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i�, - �. . ._ - - - ����, �- ,� ,, ,� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TOWN O 71 r n s Map-*". ap CO 0, Parcel; 0.20 Application 1 Health Division Date Issued Conservation Division % Application Fee Planning Dept. , Permit Feel DID; I ��, ' Date Definitive Plan Approved by Planning Board �? Historic - OKH Preservation/ Hyannis Project Street Address Village n7l e-1T Owner, /wA!�LiU 4--641ZoL YR f T� -o&-JAddress M I/ j 6oL t5;- S7" �J> IJ��✓,Rue y Telephone ? 2-70 Permit Request Agga�. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatioe --Construction Type Lot Size a Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family (# units) Age of Existing Structure 1Y G r- Historic House: ❑Yes .4 No On Old King's Highway: ❑Yes .L1 No Basement Type:9 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1/76 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No . Fireplaces: Existing New Existing wood/coal stove: ❑YesX No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ted - Telephone Number Address _ P6 66X /6 , cOT74 !T/44 License # 6SF�4- - 065 38 won SOV% it Home Improvement Contractor# /24� go �- t, , a e-�,ew, coqas f- fi ge Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `DATE-- — -� � i FOR OFFICIAL USE ONLY APPLICATION# -DATE ISSUED N MAP/.PARCEL NO. x f Y:. ADDRESS VILLAGE - OWNER t• DATE OF INSPECTION: FRAME, i *r i INSULATION : k FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: _ ROUGH FINAL r,. FINAL BUILDING .�Ilo, i DATE CLOSED OUT ASSOCIATION PLAN NO. 1 r IAa Como ommalth of-Massachuseft , Deparhaent of lneksfiial Accidents - 0YWe o,f mles'tigations 600 Tf'aykingfon Street Boston,,M,142}1f wmv.mass:go-/dia Workers' Campensatiun Insurance Affidavit:Builders/ContmcfnrslEiec.tricians/Mttmhers Applicant Information pa Please Print Legibly Name( Organizafion&&vidnat): j5I-p-- Address: / o Gx-"C 1,6 city/state/zip: C�-,D� /7-- 14,7?4 0263SPhone it �� -36-17 2l Are you an employer?Check the appropriate box: Type of project(required): 1.kq-Tam a employer with 4. ❑ I am a Viral cxmtractor and I '6_ New cwmtrtrction employees{full andlorgatt rme}* havehired the sub-contractors. 2_❑ I am a sole proprietor or partner- listed on the attached sheet 7.,>J Remodeling These sub-contractors have ship and have no employees � S_ ❑Demolition w for mein an c ci c employees and have workers offing y � � l 9. ❑Building addition ' [No.workers' comp,insurance comp-insurafl�_ 5. ❑ Vice area corporation and its 10.[]Electrical repairs or additions required]3.❑ I am a homem ner doing all work offiicers have exercised their ILL]Plumbing repairs or additions myself[No workers'comp right of exemption per MGL 12_❑Roof repairs insurance required.]F c.152, §1(4),and we crave no employees_[No workers' 13_.❑Other comp-insurance required-]' *Any appUctnt that checks box#1 tmmst also fill out the section below shooting rhea workers'compensadion police infflrmxtiO* 1'Homeowners who submit this affidavit indicating they are doing sll work and&Lea bire outside contractors rm submit a new affidavit indicating sacb- t-Coatcacmrs thst check this floc[most attar t an additional sheet showing the name of the sdh-moors and state whither or not these enuti�have employees. if the suVconttactuts hwe employees,they most pmvide their workers'comp.policy number. I am an employer that isptm�id&,g tt�orkers'compensa on insurance for my employees. BeZotr is Ste policy anal job site informatiom Insurance Company Name: Policy#or Self-ins.Lic.4: ExpirationDate: Job Site Address: 2?3� Z-10—fW f Cit),MateMp: 6-,)�a" Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure"coverage as requiredunder Section.25A of MGL c. 152 can lead to the imposition of-criminal penalties of a fine up to$1,500.00 andlor one pearimpr song as well as civil penalties in the f nm of a STOP WORE:ORDER,and a fine of up to$250-00 a day against the violator. Be advised that a copy of this statement may be fx warded to the Office of Investigations of the DIA for insurance coverage y-erificatitm_ I do hereby certify it es o e inforrrtation pratzded abos a fs lace and.correct- i Si. lure: Date- I Phone T#- 2;i��-%7 24 L C1jcial tree only. Do not write in this area,to be completed by city or town offictaL City or Town: PermitUcense If Lssuing Authority(circle one): 1.Board of Health 2.Building Department 3.City1rowu Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cert ficate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 11ie affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be are that the affidavit is complete and printed legibly. The Department has provided a space at th e bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition; an applicant that must submit multiple penaitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations III (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is oa file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Dega-tment of Industrial Accidents office of kvestigadoas 600 Washington Suet Boston.,MA 02111 Tel.#617-727-4900 W 406 or 1-377-MASSAFE Revised 4-24-07 Fax#617-727-7749 w .inas&gov/dia MMfDD CERTIFICATE .OF LIABILITY INSURANCE DATE 111/20/YYYY) 1211/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: tf the certificate holder is an ADDITIONAL INSURED,the pol-Icy(ies)must be endorsed. If SUBROGA11ON IS WAIVED,subject to the tents and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER NA : German Insurance Agency. PHONE FAX 908 Main Street 508 428-9194 A1C No:508 28-3068 Osterville,MA 02655 ADDR INURE S AFFORDING COVERAGE NAIC# INSURER A:SAFETY INS CO INSURED INSURER B: Peter D Field Po Box 16 INSURER C: Cotuit,MA 02635 INSURER D. AIM Mutual Ins.Co. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY MID LIMITS A GENERAL LIABILITY BMA0020384 !21 92 14 EACH OCCURRENCE $ 1,000,000 x COMMERCIAL GENERAL LIABILITY DAMAGERENTED MISE a occurrence) $ CLAIMS-MADE OCCUR MED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GEHL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC $ AUTOP40BILE LIABILITY J COMBINED SINGLE LIMIT a cctiem ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ALTOS �' NON-OWNED PROPERTY DAMAGE $ HIREDALTOS AUTOS eraccide $ UMBRELLA UAS OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION S $ D WORKERS COMPENSATION AWC40070237842013A 5/16/2013 5/16/2014 WC STATU oTH AND EMPLOYERS'LABILITY Y 1 N ANY PROPRIETORIPARTNERlEXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 1tH,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Peter D.Field THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Po Box 16 ACCORDANCE WITH THE POLICY PROVISIONS. Cotuit,MA 02635 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD �TME Town of Barnstable Regulatory Services ELARNSM* cress. Richard Richard V.Scali,Interim Director N+p►y" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder NLb t—AT IAz�k-S'CJ , as Owner of the subject property hereby authorize__ BED] 2:p n to act on ay behalf, in all matters relative to work authorized by this building permit AIA (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. z.. � Signature o caner ignature ofApphc Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 10113 Regulatory Services �t Richard V.Scali,Interim Director " Building Division 4 Tom Perry,Building Commissioner s�KASS. s. # Hyannis,MA 02601 ss 200 M Street, ain z639 �� Atopt www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE: village JOB LOCATION: street number "HOMEOWNER": home phone# work phone# name CURRENT MAILING ADDRESS: state zip code city/town ts or less and The current exemption for"house_ owners"was extended to incluess a license, de own cu olvidewelat tehsof V is as supervlsoor• ow homeowners to engage an individual for hue who does not DEFINITION OF HOMEOWNER re ,or is intended to be a Persons)who owns a parcel of land on which he/she resides or intends to re reside, whicirh'emeA pe son who constructs, e more one and/ors. family dwelling, attached or detached structures accessory to such use shall a two-Yea] period shall not be considered a homeowner• e Such " such work'performed under der thee buildingOermitl (Sectio on a n home m Y acceptable to the Building Official,that he/she shall be res onsib . 109.1.1) applicable codes, e undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other bylaws,rules and regulations. The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requiremen . Signature of Homeowner Appioval of Building Official uired to comply with the State Building Code Note: Three-family dwellings containing 35,000 cubic feet or larger will be req Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Co de states that: "Any homeowner performing work for which a building permit ovided that if the homeowner 109 from the provisions of this section(u htv°o that such Homeowner sh ll act as supervisor.." engages a person(s)for hire to do s Su ervisors,Section 2.15) This lack of awareness often . Man homeowners who use this exemption are unaethat they are assuming the responsibilities of a supervisor Y (see Appendix Q,Rules&Regulations for Licensing ConstructionPpersons ems . articularly when the homeowner hires unlicensed he homeowner acting o s Supervisorur Board s cannot, results in serious problems,p proceed against the unlicensed person as it would with a licensed Supervisor. ties require,as part o ultimately responsible. �. mun y.com To en sure that the homeowner is fully aware of his/her responsibilities, the responsibilities ties of a1Supervisor. On the last page Permit application,that the homeowner certify that he/she understands of this issue is a form currently used by several towns. You may care t amend and adopt such aform/certification for use in your community- _permit forms\EXPRESS.doc a Y Revised 061313 �N 9 Massachusetts -Des;arisrent of p =iylie spa er 30�r O;BuHding Regulations atnci ra^cla:�s Construction Supen isor i & '?SamiN License: CSFA-065638 PETER D FIELD - PO BOX 16 r COTUIT MA 02635 Commisisone''r` 07/15/2015 Office of Consumer Affairs &Business Regulation- Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation Home Consumer Home Improvement Contracting HIC Registration Complaints Registration# 120362 Home Improvement Contractor Registrant PETER FIELD BUILDING & RESTORATION Registration Home Page Name PETER FIELD Address P. O. BOX 16 City, State Zip COTUIT, MA 02635 Expiration Date 11/30/2015 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search http://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=20324 12/19/2013 i --- -LSIIL- ILLS -- - a �t r .. -, s only Any other use is Preliminary plans and layouts by D.C.D_are for the use of their customer . r 7CCi-11Gt'-CiL-1. � :Fser�v.��irZ. .7 11 _ r` ---tA-LUAMA LIZ i 1 i I i ' . I � ,I ILIVING,ROC*A cA,N•cl� I ( po 1A i" I Q I � '1�IlCA-0.1..7U!l BLrKA?C.tT(L� I I LLVEL'G1fZ1pLE: � Z O I � � to I O I 2 v lr3- I I 24�, O i SC v � 5 I. N i 0 o \YT2i2CS1CA`JSA16R"SgvA�--�, W 7Lkv..LOut T; wt .. 3 0!. 3,.p... 3,�_...- 3.6 —may Q c o—. cc .., ----- -- --------- — .. I .; Al .------.._M.0._ Re I I II ' ml i I I � I m I F3c_f7lZOdF1C-_— N i O .. -i1yIN��TL00�iC'—PafllTy. i I j �i I i. r c 24 . 1X\ . i wYex a�rnv-- I , I i ' _..... - --.... —_._._ _ —2xGGt z�_JdTST y 2xs4 ct —C. 3 ST i S'UM\Qr/-Q _ INC- V/REttpRpt]F'TNCt--- - — - SECTION::IC-.