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HomeMy WebLinkAbout0385 WHISTLEBERRY DRIVE .. � /� �� �� . . . �. �, : .. , .. �� �. f �. �e � �, �. r � - n �, - .,._ , .� � � o" ,. �'� - - ' u � .. � ,. � � �. � .. .. �n - �, o o � � .. a �. „. � � , �, u � � �F n ' �r : ` � �� �: � � . .. �a R � ^ .4, � � �i : V .: e _ �. �. � h o � .�. n `=""'"�!.!•.^r_-..+.r.T.�..,...-.,.;.,-.._v-.....___, _. ......._. :., ..... ... .....,.,..+_.'7..�„�.—.rrn..w+....+*r, ,......+. r. _....�.. .N...+_—...- !�r+.�.�..^-r.r'+�*M""�. -- ��°^ ..�_.�..►�..v.� ._�_ «+r-...ws-.. � � , a �4 F ', �' i �y y i � o �3 i Qr k N :� 3 r a f � � .. i c r � 1 �p THE Tp� Town of Barnstable er tit bSD-7?e ~O, Erpires 6 month rn Lrsu Regulatory Services Fee • tiaxxsrest.>r, 9 A ,MASS.. �� Thomas F. Ceiler,Director rE0 MP'I A Building Division Tom Perry, CBO, Building Commissioner V• 200 Main Street, Hyannis, MA 02601 www.town.barns table.ma.us Office: 508-862-403 8 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid witlfout Red X-Press Imprint Map/parcel Number mq D oat Property Address`,Ir— 3 E.51.4 Siam AZ44 y bA, esidential Value of Work 34 2 00, © G Minimum fee of$35.00 for work under$6000.00 Owner's Name & Address l� ( j{-/}-i2 j� f� fJ� f� Contractor's Name D, N WEB Telephone Number 509-- S66—33c,7- Home Improvement Contractor License#(if applicable)-- Construction Supervisor's License#(if applicable) �(pl ---------------------- ❑Workman's Compensation Insurance -PRE Check one: I am a sole proprietor I (� `G ► ll1 ❑ 1 am the Homeowner ❑ I have Worker's Compensation Insurance TOWN OF BARNS TABLE ABLE Insurance Company Name Workman's Comp. Policy# Copy of insurance Compliance Certificate must accompany each permit. Permit Request (check box) Re-roof(stripping old shingles) All construction debris will be taken to L ejLAM LfVilb j rI LL ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum .44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License & Construction Supervisors License is equire .I C NATURE: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600,Washington Street Boston, MA 02111 w)vw.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): DAtt i, Address: ��� ��-y �✓ V/e,4.J W City/State/Zip:_)E A/*-Oa-K?d Phone 0� Are you an employer?Check the appropriate box•. F13.00thier .project(required): 1.❑ 1 am a employer with 4. ii� I am a general contracJd ew construction employees (full and/or part-time). have hired the sub-con 2.❑ 1 am a sole proprietor or partner- listed on the attached semodeling ship and have no employees These sub-contractors emolition working for me in any capacity. workers' comp. insuranilding addition [No workers' comp. insurance 5. ❑ We are a corporation an required.) officers have exercised ctrical repairs or additions3.❑ 1 am a homeowner doing all work right of exemption per mbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we haof repairs insurance required.) t employees. [No workerscomp. insurance requireer *Any applicant that checks box#1 must,also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that isproviding workers'compensation insurance for my employees. Below is the pplicy and job site information. Insurance Company Name: Policy# or Self-ins. Lic, #: Expiration Date: Job Site Address: 3YS WA sTLE rA! y City/State/Zip;411ASTDRt` I 4-1 v LJF Attach a copy of the workers' compensation 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 D1A for insurance coverage verification. I do hereby c rt under f e pains and p !ties of perjury that the information provided above is true and correct. Si ature: Q Date: Phone#: 0 06-� (o G Official use only, Do not write in this area, to be completed by city or town offciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other z r ti Town of Barnstable ` Regulatory Services sAxrrsres Thomas F. Geiler,Director 9�'°TE ►'�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax. 508-790-6230' .;._ Property O ,,herMust Complete and Sign This Section If Using A Builder Rol). j2T'r , as Owner of the subject.property hereby authorize e �, (,U)Y g j3 to act on my behalf, in all matters relative to work authorized by this building permit application for. �13 R.S WhisXf-A b k, ,S�TJ�S/lilrLCs (Address of Jo ). Signature of Owner Date • �`Ghd� J llJ6,G/� • Print Name If Properfiy Owner is applying for permit please complete. the Home owners.License Exemption Form on 'the reverse side. r;l 1's Town "of Barnstable Of THE rpm o Regulatory Services Thomas F. Geiler,Director rswss. i6s9. ,0� Building Division Tom Perry, Building Commissioner 200 Main-Street, Hyannis, MA 02601 s-ww.town.b arnstable.ma.us Office: 508-862-4039 . Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied;dwellinps of six;units or less and to allow homeowners to engage an individual for hire who does not possess a license,,provided that the owner acts as supervisor. DEFINITION OF BOMEOWNTR , Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who.const7ticts more than one home in a two-year period shall not be considered a bomeoRiaer. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned "homeowner"certifies tbat.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. Signature of Homeowner Approval of Building Official . Note: Three-family dwellings containing 35,000.cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any.homcowner perforrning work for which a building permit is required shall be exempt from the provisions of this sccti.n.(S.ectian 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a pason(s)for hire to do such work that such Homeowner shall act as supervisor." Many homeowners who use this exemption arc unaware that they arc assuming the responsibilities of a supervisor(sce Appendix Q Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed . Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hc1shc understands the responsrbilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a forra/eertification for use in your community. -WORKERS' COMPENSATION AND EMPLOYERS LIABILITY INSURCEAN POLICY Iln r W fo oration Page. . Atlantic Charter Insurance Company VDAC NCCI Co. No.:29211 Policy Number: WCV00730204 1. INSURED: Prior Policy Number: WCV00730203 Tyndall Roofing, LLC Producer: 80 Brigantine Avenue Fredericks Insurance Agency, Osterville, MA 02655 Federal ID Number:204616445 Inc. i Risk ID Number: 1046 Main Street � Business Type: Limited Liability Osterville, MA 02655 SIC:9999 NONCLASSIFIABLE ESTABLISHMENTS Other Named Insured: Other Work Places: 2. POLICY PERIOD: The Policy Period Is From: 7/11/2010 To 7/11/2011 12:01 A.M. Standard Time — at The Insured Mailing Address 3. COVERAGES.- A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A. The limits of our liability under Part Two are: BodilyInjury b Accident $ 100,000 1 rY Y each accident Bodily Injury by Disease $ 500,000 policy limit i Bodily Injury by Disease $ 100,000 each employee C. Other States Insured: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A All states except Monopolistic State Fund States D. This policy includes these endorsements and schedules:I See WCE105 4. COVERAGES: The premium for this policy will be determined by our Manual of Rules, Classifications, Rates & Rating Plans. All information required below is subject to verification and change by audit. Code Premium Basis Total Rate Per Estimated Classifications No Estimated Annual $100 of Annual Remuneration Remuneration Premium See WC 00 00 01 Minimum Premium: Deposit Premium: $500 $1,421 Interim Adjustment: Annually Servicing Office: Total Estimated Premium $1,348 25 New Chardon Street Surcharge(s) 73 Boston, MA 02114-4721 Total Premiu nd Surcharge $1,421 Issue Date 07/06/2010 Countersigned By: DateJUL 0 6 Zi��fl )pyright 1987 National Council on Compensation Insurance Form:100m 11 al,l.lall 11 U.11l 1.1— Vl"llall llllllll 111 l U11111 Jallll l Board of Building Regulations and Standards Construction Supervisor License License: CS 46189 DAVID H WEBB 24 MEADOW VIEW DR E FALMOUTH, MA 02536 Expiration: 10/29/2012 Commissioner Tr#: 5127 License or registration valid for individul use only Office of Consumer Affairs&B smess Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration: , -119766 yp. T e: 10 Park Plaza-Suite 5170 Expiration: 8/28/2011 Individual Boston,MA 02116 W B CRAFT DESIGN= =_�' t !u, � DAVID WEBB - 25 MEADOW VIEW;DR.:.� �� - EAST FALMOUTH;MA;Q2536:=' Undersecretary Not valid without signature 1HE Town Of Barnstable ,- rn table *Permit Q0 G 70 � T� E.rpires 6 uoil/s from issue.date Regulatory Services Fee PERMIT BAR !GgL� ^�-O y� JJvv1��bA.39. `�� 2009 Thomas F. Geiler, Director t AlFO P't A ARNSTABLE Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us O ice: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Numberb&k- 2l( Property Address � I,J11 'S'71-etiCKi�y" f r /✓1/�1�.5'i�'i��5.s�al�'�J Residential Value of Wort. �e 6 U r o"� Minimum fee of$25.00 for work under$6000.00 /� Owner's Name & Address kic t�l-ch Ro 13ce:rr P Contractor's Name_ Dar„t:a 14" Telephone Number 15 ay_ZR I Ionic Improvement Contractor License#(if applicable) r✓l l Construction Superv.isor's License 9 (if applicable) "7(a/O ❑Workman's Compensation Insurance Chec one: 1 am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy # Copy of Insurance Compliance Certificate must be on file. Permit Request (check box) Re-roof(stripping,old shingles) All construction debris will be taken to frUC. ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum .44) Where required. Issuance of this permit does not exempt compliance with other town department regulations,i.e. Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. ti1CNATl;RE: __—.G -f/ U I'I-II.1iS%'FORMSlhuilding permit Ibrms\EXPRESS.doc Revised 100608 VIIQRKERS' C OMPENSATION AND,EMPLQYER..S LIABILITY INSURANCE POLICY Infiorm anon Pa e 9 1NC 00 00 01 Atlantic Charter Insurance Company VDAC NCCI Co. No.:29211 Policy Number: WCV00730203 1. INSURED: Prior Policy Number: WCV00730202 Tyndall Roofing, LLC Producer: 30 Jillian's Way Fredericks Insurance Agency, Marston Mills, MA 02648 Federal ID Number:204616445 Inc. Risk ID Number: 1046 Main Street Osterville, MA 02655 Business Type: Limited Liability SIC-9999 NONCLASSIFIABLE ESTABLISHMENTS Other Named Insured: Other Work Places: See WCE107 2. POLICY PERIOD: The Policy Period Is From: 7/11/2009 To 7/11/2010 12:01 A.M. Standard Time at The Insured Mailing Address 3. COVERAGES: A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states liste here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insured: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A All states except Monopolistic State Fund States D. This policy includes these endorsements and schedules: See WCE105 4. COVERAGES: The premium for this policy will be determined by our Manual of Rules, Classifications, Rates & Rating Plans. All information required below is subject to verification and change by audit. Code Premium Basis Total Rate Per Estimated Classifications No Estimated Annual $100 of Annual Remuneration Remuneration Premium See WC 00 00 01 Minimum Premium: Deposit Premium: $500 $1,284 Interim Adjustment: Annually Servicing.Office: Total Estimated Premium $1,217 25 New Chardon Street Surcharge(s) 67 Boston, MA 02114-4721 Total Premium and Surch rge(s) $1,284 Issue Date 06/22/2009 Countersigned By: Date 'UN 2 2 20 Copyright 1987 National Council on Compensation Insurance Form: 100r - i { istration valid for i)tdividul use only -Q License or regrration date. If found return to: . �re �anYm�r iou and St 0 before the exp ulations acid Standards la Board of Building Reg T CONT�`CTOR s Board of Building Reg m 1301 OVEMEN one Ashburton place R HOME IMPR Ma.02108 Registration: 116064 Try 267427 j' Boston, Expiration; 51 010 '1512 Corpor -Type. Ltd,Liability L ROOFING LLC i nature Not vad�Hwthout g F TYNDALL+ __. 