Loading...
HomeMy WebLinkAboutBuilding Permit #77 - 33 WENTWORTH AVENUE 8/4/200611C NORTH O D TOWN OF NORTH ANDON, APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received:' ? - Date Issued: — —© IMPORTANT: Applicant must complete all items on this page LOCATION �3 34— PROPERTY ON1 NER �M f I Print \1 \P NO.: P.IRCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES TYPE OF I'\IPROVEMENf I PROPOSED USE � Residential Non- Residential = New Building =ne famil iAddition - %�o or more family :.: Industrial Alteration I No. of units: Repair, replacement Assessory Bldg i Commercial Demolition MoN in (relocation) Others: i Foundation only DESCRIPTION OF WORK TO BE PREFORIMED rr -�, s OV4iiiER: Name: Ii A, _`�_� ✓Y M t.,OL / \ddress: CONTRACTOR game: \ddress: 1 �"� + -v��: G 1 ff kz" w el G iii C-0, w -- ^a737 Phone: 6A e'; c SS, p t i -e43 Supervisors Construction License:, b 10 33>Q Exp. Date: 0%" (!�- 07 iclllle ,ill '(rVcincrit I,ilcllse l � 3► �/�/ _ __ r.Xl'. �.};]te: �� ^ f �.^_ / -_-- (ZCi 11 J ! 1 - 1--""GI\I R -------- - -' ne: i'hr.ne'------ --- ---- ---- •n EE SC 1EDUE: •S[: LDP -G PF_R." IT- SI0.00 PFR .SINW1.0 OF THE TOTIL ,ESTIMATED COST fl, ISLi) O.' - I ''C'NI PF RS. F. l' ?total i'rol,-,ct Cost >----�_�Q --—x12.0UsFFE.:,S �®7° O \,o.: 7.Q - ----- --- -Receipt No,: 7th _ _ • 1 - 44 0 TYPE OF SE\\ ER.\GE DISPOS \L Private (septic tank. etc. i Tannin. Mass we Body .\rt S`�i ; outs Tobacco Sales i Food Packa•4ML, Saks Pcr:llan,�nt Dung to cn Site I E=lech'ic \Mer location to � project I .NO rE: Persons cunlructrng with unre.{kfered c-onlruclurs rl) not have acrrss to 1/1e;rturaw - Iiind ✓SVinaturc of :\gent (h\n�r— Si�unature of contractor CII Plan • ' mate _ Plans Wai\ ed _ ertitie an _ Stamped Plans THE FOLLONN ING SECTIONS FOR OFFICE LSE ONLY INTERDEPARTMENTAL SIGN OFF - L FORM PLANNING ING & DEVELOPMENT C'0%I '%IENTS DA FE REJECTED _Water Shed Special Permit ' Site Plan Special Permit Other DATE APPROVED - E REJECTED D,�TE .�PPRO�'ED �C'ONSERV'AT10 - 1 11� COMMENTS DA FE REJECTED b !tE.1LTE( COMMEN TS z.oni"ns Board of \ppeals: \ ariance. Ntition DATE APPROVED „ nm, tirar•I ' )c. ;I;n: •Ir.nr:nt: _I'M t :1I;11F CI';I;!' 1•.77 l' '_,.I"f.a',_fI_I. BUIlding Setback (ft.) Front Yard Side Yard Rear Ward RQ(-luired Pro' id�d Ric uir<d PrnN ides Req uir,_d ProN id A Al p _04 - le- iv Dimension Numbcr of'Stories: _ Total square feet of floor area, based on Exterior dimensions. Total land arca, ,q. ft.: Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Debris Removal Form Workers Comp Affidavit j Photo Copy Of H.I.C. And, Or C.S.L. Licenses Copy of Contract .:3 Floor Plan Or Proposed Interior Work Addition Or Decks Building Permit Application a Form U i Surveyed Plot Plan Li Debris Removal Form o Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses J Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) Building Permit Application j Form U Certified Proposed Plot Plan :j Photo of H.I.C. And C.S.L. Licenses a 'LVorkers Comp Affidavit TtiNo Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan .end Fl�drau Calculations (If applicable) r Copy of Contract lass chccl< F.n.er,-Y,, Compl anc:,. Repert j `i 'It z:I:-es 11:1 %,11.611 CC !1': pcetaI Derr' f N'Is r,:•'.Itltra'd the e,)N)n ..":f1,-k� -t01ee ,;;Iw1 ".'1r11!) 