%�:_ �� :' _ 1 Preliminary plans and layouts by D.C.D.are for the use of )REPROGRAPH/CS 8 SUPPLY CO. 562859 KI- SCA E DATE G 508.428.6191 _�"Tl�Ft�V37C?� 4-4 -- I37§- -- - Levi i n x3_Sf>�/C�P Custom i (les igns io copyright © 1993 All Rights Reserved -_31 f... .:Pr --- _.... 1 ACC Preliminary plans and layouts by D.C.D.are for the use of thei r customers only . Any other use is strictly Prohibited } 9 { —ems TSGF.:Z[�hLZ.------------- _ _ ���X.-S:1ri 3vH L L Preliminary plans and layouts by D.C.D.are for the use of their 'HICS B SUPPLY CO. 562859 s - J '77 0 71 I i C ' -'7� •=gatd S i ennnv Rio`rr— iD� a i •�r���___ f t coLo lic roir�v¢t eoJl._ Q I I I _ I ; 4 i0 Lo 1.WJ -L':- tcy,owp-- a' I 4' j � i THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M AUC(, I DATA COMM ONW EALTH OF MASSACH USETTS Office of Consumer Affairs and Business Regulation ; .. 11 (� 1.', 1'7 Home Improvement Contractor Registration Program ]'�Jil�NQQQ _JQ1JJ0 10 Park Plaza, Suite 5170 k Boston,MA 02116 E[oZ 6.� Qn APPLICATION FOR RENEWAL OF REGISTRATION HOME IMPROVEMENT CONTRACTOR'OR SUBCONTRACTOR 6a M GL Chapter 142A,201 CM R 18.00x, REQUIRED RENEWAL FEE: ONLY CERTIFIED CHECKSOR MONEY ORDERSC AN BEACCEPTED. $1 00 ANY OTHER FORM OF PAYMENT, INCLUDING BUT NOT LIMITED TO PERSONAL OR BUSINESS CHECKS, WILL, BE RETURNED AS INELIGIBLE. PLEASE OCABR will not process any renewal application if it is postmarked more than 60 daysbeyond the expiration NOTE: of the MC Registration. See 201 CMR 18.02(6)(b). Failure to submit a timely renewal application will require a contractor(1)to obtain a new H I C RaIistration Card with a new H I C Reclistration number, (2) to pay associated fees, and(3)-to update all advertisie'k with the new HIC Registration number. 1. Name of Applicant as listed on Current Registration: 7' r <i"Zj,iA7L 2. Registration Number: 3. D/B/A used by Applicant(if different from current registration): (If filing as a new D/B/A,you must provide a copy of the Business Certificate filed with the City or Town Clerk.) 4. Addrres&Telephone Number of Applicant(if different from current registration): Telephone#:.503 5. No. of Employees(if different from current registration): - 6. If Applicant is a Partnership, Corporation,or-Trust, indicate the name, Social Security No., and contact number of the individual responsible for Applicant's work(if different from current registration). i i : f First Middle Last: Telephone#: - - - = ,. 80. 00' _ i N85.37'1 O T ASS LOT 20 ° O O ASS LOT 21 ASS. LOT 19 O O O O . O O . 00 � `� l��al 80 ' 4 S85°3710 W 1. N85.37'10"E 80 00' rn 5.3' ASS. LOT 24 Q 16.5 30.7 ASS. LOT 26 FOUNDATION , cn 18.2 44. O 1 p.0'7 9' o O 8 700„W s85 3 STREET LAKE FLOOD -ZONE "C"_ FOUNDATION CERTIFICATION RES ZONE. "RF" TO WN.•COTUIT . SCALE.•1"=40 PL-REF.•487 42 ELEV N/A I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS FOUNDATION,IS 'LOCATED ON I�as P. O. BOX 265 THE GROUND=AS'SHO WN, AND c UNIT 5, 40B INDUSTRY ROAD IT'S POSITION_-t ® PAUL yes CONFORM TO THE ZONING LAW ' MARSTONS MILLS, MASS. 02648 Q TEL: 428-0055 '_= SETBACK REQUIREMENTS OF No. O BAR _TA_B_L_E ��, '�Ec►stE�`o�Qa� FAX 420-5553 § IANOS JOB PA UL A. MERITHEW IDATEI�24Z94 NUMBER 50597FND y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ra T Map b �—Q Parcel Od-Z? Application (0 Health Division Date Issued 51,leo Conservation Division Application Fee Planning Dept. Permit Fee_ , Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation / Hyannis Project Street Address Village L_ 13a Owner W Address Lo,k, S�- Telephone Sg>% Permit Request a- 12 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation l5 ��� Construction Type Lot Size �o0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new ' Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: i].existing anew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ` = f j CD .0 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ C: Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use Sr n rt5jr'1 - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ji yl. ULtO-�Ar A , 8 Telephone Number J ./fit Address S0c 1/&.f si'"�/S�DI rUl ya• License # 0,;�6 71, Home Improvement Contractor# //7,S65__ Worker's Compensation # l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Xe(! a1C SIGNATURE DATE 7 .�9 s • j y FOR OFFICIAL USE ONLY •�^ APPLICATION# . ,I DATE ISSUED MAP/PARCEL NO. " t • „r ADDRESS VILLAGE OWNER u s' DATE OF INSPECTION: I �` t FOUNDATION goN� Ole 6 �$ FRAME y INSULATION r FIREPLACE •` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' r GAS: ROUGH FINAL F R FINAL BUILDING M 1-10 Z t DATE CLOSED OUT - ASSOCIATION PLAN NO. ,f i w The Commonwealth ofWassachusetts. Department oflicdustrial Accidents l!`(I Office of Investigations 600 Washington Street Boston, NIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:. Builders/Contractors/Electricians/Plumbers Applicant"Information Please Print Legibly Name (Business/Organization/lndivi dual):�� e�,�c��}) Address: City/State/Zip: . �k® Phone #:. ci, .� Are you an employer? Check the appropriate box: Type of project(required): am a employer with -D 4. 0 I am.a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.0 I am a sole proprietor or partner "listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have S. 0 Demolition working for me in any capacity. employees and have workers' [No workers'comp. insurance comp. insurance.$ ` 9, ;D Building addition required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. o workers' coin right of exemption per MGL Y P 12.❑ Roof repairs insurance required.] t c. 152,,§1(4);and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that chocks box#1 must also fill out the section below showing their:workcrs'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. kContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they"must provide their,workers'comp."policy number. I am an employer that is providing workers'compensation insurance for my employees. Below,is the policy and job site information. : Insurance Company Name: Policy#or Self-ins:.Lic. MAoo. Z 67 wV Z//0 ftf Expiration Date: J Z' Job Site Address: L% %% S— � .d,ri� City/State./Zip: Attach a copy"of the workers' compensa€ian policy declaration page(showing.the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250..00 a day against the violator. Be advised that a copy,of this statement maybe forwarded to the Office of Investigations of the"DIA for insurance''coveragf"yezification. I"do hereby ce under the pains and penalties of perjury thatYhe information provideZabov is true and correct. Signature: l >ll Date: Phone#: Official use only. Do not write in this area; to be completed by'city or town official City or Town: Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: y, r i . Information and Instructions. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,.association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise; and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es) and phone number(s) along with their certificates) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the'pennit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(iftiecessary) and under-"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the.affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a_home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do'aot hesitate to give us a call The Department's address, telephone and fax number: The Commonwealth of.Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel:#.617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia OP ID:A A�ORO CERTIFICATE OF LIABILITY INSURANCE DATE(MroDIYYYY) o2n11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER: IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 216-328-8080 CONTACT The Fedeli Group NAME: P.O.Box 318003 216-328-8081 A/C,Nc Ext: ac No): E-MAIL 5005 Rockside Road ADDRESS: Independence,OH 44131-8003 CUSTOMER ID 0:PATIO-3 INSURER(S)AFFORDING COVERAGE NAIC!/ INSURED Great Day Improvements,LLC _ INSURER A:Cincinnati Insurance Company 10677 700-720 East Highland Rd.Patio Enclosures INSURER 8:Liberty Mutual Insurance Co. 00 Macedonia,OH 44656 INSURER C:Liberty Mutual Fire Insuance C INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE !IN SR IWVD POLICY NUMBER 11MMIDDNYYYIMMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CPP1074823 01/01/11 01/01/12 DAMAGPREMISES Ea occurrence $ 500,00 CLAIMS-MADE FX_1 OCCUR - MED EXP(Any one person) $ 10,00 PERSONAL 8 ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 17 POLICY 7 PRO--iECT LOC AUTOMOBILE LIABILITY -I COMBINED SINGLE LIMIT $ 1,000,00 B X ANY AUTO .. 'AS5Z51290211021 - `01/01/11 01/01/12 (Ea accident) BODILY INJURY(Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS - BODILY INJURY(Per accident) $ HIRED AUTOS PROPERTY DAMAGE $ - (Per accident) NON-OWNED AUTOS 'S I$ AIX UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 5,000,00 r--I EXCESS LIAB HCLAIMS-MADE� CPP1074823 01/01/11 0v01n2 AGGREGATE $ 5,000,00 I DEDUCTIBLE I X RETENTION S none is WORKERS COMPENSATION _ WC STATU- OTH- AND EMPLOYERS'LIABILITY X 1TORY LIMITS ER C IANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC2Z51290211011 01/01/11 01/01/12 E.L.EACH ACCIDENT $ 1,000 OFFICERW EMBER EXCLUDED? � N/A ,OO (Mandatory in NH)es,describe and E.L.DISEASE-EA EMPLOYEE'$ 1,000,00 .�DIf E CRIPTION OF rPERATIONS below I ' E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION 0000-00 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR PROOF ONLY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD-name and logo are registered marks of ACORD 9�•. 11 ltiti,ZI)t1ltltti- DlI)il rt Zile,lit()f Ptll)lil ao-ird_of Bdiltlini�Re!Ztil.icioii} anti Standards Dons#ruction Supewisor Lac: nse 1 License: Cc 7626 H Restricted fo ;00 �fx3 JAMES MCCO, MRCK. 73 FEARING HILLRD - WAREHAM; MA 02756 '. Exokption: 11/13/2011 Tr#. 9399. ('„nnniss„init ✓1 Von z�+wmcuPa/C� o�i/ uoac`u�ae(ta Office of Consumer Affairs&Business Regulation License or registration valid for individul use.only OME IMPROVEMENT CONTRACTOR before the expiration date.If found return to: Office of Consumer Affairs and Business Regulation Registration 117565 Type: ~. 10 Park Plaza-Suite 5170 Expiration 10/19120.12 Supplement Card Boston MA 02116 ' PATIO ENCLOSURES INC t JAMES MCCORMACK,: 500 MYLES STANDISH BLVD .TAUNTON, MA 02780 Undersecretary Not va id without signature JNAM ' PENCLOSURES, INC. Owner Authorization for Permit Application as owner. of the subject property located at .S�! - hereby authorize Patio Enclosures Inc. Taunton, lea to act on my behalf in all matters relative to work authorized by this building permit application.: - z Signature of owner Date t 'fit: y 1�• > • i IV85`37'10"E'. ASS LOTle ASS_ LOT 21, LOT 19 O O y O 4 80 00 „� ' ° ! 4 5137 '10 ec�e N8 3710 0. 00' 16 5 dt7 7 U1 ASS. LOT 24 O N� O ASS LOT 26 r .