1..__... ANS WAY � Administrator ONS MILLS,MA 02648 istr:tion valid for individ-i use only O/k ,/tllwj mpl License or reg If found ret"n t s iratior. chat- d Standards before the exp Regulations an 91t ions and Standards Board of Building 1301 Board of 11ui1dmP. Oid fZPCTOR on place Rm k, PROW..MENT C one Ashbu►'t02108 _ HG,4iE IIVI a, Boston,Ma. _ Tr# 132550 Registration:, 119766 ` ` Exprration _ar)812009 DESIGN without signature WEBS CRAFT Notvalid DAVID 17 ACADEMY LN.. l;;trator FA�.MODTH.MA 02540` X:'� 11"a''Ichusetts- Del) Board ortment of Public S:rfhc Rc' ulatlons and Standards j._. ,,,,,.ConsPruct16lksupervisor License ..:ut:Eidense:.-CS .46(89 R4vricted to: 00 DAVID H WEB13 17 ACADEMY LN FALMOUTH, MA 02540 Expiration: 10/29/2010 ('unn„isiuner:. Tr#: 5826 Tr�ti Town of Barnstable ' Regulatory Services Thomas F. Geiler,Director Buiilding Di-vision Tom Perry,Building commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, R104Mb p 8 ft ri , as Owner of the subject property hereby authorize b i to act on my behalf, in all matters relative to work authorized by this bac ing permit application for. .(Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Home6wners License Exemption Form on the reverse side. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Build ers/Contractors/Eleetricians/Plumbers Applicant Information Please Print 1,e 'bl Name (Business/organizadon/Individual): Addres I?7A,&Y"oJ V"at_- �2 City/State/Zip: � � ee,_'' �V� Phone.#: cSQe- s6�— Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 1 am a general contractor and I 6. ❑New construction employees(full and/orpart-time).* have hired the sub-contractors ..2:❑ I am a'ole proprietor or parttler-' Listed on the attached sheet 7. .❑Remodeling ship and have no employees These sub-contractors have g, '❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'..comp..insurance COS' tnsurance'$ regtired.] S. �] 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.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required] t c. 152, §1(4),and we have no employees.[No workers' 13.❑ Other comp.insurance required.] •Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. iC on ontractors that cbcck this box must attached an additial sheet showing the name of t c subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'corrip.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.Lie.#: Expiration Date: Cit Job Site Address: ylState/Zip:/'/(/J-1�r 7VrZ ,-Q6f �,f�«2��p• Attach a copy of the workers' compensation 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 finq tip 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce fy under the pains-and p nalties of perjury that the infonnation provided above is true and correct. Si e: Date: �—l3 —a — Phone# c�GG 3 LJy2C/ Official use only. Do not write in this area,1b be completed by city or town offx L City or Town: Permit/License# Issui>;tg Authority (circle one): 1.Board of Health •2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,Map r Parcel 061 — 0 Permit# (e:�3 70 Health Division y Date Issued Z Conservation Division G Z V*L Application Fee _g �� �� ov Tax Collector �- / Permit Fee Treasurer SEPTIC SYSTEM MUST EE `l 3� INSTALLIED IN COMPUANcz Planning Dept. VM TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AN[ Historic-OKH Preservation/Hyannis TOWN REGUL.A,°'10HS Project Street Address J 95 VV h isf Ie b-e,rr \j Village M ci r-s I O h S K I I I S n ilecos f--� OwnerJ / Jl P Address ,385 Wh1sH-e,6�,fn1 :DP Telephone CS D 0 2© " 1 Permit Request D a ¢eMca Shed1 r5f'af AC1 6a bfa/- 0-00u�- ' y �6Mtr Square feet: 1st floor: existing 1TE proposed 2nd floor: existing �7 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio 96Vo QV Construction Type Lot Size , 07 gCrfS Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Cl Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes )No On Old King's Highway: ❑Yes XNo _ Basement Type: ❑Full ❑Crawl 14 Walkout Other WA e 1S ul1(�1Pf' qG(S� I i_ e* Basement Finished Area(sq.ft.) J Basement Unfinished Area(sq.ft) 1101- '-7) c Number of Baths: Full: existing new '� Half: existing new'- o Number of Bedrooms: existing new Total Room Count(not including baths): existing 10 new ' First Floor Room oust o rn Heat Type and Fuel: ❑Gas XOil ❑ Electric ❑Other Central Air: ❑Yes Pl No Fireplaces: Existing �_ New Existing wood/coal stove: ❑Yes *o Detached garage:❑existing ❑new size Pool:Cl existing ❑new size — Barn:❑existing ❑new size 1 ttached arage:Xexisting ❑new size � Shed:❑existing)(new size Other: u nc6r) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 4APC2(^A)er e r rU Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /. SIGNATURE DATE r z s , FOR OFFICIAL USE ONLY PERMIT NO. i DATE ISSUED MAP/PARCEL NO. ro ADDRESS _ {'_n VILLAGE / - r OWNERh y' �� DATE OF INSPECTION: r FOUNDATION � FRAME cz INSULATION FIREPLACE -� ! ELECTRICAL: ROUGH FINAL' s ; til PLUMBING: ROUGH'Q; FINAL" ;•� - _'� -PAS: ROUGH .-. FINAL FINAL BUILDING 1. Xl� Id i DATE CLOSED OUT , ' � �? � .- %•• •'" G ASSOCIATION PLAN'N0 " r The Commonwealth of Massachusetts w Department of Industrial Accidents office o1111YO 92119ns : 600 Washington Street '11 Boston,Mass. 02111 Workers' Com ensation Insarance Affidavit name-: John .o r� r b location: cityl ► 'lam hone ❑ I am a homeowner performing all work myself. ❑ I am a sole e.or and have no one worku in ca acity riet rovidin workers' co ensation for my employees working on this job.::: ::::::::::: : :,::,::::::::: :: :: ::: I am an :com an .:.............. :`:i:%::::t`:{r`..........:;':ii'�i:: : ;k:::it::::%%4iit :i?iiii$::ii:tY<;i:;:isi;::4:i:ty is ii::`:4tiii%iti:iiiittiiit:i siii'r'r;iiiiY.J:t•:::::•J;::!::::.}:;:::::::v:::::v:::.�:::::.....:. S :i::•ii:i•:'J:iti•i:i•iii:.�.�::.::. addre -Xx >:: i•115117'aR �/// I am a sole proprietor,general contractor,9ffiomeowner circle one)and have hired the contractors listed below who have ' 'co ensation olices: e followingworke •com an..nam _.......... _:,.::.:..::;:..:.. ..;'::::;:;::::;:::.. ,..:::::::::::::::::.::::::::::......:::::.::::.:...:....... :.i•t;:':;•:•::?f:�: •.:ii:,:!ti}}i::j:f• i:~:;:; :!ii:}.j;:�?':�'?!:;::•:<:V;:::•,:? :::',`Y�:;::i:,v'isiv�i(.i:•::•:v::Lti^}ii:•iivJ::::::::•.; ....:.::::::.. ; .................::: .................:....... :::::..........:...:: .::........... :i:•is4ii:•iii}i:•:J:t:';:yh:it};:::::•i::::v:..•:::::::::::. :::•.�:::.,v:•i:•:i:w}.' ••}v• ::: hi''..i4::r :. :::. h:•>}iiiiiii>: ii' ................... �i ..n h e# .ci fv< n�tirartce ME � a ..........:::.::::.......:........ ....:.:::<:::::::.. ...........:::::. ............................ .: s.:.::':'.:.::::::::::..�:•:•:::::::... .............:::::;;:•;:.:;:•;:.....::.::..:... . .::...........x. ........... ..:......... ...........::::....::..:::......:....:... ............. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penaltie+of a tine up to S1,500.00 and/or one yam,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and aline of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify he pains penalties of perjury that the information provided above is trwe d co eel Date / Signature Print name ' e 6 rb Phone# i1�/' official use only do not write in this area to be completed by city or town official permittlicense# ❑Building Department city or town: ❑Licensing Board ❑Selectmen's Office ❑duckif immediate response is requiredQgealth Department contact person: phone#; ❑Other Ormed 9/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 insurancerequirements of this chapter have been presented to the contracting authority. Applicants Please fill in'the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of as all affidavits 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 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. City or Towns 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. The affidavits may be rewftR to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Department of Industrial Accidents Me of Invesugallons 600 Washington Street - Boston, Ma. 02111 fax#: (617) 727=7749 phone#: (617) 727-4900 ext. 406, 409 or 375 ,j RESIDENTIAL: SHEDS -POOLS-DECKS-OPEN PORCHES- GAZEBOS DETACHED GARAGES FEE VALUE WORKSHEET ACCESSORY STRUCTURES >120 sq.ft. Sheds,detached garages,gazebos,eta) . >120 sf-500 sf .$35.00 $ 6 >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf 100.00 $ >1500 sf—USE NEW BUILDING PERMIT APPLICATION DECKS x$30.00= $ (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 $ ABOVE GROUND SWEM MING POOL $25.00 $ RELOCATION/MOVING $150.00 $ (Plus above fee if applicable) PERMIT FEE $ Q:forms:dkcost eff:082301 °FIRE lob, Town of Barnstable ti Regulatory Services ^S Thomas F.Geiler,Director y Mass• � 1 3. Aim Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations, renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. ))�� Type of Work: �Cl�i� Estimated Cos Address of Work; Owner's Name: of 1n/ V I I �C r o �Q �Q Date of Application:_?A(O 16 I hereby certify that: Registration is not required for the following reason(s): it ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. Date 0 er's Name I O:fomwhomeaffidav l Town of Barnstable yP�OptHE Regulatory Services * . • Thomas F.Geiler,Director BAxrtsrABLE v MASS. �* s6J9. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: Oj JOB LOCATION:. number street village "HOMEOWNER":, -Ib name me phone# work phone# CURRENT MAILING ADDRESS: DR, _1l 1 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-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 responsible for all such work performed under the building permit. (Section l09.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspec ' procedures and requirements and that he/she will comply with said procedures and requireme gn ure of Ho eowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner 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 the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner 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 t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt customize your shed . . . Options & Upgrades Site Requirements o e Note:Options and upgrades are an additional cost to the standard pricing. . Clearance.Shed site needs to be located at K i• a, o"o90ode' s CI S_Fw . •�k arnirt. r Pleasant aroma naturallyr~P °' ° P treated plywood floor least 3'from any fences, trees, etc. Please remove �� �� n .