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Building Permit #260 - 10 COVENTRY LANE 9/30/2009
li TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: a Date Received Date Issued: PORTANT: Ap ,liVanf mML-,Tn to all items on this page , ter LOCATION 10 cok PROPERTY OWNER f Print MAP NO: ARCEL: ZONING DISTRICT: Histon strict yes no Machine Shop Village yes (no0 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Buildingne family dditio Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: l O ` x ( a ° Cir {' o FF ��c �� I `f'(ZC W l l S e c.sn- (..y.3^e n-.• S c„-.r. ,e cn r„N. c vo c�! T e c-k ani `351 e c.-i ©h X W� tiL Identification Please T e or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Cot), Phone: 50$ 'FSO-? t t q Address:_ C o t r5 -0-V Cl r w ��, "1,1,4 0 t s J o r Supervisor's Construction License: 91-Z Exp. Hate: F16/0 to Home improvement License: la`7 t Cl Exp. Date: ARCHITECT/ENGINEER Da"CL.t c �Pnel s cc Phone: Address: Reg. No. 35 G 0 7 _ FEE SCHEDULE.BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 2-3 T� 9 2, FEE: $ Z �" Check No.: - - d 6 Receipt No.: NOTE: Persons contracting with unregi tered contractors do not have acceZtogu ran fund Signature of Agent/Owner Signature of contractor Plans Submitted Plan a' ed Certified Plot Plan Stamp OlIns Location No. �26 0 Date HQRTN TOWN OF NORTH ANDOVER 3?O�,t`•O I`,hQ O F w 9 s Certificate of Occupancy $ �'�s'•"°'E(�' Building/Frame Permit Fee $ 2, cF7 wcMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 224Y6 BuI ingInspector TYPE OF SEWERAGE DISPOSAL Publi_____� SPWPr_ Tanning/MassageBody Art Swimming Pools Well Tobacco Sales ,r Te. Food Packaging/Sales Private(septic tank,etc. - a.. Permanent Dumpster on Site `w .. : -THE FOLLOWING.SECTIONS FOR OFFICE USE ONLY d< - U FORMINTERDEPARTMENTAL SIGN OFF DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS i r CONSERVATION Reviewed on /ZUSignature COMMENTS -� HEALTH Reviewed on Signature COMMENTS f1. Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature &Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signatureldate I COMMENTS Dimension I Number of Stories: Total square feet of floor area, based on Exterior dimensions. r (5r Total land area, sq. ft.:�� ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use i ❑ Notified for pickup - Date Doc:.Building Permit Revised 2008 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 ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application �& Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (if Applicable) ❑ Engineering Affidavits for Engineered products- NOTE: All dumpster permits require sign off from l=ire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008 ,FACTORY DIRECT()SINCE 1953 75 Stockwell Drive •Avon, MA 02322 O O O '� HIC 127179 •TIN 043450124 ® 508-580-3119 • 877-946-3699 • 508-580-6064 Fax WINDOWS • SIDING PATIO ROOMS iii -4S Date To #a ► g`9 E-mail --_ Home Phone Cl I - `- City s' State _ '� Zip S d ' Business Phone(Mr./Mrs.) C ` "., --- --- Replacement Windows • Storm Doors •Vinyl Siding, Trim & Shutters • Glass & Screen Patio Rooms • Entry & Patio Doors WHOLESALE & RETAIL PATIO ROOM CONTRACT CHAMPION TO MEASURE,MANUFACTURE, FURNISH AND INSTALL THE FOLLOWING CUSTOM MADE PRODUCTS FOR THE AMOUNT STIPULATED BELOIN: II-Season Vinyl Patio Room From Nominal 6"Components With Outside Dimensions Of Approximately A: X B: X C: 144 ❑3 Season Aluminum Patio Room From Nominal 4"Components With Outside Dimensions Of Approximately A: X B: X C: ❑Converted Screen Room From Nominal 4"Components With Outside Dimensions Of Approximately A: X B: X C: ❑Aluminum Screen Room From Nominal 2"Components With Outside Dimensions Of Approximately A: X B: X C: DECK OR SLAB YES NO YES NO ❑ A Under Customer's Existing Roof ❑ W` Room Deck Approximately X Material ❑ V On Customer's Existing Concrete Slab ❑ Open Deck Approximately. X Material O On Customer's Existing Deck ❑ Steps: Wood Cl Concrete ❑ Approx.Number Of Risers_Open❑Closed C I ❑ 7 Tear Out Existing:Slab ❑ Deck ❑ ❑ L" Railing Approximately lin.ft.Material ❑ 6 Footers For Existing Slab ❑ p Skirting Approximately lin.ft.Material ❑ Tear Out Existing:Walls❑ Screens❑ Roof❑ Rails 16--, ❑ V, Pour New Open Concrete Slab Without Footers Approximately__X y� ❑ 3/4"Sub Floor ❑ G:` Pour New Concrete Slab With Footers Approximately X —_ ❑ O..-ernsulated Polydeck ❑ sulate Under Deck WALLS All Champion Patio Room wall systems consist of a series of sliding windows on top of approximately 16"tall knee walls and/or full view sliding doors(see layout).Windov s and doors include locking system,synchlock interlocks,stainless steel wheels and sliding screens.Champion to determine exact size of units at final field measure.All glaf s is tempered safety glass,and all walls include build-out and leveling system as necessary. ❑See Attached Driwir g YES NO ❑ Super Frame,Wing&Trim Color: White,41 Tan❑ Bronze❑ bu I ❑ JZ 3/16"Triple Strength Non-Insulated Glass CV' ❑ Double Pane Insulated Champion Comfort 365®Glass - ❑ Argon Gas Filled I.G.Units All Season Room Only) ❑ Fixed Glass Knee Walls Location: A ! _ �j! ❑ ;a- Knee Wall w/Aluminum Skin: White❑Tan❑ Bronze❑ -• �_.._:.._1.�....__�_._._ �� t` i..-..-......�_._- ...._... ❑ U*Knee Wall whin I Skin: White❑Tan❑ I T-; y -- -~. _ - 1 �' ❑ 8' Build Up❑ Build Down ElLocation: A C1B❑ C C] --C EK ❑ Fixed Transom Glass Location: A [11,6 U 12' Cap Existing Posts _ " Key O ❑ Ke Lock LAYOUT SKETCH OK f X=ACTIVE 0=FIXED I ) A. =FULL VIEW _ ___ =KNEEWALL � _ _ - -- ROOF -- ; - , �- I I _ . Champion's superfoam roof system is a nominal 4" (R-19) or 6"(R-30) expanded poly-styrene insulated foam panels with an embossed laminated aluminum Skirl an t thermally broken I-Beams. YES NO YES NO ❑ er'Studio Roof System Color: White❑ Tan❑ 4"❑ 6"❑ 41*l' ❑ Gutter&Down Spout To Grade L]," ❑ Gable Roof System Color: White 0-Tan❑ 4",❑+6"❑ Cdf ❑ Shingles(To Match As Close As Possible) C+J�� ❑ Gable Glass C94ing Glass C]Number Of Pieces: _ ❑ 13 kylights:Vented❑ Non-Vented❑ Quantity: ❑ U-Gable Tie-in(Includes Shingles On Saddle Only And Vertical Vinyl Fill On Inside Of Saddle) DOORS YES NO ❑ 91''Storm: Outswing Color Style Left Hinge ❑Right Hinge❑ ISLO Location: A ❑ B❑ G,❑ ❑ &Entry:Inswing❑ Outswing ❑ Color Style Left Hinge ❑Right Hinge❑ ISLO Location: A❑ E U C U OTHER YES NO, YES NO EltQ� Heat/Cool Unit: ❑ 3,81i"inds:Color--Style Height Location: A❑ E U C U ❑ & `Carpet X Color Cut To Fit Loose Laid t:►—- ❑ Electrical Package Including: "16 Wall Sockets,--J Wall Switch(es)& - Hook Ups Of Customer Provided Ceiling Fan(With Ivory Wire Mold; COMMENTS Interior Roof Slopes To Approx: ft. Attaches To House Wall❑ Gutter Board❑ Fascia Board❑ Approx Height ft --_ Champion Is Not Responsible FgiExisting Foundations,Structures,Or Existing House Roof Condition TWO YEARS AREE 11THUMr_arRvwt .415.12,p BUYER'S RIGHT TO CANCEL Total sale price $ BUYER MAY CANCEL T HIS CONTRACT BY DELIVERING WRITTEN NOTICE Down payment TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Initial balance $_ i Substantial completion payment BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY USE (Due following completion of room structure PRIOR to a_r THIS CONTRACT AS THAT NOTICE BY WRITING "I HEREBY CANCEL"AT installation of:Custom