� - S rv�•w�i r t Y �- V\ FOUNDATION i S85°371 jq LAKE EET FLgoD•ZONE' FO UNDA TIQN CERTIFCA TION REs ZONE.. TO WN COTUIT PL.REF. 487 42 E'LEV NIA yam. 1=CERTIFY THAT THE ABOVE YANKEE SURTjEY CONSULTANTS 3 FOUNDATI0IV IS LOCATED :ON f; P 0. BQX '265 THE GROUND AS S1YQ WN, -A-AD.. ��;OF '� , $f i y UNIT 5,: 40B INDUSTRY ROAD ITS POSITION J ?ES. __ P�. r .. -1►. �, MARSTONSMMILLS �M 48 CONFORM TO THE' ZONING LAW As 026 SETBACK RE'Q UIREMENTS;R OF No.92098 3 TEL 428 0055 Y l ;� �o FAX 420 5553 EAR TABLE OB �, z PA A MERITHEW DATE 11 24 94 50597FND, . —. ,_ NfldI9E � 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSET-IS STATE BUILDING CODE uVCONSUMER INFORMATION FORM-"SUNROOMS" Massachusetts State Building Code(780.CMR,Appendix J,Section J1.1.23.1) The Massachusetts State Building Code (780 CMR).includes provisions to ensure that houses and house additions meet energy efficiency standards.This supplemental CONSUMER INFORMATION FORM is to be. filed as part of the building permit application whena builder/contractor or homeowner,constructing/installing a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation - exemption option for"sunroom"additions loan existing house(7.80 CMR,Appendix J,Section J1.1.2.3.1 This FORM is not intended to prevent a homeowner.from selecting a"sunroom of any size,configuration, orientation, form of construction or.percent glazing, bin rather is only intended.to assist homeowners in becoming aware of some of the important energy conservation and year-round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of"sunroom".structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house.In the selection and cons true tion/installation of"sunrooms",included below is a non-required,open-ended list of product and design considerations that a homeowner may wish to consider before actually constrticting/installing a"sunroom".It is recommended that consumers carefully review these options with their designer,builder,or contractor,in order to minimize potential energy consumption and/or house discomfort issues. In addition,the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" ® Solar Orientation and Natural Shading ® Type of Glazing ® Insulating value • Solar heal gain ® Frame materials ®. Glazing to frame sealing and gasketing materials/seal durability and/or weather lightness of the sunroom ® Adequate ventilation-Operable.windows and fans a Applied Shading Systems ® Insulation level in floors,walls,and ceilings ® Possible Sunroom isolation from the main house via a wall.and/or door or slider ® Keating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment . The Massachusetts State Building Code,Section J I,1.2.3.1, requires that the actual property owner(not the .owner's agent or representative)acknowledge receipt of this CONSUmr-R INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroomm" additions to an existing residential.building. In accordance w h this requireme t,the undersigned hereby acknowledges that she/he has read the information in this d t concemin /� su room comfort and energy conservation. Signature of Actu uil in weer Date. Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number 682 780 CN:IR Simh Edition I I/27/98 6, [EcA�LFACTEREPS OF PATEO PORCH EMICLOSU ES ENCLOSH FES. INC. ZOLARJUMBS - GREENHOUSES CUSTOPA BUMS SHADES "An Fnininvpp ownari+Cnrrr�esanv„ r IE CA Jl'' L Fe1'�'CKG�(IG�� 720.EAST HIGHLAND ROAD _ MACEDONIA, OHIO 44056 PHONE (330)468-0700 FAX: (330)467-4297 Certification of PEI Roof Sy gem. The following 18 pages contain allowable span..data for the Patio l✓nclosures "Super Fo, surnroom roof system. The charts are specific to the Patio.Enclosures products, and cannot be used to deterrnirne the allowable span of any other roof system: . Parameters. The charts address the 3",4-5/8" and 6"thick PFI 6'Suaper Foam"roof systern for shed and gable roof surnroorns: e Two cases are presented for each roof thiel ness: ' A. "Super Foam"roof systems without glass roof.panels. B. "Super Foam":roof systems with one glass roof panel in every other panel: ° A licensed Professional Engineer:(P.F-)registered in tho jurisdiction where the projeet will be installed has certified the infor�iation contained within these charts. ° Applied loads are determined for three snow load cases,per ASCF 7-02: I. Ground snow only,. . II. Ground snow+sliding snow III: Ground snow+drifting snow, m Wind loads calculated per ASCE,7-02, Exposure 6413" Total roof,deflection limited to]L/120 per IBC&IRC 2003. ® : Use of the charts is restricted by the limitations listed in the general.riotes on each sheet. I hereby certify the foIll®w➢n�o 1. I any in responsible charge concerhirng the nformatiora:contained herein. 2. The information contained herein is true and correct, to the best of my knowledge and ability. 3. 1 awn gnalilied to prepare the information contained her, based on any education and 'expenence. 4. I am an actively registered professional engineer in the state(s)having3urisdiction over the application of the infornnatinocontaird herer ,.to which I affix tnw seal. r r AA 1�larrne'. l'arl A:Rinas _ Date August 20 2008 �e lu F < . i - / " Seed Roof, Patio ' ENCLOSURES, INC. bpan Charts 720 East Highland Road Macedonia,Ohio 44056 www.pa'floenclosuresinc.com Case III Sliding Snow Load or Wind Load General Notes • This chart is in accordance with installation procedures - established by Patio Enclosures, Inc. and is for general reference. See individual job submittal for specific job \ conditions. • 50 year mean recurrence interval used for both roof and \ ;\ snow loads based on ASCE 7 and IRC. • Importance Factor of 1.0 assumed. • L/120 roof deflection limit used per IBC/IRC-2003 Tables "f604:3(n)dnd R301.7(c). • PEI Super Foam aluminum clad roof system'with single I- ' beams. • Where Glass Roof Panels (GRPs) are'specified, use of this chart is limited to one GRP in every other panel. The maximum spacing of the GRP from the header or hanger is 2 feet. • 12-inch maximum roof overhang on bearing wall. 6-inch maximum roof overhang on non-bearing wall. P�,o o %:12 minimum roof slope. Sep' Select lesser of allowable span.for both snow and wind as sho'Wri.below Snow Load Roof Span Chart' Wind Load Roof Span Chart Ground Wind Speed Snow Allowable Panel Span (mph) Allowable Panel Span. Load sf) No GRP With GRP No GRP With(ARP 20 . 18'-3" 17'-3" 85 20'-0" 20'-0" 25 16'—6" 16'—0" 90 20'—0" 20'-0 30 15`—0" 14' ti 95 20'—0 20'-0" 35 14'—0". .13'—.3". 100 20'-0" 19'—3" 40 13'-3" 12'-3 105 19'-6" 18'-6" 45 12'-6" 11'-6" 110 18'-6" 18'_011 50 11'-9" 115 17'-9" 17'-3„. 55 120 16'=9" 16'-9" 60 10'-9" 9'-9" 125 16'-0" 16'-0" 65 10'_3" 9'-6" 130 15' 3° 15' 3" . 70 10'—0" . 9'-0". 135 14'—.9" 14'=3" 75 ,91-911, 8'_9 140 14'-0 13'-6 '80 9'—3" 8'—6" Wind Assumptions 85 9'—0" 8'—3" Exposure"B",3-second Gust used per ASCE 7& Snow Assumptions 'IRC 2003: • Case,lll applicable to sliding snow,load only. • Mean roof height less than 30,fee t. " For other conditions,see Case I or II. a Maximum permissible roof slope for use of this shed wind chart Is 2:12. For slopes higher than . 2:12,refer to gable roof wind chart. Rev. 11/10/2003 ©2003 Patio Enclosures, Inc. All rights reserved. ■ ■ J �■ NONE■NONE MEMEEMi ■■ ■■ ■ , ■ ■MEMO ■■■E ■ ■®NNE ■ .. - ■ ■■■■■■■■■■■■ MENNEN . . M■■■■■■■■■■■■■■■MM ■■SOMEONE ■■SMEN ON M No - ®■ ■� �■®- n ■N ■■ ■■ MEN ME ■MEMENE ■ M ME■■■ ME MEN ■MEIN■EMENOMENNEMEN MEN , ME ■®■■■■■■■■ ■N■■ ■ � ■■■■■®�■■®■■■ ■■ MMM■MMMN N MEN■loommommomm On ■■ ■ ■■■■■■■■■■■■■E MEN■MONEEME NONE® ■NO EM■ONS ME E EME■ ■■�e�N■ , M SEMI ■■■■■■■■■ EMEN MEMO � � } ■ M■■■■ ®M OEM EE ■■■■ 1 ��'®'■ ®®�i ®®■�.N= � ■ MEN ■■ MEMOS 1_INN■NN■■E lmmmmmmmmm,m 4' ONEEN EMENEEN ME ■ENN M MEMOMMEM I ME SEEMS mom 0 m E�mmm� ■■■■■■■MEEK■NENIMEMNON■■■■■■■■■■■■■■® , ■■. NNN■■■■■SMN■NE MM■MM■ No NONE ME■ : ■ N■■■■■■■■■■■■■ ��mmm ■■■■ ■■ ■ ■■■ ■ E ME ONE I ■NE■N■■N■■N■ N■■M■ E■ MNMEMO 4 t` i f i �` -"-- .. .. I TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY ' . I , PARCEL ID O20 020 GEOBASE ID 793 III! ADDRESS 58 LAKE 'STREET PHONE I COTUIT ZIP - ILOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT i ' PERMIT 31732 DESCRIPTION ' PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services i v TOT4L FEES: THE BOND $.00 ( CONSTRUCTION COSTS $.00 1 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P1,41 * BARN3TABLE, ED MA'S i BUILDI 1, BY . .� DATE ISSUED 06/24/1995,,Z,_EXPIRATION DATE I t i TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT LA DATE 19 PERMIT NO. APPLICANT - ADDRESS IN0.) (STREET) (CONTR'S LICENSE) PERMIT TO ( ) STORY NUMBER OFDWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) , ZONING AT (LOCATION) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE.GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. ADDRESS BY ° THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. Q 3. FINAL INSPECTION BEFORE O OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET r. BUILDING INSPECTION APPROVALS - PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECj y^SAAPPROVALS�J(/ 1 �dI/l'iLE.C�CSC 2 2 2 0 064i � 3 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 �a L � BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. f. t, • q: Assessor's office(1st Floor): f) Assessor's map and lot number A M [/ T11E SEPTIC S`>fSTEM MUST BE Conservation � v��l'�- �-�' _ LED IN COMPLIANCE Board of Health(3rd floor): INSTAL 3; WITH TITLE 5 t D�alsr�Dtt Sewage Permit number Engineering Department(3rd floor): �`—�^ c ENVIRONMENTAL CODE AND House number !l y� TOWN REGULATIONS �p esr►• Definitive Plan Approved by Planning Board c ¢�=! APPLICATIONS PROCESSED 8:30-9:30 A.M..and 1:00-2W. P.M.only. e TOWN OF BARSTABLE BUILDING INSPECTOR r APPLICATION FOR PERMIT TO, L� r !"} G blt-1. TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location __J / 11A67- :5%- Tl)/T Proposed Use �S Zoning District Fire District r0 Y ZJ11"T, Name of Owner w ed9 Address 33 U P-A L�wE Name of Builder )149DJ/105 �O/VST�?dC?70/� Address 8 z} � Z- 62� 7- Name of Architect Address —� Number of Rooms �/U� Foundation £ Exterior.�ODi7 SW >^g� + G L197�1�iGf41Ll� Roofing Floors VA Ir fig C �jVW0r P Interior �I Z �Z�/fit/y Heating ��� h4T �,f/I�l�/L �ir5 Plumbing Fireplace , /l Approximate Cost �7G OTlU (J� /5T sT. Area Lna 1=G0uR - o3Z 7N L — ,z /Z Diagram of Lot and Building with Dimensions Fee , Ur OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town:ame Bar le regar ing th a ve construction. L. Construction Supervisor's License VV �� ��X )�XBTT A=020-020 58 LAKE STREET, COTUIT 11/30/94 ,.?,/ No 32� Permit For DWELLING Owner, WAIT I.F.FAVPR _ Location 5 L S 7 Owner rs��l i � L z/t:51/ Type of,Construction Lye ' Plot- -/ Lot Permit Granted ( ry 19 6 .Date'of Inspection 19 DateeC pletd 19 ; eo v :4. IN c.. BOSTO 9 SAND & GRAVEL CO. 227.9000 FAX (617) 523-7947 It s r } i ! 1 � F i 4 f kt k t E f r ! t e � 3 ! S � ' r ! ! ► t + 1 t � > r 4 i f t 1 E "FIRST AND FINEST" • • i i i -BCC. _L�, _ .! ; j � I ,� � 1 1 ! 1._' _ _ dt----v-s!w.-a+e►��r — F F rl i 1[cOK a..Pee -- ---#— . I ---- ! --- — — - ---- -F--r - -- - - -- - 1 - - - ---- br 33 _ It i- i __ _ 4'A— .. .... .! -'-'�-z81i Ra t-T. - —� ___ ;,,� ! •. _ .'3 aoc�slL'_n-sX• 4ce+•`•, _ a _ _t _ ! 1 I ! I - _,. s L;t-s•o e"rid.i..l�:m•. �, _ '� I �- a; gi . w,e vL F-ids, t&12o'x•f-�;•: e• r.o-.i r L-- -W IL rev I 40` _ _ ___c.._ -- 1 ` i� '-' ,! 1 j a #Z fia:,� cA.+k Z+av .. e- `1'.:,.�:l::, s• R'/9 - - —• —-IF]L--1 _ ..- � -s- _-—1 -� .- --.. -'----- --•r- - ....-��.� R- S%,�_9'_.Rao '. _ � ; ......... - i f-%ii's �o• � � 1 - 1 a°J�X.��(�A'- �L�9' R-3a- � .� � � - � - ' ! I ! t I: i : .