•Vertical exterior sheathing P Yw $ 1.20/sq h� - e cdf cs a insects and resists rotting r s an _ •Durable and economical 2"x6"floor joists upgrade for 6'x8'wide units $ .92/sq h tree branches, brush or other obstacles 3' around watt- •Ages beautifully @l6ssle a adz •Pre-primed surface makes an c t •„ee P- (upgraded joists aregestvre treated) r$b •Excellent base for stain and paint perimeter of shed and 12'above ground. p • h P d ctto excellent base for paint Vinyl -oo ,,_ , •Very stable-resists warping o n •Upgraded and ... . Colors and buckling U,o,, feT improved Land Grade Must be less than 6" slope from nn�r F 6x6 $ 25.00 10x14 70 00 highest to lowest point,with no protruding rocks or 5.6 stumps in the area. beam; 0 8x8 $ 30.00 1flx18 $100 00 • Access Shed is delivered in prefab panels; clear •..,.,. .:3 sl^ '�'.r-'�wrrq e 8x10: $i 3�0 00rr 1OQ $�12 500 access to site is necessary-stairs, narrow walkways, 8x12 $ 40.00 12x12 $ 76.00. fences,gates,shrubs, carports,awnings, arbors, E a8x,14 ,540.00 '_ I2 8-YO-0 n N2...�5'� > rt �,,ti6�. »� A etc. may present difficulties and should be brought 8x16 $ 50.00 12x16 to the attention of Sheds USA prior to delivery. sue.mv- kmmimamal ' • Land Quality Consider all factors when 1002 $ 60.00 12x20 $150.00 choosing Your sit e, including uding Pr oPer drainage, I 6x6 r _.Q0 1,179 00 $ `. 00 89 ° ra.e. .ems F $ 5 00 firmness of earth, etc. �;�� WAR OOFta _ !-71 �" 55 00", `t Note:Larger door sizes may not fit on all shed walls. r� x $ 049'00F Permits are the sole res onsibili of the homeowner. rt�w � $� t_I a <s ` �_: Size Wood Price Vinyl Price P ty r�8x8 n 9©0 i t $1,379.00 } 8--:4q $ 999.00 0 • Exchange standard40"double door for 54" $ 50.00 $ 79.00 Please contact your local town office soon after b8x90 ,' _ da29 0•1?a 2-.: c� �� »^ect �r-.. I l ri"2. , as `� $1 229 00'1` 6rchange standard 40"double door for 66" $ 95.00 $ 99.00 } � 3 ryb � rr Eyrchangestandard40"double door for78" $ 125.00 $ 129.00 ordering your shed to determine any restrictions = 8x12 $1999s® $1 829.00 39 00 $1 469 00 • -4.69. 6z6 shed size only or setback requirements. � TY$2 089 00 s- f '186�yb z t $1 7.39 00 f Exchange 26"single door for 40"double door $ 40.00 y _ 2,,3 . I $ 60.00 Shed site must be 150'or less from where G, I }cY -.et+ -Y'Lk-c.f-G -rT4 �•S� J g & 8�16Tyq, 2-SF•s9,�0. � -+� {� ,•,�J$2#339 00 2 `49?00 ��• $1 999 00 � Oth Ydons. � '� ti 1. _ rr^ '� 2--:_• ,a: 'e a ¢' tg fir•,: o,x°x 7r S a large tractor-trailer can ark. Shed sites 150'-300' 66 $1 525 00 . . . .. Item} +Wood Price Vinyl Price g P e '� "7 x'-t J,w.... ':`.., e . °'�4'pressure-treated ram FREE FREE from truck parkin area will incur a$50.00 fee 10x12 $' US ® $2 279 00 P P f; _ ._: n t $�1 3 00 $1 889 00 $ 99-� payable to the delivery crew. If our site is farther Additional 26"single door ti $ 79.0o P Y rY Y '�IOx14. <:n 2a°739,t.0', • r�s cx} ^s f 3rr ` m yl t= c`Y� Ott= s s , : .3s ,� w h w K 2 29m0 z�: $2 49 00 ® Additional 40"double door $ 108.00 $ 149.00 10x16 x. $ h49:0 6 $2 939 00 $�2�5 r, Additional door than 300' please contact our main office. x -,--� ,. �9�0 _ $2 375 00 $ 120.00 $ 179•00 10x 8' 3° -900 rM _v: �99�Q0. k �n �, -`�' F <K a Additional 66"double door $ 150.00 $ 199.00 E �... ._ n -, b L - ._ :$2 $2 599004 Additional 78"double door $ 160.00 $ 229.00 he above site requirements allow us to build a safe,sturdy shed for our •x _a 10x20 3`7s9900 $3 635.00 3r; 59r00 Additional window customers.If any of these requirements are not met,your shed may 20 w z,,F ;ry n .:s x $2,899 00 $ 60.00 $ 69.00 not be built and a fee of$150.00 will be charged for our crew to return y;'>'12x12 2v,s99('3 _ $2 649'00 3 9wpp �� wh 4 ? (includes fioraer box and shutters) and construct our shed once conditions are met If this occurs,delivery $2 139 00 Vm Ish y ry %,� �rw , 1 y shed window upgrade Uunrtwrurll n/a $ 49.00 of our shed materials must be completed and laced on our property, 12x14 $3 1 9 00 $2 999 00 2 58 '00 Y P P Y li pefeein. $2 399 00 Window screen(each) $ 15.00 $ '15.00 a location accessible to the final shed site to avoid a 20%re-delivery fee. ts,. �2,9 r00, 5 ` $ Aluminum gable vents(pair) $ 30.00 $ 30.00 It is the customers responsibility to cover the materials with a non transparent, It � ": ' • s�° � s��.RLMA> rl: ' eaun 12"_x8'Shelf. $ 45.00 $ 45:00 wa rP prevent unnecessary and or discoloration. T2x18 $ 94' p $3,749 00 . �: a a e t.s: StL,>.> to roof material to weathering y � $� "5•©0 3,049 00 $ 65.00 all fees are due at time of notification. a ri r� - $ 4'storage loft for 8'wide sheds $ 65.00 o 'I�z20- 4 .©� z a '$4�229 00 � � - tl'9 0.0 -� � "� � I s 4'stora a loh for 10'wide sheds z env t�i 2 ` ' $3 399yOr0 Q 8 $ 80.00 $ 80.00 S V� 4'storage loft for 12'wide sheds $ 95.00 $ 95.00 /� I n {_ C� (loft storage space wX nary-vh-f style) Y\ -O l U L,.e- S u 1'\ -U - l u h Standard Program Custom Design Options DELIVERED and BUILT ON r • Door&Window Layouts • Shingle Color • Option U rades . SITE FREE of CHARGE' .fir s fps' rs ar 'rtt =te �bie K©Y g P Pg r �, 9 h �Fyao, o '1R fi [e c oF. Sjoin (Positioning) (Black,white/gray,brown) (Window Screens,Ramps, Y f :.* y S „ Door Enlear ements,and more) .. �•-»tFAZI.4 kt0 �' U rJ x • Roof Style . Several Siding Options s �nelr'.:. -,•ro: lo.• �. P- _ :, +gilt a'a n o rtai5n o•=', vv �d oocs (Gambrel,Peak,Extended Peak);, (See above chart for samples) Note:Options and upgrades are an LIFETIME WARRANTY I um - additional cost to the standard pricing. PPRIMETEP LAND SERVICES, INC. ROBE B. SriCES,'r':L.S' LAND AND MARINE SURVEYING AND ENGINEERING DAMES A. PAVLIK P.E. P.O. BOX 87 #28 ROUTE 6A' (508) 83378460 SAGAMORE, MA 02561 SANDWICH, MA 02563 FOU NDATIDN A3-BUM- NFVU 1--DN6rkur-Tu)N MAP 6Z► FARLEL 2[ . BARN STABLE MA55A6W,15ETT3 LOT 3 5 �Wl��sr�BeRR�' MAP 6Z, NAC-rc.. zi Co /,07 qc, MEW POUND4VON 00, o0 moo. 0 b 9`310,78 l�E�E.RRY �R�v E CERTIFY THAT I PERFORMED AN INSTRUMENT SURVEY OF TH15 LOT � ROB3 AND TART THE FOUNDATION bNOWN o SYKES U o No. . E o GONVbRryth TD THE SET BALK REMURE- 9o�F �EGIST- MENT5 OF THE TOWN OF BAW67"A BL E, AI o%- MA, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# SS 93 0 Health Division /U 1 Z Date Issued OS Conservation Division Ti .s (� Fee D Jo SD Tax Collector I, Application Fee �S. Treasurer 11*71MM Planning Dept. Checked in By pp��S7 t�G SEM SYSTEM Date Definitive Plan Approved by Planning Board uA o'T j y W ROOMS ��7t� Historic-OKH Preservation/Hyannis Project Street Address 88,5 UAi� ,b '0 \ �1— Village , q/'dye, Ali�,[Ize Q L--- �L q Owner f�tch �Prijc & /106 Address 38�AAi j'f�� TN��.&�A.1 Telephone Permit Request conj*"l'/e n l�� P �� ,S'U/)/�fJ®M ®sn exz t66.m deck. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation !�4 , *7J � Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size /10 7 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: ❑kds Q No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other n' m Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half: existing nela >' Number of Bedrooms: existing new G' M 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:❑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 BUILDER INFORMATION ` Name f'a'60 &1 C-10,Pf>rej e_27,-1-e. Telephone Number Address J`�® /n�lEs �tC �� .Qo License# �' r(7?C�.Z2 Z S�ZS'®? t/y1,ry 7 0 Home Improvement Contractor# to 4Z&T_ Worker's Compensation# a p\u ue)9Agj 73� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ac mw Cal SIGNATURE DATE Z�N /,Al— i _ FOR OFFICIAL USE ONLY PERMIT NO. • �,,. -, DATE ISSUED MAP/PARCEL NO. ADDRESSVILLAGE OWNER f- r DATE OF INSPECTION: r r FOUNDATION iloy j P. AN7 �!iA✓v�t3 �Y a'L�'�U 3^(/ FRAME INSULATION FIREPLACE �. ELECTRICAL: ROUGH _ FINAL i X M f .` PLUMBING: ROUGH cU O FINAL. '. .� 0 , y. it ' / as -• � "1 GAS: -ROUGH FINAL'• FINAL BUILDING d/ �DATE CLOSED OUT ASSOCIATION PLAN NO. `J �• l/ 07/27/2005 12:26 FAX PATIO ENCLOURES C 002 iL ...... 01 �•.•,-'ram^' .. �• ! f 1• f. ;` , ;� � a i f _...�. �,.L.' ,.'' i;:` }•SMt }`, I J ............ t 7 ........... --I }.. - -•�xi3� f d�k ' Oo k- b y per.•! ;. .�...�..:i.� •:y 0 t e 'JO 1117 0a3- 10 ii,+-!- ..,"1.;` .,j..,... � � ; s/¢x�lo p�"o(r�.k►, . � �c-�rer-p.� wit I!I:..� . j 'I 46 be rep lkx ri r7:' tiel —---.__= The Commonwealth of Massachusetts Department of Industrial Accidents ` OfJiceO//nyesUffiffm - 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: f lication: 3 //V Af-30 l F—obF ! 7 0/7• ` 1 city Ain-n Alb I-- J_ •/� phone# 0(I am a homeowner performing all work myself. 0 I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. l:4ID11&IIy name. Pt +f. Itlo �'e . t, f: y atDn . •9 0.?78D phone#: insurance co. 1" akFkU ��� -0. policy# VRU . ✓ : - .` I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name• address. ci phone# insurarit a eo.'` ,. . policy# :> i~Yf company name: :itddress. .ClrtY= phone th r Insurance co.:' :. policy# Failure to secure coverage as required under Section 25A of AICL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a tine of S100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Office of Investigations of the UTA for coverage verification. ,an-) # I do hereby cert fy a to pains and penalties of perjnrj•that the information provided above is true and correct Si attJre ` Date Z P�.name If, cJ" hone# official use only do not write in this area to be completed by city or town official city or town: permit/license# OBuilding Department [3I,icensing Board 1• check if Immediate response is required []Selectmen's Office i. []Ifeelth Department I contact person: phone H; 00ther r f • (revised 1/93 PJA) °FINE A Town of Barnstable Regulatory Services r a BAMSTAB I E Thomas F.Geiler,Director �'OIF%639. � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: SVA rb a/`I "pl! Ao Estimated Cost Address of Work:,395 Ayhts4tberm _14_)y�F G ` gg Owner's Name: F JChR ( 4 Pr7 ,, !1A Ra b&112�- Date of Application: 7%(e4Q:C I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor ame 01 Registration No. OR Date Owner's Name Q:forms:homeaffidav BOARD OS RIJf DRUG RUG�fL'VISORS License: COlT Number: CS 070222 Birthdate: 03/25/1955 Tr.IM: 9465.0 Expires: 03/25/2007 S Restricted: 00 DOUGLAS R SMI-fll 324 FOREST GROVE AVE WRENTFIAM, MA 02093 Col111111 oiler ;__� IOvgrrlullSgilllinpllfl!glali,lf�s;,nrl/f;,,lnlalJ•:• .' - 'i;`•'i i',� �:� Ilor,ir_Irf+.rr�t��rl_rsl_NI r,l lrl l frnr,l�,la L,,il Rellisl.l:�lion: I I i51�5 I_rllilatiun: IpIIJ/�LIIu; . I YIIF!: :joppl;?III('lll(:old PATIO I_hila_U;I1RGS Illi; D 0 U G ISrrlllll 500 MYLE S S I'AHDISI1 131.VI) i TAl1m r iO i.raA 02 i8 0 I 1 ACORD CERTIFICATE OF LIABILITY INSURANCE OP10 KDATE(UWDDIVVYV) PATIO12 07 06 05 PROouCeR TMIS CERTIFICATE IS ISSUED.AS A MIATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The James B. Oswald Company HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1360 East Ninth Street, #600 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Cleveland OH 44114-1730 Phone: 800-466-0468 Pax:216-241-4520 INSURERS AFFORDING COVERAGE NAIC0 INSURED INSURER A: Trey l— FrOP caa Co As"ica 25674 Patio Enclosures, Inc. INSURERS: Charter Oak Fire Ins Co 25615 ALL LOCATIOI14 Carr INSURER C: 700p72;tEast