Glass,Carpet,Electric,Blinds) ,. THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE NOTICE FINAL BALANCE $ _: (Due in full following completion of project) MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. ❑Bank Financedst>on Completion All material is guaranteed to be as specified.All work is to be completed in a workmanlike manner according to standard practices.This contract,,s valid only with pLpppr signatures. Champion shall not be held responsibe for time ar i material delays,strikes.acts of God or any other matters beyond i �dntro-Buyer and Owner agrees that the equity in this property is security for6i Ct. ce this contract calls for made to order goods.it is not subject cancellation except as stated above.Start installation on or about�we,Aks from above date.Estimated date of substantial completion is��jjchar�ge listed above.Champion to remove and haul away all job relatf f debris.All sales and discounts allotted.All contractors and subcontractors must be registered by the Board of Building Regulations and Standards and Cony ingwl'ies ating to registration should be directed to this agency.Champia I shall obtain any and all necessary permits as the Owner's agent unless otherwise directed by Buyer.if Buyer secures permits.he or she may be�xcluded from the guaranty fund provision of G.L.c.142A.If Champion musl,pursue Buy-r for collection of amounts past due,Buyer will be liable for Champion's reasonable fees and costs,including attorney's fees.A FINANCE CHARGE calculated at,the rate of 1-12 percent per month(18%ANNUAL PERCENTAGE RAT ) will be added to delinquent-acopunts.All installation and completion dates are approximate and subject to change without notice.Verbal promises can cause misunderstandings.therefore this contract constflules the entire underalandir of the parties,and,06 other u erstandiiig,collatera verbal orothe�se,shall be binding,unless signed by both parties.Thank you for your order.Do,hot srgp_.this-8-57tract if thbNare any blank spaces. Buyer's,-Signature Champion Representatives"'' y Buyer's Signature Champion Manufacturing Authorized Officer Form#:CW05-1107-BS @Champion.2006 ORDER NO: 391 ITEM: 1 DATE: 08/17/09 Floor Plan 2 LIF VVIi WN51Z H :LIF 0=935 15S' 2 LIF tMickH 13S 1E�, H H 2 LIF VVIkdav 51S 2 LIF IM Wil 51 S 2 LIF IAIIICWA'..5951 2 OF 1A1IICWA1.SJS 144!74]70" Dimensions Attachment Height: 120" B Wall Height: 86.25" B Wall Width: 144" A Wall Width: 168" C Wall Width: 168" Roof Overhang: 6" PAGE: 1 of 1 i a ORDER NO: 391 {TEM: 1 DATE: 08/17/09 A Wall OD R Dimensions Attachment Height: 120" B Wall Height: 86.25" A Wall Width: 168" Roof Overhang: 6" Layout 0.625"(Base Plate)+3.5625"(Foam)+0.625"(Base Plate)+51.5"(2 Lite Window)+5.0625" (Wall Mullion)+43.5"(2 Lite Window)+5.0625"(Wall Mullion)+51.5"(2 Lite Window)+6.5625" (Corner Post) PAGE: 1 of 1 ORDER NO: 391 ITEM: 1 DATE: 08/17/09 B Wall ------------------------------------------------------------------- f \ N G G V V G 72" 72" Dimensions Attachment Height: 120" B Wall Height: 86.25" B Wall Width: 144" Roof Overhang: 6" Layout 6.5625"(Corner Post)+2.7812"(Foam)+0.625"(Base Plate)+59.5"(2 Lite Window)+5.0625" (Wall Mullion)+59.5"(2 Lite Window)+0.625"(Base Plate)+2.7812"(Foam)+6.5625"(Corner Post) PAGE: 1 of 1 Y ORDER NO: 391 ITEM: 1 DATE: 08/17/09 C Wail I 10 U -- A 1 Dimensions Attachment Height: 120" B Wall Height: 86.25" C Wall Width: 168" Roof Overhang: 6" Layout 6.5625"(Corner Post)+51.5"(2 Lite Window)+5.0625"(Wall Mullion)+93.5"(2 Lite Door)+ 0.625"(Base Plate)+10.125"(Foam)+0.625"(Base Plate) PAGE: 1 of 1 ORDER NO: 391 ITEM: 1 DATE: 08/17/09 Roof ' .14 14 thN �w at,1 i 83 15164° 83 15ffi4" Dimensions Attachment Height: 120" B Wall Height: 86.25" B Wall Width: 144" A Wall Width: 168" C Wall Width: 168" Roof Overhang: 6" PAGE: 1 of 1 Lamrnorzwealfh of M=achweft kf ` Department of lndaWid Accidents = l E �l�ce o.f Ince str,afmnc 1M1,, 600 Nrashingtnn Street � c Boston, M4 02111 I �'k=1»r�ssgry/din Workers' Compemation Iusura.nee Affidavit Rundets/Coa � A 'cant Information tractorsectr iciams/pinmbers Please Print Leaibi Narme(IaMinrsslorgsnirafion/IndividuW)• Address: ' City/StafmIZig; i A � L4 D2322— Phone FI [Noworkers' s emPio3'erg Cbeek.the a ro PP Priste•boz: ' a employer with 4. [] I am a emeral Type of P�l�( n' ( g contractor and I ._ j*' oyees full and/or part time).* have hired the sul)- 6• ❑-New Construction . e ole . proprietor or partner. Iisted on the attached sheet 3 7. Remodeling nd have no employees 'These s LIS-eontractors have ng for me m" any capacity. workers' comp.' 8 Q Dmnofition orkers'earn ' p rnstirance. g, Bw7diP rastaatt�e 5. [] Wearea rp and its ❑ additied.] ca ora#ion an officers have exercised their 1Q.Q Electrical repairsoradditions homeowner doing all worts ri sel£ of exemption per mOL l 1.[]Flurnb' my [No workers comp .c, 152, §1(4)'and,we have no ' or additions insurance required.].t •arrrploye--s.[No workers' 12•F1 Roof repairs `Amy"iimr that checks boz'!y I must also fist out the section beiMP insurance- required.] 13.M.Qthrr =Fiomeowreers who sdbmit this ffft ft ind►ceridg they en twin -M wing thm hire kat# oompensatimi poiiey infcnnsfion Caatracmrs drat check flus box rmratatteet�ea sdclofioos!sheCsho�end thmr hce otttaifle contractors must submit a new ai"ridnvit �the mune ofthe mb-conuU=t0 and. �i�S such. t arx an E 6-rr'woria=' raPioy�tip isnnouiac_2g:►nrrr��•'�;r�,erzs�� •�•�a.,;rfom�ou. utfDrrn�ieer_ �+rstiraace for rnp ee�plQve� fie/e� *�, Intranet Company Name: g Policy#or Self-ins.Lie. -.Fob Site © 1ott Date: . . Attach a copy of the workers' cam CitylState'rip: N• Z9 w ��,.; Peesation Policy d�atatioo page(showin;the policy number and e Faiius a to seethe coverage as required under Section 25A of MaL c. 152 can read to fire imposftian of cr�rinat irstioa daee} fine up to$1,500.00 and/or one-year unprisonm Pena}ti:s of a Of up to$250.00 a '�as well as civil penalties in tine form of a SMP WORT{paw a fine Investii the viottwot. Se advised that a copy of this statement may be forwarded to the Office osadf gabons of the DIA for insurance coverage verin"tion. t do hereby cash•fy under the pains and penclfi�oj.PErjroy tSfi�the irtfnrmotioRrn Si P vcded abm a it&Ue and aormA Date: 2 Phone#: .,O Asha use Defy. Do not write in ab arts¢,la be CDnrpteted by do or town ofrc City or Tows: Permit/Licanse� Issuing Authorify(circle one): 1. Board of health Z l3nili#ing DePar•tmeut I City/'F'own•Clerk 4. Electrical Inspector $. Pluaih[og Inspector 6 Other Contact Persam Phone#: Information .a tad Ta4ruflons Massachusetts General Laws chapter i S2 requires all emp;oyers to provide workers' compensation for their employ=s. Pursusntto this statute,an employee is defined as"..:ever- person in the service of another under any contract Aim, express or implied,oral or written." An errzplayer is defined as"an individuate partnership,association, corporation or other legal entity,or any two or more of th.clb agoing engaged in a joint enterprise,and includi"g the legal mpresenta6ves of a d= scd employer,or It receiver ortzvstx-of an individual,partnership,associatiuin or outer legal u►tity,employing employees.'lioweverthe owner•of a dwelling house having not more than thr-_apa r ments and who resides therein, or the occupant of the dwelling house of