�. : The Town of Barnstable • EARN TAsi�. • MASS, A,� Department of Health Safety and Environmental Services � Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner November 22, 1994 Mr. Walter Lefavor 33 Geraldine Road Cotuit, MA 02635 Re: Building Permit for 58 Lake Street, Cotuit,MA Dear Mr. Lefavor: Your building permit for 58 Lake Street in Cotuit must be rescinded at this time. The reason for this action is the fact that six months have elapsed since your last extension, ,without any action. If you still want to do the project, you must reapply. If we can assist you in any way, we will be more than happy to do so. Sincerely, Ralph M. Crossen Building Commissioner RMC/km Q941122A \ C0Mt)W11.Wea& o/ maijacka-lettJ o1Je�arfinenf o��iulu�fria�.�dccident3 '. 600 l/Vall incyfon Street James J.Campbell 1 oiton, Masdachi,3etb 02 f f f Commissioner Workers' Compensation insurance Affidavit (licensee/permutee) with a principal place of business at: (City/snte/Ztp) do hereby certify under the pains and penalties of perjury, that: () 1 am an employer providing workers' compensation coverage for my employees working on this job. Insurance Company Policy Number (} I am a sole proprietor and have no one working for me in any capacity. () I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number O 1 am a homeowner performing all the work myself. I understand that a copy of this statement will be forwarded to the Office of Investigations of the DIA for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties consisting of a fine of 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 S 100.00 a day against me. Signe4 this 5ZA NOV-) day of AA(0-\/ 19 Licensee/Permi M Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 • TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE oalg U\J JOB. LOCATION 8 L Number Street address Section of town`. "HOMEOWNER" Name Home phone Work phone- PRESENT MAILING ADDRESS Ca Cityj,rt' 'own State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in dividual for hire who does not possess a license, provided that the owner acts as supervisor DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures.. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"- shall submit to the Building .Official on a form acceptable to the Building Official, that he/she shall be res onsible for all such work performed under the buildin ermit. p (Section 109. 1. 1j The undersigned "homeowner assumes responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. '3 HOME OWNER' S EXEMPTION The code state that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that,.if Home Owner engages a person(s) for hire to do such work, that such Home Ownex shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section12.15) This .lack of awarenes often results in serious problems, particularly when the Home. Owner hires unlicensed persons. In this case our Board cannot proceed against the-- inlicensed person as it would with licensed Supervisor. The. Home Owner,-actin as supervisor is ultimately responsible: To ensure that the Home Owner is fully aware of his/her. responsibilities,. man communities require, as part of the permit application, that the Home -Owner certify that he/she understands the responsibilities of a supervisor. -- On the last page of this issue is a form currently used by several towns. YOu may care to amend and adopt such a form/certification for use in your community. I t;4"Ans'n.•rt a.a,.: •.w,. x.'.:rl' E'ulw - COMMONWEALTH c ± ; OF f MASSACHUSETTS f x + � � In EXPIRATION DATE/199.5 ' ? Lu F • C J <L 7 .a�.f+ O RESTRICTIONS ,•.:l y,y ..c S. _� ONS { ,a .. NONE LX (X c� c� ._+ < •i#+: t, ,< ' F V PHOTO IS 1') FEf 0 QQ 1 s� HEIGHT DOCUMENT MUST BE CARRIEDON THE PERSON OF - - '.: Gt*4!;i�'aa'^ t,aT• or�.,•,� A- "i� 1/� w:= THE HOLDER WHEN EN- - �* GAGED IN THISOCCUPATION. - vi 44 i DEPARTMENT OF PUBLIC SAFETY cn n - ONE A$HBORTON PLACE o p BOSTON,MA 02108 0 8o LICENSE .a CONSTR. SUPER dISOR o �, EFFECTIVE DATE LIC-NO p 06/30/1993 012,6' C NI o c. � CHOLAS A LAGAQINOS s: o ;' 13 THANKFUL LAND COTUIt MA .02635 IF w NOT STAMPED UNTIL -•GNATU LICENSEE AND OFFICIALLY 1 E OF THE COMMISSIONER _ oaw { L ' . ICENSEE'. '? *S 4 a'ms''S{:a IU T?R' .•J' '� # n. COMMISSIONER ✓ i ' '+ r - . - • ..�-- .# Fah.+-+. "� `i x..� f :i, } I' ; 1 ti ! 1 t { 4- ,)a Assessor's office(1st Floor): Assessor's map and lot number b aWoJ. °� 0 I" o�THE TO Conservation(4th Floor): Board of Health(3rd floor): Z BAR13TLDLZ Sewage Permit number r _ ry& Engineering Department(3rd floor).- s639'`��� House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M:and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO I>F�yYfQ Vj l41 ►? TYPE OF'CONSTRLICTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location S o /_X}�� S T- e47V/T Proposed Use Zoning District Fire District Name of Owner (Al&T /Z, 1,6029 z Address- rZi Name of Builder Address �� J��7Tl�KOy L � /'p7b/T Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re rding th above nstructi n. Name Construction Supervisor's License &Z-0 LeFAVOR, WALTER U'1 DEMOLISH DWELLING 1 No Permit For a Single Family Dwelling Location 58 Lake Street cotuit Owner Walter LeFavor Type of Construction Plot Lot ^ t October 14 93 Permit Granted 19 Date of Inspection: Frame 19 f ' Insulation 19 Fireplace 19 Date Completed 19 ` 4 i _ F i j S } ti EX15tIIJG u La L�ji-uljiuj Yl 5tLl UM LIAO FOAM 200EEX1 IJG i TEMPE2E0 GLA55 -� ' W EE0 ._ i �• _..... ....�...... / LL� / h Jig TEMPE2E0 6LA55 KQ5E WALL UUITS EXISTIIJG OECK It i i i i i i '�— IJEW LOIJL2ETE PIE2 3" ALUM. CLAD L J FOOTE2 PE2 000E FOAM WIIJG PAIJEL t .� 1. .... 9-WALL 5L5VATI0IJ I� 0.5. Lj.UE ` I TEMPE2E0 GLA55 EXISTIIJG I UWIT5 W/5L2EE05 5141 f ILI 1 1 TEMPE2E0 6LA55 {{ III�- KIJEEWALL UNITSL ILI L L_.. __ _1... i..l I',b" ..... ......_L 11..._.......' I_.............._.._..............._ EXI5TIIJG PECK _�._ ..._..�... ........................................ E €# L1EW LOaa-rE PIE2 FOOTE2 PE2 L00E r L_J L J /� q' i�X��'�� 1 L J L_J VX IZ' A—WALL ELEVATIQQ � L WALL ELEVATIOIJ SNEET I OF 2 DRAWN QOTE5: THIS DRAWING IS THE PROPERTY OF PATIO vQ6 !OS W. � 6. LEFAV02 I. ALL-VIEW (AV0 200M; WNITE IU LOL02.Z. GOIJ5T2ULT E�1GL05U2E OIJ EXISTIIJG DELK WITH IJEW PIE2 FOOTE2 BY P.E. I. ENCLOSURES, ALL RIGHTS RESERVED. DATE 3. QO NEAT, PLUMBIIJG, 02 ELELT2ILAL BY P.E.I. DUPLICATION OF THIN DRAWING IN ANY FORM IS 04-25—II PO4. OOWU6POUT5 TO G2A0E; LEAOE25 TO 0 SCAiE2AW WATE2 AWAY NOT PERMITTED WITHOUT THE EXPRESSED eNes 508-�28-3Q6q KOM FONOATIO05; LOCATIO0 TO eE 0ETKNIUE0. WRITTEN CONSENT- OF PATIO ENCLOSURES. 5007AULES STANDISH BLVD. JOB No. 114 %I -0 (508) 821-9339 36832 tole �i�t CoP� A. APPLICABLE CODES: MATERIAL SPECIFICATIONS: ENGINES N SPECIFICATIONS Al. PATIO ENCLOSURES, INC. PRODUCTS PROPOSED FOR THIS INSTALLATION D. ALUMINUM: SHALL CONFORM TO THE 2006 & 2009 INTERNATIONAL RESIDENTIAL CODE. D1. ALUMINUM COMPONENTS USED IN P.E.I. SUNROOMS ARE DESIGNED PER THE B. JOB SPECIFIC LOADS USED: ALUMINUM ASSOCIATION'S - ALUMINUM DESIGN MANUAL. Iwo . D2. ALUMINUM DESIGNATED AS 6005-T5, 6063-T5, 6063-T6, 6105-T5 ALLOY AND TEMPER B1. BUILDING CODE REQUIREMENTS FOR WIND AND SNOW LOADING CAN REDUCE MAXIMUM DIMENSIONS OF SHALL MEET THE ALUMINUM ASSOCIATION'S STANDARDS. =�aa J� DOOR AND WINDOW UNITS, INCREASE THE NUMBER AND/OR SIZE OF FASTENERS, AND AFFECT OVERALL a' ¢ a ENCLOSURE DIMENSIONS. E. GLASS: g °D B2. ENCLOSED DECKS USE 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD. E1. P.E.I. GLAZING MATERIALS MEET THE REQUIREMENTS OF e° 83. OPEN DECKS USE 40 PSF LIVE LOAD OR GROUND SNOW LOAD, WHICHEVER IS GREATER. CPSC STANDARD 16 CFR PART 1201 'FOR TYPE 2 GLASS. a 0 B4. DECKS SUPPORTING HOT TUBS ARE DESIGNED WITH 100 PSF COMBINED LIVE AND DEAD LOAD. E2. TEMPERED GLASS OR ANNEALED LAMINATED GLASS USED IN ALL LOCATIONS REQUIRED BY CODE. °off B5. MINIMUM ACCEPTABLE SOIL BEARING PRESSURE FOR PIERS AND FOR CONTINUOUS PERIMETER FOOTINGS, T. � SUBJECT TO LOCAL BUILDING DEPARTMENT REQUIREMENTS. F. STEEL: B6. MINIMUM REQUIRED DEPTH OF FOOTINGS AS DIRECTED BY LOCAL CODE PROVISIONS. B7. WALL DEAD LOAD: ■20 PLF FOR. (AVR/AAS/AVS), ■42 PLF FOR (CA5/AVIG/CAB/CV7),■ 35 PLF FOR SOLARIUMS. F1. SQUARE OR RECTANGULAR STEEL TUBING MEETS ASTM A500-GRADE B SPECIFICATIONS. 88. DEFLECTION LIMITS: FOR FOAM ROOF=L/120; FOR WALLS=L/120; FOR DECKS=L/360; FOR SOLARIUMS=L/180; F2. HOT ROLLED SHAPES MEET ASTM A36 STEEL.REQUIREMENTS. F3. ALL STEEL REINFORCING AND STRUCTURAL MEMBERS SHALL BE GALVANIZED. o FOR DOOR & WINDOW HEADERS=L/180 OR MAX 3/8 ; FOR ALL OTHER STRUCTURAL c MEMBERS=L/240. G. TREATED WOOD FOR NEW OR MODIFIED-EXISTING CONSTRUCTION: N G1. VERIFY ALL EXISTING WOOD FRAMING MEMBERS ARE IN GOOD CONDITION z 0. 1 C. GENERAL SPECIFICATIONS: ' Z AND ARE SUITABLE FOR INTENDED USE. W Cl. PEI PERSONNEL, OR LOCAL BUILDING INSPECTOR, OR BOTH, SHALL INSPECT THE JOB SITE & REPORT ANY G2. ALL LUMBER USED FOR ABOVE GROUND DECK CONSTRUCTION SHALL BE EPA APPROVED m z DISCREPANCIES TO THE ENGINEER STAMPING THIS DRAWING PRIOR TO START OF CONSTRUCTION TO INSURE PRESERVATIVE TREATED S.Y.P. GRADE #2, OR BETTER AND SHALL BE DESIGNATED AS "ABOVE GROUND", OR "GROUND CONTACT". a a a ADEQUACY OF EXISTING SITE CONDITIONS, INCLUDING EXISTING STUCTURE(S) TO BE ATTACHED TO AS SHOWN 0 a u w IN THE PLANS HEREIN. G3. ALL LUMBER IN DIRECT CONTACT WITH THE GROUND SHALL BE EPA APPROVED PRESERVATIVE > TREATED S.Y.P. GRADE #2 (OR BETTER) AND SHALL BE DESIGNATED AS "GROUND CONTACT". y C2. REGISTERED PROFESSIONAL STAMPING THESE PLANS HAS NOT PERSONALLY INSPECTED THE JOB SITE. G4. DECK CONNECTORS MUST BE MIN. G185 (1.85 OZ/S.F.) HOT=DIPPED GALV. PER ASTM A123, C3. RECOMMENDATIONS ARE BASED ON THE INFORMATION PROVIDED TO THE ENGINEER, AND ARE VALID AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. ® � Q N 00 ONLY IF THE SITE CONDITIONS AND PROJECT SCOPE ARE CONFIRMED TO BE AS SHOWN HEREIN. G5. STAINLESS STEEL AND GALV. COMPONENTS SHALL NOT COME INTO c� 0 m DIRECT PROLONGED CONTACT WITH EACH OTHER. z u C4. ENGINEER'S STAMP DOES NOT IMPLY APPROVAL OF CONSTRUCTION PRACTICES OR PROCEDURES, G6. FASTENERS USED WITH HOT-DIPPED GALV. DECK CONNECTORS MUST BE HOT-DIPPED GALV. vS w Z o AND DOES NOT IMPLY SUITABILITY FOR SPECIFIC PROJECTS. PER ASTM A153. g p C5. REGISTERED PROFESSIONAL STAMPING THIS DRAWING CANNOT, BE RESPONSIBLE FOR SOIL BEARING ANALYSIS G7. ALL LUMBER AND PLYWOOD TO BE LABELED. PLYWOOD LOCATED LESS THAN 18-INCHES .O= 0 OR ANALYSIS OF EXISTING STRUCTURES, OR PROPOSED WORK PERFORMED OR COORDINATED BY OWNER. FROM THE GROUND SHALL BE E.P.A. APPROVED PRESERVATIVE TREATED. .Bo w =z G8. WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER IN CONTACT WITH ALUMINUM, FIRST cp >, C6. 