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Home My WebLink About0658 WAKEBY ROAD � 8 W4��B y r 3 f Town of Barnstable Building Post This Card S6.That it is Visible From the Street,Approved'Plans Must be Retained on Job and this Card Must be Kept KAM 'Posted Until Final Inspection Has BeenMade. �';� 't. � Permit r ' lWhere a Certificate�of Occupancy is Required;.such Building shall Not be Occupied until a•FinalYlnspection has been made. I Permit No. B-18-2549 Applicant Name: todd leduc Approvals Date Issued: 08/20/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 02/20/2019 Foundation: Location: 658 WAKEBY ROAD, MARSTONS MILLS Map/Lot: 028-102 Zoning District: RF Sheathing: Owner on Record: WEBSTER,KENNETH A&BARBARA M TRS Y Contractor Name:-TODD LEDUC Framing: 1 6 Address: P 0 BOX 384 Contractor License: CSS,-106019 2 MARSTONS MILLS, MA 02648 _ — Est. Project Cost: $5,000.00 Chimney : Description: Air sealing and insulation of attic and common walls. Permit Fee: $85.00 � Insulation: jProject Review Req: tt Fee Paid: $85.00 Date: ,! 8/20/2018 Final: Plumbing/Gas Rough Plumbing: - — — ---- _�. \.Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the+approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. - -. — Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:! 1.Foundation or Footing Rough: 2.Sheathing Inspection �"- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation '6 Low Voltage Final: 7.Final Inspection before Occupancy ✓y��h, 5� Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. O r ��•R� Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT * , TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION. r, Maps Parcel I^� Application # �d 3 3 Q-_5 Health=Division ) Date Issued Conservation Division Application Fee Planning Dept. _. Permit Fee. �J Date Definitive Plan.Approved by Planning Board Historic OKH Preservation/Hyannis Project Street Address �i 5 W a� �Z�• ' Village (it SVnt, 1.&.% Owner V Address �a Telephone ,-?»— � 8 --Z2-L3 7,77—.;L 3 yy Permit Request �e�d zc.� a X17 3 a- Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3 � Cohstruction Type Lot Size ;� OG Adr4j Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family� Two Family ❑ Multi-Family (# units) Age of Existing Structure fl,l Historic House: ❑Yes W(No On Old King's Highway: ❑Yes dNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 12-Yf Number of Baths: Full: existing new Half: existing new Number of Bedrooms: .3 existin _new Total Room Count (not including baths): existing (O new First Floor Room Count Heat Type and Fuel: ❑Gas :Oil ❑ Electric 0 Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes � No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: 0 exi ting ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing 0 new size _ Other: o m s: Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 Commercial ❑Yes No If yes, site plan review # CY CID a Current Use -DP.e k Proposed Use Su.Aro APPLICANT INFORMATION rn (BUILDER OR HOMEOWNER) Name T,y, Wwc-corlr o_r k Telephone Number Address S"o �� S Gd ANOW, License # 076-40 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,SW SIGNATURE DATE FOR OFFICIAL USE ONLY ' APPLICATION# DACE ISSUED MA"/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION SONos VA 0- 0 X- C?/XI o� }' FRAME 6 T/1/ /QgA-` - t INSULATION—Cu�� /e"re'4y&.�wa* s FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' `GAS: ROUGH 'FINAL r FINAL BUILDING KA 6 h-to DATE CLOSED OUT. - ASSOCIATION PLAN NO. Y The Corrrnrornwenith of lllrrssac/rusetts Department of hidustrial Accidents Office ofhivestigatiotis 600 Washington Street Boston, J11A 02111 i) w111M/if ass-go l'1tlia Workers' Compensation Insurance Affidavit: 111,ilders/Cosh-actors/.Electricians/1"lumbers Applicant Information Please Print Legibly !' aO El) c s it C, Name (Business/Orgaruzation/Individual): P4i'_ 1� t 1 =/-) Address: 5DO /V ekJ- /State/Zi : Ci �y t,�j„ i!ty ,� � �� 0,2 U Pltone #: 3Z�e --8�-2-1 9�� re you an employer? CI►eck the-appropriate box: Type of project(required): 1. I am a employer with 2,5— 4. ❑ i ant a general contractor and I 6 ❑ New construction employees (full and/or part-time).* have hired the sub-contractors ! 2.❑ I am a sole proprietor or partner- listed on tl;c attached sheet. t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition ' [No workers' comp. insurance 5. ❑ We are a corporation and its !, required.] officers have exercised their ] E] Electrical repairs or additions i• 3.