HIggshland Rd. INSURERD: Macedonia OH 44056-2112 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWRHSTANDING 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 POLICES DESCRIBED HEREIN IS SUBECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POMES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE POLICY NUMBER DAT! M DATEfMWppM LIMITS GENERAL LIABILITY EACHOCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY Y-660-291DO360-TIL 07/05/OS 07/05/06 PREMISES ED 0=ifenoLl S500,000 CLAIMS MADE X❑OCCUR MEDEXP(Any Onepmaon) i10.000 PERSONAL AADVINJURY $1,000,000 GENGENERAL AGGREGATE $2,000,000 1 POLICY F AGGREGATE UNIT APPLIESILOC PRDDKTS•cOMP/0P A00 S2,000,000 POLICY X ,I� lOC AUTOMOBILE LIABILITY COMBINED SINGLELIMTT 8110001000 ' B X ANY AUTO CAF291DO359-AOS 07/OS/05 07/05/06 IF--ddeM) $ ALL OWNED AUTOS CAP291DO347-TX 07/05/05 07/05/06 BODILY INJURY SCHEDULED AUTOS (Pet porsOn) S HIRED AUTOS BODILY INJURY = NON-OWNED AUTOS (per eodtlon) PROPERTY DAMAGE S . (Pat"Od") GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ R- ANY AUTO OTHER THAN EA ACC i AUTO ONLY. AGG = EXCESSIUMBRELLA LIABILITY EACH OCCLIRRENCR i OCCUR CLAIMS MADE AGGREGATE 3 S DEDUCTIBLE RETENTION 3 ' s WORKER$COMPENSATION AND EMPLOYER$'LIABILITY X TORY uMRR I ER- A ANY PROPRIETORMARTHEREXECUTIVE GC2JIIB9123B60905 07/05/05 07/05/06 E.L EACH ACCIDENT IS500000 A OFfICERIMEMBEREXCLUDED? GRuoB922J657305 07/05/05 07/05/06 71.00X"-EAUFLOYE 1500000 WH yyeKs describe undo r &ALPROVISIONSbNav E.L,DISEASE-POLICY LIMIT ><500000 OTHER i DESCRIPTION OF OPERATIONS)LOCATIONS I VEHICLES►EXCLUSIONS ADDED BY EN00RSEMENT 1 SPECIAL PROVISIONS Workers Compensation is applicable in all states except Ohio. CERTIFICATE HOLDER CANCELLATION XXXXXXX SHOULD ANY OF THE ABOVE DEWR13ED POLICES BE CANCELLED BEFORE TH!EXPIRIITIDN DATE THEREOF,THE ISWM LNsuLER WILL EmmAVOR TO MAX. 30 DATE WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR RIPRESFUTATTVE8. • AurHo aEpaEselnA� ACORD 25(2001108) 0ACORD CORPORATION 1288 1 June 23, 2005 Richard and Priscilla Roberti 385 Whisdeberry Drive Marston MilL4,MA 02648 Dear Richard and Priscilla, The Architectural and Site Plan Review Committee has reviewed your request for adding a"patio enclosure"to your exisitng deck on the back of your house at 385 Whistleberry Drive. We are pleased to say that your plans have been approved by the Committee. it appears that the patio enclosure is in compliance with the Whistleberry Resident Association Aarchitechn2l Guidelines. Sincere] , Lois Hirshberg Representative Architectural and Site Plan Review Committee %istleberry Resident Association WMSTLEBERRY RESIDENT ASSOCIATION P. O. iOX 850 MARSTONS MILLS MA 02648 {Y� ME'ITIUEN (978)682-7400 "ENCLOSS �1 TAUNTON (508)822-1966WORCESTER (508)756-2141URES,INC. ® FAX t (508)821-9339 :£ FAX (978)682:0061 TOLL FREE (888)333r`-°1966',;,r An Employee Owned Company" ;1 t a;'l�;t 15 AEGEAN DRIVE- UNIT 5 500 MYLES STANDISH'BLVD' r METHUEN, MASSACHUSETTS 01844 TAUNTON, MASSACHUSETTS 02780, ,� HOME IMPROVEMENT CONTRACT MASSACHUSETTS REGISTRATION#117565 i:r . t}sYW�s'2i1i3T •ti ? Date: Page#2: 1 Seller agrees to furnish labor and materials at Buyer's request, and for the contract amount, to complete the work descrtbed?"; above,subject to the terms and conditions which appear on both Page I & Page 2 and on the REVERSE sides ofthis conttact.�!iL Work to start approximately Lo-1 weeks from the date of this contract and to be completed approximately,l-7 •weeks' after commencement if not delayed by building permit, delivery of materials, weather, strikes, fires,,or other, ondi*ions beyond Seller's control. The completion date is not of the essence. Buyer represents and warrants that legal title to the property,which is to be improved, is in the following owner(s):t': 2. '�h s c,R 11 2a t e ;R.,• ' NOTICES 1. Seller and/or all subcontractors, if any, who perform on this contract, and who are not paid, may have a claim against you which may be enforced against the property being improved in accordance with the applicable lien laws. 2. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT. OFJHE THIRD BUSINESS DAY AFTER THE TRANSACTION DATE (THE DATE ON WHICH.YOU SIGN;THIS CONTRACT). SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OFtTHIS RIGHT. THIS RIGHT IS 1N ADDITION TO ANY RIGHT YOU OTHERWISE MAY HAVE TO REVOKEt:YOUR OFFER. The contractor and the homeowner hereby mutually agree, in advance, that in the event the contractor has a dispute concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulations and the consumer shall be required to submit to such arbitration as provided in MGLC. 142A. Contractor Owner NOTICE: The signatures of the parties above apply ONLY to the agreement of the parties to alternative dispute ! settlement initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is' not separately signed by the parties. r, WHERE REQUIRED HOMEOWNER TO GET PERMIT. Source of Sale: Contract Price $ Zy`,LTS THE DOWN PAYMENT SHALL BE .Ab Down Payment $ `h W NONREFUNDABLE DEPOSIT ONCE THE THREE'`; $ 'I L12(0 J DAY CANCELLATION PERIOD HAS EXPIRED. 1 (3 THIS CONTRACT CONSTITUTES THE ENTIRE,a., 1 vts Ira�l 5 Balance Due UNDERSTANDING OF THE PARTIES. Upon Installation ©�� $ Z�(-1 —7 t Customer acknowledges receipt of a copy of this contract,product warranty and duplicate notices of cancellation. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPAC S � 4 Date Down Payment Received: (Cost m i re) r^ (Signature of PEI Represcntat e) (Cu Comer Signature) _ t Subject to the terms and conditions whic t appear on both Page I & Page 2 and REVERSE sides of this contract. ' r{`AY. 0 '3 6 17 9 780 CMR: STATE BOARD OF BUILDWG REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE CONSUMER INFORMATION FORM-"SUNROOMS" uV Massachusetts State Building Code(780 CMR,Appendix J,Section J1.1.2.3.1) The Massachusetts State Building Code (780 CAfR) 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 when a 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 t exemption option for"sunroom"additions to an existing house(780 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, but 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 construction/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 constructing/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 a Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation-Operable windows and fans o Applied Shading Systems a Insulation level in floors,walls,and ceilings 0 Possible Sunroom isolation from the main house via a wall and/or door or slider • heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J 1.1.2.3.I, requires that the actual progeny owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORmATION Fount prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement,the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. Signature of Actual Building Owner Date n t-• - Vun r>sla,, M% l lg iMA. , Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number t; 682 780 CINIR-Sixth Edition 1 1/27/98 i i 1��I�Ili�11�TE1� LAND SEItVICES INC. I ROBE 8. Sj`1CTS, P.L.S. tA•ND AIVD MARINE SURtrYING AND ENCIVELRING .AAW A.PAvuk,AA P.O. BOX 87 *28 ROUTE 6A (S08) 833-8460 SAGAMORR, MA 02561 SANDWICH, MA 0256.1 'FOU NDATIDN AS-BUILT k9ty GDNSTQuc-rlDm MAP 62.y PAR6F-L... Lt. j��l Aas�ti�r,SC., l�lv BARN 5TAbLE MA5yArWJ6LIT3 D.r Or. S r IS C`7A 42 6 Ile - locai On io D�opme 3 Se SO�� d�k LOT 3 5 Sv^r00m ©n A) gam, llox�3 x/G mAP 6Z, NAtEi- zi eo I.07 q c, NEW FV0Nb"n N ' b CERTIFY THAT I pE FORMED AN ���0r^� ROBBi IN5-rpdM►ENT ,5UR F-Y OF THIS LIT Q ; 1 -AND TAAT •THE FOUNDAMN 6 DW � No�K- 1Syft •" C-DN ID PA h TD 1AE. SET 6ACK REMI RE-- 9EGI t gJ MENTS nF -rHr- TOWN DF' BAPA67AbLE, N41 �,pu MA. Go eo Flo (/S& I i. o ha•��s bcd.� ©� eztino ,pay epo 71 dovbl� �ro��-, fir�pl�s�d�Jol� - �ovbl �o w�i v�cl � i � "' SJ`�X�o P�'p(rc,k�' e''�C,�.W�rf' � �'� b ;Cr►��.� w - - 104'9( )e -j a off' .oC l• I �� �'��P►r Lxlopt oprryl', &Mon i i C"ENUC MANUFACTURERS OF PATIO&PORCH ENCLOSURES- 11VSOLARIUMS • GREENHOUSES RES, INC. CUSTOM BLINDS&SHADES FINE CASUAL FURNITURE "An Employee Owned Company" 720 EAST HIGHLAND ROAD, MACEDONIA,OHIO 44056 PHONE:(330)468-0700 FAX: (330)467-4297 Certification of PEI Roof System The following 18 pages, revised December 23, 2003, contain allowable span data for the Patio Enclosures "Super Foam" sunroom roof system. The charts are specific to Patio Enclosures products, and cannot be used to determine the allowable span of any other roof system. Parameters: • The charts address the 3", 4-5/8" and 6" thick PEI "Super Foam"roof system for shed and gable roof sunrooms. • Two cases are presented for each roof thickness: 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.E.) registered in the jurisdiction where the project will be installed has certified the information contained within these charts. • Applied loads are determined for three snow load cases, per ASCE 7-02: I. Ground snow only . II. Ground snow+ drifting snow III. Ground snow+ sliding snow • Wind loads calculated per ASCE 7-02, Exposure "B". • Total roof deflection limited to L/120 per IBC & IRC 2003. • Use of the charts is restricted by the limitations listed in the general notes on each sheet. I hereby certify the following: 1. I am in responsible charge concerning the information contained herein. 2. The information contained herein is true and correct, to the best of my knowledge and ability. 3. 1 am qualified to prepare the information contained herein, based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the information contained herein, to which I affix my seal. Name: Karl A. Rinas Date: December 23, 2003 OF t` KARLA. RINAS v' C L 7 S.S�ONAL� "qy S• 00 6" Shed Roof Y=,` V17t10 : s ENCLOSURES, INC. Span Charts 720 East Highland Road - Macedonia,Ohio 44056 www.paUoenclosureslnc.com 4 `� Case III — Sliding Snow Load or Wind Load General Notes ; • This chart is In accordance with installation procedures `\., �« , a f \. ' y established by Patio Enclosures, Inc. and Is for general reference. See individual job submittal for specific job S conditions. �\ { ` ''\ �. r. • 50 year mean recurrence Interval used for both wind and n Z. '•s�rl ' snow loads based on ASCE 7-02. `' • Importance Factor of 1.0 assumed. • U120 roof deflection limit used per IBC/IRC 2003 Tables ,,.• 1604.3(h)and 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,limlted to one GRP In every other panel. The rj'3r ti. maximum edge distance of the GRP from the Header or - ;�• hanger Is 2 feet. • 12-Inch maximum roof overhang on bearing wall. Cinch maximum roof overhang on non-bearing wall. • %:12 minimum roof slope. : Select lesser of allowable span for both snow and wind as shown below ,y, 1 f{ Snow Load Roof Span Chart Wind Load Roof Span Chart Rt., Ground Wind Speed it Snow Allowable Span (rnplr) Allowable Span �- Load (psf) No GRP With GRP No GRP With GRP 20 20'-0" 20'-0" 85 20'-0" 20'-0" 25 19'-0" 17'-6" 90 20'-0" 20'-0" 30 17'-6" 15'-6" 95 20'-0" 20'-0" } tt ; 35 16'-3" 14'-0" 100 20'-0" 20'-0" ' -J7 40 15'-3" 13'-0" 105 20'-0" 20'-0" 45 14'-3" 12'-0" 110 20'-0" 20'-0" ex ' 50 13'-9" 11'-6" 115 20'-0" 19'-0" 55 13'-0" 10'-9" _ 120 19,-9" 18,-0" 60 12'-6" 10'-3" 125 18'-9" 16'-9" C. 65 12'-0" 10'-0" 130 18'-0" 15'-9" e .a 70 11'-6" 9'-6" 135 17'-3" 14'-9" F 75 11'-3" 9'-3" 140 16'-6" 14'- 80 10'-9" 9'-0" Wind Assumptions 1<r'F 85 10'—6" 8'—9" • Exposure"B", 3-second Gust used per ASCE 7 8 Snow Assumptions IRC 2003. • Case III applicable to sliding snow load only. • Mean roof height less than 30 feet. For other conditions,see Case I or 11. • Maxinnun permissible roof slope for use of this :'11;ti a , shed roof wind chart is 2:12. t . Rev. 12/23/03 ©2003 Patio Enclosures, Inc. All rights reserved. TeDhno Metal Post 9C Medway Road Milford, MA 01757 FOUndadO SO,l�JVOIIS of OMASS, Telephone; (508)478.053 tt r Wpbsite- www technometelpost.corn Facsimile Cover Sheet ' Company: � Phone. ._ ..