50 YEAR MEAN RECURRENCE INTERVAL ASSUMED FOR BOTH GROUND SNOW LOAD AND BASIC WIND LOAD. z 0 w w . ISOLATE WOOD FROM ALUMINUM WITH EITHER OF THE FOLLOWING: 15 LB. ROOF FELT, OR W.R. mw C7. NO LARGE BODY OF WATER WITHIN 1/4 MILE ASSUMED. GRACE "VYCOR" DECK PROTECTOR PRIOR TO INSTALLATION OF ALUMINUM. ALL FASTENERS IN 00 C8. PEI PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED IN ACCORDANCE DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER N� WITH CURRENT PEI ENGINEERING DATA APPLICABLE TO THIS JOB. ASTM Al53, OR OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. C9 ALL NON-STRUCTURAL ASPECTS OF DESIGN ARE SUBJECT TOcmo W LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL. H. NON-TREATED WOOD: C10. ALL CONNECTIONS TO EXISTING STRUCTURE SHALL BE SECURE OR ADDITIONAL FASTENERS SHALL BE H1. DIMENSIONAL LUMBER AND :NON-TREATED 4x4, 4x6-& 6x6 POSTS SHALL BE MIN. S.P.F. Aso y=d WUy7 USED AS NECESSARY TO PROVIDE ADEQUATE ANCHORAGE. PARTICULAR ATTENTION MUST BE GIVEN #2 GRADE OR BETTER. F o p C m J W TO ENSURE A PROPER LOAD PATH FROM THE SUNROOM,TO THE EXISTING HOUSE FRAMING AND TO H2. ALL LUMBER SHALL BE GRADE STAMPED, AND ALL PLYWOOD AND moo= WUW�jy= 2- R6S THE-SUNROOM FOUNDATION. WOOD STRUCTURAL PANELS SHALL BE AGENCY RATED. o = ==m �� C11. ALL WOOD MEMBER CONNECTIONS SHALL BE RIGID AND SECURE, OR SIMPSON STRONG-TIE OR EQUIVALENT I. ENGINEERED LUMBER: , WHERE APPLICABLE, AND ARE SUBJECT TO LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL. 11. LVL: MIN. MODULUS OF ELASTICITY = 1.9E6 PSI. cm r W <3 0 C12. THE PROPOSED STRUCTURE, AND STRUCTURAL ATTACHMENT, COMPRISE THE COMPLETE SCOPE OF WORK. 12. PSL: MIN. MODULUS OF ELASTICITY = 2.OE6 PSI. _ P.E.I. PERSONNEL SHALL FIELD VERIFY SITE CONDITIONS ARE COMPATIBLE WITH FASTENERS SHOWN, OR y d d W c J. CONCRETE: __ NOTIFY IN WRITING TO THE. ENGINEER STAMPING THESE DRAWINGS, THAT THE SITE REQUIRES ALTERNATE " �o w_ y�� z�F��o FASTENERS OR ALTERNATE ATTACHMENT METHODS. THE ENGINEER STAMPING THESE PLANS WILL J1. NEW CONCRETE TO BE MIN. 3000 PSI. = s= a =oF PROVIDE REVISED DRAWINGS PRIOR TO THE START OF ANY WORK. J2. EXISTING CONCRETE TO BE FIELD VERIFIED BY P.E.I. PERSONNEL AS BEING IN GOOD CONDITION, 0 9,0 3 W E a 9=_W AND SUITABLE FOR NEW CONSTRUCTION ON EXISTING CONCRETE. W o W =W& J3. CONCRETE ANCHORS • SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. K. FASTENERS: J K1. ALL FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE HOT-DIPPED-GALVANIZED (H.D.G.) 0 Q J OR STAINLESS STEEL (S.S.), AS SHOWN ON THE PLANS. K2. FASTENERS IN CONTACT WITH ALUMINUM MUST BE EITHER EMPIGARD COATED OR Q H.D.G. OR S.S., AS SHOWN ON THE PLANS. Q z �- K3. HOT DIPPED GALVANIZED: MIN. G185 PER ASTM A123, WHERE APPLICABLE. 0 K4. STAINLESS STEEL FASTENERS SHALL BE OF 300 SERIES STAINLESS ALLOY. z w W K5. LAGS INTO DECKS MUST PENETRATE CENTER OF HEADER OR JOIST BOARD, OR PROVIDE SOLID Q 0 Q BLOCKING FOR LAG EMBEDMENT. K6. ALL WEDGE-BOLTS TO HAVE EMPIGARD "TRI-COAT COATING". WEDGE-BOLTS u) MUST BE RUN IN PRE-DRILLED HOLES WITH WEDGE-BOLT DRILL BIT. U) W d t COVER SHEET, SUNROOM ISQMETRIC e� �ym.w w S� r-41.3 O J.... ka cn �1& � be - is a�p PARTS INDEX A MAXIMUM OF (2) GLASS ROOF PANELS (GRP'S) ���`' ®a� p *PARTS ALSO AVAILABLE FOR 4-5/8" AND 6" ROOF THICKNESS EO>> MAY BE LOCATED IN EACH FOAM ROOF PANEL, PICTURE DESCRIPTION DRAWING p PICTURE DESCRIPTION DRAWING / �+ �,p'�'' 1 MAXIMUM AND MINUMUM LOCATIONS AS SHOWN. SD HEADER SUPPORT 1-2079A . 6" RIDGE BEAM 1-0218 1•tQ III 8 0 HD HEADER SUPPORT 1-2089A 6 8 0 8" RIDGE BEAM 1-0229 � '7 HEADER ARM 1-0214A �0\� Z rn � HEADER BEARING PLATE + p° o z 2 r' 6" LONG GALV. STEEL 6-2111 ,yA 1 u 11 WALL POST SUPPORT BRACKET 1-2053 �O W 1 1 H SUPPORT 1-2080A + \N' m ECS z GLASS WIDTH 1-0105A rO III 3 tii di 5 N ^ H REINFORCING GALV. STEEL 8-2003 - a r a L Q v w GLASS HEIGHT 1-0104 e��\ "'•i' o � N > Ity� HD CORNER POST 1-2078A �� // EC4 ti r �}7. _ yi '13 SCREEN HEIGHT 1-0106C �� // 4 �y� +�;��, ' z L CORNER POST COVER 1-2081A // // „ �•wJ 8 ® d Qc G 'c SCREEN WIDTH 1-0107A c +rb O / SPLICING OF HEADER EXTRUSION ANY: '�5y�'i.`+ U O m� ,1 HD 2-1/2" ANGLE BRACKET 1-2083 PLACE OTHER THAN OVER A SUPPORT / U SD HEADER REINFORCEMENT LOCATION REQUIRES ENGINEERING f // Z = 0 O ❑ 1-1/2". x 2" x 11 GA. GALV. B-0089 �� ANALYSIS 5 W L 2-1/2" ANGLE BRACKET 8-2108A RECTANGULAR STEEL TUBE 3 :5= HD HEADER REINFORCEMENT // 1 O� =O C�GANGING POST 1-2082 1-1/2" x 4" x 11 GA. GALV. 8-0090 ■�= O (9 Q 6 N RECTANGULAR STEEL TUBE 4-Po W =Z 77----�� O 1.32" ALUM. SQUARE TUBE 1-2022 '`'i // 21 / s vZ �" O 1 1 WALL POST 1-2049 EC8 is r:�'... , 2 u l // O W O �.w a o w WALL POST CAP 1-2051 1.5" ALUM. SQUARE TUBE 1-0201 E r.•;•...,': : .„" 1 1 // A // SEC9 N Q •'..r Si..• �'f.+ hrrl MASTER FRAME HEAD Y-0101C 2" GLAZING BAR 1-0501 Ck FOVNOq t��t i''`^' // 5 6 / d n AV UTILITY POST 1-2092 W+W MASTER FRAME SILL 1-01020 / c c 2-1/2" X 2-1/2" x 3/16" ATfO l �.+a o,., ❑ STEEL TUBE •6 a—o "<{�+ wa MASTER FRAME SIDE 1-01036 ^ WALL POST REINFORCEMENT, t a 1 ' B-2004 GALV. STEEL. - // a •. F c''H .cFi m d W rLI 1-LITE MALE 1-2086 D SASH STILE REINFORCEMENT, B-0026 GALVANIZED STEEL :'" o rn Z z z m ['L-1 1-LITE FEMALE 1-2087A * 'a "•.:• _�`' o,.+ z 3 rT'I 3" GRP MALE FRAME 1-0114 W o C 6 Gi e zi 16 L.1 WALL EXPANDER 1-0203 ' ul r�J 3" GRP FEMALE FRAME 7-0115 DECK FOUNDATION SUPPORTED WITH POSTS ON W=ym L1 FLOOR EXPANDER 1-2056 CONCRETE PIERS SHALL HAVE FOOTINGS ci o K c5 d'3�'c z_ 1/2" x 5/8" ANGLE 1-0121 (SIZED AS REQUIRED PER LOCAL co 3 z TYPICAL PERIMETER CONCRETE TRENCH FOOTING z ,y,; c c o 12 o z LJ 1-3/4" FLOOR EXPANDER 1-2057C HANGER TAB 1-0209 MIN. 12" WIDTH x DEPTH PER LOCAL SOIL LOAD BEARING CAPACITY; CODE, TYPICAL MIN. 3000 PSI CONCRETE) c'^L PANEL CAP 1-2035 RIDGE POST TIE 8-0115 MIN.'3000 PSI CONCRETE) ( DOWN STRAP, 6' FLARED AT BOTTOM WHEN REQUIRED 9 9 <9 0 FLq AACA WING HORIZONTAL 1-2073 ® ALUM. RIDGE POST BRACKET 8-2002 T'i, AACA WING VERTICAL 1-2074 [� STRAPM(FORE3"sI I BEAM ONLY) 8-0051 AVR SUNROOM N C L® S U R E G FASCIA, 3 �C 1-0238A DOWN F CORNER TIE * P/N 07187 0 Q J TIE DOWN KIT ROOF CORNER P/N 07188 SINGLE SLOPE ROOF SHOWN - SEE SHEET 2 OF 11 FOR GABLE ROOF Q TIE O PANEL HANGER, 3" 1-0210 p0_ DOWN F CORNER TIE * P/N 07189 Q �-1 FOAM KNEEWALL TRIM 1-2044 z Q uj Q I-BEAM; 3" 1-0217B 3 1/8" GLAZING STOP 2-2006 r^ uJ L\L 5/8" GLAZING STOP (IG) /Q SHEET I OF II SUIJROOM ELEVATIONS �/Z/—///// Z/Z�7X�1 "I � TRUC STURE 14 W o AVR SUNROOM ENCLOSURE $ W W O O W E•X O_ ao g 22 0 �t-1 ��-9 e C� Z 1 1 Z 0 1/4-20 TEK SCREWS c o GANGING p z SIZED FOR 3', 4-%' ® 0 N WALL POST POST V _j w� �0 vJ to W AS 6REQU RED PANELS 2 NOTE: DOOR 8c WINDOW DIRECTION 23 ' > 2 40 9 z AND LOCATION ILLUSTRATIVE ONLY. 11 z � ^ W 0: ixo (ALL UNITS MAY VARY) cz � 10 ' 0 � o o o EXISTING STRUCTURES 0 � N In G 6 MAY REQUIRE MODIFICATION , �� / i �, W o WALL POST O O / > o z :. z z 5 z z FOR ATTACHMENT OF w ' o SUNROOM ENCLOSURES / m Z cn VI N N zdi w o SLIDING. WINDOW SLIDING WINDOW SLIDING DOOR a .4 w SLIDING SCREEN SLIDING SCREEN SLIDING SCREEN 17A 178� ow Q 0 VARIES 2-PANEL GLASS KNEEWALL (AS SHOWN) 9 9 �j 00z0 IS MAX 8'-0" WIDE FOR SINGLE PANE Z GLASS do 7'-6" WIDE"FOR INSULATED GLASS. W z 2 FOAM KNEEWALLS ARE Ln 1-PANEL KNEEWALLS ARE MAX 5'-0" WIDE MAX 8'-0" WIDE FOR it z g O 2 FOR SINGLE PANE & INSULATED GLASS �O� 30 0 ALL AVR ENCLOSURES cn Q PLAN VIEW OF SINGLE SLOPE ROOF ENCLOSURE ISO VIEW OF GABLE 'ROOF. ENCLOSURE pZ =o �W O W W NOTE: n BUILDING CODE REQUIREMENTS FOR WIND AND/OR SNOW LOADING CAN REDUCE d 12 MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS & OVERALL ENCLOSURE _ - dt/2 MIN. RooF PITCH DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. F FLj TEMPERED GLASS 3", 4-5/8 OR 6" ROOF 1 -w-.2 W a"PANEL (3 SHOWN) SE a N d�' WING PANEL �,e z 7a W v 3" ALUM. CLAD FOAM TEMPERED GLASS 1/4-20 TEK GLASS TRANSOM 3", 4-5/8" OR 6" ALUMINUM BOTTOM OF PANEL— 3" ALUM. CLAD FOAM o m W WING PANEL DOOR UNITS SCREWS SIZED FOR :-BEAM O APPROX. 3'-0" O.C. HANGER AT MOUNTING WING PANEL d =o v`''i a= y s 3", 4 " do.6" -SLIDING WINDOW ROOF PANELS -GLASS ROOF PANEL SLIDING DOOR EXISTING GLASS WING PANEL AS REQUIRED (SEE ' _ - TEMPERED GLASS DETAIL 7A/5) -- -— & W W 13<m / DOOR UNITS a s W z o 0 3", 4-5 8" OR ROOF PANEL 1 TRANSOM MIN. HEIGHT 8 gza� _o U 6 m (3" SHOWN) E v `'f y I ALUMINUM _ • • MAX. HEIGHT 24" �� E _ c a o c z /''X/m r ";'• BEAM MAX. WIDTH 96" Q� c F Z oc o •/2 �., � �/ � �� -SLIDING - z z z HANG S' z MAX. - NJ MAX. Tl�o -DOORHEIGHT DOOR- HEIGHT HEIGHT I z INI 7'_0" _ MAX. KNEEWALL ;,''.':;:;':':'', ` �'' '' WALL HEIGHT_ 7._0" G / 6'-6"- GRADE HEIGHT 3' ;:-ti.'�'.`,°: POST / GRADE \ I \ 0 Q AIL ii -(FOAM OR GLASS)_ GLAS AX. L-C 22 I~DOOR—� � SEC1 'EC2 20 SEC3 W DESFORES NGLE PANELS, I I WIDTH FOAM KNEEWALL__/ 1 ( 23 I Q Z L - - - - _ _ - - g'-0 J (MAX. 8' WIDE) L - - 3 - - - - 3 4 BEYOND 5' TO MAX. E REQUIRES L — _ - -11 _ _ _ _ _J uJ W J TWO UNIT GLASS KNEEWALLS) PAN CHARTS I z Q Q DIMENSION VARIES of I DIMENSION VARIES --� l_,- DIMENSION VARIES �< 0 A SEE ROOF SPAN CHARTS ELEVATION B B — WALL ELEVATION C CI — WALL. SEE ROOF SELEVATION cry w 2 AVR SUNROOM ENCLOSURE '\-2J AVR SUNROOM ENCLOSURE 2 AVR SUNROOM ENCLOSURE Q SHEET 2 OF II • SUNROOM DETAILS 1/4-20 TEK SCREWS ® 36", 1/4-20 TEK SCREWS ® 36", 18" OR 12" O.C. AS SPECIFIED 18 OR 12" O.C. AS SPECIFIED BY P.E.I. ENGINEERING• BY P.E.I. ENGINEERING: ,,.:.::`.: ;: :' ':,,,_,,,:'`.,• S eeee� (SEE DETAIL 7A/5) (00309; FOR 3" AFA ROOF t�:'° '"'`'` <<;,:`,`. :;s' 3 , 4-5/8" OR 6" ROOF PANEL e� 00310; FOR 4-5/8" AFA ROOF (3 SHOWN) o� Pao ,.': •`;• 00311; FOR 6" AFA ROOF) . :� ;�'.� �::��•'.;•..:••_•;.,: :�:- • �••:::��'.`''''•• 1-0214A � (2)-#8 x 1/2" TEK SCREWS (2)-#8 x 1/2" TEK SCREWS ® EACH I-BEAM >'•` �;'''"`' "' THRU ONE SIDE OF EACH I-BEAM - �.;r; ::',r' 1-2079A (1-0217B) LOCATION; :,:;.:�:: ``.''. '��;: • '"r";` :''" (1-0217B) INTO HEADER ARM (1-0214A) (2) #8 X 1/2" TEK SCREWS v e1 " i ' ::�• 1-0238ATOP & BOTTO .. THROUGH EACH SIDE OF HEADER #8 x 1/2" TEK SCREWS, (2) AT EACH 12" OVERHANG - —� SUPPORT (1-2079A) INTO WALL �® I-BEAM, (1) AT EACH END OF HEADER v MAX. POST (1-2049) AT EACH GANGING ® 4 SUPPORT (1-2079A) 8-0089; WHEN SPECIFIED LOCATION, (1) SCREW 0 18" O.C. �'. . 8 x 1/2" TEK SCREWS, BY P.E.I. ENGINEERING ALONG HEADER INTO I-LITE FEMALE = M 12" OVERHANG 2 AT EACH I-BEAM, (1-02178 LOCATION, (1-2087A), AND (2) SCREWS INTO C (' fSs 1-0238A MAX. �I ) 8-2111 CORNER POST (1-2078A) AT EACH N (1) AT EACH END OF HEADER SUPPORT (1-2079A) 8-0089; WHEN SPECIFIED #10 x 1-1/4" TEK SCREWS ® MAX. END OF HEADER; TYP. AT EACH m z rn I O 8-2111 AT GANGING LOCATIONS ONLY FACE OF WALL v- > o z BY P.E.I. ENGINEERING 24" O.C. THROUGH HEADER SUPPORT W (2) #8 x 1/2" TEK 1-0101C (1-2079A) TO STEEL TUBE (8-0089), 1-2087A 0 m AND (2) SCREWS THROUGH BEARING } Z SCREWS THROUGH EACH TEMPERED GLASS a air SIDE OF HEADER Q PLATE (8-21 1 1) AT GANGING LOCATION S z a W w #10 x 1-1/4" TEK SCREWS ® MAX. 24" O.C. 1-2086 SUPPORT (1-2079A) THROUGH HEADER SUPPORT (1-2079A) 2-2006 INTO WALL POST N TO STEEL TUBE (8-0089), AND (2) SCREWS 2-2005 1-0105A z o (1-2049) AT p THROUGH BEARING PLATE 8-21 11 2-2006 - ® 0o 0 EACH GANGING 0 ( ) TEMPERED GLASS a AT GANGING LOCATION 2-2005 v LOCATION. f- z a c o 0 W (1) #10 x 2" TEK ANCHORING NOTES: 1-0107A w z g o _ SCREW AT EACH 1-0101C ��= o END OF MASTER -AT UNIT GANGINGS ON WOOD DECK: g �.Io w =g FRAME HEAD (2)- '3/8" DIAM. x 3-1/2" LONG GALVANIZED �Z 4;0 (1-0101 C) AND AT LAGS W/ WASHERS o dw w U` 18" O.C. ALONG n W HEADER -FLOOR EXPANDER TO WOOD DECK: w z LELAND INDUSTRIES GP FASTENERS; #10 x 2-INCH; !2a LONG SCREWS WITH DT-1700 COATING; STAGGER N 0 SCREWS ® 18" O.C. ALONG FLOOR EXPANDERS, TYP. 0 1-0102B J 22 1-0105A Q: 0 al". W Q= �O Hzd� � WV 1-0102B d• OW 61•'�3 8 1 2" TEK SCREWS MEN N `��W I- x z /��. /� � �s C9' 18" 0.{r.; (2) ® 1-2D86 UNIT GANGING & (2) ® F y== Z s=�Uo= CORNER POST (1-2080A) TEMPERED GLASSt3 C. HE •,'4:'�:.