construction or percentglazing,Tiut radW is only intended to assist homeowners in ' becoming aware of some of the important energy conservation and year-round comfort considerations involved in selecting and utilizing a"sumoom"addition. The connection o€"seat ooai"sur cttite5 to rWdential buildings MAX create comfort and energy consumption iss=due to uncontrolled solar gain or uncontrolled radiation cooling of the main house.In the selection and consauctionrutstallation of"smnooms",included below is a aoa-rrouusd,open-ended list of product and design considerations that a homeowner may wish to consider before actually const z6*% g a"sunroom".It is recommended that cons qtly review these options with their designer,bier,or contractor,is order to miniril"a potential eaagy consumption imWor house discomfort issues. in addition,the qualifications and'repumtion Of the.company or•individuals to be hired are' considerations. PRODUCT AV DESIA' E1tAT7QNS RELATED Tri"UNROO r • Solar Oriirtation and Natural Shading • Type of Glazing • insulating value • Solar heat gain • Frame materials • Glazing to frame seating and gusketing materials/seal durability and/or weather tightness of the sunroom Y. • Adequate ventilation=Operable windows and'fm _ • Applied Shading Systems r + Insulation level in boors,walls,and ceilings • Possible Sunroom isolation from the maim house via a wall and/or door or slider • -Heating and Cooling Methods:Eftiency,Zoning and Controls Homeowner Acknowledgment _ The Massachusetts State Building Code,Section J 4.2.3.1,requites that the mial VMM owtr.,r(not the owner's agent or rmpmeruative)acknowledge receipt of this Coxst>t nx INFORMATION FORM prior to, ssuance of a Building Permit for 4L project that includes"sunroom"additions to an existing residential building. In accordance with this requirement,the undersigned hereby aeimowledges that she/he has read the information in trtnt concemiag comfort conservation. • - q S. Date Print Name Address Of FermMed Project 'Owner Address(if criffereat than project location) . Owner's telephone number 682 790 CMR-Sixth Fditinn ....___ BOARD OF BUILDING REGULATIONS icense: CONSTRUCTION SUPERVISOR Number: CS 072772 31rthdate: 04/0711962 a Expires:0410712006 Tr.no: 24177 Restricted: 00 JEFF C STEELE 24 SHERWOOD AVE DANVERS, MA 01923 Commissioner �.•' ,sem ✓�ie �omvnaom,�ueall�i a�✓�aaaac/zuoel7a \ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 127172 ' Expiration g/15/2006 Type .Subbiement Card s CHAMPION WINDOW&PATIO RO 230 BALLARDVALE'•ST WILMINGTON,MA 01887 Administrator —unumstrator 1 „ fiL+yRu. VGR 1 If IVH 1 c yr I�I/"1vII.I I I Il'SvvIv-u'mv� 12/05/2003 IRODUCER (S13)421-6515 FAX (S13)421-0130 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Walter P. Dolle Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 201 E. Fi ftf' Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 1000 Cincinnati, OH 45202 INSURERS AFFORDING COVERAGE NSURED Champion Window Co. of Boston North, LLC INSURER A: Liberty Mutual Ins Company 3S Dunham Road INSURER B: Fireman's Fund Ins. Co. Billerica, MA 01821 INSURER C: St"Paul Fire & Marine INSURER D: Chubb & Son Ins. Co. INSURER E: :OVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !!T TYPE OF INSURANCE POLICY NUMBER CA CY WDDD EXP TVIMWDDNY)IRATION OMITS GENERAL.UAMUTY 7-S41-434193-013 12/01/2003 12/01/2004 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL UABILITY FIRE DAMAGE(Any one fire) E 300,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ S'000 A PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICYF—j JERCT LOC AUTOMOBILE LIABILITY 1-541-434162-013 12/01/2003 12/01/2004 COMBINED SINGLE LIMIT X ANYAUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY (Per Pe—) $ A SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE L ABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO " ' OTHER THAN EA ACC $ AUTO ONLY: CC S EXCESS LIABILITY XYZ68793140 12/01/2003 12/01/2004 EACH OCCURRENCE S S'000,000 I OCCUR 0 CLAIMS MADE AGGREGATE $ S,000,00 B $ DEDUCTIBLE $ RETENTION S S wOWRs COMPEN-SAMOHAIi1D._ .. _ 05982.- -- - - 12/O1/-2 12./9I/2004 TORYL=A -s ER OT"- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1,000,000 C E.L.DISEASE-EA EMPLOYEE S 11000,000 » E.L.DISEASE-POLICY LIMIT S 1,000,00 MERLiability7981S100 12/01/2002 12/01/2003 $10,000,000 Limit B. xcess )ESCRIPTION OF OPERATIONSILOGATIONSIVEHICLESM)(CLUSIONS ADDED BY ENDORSEMENTISPECULL PROVISIONS ".ERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY IOND UPON THE COMPANY,ITS AGENTS OR REPRESSMA11VES.00 TO WHOM IT MAY CONCERN AUTHORIZED REPRESENTATIVE LA— kCORD G 25-S(7197) ©ACORD CORPORATION 1988 ENCLOSURES .o. 1.0 INTRODUCTION This document has bee nre ared for p p Enclosure Suppliers Inc. pp 10036 Springfield Pike, Cincinnati, OH 45215, by Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa p 19129. The purpose of this evaluation was to determine the load carrying capacity of the various Aluminum members and connections which are used in the construction of the elm, Enclosure and the presentation of this information in user friendly member load tables. This information is the property of Enclosure Suppliers Inc. and should be used solely in conjunction with their manufactured products and in the construction of the & Ac;av Enclosure three season rooms. The load carrying capacity of the component members were determined by engineering analysis and design. Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa >r ='Z.as a SUepien IMiairg Fe t Farkepe%CulCirg pe—d.d= &4m#m ENCLOSURES Table 2.1 ; 3-3/4" Roof Panel Load Capacities fors an/120 Span j Panel Configuration Allowable Roof Load in PSF at Span/120 10 15 20 25 30 35 40 45 50 55 60 8' 31/4"EPS • • . • . . . e • e e 8' 3 '/4" EPS+H @ 3'-0" O.C. . . . . . . . . . . . 8' EPS+H @ 4'-0" O.C. . . . . . • e e . I 9' 3 '/4" EPS . . . • . . o e 9' 3 /'4" EPS+H @ 3'-0" O.C. . . 9' 31/4" EPS+H @ 4'-0" O.C. . . . • • • • • • • • 10' 31/4" EPS . . e . • 10' 3 "4" EPS+H @, 3'-0" O.C. • . • . 10' 13 3/4,• EPS+H @ 4'-0" O.C. j . I . . • 11' i 3 '/4" EPS • e e . 11' 3 Sia" EPS+H @ 3'-0" O.C. . • . • • • • • • e 11' 3 '/a" EPS+H @ 4'-0" O.C. • • • • e • 1- 3 a EPS • • . • • • • 1 13 3�4„ EPS+H @ 3'-0" O.C. • • . . . . • . . . • 12' 3 '/4" EPS+H @ 4'-0" O.C. e • • • • • • e • • • I 13' 3 '/4"EPS . . i-3! 13 3/," EPS+H @ 3'-0" O.C. e • • • • e • • • 13' 3 '/4" EPS+H @ 4'-0" O.C. . . • 14' 3 '/4" EPS • . • • • 14' 3 '/4" EPS+H @ 3'-0" O.C. 14' ; 3 //4" EPS+H @ ,T,-O- O.C. • • e . . 1` 3 X" EPS i 13' 3 3/4'' EPS @ 3'-0" O.C. . 15 3 '/4' EPS+H @ 4'-0" O.C. • 16' I 31/4" EPS 16' i 3 /'4' EPS+H @ 3'-0" O.C. 16' 3 _ EPS—H a.. 4'-0" O.C. • • • -^ ;� Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa s•' E`Z16O a S1Vv iM IncWalOro GW1 GerxeGeW kNnp pe t.am n 1 -7 Irl ENCLOSURES Table 2.2; 3-3/4" Roof Panel Load Capacities forspan/1 80 Span 1 Panel Configuration Allowable Roof Load in PSF at Span/180 10 15 20 25 30 35 40 45 50 55 60 8' 3 3/4" EPS • &' 3 '/4" EPS+H @ 3'-0" O.C. . • . . . 1. • . . . • 8' 3 '/4" EPS+H @ 4'-0" O.C. . . . . . . . . . . 9' ; 3/4" EPS 9' 3 ','4" EPS+H @ 3'-0" O.C. T** —OO 9' 3 3/4" EPS+H @ 4'-0" OC. • . • • • . • 10' 3 3/4" EPS 10' 3 "," EPS+H @ 3'-0" O.C. . . . . . • • • 107 ; ,,,,, EPS+H @ 4'-0" O.C. i . . . • 11' 3 '/4" EPS . • 1 • --7 11 3 3/4"EFS+H @ 3'-0" O.C. • I . . . • • 11' 3 '/4" EPS+H @ 4'-0" O.C. . • • • . • • 1=' 3 3/4" EPS • • e • 12' 3 3/4" EP'S+H @3 1-0" O.C. • • • 12' 3 3,4" EP'S+H @ 4'-0" O.C. • e 13' 3 3/4" EPS 3' � '/'' EPS+H @ 3'-0" O.C. • 3' 3 ''s'' EPS+H @ 4'-0" O.C. 14' 3 '/4" EPS 14' 3 3/4'' EPS+H @ 3'-0" O.C. • 14' 3 3/4"EPS+H @ 4'-0" O.C. i 3/4" EPS • 3 /a' EPS+H @ Y-0" O.C. 15' j 3 '/4" EPS+H @ 4'-0" O.C. titiynytio43 ,ids,. 16' 3 3/4" EPS 16' 3 3/a" EPS+H @ 3'-0" O.C. 16* 3 =%' EPS+H @. 4'-0" O.C. Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa F _ Ema Suwim it c%buldr*NMI OwkMeetuk9ry mmum ]ENCLOSURES Table 2.3: 3-3/4" Roof Panel Load Capacities fors an/240 • San Panel Configuration nfiguration Allowable Roof Load in PSF at Span/240 10 15 20 25 30 35 40 45 50 55 60 8' 3 3/4" EPS 8' 3 3/4" EPS+H @ 3'-0" O.C. . . . 8' 13 3./4'' EPS+H @ 4'-0" O.C. . . . . . 9' 3 3/4" EPS 9 3 '/4" EPS+H @ 3'-0" O.C. 9' 3 3/4"EPS+H @ 4'-0" O.C. . . . . 10' 3 3/4" EPS . . . 10' 31/,4" EPS+H @ 3'-0" O.C. . • . . 10' 3 3/4" EPS+H @ 4'-0" O.C. . . . 11' 3 3/4" EPS . . 11' 3 3/4" EPS+H @ 3'-0" O.C. . . . 11' 3 3/4"EPS+H@ 4'-0" O.C. 12' 3 3/4" EPS . 12' 3 3/4" EPS+H @ 3'-0" O.C. . . 12' 3 3/4" EFS+H @ 4'-0" O.C. . 13' 3 '/4"EPS . 13' 3 '/4'' EPS+H @ 3'-0" O.C. . . 13' 3 3/4" EPS+H @ 4'-0" O.C. . . 14' 3 3/4" EPS . • 14' 3 3/4" EPS+H @ 3'-0" O.C. . 14' 3 3/4" EPS+H @ 4'-0" O.C. . . . _71-' 3 3/4" EPS 15' 3 ',%4'' EPS+H @ 3'-0" E-C . 15' 3 3/4'' EPS+H @ 4'-0" O.C. 16' 3 3/4" EPS ti 16' 3 '/4" EPS+H @ 3'-0" O.C. 1 3 " 16' /4 EPS+H @. 4'-0 O.C. Ambric T esting and Engineering Associates, Inc. ) 4< t 4 3502 Scotts Lane, Philadelphia, Pa ! ' 7� E:%Encios a Suppliers Inc�Wldnp Penni)PackapeWidnp pemiit.ckx ENCLOSURES Table 2.7: DOOR HEADER BEAM FOR PATIO ROOM AL 6063 -T6 Allowable Roof Load in Pounds per S uare Foot PSF Panei Width of 5 10 i 15 ; 20 i 25 130 135 40 1 45 Soan Opening 50 55 60 8' 4' 5' • • i • • I • • • 6' - ( • ' • ! • • • 1 • • • ! • • j • � I I 10 ' 1 5 • • • • s • i 12 4 • • • . • • • • • 5dbI ; . 6' • • • • i 8' • 1 14' 4' 71 • • 8 . w6 4 • 8 `7 Ambnc Testing tic Engineering Associates, Inc. Y a` '7502 Scotts Lane. Philadelphia. PA 19129 January 26. 1998 ti Aw*w- a ENCLOSURES Table ,18: SIDE WALL DOOR HEADER BEAM FOR PATIO ROOM AL 6063 -T6 d Allowable Horizontal Load Pounds er S uare Foot PSF) Width of 5 10 15 20 F25 30 35 40 ' Opening j I 145 50 4' 7' 8 I . I �tA 1 �pt6u �tt� .t��♦�.'jt.. t . 