---._..._ ..------• ��..C_ -7 From: erey.Sprague _ Email: --�Jvalmet860@aol.com ' Date: __.._.._.__._. Number of paginc9 es ing this cover page: �~ Message: e4c- �,c _... .... ....�......._. �. lam. -e-,.�, ,�` z�/ j 39bd T2S08Lb80S 3n-c)uadS AW3d3f 80:L0 9002-62-80 AUG-22-2005 09:24PO FROM- �rpwr T-467 P.001/002poit of "r-d55 �• 1111dRK RIAYQ� 1�9SNl1'� A � ��_� 7 R MW flood a$8 pma•101 N fttd. MA Q1767 AT�t G womb o woa+c�m� MININ N�*FlMff ■ r' •• CJ OB-27-2005�qd c1: 11 JEREMY SPRAGUE 5084780531 PAGE,-i 2:39Uc T2SOBLb60S 3nouddS A[43a3f 30:LO S002-62-80 Rug 06 05 09: 15a Charles W. Russo 508-428-6124 P. 1 P. 02/02 AUTOMATIC COVER SHEET DATE AUG - 05 - 2005 09 : 03 AM TO FAX # s 5084286124 FROM : Bo e110 Lumber ComP .a ny FAX 508 477 2896 PAGES WERE SENT . ( INCLUDING THIS COVER SHEET ) i Techno !Metal. Post 9C Medway Road Milford.MA 01757 TSlephone' (508)47M53Q !Foundation Solutions of MASS. Fax#: (508)478-0531 Websiw www technometatpost.com Facsimile Cover Sheet T.- To: --- _ Fax#: __- -----•- ... _....�.._.._ ---•,ram-`� From: _J_ere �p f.�. Email: Jvalmet860 aol.com — _— Date: { -- - -.. Number of pages including this cover page: Message: I i r: I li Z 3E)Ud ZSSW 760S 3 ouddS AW383t S2:Z0 2002-90-60 - maw 'L`` y Nily t"�JnT.z!Illl . lmmop MEN 4of ./ � f 08 OrS 12:09 JEREMY SPRAGUE5034780531 •. 00 '0 c AIJ6. 29. 2M ' : 14PPrl NO. 5034 P. 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( I i 1 ._ ti _- r. i :�L'T T^.•1 UrrQ 9mlr WL _YL-�T�4 StD)t�� -i l • � c��. -__---_=fir I'-__=:f`t—:- —� � I� 31 �- - - ��" _ _.. _ � '.��:•s'. \I �O'�1•.~ —.1t�_� ]�,L' —__ L-L•__=�:c___-- _ .� �� Y.p.._.— _ �T11/ - _-Y4_ ^.J�C--^ - .W'a —_ _ _ '� ;$,wit P"A N - 4 - .-._ _, — _ ___-- -_ — - -,._-•� j• r� :M:-►.�Tc'.�:rZ�.lJr+�-"�d,C,}q( /•�_,� +4`.�B. •, .- - -- =o.•..« --fit- - - -- - -- - -- ..�.� — —— �d J -_—__ � � �3•"1`.I'r�'YT• cif ter• � _ _ V.:�L�•:.-:�. .— _--S,.ar_�/ �wc L f'tOrM-, it �f� ,n ar�- '. i•'.-' �—.writes_.-r �'\ �."i'-n..:;i.=y$'�i �_ -. c gI .• _ �'i.y�Dyay /:� .. ��:..:':.�-��'..tea.�`^��( •! ''� ! � +ane.,.n _ ��I I •I � /; f I ^ ° I jl �. •�'•I _ -i. „�w!!i',=t_�.' • I �T I — ti��:it - ....-_-"---,.• �-- �sa.+.- 1+�i.. "tee • - ';_ �' ^I,s•e.D.e. c'�...•eteq:..- �I••••• - .�.. — I -- rt •'1. J:='.ices° _ --------'ti'a' - nr,D ant ...eF•>. I" I I a � —. - - -�-'.,i• tip. �' -------------- �L._j� }- •���I �. _. .--��-� •"ram. ... _. _ L' � ��;� _ .�_•J ___ ... .__._ _.. ._.._—.—�. __ --_____.. _.-- _.. _._ ..--_. _—.__._ __ - ? •�?,I:.1h:;.Ll�'J1M1Y`D AIV G' _� _ y 1 Y We 40 TOWN OF BARNSTABLE BUILDING DEPARTMENT f . HOMEOWNER LICENSE EXEMPTION Please print. DATE P_J JOB IACATION ' i e Number Street A dress Section Of Town ./HOMEOWNER./ `J �hn C�PJ4le� /7 3 S-_-;kyY c Name Home Phone Work Phone ne � PRESENT MAILING ADDRESS City Town 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 individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside,,, 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 responsible for all such work t�_rformed under the building permit. (Section 109.1.1j The undersigned -homeowner' assumes responsibility for compliance with the State ',Buildinc Code and other applicable codes, by-laws, rules and regulfions. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Euilding Department minimum inspection procedures and requirements HOt%FOM4ER'S SIG2%-ATURE 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 r' HOME OWNER'S EXEMP ON The code states that: "Any Home Owner performing work for which a building permit n required shall be exempt from the provisions of this sectionlding (Section I09.1.1 - Licensing of Construction Supervisors Home Owner engages a person(s) for hire to do such work,Supervisors) - is Rome if Owner shall act as supervisor." , Many Home Owners who* use this exemption are unaware that the are ass the responsibilities of a supervisor (see Appendix y Ong for Licensing Construction Supervisors, Section 2.15' Rules and Regulations awareness Often.-results in serious roblemsparticularly � • This lack of Owner hires unlicensed persons. In thiscase oaur1Boardl anwhen not the'rRome against the unlicensed person as it would with licensed supervisorocee he Home Owner acting as supervisor is ultimately responsible. To' ensure that the Home Owner is. fully aware Hof his/her responsibili many communities require, as part_ o ties, f 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 community. your.. ��•.° °�.ew TOWN OF BARNSTABLE BUILDING DEPARTMENT = r�iOT TOWN OFFICE BUILDING � rut 9 679. �� HYANNIS, MASS. 02601 i MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has bbeeenn issued for the building authorized by Building Permit #„ I/�/_/ C/ , ._.. ? ........ ......._.._ .... ...... _..__.... _ ..._ ___ issued to ...........� .......VI.;UI„ , „C C/ !Il �) M Please release the performance bond.OF As lice(1st Floor): ^i - Assessor 0smap and lot number . dal o�TNcto Conservation(ath Floor): ';_ // 'w",ram { � NC LLE1) 0N-00MPLIAE Board of Health(3rd floor): 7fl w Sewage Permit number ��� �I�L� t ssa» L ! 1 �1 .w.,:Q9IR®�9fii1�ENTAL CdUE AND- 'moo .a 9. Engineering Department(3rd floor): n� - TOWN R�GwLATi0NS �toa�r� . House number r`-L � Definitive Plan Approved by Planning Board 7 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P. .only �' TOWN OF BAR STABLE BU DING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ' — ' 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: y� Location � LJA'5&&OC-'4 Ong �ia /'L ,�/ 1%i4 Proposed Use Zoning District "' r Fire District y l Al, r Name of Owner V"An 1 CC0(2A97 V 9, Address' M7,2rL^�` I C 9 Name of Builder Address Name of Architect-�_I,</Y . Address zq Number of Rooms / I Foundation 64(4 W C'O A)Ck-e TE Exteriord.449 09 7'�x� Shy 5' Roofing 54 r Floors f�g"-J-"_0 I Ga0 ' Interior Heating �1 >2c4z -� Plumbing Fireplace 5_j? c Approximate Cost Area-_ . iagram of Lot an u ding 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 regarding the above construction. Name Construction Si ipervisor's License PECORARO, JOHN J. JR. 2� 0 Permit For BUILD DWELLING Single family dwelling Location 385 Whistleberry Drive Mnrcfinnc M;llc s OWner•John J. Pecoraro Jr. y i Type of Construction Plot s Lot #35 ; Permit Granted May 16 1g94 ; Date-of Inspection: . Frame 19 a � Insulation 19 Firepla'e 19 Date Completed' 19 `' . ��. PERIMETER LAND SERVICES; INC. ROBB\R. SYKES, P.L.S. LAND AND MARINE SURVEYING AND ENGINEERING jAMEs A. PAnik, P.E. P.O. BOX 87 #28 ROUTE 6A (508) 83378460 SAGAMORE, MA 02561 SANDWICH, MA 02563 FOU N DATIOAI AS-BUILT f&W LDNSTQLILTIl)IV MAP 6Z) FAR(-F 2l . BARN 5TABLE. MA55AGWJ6F-TT3 T 00 LOT 315 W#)57-Cg BEW1 mA P 4 Z; PARCEL z� ci0 1.07 qc. NF.ry �ou►v�grroN �. 0 moo b 9` 310,78• FRRY D R N 1 CERTIFY THAT I PERFORMED AN �INSTRUMENT .SURVEY OF THIS L(7T ROBB o� os• B. AND THAT THE FOUNDATION 614DLJN A YKES No. o (-ON T D RA19 TD TA F- 5 ET BALK REMIRE- °�F 9FCIStEt`� MENT5 OF THE TOWN OF BAW6TABL.E, NaL LAN°SJ NIA, ,�7Mf TOWN OF BARNSTABLE � Permit No. . 9....... BUILDING DEPARTMENT I 'A"" I TOWN OFFICE BUILDING Cash X 677• HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to John J. Pecoraro, Jr. Address 385 Whistleberry Drive Marstons Mills, MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY,THE BUILDING INSPECTOR UPON SATISFACTORY.COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. i i December 7 94 ... ...... .. .. ... .. ... . .... 19................. ........... ...... ...................... Building Inspector ; THE, FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) m A- , F � - --' ' �i�' �C&L DATA z-4 m BLE, MASS OF BARNSTA ACHUSETTS PERMIT NC. DATE ADDRESS Ira 0.I NUMBER OF APPLICA.NT OIELLING UNIIS Build dwelli"EU STORY PROPOSED L-SE) --------- .. ............... ---- ---� ZONING RF PERMIT TO lAarst011 DISTR ICT-----:-- ,TYPE OF IMPROVEM-l" ''5rive, Whistleberry lot #35 385 (STREET) AT (LOCATION) (No.) AND '(CROSS STREET) BETWEEN (CROSS STREET) LOT SIZE LOTS BLOCK C-ION SUBDIVISION FT. IN HEIGHT AND SMALL CONFORM IN CONSTRU F FT. WIDE By T. LONG By BUILDING IS TO BE ------ BASEMENT WALLS OR FOUNDATION (TYPE) To TYPE ----- USE GROUP #94-144 Sewage REMARKS: BOND PERM 136,000 FEEIT 150-50 S AREA OR 1672 sq. ft. ESTIMATED COST S VOLUME --(C—UBIC/SOUARE FEEII :1E P A0 John j Pecoraro, Jr. BUILDING 0 • ------:------ By OWNER St. EastWeymouth, 1277 Commercial ADDRESS FROM THE CONDITIONS �Pp� I�NS. L,C 4 ' SEPArA7E r­_�� WHERE APPLICABLE BE RETAINED ON JOB AND THIS -ERMITS ARE REQUIRED FOR A F"0 Vp' L p ' P REE CALL AppRovED ELECTRICAL. OANO HLANS MUtT HAS BEEN PLUM-BIN RE F R C r 0 'EP IL FINAL INSPECTION T 1 0 0 - REQUIREOFOR CARD KEPT PCSTED LINT C N T I WORK: - M ADE W' OF OCCUPANCY IS RE- MECHANICAL N'S. OT 0 T.-C 0 C RE- ALL CONSTRUCTION WORK: MADE. WHERE A CERTIFICATE J. FOUNDATIONS OR FOOTINGS�UR.L 0 RE O-S' V ERI IN G STRUCTURAL R U C U PRIOR TO COVERING STRUCTURAL CUIREO.SUCH BUILDING SHALL NOT BE OCCUPIED UNTILI �B 'Y T 0 L ,-, F INA L INS EGTION HAS BEEN MADE. W-EWBERS(REAOY TO LATH). FINAL INSP 3. FINAL INSPECTION BEFORE OCCUPANCY- POST THIS CARD SO IT IS VISIBLE FROM STREET ELECTRICAL INSPECTION APPROVALS S _PLUMBING INSPECT ION APPROVALS 41.111C let BUILDING INSPECTION APPROVALS p 2 'Oep, ELEC' 2 2 2 LPPRO"'4, 014 q Q/ Bof-RL 0.- /V- 00 &222 AND VOID IF CONSTRUCTION I*,,SPL(:1I0NS It4oiC;0ED UN THIS Cf�P.D E T 'W!LL BECOME NULL MONTHS OF DATE THE ;�RRI-NCED FOfl BY TELEPHONE OR '�H-;LL NOT PROCEED UNTIL THE I'4SPEC 1-0-K 15 NOT STARTED WITHIN SI M NOTIFICf-71ON THE VARIOULIS ST-ICES OF NOSED ABOVE. ,()q H-S ;.PPROVE'D Ll U LRm PERMIT ;S 1��U�D AS NOSED Co,',;TRUCTIO^ EX151'IIJG 6" ALUM. CLAD FOAM 200E i EX15tIIJ6 II EX15N6 1 EX15tIIJG OECK 13' 9—WALL EL50T10Q Ex15tIIJG Ex15t11JG � - - tEMPEEEO 6LA55 UIJItS W/50EEEIJS � tEMPEEEO 6LA55 UIJItS ( W/SCEEEIJSLl tEMPE2E0 6LA55 VQ95WALL 16' 16' A—WALL ELEVAf 10Q C—WALL ELEVAf 10Q 4 DRAWN IJOtES THIS DRAWING IS THE PROPERTY OF PATIO 0•5• �Qt1O E. a P. 209E211 ENCLOSURES,. INC. ALL RIGHTS RESERVED. DATE ENCLOSURES, INC. 383 WH15tLE 9EEEY 02. I. ALLV19W 200M - 5AIJ06 01JE IN COLOE ®Z. 00 NEAt Oe PLUM910 9Y P.E.I. DUPLICATION jOF THIS DRAWING IN ANY FORM IS I/1/05 MAI!5t01J MILLS, MA. 3. GUttE25 to 6EA09 NOT PERMITTED WITHOUT THE EXPRESSED SCALE 500 MYLES STANDISH BLVD. WRITTEN CONSENT 508 OF PATIO ENCLOSURES, INC. 08TAU MA I ._ I/4"-1'-0" /82222-1966 JOB N0. 