••,•7.'M 1-2080A = D yp N 0 0 J H E V .J•. ., C G' O Li _ is FE 3" NOMINAL THICKNESS FOAM KNEEWALL 1-2087A -w' Woo=-aye a 3 . :', •• „': 1-2056 1-2056 SEE ANCHORING NOTES w #8 x 1/2" TEK SCREWS Y 0 Q J w :�°•:�'••::'' '" #8 x 1/2" TEK SCREWS ® 18" O.C.; AND (2) ® EACH GANGING; ® 18„ O.C.; EACH SIDE; — �- TYP. AT EACH FACE OF WALL LIP OF FLOOR EXPANDER (1-2056) (2) ® EACH GANGING j Q z Q ALUM. FLASHING (EXTEND 1/2" BEYOND 0 LIP OF FLOOR EXPANDER 3/4" PLYWOOD OR OSB SUBFLOOR DECK FOR WOOD DECKS) 3/4" PLYWOOD OR OSB SUBFLOOR Z W Lu (EXTEND 1/2" BEYOND ALUM. FLASHING DECK FOR WOOD DECKS) FLOOR JOISTS FLOOR JOISTS (1-2056 JOIST HANGER DBL. HEADER74 � DBL. HEADER SEE ANCHORING NOTES JOIST HANGER W sEcl HEADER OVER WINDOW OVER FOAM sEC2 HEADER OVER TRANSOM OVER WINDOW OVER Q 3 KNEEWALL ON WOOD DECK 3 GLASS KNEEWALL ON WOOD DECK SHEET 3OF II 1 • i t (2)-#8 x 1/2" TEK SCREWS SUNROOM DETAILS ® 4 4 O.C. 1/4-20 TEK SCREWS 0 THROUGH ONE SIDE OF EACH ' O.C. x 1/2" TEK SCREWS ff ff fr I-BEAM (1-0217B) INTO HEADER MAX, TOP & BOTTOM 36 , 18 OR 12 O.C. -. AS SPECIFIED BY s ; .. ARM (1-0214A) & 0 EACH END on P.E.I. ENGINEERING: 3", 4-5/8" OR 6" ROOF PANEL ®�G #8 x 1/2" TEK SCREWS, (2) AT (SEE DETAIL 7A/5)' ;: (3" SHOWN) o0 ;•�� EACH I-BEAM, (1) AT EACH END o0 OF HEADER SUPPORT (1-2079A) #8 x 1/2" TEK s O2 - 8 x 1/2" TEK SCREWS # / 8 x 1 2" TEK SCREWS 2 AT EACH SCREWS STAGGERED i";;:;,�,' ''�` '.;;•;, o 0 EACH I-BEAM 1-02176 #• / ( ) LOCATION; TOP & BOTTOM I BEAM (1 0217B) LOCATION, (1) AT EACH 0 16 O.C. >;,== ? '''- 1-0238A e END OF HEADER SUPPORT (1-2079A) #8 x 1/2" TEK "''•' :.z"s:... ;•.; ,.1• ;..:3r 12" OVERHANG 1-0214A ,. „' ,• '^••-' ��o�0 �. MAX. SCREWS; IN & OUT E 8-2111 AT GANGING LOCATION ONLY 0 18" O.C. AND OPTIONAL HEAVY DUTY HEADER - (2) #8 x 1/2" TEK SCREWS THROUGH EACH 0 EACH END OF E 6" OVERHANGI o SUPPORT (1-2089A) FOR EXTREME SIDE OF HD HEADER SUPPORT (1-2089A) PANEL CAP (1-2035)� MAX. ^I 0 (70PSF+) SNOWLOAD CONDITIONS INTO WALL POST (1-2049) AT EACH GANGING 4 8-0090; AS SPECIFIED LOCATION, (1) SCREW 0 18" O.C. ALONG o- 1-2035 z oh P HEADER INTO I-LITE FEMALE (1-2087A), AND g 1-0121 > o a BY P.E.I. ENGINEERING 1-2073 o,�, } W (2) SCREWS INTO CORNER POST (1-2078A) a: #8 x 1/2" TEK SCREW m z #10 x 1-1/4" TEK SCREWS 0 MAX. 24" O.C. AT EACH END OF HEADER; TYP. AT EACH z ff w N Lu THROUGH HEADER SUPPORT (1-2079A) TO STEEL FACE OF WALL 0 16 O.C.,, TYP. _ � a u w 0 0 N > TUBE (8-0090). AND (2) SCREWS THROUGH 1-2087A TEMPERED GLASS BEARING PLATE (8-21 1 1) AT GANGING LOCATION TEMPERED GLASS o 1-2086 ATTACH H SUPPORT (1-2080A) J a ul 1-0107A _ WITH #8 x 1/2" TEK SCREWS a00 1-0101C Li 1-0121 THROUGH EACH SIDE OF WALL 3 z no EXPANDER (1-0203) AT HOUSE o �„ z g 1-207 AND WITH HD 2 1/2" ANGLE Z w O� 3 =o 1-0105A (2) #8 x 1/2" TEK BRACKET (1-2083) AT A-B OR 3o =a w SCREWS ON EACH SIDE B-C CORNER POST (1-2078A) N � w z cn AT EACH GANGING & (4) #8 x 1"_ TEK SCREWS; g g �w o 4;o w g LOCATION, AND (1) SEE DETAIL (7A;B/5) ON o w a O V _ SCREW ON EACH SIDE SHEET 5 OF 11 X ww � o AT 18" O.C. ALONG H #8 x 1/2" TEK SCREW w d o (1-2080A); LOCATE (1) ® 16" O.C., TYP. o o W SCREW ON EACH SIDE <o< TEMPERED GLASS z OF H FOR WALL .d F W W GC =� EXPANDER (1-0203) - - i _ � y=dWig 1-0102B o CONNECTION TO EXISTING o g m�S li 2 28-g-E BUILDING (2) #8 x 1/2" TEK I d9=o y�==aW SCREWS THROUGH EACH SIDE W 1-2056; FLUSH WITH EDGE #8 x 1/2" TEK SCREWS 1-2080A = H= o W OF CONCRETE FOUNDATION ® 9 O.C.; AT DOOR SILLS, OF H (1-2080A) INTO ! F�nea TYP. AND MIN. (2) IN AND 8-2003; 6' FOR WALLS GANGING POST (1-2082) = g � _'"��� OUT 0 EACH GANGING W��<m� UP TO 12' PROJECTION; OR WALL POST (1-2049) FULL LENGTH FOR WALLS AT EACH GANGING LOCATION. a H a W <gc zj. OVER 12' PROJECTION 1-0101C __ �= a =N�N SLOPE GRADE AWAY ° ( s� g o CONTACT P.E.I. d l x d ° MIN. NOMINAL ENGINEERING FOR #10 x 2 TEK SCREWS AT o <a<3=� FROM FOUNDATION ° 4" CONCRETE SPECIAL LENGTH 18" O.C. AND AT EACH END �3 W W O W �OSW NiL III °' d v MIN. 4"-�-� :a SLAB REQUIREMENTS) O 0MASTER FRAME HEADS z n ° I TEMPERED GLASS J III MIN. L 1-0105A Q(2) 3/8" DIAM. x 3" WEDGE-BOLT; 6 4n SEC4 GLASS WING OVER Z ° NEW OR MODIFIED EXISTING CONCRETE TYP. AT EACH GANGING AND 4 „ AT CORNER POSTS . SLAB, TO BE MIN. 4 THICK t� SLIDING GLASS DOOR Z Q MIN. 12" CONTINUOUS MIN. 3000 PSI CONCRETE U) CONCRETE PERIMETER TRENCH FOOTING I►- � SECS REINFORCED HEAVY-DUTY HEADER OVER TRANSOM OVER Q 4 SLIDING GLASS DOOR ON CONCRETE FOUNDATION SHEET 40F II l 1-2051 3" ROOF TIE DOWN KIT (0718) ATTACHING SUNROOM WALL EXPANDER TO SUNRwM DETAILS 8 1 TEK SCREWS (04210) PLASTIC CAP # x EXISTING STRUCTURE: ® TOP, BOTTOM, 1/3rd ( 1-0104 04211) WASHER - STEEL, ZINC PLATED WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK & 1/3rd DOWN, BOTH SID UP ES RTEMPERED GLASS (05856) 2-1/2"OD x 0.39"ID x 1/8" FLAT WASHER VENEER USE 1/4-INCH DIAMETER GALVANIZED LAGS & (00309) 1/4" x 5" BLAZER SD TEK SCREW W/ CLIMASEAL WASHERS PROVIDING A MINIMUM 1-1/2-INCH EMBEDMENT 0•��• 4-5/8" ROOF TIE DOWN KIT (07188) INTO WOOD FRAMING OR WOOD BLOCKING INSTALLED AND ROOF TIE DOWN KIT (04210) PLASTIC CAP NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, A0 3" IN FROM END OF (04211) WASHER - STEEL, ZINC PLATED OR CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE � HEADER SUPPORT (05856) 2-1/2"OD x 0.39"ID x 1/8" FLAT WASHER FASTENERS PROVIDING 1-3/4-INCH EMBEDMENT INTO F MASONRY OR CONCRETE AT ALL LOCATIONS NOTED BELOW. • m (1-2080A) ON (00310) 1/4" x 7" BLAZER SD TEK SCREW W/ CLIMASEAL BEARING WALLS: U 6" ROOF TIE DOWN KIT f.07189 NON-BEARING WALL ) LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT (04210) PLASTIC CAP KNEEWALL OR RAILING HEIGHT, (2) AT TRANSOM, & 1-0104 1-0106C " " (04211) WASHER - STEEL, ZINC PLATED (2) NEAR HEADER HEIGHT. INSTALL SINGLE FASTENERS !J 1-2056 ® .FLOOR 3", 4-5/8 OR 6 (05856) 2-1/2"OD x 0.39"ID x 1/8" FLAT WASHER LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG 1-0103B 1-2049 ROOF PANEL (00311) 1/4" x 8" LAZER SD TEK SCREW W/ CLIMASEAL THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. FOR NONBEARING WALLS: MASTER FRAME WIDTH MASTER FRAME WIDTH-o (4) #10 x 3/4„ SELF DRILLING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL O SEE WALL POST #8 x 1/2" TEK SCRE `�;= -:�ei-='% SCREWS, THROUGH HD 2-1/2" OR RAILING HEIGHT, (2) AT TRANSOM HEIGHT, (2) AT c EXTERIOR SIDE THROUGH HEADER SUPPORT \ �� � �f / H. & (2) NEAR TOP END OF EXPANDER. INSTALL SINGLE ANCHORAGE DETAIL #20 ;, 1 w:•>� r;a.x. r ANGLE BRACKET (1-2083) N 1-2079A OR H SUPPORT t "i�Lk =�i :F ` FASTENERS LOCATED AT 16" O.C. VERTICALLY AND y o ON SHEET 11 ( ) ,�,z INTO CORNER POST (1-2078A) STAGGERED ALONG THE EXPANDER HEIGHT BETWEEN c z - (1-2080A) INTO HD CORNER '` ky WALL P O S T@ G A N G I N G tA: 4`, .q>` <'e a�r DOUBLE FASTENER LOCATIONS TYPICAL. 6 POST (1-2078A) .& MASTER `�` �`•� "". ^'`` ::asY,r4r`4t PROVIDE (2) LAGS WITH WASHERS 5 PLAN VIEW FRAME JAMB (1-0103B) AND \ , - Y�� =z Z (2) SCREWS FROM OUTSIDE FACE ��' ' +' THROUGH WALL EXPANDER (1-0203} AT w w �, n:;���r;'e :r.:a;� Q U w K.. .r LOCATIONS NOTED ABOVE, AND (1) LAG AND (2) FROM. INSIDE FACE OF WALL WITH WASHER AT 16" O.C. STAGGERED (2) #8 x 1/2" TEK SCREWS 4' O.C. MAX., o TYP. TOP & BOTTOM & ® EACH END AS NOTED z 3", 4-5/8". OR 6" ROOF ^:`ry:' : ;".,:;`<.,: :�;'.:::::. .:� � o #8 x 1/2" TEK SCREWS THROUGH ® � a o �..:, PANEL (3" SHOWN) " �, �: • ' %-' ' ( WALL EXPANDER (1-0203) INTO o , #8 x 1/2" TEK SCREWS ® 18" O.0 '" = 1-0238A (�� I H SUPPORT (1-2080A); EACH SIDE N W Z= AND :4T EACH END, & ® GANGINGS <;�:,•:•. �- �'`I ` �j00 -0203 � 3 =p ZD H SUPPORT (1-2080A) FACTORY }afo w z __ #8 x 1/2" TEK SCREWS; IN `;. ..:<- 1=2035 NOTCHED AS SHOWN TO FIT' vc� >, AND OUT ® 18" O.C. .AND ® `` ' O 1-0214A INSIDE WALL EXPANDER (1-0203) dcz`' ° `''0 EACH END OF PANEL CAP (1-2035) '.' '' " MAX. 6" I 0 c� —I 8-2003; WHEN SPECIFIED BY w a � ^a J 3" FOAM WING WALL .;.y OVERHANG n �� z Z w 1-2080A P.E.I. ENGINEERING a o POST _ p (2) #8 x 1/2" TEK SCREWS N / 9 1-2083 WALL I EXPANDER 1(1-0203) SUPPORTS Is Li z_ ON EACH SIDE AT EACH - a L W O W 3 GANGING LOCATION, AND (1) ` ' 1-2079A G p H SUPPORT (1-2080A) OR HEADER a < ;:�': :• o: SUPPORT 1-2079A 'g� y=dW�, SCREW ON EACH SIDE AT 18" "' ' :" w 1-2078A ( ) � A•B H SUPPORT CONNECTION AT HamJ LOCATE (1)NSCREW'ONOEACH; •��•,•��.��,• `'' 1-205 FW�o�J3 } 5 CORNER POST & WALL EXPANDER SIDE OF H FOR WALL EXPANDER 1-2080A .. � �sy (1-0203) CONNECTION TO (2) #8 x 1 2 TEK SCREWS THROUGH FLOOR. EXISTING BUILDING `'�' '�' EXPANDER -2056) INTO HD CORNER POST -- --I (1-2078A) FROM OUTSIDE AND INSIDE FACE y�„a� �_8��_#10 x 2" TEK OF WALL. TYP. AT SIDE OF POST zz�z p<62J0 8-2003; 6' FOR WALLS UP TO 12' SCREWS AT 18" o o o Ei o z F 0 PROJECTION; FULL LENGTH FOR 3/8 DIAM. x 3 1/2 LONG GALVANIZED x O.C. AND AT oNHsh < Nod w WALLS OVER 12' PROJECTION EACH END OF 1-2081 ° ° LAG PER BRACKET FOR WOOD DECK & '='_ �= _,., U U W O W O x MASTER FRAME „ �W o 1 W �O i W N w (CONTACT P.E.I. ENGINEERING FOR HEADS (FRAME C} °O ° 3/8 DIAM. x 3 LONG WEDGE-BOLT SPECIAL LENGTH REQUIREMENTS) PER BRACKET (1-2083) FOR CONCRETE a (6) #10 x 3/4" SELF DRILLING J FOUNDATION. TOTAL (2) ANCHORS REQUIRED 0 Q J (2) #8 x 1/2" TEK SCREWS, THROUGH HD 2-1/2" -� SCREWS THROUGH EACH SIDE 1-0107A ANGLE BRACKET (1-2083) INTO a o OF H (1-2080A) INTO 3 ° 1-2083 �-- Q o GANGING POST (1-2082) 1-0101 C CORNER POST (1-2078A) p Q 7- OR WALL POST (1-2049) O° ° W W Z AT EACH GANGING LOCATION. a o _L_LtlL - (4) x 3/4"m SCREWIS THROUGHSELF HIDLI2G1/2" Q 1-0105A ANGLE BRACKET (1-2083) INTO N NON-BEARING WALL CORNER POST (1-2078A) N W Q SECS FOAM WING OVER DETAIL AT 7C WOOD & CONCRETE FOUNDATION ANCHORAGE 5 SLIDING GLASS DOOR IB-C CORNER 5 @ CORNER POST & FLOOR EXPANDERS SHEET 5 OF II 1-2074 #8 x 1/2" TEK SCREWS; TEMPERED GLASS SUNROOM DETAILS BOTH SIDES AT PANEL CAP (1-2035) 1-0103B -AND H SUPPORT (1-2080A) 1-0104 TEMPERED GLASS 3" NOMINAL J #8 x 1" TEK SCREWS, ® TOP & 00 THICKNESS w a BOTTOM; 1/3rd UP & 1/3rd DOWN �o e FOAM WING Ena (2) #8 x 1/2 TEK SCREWS THROUGH FLOOR PANEL EXPANDER (1-2056) INTO HD CORNER POST m Z�e ry g 1-0121; z (1-2078A) FROM OUTSIDE AND INSIDE FACE CONTINUOUS -=.'' ` ~ ' ;> ". ` a OF WALL. TYP. AT EACH SIDE OF POSTM. Y, Fee EXTERIOR SIDE 1-2osoA• Fw- m 1-2044 ANCHORS ® INTERMEDIATE LOCATIONS #8 x 1/2" TEK SCREWS CONTINUOUS w z LELAND GP LELAND INDUSTRIES GP FASTENERS; +®�® ® TOP, BOTTOM & 16" O.C. z FASTENER #10 x 2-INCH LONG SCREWS WITH DT-170 p� COATING; STAGGER SCREWS ® 16 O.C. 2 PLAN VIEW OF GLASS OC ALONG FLOOR EXPANDERS (1-2056), TYP. M o FOAM WING PANEL 1-2078A ;`-r '•': '�. 3" NOMINAL THICKNESS Lo 6 FOAM KNEEWALL 1-2081A r ° #8 X 1/2" TEK SCREWS SPACED ® 18" O.C. TYP. m W z EDGE OF FLOOR 3/8" DIAM. x 1-208 BEARING B-WALL 1-2056 a s it EXPANDER 3"ZDGE—BOLT N > (1-2056) LIP 1-0501, WHEN SPECIFIED BY 4-3/4" P.E.I. ENGINEERING EXTERIOR SIDE '\ #10 x 2-1/2" TEK SCREWS #10 x 2" TEK. SCREWS \ 0 N -if �14 3" FROM TOP & BOTTOM 3" FROM TOP & BOTTOM ® o 1to & MAX. 19-1/2" SPACING & MAX. 19-1�2" SPACING S_ 8 PLAN VIEW OF A—B CORNER Z w� SPECIFIED. BY P E.10.� ENGINEERING I 6 O N DECK FO U N DAT I O N ui 3 .g o HIGH WIND MEETING RAIL 1/8" POP RIVETS I 'w=i o 0 a REINFORCING REQUIREMENTS AT TOP, MIDDLE, DECK FOUNDATIONS SUPPORTING ENCLOSURES MUST �� x Z INCLUDE ADEQUATELY SIZED SUPPORT POSTS ON ��' co CONTACT P.E.I. ENGINEERING & BOTTOM; Z o w o 1-2049 I n TYP. CONCRETE PIER FOOTINGS PROPERLY SIZED AND LOCATED �W I o v AT ENCLOSURE GANGINGS, CORNERS, RIDGE SUPPORTS, cy a AND ALL REQUIRED DECK SUPPORTS. DECK LEDGER - \ / CONNECTION TO EXISTING HOUSE MUST PROVIDE REQUIRED LOAD CAPACITY, OR A CARRIER BEAM MAY BE _ REQUIRED AT THE HOUSE WALL. A MINIMUM OF CA �_1-0106C / 4-INCHES SPACE BETWEEN BOTTOM OF JOISTS AND TOP � m W 3 1-2051 —`\ OF GRADE MUST BE PROVIDED. _ ,.