another who employs persons to do nuLi mte:nmce,construction ori wtirk on such dweilinrhouse or on the grounds or building appurtenant therein shall not b=a=of such einployme nt be d=ned to be an-employer." MGL chapter 152,§25C(6)also states first"every state o•;-local 6edusing agency shall withbold the immanebor renewal of a license or permit to operate a business or ttto construct buildings is the commonwealth for any applicantwho bas not produced=ceptable evidence-sir compfsauce with the.iasurance'covemge required." Addbional> , MQL chapter 152, §25C(7)states"Neither'tete commonwealth nor any of its political m1b6ivisiam Shall enter into any contact for the:per hormone of public worle until-acceptable evidence of compiiaiux with the ins== r�quirzme rrls.of this chapter have been premed to.the co vTtracting authority." Appbcauts -Please,fill out the workers'compensation afndavit compi=tely,by checking the boxes that apply to.your situation and,if necessary. Su}rply sub-contractnr(s)rzame(s),addrzss(e5}aitd ghetto numbers)along with tho r=titacate(s)of insumnce. Limited Liability Companies (UP or Limited Liability Partnerships(LLP)with noemzployees otherthen the members orpartmzs,are not mquired1to carry work='comm insozancx. Van LLC or-LLP does have employees,a policy is required. Bo advised that this afncIaLv'it may be submitted to the Depwtnmit of Industrial Accidents for confirmatian of insurance coverage. Also'Eye sure to sign and-date the affidavit The afindavit should be returned to the city or town that the apprcation for the permit or license is being requested,not lite Department of Industrial Accidents. Should you have any questions regzarcing the law or if you are required to obtain a workers' oompensation policy,please-call the Depar�trrzemt at the•nurxzber.listed below. Self-insured companies should enter their r' self iz:srz:saec Ficanac a==an Ifiz,approprude iii. City or Town Otficisis Please be sure fiw the affidavit is complete:and printed Itggibly. The De;pm trnerg has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sum to fill in the pe-mit/liceme number which W-M be used as a mderarzce number. In addition, an applicant that must submit multiple Permit/iicorrse applications in any given year,need only submit one affidavit indic s*currm t policy information(if necessary)and under"Job Site Adds-="the appli=rt should write"all locations in (city or town)."A Wpy of-the affidavit that has bean.officially stampzd or marked by tate city or town may be provided to the applicant as proof that a valid affidavit is on file for futmn permits or li=tses. A new affidavit:must berMed out each year. Where a home owner or citizen is obtain a licens= or permit not related to any business or commercial vcntum (i.e. a dog license or permit to bum Ieayes etc.)said gentian is NOT required to compietz this afndaviL The Ofnce of lnvest.W6ons would trice to thank you in advance for your cooperation and:should you have any questions, pless. do not.hesitate to give us a call. The Department's address,telephone and fax number.. The Comm)nVIMMlth of Massachusetts Dzpattm-nt of ImidustrW Accidtmts Officeoff Lnvestigntions 600 'Washington S#iect &recon, MA ©,2111 Tel.#617-727-49.00 e.ct 406 or 1-9.77-AA.SSAF'£ Fax;9 61 7-727-774 Revised 5-2G-Q5 WwwMa ms govi'dia I I i1"i,,•;`:%ZirL�i!:.�` +!''d.p✓ •.±1. ,t v _ w P.� ,s ,,r� , i r�' '�.'l F;�': r,I of r uilding ReulL-ions amb Standards Ashburton Place - Rooi1 1 ,101 B3 ston. I /lassachusetts 0?108 Home Im,rouement Contractor egistration Registration: 127179 Type: (_td Liability Corpor �Xpifation: 9/15/2010 Trtt 7.77297 CHAMPION WINDOW PATIO ROOM SOU AN-?'HOMY 11 OVIELLO 75 STOCK1AIELL DR. AVON, MA 02322 I UpdateAddress and return card. Mark reason for change. Ad ess Renewal Employment Lost Card ::.'Oe,; (-iaet.:r!-rc<u<•;r..;�(�. ��,:::ii:�,<efE,,<:;e:✓.: Bonrd of Building Re"utarions and Surndardsi License or reoistratiort 11a1id for individu( use nn! HOME.IMPROVEMENT CONTRACTOR before the expiration Chale. [f found r•cturn to: F:eyisuattion: 12l'7 i Board of E3uildint- i2egu(altions and Standards Expiration: g/1 12010 Tr# 27'?l�^' One Ashburton !'face f2rllt; 1301 13ostort, ;;'Ma. 0'_i(IS T'ypr: L.td !.iahility Corpor I :f IP,i"II'i )I!'VVINDOW& PATIO ROOM SOUTH 4NIi OI\Y C;OVIF[_LO 5. OCKWEEL.L.Dr-, R. L_-:�-';,..,r"7_.o..�.. WOW !, Nil 02322r\dIII inish;ttor Not valitf w1 11 u Sib1t<tture kf� 'r � �ir3 r�r!feao� r ' r4r: 1.' uliad nl c +rs lI ers.t'a Lwrhtti�r tcl: `C.onstructionSupevisorL1e11se� r. 'l. License CS 9722 .' sir +> Birthdate. 5/6/1962 I cxpiraf'ibn 5%6/2010i Tr.' 97226 rkq Restriction 00 4< b3 ANTHONY HONY COVIELLO 27 COLONIAL DRIVE CL.!N T ON, Mid 01510 (;oml;iis.eiuncr i I I I i I I i I I I I, I I , )p if KL DATE�MMIDWYYYY) R ' — 0,FLIABILITY INSURANCE EP CERTIFICATI OP ID KE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS,UPON THE CERTIFICATE Ylc. 113-:ila-rzance Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hills 'KY 41017 - T J�,9-341-0202 Fax:859-341-37d9 ........... N! INSURERS AFFORDING COVERAGE NAIC# INSURER A: 2HIO_,.CASUALTY 7.._................... INSURER 8: INDIANA INSURANCE CONlPANY 22659 Champion 'Window & Patio Room ___*_* i of Boston South LLC URER C: Insurance 5 Stockwt.�il 3. Drive #7 ....... Avon MA 02322 INSURER D' ------------- INSURER E: ....... S!:)f:INSURANCE LISTED BELOW HAVE BEEN ISSUED TOITHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTVVIIMSTANDING "N','F:l TERM OR CONDITION OF ANY CONTRACT OR OT1HER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR .'.!/\y P;R!0Li, 1)IC INSURANCE.*.AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH OU"11 S. ' XlRil'('3ATE,LIMITS SHOWN MAY HAVE BEEN REDUCED B)II PAID CLAIMS. "',iR 'IYPE OF INSURANCE POLI,(TTJUm8iR �:'Ni.wRAL LIABILITY DATE MMlDD/YY DATE(MM/DD/YY) LIMITS EACH OCCURRENCE ........... COMMERCIAL GCNE'RAL LIABILITY BKA.537584186 12/01/08 12/01/09 i— ) -— I s300,000 1 1 CLAIMS MADIF. X OCCUR _ __ I . ..... IIED EXP(Any one parson) ; 5,100 PERSONAL&ADV INJURY T' l 000,000 .............. GENERAL AGGER(GATE ls2 000,000 G. TI AG(,REGATE LIMAPP1_1CS PER: PF.,C)ITA I I Of'A GG 0 0 0 ,000 l(ALICY x I LOC L!AFJI,'J P; I COMBINED SINGLE LIMIT :''NY AUTOnQ C3 cl-11 1 �.�_L DINNED AU'7 OS D 0 ILY �;(,'l IEDULED AUTOS (Pe pers'NJon)URY i HIRED AUTOS BODILY llNJUR`y_* (Per $ NON-OWNED AU I 0,S (Per accident) PROPERTY DAMAGE (Par accident) 0.',RAGE LIABILITY AUTO ONLY-L-A ACCIDE.NT T. ... ...... .......... NY At)I'0 .. OTHER THAN LA ACC .... AUTO ONLY: AGG _FSACH OCCTJTfR_NCI: 10,000,000 C j R, "IMS MADE CU831.9330 12/01/08 ....... 12/01/09 AGGREGATE 1 $ 10,000,000 Is IT kt-FEN FION 0 KURl COMPENSATION AND I 1771F 0 190162320/ 0061 TORY L.1MI IS=511T A,-4Y-R,.I'iliErOR/PAR'frIERI�7,<LCLJI'IVE 12/01/08 12/01/09 E.L.EACH ACCIDENT 1 $ 1,000,000 0,�I_M�:M4EMBER EXCLUDED? E Ir 000 di! ortbe under FE L Tis_E�_st: EMPLOYEE A": :IAl. IRC)VISIONS 1)()joy, El,DISEASE-POLICY LIMIT s 1 000 00() H R DN !