1"+ It "r `!1 ""m 11Rr ?oItreI .,I ;pe.,;s that the sippeal period is oYar. 'The •Ipplicunt lmnst'he11 50 `hi;; -It E11e 'ReutstrY ;d QIte .9 s1�aInWed '4'1b 11)a lopiiti:lOen � .., ".."V L, ;0\.ki..•I'AN IC Et' OFT.",R'T"A!.:. . J*! :1.,. ;115 Location:53 No. 72 _ Date p d NORTH TOWN OF NORTH ANDOVER i • OL A Certificate of Occupancy $ "o� ,•• a _ ''�s •"'•° • Et'�' Building/Frame Permit Fee $ s�CHus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # �L I3lG �` Building Inspector Location 33 W 'e'j 4 w ov` - � No. a a -/ Date toll I Or NORTh TOWN OF NORTH ANDOVER F? •. '• O� i Certificate of Occupancy $ _ Building/Frame /Frame Permit Fee $ 3a1S O s�cNust 9 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ c�SZ> ,t �y Check # 3 1 17700 V)q(C-- Building Inspector APPLICATION TO CONSTRUCT RE BUILDING PERMUT NUMBER: TOWN OF NORTH ANDOVER BUILDING DEPARTMENT 1R, RENOVATE, OR DEMOLISH A ONE OR TWO VAArrr v r SIGNATURE: Building Commissiol SECTION 1- SITE INFORMATION 1.1 . Property Address: District Proposed Use JILDING SETBACKS (ft) Front Yard Required I Provide C� DATE ISSUED: _AV 4�r Inspector of Buildings Date 1.2 Assessors Map and Parcel dumber: Map Number — Parcel Number .4 Property 1 LA Area (sf) Yard Provided 1.7 Water SupplyM.GLC.40. R 54) 1.5. Flood Zone Information: Public ❑ Private ❑ 1 zoac Outside Flood Zone ❑ SECTION 2 - PROPERTY OWNERSiiIP/AUTHORIZED AGENT 2.1 Owner of Record Owner of Record: Rear Yard Provided 1.8 Sewerage Disposal System: ipal ❑ On Site Disposal System ❑ t`^33 vJc �� -��a ,v Address for Service : 3 Name Print Address for Service: 1 T _SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: /l 1A DhV/ & if SS/rjp` Licensed Constructto Supervisor: Not Applicable C -�19 7� _ License Number Expirat on Dat. 3.22 Registered Home Improvement Contractor Not Applicable p I 1l ('ri t��^Gii1 � / (CSS/it C' G sem! CTi-u CTiDaI `U T Company Name 4/ x e U X I O l U )q;Registration G Registration Number Address Xvol ,k 78-�� 2'kYyi Expiratio SECTION 4 - WORKERS COMPENSATION (M.G.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 building permit. Signed affidavit Attached Yes .......0 No ....... 0 SECTION 5 Description of Proposed Work checka cable New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ 1 Addition Cl Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: 0 V V�-� L-/" '-�- '6 A'q Y- la % P" u/z A" ae4J I SECTION 6 - ESTIMATED CONSTRUCTION COSTS I Item Estimated Cost (Dollar) to be Completed by permit applicant OFFICIAL USE ONLY 1. Building .ob (a) Building Permit Fee Multiplier D' 2 Electrical 1 tit 0 00 . (b) Estimated Total Cost of Construction 3 Plumbing O Building Permit fee (a) x (b) 4 Mechanical (HVAC) 5 Fire Protection 3000.00 6 Total (1+2+3+4+5) 1- Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT MuVn.0 L (A as ON,ner,'Authorized Agent of subject property 'Hereby authorize�l�ie�c�CC�Q Z C'`�SS �Y`�A CC3hs� C O - to act on My behalf.. in all matteis relax e to work authorized by this building permit application. Signature of Own Date - -.0 SECTION 7b ER/AUTHORIZED XGE&F DECLARATION 1, 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 Sip -nature of Owner/. Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TDvMERS iST 2 NO 3 RD SPAN DIN ENSIONS OF SILLS DINIENSIONS OF POSTS DIN ENSIONS 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 P FORM U - LOT RELEASE FORM � � raG� � `t& A-� INSTRUCTIONS: This form is used to verify that all necessaryapprovals � 4�� Boards and Departments having jurisdiction have been obtained. This does no ire ie e the applicant and/or landowner from compliance with any applicable or requirements. '*****************APPLICANT FILLS OUT THIS SECTION************��*****� �J it APPLICANT o:r- \ e Y�c�sS� a ��.,5 CO 'J� PHONE 91 L LOCATION: Assessors Map Number C� q��' �-`° ` © 3 PARCEL— �-- SUBDIVISION LOT (S) Z STREET J S . ���� C�c� �� (,U jc ST. NUMBER 3a OFFICIAL USE ONLY REC MENDATIONS OF T,0WX_AGENTS: - � CO SERVATION ADM COMMENTS TOWN PLANNER COMMENTS DATE APPROVED / DATE REJECTED DATE APPROVED DATE REJECTED FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS ` / DRIVEWAY PERMIT X FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm C IMIMVtWZIFZ3W3D PXdaW PXAJLW Of Property Located At 33 Wentworth Avenue, North Andover, MA 01845 Prepared For James & Judy Murphy . Date: October 22, 2003 Scale 1"=40' H&B Survey Service 219 Salem Street Andover, MA 01810 978-475-8232 ,3 PON '.0d.7' � ' N -' a �- si'�►/��✓ NEW AI7PWN � G✓ d f91•� t 1 � • w9FIV-rWo RT H AVE. I hereby cer* that. the shown on this �� 1H of �, pbn are looted as shown and that they conformed o DANTE ��, to the when constructed. By ws of the town of North Andover E $ BARTOLOMEO f40.1 309.. 'QFC/STE4E� �S��XAL LA11� � Ref: N., R.R.D. — Deed Book 6056 page 122 & Plan #0358 91te -Co Board of Building Regulat ons and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Reqistration: 126422 Type: Private Corporation Expiration: 6/1/2006 DIIORGIO & MESSINA CONST CO'.INC-' =.-_.. Ralph DiGiorgio P.O. BOX 1010 MIDDLETON, MA 01949 Update Address and return card. Mark reason for chang DPS-CAt 0 5OM•04/04-G101216 Address ❑ Renewal E] Employment [] Lost Card ✓!ze "C�omvrno�uue� a�✓�iaaauciivae(,i~ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 126422 Expiration: 611t2006 Type: Private Corporation DIIORGIO & MESSINA CONST CO INC Ralph DiGiorgio 26 BIXBY AVENUE�� MIDDLETON, MA 01949 Administrator License or registration valid for individul use only before the expiration date. If found return to: Board of Building Regulations and Standards One Ashburton Place Rm 1301 Boston, Ma. 02108 Not valid without signature - a a �asaciir J1zei,anem:aruuea REGULATIONS BOARD OF BUILDIN f .^ CONSTRUCTION SUPERVISOR License: Number: CS 003876 t ;? Birthdate: 1111411963 Expires: 1111412005 Tr. no: 10174 Restricted: 00 ANTHONY V MESSINA �/ �: f � 17 SILVERI 000191 (•:Administrator BOXFORD, 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) . ignature of Permit Applicant 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 OfMassachusetts -, Department of Industrial Accidents 600 Washington Street Boston, Mass. 02II 1 Workers' Compensation Insurance Affidavit: Buildine/Plumhinoir..l name -N) \C\ 1rC, \ N C C. address: 2 C, ^-- city state: Nl s S ziR: CAS ` S phone # `1/9 Y H I am a homeowner perImming all work myself. hojc,,, . yrc: ❑ New Construction ❑Remodel . ❑ I am a sole proprietor awd have no one workin in an ca achy ❑ Buildin Addition a*>s as employer providing workers' compensation for my emr?