� w 1-2053 LOCATE 2-3/4" BACK FROM \ CONCRETE FOUNDATION SUPPORTING ENCLOSURES MUST o= W B R W w 1-2056 IP OF lr FLOOR EXPANDER INCLUDE A CONTINUOUS CONCRETE PERIMETER TRENCH O y� Hz M0 W Lzj 4./ Ny=jC (1-2056) AS SHOWN ON \ FOOTING OF ADEQUATE WIDTH AND DEPTH TO PROPERLY �Z= IRw-c a CONCRETE FOUNDATION, TYP. \ SUPPORT IMPOSED LOADS AND PROVIDE PROTECTION FROM (ie a N 3j #8 x 1/2" TEK \ FROST HEAVE. wto.. o m cn (2) #8x 1" TEK SCREWS; W�a m N 2 O C In O a SCREWS EACH SIDE BOTH SIDES LOCATIONS OF CLIPS WILL VARY FOR WOOD AND F_a=m , o�Qoc c� 8-0026; WHEN SPECIFIED __�= oa6ZJ� z 1 8 x. 1, TEK SCREW, w CONCRETE CONNECTIONS. y'`-'"�` a Z w cj w O # BY P.E.I. ENGINEERING �� CD o 0000= I— a ® TOP & BOTTOM; 1/3rd' „ �/ �_,,, X W UP & 1/3rd DOWN 3/8 DIAM. X 3 WEDGE-BOLTS J H/ ATTACHING SUNROOM WALL EXPANDER TO g F o g w m 1-0104" �/ EXISTING STRUCTURE: H=��� / �WO -- �/ WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEER N/ USE 1/4—INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A MINIMUM 1-1/2—INCH EMBEDMENT INTO WOOD FRAMING OR WOOD 4- /4" 1—2082 BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS J (� 2-3 4" �. NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR 0 Q / #8 X 1/2 CONCRETE, USE 1/4—INCH DIAMETER TAPCON LE FASTENERS PROVIDING —1 TEK SCREWS 1-3/4—INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS ® TOP & BOTTOM. NOTED BELOW. Q 1 BEARING WALLS: Z f 1/3rd UP & 1/3rd LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT KNEEWALL OR RAILING W w 1-2081 A 1-2078 1-0104 I 1-0103B 1-0106C 1-0104 DOWN HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE z 1—2082 1-01 O6C FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG Q to 0 W THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. -3/4" ASTER FRAME WIDTH ROLLING DOOR WIDTH FOR NONBEARING WALLS: F— U) LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, O W > (2) AT TRANSOM HEIGHT, (2) AT H. & (2) NEAR TOP END OF EXPANDER. w sEcs PLAN V I E W 0 F B—C C 0 R N E R EXTERIOR SIDE #8 x 1/2" TEK SCREWS (1) INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED Q NON BEARING C-WALL ® TOP, BOTTOM 1/3rd UP ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. s O N CON C R ET E FOUNDATION & ,/3rd DOWN, BOTH SIDES SHEET 6 of EXTERIOR SIDE #8 x 1/2" TEK SCREWS ® SU09MM DETAILS END OF HANGER (1-0210) 1-BEAM STIFFENER STRAP (8-0051), 4 REQ'D AND FASCIA (1-0238A) PER GLASS ROOF PANEL; EACH AT FARTHEST INCLUDE AT 1/3 POINTS ♦ No •� EDGE FROM SUPPORT; TOP AND BOTTOM BETWEEN 4' O.C. MAX.) ROOF PANEL AVAILABLE IN • (4) #8 x ," TEK SCREWS ( �� �� ON EACH CORNER AT TOP (EITHER SIDE OF I-BEAM (1-0217B) 3 4-5/8 , AND 6 „ ACCEPTABLE, USED WITH 3" ROOF ONLY) (3 SHOWN) (2) #8 x 1/2 TEK ' F 0.024" 3105-H174 ALUM. O° SCREWS PER STRAP ROOF PANEL AVAILABLE IN (FOR 3" ROOF ONLY) SKIN; TOP AND BOTTOM #8 x 1/2" TEK SCREWS ® 1 TEMPERED INSULATED 3 , 4-5/8 OR 6 (3 SHOWN) o END OF HANGER (1-0210) GLASS ROOF PANEL 1 0217B; AVAILABLE, s � " 6" I 34-5/8",AS 8 N AND FASCIA 023 A ti 1 :> 3 SHOWN INCLUDE A DINTS NCL T 1 3 P �;: 1-0114 BMAX.) ; .. BETWEEN 4 O.C.O C M 0( IuYY O 6 3/8» DIAM. BACKER ROD; TYP. i I� N 1-01 14 z o, En ROOF PANEL WIDTH GLASS ROOF PANEL ROOF PANEL WIDTH ROOF PANEL WIDTH > O z f (36" TYP.) WIDTH 36" TYP. (36" TYP.) (36" TYP.) m Z Z w o w a r a w d Q U W 3/8" DIAM. GALVANIZED LAGS WITH EC 10 3- INCH FOAM PANEL ROOF CROSS SECTIONr z WASHERS LOCATED AT REQUIRED 7 ® � a to SPACING AND PROVIDING ADEQUATE 00 EMBEDMENT INTO PROPER STRUCTURAL SUPPORT (SEE MOUNTING NOTE NEXT z g TO DETAIL 15 ON SHEET 8) 0�N 3 g o _ ° w =z #8 x 1/2" TEK SCREWS THROUGH PANEL HANGER ALUMINUM FLASHING vc �. O (1-0210), 17BEAM (1-0217B) FLANGE; CONNECTING dW o Li In 1-0209 ROOF PANELS; (2) SCREWS AT EACH SIDE OF o Li -BEAM WEB, TYP. AT BOTH TOP AND BOTTOM OF w ^< AIIN 6„ ROOF, TOTAL (8) SCREWS PER I-BEAM (1-0217B) MqX` 1" TEMPERED INSULATED GLASS ROOF PANEL' F F ` 1 TEMPERED INSULATED " dW �WFR- :,...:' EXTERIOR SIDE GLASS ROOF PANEL o=d� M--gg i• - Fp W VO �,WC'J (4) #8 x 1" TEK 36",SCREWS 1/4-20 TEK SCREWS HANG ON EACH CORNER AT TOP 18" OR 12" O.C. AS o�y= z=�m"�< = SPECIFIED BY'P.E.1. ENGINEERING: 92r. <= Why POINT 1-0210 - 22r.8 'Wma �, (00309 FOR 3 AFA ROOF; W ri P5 C G y ROOF PANEL15 00310 FOR 4��5/8 AFA ROOF; iE W o<o AVAILABLE I %-- 00311 FOR 6 AFA ROOF) , AND SHOW N GLASS �,' r sN. 6„ #8 x 1/2" TEK SCREWS Rr p ;r•:.: f �qX 24" (2) ON ONE SIDE OF EACH y=,��s W��,=WO #8 x1" TEK BOTH 3g•z-T'�NfL 1-0115 NOTE. MI I-BEAM (1-02176) INTO �WoZ7 �C=WfW/fd YP, N�A4 :..w v (1) ® EACH CORNER -`' p UM PE HEADER ARM (1-0214A) --- FORM DUNE ED M/SSO LE _ J PA GE R :,: C DIMEN ROLL 1 01 15 :;,.y., Y' "�' ^,.+ :, 0 Q J 2ON 4„ M N. S/ 1-0115 Q I 1-0238A 0 Z F-- Z W W 8 x 1 2" CREWS 2 AT EACH # / TEK S O — 0 ROLLED EDGE OF ALUMINUM I-BEAM (1-0217B), (1) AT EACH END 12 MAX. O.H. Q ----- CLAD FOAM PANEL OF HEADER SUPPORT (1-2079A) (NTS) W sml' FOAM PANEL ROOF 1-0214A Q LONGITUDINAL SECTION 1-2079A SHEET 7 OF I S OM DETAILS ATTACHING SUNROOM WALL EXPANDER TO EXISTING STRUCTURE: WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEER 0 ®mm USE 1/4-INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A MINIMUM 1-1/2-INCH EMBEDMENT INTO WOOD FRAMING OR WOOD EXISTIN �TRUCTURE/ BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR ! a CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING ( ATE - �i► WALL EXPANDER 1-0203) - o 1-3/4-INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS `b �>co e EXISTING STRUCTURE' NOTED BELOW. EXISTING STRUCTURE o BEARING WALLS: (REMOVE SIDING) LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT OR-RAILING zeo KNEEWALL I Q / - �4 HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE 0�'e = 1-2082 ue4 FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG W O_ 1-O 1038 o IAl 00 R�•" THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. FOR EXISTING WOOD' STRUCTURES; FOR NONBEARING WALLS: 1-0104 ' '' PROVIDE SOLID WOOD BLOCKING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, v1 AT EXISTING .WALL AS REQUIRED (2) AT TRANSOM HEIGHT, (2) AT H. & (2) NEAR TOP END OF EXPANDER. O „ O o #8 x 1/2 TEK SCREWS INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED 2 0 MIN. 1-1/2" EMBEDMENT INTO ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. 0 ® TOP, BOTTOM, 1/3rd o o c� UP & 1 3rd DOWN w N STRUCTURAL FRAMING Z / ALL EXPANDER (1-0203) MOUNTING TO EXISTING STRUCTURES: REMOVE EXISTING TEMPERED GLASS z mI En W 0 EXISTING STRUCTURE- SIDING AND ANY COMPRESSIBLE SHEATHING AT CONNECTION o > o z (REMOVE SIDING) POINTS OF ENCLOSURE TO HOUSE. LAGS MUST BE W 8 1 2 SECURELY ANCHORED TO STRUCTURAL FRAMING OR INSTALL I Z w o # / BLOCKING SECURELY FASTENED TO STRUCTURAL FRAMING TO - a x " TEK SCREWS ® a TOP, AND BOTTOM, BOTH SIDES a W PROVIDE MINIMUM 1-1/2" EMBEDMENT FOR MOUNTING � � �' 3" FOAM WING PANEL FASTENERS. 13 PLAN VIEW OF FOAM WING PANEL 14 PLAN VIEW OF ROLLING DOOR c3® � s AT EXISTING STRUCTURE $ AT EXISTING STRUCTURE N W Zs g= Or, 3 =o EXISTING ROOF .moo w cc a x- ML MIN. 3/8" DIAM. GALVANIZED LAGS W/ SHINGLES �� zo MOUNTING NOTE: THE QUANTITY WASHERS LOCATED 0 REQUIRED SPACING ® GF= 0 4i 0 AND SIZE OF FASTENERS REQUIRED & PROVIDING ADEQUATE EMBEDMENT LLJ VARIES BY APPLICATION. A LEDGER INTO PROPER STRUCTURAL SUPPORT SHEATHING � �< WITH MORE LAGS ADEQUATELY EXISTING STRUCTURE FASTENED TO THE EXISTING STRUCTURE, OR A SUPPORT BEAM REMOVE SIDING AT MOUNTED ON SUPPORT POSTS AT EXISTING RAFTER a o W TAB/HANGER ATTACHMENT f—(SIZE AND SPACING) � o y,df� . THE FACE OF THE EXISTING STRUCTURE MAY BE' REQUIRED ALUMINUM FLASHING VARIES) odd oa UNDER HEAVY LOADS. CONSULT UWo= W P.E.I. ENGINEERING OR A LOCAL 1-0209 mo F DESIGN PROFESSIONAL FOR JOB ' #8 x 1/2" TEK SCREWS THROUGH PANEL o=s= oW 3 SPECIFIC REQUIREMENTS. m o a<ir22 HANGER (1-0210), I-BEAM (1-0217B) g_�II FLANGE; CONNECTING ROOF PANELS; (2) W y, SCREWS AT EACH SIDE OF I-BEAM WEB, TYP. AT BOTH TOP AND BOTTOM OF ROOF, o t3= =�Za= TOTAL 8 SCREWS PER I-BEAM 1-0217B O ( )t EXISTING �z �caG�QF O 2 O 4 BEARING WALL LOOKOUTS AS REQUIRED PER ENGINEERING _._I (� ANALYSIS 0 Q J 3", 4-5/8" OR 6" ROOF PANEL THIS MOUNTING METHOD MAY REQUIRE Q E'- Q (3" SHOWN) LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT 1-0210 NOTE: AND/OR FASTENERS AT EACH RAFTER LOCATION. Z W Lu EXISTING STRUCTURE MUST BE EVALUATED FOR Q 0 0 15 TAB AND HANGER ASSEMBLY STRUCTURAL SUITABILITY BY LICENSED ENGINEER. U) $ (WALL MOUNT) 1 s TAB AND HANGER ASSEMBLY Q $ (FASCIA MOUNT) SHEET 8 OF II 4x4 POST WITH REQUIRED NOTCHING SHOWN. SU OM DETAILS SEE GENERAL NOTES ON SHEET 1 FOR FOR 4x6 AND 6x6 POST, STOP FLOOR ANCHORING NOTE: REQUIREMENTS FOR PRESSURE TREATED EXPANDER (1-2056) ON EACH SIDE OF FOR WOOD USE: MIN. (2) 3/8" DIAM. 8-0091 i LUMBER AND FASTENERS. RIDGE POST x 3-1/2 LONG GALVANIZED LAGS 1-2092 W/ 2-1/2" x (2)—#1 NOTCH BOTTOM OF RIDGE POST TO (MIN. 1-1/2" EMBEDMENT INTO C�� x 2" TEK SCREWS CLEAR WEEP SHELF & FLOOR EXPANDER STRUCTURAL FRAMING 2-1/2" x_3/16�' m THROUGHH INTERIOR FACE OF ) ��� � � STEEL TUBE (8-0091) ♦o P°, "° FLOOR EXPANDER (1-2056) gid t (1-2056) SIDEWALL (4x4 POST ONLY) FOR CONCRETE USE: ♦♦o ff`'' ' O� INTO RIDGE POST �/4• 2 3 8" DIAM. x 3" WEDGE—BOLT LENGTH OF STEEL TUBE e _m fL Ta REMOVE INTERIOR LIP OF FLOOR ( ) / ( �- �� 1/4• EXPANDER (1-2056) AT POST LOCATION INSERT TO BE EXACTLY 3/8" DIAM. x 3-1/2" LONG a SAME AS AV UTILITY POST) o �.J�"�A GALVANIZED LAG WITH WASHER 1/21 ° 3/8 DIAM. x 3 WEDGE—BOLT; �'>. �•• EACH SIDE OF RIDGE POST o TYP. EACH SIDE OF RIDGE POST ON ON WOOD FOUNDATIONS I /2• -�/a• CONCRETE FOUNDATION °� I ° 1-2053 1 NOTE: LOCATE LAGS/BOLTS IN HOLE a/e• (3) #10 x 1-1/4" TEK ° � ^ CLOSEST TO INTERIOR OF ° 2-1/2" ANGLE BRACKET ROOM TYPICAL ° U ° ° ° / SCREWS THROUGH WALL o Ln (8-2108A) EACH SIDE POST SUPPORT BRACKET N OF RIDGE POST (1-2053) INTO UTILITTY 6 c� i (n o PLYWOOD OR OSB ° u o o FLOOR EXPANDER (1-2056) POST (1-2092), TYPICAL > O z W DECK SURFACE o a LIP FLUSH WITH AT EACH SIDE 1-2056 A FOUND ON"• EDGE OF CONCRETE ON (2) #8 x 1/2" o ° z w J N sHowN , ' CONCRETE FOUNDATION a I— a w TEK SCREWS o _ w a u W TRUGRIP ANCHORS " (2) #1d X 2 TEK SCREWS ® 18" O.C. TYP. THROUGH FLOOR EXPANDER (1-2056) � v STAGGERED DECK INTO. RIDGE POST a FOUNDATION �� p ALUM. FLASHING 2 ul SHOWN (4)—#10 x 2 LONG TEK SCREWS AT EACH BRACKET; TYP. (2) #8 x 1/2" TEK SCREWS v o �� FLOOR EXPANDER (1-2056) LIP 1-2056 THROUGH FLOOR EXPANDER z w z o OVERHANGS WOOD HEADER (1-2056) INTO SIDEWALL LIPS W z = BY 1/2" ON DECK FOUNDATIONS OF UTILITY POST (1-2092) �0 o 17A WOOD RIDGE ' POST ANCHORAGE � �B AV UTILITY POST RIDGE POST ANCHORAGE vz o Wo s AT FLOOR EXPANDER s AT FLOOR EXPANDER dW a W (CONCRETE FOUNDATION SHOWN) N (BOTH WOOD DECK & CONCRETE FOUNDATION SHOWN) z (WOOD POST SHALL BE PRESSURE TREATED FOR CONCRETE FOUNDATION) WOOD RIDGE BEAM F F H SIZE AND NUMBER OF MIN. 3/8" DIAM. x 2-1 2" LONG `��" MEMBERS AS SPECIFIED U Inc Wok BY P.E.I. ENGINEERING GALVANIZED LAG W/WASHERS INTO og6 ga c RIDGE BEAM, (SPACING AS SPECIFIED Fo W Fp -W� ALUMINUM FLASHING BY P.E.I. ENGINEERING) dW=o y-c TYP. BOTH SIDES 1-0209 ALUMINUM FLASHING o « � 'd AS REQUIRED (2) #8 x 1/2" TEK SCREWS, <__ sW=o,oQot AT TOP & BOTTOM OF EACH '"==�Z =d= I—BEAM (1-0217B) CONNECTING 1-0210 PANELS; BOTH