+EFZATIONS I LOCATIONS VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 'A"E' H......OLDER CANCELLATION -------------- ......... !,'OR PRE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE'riic EXPIRATIOi,� DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR 1-0 MAIL 30 DAYS vvRn-TrN PRESENTATION USE (.)NI,y lk, NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE.LEFT,HUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY r—'XY OF ANY KIND UP0j,!rHj- INSURER,ITS AGENTS OR X REPRESENTATIVES. QCxxxxy—x AUTHORIZED REPRESENTATIVE— Marc Tessel @ ACORD CORPORATION 1988 Job No. 0747,6-3 v .ti Z ar 13,s o ��� LOT ,�6 • • � o • � ,i2 ST y 37�¢ Ji Of Mgs�c g P L Z9 CJk 176.0 - ; E - �•• ,304ee, . .,�'_ .2c�2 � - -•— • COVE✓YTf,�Y LfItiE Q ku.u►��, Thi 3 plan was not prepared from an Instrument MORTGAGE LOAN INSPECTION sur ley. Offsets and distances shown should not LOCATION: LOT.. 36. C01/�'iVrr�y be ised to establish property lines...'.. Thl ; plan Is intended for mortgage.purposesSCALE: 1...! �� DATE: 8 9 87 onl, I cc rti(fy that the structure shown on this REGISTRY; SSE-.t' NO, Plai i in conformance with the zoning TITLE REFERENCE- .8�f'Z37� 'r'l /2 sett aa,rks in effect at the time of construction. PLAN REFERENCE: I ce lify that the parcel shown is. IVO 7 I=ted within a flood hazard area'as depicted COREY & DONAHUE. INC. on VEMA Flood insurance Rate Maps for Engineers&surveyors Con irnunfty No: 2-6-00-9c9 198 Cambridge Rand,Woburn,MA Of 901 o Mco � �• w L0 tN .h�Of tih •allo �iWh (0, Lo Z h� G7 '� <v 1 PROP. SUNROOM 41.43' i 32.21' 35.41' i 31.63' - OHO O O O /w�N LOT 36 .� AREA=43,645 S.F. =1 .0020 AC. r co i 0c,'r'�,��' 175.00' ---S34'31'35"E O- COVENTRY LANE 0 N PLAN OF LAND SHOWING PROPOSED DECK AND STAIRS IN cli NORTH ANDOVER, MASSACHUSETTS DRAWN FOR z "I HEREBY CERTIFY THAT THE BUILDING IS LOCATED > ON THE LOT AS SHOWN. JOHN H. OBERT 0 10 COVENTRY LANE r NORTH ANDOVER, MASSACHUSETTS ry w PO SCALE: 1"=40' DATE: SEPTEMBER 25, 2009 > Q 0 20 40 80 120 19/25/o MERRIMACK ENGINEERING SERVICES 66 PARK STREET } STEPHEN E. SAP�Z1 R.L.S. DATE ANDOVER, MASSACHUSETTS 01810 t i► t CEGGEI?SHALL BE AffACNEG fO THE 1-191,15E PCI; P05f SHALL 6E ATTACHED ro 6EAM WITH A P05f CAP OP DETAJI-5 ON 5NECt 4 AND tAPLE 2 ON:ET ICXIStING 5TUC 2/2X6 IN5EPf c 3'Cl C 6Y NOTCHING P05f PEI'DETAIL5 510WN ON SNEEr 3. 3, I CDGEt?SHALL 13E ATTACHED to THE P05f 5HALL 13E ATTACHED fO FOOTING WITH A P05f PA5CNOUSC PCP DCTALS ON NCCf 4 i( N N PEP DCrA I,5 5N0WN ON 5HECf 3 C TYP ALL PO5T5) EX15tiNG 5TPUCTUPC ANG fASLE 2 ON 5-IEE1-I OVCPLAY 51P FLO(-,. w UP i € P05f PEQUIED UNDEP OVERLAY 51P FLOOf' SYSTEM WITH 7116 ;( - " COLUMN5 ON PLYWOOD OP 05P I i L7 Lo SIDCWALS FOP GAB1,C 5Y5TEM WITH 7/165NEATHIN6 I DOOM ONLY z PLYWOOD OF,0513 1 .. x p SHEATHING M• 0 3' WIDE 6-1/2"THICK 1 a. L6 StPIYtUPAL IN5U1,ATCG Vu I, Q) ° v �., 2/2X6 DIMCNSIOIJAL LUM6EP PANCL5 1 IN5EPfED IN EDGE OF PANEL f0 TSE v, p ^– P05111oNED UINDEP WALL OF PATIO z + 4 POOM <P05T Iin 2/2X6 INSERTED IN PANEL N z 6EAM I o N n CAVITY UNDEP PATIO DOOM TO 6E P051110NCD DIPCCTLY WALL LOCATION5 I UNDCP FPONf WALL Of POST 2 ENCL05UPC CONCPCTC POSt 2 n P05T 2 N z FOOTING g 6AM EI p i P05T 2 Q= 51ZCD t0 PEQUIPCD WHEN DECK u \Z � 5UPPOPf PO5T 5UPPOPr: iE'Fl if EACH PANEL SHALL 6C > . DECK PROJECTION EXCEEDS CONCPCTE PICK FOOfING OP ENGINCCPCD – c LOADS ALLOWABLE PANEL SPAN 4X4 MIN FOP DECK5 UPTO 5'NIGH P05f I , � ATTACHr-12 TO(SEAM e" 3' FOUNDATION 5Y5TEM.FOP CONCRETE PIEP WITH 4 #14 X 9" ( r 4X6 MIN FOn.GECK5 LIbTO 8'NIGH FOOfING5 REFER fO TABLE 5 FOP 1 z DECK5 OVER 8' PEQUIPE SPECIAL BEAM SPAN BEAM SPAN 2 ,, o LONG 5CPEW5 6CAM 2 t0 TSC CNGINEEPING FL-VIEW 5EE fA131,E5 3 OF 3A SHEET 2 SCE TAPLE5 3 OP 3A 5HUT 2 pEQUIPCG 6EAPING AP.EA OF FOOfIN65, POSITIONED I FOP ALLOWAPLC BEAM 5PAN5 FOP ALLOWABLC 6CAM 5 ANS ALL F0011NG5 SHALL 13F A MINIMUM OF Nom' 8"THICK ANG 5H&L EXTEND BELOW THE POST 3 DIPCCTI Y UNDEP ' DEFINITION OF TPI6UTARY LOPrJ WI121N FOP 6CPNA5 FOP USG IMTN TABLES 3 AND 3A FR05f LINE OF THE LOCALITY(TYP). _ __ __ _ P05T 3 FPONf WALL OF I 51i:Ef 2 FOOTINGS SHALL 13E CON51P.UCTED IN PATIO DOOM BEAM 1: PLAN 1:51P PANEL FL00P, WITH ONS 13M 5UPPOP " ACCOPDANCE WITH LOCAL COPE P05f 5UPPOPr P05f 2 FOOTING 51ZE12 fO 5UPPOPf TPIPUfAP.Y LOAD WIGM-A/ 2P05f 5UPPOPf. 1,EG2P SHALL 6C ATTALNCG f0 THE PECK AND ENC1,05UPE i HOUSE WITH I/2"DIAMFTER POLT5 LOAD5 P05T5 TO 6C PROVIDED ( � UNDEP ALL OF fNE PATIO OP LAG 5CPEW5 @ 24"C/C 6EAM 5PAN 6EAM 5PAN POOM5 LOAD-6EAQN6 i 5�E TAO,,r 3 OP 3A 51-1ECT 2 5EE TABLE 3 OF,3A 5NEEf I FOP 1 FOP ALLOWABLE BEAM 5PAN5 ALLOWVLE 6EAM 5PAN5esssss� � 1 P05T 3 P05f 2 P05f 3 �'.a wi� DEFINITION OF T OU'WPY LOAl2 V✓IDTH FOR 6CAM5 FOP USE WITI TVU-5 5 AND 3A 5NEEf 2 s• ., I 2/2X6 IN5EPTED IN PANEL fPI6UTAPY LOAD WIDTH-(A+ 6)/ 2 i M o 6-I/2" SIP I 2/2X6 CAVITY UNDEP PAfiO DOOM 6EAM 2: :_' '•� '• c C a� L91MEN51ON UMBER SPLINES • � - `. `y Z WALL 1,ocArlolvs c nPlcw AT rR16ufAPY LOAD vvIDM=A/ 2 . �y� 4� �— PV L PAf10 DOOM WALLS) "•�', �y PLAN Z F000 _.. ..._. . ...__ _,... __• P, WITH TWO 13FAM 5UPp01?15 °V�.,, ..._.__..._.._... .. o p _.._., ... _. .... P05T 2 Z fAPLE 2:MINIMUM PEQUIPED LAG 5CREW OF BOLTED CONNEC110N 6ETMEN 2X LEDGEP ANG o P05T 2 CONCRETE FOOTINGVOLE I:ALLOWABLE LIVE LOAD5 FOP 6-I/ 2"THICK STPIICIUPAL INSU A1CD PANEL a SIZED fO 5UPPOPf EXISTING STRUCTURE 1 DECK LOA175DE1,CC110N ? PANEL SPAN(Ff) PU. ANC1,5'AN ( CCK UVC 1,0AD CRITERIA 6 7 8 i 9 10 II 12 1 (FT) 401,65/ Ff' W "1 ( 601,65/ Ff- J 6CAM 2BEAM I POST I 6EAM 3 m M fn 1,1360 85 76 71 ! 63 56 49 43 1(2)-Il' 2" @ 24"C/C (2)-1/ 2" @ 16"CIC < Z p c L/240 I 105 105 105 1 93 82 73 ' 63 8 - @ (2 - 2" @ I Z"C/ (2) 1/ 2" 16"C/C > 1/ C __------ __.- _.__........._____.__.._._....__.._._._ ,_- _ .._.....-_.-. OVERLAY 51F FLOOD 5Y5TEM � 9' C D-I/ 2" @ 16"C/C i(2)-5/ 8" @ 16"C/C ® .t ze – WITH 7/I6"PLYWOOD OP 056 10' (2)-I/2" @ I6"C/C (2)-5/ 8" @ 12"C/C o P05T 2 POST 3 SHEATHING 12' (2)-5/ 8" @ I6"C/C i(2)-5/ 8" @ IZ"C/C 4 D Nom' 14' (2)-5/ 8" @ 16"C/C (2)-5/ 8" @ 12"C/C a' DEFINMON OF fP16UTAP.Y LOAD WIDM FOP 6EAM5 FOP 16 (2)-5/ 8" @ 16"C/C U5E WITH TA6LE 3 5NEEf 2 1205r3 PANEL 5PAN-A -----PANEL SPAN 2- 6EAM 1: -WULNQfE; DATE:JAN 08 5EE TABLE 15HEEf I FOR 5EE TABLE 15'IEET I FOP LATEM 6PACING SHALL BE IN5fAlED FOP GECK5 1VLE ITCD VALUCS EA12 L ON 11M6EP WI1N A 57ECIFIC G AVITY=0.55 TRI6UTf�1?Y LOAD VVIDTN=(A+ 6)/ 2 TAI3I.E INCLUDES A DCAD LOF12-IOPSF scAs.e:NONE ALLOWABLE PANEL 5PAN ALLOWVLE PANEL SPAN BEAM 2: OVEP 4' IN NEIGNf PEP THE DEfAIL5 5HOVVN ON 5HEEf DOOM VVIDTH TPIPUTAPY LOAD WIPfN-A/ 2 3.DECK5 OVER 8' IN NEIGNf P.EQUIPE SPECIAL DRAWN BY:MJG BCAI�h 3CNGINEEPING j ARG NO.C-7 FLAN 3; 51P F�OOI, WITH THPFF 13FAM 5UFF0Ff5 DEAM : LOA17 IMI7M =6/2 i O t�3 TAP-E 3:MAXIMUM GEAM 5PAN FOR LIVE LOAD=401 65/Ff TABLE 3(CONT'D) MAXIMUM r?'--AM 5PAN FOP LIVE LOAD=40 I.G5/Ft EAGLE 3(CONE'D):MAXIMUM 6EAJJi SPAN FOP LIVE LOAD-40 1,65/FT 1 40 L6/FT 40 LG/Fr' _ 40 LG/Ff GERM TR16UfARY LOAD WIDTH(1't) ; ,`e4sti61µaa accrrq���` r SPECIES GEAM fR16UfAP.Y LOAD WIDTI(Ff) SPECIES 6EAM TRIGUfAP.Y LOAD WIDTH(Ff) SPECIES SIZE .�` t � '�, Ln Ln SIZE 512E 5 6 1 Y ! 4' S' 6' T 8' ; 9' 10' II' 12' 1 4' i 5' 6' 7' 8' 9' 10' II' 12' ' _ ( 8 3r, q 7 l0' 1 12' ; rl NINE J2/ZY.6 6� �/ZX6 ' 6' 6' i =aL �.iyr , CL w 2 12/2X8 8' ; 7' 6' 6' 'r2/2X8 8' 7' 6 6/2X8 : 9' 8' 7' 7' 6' _ �---- -�• --_�_._ � ...�- � � ? � '• c . �� ®. 2/2X10 9' 1 8' 8' T 6' ` 6' 6' 2/2X10 11' 1 10' 9' 8' 1 8' 1 T T 6' 6' ' 2/2X10'10' ; 9,_w.8 W 7 7 6' 6' / -_ DOUGLPS FIR € NEM-FIR _ r jP0NDEP05A PINE € 2/2X12 13' j 12' 10' 10' C" ' 1 2/2X12 II' 10' 9' B' T T 7'_ 6' 6' 8' ' 8' T 7' 2/2XI2: 11' 10' 9' 8' 8' ' T 7' 6' 6' _ , SOUTHERN PINE 5pF -3 _—__� f / :siae,seaa. 4X6 7' 7' ' DA!' � • ff 4X6 7' !