15 Arnbric Testing & Engineering Associates, Inc. �F arsaa�g 3502 Scotts Lane. Philadelphia. PA 19129 January ua 26 rY 1998 C3 WING PANEL (TYP.) I TYPICAL DOOR TYPICAL WINDOW a UNIT OR UNIT 7 SOLID PANEL 0 I tt KNEE WALL FRONT ELEVATION 10 6 4 5 � 3 xTYPICAL DOOR TYPICAL WINDOW Q UNIT OR UNIT SOLID PANEL KNEE WALL T, SIDE ELEVATION `ai: r' •Qty 'F GABLE ROOF STYLE BUILDING WITH 3-3/4" ROOF PANELS TITLE: ENCLOSURE SUPPLIERS, INC. FIGURA' 4.2 JOB #: ENG-97-213-OH DATE: 3-3-98 DRAWN BY: SCALE: SFH NONE AM D B R I C TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE, PHILA., PA 19129 (215) 438-1800 FAX (215) 438-7110 40019 40015A 40019 40009 40018 CORNER F:3A ----3A POST I COLUMN 40015A 3A 40015A�` 3A �1A 1A 40009 1A 1A�' SECTION 3 ° \ 18 ° °.44 16 Q p i c ° �i) CONC. ii) WOOD SECTION 1 SECTION 2 1-BEAM ® 4'-0" O.C. I-BEAM ® 4'-0" O.C. WITH 3 3/4" EPS WITH 3 3/4" EPS SANDWICH PANEL SANDWICH PANEL 40016A — — 40016A — — — — — 48 5B / 46 4C 40022A 56 5C 40022A 4A 40023 5A 40023 4D 4D 5p 5D 40008 40008 CORNER POST I-BEAM 40018--_________ 4E C"""''"' ' 40019 5E or u \�t�c94nt44TfAe��p IV`p •aAaa `fir. °m. SECTION 4 .. ,y' f-°- '_ SECTION 5 'fir t• , q TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2. 1 JOB #: DATE: DRAWN BY: SCALE: ENG-97-213-OH 3-3-98 SFH NONE AMBRI C TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE, PHILA., PA 19129 (215) 438-1800 FAX (215) 438-7110 40009\ 7A 7A ' HANGER TAB \ 6 40020A 6A 6 7A I — — — — 40018 40009 — — — 7A PANEL SECTION 7 6A SECTION 6 '----8A.-**':.:` .' 40019 3 3/4" EPS 9B 98 PANEL 9A 88 8B 400151A 40019 140016 8C 8C 40009 SECTION 8 9B/ %e s SECTION 9 ALUMINUM RIDGE CAP HANGER TAB HANGER TAB 10� 106 10C tOC 40020A 10A 10A 40020A 40016 11A-- 11A 116 11 11B 1 6 SIMPSON SIMPSON STRAPPING G STRAPPING 11B-- 11C 11B th•'x� 40018 PANEL t0A 40009 l0A PANE y�yyecstsssr�rr; 4x4 WOOD POST SIMPSON STRA SIMPSON STRAP 1 OD 1 oD `.�`• SECTION 11 SECTION 10 -� I'�j�.Yv.�{ ~•1R t. TITLE: ENCLOSURE SUPPLIERS INC. r ,t a b=� a FIGURE 4.2.2 JOB #: DATE: DRAW BY: SCALE: ENG-97-213—OH 3-3-98 SFH NONE AMBRI C TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE, PHILA., PA 19129 ® (215) 438-1800 FAX (215) 438-7110 1 6"I-BEAM 04' 61-BEAM C4'-0"cc OR 3'-0"cc" .' WITH 6" EPS SANDWICH PANEL WITH 6" EPS SANDWICH PANEL WITH .024" THK ALUM SKIN WITH .024" THK ALUM SKIN t 4A 5A 4B 0022A B 4 C 58 5 40022A 4A 40023 5 40023 4D 40 zF 5D 5D -CHANNEL 40008 6" F-CHANNEL 40008 CORNER POST 4E I-BEAM SE 40018 40019 t SECTION 1 SECTION 2 I NOTE: REFER TO TABLE 4.2 FOR REQUIRED HANGER TAB CONNECTIONS 6 6" HANGER BASE 6A 6 ALUMINUM RIDGE CAP . — — — — HANGER TAB-; HANGER TAB — — 7-6" HANGER BASElop 6" HANGER BASE \� 10C 00C 6" PANEL 6A 10A \ 10A SECTION 3 6" I-BEAM i _10D OD 1 6"EPS PANEL PAN L " 1 A10A 6 PANEL SIMPSON STRAP-- SIMPSON STRAP 1OD 10D 6" F-CHANNEL 1/2"TEK SCREW ® 18"cc SECTION 5 SECTION 4 TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2. 1 a JOB #: DATE: DRAWN BY: SCALE: ENG-97-213-0H 3-3-99 JLC , e °°"'''c'r'�►ds AMBRIC TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE, PHILA., PA 19129 <y 0" `t =. .� (215) 438-1800 FAX - •t.: 215 438-7110 .•r�•' •gym WING PANEL (TYP.) TYPICAL DOOR TYPICAL WINDOW UNIT OR UNIT SOLID PANEL 0 I a KNEE WALL FRONT ELEVATION 5 3 1 2 TYPICAL DOOR TYPICAL WINDOW r.•,... ~ Q UNIT OR UNIT 5,paaat:�sv;ya, qa 4c. a � SOLID PANEL • n KNEE WALL • - F SIDE ELEVATION �•'J93ri GABLE ROOF STYLE BUILDING WIT " H 6 PANELS TITLE: CHAMPION ENCLOSURES GABLE ROOM FLOOR DECK FIGURE 4.2.a JOB # ENG—ENG-97-213—OHH DATE: 3-3-99 DRAWN BY: JLC SCALE: NONE AML;RIC TESTING & ENGINEERING ASSOCIATES, INC. 3502 SC:OTTS LANE, PHILA., PA 19129 (215) 438-1800 FAX (215) 438-7110 &a.mc,aa ENCLOSURES Table 4.2: Gable Room connections based on 16'-0" x 16'-0" enclosure with 8'-0" opening width. Refer to Drawing Nos. 4.2, 4.2.1 . ,4.2.2., 4.2a & 4.2.1 a Description Number. Type and Spacing of Connectors Section Fastener Size& Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 1 1A #8 x'/Z" 40018 40015A 2 2 2 3 3 3 3 4 4 5 TEK Corner Expander Post 1B %<"x 2" 40015A Conc. 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" ZAMAC Expander Slab/ O. C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Footing with 1 with 2 with 3 with 4 with 5 with 5 with 5 with 5 with 6 with 6 at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. 1B #10 x 40015A Wood 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 2'/2" Expander Joist O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Wood with 4 with 4 with 4 with 5 with 7 with 7 with 7 with 7 with 7 with 7 Screws at Col. at Col. at Col. I at Col. at Col. at Col. at Col. at Col. at Col. at Col. 2 2A #8 x'/�' 40019 40015A 2 2 2 3 3 3 4 4 5 5 TEK I-Beam Expander 2B %"x 2" 40015A Conc. 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" ZAMAC Expander Slab/ O. C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Footing with 1 with 2 with 3 with 4 with 5 with 5 with 5 with 5 with 6 with 6 at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. 2B #10 x 40015A Wood 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 2 '/" Expander Joist O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Wood with 4 with 4 with 4 with 5 with 7 with 7 with 7 with 7 with 7 with 7 Screws at Col. at Col. at Col. at Col. I at Col. I at Col. I at Col. at Col. at Col. at Col. 3 3A #8 x'/Z' 40009 40019 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK Frame I-Beam O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Jamb OF �ff1fPlf 11/7f7!yrgf Id f) Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa ,drop Pennit pnckapeUxMdi,ry7 pemLdoc n 7 11)'7 f(-)() ENCLOSURES Table 4.2 Cont'd: Description Number, Type and Spacing of Connectors Section Fastener Size & Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 4 4A #8 x'/z" 40016A Panel 24" 24" 24" 24" 24"_. 24" 24" 24" 24" . 24" TEK F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 4B #8 x'/z" 40022 40019 Panel 2 2 2 3 3 3 3 3 3 3 @ Beam TEK Header I-Beam QBase 4B #8 x'/Z" 40022 Panel 16" 16" 16" 16" 12" 12" 12" 12" 12" 12" @ Panel TEK Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 4C #8 x'/z" 40022 40023 12" 12" 12" 12" 10" 10" 8" 8" 8" 7" TEK Header Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base Arm 4D #8 x'/s" 40018 40022 2 2 2 3 3 3 3 3 3 4 TEK Corner Header Post Base 4E #8 x'/2" 40008 40022 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Frame Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. head Base 5 5A #8 x W 40016A Panel 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 5B #8 x'/Z' 40022 40019 Panel 2 2 2 3 3 3 3 4 4 4 @ Beam TEK Header I-Beam Base 5B #8 x'/z" 40022 Panel 16" 16" 16" 16" 12" 12" 12" 12" 12" 12" @ Panel TEK Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 5C #8 x 40022 40023 12" 12" 12" 12" 10" 10" 8" 8" 8" 7" '/2" Header Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. TEK Base Arm 5D W8_x 40019 40022 2 2 2 3 3 3 3 3 3 4 1/2" I-Beam Header TEK Base 5E #8 x 40008 40022 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 1/Z" Frame Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. TEK head Base =s Ambric Testing and Engineering Associates, Inc. I.; 9 9� 9 r 3502 Scotts Lane, Philadelphia, Pa • •,ie�rs�lriclbC rrp vgimil geMk ilding permil.dm ENCLOSURES Table 4.2 Cont'd: Description Number, Type and Spacing of Connectors Section Fastener Size& Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 6&6A 6A #8 x'/" 1 40020A 40019 2 2 2 2 2 2 . 2 .. 2 2 . 2 . @ I- TEK Hanger I-Beam Beam Base 6A #8 x'/" 40020A Panel 16" 16" 16" 12" 12" 12" 12" 12" 10" 10" @ Panel TEK Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 66 5/16 x 3" 40021 Wood Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer Lag Hanger Framing to table to table to table to table to table to table to table to table to table to table screw Tab 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.31-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 6B %"x 2" 40021 Brick/ Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer ZAMAC Hanger Masonry to table to table to table to table to table to table to table to table to table to table Tab 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.31-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 6C #8 x'/2" 40020A 40021 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" TEK Hanger Hanger O. C. O. C. O. C. O. C. 0. C. O. C. O. C. O. C. O. C. O. C. Base Tab 7 7A #8 x'/2" 40018 40009 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" TEK Corner Frame O. C. O. C. 0. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Post Jamb 8 8A %<" x 2" 40015A Wood 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" Lag Expander Framing O. C. O. C. O. C. O. C. 0. C. O. C. O. C. O. C. O. C. O. C. screw 8A %"x1 /2" 40015A Masonry 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" ZAMAC Expander- wall O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 0. C. O. C. 8B #8 x'/" 40015A 40019 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK Ex ander I-Beam O. C. O. C. 0. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 8C #8 x'/z" 40019 40009 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK I-Beam Frame O. C. O. C. 0. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Jamb •,�,e faa►slttppr`r bs c.nP i Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E:1Errlovxe Suppliers IrK1lwil0inp permit packapelbuiltlinp pennil.tloc n7/97/Qq &aoozaa ENCLOSURES Table 4.2 cont'd Description Number, Type and Spacing of Connectors Section Fastener Size& Connected Parts ± ROOF LOAD (PSF), a.o. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 9 9A #8 x'/�" 40016A Panel 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 9B #8 x'/z" 40019 Panel 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK I-Beam O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 10 10A #8 x'/z' 40020A Panel 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 10B %"x 40021 Wood 16" 16" 16" 12" 12" —12_" 10" 9" 9" 8" 2'/2" Hanger Framing O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Lag Tab screw 10C #8 x'/Z' 40020A 40021 16" 16" 16" 12" 12" 12" 10" 9" 9" 8" TEK Hanger Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base Tab 10D 10d 4 x 4 Wood Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer nails wood Ridge to to to to to to to to to to Post Beam Table Table Table Table Table Table Table Table Table Table 4.4 4.4 4.4 4.4 4.4 4.4 1 4.4 4.4 4.4 4.4 11 11A #8 x'/z' 40018 40016A 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Corner F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Post 11B #8 x'/" 40018 40009 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Corner Frame O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Post Jamb 11C 10d 4 x 4 concrete Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer nails wood Slab to to to to to to to to to to Post Table Table Table Table Table Table Table Table Table Table 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 1 4.4 1 4.4 W"S.sn,o-ir •'V.y F��.is T� Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E:1Endo—e Suppliers ImUxildirq permit packapeUxildirq permil.doc 07/?7/99 ENCLOSURES Table 4.3.1: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5116" x 3" Lagscrew (shown in brackets) Connectionspacing for 5 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 14'-0" 24' 24" O.C. 24" 24 O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24-)0.C. 24" 24" O.C. Table 4.3.2: Connection Spacing for 1/." x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 10 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0. . 