�vees working on this job. company name: �kc\(Ny c, i n ANtcSS •'� A „ r,l,�< C' ( 1 Nti address: �' FI x by Alt t • V city: \ c����� � C `r� \ ss V insurance co. - T- t 7v licv # ' — V3 \1i•3 --z, ❑ I am a sole proprietor, general contractor, or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city hone #. insurance co. T>Olicv N WC V3 companv name: address: city:phone #-- insurance co. Failure to secure coverage as required under Section 25A of bIGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby eerfify) under the pains and penalties of perjury that the information provided above is true and correct A Print name M official use only do, not write in this area to be completed by city or town official # g7,? -73-7- `IVIY city or town permit/license # ❑Building Department El check Board check if immediate response!, required ❑Selectmen's Office contact person: hone #• ❑Health Department (Rvived Sept Zan) p ❑Other BC CALL® 2003 DESIGN REPORT - US Monday, September 13, 2004 08:32 Quadruple 1 3/4" x 18" VERSA -LAM® 3100 SP File Name: BC CALC Project: F604 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: ( •/ Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 4140 lbs LL 1805 lbs DL General Data 35671 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 11-06-00 Live Load: 30 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCI@, BC RIM BOARDT-, BC OSB RIM BOARDT-, BOISE GLULAMT-' VERSA -LAM@, VERSA -RIM), VERSA -RIM PLUS@, VERSA-STRANDT"' VERSA -STUD), ALLJOISTO and AJ ST" are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 30 psf 110 psf Tributary 11-06-00 Total Horizontal Length - 24-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 24-00-00 Live Dead Controls Summary Control Type Value Moment 35671 ft -lbs Neg. Moment 0 ft -lbs End Shear 5202 lbs Total Load Defl. U530 (0.544") Live Load Def I. L/761 (0.379") Max Def 1. 0.544" % Allowable Duration 38.2% 100% n/a 100% 21.4% 100% 45.3% 47.3% 54.4% 131 4140 lbs LL 1805 lbs DL Value Trib. Dur. 30 psf 11-06-00 100% 10 psf 11-06-00 90% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top -loaded only, or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt a=2" b = 2-1/2" c=7" d = 24" BC CALL® 2003 DESIGN REPORT - US Monday, September 13, 2004 08:32 Triple 13/4" x 18" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB03 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: Standard Load -.0 psf 139 psf Tributary 06-00-00 Ak BO 2640 lbs LL 3152 lbs DL General Data 31858 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 06-00-00 Live Load: 0 psf Dead Load: 30 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDT-, BC OSB RIM BOARDTM^, BOISE GLULAMTM VERSA -LAM@, VERSA -RIM@), VERSA -RIM PLUSO, VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 22-00-00 Load Summary ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 22-00-00 Unf. Area