56119 T h+a � .. _• �� -- i_ _ _ , _.. _..._ ._ ._..Yam.t_ ....._.. _• • --. � � .•.�. SUNROOM ISOMETRIC A MAXIMUM OF (2) GLASS ROOF PANELS (GRP'S) MAY BE LOCATED IN EACH FOAM ROOF PANEL EC7 �Y` S GRP S MUST BE LOCATED A MINIMUM OF 6—INCHES AND A MAXIMUM OF 24—INCHES FROM EITHER y J THE HEADER AT THE BEARING WALL $�e �`P� i cc zz vrl OR THE HANGER AT THE RIDGE �O �' III 185 ' 6 P�'' �\�• Sic,° • �O SECS z 5 > 1, F LOCATE SPLICE FOR ALUMINUM 2 // HEADER SUPPORT AT L/4 FROM SEC4Lil SUPPORT POST. WHEN REQUIRED 4 `'' "=''"` 13 a a a 8 y GALVANIZED STEEL TUBE ;;,z�r.,.,�.�; 4��;�;�:��= o REINFORCEMENT SHALL BE CONTINUOUS OR STAGGERED 1y:»��''z ® oa to _.�. to CONTINUOUS HEADER 4 OPPOSITE OF HEADER SPLICE o v ;a. o (P.E.I. MAXIMUM 12 7 Do w ELj a 0 0 SECS 21 // '� aw o Lai 0 6 oFCk F�vNOe- // 5 6770 F H r U K �C/ .��� �3N W.jN O N Nc •• • • Nd OyKjZ -Ing • oNs • . CONTINUOUS HEADER • O W 0=W w d OPTIONAL DECK & POST ON . . s. 5 CONCRETE PIER FOOTINGS (SIZED AS REQUIRED; Q cn _ MIN. 3000 PSI CONCRETE) TYPICAL PERIMETER CONCRETE TRENCH FOOTING; J FLARED AT BOTTOM WHEN REQUIRED MIN. 8" TO 12" WIDTH x DEPTH PER LOCAL CODE; TYP. Q Q MIN. 3000 PSI CONCRETE zw Q 0 cn Q AAS SUNR00•M - ENCLOSURES a i SHEET OF II /� .�///j SUNROOM ISOMETRIC EXISTING STRUCTURE // / %; / W O 8 W 24 o L" \ co J H z 11 c vs � i � o ¢ Zso ol z c GANGING z z c (A E.R. POST 1 v► MULLION c o '� VI N in A AAS SUNROOM ENCLOSURE 25 C NOTE: DOOR & WINDOW DIRECTION 2 W AND LOCATION ILLUSTRATIVE ONLY. W 2 9 W (ALL UNITS MAY VARY) W � io to I o N C O V I C N .6 0 o z z EC GANGING 6 E.R. POST z z /� Y -^ /� > c c 6 MULLION 5 M J J SLIDING WINDOW cn in SLIDING WINDOW SLIDING DOOR zw SLIDING SCREEN SLIDING SCREEN SLIDING SCREEN VARIES GLASS KNEEWALL (MAX. 6' WIDE <o FOR SINGLE PANELS, BEYOND 6' 9 B TO MAX. 8' REQUIRES TWO UNIT z GLASS KNEEWALLS) 8' MAX. FOAM KNEEWALL N Q 00 2 WIDTH TYP. FOR SINGLE SLOPE AND GABLE ROOF ENCLOSURES o W' a PLAN VIEW OF SINGLE SLOPE ROOF ENCLOSURE ISO VIEW OF GABLE ROOF ENCLOSURE �z =o �W tal ui NOTE: N c� BUILDING CODE REQUIREMENTS FOR WIND AND/OR SNOW LOADING CAN REDUCE w n MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS & OVERALL ENCLOSURE DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. o o QI2 MIN. ROOF PITCH i o< z / 3", 4-5/8 OR 6" ROOF PANEL (3" SHOWN) a G W L 3" ALUM. CLAD FOAM GLASS TRANSOM 3", 4-5/8" OR 6" ALUMINUM ":A I-BEAM O APPROX. 3'-0" O.C. H BOTTOM OF PANEL o f5 ANGER AT MOUNTING 3" ALUM. CLAD FOAM c W = WING PANEL o m W TEMPERED GLASS SLIDING WINDOW WING PANEL d-:3 z W V W W y W WING PANEL SLIDING DOOR o�''vs" vi=aj=o GLASS ROOF PANEL GLASS WING PANEL TEMPERED GLASS Mal DOOR UNITS TEMPERED GLASS c �; N =H TRANSOM DOOR UNITS a >o W W W n c 3", 4-5/8" OR 6" ROOF PANEL MIN. HEIGHT 8" W p y F ,.4•, (3" SHOWN) MAX. HEIGHT 24" z <c ' ALUMINUM I MAX. WIDTH 8' z z z o "I" BEAM L FOR AAS ENCLOSURE `: i =N 3,,�N y MAX. WIDTH 7'-6" 3 o it c coo >o ? SLIDING �� FOR CA5 ENCLOSURE 0 4 0 0 5I E=' a DOOR WINDOW HANG MIN. POINT MAX. o _ o 5t9 d o HEIGHT I _ DOOR HEIGHT DOOR a 7'_0" """ "' �.' HEIGHT HEIGHT x MAX. KNEEWALL E.R. g•_g^ 7'-0" HEIGHT 3' ^:•:� - POST Q (FOAM OR GLASS) _ - OOOR LllkL Z4 r— WIDTH —� I FOAM KNEEWALL I S C Z 1 SEC2 ZO EC3 GLASS KNEEWALL (MAX. 6' ZS 1 1 8-0" (MAX. 8' WIDE) 3 1 1 3 1 1 4 1 BEYOND 6'WIDE FOR TO MAX.PANELS.NGLE 8' REQUIRES I 1 1 I 0 w L - - - - - - - - - - - J L TWO UNIT GLASS KNEEWALLS) L - - - - - - - - - - - - J Z DIMENSION VARIES Q SEE ROOF SPAN CHARTS DIMENSION VARIES DIMENSION VARIES Q A A — WALL ELEVATION SEE ROOF SPAN CHARTS '^ B B — WALL ELEVATION Q C C — WALL ELEVATION 2 AAS SUNROOM ENCLOSURE 2 AAS `•SUNROOM ENCLOSURE 2 AAS SUNROOM ENCLOSURE Q SHEET 2 OF II s • ..-..> ..new .-.. -� v.«.... -...... .- .. .- - •.a. ,t _ .. t #8 x 3" TEK SCREW ® SUNROOM ISOMETRIC #10 X 2" TEK SCREW ® 18" O.C. AND 16" O.C. & EACH END , ® EACH END OF MASTER FRAME OF MASTER FRAME (2)-#8 x 1/2" TEK SCREWS 3", 4-5/8" OR 6" ROOF PANEL ®.EACH I-BEAM LOCATION; (2)-#8 x 1/2" TEK SCREWS DOW 795 SILICONE ; ':,'''.';:;; :- (3" SHOWN) TOP & BOTTOM THRU ONE SIDE OF EACH I-BEAM SEALANT; TYP. `t•'.•Y'' ?'•,• •-• INTO HEADER ARM :• .;y" ' - d SILICONE U. ir z 5 L'24" OVERRAN SEALANT; TYP. P MAX. HEADER ARMS 4y. HEADER SUPPORT (WITH STEEL TUBE) ANd :-•.MAX. --�:: #8 x 1/2" TEK SCREWS, (2) AT EACH NOTE: GLV. STEEL TUBE REINFORCING (2) #8 x 1/2" TEK SCREWS' IN I-BEAM, (1) AT EACH END OF HEADER FOR HEADER WHEN REQUIRED: AND OUT AT UNIT GANGING w • FASCIA 8 x 1/2" TEK SCREWS, 1-1/2" x 2" x 11 GAGE AND (1) ® EACH END OF HEADER =FIXED LITE WIDTH . w e2) AT EACH 1-BEAM, GALVANIZED STEEL TUBE a z I (1) AT EACH END OF HEADER > I " (CONTACT P.E.I. ENGINEERING DEPT.) N SILICONE TEMPERED GLASScn SEALANT; TYP. GALVANIZED H REINFORCING - WHEN REQUIRED; SEE P.E.I. #10 x 1-1/4" TEK SCREWS TRANSOM SILL o m N ENGINEERING NOTE: GLV. STEEL TUBE__y " ® MAX. 24" O.C. MASTER FRAME HEAD z a ui a REINFORCING FOR #10 x 1-1/4 TEK SCREWS cr o a y HEADER WHEN REQUIRED: ® MAX. 24" O.C. VENT SASH WIDTH ~ 1-1/2" x 2" x MASTER FRAME HEAD Q o 11 GAGE STEEL TUBE SCREEN WIDTH TEMPERED GLASS ® 0 (CONTACT P.E.I. = z ucx co ENGINEERING DEPT.) 2 ANCHORING NOTES: BUILDING CODE r- A z i #8 x 1/2" TEK REQUIREMENTS FOR 0� o 41 w SCREW EACH SIDE WIND AND/OR SNOW w 02RM C Q AT CORNER POST AT UNIT GANGINGS ON WOOD DECK LOADING CAN REDUCE N cr (2)-3/8" DIA. x 3-1/2" LONG GALVANIZED LAGS MAX. DIMENSIONS OF 3 vz p 4i O `` W/WASHERS DOOR & WINDOW o aW o UNITS, z w na Li & OVERALL w N FLOOR EXPANDER TO WOOD DECK: ENCLOSURE DIMENSIONS. 3 w ITW TRUGRIP GT #1264000 9-15 x 1-1/2" LONG SCREWS ® 18" O.C. (' CONSULT P.E.I. ENGINEERING 0 BUILDING CODE STAGGERED FOR LIMITATIONS. z REQUIREMENTS FOR o J MAX. GLASS KNEEWALL a ,� WIND AND/OR SNOW MASTER FRAME SILL '� WIDTH 6'-WIDE SINGLE A W H V V O 9 y— LOADING CAN REDUCE PANEL) & 8 -WIDE (FOR Z o ig-,_-N MAX. DIMENSIONS OF MASTER FRAME SILL �� � _�W TWO OWN= Z �O DOOR & WINDOW FOR AAS ENCLOSURE y ` . 3r < �V�M UNITS, & OVERALL a= 3 W ENCLOSURE DIMENSIONS. "H" SUPPORT GLASS KNEEWALL HEAD �a W o CONSULT P.E.I. MAX. GLASS KNEEWALL N W G w SINGLE WIDTH 6'-WIDE ►- N ��� �� oc ENGINEERING ~ 8 x 1 2 TEK SCREWS "( _ ~ _ TEMPERED GLASS =,� FOR LIMITATIONS. ® " O.C.; EACH SIDE PANEL) & 7 -6 -WIDE 18 SUPPORT (FOR TWO PANEL) _ N H (2) ® EACH END OF "H" SUPP a MAX. FOAM KNEEWALL 2 FOR CA5 ENCLOSURE o o a sn g=W Q F O W O=W N a WIDTH 8'-WIDE Y 3" NOMINAL THICKNESS FOAM KNEEWALL 3 FOR AAS ENCLOSURE VINYL GLAZING STOP :•, EXPANDER ® FLOOR SEE ANCHORING NOTES MAX. FOAM KNEEWALL w W FIXED LITE WIDTH w Q U) is` #8 x 1/2" TEK SCREWS FLOOR EXPANDER #8 x 1/2" TEK SCREWS Y J WIDTH 7'-6"-WIDE Y '•; "' ® 18" O.C.; EACH SIDE; ® 18" O.C.; EACH SIDE; � FOR CA5 ENCLOSURE (2) ® EACH GANGING LIP OF EXPANDER (2) ® EACH GANGING Q Q ALUM. FLASHINGt� „ (EXTEND 1/2" BEYOND LIP OF EXPANDER FLOOR JOISTS ALUM. FLASHING Q 3/4 PLYWOOD OR OSB SUBFLOOR (EXTEND 1/2" BEYOND DECK FOR WOOD DECKS) 3/4" PLYWOOD OR OSB SUBFLOOR Z W 0 DECK FOR WOOD DECKS) JOIST HANGER FLOOR JOISTS DBL. HEADER 7it SEE ANCHORING NOTES DBL. HEADER " JOIST HANGER (� < sEcl WINDOW OVER FOAM sEc2 TRANSOM OVER W Q WINDOW 3 KNEEWALL ON WOOD DECK 3 OVER GLASS KNEEWALL ON WOOD DECK • SHEET 3 OF (I 8 3" TEK SCREW (2)-#8 x 1/2" TEK SCREWS + SUNROOM ISOMETRIC # x THRU. ONE SIDE OF EACH (2)-#8 x 1/2" TEK SCREWS ® 16" O.C. & EACH END I-BEAM INTO HEADER ARM ® 4' O.C. MAX, TOP & BOTTOM OF MASTER FRAME w. ; ;. & ® EACH END �5 ;. (2)-#8 x 1/2" TEK SCREWS 3". 4-5/8 OR 6 ROOF PANEL ® EACH I-BEAM LOCATION; ^};^'.; ' - (3" SHOWN) TOP & BOTTOM '''- ; .'4�:'" #8 x 1/2" TEK SCREWS, (2) AT EACH o ¢ z s s " OVERH NCr I-BEAM, (1) AT EACH END OF HEADER #8 x 1/2" TEK SCREWS FASCIA MAX a: STAGGERED HEADER ARM " O.C. y ERED O 16 ASCIA #8 x 1/2" TEK SCREWS, (2) AT EACH SILICONE U3 I-BEAM, (1) AT EACH END OF HEADER SEALANT HEADER SUPPORT GALVANIZED "H" REINFORCING " = #8 x 1/2" TEK SCREWS; WHEN REQUIRED; CONTACT c� 6" OVERHANG NOTE: GLV. STEEL TUBE REINFORCING P.E.I. ENGINEERING W EACH SIDE ® EACH END MAX. o FOR HEADER WHEN REQUIRED: (2) #8 x 1/2" TEK SCREWS IN = I ' 1-1/2" x 2" x 11 GAGE AND OUT AT UNIT GANGING Li �i GALVANIZED STEEL TUBE :2 PANEL CAP > 1 . AND (1) ® EACH END OF HEADER ix #8 x 1/2" TEK °' N (CONTACT P.E.I. ENGINEERING DEPT.) FIXED LITE WIDTH GLAZING CAP SCREWS ® 16" O.C. - #10 x 1-1/4" TEK SCREWS o z Lu @ MAX. 24" O.C. TEMPERED GLASS zExo y TRANSOM SILL 1/2" x 1 x 1/16" VINYL GLAZING STOP ALUMINUM ANGLE MASTER FRAME HEAD _ y VENT SASH WIDTH = a Q m v ANCHORING NOTES: TEMPERED GLASS 3 z a co AT UNIT GANGINGS ON CONCRETE FOUNDATION: ., " Z W � z 1/2" x 1" x 1/16 ATTACH H WITH #8 x t/2 3 o Q� =o (2) 3/8" DIA. x 3 WEDGE-BOLT WITH W ALUMINUM ANGLE TEK SCREWS THROUGH EA. N N o w 0 a 'TRI-COAT COATING IN PRE-DRILLED HOLE _ SIDE OF EXPANDER AT HOUSE N �� =z USING WEDGE-BOLT DRILL BIT; TYP. GLAZING CAP AND WITH 2 3/8" ANGLE o �w w FLOOR EXPANDER TO CONCRETE FOUNDATION: = BRACKET AT A-B 8 B1 W N m 1/4" x 1-1/4" LONG ZAMAC NAILIN o #10 x 2" TEK SCREW TEK SCREWS;CORNERS & ( SEE BDETAIL W o ® 18 O.C. AND ® EACH ANCHORS ® 18 O.C. TEMPERED GLASS MASTER FRAME END (7A; B/5) ON SHEET 5 OF 11 0 0 W z �o< MASTER FRAME SILL GALVANIZED STEEL o= _ d O "H" SUPPORT aW S _ #8 x 1/2>. TEK SCREWS (2) #8 x 1/2" TEK = c-�= SCREEN WIDTH SCREWS IN AND OUT 9" O.C.; AT DOOR SILLS, TYP. A AT UNIT GANGING AND MIN. (2) IN AND OUT EXPANDER AND EACH END ® EACH GANGING ® FLOOR rn �_¢ o��o s ' GALVANIZED "H" REINFORCING: MASTER FRAME HEAD _ W= o d SLOPE GRADE AWAY ° d =W�=W 000Wo= FROM FOUNDATION ° c MIN. NOMINAL MIN. 6 FT. LENGTH OF GLV. H w ���"¢ �««-��a REINFORCING REQUIRED IN ALL "H" O S 3 „ 4" CONCRETE o Ns��� ����Wo NOTE LIP OF FLOOR EXPANDER MIN. 4 c SLAB SUPPORTS UP TO 12 FT. IN W o O=W N FLUSH WITH EDGE OF CONCRETE I I I I °. -.4 c LENGTH ON A AND C-WALLS° z SLAB I I I <5' FOR SHED ROOMS, OR 8-WALL TEMPERED GLASS r FOR GABLE ROOMS. LONGER "H" J J (2) 3/8" DIA. x 3" WEDGE-BOLTT SUPPORT LENGTHS REQUIRE FULL w _ WITH "TRI-COAT COATING" IN I MIN. LENGTH "H" REINFORCING I Q Q PRE-DRILLED HOLE USING ° ° 4. NEW OR MODIFIED EXISTING WEDGE-BOLT DRILL BIT; TYP. AT ° CONCRETE SLAB GLASS WING 0VER Z W EACH GANGING AND AT CORNER ' MIN. 3-1/2" THICKPosrs SLIDING GLASS DOORQ MIN. 8" TO 12"CONCRETE PERIMETER 3000 PSI CONCRETE MIN. —I TRENCH FOOTING c/) Q SECS TRANSOM OVER SLIDING GLASS • DOOR Q 4 ON CONCRETE SLAB SHEET 4 OF II - _..-- 1.19" PLASTIC CAP -- 3/8" DIA. HEX HEAD CAP SCREW #8 x 1/2" TEK SUNROOM ISOMETRIC P, x 1" TEK SCREWS POST CAP CAP BASE 3" ROOF — 6" LONG SCREW SCREWS EACH SIDE ® TOP, BOTTOM, 1/3rd UP VENT SASH HEIGHT ROOF TIE DOWN [" " THRU WALL EXPANDER ' & 1 3rd DOWN, BOTH SIDES TEMPERED GLASS 6 ROOF — 9 LONG SCREW / WASHER INTO "H" SUPPORT HOLES AS REQUIRED DRILL 7/16" DIA. PROVIDE MIN. (2) LAGS rJs��s 8 x1 2" TEK FOR WIRING HOLE THRU ROOF 3", 4-5/8" OR 6" AT "H" SUPPORT TO 0 # / PANEL ROOF PANEL WALL EXPANDER SCREWS THROUGH HEADER ARM HEADER SUPPORT LOCATION (SEE NOTES) -0 cc _ a Y INTO LIP OF MIN. (4) #8 x 1/2" TEK Y 2—INCH WALL SCREWS -THROUGH EACH CORNER POST _ SCREEN HEIGHT _ EXPANDER; TYPICAL & LIP OF LEG OF BRACKET INTO FIXED SASH HEIGHT EXPANDER ® FLOOR MASTER FRAME ` ,g, '� ,., CORNER POST & "H" o TRIM 1-1/2" MASTER FRAME JAMB E.R. POST JAMB AT - ROOF TIE SUPPORT SECTION OF -- MASTER FRAME WIDTH MASTER FRAME WIDTH-- EACH SIDE DOWN "H" SUPPORT ° "H" SUPPORT OF CORNER -� BLOCK AS SHOWN SEE E.R. POST ANCHORAGE EXTERIOR SID POST TYP. TO FIT INSIDE DETAIL #20 ON SHEET 11 ' WALL EXPANDER c� I o °�o-° GALVANIZED "H" >j a 6 ELECTRICAL POST @ GANGING y�ON ��$r REINFORCING N 5 PLAN VIEW o- `� - . - , I AS REQUIRED m — SUPPORT , �''°3' 2-1/2" ANGLE j GANGING Z �" . oY �i! - BRACKET MULLION a r a •- MASTER FRAME ��`• ' NESTED IN (2) #8 x 1/2" TEK SCREWS 4' O.C. MAX., #8 x 1 TEK SCREWS o o H HEAD a� ?I •'' (2) ® TOP & BOTTOM, EXPANDER TYP. TOP & BOTTOM & ® EACH END o; 3/8" tI ! d' SUPPORTS "H" & AT 1 3 UP, 1 3 DOWN; 3", 4-5/8" OR 6" ROOF a;w.: MASTER FRAME ° NUT ;`�� / / P. OR HEADER o'er O a� PANEL (3" SHOWN) JAMB o ``` �.