❑ I am a homeowner doing all work right of exemption per MGL I LEJ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13 ❑ Other I( comp. insurance required.] "Any applicant that checks box#1 must also till out the section below showing it workers'compensation policy information: t Homeowners who submifthis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such 1Contractors that check this box must attached an additional shett showing the name of[tie subcontractors and their workers'comp.policy inforrrietion. �t ! I ant an employer that is providing[porkers'compensation insurance for my employees. Below Is the policy and job site 'information. InsiuranceCompanyName: Policy# : Q C 2 . (l A 9/.23 6(o O 9 07 Expiration Date: 5 O � . Job Site Address: (� � City/State/Zip: �106/�i�d /I t /� Attach a copy.of the workers comp tsation 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 forni 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 cFl1rf nder the airs and penalties of peij,u),that the information provided a ove i trn and correct ! signature: Date: G Zv Phone#: d i Official use only. Do not write in this area,to be completed by city or to►pn official. 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 Contact Person: Phone _ ,. PATIENC-09 BUKR ACORD. CERTIFICATE OF LIABILITY INSURANCE ALD-T E(MMIDD/7 M PRODUCER /3/200 (216)622-7400 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The James B.Oswald Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1360 East 9th Street,#600 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Cleveland,OH 44114-1730 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Patio Enclosures,Inc. INSURER A:Travelers Prop Cas Co of America 25674 ALL LOCATIONS INSURER B:Charter Oak Fire Ins Co 25615 700 East Highland Road Macedonia,OH 44056 INSURERc:Nat'l Union Fire Ins Co of Pittsburgh PA INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTRNSR OD'L PDOLICY EFFECTIVE POLICY E%PIRATION LIMITS SINSURANCEPOLICY NUMBER GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. A X COMMERCIAL GENERAL LIABILITY G660291 DO360 7/5/2007 7/5/2008 W9G seaRp orence $ 500,00 CLAIMS MADE OCCUR MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 POLICY X PRO ECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,00 B X ANY AUTO GJCAP291 DO359 7/5/2007 7/5/2008 (Ea accidenl) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS , BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO — OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 5,000,00 C �OCCUR ❑CLAIMS MADE BE2963369 7/5/2007 7/5/2008 AGGREGATE $ 5,000,00 DEDUCTIBLE X RETENTION $ 10,000 $ WORKERS COMPENSATION AND X TORY LIMITS OT A EMPLOYERS'LIABILITY GC2JUB9123B60907 7/5/2007 7/5/2008 ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000,00 It es,describe under 1,000,00 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS 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 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 I �'•� Board of Buildin Rc."olations and swig lards _• 1 i III L�` HOME IMPROVEMENT CONTRACTOR Registration: 117565 Expiration: 10/19/2008 Type: Supplement Card PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD. cz_ TAUNTON, MA 02780 �tlluinisiralur V. _ B• 1'll III,ISIII I(Iln(;ICCI!111;�Illlis and am art l� Construction Supervisor License License: CS 76261 Expiration: 11/13/2009 Tr# 8683 Restriction: 00 JAMES MCCORMACK 73 FEARING HILL RD WAREHAM,MA 02756 Commissioner r - - r.::it•y.. _r�:-• ...,_, CONSU TIER - ? - :1Glassacfiusetts;S tateBuildin Code:.(780 CI11RA ' T ):T_g ppendi :Section J11:2:31 The Massachusetts State Building Code (730 CiVLR) 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 exemption option for "sunroom" additions to an existing house (730 CMR, Appendix J, Section J I.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 buildinss may create comfort and enerw consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"surrooms", 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 "SUNROOiyIS" • Solar Orientation and Natural Shading • Type of Glazing • 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 • Applied Shading Systems • Insulation level in floors, walls, and ceilings • Possible Sunrootn 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..1.2.3.1, requires that the actual property owner (not the owner's agent or representative) acknowledge receipt of this CONSUMER INFORMATION FORM 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 VVtA Print Name Address of Permitted Project Owner Address (if different than project location) Owner's telephone number r �04THE t�J• To`' n of Barnstable Regulatory Services SA"ST I'E'$ Thomas F. Geiler,Director i63g. ti� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barn sta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This'Section If Using A Builder as Owner of the subject property hereby authorize X fcA�J C_ ✓/ram)O r'o to act on my behalf, in all matters relative to work authorized by this building permit application for: (Addre s of Job) Signature of Owner Date Print Name i If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable y��op�He rye Regulato"ry Services • Thomas F. Geiler,Director swxtvsTwa " Building Division OPTED j1A�A Tom Perry,Building Conunissioner . 