SIDES OF ROOF j35y 6�o=3�F FE zt�F� o W O W CZW 1/)E J N 0 Q J Q ~ 3", 4-5/8" OR 6" ROOF PANEL z (3" SHOWN) ALUMINUM FLASHING z W LLJ AS _REQUIRED Q C) Q s WOOD RIDGE BEAM 0 w > s WITH TAB AND HANGER Q SHEET 9 OF II SUNR DETAILS USE MIN. 3/8 DIAM. x 2-1/2" STRAP IS CONTINUOUS o GALVANIZED LAGS W/WASHERS (BEND OVER CORNERS INTO RIDGE BEAM; (SPACING AS SPECIFIED BY P.E.I. ENGINEERING) -0 OF RIDGE BEAM) PANEL HANGER (1-0210) to ° I TYP. BOTH SIDES 64 (3)-#10x 1-1/4" TEK SCREWS WOOD RIDGE BEAM (SIZE AND THROUGH RIDGE POST BRACKET INTO /' NUMBER OF MEMBERS PER P.E.I. ��� °C 0kco V RIDGE BEAM; EACH SIDE HANGER TAB (1-0209) ENGINEERING REQUIREMENTS) TYP. BOTH SIDES ®e � (3) #10 x 2" TEK SCREWS 8-2002 AT EACH I I MIN. (5) #10 x 2" TEK SCREWS a �6 I INTO EACH SIDE OF BEAM THROUGH RIDGE POST BRACKET OD SIDE OF RIDGE POST MIN. (5) #10 x 2" TEK ° I ' � _0 4i (8-2002) INTO RIDGE POST; W��E SCREWS INTO RIDGE I I PPT 4x4, 4x6, o a} EACH SIDE post P.P.T. 4x4, 4x6, 6x6 POST EACH SIDE iWo p fix6 RIDGE POST, TYP. g oQZ RIDGE POST TYP. AS SPECIFIED 8-01 15 I Ridgy° 12" MIN. LAP LENGTH ON POST; z rn o W*0 0 #10 x 2" TEK SCREWS; (2) m TOP (SIZE DETERMINED BY LOAD, I P°it TYPICAL AT EACH SIDE OF POST ' Z c o z & BOTTOM, AND STAGGERED ® CONTACT P.E.I. ENGINEERING) I m <Lj o cn 12" O.C.; TYP. AT EACH SIDE OF POST ° `� SEE GENERAL NOTES ON SHEET 1 FOR Z a a o w NOTE: HIGH WEND CONDITIONS MAY w En o REQUIRE ALTERNATE CONNECTIONS. REQUIREMENTS FOR PRESSURE TREATED a a Fzacc o 1-2044, TYP. AT EACH SIDE OF POST LUMBER AND FASTENERS. o o N ti'a a ALUMINUM RIDGE BEAM REQUEST. P.E.I. ENGINEERING. WOOD RIDGE BEAM, 6" ALUMINUM RIDGE BEAM (1-0218) ON WOOD POST ON WOOD POST „ ® og OR 8" ALUMINUM RIDGE BEAM (1-0229) USE 3/8 DIAM. x 2-1/2 LG. (NOTE: 6" ALUMINUM RIDGE BEAM 1 9A WOOD RIDGE BEAM T O RIDG E POST C O N N E C T I ON GALVANIZED LAGS W/WASHERS z A Z o ACCEPTS 3 PANEL HANGER (1-0210) INTO RIDGE BEAM STAGGERED w z g= ONLY, 8" ALUMINUM RIDGE BEAM ACCEPTS HANGER TAB (1-0209) AT OPPOSITE SIDES (SPACING O� 3 = WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER AT TYP. BOTH SIDES AS SPECIFIED BY P.E.I. '�� -a 3", 4-5/8" OR 6" PANEL HANGE GANGINGS, FIRST ISOLATE WOOD POST FROM ALUMINUM BY WRAPPING ENGINEERING) �� zo WITH EITHER OF THE FOLLOWING: 15LB ROOF.FELT, OR 1.0 MIL PLASTIC 8-01 15 vZ O w w SHEETING PRIOR TO INSTALLATION OF ALUMINUM CLIPS OR TRIM COIL. PANEL HANGER (1-0210) U' o v ALL FASTENERS IN DIRECT CONTACT WITH PRESERVATIVE TREATED TYP. BOTH SIDES N a WOOD SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, OR i rl m OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED j I WOOD RIDGE BEAM (SIZE AND d TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. I i NUMBER OF MEMBERS AS 1-0210 (3)-#10 x 3/4" SELF DRILLING1/2" I SPECIFIED P.E.I. ENGINEERING) boa 3 MIN. (5) #8 x 1/2 TEK SCREWS F SCREWS THROUGH RIDGE POST ° WALL EXPANDER (1-0203) THROUGH GABLE POST TIE DOWN I I USE (5)- #10 x 2 TEK oWo =od�� BRACKETS (8-2002) INTO W/LIP PEELED. FORMS CAP STRAP (8-01 15) INTO AV ° . I ! SCREWS THROUGH GABLE F N o W POST TIE DOWN STRAP RIDGE BEAM; EACH SIDE FOR AV UTILITY POST (1-2092) UTILITY POST (1-2092); Z o8 W(Jy=�W H 6 S W _ m a 1-2044, TYPICAL; EACH SIDE ° ° EACH SIDE ° I ' (8-0115) INTO EACH SIDE Leo a < � F � 2 10 x 2" TEK SCREWS o 'er 3 ZJ Z'J W MIN. 4 O # i WALL EXPANDER (1-0203) �a o Wcst3�m� O #8 x 1 TEK SCREWS THROUGH FOAM KNEEWALL TRIM I W�=W == =H W/ LIP PEELED. FORMS CAP a_ a R C U THROUGHoc RIDGE POST BRACKETS 1-2044 INTO RIDGE BEAM; a R W INTO UTILITY POST �� 8-2002 AT EACH ( )_ EACH SIDE I FOR AV UTILITY POST (1-2092) �z �z < . HUU' U D�d2J� SIDE OF RIDGE POST �o�� coo,�cz ° AV UTILITY POST (1-2092) =H 1-2074 (WHEN �j i 12" W/ 2.5" SQR x 3/16" STEEL ygooa3sZ AV UTILITY POST 1-2092) GLASS WING IS USED) I '=WoW �O=W NL W/2.5" SQR x 3/16" STEEL #8 x 1" TEK SCREWS; o - I TUBE (8-0091) TUBE (8-0091) AS SPECIFIED (2) ® TOP & BOTTOM, (1) (LENGTH OF STEEL TUBE INSERT TBE S #8 x 1" TEK SCREWS;- ,� 'm ° ° BY P.E.I. ENGINEERING STAGGERED ® 12" O.C.; ° ° AV U ILTOY POST)ME AS J (2) ® TOP & BOTTOM, (1) TYP. AT EACH SIDE OF AV Q J STAGGERED ® 12" O.C.; e e UTILITY POST'(1-2092) c ° Q TYP. AT EACH 'SIDE OF AV 8-2108A ;L:�_l-2044 Q z TYP. AT EACH SIDE UTILITY POST (1-2092) a 2-1/2„ ANGLE BRACKET (8-2108A) FASTENED z W Ljj 1-2080A T/HRO GITH IH N. EAC)H#LEG OF ANGLE BRACKET T" TEK SCREWS NOTE: HIGH WIND CONDITIONS MAY WOOD RIDGE BEAM a INTO UTILITY POST 1-2092) AND REQUIRE ALTERNATE CONNECTIONS; � GOH-SUPPORT (1-2080A) REQUEST P.E.I. ENGINEERING ON UTILITY POST N LIJ ALUMINUM RIDGE BEAM 19B ALUMINUM RIDGE BEAM TO RIDGE POST CONNECTION a ON UTILITY POST SHEET IOOF II . II 1-2049 SHMOM DETAILS 1-2082 8-2004; WHEN SPECIFIED 1-2049 'aff1%o BY P.E.I. ENGINEERING �� ,- ®e a T �sa� (3) #10 x 1-1/4" � (2) #8 x 1/2" TEK SCREWS THROUGH ? ° �� •� TEK SCREWS THROUGH j FLOOR EXPANDER 1-2056 INTO WALL POST SUPPORT LIPS OF WALL POST 1)2049 ANCHORS SAME 3 BRACKET (1-2053) ANCHORING NOTES: ( ) AS DETAIL 20 Q>�, INTO WALL POST FOR WOOD USE: MIN. (2) 3/8" DIAM. SHOWNBOLTS j Z +off (1-2049); TYPICAL , x 3-1/2" LONG GALVANIZED LAGS EACH SIDE ° WITH WASHERS 1-2056 `,®® � ••• 'e . o v FOR CONCRETE USE: MIN. (2) 3/8" DIAM. x ® 0 4, 3" WEDGE-BOLTS (2) #8 x 1/2" TEK ° ° ~ a in SCREWS THROUGH FLOOR ° ^ Loao z w EXPANDER (1-2056) INTO Z i r y>o ° 1-2053 WALL POST (1-2049) MIN. (2) #8 x 1" TEK > o a o z o SCREWS THROUGH FLOOR c In- o ° (2) #8 x 1/2" TEK SCREWS - EXPANDER (1-2056) INTO m z a o o rn ° THROUGH FLOOR EXPANDER (1-2056) J GANGING POST (1-2082) ON c a a 0a a o INTO LIPS OF WALL POST (1-2049) 1-2056 EXTERIOR AND ON INTERIOR o c' N a a 22 WALL POST CONNECTION AT 23 GANGING POST CONNECTION THROUGH FL00'R TEK EXPANDERSCREWS t-2056 N O N B EA R I N G WALL AT NON-BEARING WALL ® a o o� (1-2056)• INTO WALL POST (1-2049) o o: 20 WALL POST CONNECTION MISCELLANEOUS -ROOF DETAILS. N .T.S. DIE� 3 . =o ' DOUBLE I-BEAMS 05� o 0 AT BEARING WALL 2-3/4 WIDE FOAM PANEL #8 x 1/2" TEK SCREWS, ® HANGER, Oz o W SPACER BETWEEN I-BEAMS w (1-0217B) FASCIA LOCATION; ® 1/3 POINTS BETWEEN d HANGER AND FASCIA BUT NOT MORE THAN N a '(4) #8 x .1" TEK SCREWS 2-3/4" 4' O.C. MAX.; TYP. z n 'ON EACH CORNER AT TOP Typ. Rog 1-0114 1-0114 1-2079A f~ -26 g.. (2) #8 x 1/2" TEK 1" TEMPERED INSULATED 3", 4-5/8" OR 6" ROOF i o= ��oy ~ SCREWS PER STRAP GLASS ROOF PANEL PANEL (3" SHOWN) Z=m�c FE LOCATE SCREWS ON �� sEc10 SHOWN WITH DOUBLE I—BEAM 3" 4-5/8 OR 6" ROOF W<'b I � SCREW LINE OF i M �2��sQ HEADER SUPPORT 8-2111 7 FOR REINFORCED HEADERS 8-2004; WHEN SPECIFIED » +, CJ_ (3) #8 x 1/2 1/4-20 x 5 HWH BLAZER SD5 TEK SCREWS W/ _ W __: BY P.E.I. ENGINEERING H TEK SCREWS CLIMASEAL FINISH AND WASHERS (3 FOAM ROOF) 3�c�o�ei agzm" THROUGH HEADER 1/4-20 x 7" HWH "BLAZER" SD5 TEK SCREWS W/ (2) #8 x 1/2" TEK SUPPORT CLIMASEAL FINISH AND WASHERS (4-5/8" FOAM ROOF) cv CS SCREWS THROUGH (1-2079A) INTO 1/4-20 x 8" HWH "BLAZER" SD5 TEK SCREWS W/ HEADER SUPPORT WALL POST CLIMASEAL FINISH AND WASHERS (6" FOAM ROOF) (1-2079A) INTO (1-2049) (SPACING PER HIGH WIND REQUIREMENTS) ..4"< ' LIPS OF WALL POST CONTACT P.E.I. ENGINEERING J ENLARGED DETAIL Q (1-2049) 1-2049 1-0214A Q` . 8-0051; FOR 3" ROOF ONLY Z �— 21 HEADER SUPPORT TO WALL POST z w w CONNECTION "AT BEARING WALL 1-2079A 12" 1-0238A Q o 0 Ec11 HIGH WIND FASTENING °VMAx"G c~n w 7 AT HEADER SUPPORT Q SHEET 11 OF 11 p M M Q kA OF aT x o co r d�p�� EPIC J. '.. '' •1�j f x CEDEt?'s'=.CL��F O F,TRUCTURAL � O O No. 38952 4 or r n SUN PORCH AL V H BATH - KITCHEN BEDROOM BEDROOM DINING '--- - MASTER BEDROOM d LIV NG. P✓R --SEWING LOFT r'' i, ---- ------ CL05ET -`- ---------- ' ---- ---- --------- I .. CTT, L05ET TH f; Ibl.4EW WA_L W�E%IGTING I I - I _ 5TORAGE oil r7x 6•D bA.ED DpEVNG ----------------------------- -- --------------------- ------ cN A�l --g I p'KNE �g s 5TORAGE- -----_'-- ----- ------------, o H6.9 ---------------------- w �S WALL �- _ .-- -- AAN�62e S - GARAGE u-.I K I MEDIA ROOM1-2 AAN 161 L (E%ISTI��'G AMC; _______________ _______________ Z J oQ SMOKE DETECTORS REVIEWED AAN36e9 Q O 5 A�1]62 E—--EDGE GP FL,, Lu T - 1' / SLOPEG CEILING - -- _ I'— B ST�3LE BOIL/DING DEPT. DATE z "' 'KNEE- i Y Q WALL m O lJl �'-O• h W D- 'v v Q lY FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING KEY 1 < o - i Il-G• 12'4' lob+�.: IBIB ' - _ bate JEG.B.20IB .P EXIEiING IT.>I._9 - - e_Ele AS NOTED dr— OPERATOR • SECOND FLOOR PLAN F I R S T FLOOR PLANi _'..A LE 1/4" G p ALE /<" a I.'- " ri 0 y1 V/ x L 00 ~ 1 t Ell U y z w Q G w � U y U `e,v.P ,tea O� ERIC J. S� swete,sPaacPJ—, O STrUCTJRi�gL1 1 iO tNWb EAOcI-hc 1 U No. a38962 / _____________ _ __ ___________ ______ r -------------------- E nN a o m b g �Fc I n I aN` kv I \ I ac `a�o55 kZ y _. ° In ____ _ _______. ______ ____ ___ __. _ __ - LU NEWDEILINS I NEry S"RUOTIN'H Oi.� O JCIS"5 i 'O5T A 4LN ENO +\.\/ - OF N5W BEAM c - I (9 X 1/4 LVL BEAN(fur-N) f— ' ------� �r._.� .—._._.__._.—._ 2 AAEFLNAlt es ^ j "Hi T \ aATCHExlrlc Z Q _F lJl —n Dx PLYWacD O O 2:c£3 s.lb G4 '�I � `c8501b 0,... •\ AL..DRIP EwE F v < < p LU < I 8Ko 5 OL u n / (i�1,/A%l I/•F L'/I KAM LU54; ,r ... Q r� � / ,• R 3d FG IN ,^ �,a-".�,L� 5 EALH tdWAT �2 GYP BDARC tL 'Ili V' 2 2x55 0 Ib`G L. a £I RAfT:R(TYPJ IX°STRPPPII•G - 4�-� � 'Z n I ,5. 5/4 x 1.A LVL BEAN(FLUSH) MEDIA ROOM O J. - > ———————.-'.——.— -3 2%10 HDR EELOW Y10,541NbLE$ Q WINDOWS(TYF) 3:� i NE O .^ uo C_' L^i I_/4 x l V4 lVL BEAM'=LJSF) ) 2%b5II\6LOO OC PLY Q W V -4 TeG WOOD ON JJ E.sTIN6 2%E-RAMINu W v `I NEW STEEL UNDER BEAM - '� Q EMET' In 1, 2xa' S Ib,O.G. 2%8"_0 It-Oz.. i FL,OR FRAMINu iL F f (ZI 8/4%T'✓4 L'/L BEAM=LUSH) 9,' S%4%T 14 LYL Ba AN/FLUSH) - Job nb.: .1318 I vErve aer RA - OET A"—END NEW LALLY DO F NE EX S-NG OF N,A BEAM 5AT Te L OEM TO F s� GARAGE date 7EG.6.2014 DOM ONTO E%5�tY --__-------- -- FOJ\RATION WA.-L. —1. AS NOTBD - - drown OPERATOR I LJ T n t —z ROOF FRAMING PLAN S E G O N D F L O O R F R A M I N G P L A N 5 E G T 1 O N __ SOALL=, 1/6' o 1'-O' TO WIN OFR' Rkd S T A11E l u J - i' T I - - -- - , T �S P l_._A S O I SCALE 1 :30 C am". .` + p► T LEIS P R POND SAD _ ,,z�- o �- XAMT�'l� �I ��'G 7��s�' / "�'�,e��,� l�` 1t!© s ,�..�.. ��lt� v8,� C pis L` yam' _,.. � ;r i Q J`� / � ;V o f�} ✓ �A IF go,Or 150fo T � 7 A h }} , J / F �G _ H 3 OP w a m 2. L �Ui1 Q o � r C�L PARCEL 20 �- / 8 , I I + I .- r 6 TES TP Construction of ,this r u p opnsed septic system shall be in conforn.ai.ce with ..--- . G � Title f r� e 5 o the MA Sanitary Code. An as built certification K �/� � .�... Y is required prior to low backf ill 2_x No changes ar s e m�G to be made to this plan or 'd x ����� g p _ design without approval of the PP g GB. Board of Health and the De r- - _ �- 1C�7�C� !! S.�GI�"1B sign Engineer. . 3 . Th a econtractor -is responsible to ensure that the septic system is P Y .--�- � constructed as per the design 4 _ p herein and location .indicated. 1 a , a �x _r VK 4 . The septic n� t c >;a k should be checked an P nually and as required. pumped _ Joe ► if - �' !.(���� w h p i 1 I "i 1 _. '/ ��. . LASEPx- SIRE T { OF J L PROF=,1 L.E V # E: W E4 r ...... .. ..... ()VO7 TO 0 a, A 1., ; ��' EDWARD L N PESCE ti CIVIL No. 32001 .e O f E ISTE f F G SS NAI r Get £�_Y �. cair on �£ this drawing �s n SSA � g of valid unless e t.� t scam above ;1 o e ise ..{ rat � providedin .red ink: sr Ti10� - - t SOO r 6 a C 4 _ f : ., < r lV 846�9�T _�, r�r 5 f�t� AS .. : n 2 �ID or , i y f .: . " ,