•, 00 „ FASCIA CUT OFF a NOTE: WALL EXPANDER TO HOUSE CONNECTION Z v #8 x 1/ 2 TEK SCREWS ® 18 0 C =' ='` a `: LIPS OF a FASTENING TO WOOD FRAMING OR BRICK VENEER USE AND EACH END & ® GANGINGS '`s r; 1 4" DIA. GALVANIZED LAGS PROVIDING MIN. 1-1/2" w g CORNER POST o = ABOVE MASTER e; EMBEDMENT INTO STRUCTURAL FRAMING OR INSTALL WOOD ■Os o FRAME TOP o BLOCKING AND SECURE IT TO STRUCTURAL FRAMING TO o w Q x— PANEL CAP �; :;;: 6" PROVIDE PROPER ANCHORING SURFACE FOR 1/4" DIA. LAGS pZ o W o 8 x 1 2" TEK SCREWS; POST CA c # / "_ OVERHANG �w w EACH SIDE @ EACH END MAX. #8 x 1/2 TEK CORNER POST FASTENING TO SOLID CONCRETE/MASONRY USE: c00 v a Z 3" FOAM WING WALL _ w SCREWS THROUGH MASTER FRAME JAMB 1/4 DIA. GALVANIZED LAGS WITH SHIELDS PROVIDING w CL CORNER POST INTO MIN. 1-1/2" EMBEDMENT. Ui I ROOF TIE DOWN BLOCK Z #,o x 2 TEK SCREWS m A•e H SUPPORT CONNECTION �,•, i5 3 ® 18 O.C. AND ® EACH :=t'_ ":• ;: :. 0 5 C3 MASTER FRAME END — @ CORNER POST & WALL EXPANDER #8 x 1/2" TEK SCREWS CAD END x F m¢W OF H CHANNEL INTO EXPANDER Qm4= __29a (HOUSE END) & CONNECTED WITH #8 x 1" TEK SCREWS THROUGH _^o < W 2-1/2" ANGLE BRACKET AT (4) #10 x 3/4' SELF DRILLING o��3 r=NW3N CORNER POST END. INTO CORNER THROUGH ANGLE BRACKET `,` p d¢-LQ W C W `m "H" SUPPORT N==9E �_���_ = GALVANIZED "H" REINFORCING 6' o Q _ v W- m;Z H � FOR WALLS UP TO 12' PROJECTIONS o o 0 O � o o , �^'"oo i FULL LENGTH FOR WALLS OVER 12 SCREEN V o 0 / W o o=W d PROJECTION (CONTACT P.E.I. WIDTH \� o a ENGINEERING FOR SPECIAL LENGTH _ / e U- REQUIREMENTS) �qFq� (2) #8 x 1/2" TEK SCREWS IN / e e J 0 AND OUT AT UNIT GANGING 2 » /yq0�\� Q Q o AND EACH END 0 3/8" DIA. x 3 1/2" LONG V Fy �-- Z MASTER FRAME HEAD GALVANIZED LAG BOLTS FOR �� , Z W � "WOOD DECK & 3/8" DIA. x 3" �vQ�� C Q 0 WEDGE—BOLT WITH "TRI—COAT COATING" 0�P IN PRE—DRILLED HOLE USING WEDGE cn — BOLT DRILL BIT; TYP. FOR CONCRETE DETAIL N Q SEC5 AIL AT 7D DETAIL FOAM WING OVER AIL AT 7t✓ FOUNDATION DET CORNER Q 5 SLIDING GLASS DOOR B-CDET CORNER 5 WOOD & CONCRETE FOUNDATION ANCHORAGE A-B5 @ CORNER POST & FLOOR EXPANDERS SHEET 5 of it TEMPERED GLASS ANCHORING NOTE: SUNROOM ISOMETRIC FOR WOOD USE: MIN. (2} 3/8" 'DIA. f 8 x SCREWS x 3-1/2" LONG GALVANIZED LAGS FIXED SASH HEIGHT " e2) ® FLOOR EXPANDER s-ts (MIN. 1-1/2 EMBEDMENT INTO THROUGH GANGING MULLION; MASTER FRAME JAMB STRUCTURAL FRAMING) Li a BOTH SIDES, GANGING 3 #8 x 1" TEK SCREWS FOR CONCRETE USE: MULLION NOTCHED TO SIT �s i c ti a @ TOP & BOTTOM; 1/3rd UP 3/8" DIA. x 3" WEDGE-BOLT WITH ON BOTTOM OF FLOOR o Q z s SEE DETAIL 7D ON & 1/3rd DOWN "TRI-COAT COATING" IN PRE-DRILLED EXPANDER (BEARING WALLS) r iz Q SHEET 5 FOR CORNER p z " HOLE USING WEDGE-BOLT DRILL BIT; TYP. GANGING MULLION POST TO FLOOR EXPANDER #8 x 1/2 TEK SCREWS M M a ® TOP & BOTTOM; BOTH SIDES NOTCHED AT BASE CONNECTION ON WOOD w Wm ON BEARING WALLS OR CONCRETE FOUNDATION w FOAM KNEEWALL TRIM AS NEEDED z z TRUGRIP GT ANCHORS ® INTERMEDIATE (2) #8 x 1/2" TEK SCREWS 1-1/2" LONG POINTS STAGGERED ® 18" O.C. THROUGH FLOOR EXPANDER (TRUGRIP GT 1264000 1-1/2" INTO MASTER FRAME JAMBS Ior� o _ SCR W LONG SCREWS CORNER POST 3" NOMINAL THICKNESS GALVANIZED > .�� 3 EDGE OF FLOOR FOAM KNEEWALL 0 STEEL STIFFENER °' a EXPANDER LIP #8 X 1/2" oi TEK SCREWS 2-3/4" PLATE WHEN 5.: Lu l 3 3/8" DIA. x 3" SPACED ® 18" O.C. TYP. REQUIRED Z2-3/4" WEDGE-BOLT WITH ac YTRI-COAT COATING" POST CAP FLOOR EXPANDER IN PRE-DRILLED HOLE w�c. wrSc. zN USING WEDGE-BOLT #8 x 1/2" TEK SCREWS o a DRILL BIT; TYP. 3-9/16" FOAM KNEEWALL WIDTH ® a c EXTERIOR SIDE BEARING B-WALL /3 dP�DOWN,OBOTH3SDES rd UP & z U �v SEc8 PLAN VIEW OF A—B CORNER GLASS KNEEWALL WIDTH w A 5 0 WALL POST 4-7/$" 6 0 N DECK FOUNDATION ANGING DIST. �pN 0 Q SUPPORT BRACKET -------------------------- "'J� _- p W POST CAP �/#10 x 2-1/2" TEK SCREWS #10 x 2" TEK SCREWS V�W O Lio 3 I 3" FROM TOP & BOTTOM 3" FROM TOP & BOTTOM oLi N I o i & MAX. 19-1/2" SPACING & MAX. 19-1/2" SPACING/ w � m 3 I GLAZING BAR 1-1/2" SQUARE i M z W I ALUM. TUBE A FOR WOOD USE: o W w - a " I HIGH WIND MEETING RAIL 1 8" POP RIVETS m (1) #8 x 1 TEK SCREW, ' vc X w I AT TOP MIDDLE, MIN. 2 1 4" DIA. GALVANIZED LAGS AT BOTTOM, fiG- .0 �` ® TOP & BOTTOM; 1 3rd UP REINFORCING REQUIREMENTS ( ) / o W I` w m / l CONTACT P.E.I. ENGINEERING TOP, AND LOCATION OF H" OR HEADER SUPPORT == -9�W & 1/3rd DOWN & BOTTOM;�' o W.E o o> TYP. CONNECTION TO WALL EXPANDER. PROVIDE MIN. 2o- rn o #8 x 1/2 TEK -------------- ---- -- 1-1 2 EMBEDMENT INTO STRUCTURAL FRAMING �=_� y.c '^_ < z SCREWS EACH SIDE (2) #8 x 1 TEK 3/8" DIA. x 3" WEDGE-BOLT VENT SASH INTERLOCK OR WOOD BLOCKING INSTALLED AND SECURED TO W- _- -� o_ SCREWS; BOTH SIDES " " WITH GLV. STEEL TUBE x WITH TRf-COAT COATING IN � STRUCTURAL FRAMING ���� ������ PRE-DRILLED HOLE USING REINFORCEMENT o W W W LOCATE 2-3/4" BACK (AS REQUIRED) `''. FOR CONCRETE MASONRY USE: U=W m g=o WEDGE-BOLT DRILL BIT; TYP. ^ W= o FROM LIP OF EXPANDER MIN. 1/4" DIA. GALVANIZED LAGS WITH SHIELDS; ��=aW���� o AS SHOWN ON CONCRETE VENT SASH HEIGHL� FIXED SASH HEIGHT c� PROVIDING MIN. 1-1/2" EMBEDMENT. LOCATE FOUNDATION, TYP. �� LAGS SAME AS FOR WOOD DESCRIBED ABOVE. ='^�='^ 3-9/16" FASTENER LENGTH TO PENETRATE MIN. 1-1 2" 9 o W= i N FOR BRICK VENEER ATTACHMENT, PROVIDE o H N 5- / � _� s INTO STRUCTURAL FRAMING BEHIND THE �WoW �_ W� B ICK VENEER. 0 2-3/4" \ 0 .J o_ FIXED SASH HEIGHT STEEL TUBE REINFORCEMENT Q Q AT MEETING RAIL INTERLOCK 1n GANGING MULLION MASTER FRAME Q #8 x 1/2" TEK SCREWS (1) OF BOTH FIXED & VENT SASH ,,,� W HEIGHT AS �z JAMB ® TOP, BOTTOM 1/3rd UP ( REQUIRED) W 0 GANGING MULLION 1/3rd DOWN, BOTH SIDES z 3-3/16" MASTER. FRAME WIDTH ROLLING DOOR WIDTH #8 x 1/2" TEK SCREWS, Q SEE DETAIL 7C ON GANGING DIST. EXTERIOR SIDE �— SHEET 5 FOR CORNER GANGING DIST. ® TOP & BOTTOM; 1/3rd UP (� POST TO FLOOR EXPANDER NON BEARING C-WALL & 1/3rd DOWN V) Q CONNECTION ON W000 SEc9 PLAN VIEW OF B—C CORNER Q FOUNDATION 6 ON CONCRETE FOUNDATION SHEET 6 OF II i EXTERIOR SIDE #8 x 1/2" TEK SCREWS, ® HANGER, SUNROOM ISOMETRIC 3/16" DIA. NOREX FASCIA LOCATION, @ 1/3 POINTS-,BETWEEN 3/16" x 5/16" SETTING BLOCK HANGER AND HEADER BUT NOT MORE THAN (4) #8 x 1" TEK SCREWS 1/8" x 1-1/8" x 8" LG. STEEL STRAP, 4 REO'D 4' O.C. MAX.; TYP 3", 4-5/8" OR 6" NOMINAL G�JS�Sss ON EACH CORNER AT TOP PER GRP EACH AT FARTHEST EDGE FROM SUPPORT THICKNESS ROOF PANEL " TOP AND BOTTOM (EITHER SIDE OF I—BEAM SILICONE SEALANT; (3" SHOWN) d �, (2) #8 x 1/2" TEK " EACH SIDE OF I—BEAM @ _ ACCEPTABLE, USED WITH 3 ROOF ONLY 024" 3105—H174 ALUM. ¢ Z c5i a SCREWS PER STRAP TOP, & ON BOTTOM SURFACE SKIN; TOP AND BOTTOM #8 x 1/2" TEK SCREWS 1" TEMPERED INSULATED OF UPPER FLANGES; TYP. Y� y @ HANGER, FASCIA, AND GLASS ROOF PANEL 1/3 POINTS BETWEEN �' ALUMINUM I—BEAM ::• HANGER & HEADER BUT - N R THAN 4 O.C. DOW 79 f. I NOT MORE 5 SILICONE SE ALANT E A LANT MAX . BOTH SIDES OF VE NT ENT 3/8" DIA. BACKER ROD; TYP. z I 3", 4-5/8" OR 6" ROOF PANEL (3" SHOWN) >z� I F ROOF PANEL WIDTH GLASS ROOF PANEL ROOF PANEL WIDTH ROOF PANEL WIDTH m N (36" TYP.) WIDTH 36" TYP. (36" TYP.) (36" TYP.) m N z uj � a � G N EC1 FOAM PANEL ROOF CROSS SECTION 3/8" DIA. GALVANIZED LAGS W/WASHERS o co INTO STRUCTURAL FRAMING 8 x 1 2" TEK SCREWS; ® o Ln � (PROVIDE MIN. 1-1/2" EMBEDMENT) BOTH SIDES AT PANEL CAP z `*® 16 O.C. TYP. GLAZING CAP AND "H" SUPPORT �„ a 00 GLAZING TAPE w _ FLASHING N G �o d TAB/HANGER (2) #8 x 1/2" TEMPERED GLASS TEK SCREWS " �j� = ASSEMBLY @ TOP & BOTTOM OF EACH 3 NOMINAL `'�o w "2z o 4i o THICKNESS �`'' a w FOAM I—BEAM c� MI 1" TEMPERED INSULATED GLASS ROOF PANEL PANEL WING n / Mq,V 24�� EXTERIOR SIDE 1/2" x 1" x 1/16" CONTINUOUS "H" SUPPORT = „ ALUMINUM ANGLE IS CONTINUOUS cj 1 TEMPERED INSULATED _ GLASS ROOF PANEL #8 x 1/2" TEK SCREWS W : .t .:• SILICONE SEALANT ® TOP BOTTOM & 16" O.C. s EXTERIOR SIDE des= R t= � (4) #8 x 1" TEK SCREWS HANG ON EACH CORNER AT TOP 12 PLAN VIEW OF GLASS & POINT - 3/8" DIA. BACKER ROD ::.: ; :. 7 FOAM WING PANEL �=W W 3", 4-5/8" OR 6" c U=CW Z�=< ROOF PANEL 3/16" DIA. NOREX La (3" SHOWN) _ =flf t W N I t GLgss - .':: MIN 000Wo= W ROOF p MAX. 2„ #8 x 1/2" TEK SCREWS I DTH 3 aN f`-' NO TIE. `,,.: 4 N o =o sn a=W #8 x1" TEK 6!` Typ Tf; MINIMU ; (2) ON ONE SIDE OF EACH I—BEAM W o W 0=W N (1) @ EACH CORNER M p INTO HEADER ARM -- - - FORM OU@LE f RMISSI@LE rc 2 PANf1 DIMfNROLL - J_ 4 MIN, ION I FASCIA SILICONE Z W SEALANT #8 x 1/2" TEK SCREWS, (2) AT EACH Q Lu ROLLED EDGE OF ALUMINUM I—BEAM, (1) AT EACH END OF HEADER SILICONE -- CLAD FOAM PANEL HEADER ARM SEALANT (n " S EC 1 FOAM PANEL ROOF #8 x 1/2" TEK SCREWS, (2) AT EACH Ll MAX.j (n Q LONGITUDINAL SECT 10 N I—BEAM, AND (1) AT EACH END OF HEADER Q HEADER SUPPORT SHEET 7 OF �I MIN. 2 1/4" GALVANIZED LAGS AT TOP & AT CONNECTION SUNROOM ISOMETRIC FOR EXISTING WOOD STRUCTURES; OF "H" OR HEADER SUPPORT TO EXPANDER. h PROVIDE SOLID WOOD BLOCKING LAGS SHALL PROVIDE MIN. 1-1/2" EMBEDMENT AT EXISTING WALL AS REQUIRED INTO STRUCTURAL FRAMING OR WOOD BLOCKING INSTALLED & SECURED TO WOOD FRAMING. MAX. SPACING BETWEEN LAG LOCATIONS SHALL �� BE 4 -0 . BEYOND 4 =0 , ADD 1 LAG MIDWAY EXISTING/ STRUCTUREZ a J 6 , BETWEEN TOP AND "H" OR HEADER SUPPORT LOCATION. o ¢ z EXISTING T CTURE Ec USE MIN. 1/4" DIA. GALVANIZED.LAG WITH SHIELDS FOR EXPANDER ® EXISTING STRUCTURE Y - E3 SOLID MASONRY FOR WOOD USE: �. MIN. (2) 1/4" DIA. GALVANIZED LAGS AT BOTTOM, (REMOVE SIDING) 1-1/2- EMBEDMENT INTO TOP, AND LOCATION OF "H" OR HEADER SUPPORT o TO WALL EXPANDER. PROVIDE MIN. 1-1 2" GANGING MULLION - STRUCTURAL FRAMING MIN. / � o EMBEDMENT INTO STRUCTURAL FRAMING OR m o #8 x 1/2" TEK SCREWS o_ WOOD BLOCKING INSTALLED AND SECURED EXPANDER ® EXISTING STRUCTURE cr TO STRUCTURAL FRAMING 3 ® TOP, BOTTOM, 1/3rd UP & O` (REMOVE SIDING) O Of 1/3rd DOWN X t o w FOR CONCRETE/MASONRY USE: z #8 x 1/2" TEK SCREWS ® R MIN. 1/4" DIA. LAGS WITH SHIELDS; PROVIDE 0 MASTER FRAME JAMB > I i TOP, AND BOTTOM, BOTH SIDES. MIN. 1-1/2" EMBEDMENT. LOCATE LAGS SAME z � m N 3" FOAM WING PANEL FOR BRICK VENEER ANCHORAGE USE LAGS a F a PENETRATING MIN. 1-1/2" INTO STRUCTURAL AS FOR WOOD DESCRIBED ABOVE. FIXED SASH HEIGHT SILICONE SEALANT FRAMING BEHIND VENEER TEMPERED GLASS l3 PLAN VIEW OF WING PANEL i4 PLAN VIEW OF ROLLING DOOR o o0 $ AT EXISTING STRUCTURE 8 AT EXISTING STRUCTURE Z A L Z= EXISTING ROOF ■200 9 G 3/8" DIA. x 3-1/2" LONG GALVANIZED o w El LAGS W/WASHERS ® 16" O.C. THROUGH SHINGLES �z p W 0o .