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0. . 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" (24")2.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0.12. 24" 24" O.C. 24" 24" O.C. ,.z,. raee: rrru.r Ambric Testing and Engineering Associates, Inc. :a 3502 Scotts Lane, Philadelphia, Pa ierilnc wl�' p"Annil paL eWulding pe"nil.do n7/?7/qq ENCLOSURES Table 4.3.3: Connection Spacing for 1/4" x 2'/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 15 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12"-0" 24 24" O.C. 24" 24 V.C.. 24 24" O.C.. 19' 24" O.C. 15" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 21" 24" O.C. 18" 24" O.C. 15" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 19" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0.C. 24" (24")0.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. Table 4.3.4: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 20 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 24" 24" O.C. 18" 24" O.C. 13" 24" O.C. 11" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 18" 24" O.C. 15" 24" O.C. 11" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 21" 24" O.C. 18" 24" O.C. 15" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 13" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 18" 24" O.C. 18" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" (24")0. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" (24')0. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. ••l j4P sb r.)3N�w,rabp Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa .,y u e ,(iicyliiilcl' p:rtni kapeydiildiiq permit.doc ENCLOSURES Table 4.3.5: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) Connectionspacing for 25 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" A ^c4" c^4"•O.C. i9" 24" v:C. 14" 24"'O.C: 1i" 24" O.C. 9" 21" O:C. 14'-0" 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 14" 24" O.C. 12" 24" O.C. 9" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 24" O.C. 9" 21" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 16" 24" O.C. 14" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 16" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" (24")0.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" " O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (2%" O.C. Table 4.3.6: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 30 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 16" 24" O.C. 12" 24" O.C. 9" 22" O.C. 7" 18" O.C. 14'-0" 24" 24" O.C. 22" 24" O.C. 16" 24" O.C. 12" 24" O.C. 10" 24" O.C. 8" 20" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 16" 24" O.C. 12" 24" O.C. 10" 24" O.C. 9" 22" O.C. 7" (18-)0.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 12" 24" O.C. 10" 24" O.C. 9" 22" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 20" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. ,,.,,etti•.p,�atre,ae f,t Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa "Irc�bdl4P Mit eLLwildinp permit.dm ENCLOSURES Table 4.3.7: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) ' Connectionspacing for 40 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0 12' 24'' O.C. 10" 22" O.C. 9" 18" O C. 8" 16"O :C: 7" 14" O:C. 14'-0" 14" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 18" O.C. 8" 16" O.C. 7" 12" O.C. 16'-0" 16" 24" O.C. 14" 24" O.C. 12" (24")0. . 10" 20" O.C. 9" 18" O.C. 8" 14" O.C. 7" 14" O.C. 7" 14" O.C. 18'-0" 20" 24" O.C. 16" 24" O.C. 12" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 16" O.C. 8" 16" O.C. 8" 06-)0.C. 20'-0" 22" 24" O.C. 18" 24" O.C. 14" 24" O.C. 12" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 18" O.C. 8" 16" O.C. 22'-0" 24" 24" O.C. 20" 24" O.C. 16" (24-)0.- . 14" 24" O.C. 12" 24" O.C. 10" 22" O.C. 10" 20" O.C. 9" 18" O.C. 24'-0" 24" 24" O.C. 22" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 22" O.C. 10" 20" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 12" 24" O.C. 10" 22" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 12" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 20" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" 0.C. 24" 24" O.C. 22" 24" O.C. 18" (24'10.r. 16" 24" O.C. 14" 24" O.C. 14" (24")0 C d Ambric Testing and Engineering Associates, Inc. E.tEndesure5 3502 Scotts Lane, Philadelphia, Pa ppliem ImUx ildinp permit packapetbuildirg permit.dx 07/27/99 •• oANQ $PAN _ _. ALUMINUM HANGER ASSEMBLY:__. CONNECTED TO WALL STUDS ® 16" O.C. 3 3/4" EPS FOAM SANDWICH PANEL WITH AL 6063—T6 ALUMINUM I—BEAM AT 4'-0" O.C. 2 PIECE HEADER BEAM 1 ALUMINUM SLIDING COOR OR WINDOW �I �i a" THICK CONCRETE SLAB REINFORCED WITH 6x6—W2.OxW2.0 ON VAPOW.BARRIER i I ON 4" OF CLEAN STONE'ON Flk"-. ABLE SUBGRADE. ISOIATIM,i--JOINT FOR CONC. SLAB �' —DOWN i = _ __ :.;�••—;;:;: ICK TURNED CONCRET7 �\� �j\� / =DOTING AT EXTERIOR PERIMETER �� r/ ?OTTOM OF FOOTING' SHALL BEAR �\ R—CONTROL PECLAM LEDGER N =:RM STABLE SOIL HAVING A �— e DECK JOIS 2X8 EAFE FEARING CAPACITY OF 2000PSF 016-Q.C. UP TO 10' 2X10 (916, O.C. 12'-14' NO EXTENDING TO BELOW THE FROST 2x12 016pO.C. UP T _;NE. 0 18' �� t4 Cr •�1�:"..5e o fie r7 ' •.hi TYPI :. CSL CROSS-SEC �- -- TION --' _NCLOSURE SUPPLIERS, n : 1C. i =ATIO ROOM I FIGURE 6. 1 v6 — z -0H I DATE: V_v_V B j DRAWN BY: SCA ENG-97— SFH I LE: NONE A v (, __ M E F `., I ING ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE. =uILA.. PA 19129 (215) 438-1800 I FAX (215) 438-7110 1'ANI I [TAN —I , AI UMINI IM I IANGI:-R ASSE-Ml-11 Y .S .5/4" I I"_; i OnM `.,ANI I;.. :I I I'nrJl I CONNIC f C U TO GALJI E BEAM .� 1 Ei" O C. WIIII At 606,5 1.6 At tlMlhl' 'F.1 I I](--AM LNGINLL1110 IOMNI 11 Hit Nu.l SIRUCTURAL - GRADE IUMUER ' I 'll (:I III AHI I; III .AM At tIMINtIM IOING I HON OR WINI)OW — UI ALUMINUM SI II)IIIG WON OR WINDOW r' 1 4" 11 TICK CONCRE IL- SLAH REINFORCED WIIII 6x6 --W2.OxW2.0 ON VAPOR BARRIER ON 4" OF CI EAN STONE ON FIRM & S1AHI l_ SUBGRADl—. 2x8 ®16"O.C' UP TO 10' 2x10 016"O.C. 12'--14' R CONIROL. SPECIAM 2x12 016"O.C. UP TO 18' DECK t �a \ I 'll Il T I IU I I Old ()I I OO I IN(; "I IAI I •lit AI,' �\ ON 1110vl S I A131 1. SON I IAVING A 'lA 5A1 I HI ARINC CAPACI I Y OI 2000PSI ANI) I X I I NMN(, IO Ill l OW I I II IROS I „ aeaat7:91•- 1I IICK I I.IIlr11 I) I)()WPI C:ON(:111 11 FOO IINcc nl Fxll p1011 I11111MI it l? TYP1(1AI , (,BUSS SE( "HON kr ^ 9 r•y ' k l f: I NCI OSURE SUPPI If:RS, INC. IVI �, , I I I11`JC & I- NGINI I I�IJ'J , ASSOCIATES, INC. , 3502 SC01 I S I ANE, PHII A., PA 19129 (%Atjl-E Roots (215) 438-1800B #: DRAWN BY: SCALE: it FAX (215) 438-7110 -rlr- „ ? , � ,,,T- ' ENCLOSURES General Construction Notes: 1. All extrusions shall be AL 6063 - T5 Aluminum supplied by Enclosure Suppliers Inc. 2. Roof panels shall be 3 W or 6" thick expanded polystyrene sandwich panels faced with 0.024" Aluminum sheeting slotted between AL 6063 - T5 I-beams. 3. Maximum roof loads presented in span tables are for a deflection of span/240, span/180 and span/120. 4. All enclosures shall be constructed in accordance with Enclosure Suppliers recommendations. 5. Soil Bearing Capacity: All footing shall bear on undisturbed virgin soil or engineered fill compacted in 8" thick loose lifts compacted to 95% of their maximum modified proctor density. All foundation soils shall be stable and have a minimum bearing capacity of 1000 PSF. 6. All footings should extend below the frost line of the locality. The size of the footings will vary dependant upon the total loads transferred to the footing and the allowable safe bearing capacity of the foundation soil. 7. Concrete: All concrete work shall conform to the recommendations of ACI 302-89 and shall have a Minimum Design Strength of 3000 PSI at 28 days. 8. Timber Design Stresses: Douglas-Fir No. 1 Appearance Grade Bending Stress Fb = 1500 PSI Horizontal Shear Stress F„ = 95 PSI Compression perpendicular to the Grain F,, = 625 PSI Modulus of Elasticity E = 1,800,000 PSI `rz;,ara:st Fel FF;F, nr •.yr v a /!7.I,/�^` tis/���/'.' �•" . r Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E:tEndosure Suppliers InoWiltlinp gxmit gtckapelbtdldlnp permit.tlac 07/27/99 DOUBLE 2x SPLINE SEE FIGURE 7.4 FOR SPUNE CONNEC71ON FOR SPLINE CONNECTION FASTENING INFO ! R—CONTROL PANEL SEE LOAD DESIGN TABLES 7.7 & 7.8 FOR PANEL LOAD CAPACITY 2x LUM EDGE PLATING MATERIAL y i I. t;. a� it n Goo z NOTE: A VAPOR RETARDER ON / lk WARM SIDE OF PANEL SHOULD BE UTILIZED HATH DOUBLE 2x SPLINESISOMETRIC , in AMB R I C TESTING do ENGINEERING ASSOCIATES, INC: CHAMPION ENCLOSURES' . 3502 SCOTTS LANE, pHII.A„ pA 19128 R-CONTROL DECK FIGURE 7.6 (216) 498-1800 JOB I. ENG-97-213-OH DRAWN BY: JLC SCALE: NONE _.___ FAX (215) 498-7110 7. FOR PANEL SIZE SEE TABLE 7.7 3- 1 7/16' 1 7/16' R-CONTROL- L. L_ L. DO-ALL-PLYJ CONTINUOUSLa I i OUBLE 2x SPLINE 8d NAILS O 12'cc TWO ROWS STAGGERED R-CONTROL PANEL R-CONTROL DO-ALL-PLY R-CONTROL DO-ALL-PLY EACH SIDE TOP do BOTTOM- ------------- -- ---- OPTIONAL FACTORY ELECTRICAL CHASE -----L_ ----- ------ --------------- lo i I L - L i ------------ ------ ------ -- ' I , FASTEN NTH 8d NAILS OR �������.lall,q, BOTH SIDES OFPANEL LES O 6-cc NOTE: VAPOR RETARDER ON Sw 0� T4s EQUIVALENT OF ANEL JOINT OR WARM SIDE OF PANEL SHOULD '......'• s�� EACH SIDE BE UTILIZED 4NTH DOUBLE 2x SPLINES i • •. o} : DONALD ' DAVID •� z MEISEL VAL TTRE CHAMPION ENCLOSURES ' UF31 R-CONTROL DECK SPLINE CONNECTION DETAIL (DOUBLE 2x) FIG JOB �: 7 ENG-97-21.3-OH DATE: DRAWN BY: 3-3-99 SCALE. JLC NONE AM[B R I C TESTING & ENGMMnvG ASSOCIATES, INC. 3W2 SCOTTS DANE, PHILr1., PA 19129 (216) 458-1800 PAX (215) 498-7110 I L4-4 PJ0nENCLOSURES :ABLE TT ALLOWABLE LOADS FOR R-CONTROL PANEL DECK USING DIMENSION LUMBER BEAD LOAD DESIGN CHART (DIMENSION LUMBER BEAM) PSF TIMBER- EPS GORE DEFL. PANEL SPAN JOIST THICKNESS: FLOOR SIZE1p,- 12• RA ML 14' 16' MAX:SPAN L/360 100 68 43 28 L/240 100 100 64 43 12 FT. L/180 100 100 86 57 L/360 100 100 67 - X811 7'1/4.. 