Controls Summary Control Type Value Moment 31858 ft -lbs Neg. Moment 0 ft -lbs End Shear 5002 lbs Total Load Defl. U485 (0.544") Live Load Defl. U1065 (0.248") Max Defl. 0.544" Left 00-00-00 22-00-00 Type Live Dead Live Dead % Allowable Duration 45.5% 100% n/a 100% 27.4% 100% 49.4% 08-00-00 100% 33.8% 08-00-00 90% 54.4% 131 2640 lbs LL 3152 lbs DL Value Trib. Dur. 0 psf 06-00-00 100% 30 psf 06-00-00 90% 30 psf 08-00-00 100% 10 psf 08-00-00 90% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 4-5/8" d=12" e=3" SE, BC CALL® 2003 DESIGN REPORT - US Monday, September 13, 2004 08:32 Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: F1301 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: Standard Load - 40 psf 10 psf Tributary13-00-00 07-00-00 06-00-00 BO B1 B2 1575 lbs LL 4245 lbs LL 1380 lbs LL 381 lbs DL 1138 lbs DL 293 lbs DL General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 13-00-00 Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCI@, BC RIM BOARD T-, BC OSB RIM BOARDT-, BOISE GLULAMT^^ VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA-STRANDT^^ VERSA -STUD@), ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 13-00-00 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 13-00-00 Live 40 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 3544 ft -lbs 25.4% 100% 2 2 - Left Neg. Moment -3544 ft -lbs 25.4% 100% 2 1 - Right End Shear 1434 lbs 22.3% 100% 4 1 - Left Cont. Shear 2292 lbs 35.7% 100% 2 1 - Right Total Load Defl. U1848 (0.045") 13.0% 4 1 Live Load Def I. U2201 (0.038") 16.4% 4 1 Total Neg. Defl. -0.012" 2.4% 4 2 Max Defl. 0.045" 4.5% 4 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 2-3/4" d=12" BC CALL® 2003 DESIGN REPORT - US Monday, September 13, 2004 08:32 Double 1 3/4" x 11 7/8" VERSA -LAM® 3100 SP File Name: BC CALC Project: RB01 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: 0 12 BO 1800 lbs LL 610 lbs DL General Data 7230 ft -lbs Version: US Imperial Member Type: Roof Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 06-00-00 Live Load: 50 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 115 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCIO, BC RIM BOARD T-, BC OSB RIM BOARDT-, BOISE GLULAMT^^ VERSA-LAMO, VERSA -RIM@, VERSA -RIM PLUS@, VERSA-STRANDT"' VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 50 psf 115 psf Tributary06-00-00 Total Horizontal Length - 12-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 12-00-00 Live Dead Controls Summary Control Type Value Moment 7230 ft -lbs Neg. Moment 0 ft -lbs End Shear 2013 lbs Total Load Defl. U751 (0.192") Live Load Defl. U1005 (0.143") Max Defl. 0.192" % Allowable Duration 29.6% 115% n/a 100% 21.8% 115% 24.0% 23.9% 19.2% B1 1800 lbs LL 610 lbs DL Value Trib. Dur. 50 psf 06-00-00 115% 15 psf 06-00-00 90% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 1-1/2". Member Slope = 0, consider drainage. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=4" d=12" BQ'I$ETM BC CALL® 2003 DESIGN REPORT - US Monday, September 13, 2004 08:32 Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB02 Job°Name: Description: Address: Specifier: A City, State, Zip: , Designer: �✓� Customer: Company: tt Code reports: ICBO 5512, NER 629 Misc: Standard Load - 40 psf 10 psf Tributary 13-00-00 AL 08-00-00 08-00-00 AL BO B1 B2 1820 lbs LL 5200 lbs LL 1820 lbs LL 418 lbs DL 1394 lbs DL 418 lbs DL General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 13-00-00 Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCI@, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMT"' VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA-STRANDT" VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 16-00-00 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 16-00-00 Live 40 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 5275 ft -lbs 37.8% 100% 2 2 - Left Neg. Moment -5275 ft -lbs 37.8% 100% 2 1 - Right End Shear 1716 lbs 26.7% 100% 4 1 - Left Cont. Shear 2775 lbs 43.2% 100% 2 1 - Right Total Load Defl. U1233 (0.078") 19.5% 4 1 Live Load Defl. U1429 (0.067") 25.2% 5 2 Total Neg. Defl. -0.021" 4.3% 4 2 Max Defl. 0.078" 7.8% 4 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 2-3/4" d=12" 'r 'iSE- BC CALL® 2003 DESIGN REPORT - US Monday, September 13, 2004 08:32 Double 1 3/4" x 91/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: F1305 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 719 lbs LL 1152 lbs DL General Data 5847 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 11-06-00 Live Load: 10 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation. of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDT-, BC OSB RIM BOARDT-, BOISE GLULAMT"' VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND T - VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 12-06-00 Load Summary ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 12-06-00 Unf. Lin. Controls Summary Control Type Value Moment 5847 ft -lbs Neg. Moment 0 ft -lbs End Shear 1634 lbs Total Load Defl. U456 (0.329") Live Load Defl. U1188 (0.126") Max Defl. 0.329" Left 00-00-00 12-06-00 B1 719 lbs LL 1152 lbs DL Type Value Trib. Dur. Live 10 psf 11-06-00 100% Dead 10 psf 11-06-00 90% Live 0 plf n/a 100% Dead 60 plf n/a 90% % Allowable Duration 41.9% 100% n/a 100% 25.4% 100% 52.6% 30.3% 32.9% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 61 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 2-3/4" d=12" 0 0 �ffl CM CD O •� y O '= '� m m co 16 3� O � � m O a a cma Co CCL 'O cc COD C Z � V h c C — C C CO2 is LLI Y/ W W W c c 3 Q3�y C- CL -0 A A .0 O i V C2 3: IL Ea •+ q CD w a p°G w ow w E w w w rA z U) v 0 �ffl CM CD O •� y O '= '� m m co 16 3� O � � m O a a cma Co CCL 'O cc COD C Z � V h c C — C C CO2 is LLI Y/ W W W c c 3 Q3�y C- CL -0 A A .0 O i V C2 3: IL Ea •+ q CD '� �: � 0 CLq q W O m E m 0 q zoo, L ev 'fl 0 0 cm lbcLcj ,Vgmm =moo cm � oQ SE ca y Z ` C O d cm C w w � nt`°uj d, E Z o CD d O1 N� S •� W a , = C = � aZ 0 �ffl CM CD O •� y O '= '� m m co 16 3� O � � m O a a cma Co CCL 'O cc COD C Z � V h c C — C C CO2 is LLI Y/ W W W ol rA rA O%, o o w v cn ce o U z or - L w o g2 v a U c x W ►� a o rx a w 0 W a W � o u: v cn G w a O � o a' c w w � co � b Cl) o cn O z z 0 O U O u 0 Cb U s i.j 2 O cm i O O .� H CD O 'E m m L E= .c co O � i cc O d CL CMa CODCc ca CO) Z CD 0 CL �..