� FASCIA INTO EXISTING RAFTERS ® a11' a w 3/8 DIA. GALVANIZED LAGS W/WASHERS � � 00 ® 16" O.C. PROVIDE 1-1/2" MINIMUM SHEATHING w rl M EMBEDMENT INTO STRUCTURAL FRAMING GAP FLASHING EXISTING STRUCTURE o REMOVE SIDING AT ALUMINUM FLASHING UNDER EXISTING RAFTER Q W Q o W TAB/HANGER ATTACHMENT SHINGLES AS NECESSARY (SIZE AND SPACING) o �=d VARIES) EXISTING o W_ o>¢�� O FLASHING RAFTER r SILICONE SEALANT MIN. NOTCH NOTCH Oyy W � 1-1 2 g TAB/HANGER ASSEMBLY SILICONE SEALANT EMBEDMENT W 0^o VARIES le - a _ 2x LEDGER BOARD _ �A ® TOP (&) BOT TOM1 OF EACH TEK SIC BEAM ° WALL STUDS NAILED TO EXISTING Z o y U O K U Z¢U Z 0 (2) 12d NAILS. CD (2) #8 x 1/2" TEK SCREWS; PROVIDE MIN. 1-1/2- N w 8 N o SILICONE SEALANT :.: ..�� ® TOP & BOTTOM EMBEDMENT o9-is5;3o=W OF EACH I-BEAM EXISTING BEARING WALL lJ Z W¢ :a::•;;';;::.::::•:.,:.:;:: LOOKOUTS EXISTING OR ADDITIONAL C/) 3", 4-5/8" OR 6" ROOF PANEL NAILS AS REQUIRED AS REQUIREDQ � (3" SHOWN) THIS MOUNTING METHOD MAY REQUIRE REQUIRES 2x FASCIA LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT Q Q BOARD, (DEPTH VARIES) NOTE: AND/OR FASTENERS AT EACH RAFTER LOCATION. 0 EXISTING STRUCTURE MUST BE EVALUATED FOR Z W STRUCTURAL SUITABILITY BY LICENSED ENGINEER. Q NAILS OR BOLTS AS s TAB AND HANGER ASSEMBLY REQUIRED; DETAILS' PER Q P.E.I. ENGINEERING i s TAB AND HANGER ASSEMBLY $ (WALL MOUNT) $ (FASCIA MOUNT) I Q SHEET 8 OF 11 4x4 POST WITH REQUIRED NOTCHING SHOWN. SUNROOM ISOMETRIC FOR 4x6 AND 6x6 POST, STOP EXPANDER ELECTRICAL RACEWAY POST . ON EACH SIDE OF RIDGE POST GALVANIZED REINFORCEMENT (2)—#10 x 2" TEK SCREWS NOTCH BOTTOM OF RIDGE POST WHEN REQUIRED E.R. POST G�oss THROUGH INTERIOR FACE OF TO CLEAR WEEP SHELF y� R;dg & EXPANDER SIDEWALL (4x4 POST ONLY) OPEN SIDE OF STEEL a EXPANDER INTO 4x4 RIDGE POST e a post I AND E.R. POST FACE o ¢ z 5 o z REMOVE INTERIOR LIP OF TO EXTERIOR FOR T. ¢ g +/4 EXPANDER AT POST LOCATION j° RIDGE POST APPLICATION 3/8" DIA. x 3-1/2" LONG +/Z- 0 3/8" DIA. x 3" WEDGE—BOLT WITH GALVANIZED LAG WITH WASHER I ° TRI—COAT COATING TYP. EACH _+/8- SIDE OF RIDGE POST ON CONCRETE ° °; ALUM.- WALL POST z_+/2.EACH SIDE OF RIDGE POST FOUNDATION SUPPORT BRACKET ON WOOD FOUNDATIONS NOTE: LOCATE LAGS/BOLTS IN HOLE 2-1/2" ALUM. ANGLE (3) #10 x 1-1/4" TEK _ .CLOSEST TO INTERIOR OF ROOM ° u ° ° BRACKET EACH SIDE SCREWS THROUGH — I TYPICAL OF RIDGE POST SUPPORT BRACKET 6 z .iI ° INTO E.R. POST, > I = PLYWOOD OR OSB ° °o EXPANDER LIP FLUSH WITH TYPICAL EACH SIDE 0 N DECK SURFACE ° �.. CONCRETE • EDGE OF CONCRETE ON • .FOUNDATION—.• e O FLOOR EXPANDER CONCRETE FOUNDATION (2) #8 x 1/2" Z sNow►+ • " TEK SCREWS ° a ~ a TRUGRIP ANCHORS ;• s: (2) 10 X 2 TEK SCREWS v o o N ® 18" O.C. TYP. THROUGH FLOOR EXP. � �STAGGERED DECK INTO RIDGE POST FOUNDATION • (4)—#10 x 2 LONG TEK SCREWS AT EACH CLIP; TYP. ® a`,��, ALUM. FLASHING ? I s"o"" EXPANDER LIP OVERHANGS WOOD HEADER (2) #8 x 1/2" TEK SCREWS v v I`` BY 1/2" ON DECK FOUNDATIONS FLOOR EXPANDER THROUGH FLOOR EXPANDER z A 00 INTO SIDEWALL LIPS OF E.R. wPOST g zo »A WOOD RIDGE POST ANCHORAGE »e E. R. RIDGE POST ANCHORAGE �_+ =z : 9 AT FLOOR EXPANDER 9 AT FLOOR EXPANDER w ° Cl (BOTH WOOD DECK & CONCRETE FOUNDATION SHOWN) (CONCRETE FOUNDATION SHOWN) ^< WOOD RIDGE BEAM SIZE AND # MEMBERS MIN. 3 8" DIA. x 2-1/2" LONG AS REQUIRED GALVANIZED LAG SCREWS W/WASHERS c. V ® 16" O.C.; STAGGERED e W W FLASHING ® OPPOSITE SIDE TAB & HANGER ASSEMBLY ALUMINUM FLASHING d o= 88 W 3", 4-5/8" OR 6" PANEL TYP. BOTH SIDES AS REQUIRED W=_ W ON V, NZ�V O� HANGER (3" SHOWN) SILICONE (2) #8 x 1/2" TEK ��o as:� SEALANT SCREWS, AT TOP & & `"3"' BOTTOM OF EACH I—BEAM t, C W Z O Z J O Z C O~ O U F D S O 3", /4-5 8" OR 6" �t tiWO�W �O=WV,d ROOF PANEL ' (3" SHOWN) THERMAL BREAK J #8 x 1/2" TEK SCREWS, 3", 4-5/8" OR 6" ROOF PANEL) L ALUMINUM FLASHING Q Q PANELS; BOTH SIDES PEI 8" OR 6" ALUMINUM AS REQUIRED RIDGE BEAM (8" SHOWN) z w Q 0 Asa ALUMINUM RIDGE BEAM � sB WOOD RIDGE BEAM Q 9 AND PANEL HANGER 9 WITH TAB AND HANGER a SHEET 9 OF (I 6" OR 8" ALUMINUM RIDGE BEAM " SUNROOM ISOMETRIC - USE MIN. 3/8 DIA. x 2-1/2 GALVANIZED STRAP IS CONTINUOUS (NOTE: 6" ALUMINUM RIDGE BEAM LAGS W/WASHERS INTO RIDGE BEAM ® 16" O.C.; (BEND OVER CORNERS ACCEPTS 3 PANEL HANGER ONLY, STAGGERED ® OPPOSITE SIDE OF RIDGE BEAM) 3" ALUMINUM RIDGE & 6 PANE HANGER) ACCEPTS G�JS�Tcs 6 TAB & HANGER ASSEMBLY (3) #10 x 1-1/4" TEK SCREWS A TYP. BOTH SIDES THROUGH RIDGE POST BRACKETS i o ¢ z 5 d INTO RIDGE BEAM EACH SIDE r ¢ z (3)-#10x 1-1/4" TEK SCREWS ° " i/ i WOOD RIDGE BEAM THROUGH RIDGE POST BRACKET INTO + h RIDGE BEAM; EACH SIDE ° ° RIIDGE 1 POST INTO RIDGE THROUGH (SIZE PER ENGINEERING 1b�yn� Q ° ° REQUIREMENTS) (3) #10 x 2" TEK SCREWS NOTE: USE (2) RIDGE POST o \ .. MIN. (5) #10 x 2" TEK SCREWS THROUGH RIDGE POST; BRACKETS BRACKETS EACH SIDE OF MIN. (5) #10 x 2" TEK i INTO EACH SIDE OF BEAM INTO RIDGE POST EACH SIDE RIDGE POST SCREWS INTO RIDGE POST P.T. 4 x 4, 4 x 6, RIO� EACH SIDE i 6 x 6 RIDGE of POSTPOST TYP. i�o " 2-1/2" WIDE x 6' LONG �° z r� o #10 x 2 TEK SCREWS; (2) ® TOP P.T. 4 x 4, 4 x 6, 6 x 6 ALUMINUM TIE DOWN STRAP po9� & BOTTOM, AND STAGGERED.® 12 O.C.; RIDGE POST TYP. 1 12' MIN. LENGTH OF LAP ON EACH SIDE OF POST X (SIZE DETERMINED BY ° I POST TYPICAL EACH SIDE m N LOAD REQUIREMENTS. NOTE: HIGH WIND CONDITIONS CONTACT P.E.I. ENGINEERING) a FOAM KNEEWALL TRIM, TYP.; MAY REQUIRE ALTERNATE CONNECTIONS o o EACH SIDE ALUMINUM RIDGE BEAM REQUEST P.E.I. ENGINEERING WOOD RIDGE BEAM " WOOD RIDGE POST G RIDGE D E USE 3/8" DIA. x 2-,/2" LG. 00 6 OR 8 ALUMINUM RIDGE BEAM l 9A T G BEAM CONNECTION GALVANIZED LAG SCREWS �; o NOTE: 6" ALUMINUM RIDGE BEAM z u W/WASHERS INTO RIDGE BEAM c c ACCEPTS 3" PANEL HANGER ONLY, WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER AT c�S w Z o ® 16 O.C.; FOR TAB & 8" ALUMINUM RIDGE BEAM ACCEPTS GANGINGS, FIRST ISOLATE WOOD POST FROM ALUMINUM BY WRAPPING W 3 g WITH ANY OF THE FOLLOWING: 15# ROOF FELT, APPROVED HOUSEWRAP HANGER ASSEMBLY �� =o 3 4-5/8' OR 6" PANEL HANGER) OR 10 MIL PLASTIC SHEETING PRIOR TO INSTALLATION OF ALUMINUM cn w =Z ,. > CLIPS OR TRIM COIL ALL FASTENERS IN DIRECT CONTACT WITH 2-1/2" WIDE x 6' LONG 9�i � w Q PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER ALUMINUM TIE DOWN STRAP p - w o ASTM A153, OR OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO & a w TAB & HANGER ASSEMBLY BE ATTACHED TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM � N a NAILS. TYP. BOTH SIDES w i z WOOD RIDGE BEAM Q (3)-#10 x 3/4" SELF DRILLING 3" PANEL HANGER SHOWN \� (SIZE PER ENGINEERING o � W SCREWS THROUGH RIDGE POST REQUIREMENTS W�p BRACKETS INTO RIDGE BEAM; ° ° ° 2" EXPANDER W/LIP /I „ ¢o V,<a W U vi EACH SIDE ° PEELED. FORMS CAP MIN. (5) #8 x 1/2" TEK SCREWS i i USE (5)- #10 x 2 TEK oW� =o>-�� O aW cowmJca FOR E.R. POST THROUGH STRAP INTO E.R. POST SCREWS THROUGH STRAP d�=oa=��= FOAM KNEEWALL TRIM, TYP.; o EACH SIDE ° INTO RIDGE BEAM EACH SIDE gW�= =Zmtzm,�a EACH SIDE 2" EXPANDER W/LIPHo� i PEELED. FORMS CAP MIN. (4) #8 x 1•• TEK SCREWS a =W m m THROUGH RIDGE POST BRACKETS - NOTE: USE (2) RIDGE POST (2) #10 x 2" TEK SCREWS FOR E.R. POST _¢ =oU�m3 INTO E.R. POST ° BRACKETS EACH SIDE OF THROUGH FOAM KNEEWALL TRIM ����� TWO �N x,z oid=a RIDGE POST INTO RIDGE BEAM; EACH SIDE -Ep I =y = < =cG GLAZING CAP (WHEN ° ELECTRIC RACEWAY POST 1 12' ELECTRIC RACEWAY cJ G<J GLASS WING IS USE) W/ELECTRICAL RACEWAY POST WALL POST W/ ELECTRICAL 4 W O S W o?W REINFORCEMENT WHEN REQUIRED. o' ° RACEWAY POST REINFORCEMENT #8 x 1" TEK SCREWS; A NOTE: OPEN SIDE OF E.R. POST (COVER) (2) ® TOP & (1) STAGGERED A ° A FACES TO EXTERIOR WHEN USED AS ° ® 12" O.C. & (2) ® BOTTOM ° RIDGE POST #8 x 1" TEK SCREWS (2) ® TOP & (1) STAGGERED ® ° Q "H" SUPPORT 12" O.C. & (2) ® BOTTOM; Q _ CHANNEL ° EACH SIDE OF POST EACH SIDE FOAM KNEEWALL TRIM, TYP.; C) ° � '� 2-1/2" ANGLE BRACKET FASTENED Z W WITH MIN. (4) #8 x 1/2" TEK SCREWS NOTE: HIGH WIND CONDITIONS Q Q THRU EACH LEG OF ANGLE INTO E.R. MAY REQUIRE ALTERNATE CONNECTIONS WOOD RIDGE BEAM w POST AND "H" SUPPORT REQUEST P.E.I. ENGINEERING Q 198 ALUMINUM RIDGE POST TO RIDGE BEAM CONNECTION a ALUMINUM RIDGE BEAM �OSHEET 10 OF II SUNROOM ISOMETRIC ELECTRICAL RACEWAY GANGING MULLION- POST REINFORCEMENT I I NOTCH AS REQUIRED GANGING r WHEN REQUIRED I I I MULLION E.R. POST ! ANCHORING NOTES: J5�(1S FOR WOOD USE: MIN. (2) 3/8" DIA. I I I GALVANIZED STEEL IVY x 3-1/2" LONG GALVANIZED LAGS iof STIFFENER EN DE E.R. POST WHENREQUI E I (3) #10 z 1-1/4" I • • I WITH WASHERS TEK SCREWS THROUGH I• ; ' , ! ANCHORS SAME d a -' a SUPPORT BRACKET ' FOR CONCRETE USE: MIN. (2) 3/8" DIA. x (2) /8 x 1/2" TEK SCREWS ; AS DETAIL 20 INTO E.R. POST o ' u WEDGE-BOLTS I r ¢ g 3" WEDGE-BOLTS WITH "TRI-COAT COATING THROUGH EXPANDER INTO •, TYPICAL EACH SIDE • . IN PRE-DRILLED HOLE USING WEDGE-BOLT UPS OF E.R. POST SHOWN • DRILL BIT; TYP. ° ' .`°` �,�ie• 5' FLOOR EXPANDER I � ; 5• I 0 0 ° ALUM. WALL POST ' SUPPORT BRACKET ° S. o � o o (2) #8 x 1/2" TEK SCREWS MIN. (2) #8 x 1" o � MIN. (2) #8 x 1" ° THROUGH EXPANDER INTO TEK SCREWS; THROUGH ° TEK SCREWS; THROUGH I �., UPS OF E.R. POST EXPANDER INTO GANGING O EXPANDER INTO GANGING (2) #8 x 1/2" �,. MULLION ON EXTERIOR (2) �8 x 1/2" -.� MULLION ON EXTERIOR j I H TEK SCREWS AND ON INTERIOR TEK SCREWS AND ON INTERIOR z THROUGH EXPANDER FLOOR EXPANDER FLOOR EXPANDER THROUGH EXPANDER FLOOR EXPANDER INTO E.R. POST INTO E.R. POST r m z .. w 20 E.R. POST CONNECT. 21 GANGING MULLION CONNECT. 24 E.R POST CONNECT. 2s GANGING MULL.CONNECT. o > > AT BEARING WALL � ' AT BEARING WALL > > NON BEARING WALL � ' NON BEARING WALL 101 ® ao 0 CU U Z HEADER SUPPORT b" N A Z ° � 50 LOCATE SCREWS ON SCREW MISCELLANEOUS ROOF DETAILS N .T.S. -�� C a LINE OF HEADER SUPPORT DOUBLE I—BEAMS �•+o w GALVANIZED ALUMINUM I-BEAMS =Z ELECTRICAL RACEWAY STEEL H-R CUP WITH 2-3 4" WIDE vZ O Li 0 POST REINFORCEMENT 2-3/4" WIDE FOAM PANEL A �,., .a w WHEN REQUIRED (3) #8 x 1/2" SUPER FOAM PANEL I ° • TEK SCREWS SPACER BETWEEN I-BEAMS EXTERIOR SIDE #8 x 1/2" TEK SCREWS, ® HANGER, PACER N (2) �E8 x 1/2" TEK ! SUPPORT INTO ROUGH DER (4) #8 x 1" TEK SCREWS FASCIA LOCATION, ® 1/3 POINTS BETWEEN SCREWS THROUGH ; E.R. POST ON EACH CORNER AT TOP HANGER AND HEADER BUT NOT MORE THAN HEADER SUPPORT INTO I 5 _ UPS OF E.R. POST ; 5 I 12-3��,I 4 O.C. MAX.�TYP F r E.R. POST :Ef t. >7 0 O d W U 22 HEADER SUPPORT TO E.R. POSToCJ yI N t=W NZmc,N= . ONfA CONNECTION AT BEARING WALL �'yrWr oW��'O 3 ��/IOC <=W tq� � � (2) #8 x 1/2" TEK 1" TEMPERED INSULATED 3", 4-5/8" OR 6" ROOF W CO a SCREWS PER STRAP GLASS ROOF PANEL PANEL (3" SHOWN) SHOWN WITH DOUBLE I—BEAM 3 4-5 8 OR 6 ROOF EC10 » W= C3 HEADER SUPPORT s"\_ o o u S o W W p O O W O Z LOCATE LINE OF HEADER SUPPORT GALVANIZED STEEL H-R HIGH WIND FASTENING CUP (n GANGING MULLION 1/4" DIA, x 4" GLV. LAGS (3" FOAM ROOF) 0 CUP ° 3/8" DIA. x 6" GLV. LAGS (4-5/8" FOAM ROOF) ! (2) /8 x 1" TEK 3/8" DIA. x 7" GLV. LAGS (6" FOAM ROOF) Q Q SCREWS; EACH SIDE ' ENLARGED DETAIL THROUGH HEADER I (SPACING PER HIGH WIND REQUIREMENTS) '..;: .;__.;.,.'' Q SUPPORT INTO CONTACT P.E.I. ENGINEERING ",::: Z w GANGING MULLION I P.E.I. FASCIA FOR Q GANGING 3", 4-5/8" AND 6" ROOF — MULLION (3" SHOWN) (n < Q 23 HEADER SUPPORT TO GANGING MULL. E�" AT HEADER SUPPORT OVMHANG-� Q � I CONNECT. 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