46 L/240 100 100 100 68 FT. T144 . L/180 100 100 100 82 L/360 100 100 100 70 2 X 10" 9 1/4" L/240 100 100 100 98 16 FT. L/180 100 100 100 100 FLOOR PANEL SPANS USING PANELS MANUFACTURED TO AFM STANDARDS AND INSTALLED IN ACCORDANCE WITH DETAIL FIG. 7.6 USING MIN. 7/16 IN. APA RATED 24/16 SHEATHING TOP AND BOTTOM. FRAME WITH CONTINUOUS DOUBLE 2X'S 4-0" O.C. AND SINGLE 2X'S AS PANEL PERIMETER BLOCKING USING MIN. =2 SPF (EXCEPT WHERE NOTED), OR PRE-ENGINEERED EQUIVALENT. TOP SKIN THICKNESS FOR FLOOR PANELS SHOULD BE 3/4" MIN. OPTIONAL: MIN. 7/16" TOP SKIN OVERLAYED WITH A MIN. 7/16" FINISH FLOORING PERPENDICULAR TO THE PANELSTHIS PROVIDE ADEQUATE RESISTANCE TO IMPACT AND POINT LOADING. , WILL, AMBRIC Testing & Engineering Associates, Inc. 3 502 Scotts Lane. Philadelphia, PA 19129 ,'',•111111/t0i» I, t ,.•�•'•�;Z� r �ss s'% March 9, 1999 �• �� DAVID MEISEL ca CIVIL CIVIL ' xAORTH Town of And No. O � o ;� dover, Mass. /e�—I o - Cs ce 0 LACOCMICKEWICK yt ADRATED S ` BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT....4.* BUILDING INSPECTOR � ...�........ ... ..�.. .... .��...�..�d A'1............ .................... Foundation has permission to erect... .�..x� �...... buildings on ....x .... .ea �m w v/t W . .................. .... ...... Rough �� �� to be occupied as......... .�J..................t►.....•.....o.. ....... N..... :��.^ Q �s �/1 'M� A Chimney ............. ................. . ...... ............................. .. provided that the person accepting this permit shall in every respect conform to the terms o the application on file in Final this office, and-to the provisions of the Codes and By-La s relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. ®O t3 ; ; PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR CRough' 1.... 1111............100 11100110........................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove h F nal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. IL SEE REVERSE SIDE Smoke Det. Date..... -3 v`7..... " Cf Na DTH 1M a? ;e �o� TOWN OF NORTH ANDOVER PERMIT FOR WIRING SSACHUS� �o� .......................................... This certifies that ..................................... ........ has permission to perform ........... .......a ......... wiring in the building of..........f- ...�.. .�, � 1. ? ................... ?... !4, A .. L l tJ............... .North Andover,Mass. : ............... Lic.No—yAq T4 ... .......... ...... F'ee' ELE CAL INSPECTOR Check # 7556 Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. �-�,5-6 Occupancy and Fee Checked r` BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(M C),527 CMR 12.00 F a2 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: p City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) Owner or Tenant ,� a% J-// (9 ��iy, ( _ A") Telephone No. 9�Fg-'� L Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No n (Check Appropriate Box) Purpose of Building Utility Authorization No 3 S v2 Existing Service /6C>Amps -7-7-6///«Volts Overhead Undgrd❑ No.of Meters New Service ,.9� Amps O- /// Volts Overhead Undgrd ❑ No.of Meters 1— Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.o Emergency Lighting rnd. rnd. Batte Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pump I Number Tons KW No.of Self-Contained Totals: .. Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal E] other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water No.of o.of Heaters KWData Wiring: Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring. No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: 2 Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such cover a is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE o BOND ❑ OTHER ❑ (Specify:) I certify,under thepaqts and penalties of per ry,that the information on this application is true and complete. FIRM NAME: /j/ LIC. Licensee Signatur LIC.NO.: (If applicablempt"in the license number line.) �l Bus. Tel. No.: e, er " .T92��'�� Address: 6 �w 05 v�Z Alt.Tel. No.:40-- *Per M.G.L c. 147,s. 57-61,security work reqdires Department of Public Safety"S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE. $ -,;- T. i N©i Y Y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street U1 Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Name(Business(Organization/Individual): � /��� ` Please Print Le ibl Address: City/State/Zip:G� �G�O if��''�-� Phone.#: �.�� Are you an employer?Check the appropriate box: 1.❑ Iamaemployer 4 T eof � ❑ I am a general contractor and I Project(required) 1 employees(full and/or part-time),* have hired the sub-contractors 6 ❑New construction 2• am a sole proprietor or partner- listed on the attached sheet. 7. ship and have ❑Remodeling P o employees These sub-contractors have working for me in any capacity. employees and have workers' S' ❑Demolition [No workers'comp.insurance comp.instnance.t 9• ❑Building addition 3.❑ required.] 5. Q We are a corporation and its 10.Q Electrical repairs or additions I am a homeowner doing all work officers have exercised their myself.[No workers'comp. right of exemption per MGL 11.Q Plumbing repairs or additions insurance required.]t c. 152,§1(4),and we have no 12•❑Roof repairs employees.[No workers' 13.❑Other comp.insurance required.] Any applicant that checks box#1 roust also fill out the section below showing their workers compensation Policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside connectors must submit a new affidavit indicating such. tContractm that 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 they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins.Li c.M Expiration Date: Job Site Address: Attach a copy of the workers'compensation po8cy declaration page(showing Zip: Failure to secure coverage as re g Policy number and expiration date). required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this Investigations of the DIA for insuran a covera a verification. statement maybe forwarded to the Office of Ido hereby ce er the pains and penalties of erI that the information provided above is true and torted 1 Si ture- Date: Phone#• F only. Do not write in this area,to be completed by city or town ofJlciaL n: Permit/License# hority(circle one): I. Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 0 -----... son: - Phone#: MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) ` EC Mass. Date 19Permit # v�o� c�#-71��V Building Location j6�i4 q,(/ Owner's Nam e_#16 6671 ),6y'-rrO Type of Occupancy New Renovation ❑ Replacement ❑ Plans Submitted: Yes[] No❑ N N a Y WN N N U Z Z oC h 9C V) OC N x O � W J N W O V m h Z !A z a o u h a CC Z M O - w 4 ¢ O m vl h W O a Oh N a N O v W x z r' NO. > 4 W 2 N W A cc a W cc UJF h Z d }W- Z J h Z F. W CC W d 0 � U. h a J N1� W z 4 W 4 a4 r N m z 0 Z 4 0 a � fA X W > m WZ. 4 cc a ¢ '.x O d 3: u. S o d 0 a > o a F- O SUB-BSMT. BASEMENT IST FLOOR 2ND FLOOR 3RD FLOOR _ 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR STH FLOOR I I it Installing Company Name. BAY STATE GAS COMPANY Check one: Certificate # Address 55 MARSTON STREET )C] Corporation 1862 LAWRENCE, MA 01840 ❑ Partnership Business Telephone 508-687-1105 ❑ Firm/Co. Name of Licensed Plumber or Gas Fitter Francis X. Corkery INSURANCE COVERAGE: have aY usrrenntt liability insoaurce policy or its substantial equivalent which meets the requirements of MGL Ch. 142. If you have checked ves, please Indicate the type coverage by checking the appropriate box. . A liability insurance policy P< Other type of indemnity❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's lowner[] Agent El�gent , I hereby certify that all of the details and information I have submitted(or entered)in abopplication are true and accu�te to the best of my knowledge and that all plumbing work and installations performed under the permit iss f r this application will n mpiiance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Gene S. (/ i By TVQ4e of license: Title Gasfitt r Signature of Licensed Plumber or Gas City/Town Master License Number 8697 t' _-•' APPRONEO O F10E SE ONLY) Journeyman t i .AJC! 9 1994 ,-1 i• BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION i FEE N0. i APPLICATION FOR PERMIT TO DO GASFITTING NAME & TYPE OF BUILDING LOCATION OF BUILDING { PLUMBER OR GASFITTER LIC. NO. PERMIT GRANTED DATE GAS INSPECTOR V Date. . l f77f`'.? ►�, 9204 4, TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING 1 ,SSACHUSE� This certifies that . . .DAA t. . . . FE r. . . . . . . . . . . . . . . . . . . has permission to perform . . . �. 4 s-t4. $(� .t. . . . . . . . . . . . . . . . plumbing in the buildings of . . !`�.Sj. �`.<.lc�.. . . . . . . . . . . . . at S6 . . . . . . . . . . . .. North Andover, Mass. Fee. .33.,.r. . .Lic. No.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBING INSPECTOR 01/09/47 11:46 35.00 PAID WHITE:Applicant CANARY: Building Dept. PINK:Treasurer .�- IPrint a Type) 3 ^1 NORTH ANDOVER, Maas. Data — _lo 8ugdinp / Permit # 3 Z D y Location 0�v n Owners ~ Name c /XPi C llo'�'L . New fi!k, Renovatlon ❑ Replacement ❑ Plans Submitted: Yes❑ No.❑ FIXTURES w » z W F w � ''i » } u s 0 3 fs s 0 ar er N s s 0 a. s s a 1° ar oIsa s 0 N u 30 1- 0 a ; s o s s o a lat r 1 i M s �► i a e s i aua-911MT, newee Neese eA*aMgNT IST FLOOR I IND FL0011 FT IND FLOOR ITN FLOOR aTH FLOOR aTH FLOOR. tTH FLOOR aTHFLOOR - J Check one: Certificate Installing Company Name �� -e lc� ❑Corp. Address _ 9;,? .� /J�i¢i.� — ❑Partnership Business Telephone Name of Licensed Plumber INSURANCE COVERAGE: check one I have a current liability Insurance policy or Its substantial equivalent. Yes _ No ❑ If you have checked M. please Indicate the type coverage by checking the appropriate box A liability insurance policy ,� Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 112 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: SignOwner ❑ Agent ❑ a urea et a Owner s en I hereby cMity that all of the details and Information I have submitted for enleredl In applcadon are true and accurate to the best of my knowledge and that al plumbing work and Installations performed under the petmfl I for Ws ap will be with ant pedinen provislons of a Massachusetts State Plumbing Code end Chapter 112 of at By This CttylTown License Number Type of Plumbing Ucense: Mastell� Af'PfMI)(OFFICE USE ONLY Journeyman 0 Date... ...!r. ....... TOWN OF NORTH ANDOVER EE PERMIT FOR GAS INSTALLATION "SACMUSEt 6 M This certifies that . . �:f{�. . . . . !