200 Main Street; Hyannis, MA 02601 Rvww.town.b arnsta bl e.ma.us office: S08-862-4038 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 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 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 that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with'said procedures and requirements. 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 homeowner perfomring work for which a building permit is required shall be exempt from the provisions of this section(Section i om'.I-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption aic 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 thc unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. t 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 hdshe understands the responsibilities of a Supervisor. On the lastpagc of this issue is a form currently used by several towns. You may care t amend and adopt such a fomi/ccrtification for use in your community. Town of Barnstable *Permit Expires 6 mo jr om issue d le Regulatory Services Fee swxrasresr e _ Thomas F.Geiler,Director PERMIT Building Division Tom Perry,CBO, Building Commissioner MAR 3 1 2008 200 Main Street,Hyannis,MA 02601 TOWN OF SARNSTABLE www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number �?V V Property Address Ct `J Residential Value of Work Re V D bO Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address PC.1_. G✓ary Contractor's Name cj(tq�Nwrq 1dPnr,-r.,P_ Telephone Number Home Improvement Contractor License#(if applicable) kman's Compensation Insurance Check one: ❑ I am a sole proprietor j ❑ I am the Homeowner EI- ave Worker's Compensation InsurancJe Insurance Company Name /7 000-//c. L hCt(+\ex .1 fro oc G (t ,rj) v me Workman's Comp.Policy# (&/C-VO Q 7 7/,S d 0 Copy of Insurance Compliance.Certificate must be on file. Permit Request(check box) LL Re-roof(stripping old shingles) All construction debris will be taken to 17� ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U.-Value (maximum.35) *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. v SIGNATURE: QAWPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 I I i' ` I • !',art { I � � l r I .k 3 r7. � • - '.^91te Ruildin67�ions and Standards , j Board of CONT�'CTOR ' HOME IMPROVEMENT I Registret+on,, 150220 Tr# 264271 k 4 l ` Expiration 1,1512010 3 ' � . G�� Type DB, lug j JEREMIAH JEREMIAH GAGNON — 1 w - Administrator y 61 GUNWALEV'JAY�.,, ; . YARMOUTHPORT,h1A 02675 24 .. 3 ,t , Milo 1 Licen se or registration valid for individul use only before the ete. if foun return to' xpiration and Standards Board of Building 1; One Ashburton Place Rm 1301 ; Boston,Ma.02108 nature Not valid thou sig . i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information y Please Print Legibly Name(Business/Organizatiorandividual): GC��I)o() N Q GYI;1 i C�II�C Address: (Q 1 6U� G 2 wcki City/State/Zip: �C�(I>?y:Ol M -, Alta OdWSrPhone.#: S " o q' ols 7 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I e yees(full and/or part-time).* have hired the sub-contractors' 6. ❑New construction 2: 'sole proprietor or.partner- listed on the'attached sheet. 7...❑Remodeling ship and have no employees These sub-contractors have 8. '[]'Demolition workingfor me in an capacity. employees and have workers' Y P tS'• 9. ❑Building addition [No workers'-comp.-insurance comp. insurance.t required.] 5. ❑ We area corporation and its '1011 Electrical repairs or additions 3.0. 1 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. oof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 1311 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 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. n — --7' Insurance Company Name: an f7.0 C),�rle �ys7Sur&tlCR_ 6-n'I),Oon&l Policy#or Self-ins. Lic. #: 0C yoo?`71 SO O Expiration Date: Job Site Address: 6.5.8 WbkeA Kd MGtr&h)S AAS City/State/Zip: 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 statemerit may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the p 'ns and penalties of perjury that the information provided above-is true and correct. Sign re: 4Date: Phone#: Official use.only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other- Contact Person: Phone#: { _ l Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation'for their.employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged ina joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not.more than three apartments and who resides therein,or the occupant of the dwelling house.of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insura*ice requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit.completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),addresses)and.phone number(s)along with their certifrcate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability.Partnerships(LLP)with no employees other than the members or partners,are not required to-carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are.required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be' used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit in, current policy information(if necessary)and under"Job Site Address" the applicant should write"all-locations in__(city or town),".