-6'6'- �. ' WEST PN CG —4X,6 7' 6 , 4X8-10 940 81 8 7' �-6 6 6 w 4Y8 9' 8' T 6' 6' : 6' �/ '• ( 4X10 12' II' 10' 9' 8' ` 8' 7' T , T 4X10 E II' !10' 9' 8' 7' T 6' 6' 6' 1 ` 4XI0 10' ! 9' 8'_ _9'_ T p T 6' 6 6' j 4X12 14' ; 13' 11' 1O' l0' j 9' 9' 8 8' 4X12 13' II' 10' 9' 9' 8' 7' T ! 7' - -_ 4X12 12' F II' 10' �- ?. z fAPLE 3A:MAXIMUM 6EAM SPAN(1'f) EAGLE 3A(CONT'D).MAXIMUM 6EAM SPAN(FT) TAGLE 3A(CONE'D):MAXIMUM GEAM 5PAN(FT) j € 60 LG/FT2 ! € 50 LG/Ff' € ( 60 L6/F7 p� GEAM TRIGUTARY LOAD WIDTH(FT) 1 6EAM TR16UWY LOAD WPTH(Ff) 6EAM 1 tR16UfAFY LOAD WIDTH(Ft) SPECIES SIZE SPECIES ; SIZE SPECIES 51ZE 1 4' = 5' 6' 7' 8' 9' 10' II' ' IZ' 4' j 5' 6' 7' € 8' 9' 10' II' ( 12' 4' ' S' 6' 7' € 8' 9' 10' II 1 12' 2/2X6; 6' /. 1 2/2X6 5' f� / '� �y ` 2/2X6 �✓ f —.11 LCL _ L.�� �% is 2/2X8 ' 7' i 6' : 2/2X5 6l ! 6' / � ! 2/2X8 i 7' 7' 6' �<�: , l� � � 2/2X10 9' 8' T 7 € 6' � j'.f l' 2/2X10. 8' 7' 7' 6' � � ; 2/2X,10' 8' ' 7' 6' DOUG�PS FIR ' NEM-FIR PON12EP05A PINE ; n 2/2X12; II' .10' 9' 8' 7' T 6' 6' 6 ! 2/2X12; 10'[ 9 8 7't 6' 6' 2/2X,12 9 j 8' 7' SOUTHERN PINE T 1 f !REDWOOD / 4X6 6' �j 4X6 mm 6 4X6 / > _....... - _ . ._€jl1 % /1 `Wr5fERN cEl7AR ! 1j % 4X8 8' 7' 6' 6 1'' � 4X8 7' 7' 6' � / 4X8 7' 6' 6' ��f�� �� � � / 4X10 10' t 9' ' 8' 7' 7' 6' 6' 6' / 4X10 = 9' 18 7' 7' 6' /r �/% 4X10 ' 9' ! 8'' 7 6' 442 IZ' #10' 9�9' 8'„ 8 7 7' ( 6' 4X12 !10' 1 9' 8' 8' [ 7' 7' 6' 6' 4X.12 j 10' f 9' ' 8' T 7' � 6' 6' D W TPOI-E 4:AXIAL LOPP5 ON P05f5 FOR 401`51'LIVE LOAD+ I0P5F DEAD LOAD,FROM DECK ONLY EAGLE 4A:AXIAL LOAV5 ON P05f5 FOR 60P51'LIVE LOAD+ IOPSF DEAD LOAD,FROM DECK fArtF A:REQUIRED CONCRETE PIER F0011NG 51_7E5 UNDER DECK 5UPPORf P055 _ ONLY DECY. AXIALLOAI25 ON P05t I(165) € DECK AXIAL LOAI25 ON P05T I(165) AI LOWAGLE - REQUIRED FOOTING 51ZE5 Z { 501L 6EAP.ING 4b - . PROJECTION ! DECK WIDTH(FT) ! PROJECTION DECK WIDEN(FT) ( AXIAL LOAD5 ON P05f(165) 1 -1a � (Ft) CAPACITI' i 10 II 12 13 15 16 17 I8 10 II 12 € 13 j 14 I I5 16 17 18 (P5F) 500 1 1000 1500 2000 ;2500 3000 3500 4000 14 i u n n n u u u ii � i O 4 DIA 17 DIN 20 DIN'22 DIP, 24 DIA�25 DIA 128 DIA( 10 1250 1375 11500 1625 1750 1875 2000 2125 2250 10 € 1750 € 1925 i 2100 € 2275 2450 : 2625 2800 � 2975 3150 I DIA I 1000 9" 5qu: 112" 5qu. !15"5qu. 17" 5qu. 19" 5qu. 121"5qu. 23" Squ.124" 5qu. V O 11 1375 1512 1650 1785 1925 2063 22001 2338 2475 II 1925 2118 2310 2503 2695 ! 2886 3080 ` 3273 ! 3465 _ ® � 7 1500 10 l21A !IZ DIA 1 14 DIA I6 DIA 18 DIA 20 DIA 21 DIA !'23 DIA 12 1500 1650 1800 1950 2100 2250 2400 2550 2700 12 2100 2310 j 2520 2731 2940 3150 3360 3570 i 3780 9" 5 u. 110" 5 u.112"5 u. 14" 5guji6" 5qu: 17"5 u. 19" 5 . 110" f- 10" DIA 10"DIA 112"DIA 14" DIA 116"DIN 17" DIA 18"DIA 120"DIA z W 13 1625 1787 1950 2113 2275 2437 2600 1 2763 2925 13 2275 2502 11 2750 j 2958 3185 i 3413 1 3640 3868 1 4095 2000 91 5qu: 9"5qu, II" 5qu, 12" Squ. 114" 5qu. 15"5cµ, I6" 5qu. 17" 5qu, a Z Z 14 1750 1925 2100 2275 j 2450 2625 2800 j 2975 3150 14 2450 2695 ' 2940 3185 3430 + 3675 3920 4165 4410 10"DIA 10"DIA 1 11"DIA 13" DIA 3 14"DIA 15" DIA I6" DIA 17" DIA z ® a 15 1875 2062 1 2250 2438 2625 2812 3000 i 3188 3375 15 2625 2888 1 3150 3413 3675 3938 4200 4462 j 4725 2500 g 5qu, 9"5qu. 110"5qu. 11" 5qu, X 12"5qu. 14" 5qu. 15" 5qu. 15" 5qu. �� a 10"DIN 10"DIA 10"DIA 12"DIA 13"DIA 14" DIA 115"DIA 16" DIA 16 2000 2200 2400 2600 ` 2800 3000 520011 3400 3600 16 2800 3080 j 3360 3640 3920 1 4200 4480 4760 5040 3000 a 94 9 Squ. ,9 5qu. ,9 5qu: 10 5qu, 11 5qu, 12 5qu, 13 5qu, I 5clu. 17 2125 2337.5 2550 2763 1 2800 3000 3200 3612 3825 17 12975 3272 3570 3640 3920 € 4200 4760 5057 5355 10"DIA 10"DIA 110"DIA 10" DIA 11" DIN 12"DIA 13" DIN TIT121A CJ 18 2125 2337,5 2550 2763 2800 3000 3200 ! 3825 4050 18 3150 3465 3570 3640 3920 j 4200 5040 5355 5670 4000 $9 5qu, 9"5qu. j 9" 5qu. 9"Squ. JIO" 5qu, II"5qu, 12" 5qu: 12" 5qu: N NOTE: DATE:JAN 08 fP161-E4 PNP 4A 5HOW5 AXIAL LOP05 FOR 1`05T 1 P5 DETAILED IN PLAN I,PLAN 2 AND PLAN 3%EEtf 1 AXIAL LOA25 SHALL 6E-T HE COM131WON OF DECK LOAP5 FROM TAGLE5 4 OR 4A 151-1,15 TIE SCALE:NONE FOR ALL PLAN I I CONFIGUP.A1101\15 AND PLAN 2 ANG PLAN 3 CONFIGUP.A1101\15 WHERE PANEL SPAN A ANPI3 AM EQUAL PATIO ENCLOSURE LOA125 DETERMINED FROM THE ENCL05URE ENGINEERING PACKAGE. AXIAL LOADS ON 05f 2- TAPULATED VALUE5 DIVIDED 6Y TWO CONCRETE PIER FOOfING5 THAT ARE FOUNDED LE55 THAN 18"6ELOW GP.APE SHALL 6E C- A DRAWN h7JG AY.IA,LOAD5 ON O5f 3- TAGU ATED\/A UE5 DIVIDED GY FOUR MINIMUM OF 18" X 18" Y,12"THICK. ORS Na, z z of s TAGLE DOE5 NOf INCLUDE ENCL05URE COLUMN LOAD5, fHE�CAN 6E 06TAINED FROM THE ENGINEEPJNG PACKAGE FOR T}-E ROOM c I NOTE: NM:PATIO DOOM LOAD REAPING LOP17 BEAJNG CC�,UMN J 0 i' LATEP,A.BRACING SHALL BE INSTALLED FOP DECK5 OVER 4'IN LAlfPAL BRACING SHALL BE IN5fALLED FOP DECK5 OVEP 4' IN HEIGNf PEP e o I HEIGHT PEP THE DETAL5 5HOWN ON 5HEEf 3.DECK5 OVEP 8'IN COLUMN CHAMPION PATIO DOOM CHAMPION PATIO DOOM M THE DECAL 5 SHOWN ON SHEET, DECKS WED B'IN HEIGHT PEQUIPE NEI NTP OUIPE 5PECIPJ_ENGINEEPING SPECIAL ENQWPING co ti 2X6 13PACIN6 ATTACHrP f0 THE DECK FRAMING WITH I Na. I/ 2"DIAMETEP 13OL1`5 EA. BEAM Af LEADWG EDGE ENG("W, Of DECK.SIZED PEP g DIME I L T5 50NUMBEP 20 = moo _ moo' z � � T POST 4X4 MIN PROVIDED DIPECLfY z ca z o z c, BLEOVV PATIO DOOMIN LOAF BEAP,ING Lo a z a 45" TO 60` Q, .D _v v v v COLUMN5 ILIxx. 0 2X6 MIN OF 4X4 KNEE - FOOTINGS . . BRACING AffP�GH D FOUNDATIONS PEP z POSE PEP DETAIL 6/5-3 'EP LOCAL THE LOCAL DIME51ONAL LUMWEP P05tPPWIDED CONCRETE PEP DIME510NA,LUMBER P05f PROVIDED DIMESIOIJAL LUMBER POSTPROVIDED OPV/5-3 ® `p" CODE DIPECLfY 13LEOW PATIO ROOM LOAF BEATING DIRECLTY 13LEOW PATIO DOOM LOAD PEARLING PROVIDE BLOCKING BETWEEN DIDECLTY BLEOW PATIO DOOM LOA7 REAPING BUILDING CODE U Z FOOTING OF OrITEP Y.-BRACES ASD ATTACH VJI7N I/ 2" � COLUMN5 ENGINEEPED COLUMNS COZUMN5 1 Z 4X4 MIN FOP DECI,5 UPTO 5'IN HEIGHT 4X4 MIN FOP DECK5 UPTO 5'IN HEIGHT DIAMEPEP THROUGH BOLTS 4X4 MIN FOP DECK5 UPfO 5'IN HEIGHT FOUNDATION SYSTEM 4X6 MIN FOP DECK5 UPfO 8'IN 061-If EXPENDING BELOW 4X6 MIN FOP DECK5 UPfO 8'IN HEIGHT' 4X6 MIN FOP DECK5 UpfO 8'IN HEIG If TS $ G ,` ,�, ••aaoneaaao`.p,S K-13P.ACI% ELEVA110N THE FR05TLINE OF y,-13pACIN6 ELFWION e KNFE f3PACIN6 PFfAIL c-3 C'3 THE LOCALITY,SEE DECK 5UPPOPT 90',E 25HEETI FOP 1/ 2"DIAMETEPTHROUGH PO5T 40AU PEQUIPRED 51ZE OF BOLT ' a PIED FOOTING BEAM 51_ZED PEP TABLE 3 OP 3A SHEET 2 BEAM SIZED PEP WLE'3.0 -3k. �> BEA ING�A 45' f0 60' fO 60- t ` BEAM BEAM e , te rJJ` a1��c►►°yy ;i +0p` l NOTCH 4X4BPRACEBEAM SHALL BE AfIACHED f0 ACCOMODATE 1/ 2"X6"MIN LAG SCREW BEAM SHALL BE AtTF�NED � �f0 POST NTH A MIN OF 2- TO POST WITH A MIN OF Z LAG YDEWS SECURING GRACE TO UNDERSIDE 1/ 2" DIAMMPTHPOUGH 7 n J OF BEAMS1/ 2 DIAMMPTN1OUGN u'05f 5HALL BE BGLfS BOLTS \ DIMEI�u101B p ZX6 ATTACHED T'O NOTCH 4X4 BRACE 4X4 MIN RECEIVE AN D PP05f 5HALL BE NOTCHED f0 FP.AMING MEMBED5 TO ACCOMODATEBEAJTING T' DECEIVE AN D pDWIDE FULL DECK SUFORT P05f WITH A I/ 2" THROUGH BOLTS 5/ 8"DIPME T EP THROUGH GOLT BEARING f0 TH E BEAM P05f 4X6 MIN DIAMETER BOLE AT POST 4X4 MIN vg EACH END LL 1 P05f,rO P3-AM COWC110N PffAI�I e P05T"1"O 13FAM CONNEC110N PETAL 2 e KNFF [VACING 12FfAI� OPTION I e KNFF [NACING t2MI� OPTION 2 W a 3 C'3 C,3 C 3 F BEAM COMP51ON OF 2 PIECE5 OF 2X P 0 DIMENSIONAL LUMBEP NAILED TOGETHER WTIH Q Z 12d NPJL5 c 6"Cl C TOP AND BOTTOM. EACH LU BEAM OR LEDGER 2X SHALL BE THE U1,LENGTH.BUff JOINTING BEAM BEAM 4X4 P05f MINIMUM 4Xa P05T MINIMUM OF MEMBEP5 5HA1,NOT BE PLLOWED WITHIN STAN DOFF POSE BASETHE BEAM 5PAN ANCHOPED TO CONCPETE Z °• ELEVATED P05f BA5E WITH 1/ 2"DIAMETEPr •° EMBEDDED IN CONCp.ETE ANCHOR MIN .O. °° ° °' ° O tl! O ° (} P05f CA'CONNECTING THE CONCRETE FOOTING CONCRETE F0011N6 Y o 0 19 BEAM f0 THE P05f ':t,�,.