� .�F. . . . �. , has permission for gas installation . . .2. :. . ..... . . . . . . . :, in the buildings of .'.r : . . : :. .. . . . . . . . . . . . . . . . f T� _ orth And r, Mass. Fee. .! !. . . . Lic. No...1e.%. . . . . . . . . . . . Y AS INSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer GOLD:File Date . .d. y . .... . NORTH Of o� TOWN OF NORTH ANDOVER ' PERMIT FOR GAS INSTALLATION �9SSAcHUSE� This certifies that . l. . . . . . .• . has permission for gas instakqlation_..� -! ~` . . . . . . . in the buildings of . _ •�! -�: � . . . . . . . . . . . . . . . . . ,> North Andover, Mass. Fee! . . . . . Lic. No.2 70. . . t� ;rte /.��c,!r� . ,✓ INSPE�OR� Check# /3:PG1 GG 4135 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) Ov���- 9 _ � �✓ , Mass. Date Permit Building Location_ �Sb 1)9p1)dnliy,, Owner's Name /b661 /-7Z)1;9 '" .. Type of.Occu nc Pa Y �4 New ❑ Renovation ❑ Replacement ] Plans.Submitted: Yes[] No ❑ N W Y WN N y U z 2 N N N x p N = w W a o ~ J N U m ~ x •A z a W a z ; o r Cr m y tu- ,'< W a o o ►- N a N 0 ou W = z f' N 0 W W z W W Q a h' cW 0) F- x aac ' Wd . 7 J axyz W 0 Z oQsU3cQvyax o 0 U. o SUB—USMT. BASEMENT 1 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 1 STH FLOOR i 6TH FLOOR 7TH FLOOR STH FLOOR Installing Company Name BAY STATE GAS COMPANY Check one: Certificate # Address 55 MARSTON STREET X7 Corporation 1862 rp n LAWRENCE, MA 01840 ❑ Partnership Business Telephone .687-1105 ❑ Firm/Co. .f Name of Licensed Plumber or Gas Fitter Francis X. Corkery INSURANCE COVERAGE: I have a current liability Insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes K No ❑ If you have checked,Yes, please Indicate the type coverage by checking the appropriate box. A liability Insurance policy D( Other type of Indemnity❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner'sggent Owner[] Agent ❑ I hereby certify that all of the details and information I have submitted(or entered)in&' s. ation are true and accur gte to the best of my knowledge and that all plumbing work and Installations performed under the permit application will n mpliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Gei T of License: Title Plumber Signature of Licensed Plumber or Gas Gasfitter Master License Number 3.145 Glty/Town Journeyman O FIC SE ONLY O'er BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION FEE N0. APPLICATION FOR PERMIT TO,DO GASFITTING NAME TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER LIC. NO. PERMIT GRANTED DATE GAS INSPECTOR • s ' ...... L 7r l Date..f/ `�' .�....... 2421 . i ppRTN TOWN OF NORTH. ANDOVER pf tt��o 4, _ 0 o p PERMIT FOR GAS INSTALLATION t s a "s • CHUSEt�y y 2. This certifies that . . . . . . . . . . . . s has permission for gas installation . U. .. . . . . . . . . . . . . . . in the buildings of . .. . . . . . . . . . . . . . . . . . . . at . . �� �.r.�? ,�.w. i,f.t-A . . . . . . .. North Andover, Mass. j Fee. J r` . . Lic. No.c1. . . . . . . . . . . . . . . . . . . . . . . . . . 01/09/97 11:46 '25.00 PAID GASINSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer GOLD:File MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) NORTH ANDOVER Mass. Date Z-9 4'. kuilding Location ,!p;? ar✓di�r' ;,� Permit # >-V t •� Owners Name _ 9�i�S���o/Y�� New L. ? Renovation II Replacement Plans Submitted FIXTURES H ti N th t) x a W a o V m r « x a► W Q W W0 O 0. W A I m > 4 W fe 0 W Z V W x 07 yt 4 Q t, , in W 0 1- 2 j f' .Z �.. W W tti O > U. tcc 99 W.. ul 2 Q W C (t .r 4 ¢ 4 Ld ' O W 2 O N Y Q ,tJ > W , 2 < O O W O W i- a x o a ca .i 0 x y a a t- o SU8-8S4.IT. BASEMENT IST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR TTH FLOOR STH FLOOR (Print or Type) Check one: Certificate Installing Company Name , y; Corp. Address 9,,,,2- Zr �, �d - Partner. Lam. _ �� 37{�� J✓9X— � �� rm/Co. a sT Business Telephone: 6;� / Name of Licensed Plumber or Gas Fitter Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Q Bond Ej Insurance Waiver: I , the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance coverages. Signature of owner/agent of property Owner Agent E] !hereby certify chat all of the details and information I have submitted (or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under'Permit issued for this application will-be-in compliance with all pertinent provisions of the Massachusetts State Cas Code and Chapter 142 of tho Genual Laws. By TYPE LICENSE: lumber Title Gasfitter ,igna re of Licensed City/Town: Master Plumber or Gasfitter Journeyman �9 9� APPROVED (OFFICE USE ONLY) L1GenSe Number PERMIT *0. APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. " PAGE 1 MAP K-4O. ' ? LOT NO. �Q 2 RECORD OF OWNERSHIP :DATE BOOK :PAGE DONE / I SUB DIV. LOT NO. I I LOCATIONPURPOSE OF BUILDING41/0 el-ll 40'�9-1 0r y OWNER'S NAME /J /�o� r/S NO. OF STORIES SIZE �l Q X-ra OWNER'S ADDRESS S` /7 �A�/�Cy�(� ill�-' BASEMENT OR SLAB 447-re��QS` ARCHITECT'S NAME ,,'/ ;11�pAb:5- yl�v �� SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME .i1/l/��. /j/Wf`� SPAN DISTANCE TO NEAREST BUILDING 'v DIMENSIONS OF SILLS e_e DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES-SIDES 2 ` /fa REAR le)�0 " GIRDERS AREA OF LOT V! f / FRONTAGE I. HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION IJ `'?od MATERIAL OF CHIMNEY t ,�V IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COSTG►� PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER 80. FT. / PAGE 2 FILL OUT SECTIONS i - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DA E F E �/ �^ BUILDING INGPRCTOR SIGNATU F OWNER OR AUTHORIZED AGENT FEE OWNERTEL!/ 6 f6 PERMIT GRANTED CONTR.TEL.# 6 �� "-2 / l 19 v CONTR.LIC.# in -j 6 H.I.C.# �lzpp � 1057 BUILDING RECORD + 1 OCCUPANCY 12 SINGLE FAMILY _ sroRIt THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM j MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA. APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE d 1 2 13 CONCRETE BL'K. PINE __ _ BRICK OR STONE H PIERS PLASTER _ DRY WALL UNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'T' AREA _ 1/. 1/7 l/. FIN. ATTIC AREA _ N_O B-M-T FIRE PLACES _ HEAD ROOM MODERN KITCHEN r 4 WALLS I 9 FLOORS CLAPBOARDS B 1 22 J 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARDVJ'D _ ASBESTOS SIDING COMMON VERT. SIDING ASPH.TILE STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. & FLOOR (- BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR I-I POOR ADEOUATE 1 NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH 13 FIX.) _ GAMBRELMANSARD TOILET RM. 12 FIX.) FLAT A SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO h 1 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN, TIMBER BMS. &COLS. STEAM STEEL BMS. &COLS. HOT W'T'R OR VAPOR -. WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T2nd — ELECTRIC 1st 13rd NO HEATING Ot t..N - FORMQ - /ERIC IC��TIOV FO RX INSTpiCTIONS : This form is used to verify that all necessar-j approvalr s/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. x*!��**t*x*X�xx�ADpilCant fills out this SeC�'_Qnxx x **'�*�xXx xXx APPLICANT: / Phone LOCATION: Assessor's Mao number /U3 Parcel Subdivision Lot(s) 0 9 Street S� fI�lJ �� tJ(��,i + } St. Number S C Ocie*ieir:rir�e�eie�e�eir�cz�eie�Eieirir�'r�e�rOLilClal Use Onlvx***ieir*******ie**iek*ieic*** REC DATIONS .Gr IOWN AGENTS: Dace Approved �i CC s e rva i cyT11 Adi-i nlstrator Date Re]ected r` Comments i _ A p_G Da ved Town Planner Dates Rejected Comments Date Approved Food Inspector-Health Date Rejected Date- Approved i7 e _ ltil Date Rejected Comments Public Works - s.ewer/water connections - driveway permit — Fire Depart_nent Received by Building Insnecto_ Date tAQRTH IL VM Of Aidover No. .57v 0 �`y Zdover, Mass.., << 19 ° LA E T '� /�. COCMICHEWICK �•9 RATED P �y S � __PER.. M1T T D BOARD OF HEALTH Food/Kitchen Septic System . . .......... - � BUILDING INSPECTOR R ..... fT�� . ...........THIS CERTIFIES THAT Cl: ! l �............... has permission to erect..........�:AAD ............ buildings on •�� oun on F dati Rough to beoccu ied as 1�. '1� ?. ..................................................... p ....................... . . .�g:.rC?�..... .......::.... �'"!� Chimney provided that the person accepting thi„: permit shall in every r speed conform to the terms of the appli,,:ation on file in. -this-office, and to the-provisions of th6 Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. PLiJMBING INSPECTOR VIOLATION .of the Zoning or Building Regulations Voids this Permit. Rough PERMIT ��XPMES IN 6 MONTHS Final UNLESS CONSTRUCTION ST TS ELECTRICAL INSPECTOR Rough ............................... .......... .. ... .... ............................................... Service .DING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises Do Not Remove Rough No Lathing or Dry Wall To Be Done Final Until Inspected' and Approved by the Building Inspector. DEPARTMENT Burner Street No. Smoke Det. - ' � REC�:IVLC JOYCE BRAGS:'AW TCU CLERK T WY OF iN QF. Ta �iNDO � ER appeal shall be flleLl 9 A S S A C H.L S E T T S �5 �i n (20) days after the MQRTN Jf filing of this Notice .•• . ,�o the Office of the Townor ATTEST; ` � A.True Copy Town Clerk N NOTICE OF DECISION ?r;Is is*.0 Celoy M bm ty RM dwis a' . -•!eslapsedimmMeofdeasbnW October 18, 1996 ..,-cut fil':ng of an appeal. En � 6 D ate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Icyce�e Date of Hearing Q t,ohex, -La,. .lss6 'Tbwnf�idi► f Leigh Higgirbottom • . Petition of S■ Y J ��S Ei; :/ 56 Meadowview Road Premises affected . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Referring to the above petition for a special permit from the requirements of the North Andover Zoning• Bylaw, Seiction. 