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.),said person,is NOT required to complete this affidavit. .The Office of Investigations would like to.thank you in advance'for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 �. Revised 11-22-06 wwwmass.gov/dia i r 'f Town of Barnstable anMrrsTneM 0:19.� ' � Regulatory Services Argo MAC° Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: ,508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Ken (A J 54e-r &--n , as Owner of the subject property behalf, hereby authorize 'I Q P—M) —G—nn0 Gl to act on my in all matters relative to work authorized by this building permit application for. Gig !,Jake rs ens t �1i ils �/� (Addr6ss ofJob)' 310 Signature of Owner NJ Date Al lrU,�� Print Name Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 Town of Barnstable Regulatory Services • t3nxntszeat.e, « ' Thomas F.Geller,Director Building Division rEc -Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 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 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 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 that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. 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 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:\WPFILES\FORMS\homeexempt.DOC �i"i�F.'1. j� '�a `�.i,''i..'S`^f��i�9t+i�{vF.r�'�.`'�e�v....:x;r31...�..:r:�""""T:`�. '`f'i�""d•��'''tk'.lF•`'r.1i,�' . '-'rFt• .....<.J.r.�,'�'H'tial"G:1.. r.Pwn -Ri r' Town of Barnstable �`OFtNE f0�� O„ BARNSTAB!.E. _ Regulatory,Services; MASS. a1, Fo .e�. Building Division 200 Main.Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790=6230 Inspection.Correction Notice •��,�° Type of Inspection i Location cY Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: SaL LbG A-- A-) - Ir, RC— LOL.k— W rK3G11 -Ts TS LL �2 . � C-c.15� s -r;t> -A-rtrcC—' !" «S-r E tog r1) o aw e r S 7f'1 G? C, � 'ro S i 6,E 1'6-AN-00/0 — ILI Please call: 508-86`2-44L3.&'for re-inspection. Inspected by Date TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION. Ma Parcel �� 'f p �y Q Application# Health Division �b �0 Date Issued Conservation Division - Application Fee Tax Collector Permit Feel Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 6 5 q L4, , Village /„/Gr s Orr Owner ti . Ur-�5 4-2' Address es-jam, a i 4 I*Telephone "— � Permit Request �q] 5 00 C,nd i Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total.new 0"3 Zoning District F Flood Plain Groundwater Overlay Project Valuation 0CXi Construction Type Lot Size j. C2 to /cI-e s Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family O' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑ �Yes � On Old King's Highway: ❑Yes l�o Basement Type: LA+ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) J3 Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new d Total Room Count(not including baths):existing O new First Floor Room Count Heat Type and Fuel: ❑Gas it ❑ Electric ❑Other Central Air: ❑Yes L144o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached g Cexi arage: sting ❑new size _P_ V4AIhed: sting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �If yes,site plan review# Current Use c/1�2i-, Proposed Use BUILDER INFORMATION Name Le (w& ,-1! oI Telephone Number !�p 1C// Address �— License# (') "O L/ 8 e/ �- Home Improvement Contractor# f l S�1S- S1 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO m . x s SIGNATURE S L DATE / — l� _a • r FOR OFFICIAL USE ONLY 'APPLICATION# ■, 1 -'DATE ISSUED ` + T MAP/PARCEL N0. r �� " ADDRESS VILLAGE r OWNER 'DATE OF INSPECTION: m: FOUNDATION Lz74b7;qm,.clt_l _ 1 FRAME IY y INSULATION ' e' ' EFIREPLACE ELECTRICAL: ROUGH FINAL r ' PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. �T►,E r Town of Barnstable Regulatory Services MAS&`' Thomas F.Geiler,Director ►`�� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstab)e.ma.us Office: 508-862-4038 Fa 508-790-6230 PLAN REVIEW Owner: wc-�3S YES Map/Parcel: 6 Z 0 2— Project Address e�Jr8 WgkC-8y Pb Builder: i` I'a /iil/LL The following items were noted on reviewing: --t L.t N G S., //tl awpv SI°,19-d�1 S K�tG 4016c E bn%. f?r a} OWL �+c._ iv- Reviewed by: Date: Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Aijcidents Office ofInvestYgations 600 Washington Street Boston,M4 02111 , wwly.mass.gov/dia Workers" Compensation Tnsurance.Affidavit;.Builders/Contr.actors/EIectricians/Plumbers Applicant Information Please Print Ltgjbly Name (Business/Organization/Individual):. t/l Address: / �OL /C„S _,efl z ky a-c✓A f`zgc . City/State/Zip: Phone.#: G &"' roc/ A�A�am employer? Check the appropriate box: -Typ e oject(required):. 