- �e't P05TCAP CONNECflNGTHE ao:;tet J015T 6i6„ o o U) 4X4 POSE MIN 4X4 P05f MIN BEAM TO END P05T METAL J015T HANGED 51ZED 6i 6 0 0 FOP J015f ° DATE:JAN DB eP051"t013PAM CONNECTION e�Nn P051"T"0 BEAM CONNECTION PML Io a 13 SCALE:NONE c-3 c-3 e P051 10 Pitt;P001 ING e P051 10 PIMP X001 ING 12 J0151 10 N�AI��p/I �nG�t; e NAMING PA1 TEpN POp NAIL n�i AIL 3 c 3 CONN�C110N PST"& I c 3 CONN�C1 ON PML 2 c COMC WN n�T" L c LAMINATE J 6FAM5 DRAWN BY:t:7JG DRG NO.C-3 3 OF WALL OF ENCLO5UPE A30VE 6-1/2" THICK 5TPUCTUPAL IN51,L� '"" "'�i�a��e CUT'FOAM PACK TO CEIVE 2/2X6 o WALL TP�ACK OF ENCLO5UPE PANEL ELOOp OVEPLAYEf7ai3$e`• 8d NAIL5 @ 6 .• ArrACHEn ro 2-2X6 uJ PT 053 SHEATHING QsQ'• , % 2/2X6 IN ENP PANEL, ATTTACH 5PLINE C/C TOP ANPCo go PEP PATIO f'OOM ENGINEERING � �'-•-; � � � PANEL TO 5PL INE WITH TWO # X 9" PAN HEAP ?°; IT M 30tTOM 4 I� =�- s ZY ;; .. POW5 Or 8P NAL-5 @ 6"Cl C OVERLAY 51P WITH 7/16" 053 4 #14 X 9" PAN HEAP 5CPEW5 ATTACHING EACH Z TOP/WP 30tTOM PUNIJING PEPTP NPICULAP.TO THE 5CPEW5 ATTACHING EACH PANEL TO GIPPER(11}' s.L ` EACH GIRPEP) =.,. y� ,•.,. - s� ,,, SIP PANELS TO GIPPED(TYP �' EACH GIPPED) •�` �. CAP ENP +reueseti OP PANEL �/ WITH ❑ ❑ ❑ OD ❑ ❑ ❑ O D ❑ ❑ ❑ O ❑ DO ❑ 1.5PCP p ❑ ❑ ❑ ❑ DDD ❑ D ❑ ❑ DO ❑ ❑ ❑ I Lu 'T ALUMINUM 0000 000000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DENSITY EPS COIL ❑ ❑ ❑ ❑ ❑ DDDDD D ❑ D ❑ ❑ ❑ ❑ ❑ ❑ FOAM ❑ D ❑ ❑ ❑ O ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ D ❑ CL It, ❑ ❑ D ❑ DD ❑ ❑ D ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ O O ❑ 10 � D ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ D ❑ D ❑ ❑ ❑ 2-16d ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ D ❑ ❑ DD ❑ ❑ ❑ � � 00000 ❑ ❑ ❑ ❑ O D D D D D D ❑ ❑ ❑ ❑ TOE-NAILS @ 000000000000 D ❑ D ❑ ❑ I Lu 5 16" C/C ❑ ❑ ❑ ❑ ❑ D ❑ D ❑ D ❑ ❑ 00 D ❑ D 2: C Ea �-- �/16" 053 I 0 z 2/2X6 5ECUPEP TOGETHEP WITH ALUMINUM SKIN I-I/2" CENTEP SEAM ! . Z POW5 8P NAIL5 @ 8"C/C ALUMINUM PROVIPE U5P P3 PNalL SIZED PEP SEAM At LEVI%EDGE TA3LE 3 OR 3A CONNECTING 22X6 IN5ERr5 e �ONCMPINAI, 5�CTION 5HOWIN6 5TUCTUFA- IN51A T FA � TO 2-2X6 CONNECTION b�T,�l� Or HECKSIZEPPEPTA3LE SHEETc-2 i 14 f0 3EAM ON 30TH SInES OF C-4 3 OR 3A SHEET C2 A PAID DOOM 0V 3EAP.IN6 COLUMN 1 1-1 211 MIN 3EAPINGPROVInEnTOPAIJEL C�, 51F PAN�� TO P M CONNECTION PM�5 I I NOfE: H' 22X6 5PLINE5 MU5T ENG AT THE FACE OF fHE WPJ L ANP 9-LA-IL BEAR ON TOP OF THE LEnCER. 2'l.12 LEnGER AffACHEP TO WALL Or 5#10 X 2" PECK 5CPEW5 WALL Or 3#10 X 2" PECK YPEWS fHE EXI5TING m WITH I EXISTING PEP PANEL EXISTING PEP PANEL No. 1/ 2"T WOUGH f3a-r STPUCTUPE #14X911 W00125CPEW5 @ 8" C/C STPUCTURE #I-4X9" WOOn 5CPEW5 @ 8" CIC OP LAG SCREW @ 24"Cl C CONNECTING PANEL TO 2X6 LEPGEP CONNECTING PANEL TO 2X6 LEPGEP TOP LAYEP Or 7116'' 053 Li Li Li Li Li Li Li Li TOP LAYEP Or 7116" 056 I D ❑ O D D D ❑ IN5TALLEP IN THE PIE-LP. p p p p p p p p IN5TALLEP IN THE PIELP, I q 3ANP 30AP.P 3ANP 30APP z OF EXI5TING ❑ ❑ D D ❑ ❑ 6-1/2" THICK 5IP Of EXISTING ❑ ❑ D ❑ ❑ 6-1/2" THICK 51P 5T}:UCTURE ❑ D ❑ D D ❑ D OVEPLAYEP WITH 5TPUCTUP.E ❑ D ❑ ❑ 1300 D OVEPLAYEP WITH 0 us 7116110513 7116'' 053 F I- EXI511NG JOIST 4 v CUT SACK POfTOM 2' 9" LONG 5ECfION5 OF 2X6 LEPGEP ATTACHED TO EXI5TING SKIN OF 5IP TO 51PUCTUPE WITH 2 No, 1/2" PIAMMV THPOUGH 3OLT OP LAG O ACCOMOPATE LEPGEP 5CPEW INTO 3ANP SEAM OP ENP5 OF J015T5. EACH LEPGEP WALL OF EXISTING 5HALL PUTT TO THE 2-2X6 IN5EPT5 IN THE 5IP PANELS Lu 5TP.UCTURE N CONTINUOU5 2X12 + 2X6 LEDGER ATTACHEP TO EXISTING 5TPUCTUI�WITH 1/2" CONTINUOU5 2X6 LEPGEP ATTACHEP TO v >- PIAMETEP THPOUGH 3OLT5 OP 1/2" X 7"LAG 5CPEW5 INTO 5TUP5 OP THE ENP5 OP WALL OP EX15fING EX15T1N6 51P.UCTUPE WITH I /2" 121AMESP � JOISTS PEP THE FASTENING 5CHEPULE TABLE 2 5HEET C-I. LAG 5CPEW5 SHALL HAVE 5TPUCTUIT THPOUGN 30LT5 OP 1/2" LAG 5CPEW5 IN A MINIMUM OF 3" EM3EPMENT INTO THE 5TUP OF,ENP5 OF J0155. LAG 5CI\EW5 ACCOPPANCE WITH THE FASTENING 5CHEPULE SHALL NOT'3E 5ECUPEP TO THE EXISTING 3ANP 30APP, WHEP.E A NEEP POP THI5 TA3LE 2 SHEET C-1,LAG 5CREW5 SHALL HAVE DATE:JAN 08 CONNEC110N APJ5E5 PETAIL 17/C-4 5HOULP 3E U11LIZEP, A MINIMUM OF 1-1/ 2" EM3EPMENT INTO SCALE:NONE THE LEPGEP 5HAL1- PPOVIPE A MINIMUM OF I-1/ 2'' 3EAPJNG t0 THE 51F PANEL SOUP W00P DRAWN BY:MJG 16 51P F�OOI; TO HOU5� COWC WN PFTAI� FOP, U51N6 2X12 -+- 2X6 �N26G , 17 1DRG NO.C-4 c- C-4 51p F�00P, TO HOU5� CONNECTION P�f& U51N6 A 2X6 -1- 2X6 �NnGFp5 4OF5 O O d! � M t'4 GENEP.AL NOTE5 AND 5PECIFICATION5 04 Al AT END PANEL IN5ERT 2/2X6 2/2X6 SPLINE CONNECTED TO EACH PANEL WITH 817n ANn ATTACH TO PANEL WITH 81 A.THE DESIGN OF THE 19IMEN51ONAL LUMBER MEMBERS ANI?CONNECTIONS HAVE BEEN M c� NAII.5 @ 6" C/C TOP AND NAIL5 @ 6" C/C TOP AND 130fTOM, 2X6'5 CONNECTED PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2000,2005 AND 2006 e y is TO EACH OTHER WITH 2 ROW5 OF 81 NAII-5 @ 8" Cl C INTEPNATIONAL FE51I?ENTlAL CODE5 ANI?ITN EI7 OF MA55ACHU5ETT5 5TATE 13UILOIN6 CGV,G, [XKTOM. ATTACH 2/2X6 5TA66EREf2 8,A MAXIMUM DESIGN HORIZONTAL WINE?LOAD OF 5OP5F WA5 U5ED IN THE I?E51GN OF THE DECK UNDER FRONT WALL TO 2/2X6 CONNECT ION5. 6-1/2" THICK 5TRUCTURAL IN5ULATED Z g L6 UN12ER SIDE WALL WITH 2-16d C.THE TERM"PATIO ROOM"IN THESE DP,AIMNGS REFERS 50LELYTO LIGHT GAUGE ALUMINUM � a L- NAILS PANEL WITH 7116'' 056 TOP AN12 FRAME 5TRUCRURE5 MANUFACTURED BY CHAMPION ENCLOSURE 5UPLIER5. THE5E DP.AWIN65 AZE 60TTOM 5KIN5 AND EP5 FOAM COPE ONLY VALID WHEN THE PATIO ROOM5 ARE CONSTRUCTED IN ACCORDANCE WITH THE CHAMPION 0) ENCLOU50,E 5UPPLIER5 PATIO ROOM ENGINEERING. a: >. v- me 2/2X6 INSERTS AT DECK PERIMETE 5 P.ALL SURFACES OF THE 5TRUCTU,AL INSULATED PANEL5 5NALL BE PROTECTED FROM EXPOSURE W IN ATTACHED TO 51P5 WITH 2 pOW5 OF TO WEATHER, THE BOTTOM OF THE STRUCTURAL INSULATED PANELS 5NA-1-INSTALLED AT A J LA 817 NAIL5 @ 6"C/C TOP AND MINIMUM OF 8"ABOVE GPADE, d f30TTOM MATERIALS Lu I. 5TRUCTUAL IN5ULATED PANELS 2X6 INSERT CUT 0: TO ALLOW 5TRUCTURAL INSULATED PANEL5 SHALL 13E 6-1/ 2"THICK MANUFACTURED BY CHAMPION C� ACCE55 FOR ENCLOSURE SUPPLIERS, THE PANEL CORE 15 A 5-5/ 8"THICK AFM CERTIFIED PERFORM GUARD 22X6 EXPANDED POLY5TYRENE WITH A DENSITY OF I.0 PCF THE TOP PANEL SKIN 15 1/ I6" O LONGITUDINAL EXP05URE 16ME 056. THE BOTTOM SKIN SHALL BE 1/ 16"EXPOSURE I CAMPE 05f3 WITH A INSERT 0.015" THICK ALUMINUM EXTERIOR SKIN, THE5E COMPONENT5 AIS BONDED WITH A STRUCTURAL ADHE5IVE, LTJ THE PANEL5 ARE 5' WIDE AND VARY IN LENGTH FROM 8'TO 20'. THE PANEL5 SHALL BE JOINED IN THE FIELD WITH 22X6 5PF#2 COR BETTER) DIMEN51ONAL LUMNBER I1\15ERT5, OPENIN65 SHALL NOT BE CUT IN THE PANEL 5KIN5, 2.19IMEN51ONAL LUMBER A.DIMENSIONAL LUMBER 5HALL BE DOUGLAS FIR,SOUTHERN PINE,NEM-FIR,5PF,PONDER05A s PINE,REDWOOD OR WE5TERN CEDAR. ALL DIMENSIONAL LUMBER SHALL BE GP.AVE#2 2-2X6 IN5ERf LEDGER CONNECTED TO MINIMUM. \ (f� HOU5E WALL.REFER TO B. DIMEN51ONAL LUMBER 5HALL BE TREATED FOR PREVENTION OF DECAY A5 REQURIED BY THE DETAIL 16/5-4 OR 11/5-4 