4_136.Paragraph •3 (b) (ii) , allow an addition to an exxisting home within the Non-Discharclg ,7,gne ,of so as to ggJ�i, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . the Watershed Protection. Distript.. . • . . . . . . . . . . . . . . . . . . . . . . . . . • Aftex--a public hearing 'ven,on the above date_, the PlatLniflo Board vote conditionally . t0 .approve . . . . . . . .the secia].permt. . . ... . . . . . . . . . . . . . . . . _ M 1 9 based upon the following conditions : �:C: Director of Public Works Building Inspector Natural Resource/Land Use Planner Health Sanitarian Signed Assessors , Police Chief Joseph V. MahoneY.• Chairman. . . . . Fire Chief rman Applicant Richard Rowe.: Vice.. . .. . . . . . .. . . . . . Engineer File Alison• Lescarbeau:Clerk• Interested Parties Richard Nardella 56 Meadowview Road Special Permit-Watershed Protection District The Planning Board makes the following findings regarding the application of Leigh I3igginbottom, 56 Meadowview Road, North Andover, Mtn. 01845; dated September 24, 1996, 1996; requesting a Special Permit under Sectioa 4.136 par,: aph 3(b)(ii) of the North Andover Zoning Bylaw to add an addition to an existing home thereby allowing surface and sub-surface discharge of stormwater within the Non-Discharge Zone of the Watershed Protection District. FINDINGS OF FACT: In accordance with 4.136(4)the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria, are met. Specifically the Planning Board finds: A that as a result of the proposed construction in conjunction with other uses nearby, there will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The Planning Board bases its findings on the following facts: i. certification from a Certified Soil Scientist and Wetland Scientist that there will not be any significant degradation of the quantity or quality of water in or entering Lake Cochichewick to be further supplemented as required in Condition 2(a). ii. the proposed addition is connected to the Town sewer system and is located more than 100' 67om the edge of the wetland resource area which is across the stree`from the proposed construction site. gutters will be provided on the new addition and runoff directed by down spruts to a proposed reaching pit as shown on the plan. B. that there is no reasonable alternative location outside the Non-Discharge Buffer Zone for any discharge, structure or activity, associated with the proposed construction as the entire lot is located within this zone. In accordance with Section 10..31 of the North Andover Zoning Bylaw, the Planning Board makes the following.findings: 1. The specific site is an appropriate location for the proposed use as all feasible stormwater and erosion controls have been placed on the site; 2. The use will not adversely affect the nei�hhborhood as the lot is located in a residential zone; 3. There will be no nuisance or serious hazard to vehicles or pedestrians; 4. Adequate and appropriate facilities are provided for the proper operation of the proposed use; 5. The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. . 1 F Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1. This decision must be filed with the North Essex Registry of Deeds. The following information incorporated by reference into this decision: ,Plan*titled: .Site Development Plan ofLand;n North Andover, Mass. Prepared for: Leigh A. Higginbottom 56 Meadow,.iew Road North Andover,Mass. Prepared By: Merrimack Engineering Services Park Street Andover,Massachusetts 01810 Scale: lot =401 Dated:. October 1, 1996 Any changes made to these plans shall be approved by the Town Planner. Any changes deemed substantial by the Town Planner will require a public hearing and modification by the Planning Board. 2. Prior to any work Gn site: a) Additional information must be provided concerning the potential degradation of the quantity and quality of the water in or entering Lake Cochichewick. b) A performance guarantee of five hundred dollars ($500) in the form of a check made out to the Town of North Andover must be posted to insure that construction will take place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. c) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner. d) The site shall have received all necessary permits and approvals from the North Andover Conservation Commission, Board of Health, and the Department of Public Works and be in compliance with the above permits and approvals. for the tie-in to the rnumic pai sewer must be reviewed and e All Tans approved. by the P Division of Public Works. 3. Prior to verification of a Certificate of Occupancy: a) No pesticides, fertilizers, or chemicals shall be used in lawn care or maintenance. The applicant shall ii;orporate this condition as a deed restriction, a copy of the deed shall 2 be submitted to the Manning Board and included in the file. 4. Prior to release of the Performance Bond: a) The applicant shall submit a certified copy of an as-built plan which shows all construction, including sewer lines, infiltration trenches and other pertinent site features. This as-built plan shall be submitted to the Town Planner for approval and shall be stamped by either a Registered Professional Land Surveyor or Practicing Engineer. b) The Planning Board must'by a majority vote make a finding that the site is in conformance with the approved plan. 5. In no instance shad the aplticant's proposed construction be allowed to further impact the site than as proposed on the plan referenced in Condition#2. 6. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 7. The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 8. The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 9. This permit shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced. Therefore the permit will expire on_IoLl�z 9� cc. Director of Public Works Building Inspector Health Agent Assessor Conservation Administrator Police Officer Fire Chief Applicant Engineer File 56 Meadowview Road Watershed 3 . r , i 11 F +l tion c�� o, C "th RF6JS��p Dig* NORTH TONM 0f over0 - s. : 3 ��ort�i dover, Mass., y 19 cOC MiC HL(.H. .1. ADRATED PPS\ '�� �S -1t BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT _ Foundation t E u) has permission to erect...........A-?.D................... buildings on ....... . ...........M.6#44b ..........................1�< ou to be occupied as.......................................... .RrH-�c? ...... .......' .1J. t� ............................................... n provided that the person accepting this permit shall in every r speer conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of ?4g ;7 Buildings in the Town of North Andover. PLUMB GSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. uz ��'. Final ELEC116CAL SPE OR UNLESS CONS l R C7101 S�',��,Rrl'S Rough_ ...... Servi ................................. . ... ... . . .... ................ ....... ........ LDING INSPECTOR Occupancy Per t n.tt Required to Occupy Building GAS INSPFCTOR egh)a, /in Cons icuous Place on the Premises — Do Not Remove Display a p Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected` and Approved by the Building Inspector. Burner Street No. _ / Smoke Det. 10616 { CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 564 (1996) Date MARCH 3, 1997 THIS CERTIFIES THAT THE BUILDING LOCATED ON 56 MEADOWVIEW ROAD MAY BE OCCUPIED AS MASTER BEDROOWGARAGE IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. NOR7q "a..* . . CERTIFICATE ISSUED TO Leigh Higginbotton F p 56 Meadowview Rd. ADDRESS Nnrth An MA S1ACHUs� in Spector Location No. Date R M °"rpl TOWN OF NORTH ANDOVER p Certificate of.Occupancy $ m Building/Frame Per �ee $ CH Foundation Permit Fee' $.�cMuSE� Other Permit Fee $ 1 a �'! Sewer Connection Fee $ y Water Connection Fee $ CU TOTAL 9 Building Inspector ? TO 7757 Div. Public Works PERRMIT NO. APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE I MAP 4-40. LOT NO. 2 RECORD OF OWNERSHIP ;DATE BOOK ;PAGE ZONE I SUB DIV. LOT NO. LOCATION PURPOSE OF BUILDING r. IOWNER'S NAME ` � / j/ //��/Aj ..�t�A NO. OF STORIES SIZE ,OWNER'S ADDRESS BASEMENT OR SLAB ARCHITECT'S NAME L� ��.rp1- lJ SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME /�� A J SPAN DISTANCE TO NEAREST BUILDING ��Ovvr. DIMENSIONS OF SILLS DISTANCE FROM STREET /' r POSTS DISTANCE FROM LOT LINES—SIDES b f►" REAR -A '" '" GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION ` MATERIAL OF CHIMNEY IS BUILDING ALTERATION Aa jj.� R� IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY ®/jj� IS BUILDING CONNECTED TO TOWN SEWER �Vy IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER 9d. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED ANDAPPROVEDBY BUILDING INSPECTOR DATE FI D d d © G BUILDING INSPECTOR SIGNATURE OF,6rFr6RA THORIZED AGENT Lam+ F E E C1 OWNER TEL.# Y, PERMIT GRANTED CONTR.TEL.# 6 7 19 CONTR.LIC.#. 0 .2 6e H.I.C.1l ly �b BUILDING RECORD 1 OCCUPANCY { 12 SINGLE FAMILY STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM Mulrl. FAMILY _ OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, GA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. i CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE 3 1 2 13 CONCRETE BL K. PINE BRICK OR STONE HARDW D —— —— PIERS PLASTER _ DRY V✓ALL _ UNPIN. 3 BASEMENT AREA FULL FIN. B M'T' AREA _ 1/1 1/7 1/ FIN. ATTIC AREA _ NO BMT FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B l 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARD!✓'D ASBESTOS SIDING _ COMMON _ VERT. SIDING MPH.TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. 8 FLOOR (- BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY - WIRING - STONE ON FRAME _ SUPERIOR II POOR - ADEQUATE NONE 5 ROOF 10 PLUMBING GABLEHIP BATH 13 FIX.) _ G�AMBREL]'j MANSARD TOILET RM. (2 FIX.) _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR 8 GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd NO HEATING tAo 1 Andover Town of 0 �JNo. 5 G 9 -- i„ dover, Mass.,11(_, 7� ,q 0 l COC HICHEWICK �- DRATED P-9 BOARD OF HEALTH H • Food/Kitchen �r. Septic System MIT T E R aha:,�'1 ,• BUILDING INSPECTOR .CERTIFIES THAT.14. '.'.....A.......... . . �� ................................................................................... Fours anon ' 6 permission to ............... buildings on �iA Rough .... ...... .................................... , o a occupied as.. WAt......... .. . . ... T .... . .. . ....................... f....... ..t�.............. f.th.....pp application .0......e.... Chimney �� C e t"- •, provided that the person accepting this p rmd shall in every respect conform o e arms o e a I' n file in Final 'Tk Lx. �ahis office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction o Buildings in the Town of North Andover. PLUMBING INSPECTOR ` "VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXP 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU N - Rough s Y .................. ............ Service ...... BUILD G INSPECTOR Final 44 hMw Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Finaloug No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner PPLANNING FINAL CONSERVATION FINAL Street No. Smoke Det. 1 )1�6fG. ER WATER FINAL DRIVEWAY ENTRY PERMIT 4 � n ` rPhone & Fax. (508)688-6272 .. CONST+RTO, 14 Bearse Ave., Methuen, Massachusetts 01844 "FINISH CARPENTRY AT ITS FINEST. " a ° PROPOSALt No. 396 Date: 10/29/94 Sheet 1 of 1 File: HIGGINB1 SUBMITTED TO WORK TO BE PERFORMED AT SUBJECT Mrs.Leigh Higginbottom "(OWNER)" 56 Meadowview Rd. 56 Meadowview Rd. dd flat roof and detail at frony entry No.Andover, MA 01845 No.Andover, MA 01845 686-4433 WE HEREBY PROPOSE TO FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE FOLLOWING: •Will construct a flat roof,approx. 10'x 12'in size over existing front entry and brick stairs. •Details as follows: Roof will be framed with 2x10's with 3/4"T&G plywood glued and nailed as required. Will install a rubber membrane roof with a white aluminum gravel stop around perimeter.Will tie rubber roof into existing roofing. An Allowance of$450.00 is provided for rubber roof installation. Will provide a parallam beam across the front to carry the roof span. Will provide 2'x 2'concrete footings,48"below existing grade,with 12"concrete filled sono tubes brought to grade as a base for the columns. Will provide two 8"square white aluminum fluted columns,with caps and base on both sides for support of roof structure to the footings. Will wrap all exterior framing in#2 pine ready for paint. Will install stapping to under side of roof and install a white vinyl soffit material,double 5"exposure,Mastic Trademark series. Will install a"X"type detail(similar to the LA Chandelle's)on three sides using 2x2 cedar stock r •Existing wrought iron rails must remain in place to hold up existing overhang as well as required by code •Prices for materials only,are subject to change pending on the current market value at the start of project. •Will remove all construction related debris from site. •All plantings in the way of digging the footings,must be removed prior to the start of work. •Price does not include any repairs to stairs,removal of any plantings,any painting,electrical work that might be required or permit fees. ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED,AND THE ABOVE WORK TO BE PERFORMED IN ACCORDANCE WITH SPECS SUBMITTED FOR THE ABOVE WORK& COMPLETED FOR THE SUM OF: Five thousand eight hundred sixteen dollars($5,816.00.) WITH PAYMENT AS FOLLOWS: A 5416.00 discount will be applied to ending balance if the prearranged payment terns are met. $400.00 upon signing and return of proposaL $2,500.00 to start. S1,000.00 when rubber roof is completed PAY_N DULE Sly 100 upon day of completion. The remaining 5400.00 balance will he paid in full by 12131194 as agreed without any finance charges. If halance is not paid by this date,a finance charge of 18%..(l 112%per month compounded)iiiUbeasvessedtooutstandlntbdlancefromjobcontpktion date ANY ALTERATION OR DEVIATION FROM ABOVE SPECS INVOLVING EXTRA COSTS,WILL BE EXECUTED ONLY UPON WRITTEN ORDERS,AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. OWNER TO CARRY FIRE,TORNADO AND OTHER NECESSARY INSURANCE UPON ABOVE WORK WORKMEN'S COMPENSATION AND GENERAL CONTRACTORS LIABILITY INSURANCE TO BE TAKEN OUT BY: MICHAEL J. ANTOON dba MIKE ANTOON CONSTRUCTION NOTE: THIS 111101'0S;11.MAY BE RITHDRAWN BY THIS CON STRI CTION COMPANY IF NOT AC ' TED IN 7 DAYS. ACCEPTANCE OF PROPOSAL THE ABOVE PRICES,SPECS AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE. ACCEPTED: SIGNAT G� 10/28/94 f DATE: SIGNATURE: - .. `. %_ l)• :N 1 �r t,Cry Jar- —74 1. �. �� 3•� l .�l *HOME'IMPROVEMENT CONTRA CTOR _ is r_ Reg tration ..102658 - 1' TYPO -. 084wr Expiration, 07/42/96 -Mike Ant, - tion Construe c s ' Michael J. ntoon�A RNs Ave Methuen MA 01844 r. ' - - :-Ir �'S7J. 571 'L"'''I.,.'✓' F . R r _. _ _ _ '- cam•"`'/ DEPARTMENT OF PUBLIC SAFETY Iut�t���tN1s8t OMMONWEALTH ONE ASH13ORTON PLACE ss IscatlsOto�I B C ` C 11 OF BOSTON,MA 02108 1118116"80- CAUTION ASSACHUSETTS ML Y C E N S E I ;UPERVISOR ® i 9 C n NST R• FOR PROTECTION AGAINST THEFT, PUT RIGHT THUMB w' EXPIRATION DATE �:. EFFECTIVE DATE LIC-NO. ,yn ill /25/i995 PRINT IN APPROPRIATE r.._ 0 2 6 6 4 5 BOX ON LICENSE. RESTRICTIONS D 6/3 O>>'�`�3 , L N A N E A N T O O N E BLASTING OPERATORS MICHAEL J 4 B EA R S E A l y MUST INCLUDE PHOTO. Baa �riETHUEH MA L1 844 6 Ss o2 —3s-4o$ a3 t 4'' r PHOTO(BLASTING OPR ONLY) FEJ:0 A NOT VALID UNTIL SIGNED By LICENSEE AND OFFICIALLY �� i� , ' '--J,•,^�y . '�� •1.J 61 OR-SIGNATURE OF THE COMMISSIONER `�' I• ..Ig,,, STAMPED. HEIGHT: _ SIGNATQWPNE IA'•l r�^ 3f" f :DOB: SIGN NAME IN FU ;'r •11 25 9 5 7 L'�" JC F NSEE •� {•} 'L.2),J THIS DOCUMENT MUSTNBE OF I CARRIEDON THE PERSO COMMISSIONER 'IN-WHEN E THE HOLDER ,. • cGAGEDINTHISOCCUPATION. .. OTHE 3fJi NIB-PRINT f 3„e> y� �a 4sR .. "S'` +x a� A�^+ '4a�.iS`E�Vis'--'vt �t}i},aw �` '�.� ;� r 5:!' 4 � '•7r�<' 'y 5�,�-,� "f Y•..� tt- }dk.i' '»._�., -x�s�4P 4' !' a�' ALO-N° k��� d�� !*T� '* ♦ �,.,��y�S `," w, Tv V. L T o I LOT Iz , ol 9 i D ro i 1981 I MORTGAGE INSPECTION PL. BUYER t I G�I���TOM _ _ LOCATED IN r d ( / ►hoc.-ft-1 AODOVT TO THE FIrrS� ��fi�.--. Vit�aS I5 QIJILANO ITS TITLE INSURERS MASSACHUSETTS I HEREBY CERTIFY THAT I HAVE EXAMINED THE PREMISES AND ALL EASEMENTS, ENCROACHMENTS AND BUILDINGS ARE LOCATED ON THE GROUND .AS SHOWN. I FURTHER CERTIFY THAT THE BUILDING SHOWN 00( J CONFORM TO THE I ZONING I ewe AND.Aurwnurare s. r ranNT. am a or.e ii-1:-1991 T .J S i = i n Q 7r M ,v c Page 1 of 2 va;y : ,0 .4,30 sn:114Ga3250 Hksi siz:E1111 TRJS JOIST MACMILLAN 1G4A CENTF£ B6'ULE ARD HARLTGN, NJ 08053 M. Phone: 609-596-5555 ------------------------------------------------------------..........-------------------------......................... Nagel M Haki FrOe+t Bali; kI INBGTTGR, RGRTHHDD't'ER, M.A iage Title: NIKE ANTGSN Bas:d an allowable Stres3 Design (15C) REF, building cCde for M p_c•ducts available through Distribution ?►Op a c;ti�G,,...•r .yRuvL - Snp---------------LrLldCtivn Criter!d---;riRr----..........--.NembeL Dse......................... B&aN Classillcation........ Snow IT, �� "aDef rl T, . f1 demb.0 r To ��o e P 0.000 p � }.. Load Duratloa ?actor....... 1.15 Span 1 L/350 1/1230 Roof Slope(inlft)......... 0.000 L14e Load(psf)............. 45.0r Floor Decking............... Nib Diad Load(psf)............. 16.0 Repetitive Member Use....... PA Partition Loadipa;:)......... 0.0 Reinforced Gverhangs........ NIA Tributary Nidth( 1- O.uc LOAD. Class LDF Begin Rad Live Load Dead Lcad Comment 1 Unif(plf; Sao» 1.15 0'- O.W 10'- 0.00" 270 90 Aepl 3. 5" x 7" Parallamthl ES PSL 2. 0E . .............................I.......... $ ----------------------------..-.-------.- 1XMThNTi The aai176is presented bil{,w is output Irom software developed by Trus Joist RacNil1ar,(1Jx). h,Iovable product -aivas shown are in aocardanee with current TJM materials and code accepted design values. Tim 8ngiaeeriog bas verilied the analysis. The input load and dimaasioos have been prodded by others and mus: be verified and approved for tba specific application by the design professional for the pr4,ect. Design assumes adequate Continn';u5 latml support of the compression edge. Narimue Design AI1vwabis Control Sbeariib) i838 1524 < 5447, 335$ LT. and Span i under Snow Roof loading goatac(ft-lb; 4996 4996 < 2434 1W UID Span 1 under Snov Roof loading Live cefl.(in 0.319 < O.SVV L11% KID Span 1 under Snow Roof loading Tntal Jefi.;,W, 0.435 < 0.500 Li275 ^MID Span l under Snca Roof loading Span 1 ^ Rai. Reaction Total,lb 1836 184E Live(ib; 1350 i35?' R2qu:red Erg. LeagLhjiD) 1,50(x) Na:. nabractd Liogth(inj 500 Snow Roof loading on all members, LDF - i.15 �6tat•iibf 1a3a -lags AeaatioG(lb) i4C$ ri�mzntl ft-ib; X595 Lice Defl.(ia) 0..'•19 dotal Dafl.,im) v.4,i. Copyright 101 1994 by Trus Joist NacNillan, a lisited partnership, Boise, Idaho. FarallailE, is a registered trademark of Trus Joist Kanillan. TJ-51Z1ngTN is a trademark of Trus Joist Rachillan. t+ IE _€.j._.. I _ __ ............ E_._.... t� ._. .. _.�F'i .P. _.._.. _.. __... �... r __€9_ ..T..._L _. �r—Via_ �.�_.. ..... f�.._�.... ` t7 �' K3 p _.... ....t. _. .. E —.(�?... __. t It t � _ e _._..._..�.. _ E�. . ._....�.._ ra j:� . . ._.. . I _..r._ t._..._._.....:,_ _....._.fit_ . _ l>_..__. _.1 r. ._.. t._ ..�.. r i r ' } IL 11 ILJ 2x2 CEDAR DETAIL k �TINGrSTRUCTURE ' 8' ALMN. SQUARE FLUTTED COLUMN r EXIST. GRADE GOVT 1// W 10, 01, a 12 CONC. FILLED } . . SONO TUBE AND i i FOOTING r r . EXISTING ROOF LINES x RUBBER ROOF F _ P y" r ON 3/4" T & G PLYWOOD, GLUED METAL FLASHING AND SCREWED b 2x2 CEDAR DETAIL k�r i T.. r T �I M" EXISTING STRUCTURE EXIST. HOUSE r R�r 04 r EXIST. STAIRS 8" ALMN. SO 4 FLUTTED COI :i X , 7 ' EXIST. + --------------- A...-_....... ---... -- 12' 0" � I 12" CONC. FILLED LEFT S/DEylk- 1/ ' SONO TUBE AND FOOTING SCALE •c ix 'dr �YP , 060 RUBBER MEMBRANE FULLY ADHEREDE ALUMN. GRAVEL STOP LL- 3/4'' T & G PLYWOOD � o _ SCREWED IN PLACELi CL t ._' ... 2 x 8'S 12" 0.C. _...._ cn CN 2-2 x 8'S JOIST HANGERS TYPICAL 3 1 /2" x 7'' PARALLM BEAM r 2" p r,. 