� CO) O C — C— _O Q. H D Y/ LLI CA W W 12 ulW U) • o p c. o 0 O N C V V CL C A A O � CDN ECDa CF _ .. ,.. cD CD N r O p t • y s ts cm OC mo � Df C C � � is O C C N o N r �E� ra � p 0 cm e :jz=o caQ N Mm o� CJ O m • h z O ' coo n cm c w 3 N � $ p come z •N �� o W v v ND a T eya 'c��� � � � z 0 O U O u 0 Cb U s i.j 2 O cm i O O .� H CD O 'E m m L E= .c co O � i cc O d CL CMa CODCc ca CO) Z CD 0 CL �..� CO) O C — C— _O Q. H D Y/ LLI CA W W 12 ulW U) V _..., . _ .. ...... _ _....._.. .-' _.._..._.. _..�._.... va c. `Qic v Uo.00,'\ni rage. I UT Z ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID ETDATEtMMroDM'M ANY REQUIREMENT. 1=RM OR COtJDITION OF APJY CDIJTRAC7 OP, OTHER DOCUtAEtIT'NNH RESFECT TC Yv?11CH -HIS CEF:)IFICATE htAY EE rzUED OP FAMIL03 01 06 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION INSIRE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HUB International New England HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 299 Ballardvale St, ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wilmington MA 01887 Phone:978-657-5100 P'ax:978-988-0038 INSURERS AFFORDING COVERAGE NAIC# INSURED EACH OCCURRENCE q1000000 C INSURER Safety Insurance Company X COMMERCIAL GENERAL-14BILI7Y INSURER 3 A. I . G 12/31/05 12/31/06 Family eoola & Patio Inc. 70 S. Broadwayq INSURER v: _Seottedale Insurance company iINSURER D: Lloyds of London Lawrence MA OI843 IN_ IJP,ER KIED E F (AnS; rna per=en; > excl TI -E POLICIES OF IVaURANCE LISTED BELOW HAVE BEEN ISSUED TO T-iE INSUREC NAMED ABOVE =OR THE POLICY PERIOD INDICATED. tNC T NITHSTANDIN,- ANY REQUIREMENT. 1=RM OR COtJDITION OF APJY CDIJTRAC7 OP, OTHER DOCUtAEtIT'NNH RESFECT TC Yv?11CH -HIS CEF:)IFICATE htAY EE rzUED OP WNY PERTAIN, THE INSURANCE AFFORCED BY THE POLIC ES DESCRIBED-iEREIN IS SUBJECT -O ALL -HE-ERrf3, CF SUCF POLICIES AGGREGATE LIhIRS SHOYVN M.A'r' HAVE BEEV rtEDLiCED EY PAID CLSIMS, LTR INSIRE TYPE OF INSURANCE POLICY NUMBER DATE (MMIDD/YYJ DATE (MMIDDIYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE q1000000 C X COMMERCIAL GENERAL-14BILI7Y BINDER 12/31/05 12/31/06 I FREh1! ES Eaoccumce; s 100000 CLAIMS MADE [ X ] OCCUR KIED E F (AnS; rna per=en; > excl PER-CNAL&Al" IN.JUR'r S 1000000 X Blanket Al GENERALACGP,EGATE S 2000000 GEN:LAGGREGATELIM17APP_IESPEP: PR,)D,.ICTS-COiViP:OFA3 S 2000000 I I POLICY X PE4 LOC. Emp Ben. 1000000 AUTOMOBILE LIABILITY A APJYALI-C 3947232 12/31/05 12/31/06 CUMBIiIECISN LE LIMIT 5 1000000 t`��'�oine.n-; ALL OWNED AUTOS X SCHECULED AUTOS BUDIL" IHJIR'Y � (P3r p-rson, X HIREDA.LITD6 X NON -OWNED AUTOS _ BODIL" INJURY (Per acrid -n6 S PROPERTYCXvAGE c (Par accidenth GARAGE LIABILITY ,4t ITU ONLY - EA ACCIDENT S ANY AU -0 R OTFER THc1,J EA A,,,. $ - — I AUTO ONLY AGC S EXCESSIUMBRELLA LIABILITYE%CH ��r: - I IF.