GOVERNNG CODE OF THE LOCALITY. COPE FOR LEDGER DETAILS 5.FOUNDATIONS A. ALL CONCRETE PIER FOOTINGS SHALL BEAR ON LEVEL( WITHIN 1:12) UNDI5TURBED 501L OR APPROVED ENGINEERING FILL WITH A MINIMUM ALLOWABLE 501L BEAP.ING CAPACITY OF 212X6 INSERTED IN CAVITY IN 1000P5F.FOOIING5 5HALL EXTEND BELOW THE FR05f LINE OF THE LOCALITY. B.PROPRIETAP•Y FOUNDATION SYSTEMS MAY BE U5ED TO 5UPORf THE 51P FLOOR AND PAHO to 51P UNDER FRONT WALL OE 0 p Z ROOM SYSTEM PROVIDED THEY APE ENGINEERED TO SUPPORT ALL DESIGN LOADS FOR THE ENCLO5URE, INTERIOR 2/ PROJECT. � 4 F 2X6 5HALL BUTT AGAINST THE ,� m BUTT JOINT BETWEEN 2/2X6 5PLINE5 LONGITUDINAL 2/2X6 4.CONCRETE Z 4 L6 ATTACHED WITH 2-I6J NAIL5 INSERTED IN PANEL,THE A ALL CONCRETE 5NALL CONFORM TO ALL REQUIREMENT5 OF ACI 501 "5PECIFICATION5 FOR Q F- G7 STRUCTU.AL CONCRETE FOR BUILDINGS. a a W EXTERIOR 2X6 SHGALL 13E 0 a a CONTINUOU5 ALONG THE FACE B. ALL CONCRETE 5HA1-L HAVE A MINIMUM COMPRE551VE STRENGTH OF 5000 P51 AT 28 19AY5 W Z N OF THE PANEL AND WHERE EXP05EP TO THE EXTERIOR ENVIROMENT SHALL NAVE AN ENTP.AINED AlR CONTENT F' O p OF BETWEEN 4.5% TO I,O/. ' Q 18 pAN�� A55�MI3�Y n�1 AIDS C. ALL REINFORCING 5TEEL 5HALL CONFORM TO A5TM A615 60 K51 DMROM>ED BAR5 AND W C-4 A5TM A185 MESH. Z z H 1 0 0 5.FA5TENER5 i3 2 ,`��•,...u.s.iiej� - - ALL FA5TENER5 5HALL BE NOT-DIPPED GALVANIZED 5TEEL IMTH A MINIMUM ZINC COATING OF 0 2 •``° !f ®f t��i�rp0.85 OUNCE PER 5QUAV. FOOT v FW- �` ��` .• - A '' A. BOLT5 SHALL COMPLY TO AN51/A5ME STANDARD 8.18.2.1-1981. BOLTS SHALL BE FI D L O Z ��` .• `7 `'�� •y� p,��p G DIAMETER BOLT5 WITH A BENDING YIELD 5TRENGTN OF 10,000 P51. U1 uj hf L - v B.LAG SCREWS SHOULD BE GALVANI5ED 5TEEL WITH A MINIMUM BENDING YIELD STRENGTH OF M p' t 60,000P51. a C.WOOD 5CREW5 5HALL HAVE A MINIMUM BENDING YIELD 5TP.MNGTH OF 80,000 P51 DATE:JAN OS SCALE:NONE Sao ��:;"°^.; ,a•_ E`�" ��. 6.VAPOR BAP.RIER PROVIDE VAPOR BARRIERS MANDATED BY CODE BUT AT A MINIMUM E51 MCOMMEN195 A 6MIL DRAWN BY:MJG ' e• Y POLYETHYLENE VAPOR BARRIER DRG NO.GS SOFS M C� �,rn 545" 08' 2. 1.603" 1..4a„ - Z CO 00 498' 0 2.625" _4 0 6.5 2.500" I r- Cn '2 M _W " —� a n .08" w T 6.000" C> 00 6.442' C 0 00i00 n oo M N Lo c\j Lo � `° ALUMINUM 51LL 5 --Ij z a Ln o .08" 0 0.1" w 3 o z o 0.1" 1.680 0 c Q i 51LL INI5FI?r io I ALUMINIUM COpNIFe COLLIMN ALUMINIUM PANEL NANIGCp PASS � ALUMINUM 1-5�CnON p00F PRAM 0 ALI_INIINILIM 13A5� Ems � .2z ,z uo 2.00" 1.00"I ! ! .38 + r— , � I 0. 20 I i Lo f —1 .08" I I I i I i I j 0.095 i 5A5N li 151?( Ii ; M I 4.298 n •s �� � ; n _ u'i I m — M cc I 0.814 —� 0.080" I ° I O 0.200 — 0.08o zwo 0- J i.285 d Fr Q I Qso j ALUMINUM CEN1�p MLILLION ALLIMIHLIM 10,00Ff MEL LL r-A5CALUMINUM CFAIJNCi WALL HFAP F ALUMINIUM NFAbFe fop � iNII�pLOCY.INI5�e1 1� � �=M Q Q U 6.00" Ln cn — 6.00" I p r - If < ro _ M__ _ _. .m___ _.___^.__ . S n o 1 �I co _ I co clj _.....ic9 ap .......... O .,4,4F�Et,� — __- ..___...._.__...; DATE: FEB 2002 1 64" 1�_n c2„ I 3.64 --j 0.52' 1.48" ' t :�,`p�- `s`f,',P S--ALE: NTS 3. DONALD civ I G /G�''V LI IP`I�CL��I'. 1 AWN 3Y: MJG 1 �a / .''l �ICnI?� �/./INInOUV l'f QNIC `�/I�.IYL 1%��7!? 1MNI7r"I(1/ �,,:;� `f VFl If II11TULr_II_i. i r, i l� :''." n,r Psi �`�`' - iii�lrL roof wlr.lnnu�i�,. ,r.n� I� II 1 �� w�_ :G N0. � � ; 1 OF 5 U o0 ROOM PPO.IECfION I GEAM pep 3 2#10 X li Z"faG z Q � ROOM vInWTH r.I01E: PANEL SpANI AIY COMM NATION!Gr WOOR5, �j #10 X I/2"SMS 3 5/�"Op'o"POG- 24"C/C I tllvlGE;.FIWCE GE:WI 15 ' i j 24"Cl C r&G PA.NIEL AArd00 A15,TPANISOMS PN10 YJJEE SEE TAME 15 EEf 5 FOR REFER f0 TAMP-5`.HEEf 5 c , 5"a �/ FA50A.PEP 7 WPLL5 MAY CF U:EO POVIGEI? ALLOINA3LE 5'AI5 For SIZES SPECIFIEW rIEI6R(ANIO 5PALIN6 — UMIfmow5 ARE AvK,RE 19 f0. �f I / i n u n 5"� 1 / / / n 2 4 2 �c•I``�� 3-5/4"GR 6" 8 4 5-� EXI5fINC a 5ANJVMCN PANEL POG- 5-5 5-3 ! (/ 5fTPLLrUFE (/) N CENHEP MLILLION PER 6 REAPING WALL MULLION _ GE51607 Pop 40 P`F c I'max i HORIZONTAL LOAt7 ANW I I ( I MAXIMUM AXIAL LOAD COVEpNIEW GAkC110N PER 4 O CENTER MLI-LION REP 6 K, 1vII`Kuvm:wt9Ow VINYL POOR ? VINYL IMNPOW JVIAL WINIWOW VINYL WOOp VNYL POOR VINYL WIIJWOW REFER TO-FAME 5 FCR � I UNIT ( UNIT DY ROOF PANEL CAPACITY 4#10 X 5/4"@ COLUMN W1TN U � g j #10x1/2"5M5@6"c/c #10X5/4"5M5@24"c/c TO z v LOJIT WN!f UNIT llNlf ! . ALL04VAGLE NEIGHf,SPACING ANP I y II W ' I ! ! WIND LOAD COMGINIA110N FOR a ! /'MTH 5 AT COLUMN UFfo 20PSF HORJZ WW LOAD pANEL/TRANSOM FRAME 0 - I #10 x I/2"5M5 @ 4"c/c 1 5 } I! 5 I ( NoN-GEAPINC WALL MI.WoN ,/ CENIfEP,c01 UMN REP 6 Z 0 12�� ' 1p /ri I /IMTN 5 Af COLUMN II°t0�GpSF NO?IZ MND LOAl7 (WON-AXIAL I OAh PEAPJNG) O CL WALL 5-!5 I KNEE WALL ( j KNEE WALL ! + I KNEE WALL j/,// I n- t e -WALL TO p00� CONN�C110N C�rAIL I KNEE Q _ COPNIEP COLUMN PEP 1 I— 91 MAX B'MAX g'MAX—, J/ 3#!O X 3/4"5M5 PER PANEL f&6(6 rorm PLU5 FA4CIA PER 7 U N g'MAX --,� &'MAX --�`-- 8'MAX - — 8 'InN COLUMN DE51ChJED FOP 40 P`.F ???f C--OLUMN 5PACINC COLUMN SPACING COLUMN 5PACINIC ! #!O X 5/4"5M5 @I-OWI T&G?O P5F CCLLIMNI SPPCINIC COLUMN!5PACINC COLUMN SPP.CINC COLUMN 5PACINC HGPIZONIfAL LOAD PdJW HOpIZOiJfAL LOAD(2 TOTAL) PAAX Room WIWTH WETEPhAINIEW GY ALLOWAGLE PANEL SPAN5 MA,(IMUM AXIAL A5 COVEI?NIED '2#10X5/4"5M5 ree I-REAM r 40 PSF i f OGF PANEL CAPPCIfIE5 HOOZONTAL LOAD(4 fOfPL) j PATIO �f ICLCSUp� �p01�1 I �LCVRI10N p,gTIC �I�.ICL05Up� �'P..O�IT�L�VATION ' `l� G �1 Yri 1 FGRi'AASCNI,:1 SfPIICn�:ES ��.... °+r►p =(rly(LIRE I 4 NIC I' t" 2"_ridFlC P.IAr�ll'.I .<•'��Q4� 0c& "1", I NCNCRS 'PCIr•I6/=T;rl'v'%"F �`r�'���'•' I' E;(ISfINu S(ktC(u E ? NO COVER,COhINEC11.6 ROOF !— Wr'LL Cr�'tr6 5 ILI tl!F NLV rim'n r:+IP,SON!F r,vALL i Fr.•RT!Mr;F?F-�MEW5TPL�"IFEs / / ' /Ico .Ef5 2 CF 2i•Ia.5 101. i SCk W5 Af fACHINLi ME . n0?CGF i �5 /IL,-,Fo- r1N!Ec lor! ROOF-IW iEGEAPh 51 �7 rTNL ,a�n..� cr RCG-161El.1.'% FERE'i�Vr-; -hfC':1''r =TRL;%1"2E I^ I i��' �•�• °P6, �`' I ' - r E;'15fIhIC'A/ALL PGS".roc:E G3;id'ILESJ i w1, '� it >• FCP;;f(�CHiAE7l'f TU flldGE,:Fk',.rbiEG'!JrL�'?G'iIL;E �� ! j ( ISS'^CIPIC ME 5eCTIG'NI 2 SHEEP 5!2 T1� � n F FOP Aff t.,l•IMErdf f0 j ! — I: ?"Y""Zi{fvlAC i IAILIh`I Ai•,ICNOfS � A;WALL C-V#I L ! v ! �I 7 iNE FOLLOWING 5PA0NIC APPLIES fO GCM C/\SE5: O I ! 4"OR 6' THIO,PATIO COVER O I LOAD GEARINICJ ! (LOAD GEARO.IC) :'.OGr 106E i 5, I m 2411 c/ ^GP`F HCRIZONIfAL IMAM ARES. z I f POGF 5TRLCfUFE I — I?1611 c!c? 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ROOF RI:ACfION LOAI?5(pLF)AT ROOF SL1PpORfS THC LOA GCAI?INC COLUMNIS HAVE GCCNI DCSiCIJCD TO VUITNSfAND A 30p5r NORIZONfAL V1lIJD N LOA[2 AND 11�C MAXIMUM AXIAL LOAl2 Or 3744LG5 INI THC COMGINIATIOIJS PCCIFIED IN THE PANEL ROOF LOPJ2+/ (p5F) 1999 COCA, 1997 UGC,7th Ed Or TNC MA55ACHU5Cff5 5TATE C-1,111,1211\16 CODIGD E,2000 C ANo SpMI 10 15 20 25 30 35 ;2��56.