10' 0 f LAN V12EIII hx C - . SALE 1/2" _ p„ PERMIT NO. APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE 1 1 MAP NO. LOT NO. 12 RECORD OF OWNERSHIP IDATE BOOK PAGE ZONE I SUB DIV. LOT NO. LOCATION061 UJ w dAd PURPOSE OF BUILDING h/ �G ppp��� OWNER'S NAME �,�j a �� NO. OF STORIES SIZE 7�x OWNER'S ADDRESS �/� f'V BASEMENT OR SLAB 'T6 ARCHITECT'S NAME ll"`'// SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME 1 AN 4-3 SPAN DISTANCE TO NEAREST BUILDING � n� DIMENSIONS OF SILLS - DISTANCE FROM STREET /iRll.. -'max ? "" POSTS DISTANCE FROM LOT LINES-SIDES L/V REAR GIRDERS AREA OF LOTf//���d. FRONTAGEja� HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATER;AL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 /c(s rvEP-rrsPERMIT NO. /� ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED!BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED D /! [ 2 7 s BOARD OF HEALTH SIGNATU F WNE ORIZED AGENT 7 F E E /PERMIT G& PLANNING BOARD PERMIT GR TE 19 BOARD OF SELECTMEN E B LDINGSP OfIR BUILDING RECORD 1 OCCUPANCY 12 '^ SINGLE FAMILY STORIES THIS SECTION MUSTSHOW EXACT DIMENSIONSOF LOT AND DISTANCE FROM y MULTI. FAMILY _ OFFICES _ LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTSI RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION _ 8 INTERIOR FINISH _ CONCRETE _ _ d 1 2 I3 CONCRETE BL'K. PINE BRICK OR STONE HARDW'D PIERS PLASTER DRY V✓ALL. �TUNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'T' AREA _ '/, y, 3/, FIN. ATTIC AREA _ NO B'M'T FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS II 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH _ ASPHALT SIDING HARDW'D ASBESTOS SIDING _ —COMMON _ VERT. SIDING ASPH.TILE �— STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STIRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR II POOR _ ADEQUATE I NONE 5 ROOF 10 PLUMBING GAB; HIP BATH (3 FIX.) — GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING II 11 HEATING I WOOD JOIST PIPELESS FURNACE _ FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd NO HEATING J ' e w..r.«i-..•�'�-� ti�a. ,�a:_..!`.''�'�`"'r,�.�w_.„ ,S„�e:.i;t`.urL,.o-,tiyvr�.�„�:, `..-�e--c'^�:�71777_-777+-_ -77- Date.... -i.-Date... �..r�............� :, 680 ,LORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSAcmus� W f1 �g Thiscertifies that ....... ............... ........ .. .. . .1 :- has permission to perform . ., �v .... . .�f t wiring in the building of.. f :[-..., .. .. .{ .��.-..!Z r : `' �--- 3 ... ,North Andover,Mass. Fee.6.0......... Lic.No. .................................... a ........................ ELECTRICAL INSPECTOR C'4q �/ v tri/IVW112:25 60.00 PAID WHITE: Applicant CANARY: Building Dept. PINK:Treasurer Oftice Use Onty u >' Lfam TIIIImrait I of _4905#1mittS Permit No. _Y i3partmxrrt of 31ith11r _,%fEtg Occupancy& Fee CheckedGV _�y 3190 (leave blank) BOARD OF FIRE PREVENTION REGULATIONS 527 C, 12:fl0 ��O APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date f` 2 ,I}� or Town of NORTH ANDOVER To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) .- e w I< tic Owner or Tenant Owner's Address77 �— Is chis permit in conjunction with a building permit: Yes No _ (Check ApproDrtaie Box) Purccse of Building_ ���i S�t y` '/h Utility uihorization No. Existing Service / Amos /6�0J-2-'o Vcits Overhead =1 Unagrnd E' No. of Meters Amos ./ Volts Gverrtead _ Uncgmd t_ No. of Meters New Service Numeer of Feeders and Ampacity Lccaticri,arc Nature of.Precosec ale tricai :vera Tatai No. or _:gn-ing outlets No. of Hct .,;bs No. of Transformers KVA ' No. of Lighting I F;ztures (� i Swimming PP., Acdve— ;n-grna. _ Enc. _ ! Generators rCVA //, No. of Emergency Lighting No � f eceetac a Outlets /Y No of Oil =urners Sacery Units No. of Swncn outlets // No. -or Gas Burners I PIPEALARMS No. of Zones Total No. at _etectton and No. of Ranges I No. of Air Car.c. tans Initiating Cavtces Heat Total Total No.cf No. of Disposals ?-.;m=s Tons K'.v No. -at Sounding Oevices i No. of Salt Contained No. of Disnwasners - ScaceiArea Heating KW Dete=cniSounaing Devices L — Muntciaw Other No. of Dryers I Heat:na Dav:ces (tN Local Connecttan _ No. ct No. of Low voltage No. of Water Heaters KW i Signs Ballasts Wir:nc No. Hvcra Massage Tubs I No. of Motors Total HP OTHE INSURANCE CCVERAGE: Pursuant to the reautrements of Massacnusets general Laws c — NO = I have a current Liaoiiity Insurance Policy including Ccmc:etee Ocerattens Coverage or its suestanttal ecuivatent. YES _ have suemittea valid -root at same to the Office. YES _ NO _ It you .^.av cnecxed YES. -tease indicate the type of coverage Cy checxtng the aeprnate Dox. INSURANCE Z ,CND = OTHER = (P!ease Scec:'y) _—T G (Exetranon oatei Estimated Value of E!ec. WorK 5 / ©_4 Wcrx :o Start / Inscecnon Date Racuestac: Rcugn• / Final Signed unser th alties of pe -ury: �. z LIC. NO. FiP of NAME �+tzl"A5 Si ure LIC. NO.cT�-- License i /� �S / .^! Sus. Tet. No. 3 �� Cy�f!/,o ✓� Alt. Tei. o. ACCress . /L OWNER'S INSURANCE WAIVER: I am aware :hat the L:censee noes not Nave the insurance coverage or is suostanaat eaurvalent as re- dutrea Dv Massachusetts General Laws. and ,nat my signature on :h:s derma aepucattan waives this reautrement. Owner Agent (P!ease cnecx ones :etednone No. PERMIT FEE S (Signature at Owner or Agent) ! TOWN OF NORTH ANDOVER low, p PERMIT FOR WIRING 3 US t . �This certifies that . .................. ............... has permission to wiring in the building of ......................... at North Andover,Mass. Fee.&O... Lic.Nor:��...... ........�/U— ELEMICAL INSPECTOR Check # 5545 'Liu ermit No. ..Ua�arfnsatll a`�ia �arvica BOARD OF FIRE PREVEN VION RE LATIONS Occupancy and Fee Che.-ked # Rev. 11/99] (leave blank) I APPLICATION FOR P� MI TO PERFORM ELECTRICAL WORK All work to be per formed in acct r ance w h ie Massachusetts 11�� Lketncat Code(hfGC),527 Ct,tR 13.00 (PL E•ASE PIUMFIN INK OR TYPE ALL/�Y�;!'ORt4 t ION) Date: City or Town oh {���� , (a�� �) f To the Itlspector of f fres: By this application the undersigned gives notice of his or her intention to perform the electrical work described beioty. Location(Street& Number) U Owner or Tenant �'� - C• Telephone No. Owner's Address c .; y 0;C, 3 Is this permit in conjurtetion with a building permit? YesNo ❑ (Cheek appropriate Box)Purpose of BuildingUtility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No.of mcters. New Service Anips / Volts Oycrlicad❑ Uadgrd ❑ No.of Meters Member of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Cont lotion u(the jallv+vin+t table min be,ti•aieed b file Lts•cctor orlVires. No.of Recessed Fixtures No.of cell:Susp.(Paddle)Fans N°�°f Total Transformers KVA No.ttf Lighting Outlets No.of But Tubs Generators KVA No.of Lighting Fixtures Swinlnting Poul A ore ❑ III- ❑ o.o ulergen1' Ig Ming rnd. rnd. Batts Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARIMS No.of Zones No,of Snitches No.of Gas Burners I o.of Detection and Initiating Devices ' No.of Ranges No.of Air Conti. ons1 TNo.of Alerting Devices \o.of waste Disposers eatPutnp I.. um er 'ons KNV i o.of e - ontained Totals: —` Detection/Alerting-Devices No.of Dis1iw*ashers S ace/Area Heating KW lviunicipal p g cal ❑ Connection ❑ Other No.of Dryers Heating Appliances ;_:::±tw urity Systems: No.of Devices or E uivalent No.o ater i o.of t o. Ileaters KW Data Wiriug: s Sins Ballasts No.of Devices or Equivalent ' No.Hydromassage Bathtubs No.orAlotors Total IIP 1'eleconlmDevi es o 1 firing: No.Sr Devices or E uivalent { OTHER: Attach additional detail if desired,or as required b}•die/uspector of lYires. INSURANCE COVERAGE: Unless waived by the owner,no,permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. 11c undersigned certifies that such co erage is in force,and has exhibited proof of same to tie permit issuing office. CRECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) Estimated Value of Elecirical Work: �Ctj, (When required by municipal policy.) (Expiration Dntc) Work to Start: •,) - -09- Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certifj•, tttte rains and penalties of perjttry,that the information oft this application is trite and complete. F1RA3 NAME: c. arcl c r; LIC.NO.: 4F— Licensee: �_�9 E Licensee: �A,\L (lfopplicable,enter ••cre1) 1p1'•in file license number fine.) Bus.Tel.No— (00 31 SMS (a 6&0 Address: 1-'1 �l 1�1a S� � � k:OOreL. e-\A tyY% Alt.Tel.No.:_ ' OWNER'S INSURANCE WAIVE . I am a hat the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check onc)❑owner ❑owner's agent.- Owner/Agent Signature 'Telephone No. Pi siyiT r-E. : s 3 D. CERTIFICATE OF LIABILITY INSURANCE amt PRocumR (503)898-65 FAX j603)870-944{ Il/18/2004 tronin & Gervino insurance 7His CBt7f1�CATE 198tiED AS A MATTER OF tNiFORal1ATlON 288 North Broader ONLY AND CON NO RIGH UPON THE CERt 1FlCATE y HOLDER. OLD R.THIS CERTt�CATE D�OFS NOT .EXTEND OR Salem, NH 03079 t�At Carol Hawkins tINSURERS ° � Fa ar eau ectr�c AFFORDING COVERAGE NAC$ Nark Falardeau Dba A Peerless Lasurence 17 Blue Jay Way a Litchfield. )NH 03032 mx I15UR8t E TIfE REOU Eg Of lh�URAtvO�CON 8®GNY HAVE BE2N tS3UED TO THE a�SU!!ED NAMEC ABOVE FOR THE POtJCY PERiOp INDICATED.NOIWRMSrANDGVG t+�ICI TUlt+GGRlk SUR'11�C"e AFFORDED BYTHE POLANYCI QESC�HE.RSN q OR 01�0 T TOM,EXCLUSIOFICATE NS AND YCONDRiON$OF SUCH POLICIES.AQGR=GATE LtA1TS SHOM'N MAY HAVE BEEN REDUCED BY PAID CLAIMS. CH TYPlOfIMaVRpIOCe aeNem L MU Y �CP926093 11LUM X 00 GmSA,.Lwea.ITr 1 8J200 ear. s 1 000.000 cta►as to LX'1 cccLR s UAW � ' a 1000 0 aATELIATAPALIe�%fb @iBJ6tAI.ApGRESpTE , S POLCY f Loc PNDU a- AW S 2000 aur clLEU488M BA9271194 lI/18/2004 II/I8AW A^ /2005 l Iu>� : I ;ALLovwmmrfx 1 sO0 O A �—X wmwuLEOxm lrt►r qC�} a HMAUTOS ao OMMAUM i vi=ywomy a x ded $500 + x toll ded 00 aARAaE WBWrr ANY ALID AMOHLy-EAAOCIM M s Oman "";;u►UAEIUTY _ __T Aho s CU9731452 11/18/2004 11 /ZU05 &&K0 Lw 6 1000 CC!m CLAMMAMOE� A3�ATE A S 14000.m oEOUCTIRE , 8 X Rmv mr! s 10200 $ _ � no>r AIS I a !�NyP EXC{tJl7fid1 ; i LL6wxA=ENT SSimmsb*W LL -FA a OTNlR ILL f E•POUCY-UW S DlLCNFTmR OF oPERanolm:LocArlaNsrveF.ICLes:�LusmNs aonEo aY�rlsFEcul. _` PROYIa°NC MW RMVN OAn?NMW,nm IMMM VML&MRAvaR TO MAL, 10 aAYOMMMUg, TOnmO ►Tt=LM*A6 7*-Kuwr, WTFAUMTOVALV=RUM 8UAL6RA►=NDOBUi y MORtN1 Lffy Client Copy OFANVKW0 n1EleilRllt rts OR AiIR�RE�J1rA1lVE AOORD a(=IN) cow�osAna�»aas 1 M.H.Falardeau Electric 17 Blue Jay Way Litchfield,NH 03052 Phone(603)595-6680 Ma Lie 37294E Fax(603)8824115 Ma Lie 912MR NH 11131M January 19,2005 City Of North Andover Electrical Inspectors Office 27 Charles Street No. Andover, MA 01845 Dear Sir: An electrical permit is needed for the following address (Higgintotton, Liegh, 56 Meadowview Road,No. Andover,MA). A copy of my insurance binder is enclosed to update your files along with a check for$30.00 made payable to the City of North Andover for this permit. My Electrical License Number for the Commonwealth of Massachusetts is#37294E and#912MR. Kindly mail the permit to Mark H. Falardeau, 17 Blue Jay Way, Litchfield, NH 03052. Thanking you in advance for your timely handling of this matter. Sincerely, Mark H. Falardeau cc: Champion Room