• ENC.E u OCCUR CLAIh?S MADEI---------------- ---- AGGR-GA.TE $ 5 DEDUCTIBLE RETENTON $ WORKERS COMPENSATION ANOWC ..A 'j - EMPLOYERS' LIABILITY =CRY LIMITS B ANY FRW?IETOR.'PAP,TNERJE.XECLrI'JE WC8936745 12/31/05 I 12/31/06 EL EAt Hx:CID=NT S100000 OF=ICERIMEMBER EXCLLCED? E L D;SEA; E EA. EV _Cir'EE 1;100000 If yes, describe under El DI:&EA:_E-F"!ICiLIMIT 5500000 SPEC AL PRCVISIONS 00)w OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES) )EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Loc #1: 70 9 Broadway Lawrence MA 01843; Loc #2: 45 Route 125, Unit 3, Kingston NH 03848. CERTIFICATE HOLDER CANCFI I ATInN NOMORT* SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CSR71FICATS HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO $O SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHO y RFE�?PRESTA EI- ACORD 25 (2001/08) ��//!! © ACORD CORPORATI[)N 1 QRA Registratn°�'.,118204; sL iiiaton x3/2007 •' ' p dement Card FAMILY POOLS.$t GLEN WIGGIN Q 70 S. BROADWAY`S LAWRENCE, MA 01843�� Administrator '7 4 iMJ S F1 y'et�stu4 �Y 1'l t i r - u T`T r ri �y W i F,: d f Ions and Standards - Room 1301 setts 02108 tractor Registration Registration: 118204 Type: Supplement Card Expiration: 2/13/2007 Update Address and return card. Mark r ae son for change. Address [] Renewal 0 Employment °: F-] Lost Cal nse or registration valid for individul use only re the expiration date. If found return to: A of Building Regulations and Standards Ashburton Place Rm 1301 on, Ma. 02108 `^-''LL'La \' LA Not valid without h�; r Ions and Standards - Room 1301 setts 02108 tractor Registration Registration: 118204 Type: Supplement Card Expiration: 2/13/2007 Update Address and return card. Mark r ae son for change. Address [] Renewal 0 Employment °: F-] Lost Cal nse or registration valid for individul use only re the expiration date. If found return to: A of Building Regulations and Standards Ashburton Place Rm 1301 on, Ma. 02108 `^-''LL'La \' LA Not valid without I _ • ✓/ee �nrrinia�rxrs a�✓f/%aaeaclueae%�d BOARD OF BUILDING REGf�LAT10NS License CONSTRUCTION SUPERVISOR Numbers. 010330 Birth Hate '07/h 911960 t� } Ejre 10 9111jd Tr. no: 14273 WILLIAM C `POUL8��� = r 70 S BROADWAY LAWRENCE, MA 01$d3ya Comihiwoner ovvnw�zuect/(/y °�✓�aaaac/ucaeC� ---._..._._ _.. Board of Budding Regulations and Standards HOME IMPROVEMENT CONTRACTOR License or registration valid for individul use only Registration 118204 before the expiration date. If found return to: lug rE pifatian Board of Building Regulations and Standards i �T�r13/2007 One Ashburton Place Rm 1301 Pt,v�te Corporation Boston, Ma. 02108 i, FAMILY POOLS &,IATI(JS=C _I s WILLIAM GIANOPOULUSf_ 70 S. BROADWAY LAWRENCE, MA 01843 .:_. Administrator vi" Not valid without >ature ON LCD N U OD 0D LA \ N O0 �D W OD OD 00 NN .Z1 N N 73 D D u OD d W W N ro `N o N D p NOD �aO0p00a�aS N O OD $ ce oe 3 -w ~� m o 'J' M o eoo W W9 000 N O I a � wa 3 j+1 3 _ Z .sus yH I g LIM �zme� ..._� i Pe-m's"�� 4s�g o �? 8a� a gg ,3 0.8 �{4 V°��oam S8u �1 kli 8 JJill 'i ON LCD N U OD 0D LA \ N O0 �D W OD OD 00 NN .Z1 N N 73 D D u OD d W W N ro `N o N D p NOD �aO0p00a�aS N D C OD m oe 0D o° oe e° c ro `N NO• �N �aO0p00a�aS m oe v v 'J' M m m� eoo W W9 000 N O W a N O m or:gm e O n mm x a p z s ma g >r r o � P 0 `�'m 'o SR S mw o �aO0p00a�aS 1.4 wa PLAN OF PROPOSED POOL LOCATION ON PROPERTY LOCATED AT 33 WENTWORTH AVENUE --WACO --wa. NORTH ANDOVER, MA Prepared for James and Judy Murphy WENTWORTH AVENUE Date: August 3, 2006 Scale: I"=20' Engineers: Henry R. Himber Dante Bartolomeo E. Ngo. a Ref: N.E.R.D. — Deed Book 6056 Page 122 & Plan # 0358 �"o �4;W�ja