� 0 45 50 55 60 65 75 85 90 2005 IGC, 2006 NY 5TATC RC5IDEPJTIPJ COPE,2006 IGC fuND 2005 OHIO GUIL[2INJC C012E5, _ (FT) fRGLr 3: PLLOWPGLC WIND PRE55LIRC FOR NON-AXIAL LOPIJ' r2FAFINC CEIhITCR MULL10N15 �,TI IIS ALUMINUM rpAMCD PATIO ENCLOSUr?C WILL GC CLAD VVITI I VINYL 51JAP ON COVCI'S, r0I? Cly 10 65 9O 115 140 165 19015 240 265 290 315 340 390 440 465 pURp05C5 Or CLARITY TNC VINIYL COVER5 NAVE NOf GCENI 5NOVViJ ONI THE r>RAWI I COLUMN COLUMN I-ICICI-If 4.fIf VINYL VVINDOW AND[2001?rRAMC5 AMID�MCIR CONNECTION TO TNC ALUMINUM FPAMC NAVE U v II 71.5 99 1265 154 181.5 209 264 291,5 319 396,5 374 429 SpACINC (rf) GCEIJ DCSICNIC[2 G`(VGp,OAK.LANID,IJJ FOR A 30p5F WIN[2 LOV, z 12 78 108 138 168 198 228 258 288 318 348 378 908 468 (rT) 8 9 10 IZ 13 5.MIS PATIO ENCLOSLIRC CAN GC COIJ5fRUCTCI2 ON TIMGER rl',AMCD DCCK.5 PROVIDED•MC 17CCK. W ANP IT5 FOOTINGS HAVE GCCNI pRGPCRL`(ENGINEERED f0 SAPEL`(CARR'('MC ENCLOSURE PJ 112 Z 13 84.5 IIT 149,5 182 2145 247 279.5 312 344,5 377 409,5 442 4 50 30 30 30 30 30 17CCI517C51CN 0AP 5, o 14 91 126 161 196 231 266 301 336 371 406 6 30 30 30 37 32 27 6,tN15 ENCLOLISRC 5Y5fCM IS UMI1EL fO RCCRCATIONI ANI[2 OUTDOOR 1_1\111\16 PURPO ES AIJI715 IJOf TO GE LISCD P,5 P.CPJ?POF:f,GFJ P�iC GR I IAGITPGI.0 ROOF/1. Q f5 975 135 172,5 210 247,5 285 322,5 360 397.5 8 30 30 38 30 25 20 = 16 104 14lf 184 224 264 304 344 TNGLE INCLUDES ROOF PANEL DEAD LOAD5 MIATEIJ,AL5 U 110,5 155 1955 238 280,5 323A. 17 A, Pi L r00fIIJGS SN/iLL GCPJ?ON LE\/CL( WIMINI L12) UIJ[2ISfURGCl2 SOIL ORAPpROVED 18 117 162 207 252 297 CNCINECRINC FILL VVITH AN ALLOWAGLC 501E GCARINIG,CAPA,CI11'OF 1000P5F,F00TINC5 51 IALL 1 nv fl -CLOW THE K05T UNC OF THE LOCP,LITY. 19 123.5 I 111 218.5 266 20 130 180 '30 CONJCRCTE A AIL COHCRCfC SHALL COHFORM TO ALL,RCF;UV MENIfS OF P.C!301 11SPECIFI�ASIOi IS rGp. IVLC INCLUPE5 ROOF PANEL DEAR LOA125 SfRLICTIIRAL(-ONC�EfE POP GUIL[2INC6, TAGLI'. 4:COLUNINI LipLIFf LOPJ25(LGS) 1NGLC 5 CONY'12;RCOLIIRCI%SIZE Or RI[2CC GCAMi 6. ALL CONCRC fC SIdALI.HA\/C A MINIMUM COMPRESSIVE STRE1"IC11 I Or 3000 p51 P,T 28 f2/;(5 n" �, fAGU: RCOLIIPrl2 5L7E 01= RII2CC GCRNI PAl ICL COLUMP•I nIN1D U Urf PRES;U.L p,' gNl[2 1AMERC 05CD TO fNC EST RIOT:-NVIROMCNt":NAIdIrPJla�l%rJ OiJiiJf �PAJ'J Sp;=ill JC !O 15 20 25 50 3� PANEL ROOF pP;NEL ROOF RICCE GEAM S�AhI(Ff) OF GC NUCEI`J 4.5% TO'.0 . R!f'CE GEAM'Ai l`rf) C Fr r- SpAIJ L1OF CAP 5PANI L0� C, ALL REINFORClJ\6 V.IL 5NALL CO' 11 'f0 PSTIVi A6I5 60 KSI PVP.OMCi2 GAR5 ANI2 10 140 740 340 440 540 640 (rf) (Ff) 10 12 14 16 18 UT) (FT) 10 2 14 16 18 PSThA Ai85 MESH, FC5 2 FC5 2 FC5 -PCS FC5 -'FC5 PC 2 r' S 2 PC: 10 6 210 360 510 660 810 960 8 45 c F� c 7 �" VL 11.25"LVL L\n 4"LVL 14"IA_ 5fRUl__lr IRk1.PI"UMINU6/ 2 C5 2 FC5 7 FC5 7"C5 2!'C5 2 FCS A,/L; ,'ITRU51ONI5 5HALL GE A,6063=f6 FvUPidNIUNI pR0'/Il'CI7 GY NCL05URE SUppUCRS 10 8 280 480 680 680 1080 1280 FV Lvl. _PCF2PC5 IIPC5 LVL �y" 5� `'�' �5" 2y' `" INCOR OR(AfI:D, o.�5 C 7511 ?r- L LVI. _ L1 L II. L A. I_. I+A. LVL IL LVL 12 f68 288 408 528 648 768 C 5 2 PC5 Z FC 6S 2 PC5 2 PC5 2 FC5 2 PC5 2 PC5 c „ . may„ .,5 G w°LVL 75"I.vl, U.25"I.vl. 14"Lvl. 14"Lvl. 16"LVL G.ROOF ANELS HIALL GE 6 THICK SANIDUVICN pAMIELS MANUFACTURED G`(CNICL05LIR l.vl- , 2 Fc5 SLIPPLIERS INCORpORfATCD.THE PANEL CORE 5NALL GC CXPANDCD PO'LY5fYRCNC WITH A Q 12 6 252 432 612 792 972 1152 75 2='C% 2 PCs 2 Fc5 2 FC5 z Fc5PC5 PC" " 14"L\4. 75 113F"L'.�, 11.25"LVL 14"LVL I<t"LVL 16"l.Vl- [2CNI5ITY OF 1.5 PCF, TI"IC pANIELfOp AIJD GOfTOM 51:1115 5NALL GE 0,024"ALUiv1 N 1 J �12 336 576 816 956 1296 1536 Ln 0-1 PC5 z FC ^"G 85 2 PC5 2 PG 2 FC5 2 FC5 2I'C5 5NCC11HINC(3105 1374. P-tn,,AA'fIVCLYfHC PANELS 51�J L NAVE A 0.024"PJ UPnINUhn 0 � 0O 14°Lvl. n?5"LVL 14"LVL ib"LVI. 18"LVL GOffOM SKIN AND P,7/16'' 05GTOP 51JNI.THC PANELS 5NALL GE A MAXIMUM OF TNREC rCEf C) , 196 336 476 616 756 896 5 7 PC5 7 PC5 _FC5 a 2 PC5 2 PC5 2 PC5 2 Fc5 = I Z 2 Fc. - 7 2 PC5 � ) WIDE AMID SMALL GE SLOfTCD GCTWCI:I J AL 6063 T6 I-GEAMS. m o 9 45 c 7y"LyL a��' I VL 9?y"LVL ILZS"LVL 19 L\L 45 7y"LVL 9 7y"LVL II?5"LVL 14"LVI. 19"I.VI. Q z m Q 14 6 294 504 714 924 1134 1344 2 PC5 2 FC5 2 FC5 2 FC5 2 PC5 2 FC5 Z I'CS Ui 2 PC5 2 PC5 2 PC5 I. 55 g•25 1-\/L 11.2f'1, 14" A. I"I.1h 16"LVL 5CRCW5 - C7 14 392 672 952 12&2 1512 1792 55 9.25"LVL 9.25"L/L 11.25"IA 14' LVL I f LVL � 2 PC5 _77-5 FCS Z FC5 2 PC5 2 FC5 z F�5 Z FC5 2 FC5 FC5a.5HCET METAL 5CRCW5 5HALL GC 5fAINLC55 5TCCL,ZINC PLA(Cl2,6PLVANEN2 5TCCL OR LLJ z Q z0 0 224 "784 544 704 864 1024 65 ra7y"LVI.9?r" n 14"L\A, 14"L\/I. 65 II 'S"LVL ILZS"WL 14"LVL 14"I.VI, 16"LVI. 20244f ALUMINIUM U C_J - J 16 .4 -• I, l 11.2 LVL y 7 PC5 2 PC5 2 PC5 2 PC5 2 PC5 Z PC5 2 FC52 PC5 �FC5 2 FC: 75 .;y 7y L�/L Ids'I vl I� G.LA,;7�RCW5 SNOUhD GC CALVPJJISED SfCEL WIfN A MINIMUM GENDINIC,`(ICLI7 5TI?CIJCEN Or a U 16 6 336 576 816 1056 1296 1536 75 ll.z5"LVL u.z5"LVL 14"1'/I 14' LVL 16' LVL .V. 11.- IA. 18'LUL 60,000P51, LA( 5CREW5 5NALL HAVC A MINIMUM CIv1GE[2I7MCNIT 12Epfl'I Or 6 X LAC SCREW z � _ � 2 PC5 2 PC5 2 PC5 2 FC5 2 PC5 85 2 PC5 2 PC5 Z PC5 2 FC5 2 PC5 - 16 8 448 768 1088 1408 1728 2046 85 y 14"LVL i4"LVL 16"LVL ��' 1 VI fl?5"LVL 14' INN, 16"LVL IB"LVL DIAMETER � Ln U z 11.25 LVL 11.2' LVL 2 PC5 2 FC5 2 FC5 2 PC5 2 PC5 C.VVOOI7 5CRCW5.5HALL HAVE A MINI GCNII2ING YICL[2 STRCNG,M Or 80,000 p51 J 10 2 FC5 2 FC5 2 FC5 Z FC5 2 PC5 13 a , 2," 18 4 252 432 612 792 972 45 9 25"LVL 9 7y' LVL 45 _5 L/L 9.25"u/L 11.<5 LVL 14°Lvl. I4 1.v1- V.CONICRCTC ANCHORS hIALL GE ZAMAC NIAiLIN ANChIORS WI1N STAINLESS STCCL NAIL OR m L25"LVI I4' LVL I ",LVI 2 FC5 2 PC5 2 FC5 2 FC5 2 PC5 ~ Z FC5 2 PC5 Z PC5 Z PC5 2 I C5 18 6 378 648 918 1188 1458 55 9.25"LVL 11.25"LVL 11.25"LVL <i"LVL 14"LVL 55 9,25"LVI- 11,25"1,/& 14"LVL 14"LVL 16"LVL T F 2 PC5 2 FC5 2 PC5 Z PC5 2 PC5 2 PC5 ` `' � Of<II►p��A,�,f 18 8 504 864 1224 1584 1944 65 2 PC5 2 PC5 - C5 2 FC5 "fj �� 65 I�y"!.`/i. 11.25 LVL I�r"LVL 16"LVI. 16"I VI. a I r 2 , 11.25"LVL 14"L\/L I6 LVL ' t II.2."./ Ii._5 /L ' "� DATE: AN 20 20 4 280 480 680 Z PC5 __7_71 2 FC5 r 2 PC5 2 PC5 Z PC5 2 F 5 2 PC5 _�� � �'r 75 FFCS PC5 a VL 77 11 7 Ni, 11.25"1 V1 a"LVL Ir"1.'/I. If"0/1. Q; �±}M1Ai..'63 SCALE NONE OB 20 6 420 720 1020 2 r 15 2 FC5 2 fC5 "C5 2 FC5 = '.'l 1� •"` 2 PC5 Z FC5 'FC5 Z PC5 C I C5 85 �b 85 �y„ "L!/L 16"L'✓L 16' "VL I h 14"I A �' L/I, IC^ L A. LVI. ^ ca m car, DRAWN BY: MJG y60 e' O 1360 II._. /I. II,�S' Lvl. ' _O 8 �' fRGLC INICLU[2C5 ROOT PANEL DEAD LOAI75 T HGLI:GPSCI2 ONI SOLI IERP.I pll`.IC No.I GRADE[2IIViCPJ510i U L LUIViGER i�fJD DRG No. 5 1.75"hd fhllCl ;C 19C iJdC'OLLAIV LVL vY 1-i u-,JOI5f s OF 5 U5C WULAfCl7 VALLe5 FOR UPLIrf 0,425 Oil CCNTCR CaLIM11J5 �a M U5C 1/2 OF THE fAGULATEI2VALUC5 FOR UPLIFTL0AD5 OGN CORNER COL�UMdJ5 TOTAL LOAD DCFLCCTION.I 1-IIVIltP TO L/240 oas6t� a'° ,yti ..�� .�.7 NORTH TO" of 4 over Q Wirl No. a d D * _ 71— 0 LA E - dover, Mass., COCKICMEWICK yIt. A004TED PPa\ "`C qS E BOARD OF HEALTH Food/Kitchen PER Septic System M-. IT T F � BUILDING INSPECTOR THISCERTIFIES THAT........ .P.k ."/....... .> .. !!: ......................................................................................... ...... Foundation has permission to erect........................................ buildings on .../0..... �. � !'4 ....okfv.............................. Rough- ` R..r.........�?.................... 2 ,�� � V i'V/'t� . ?'�..................... ..... . ... Chimney to be occupied as................. G r�rs7�,r. � ........ .........)c.../. provided that the person accepting this permit shall in every respect 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 Buildings in the Town of North Andover. PLUMBING INSPECTOR I VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION ST TS Rough ......................................................... ...................... Service BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR " Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT' Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.