1. employer with 4. ❑ I am a general contractor and I 6. construction . employees full and/or art-time .* have hired the sa'b-contractors � P ) • 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees `These sub-contractors have 8. ❑Demolition workin for me in an capacity. employees and have workers' g Y P tY t. 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g P rnysel£ [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance aequired-]t c. 152, §1(4), and we have no employees. [No workers' .•13.❑Other comp.insurance required] *Any applicant mat 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. tContractors mat check this box must attached an additional sheet showing the name of the sub-contractors and state whether or notthose entities have employees. If the sub-contractors have employees,they must pravidb their workers'comp.policy number. , ram an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. / f (ob nsurance Company Name: �� -'Y' 2/ �/y 1 fi Cr olicy#or Self-ins,Lic.#: �C��/g 3 3 01 7 7 r� 1-7 ExpirationDater Site Address: Ce x<� t,,C�k.,_ 6 Y-d. City/State/Zip: /�/c�r-S�,js /'";AS 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 MGM c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Xdo hereby certify under thepains•an enaldes ofperjury that the informationprovided above is true and correct. Simature: 4 � Date: Oe Phone #: Official use only. Do not write in this area,Yb be completed by city or town ofj77ciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.PIumbing Inspector 6. Other Contact Person: Phone#: i �oFTHE, Town of Barnstable r r Regulatory Services BARNSUBr F,$ Thomas F. Geiler,Director 1639. o .ta�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403.8 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: v`G1/ Estimated Cost IyIeGcI Address'of Work: t q C,/C' Owner's Name: -e i w Y b 5 f-mY Date of Application: /U— /C( - G`J I hereby certify that: Registration is not required for the following reason(s): FlWork 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. OR Date Owner's Name Qbnns:homeaffidav DATE(MMIDDIYYYY) ACO_RDM CERTIFICATE OF LIABILITY INSURANCE 10/18/2008 PRODUCER (508)997-6061 1 FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICA rE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79398 N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED Shawn Gil foy INSURERA: Arbella Protection Insurance 123 Davi svil l e Road INSURER B: Merchants Ins East Falmouth, MA 02536 INSURERc: Liberty Mutual INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOWHAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICYPERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANYCONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOW)MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY 8500015069 09/29/2007 09/29/2008 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ S,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO JECT LOC AUTOMOBILE LIABILITY 7AM0277013768 01/12/2007 01/12/2008 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) 250,000 HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) 500,000 PROPERTY DAMAGE $ (Per accident) 250,000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $E OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F]CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- X ER ANY PROPRIETOR/PARTNER/EXECUTIVE OTH- EMPLOYERILITY WC231S363277-017 08/21/2007 08/21/2008 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 5009000 It yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ S00,000 OTHER DESCRIPTION OF OPER91ONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Town of Barnstable 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Building Dept BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Scott Lowe ACORD 25(2001/08) FAX: (508)790-6230 ©ACORD CORPORATION 1988 jHE OtIH Town of Barnstable, Regulatory Services s,�wsresr.E, asnss $ Thomas F. Geiler,Director �'�°lfD •�°,� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,NIA 02601 wvr w.town.barnstable.maxs Officc: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section Tf Using A Builder 7, 4 e n tv r 6 ,5 as Owner of the subject property hereby authorize �.�,, n �;�� to act on my behalf, in all matters relative to,work authorized by this building permit application for: . (Address of Job) ' r L41 S nature of Owner ate Print Name QTORMs:owrrEMERMIsslorr r Board of Building Regulations �. One e Ashburton Place, Rm 1301 —� Boston, Ma 02108-1618 Birthdate: 09/12/1960 License: CONSTRUCTION SUPERVISOR LICENSE Restricted te:To: 00 Number: CS 050489 Expires: 09112/20-0.8�, SHAWN, D GILFOY 123 DAVISVILLE RD E FALMOUTH, MA 02536 Tr. no: 2910.0 Keep top for receipt and change of address notification. C)PS.CA, C� 50pJ-05106-PC8490 Board of Building Regula ions and Standards - One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 126858 Type: DBA Expiration: _7_/301-2008� SHAWN GILFOY CONSTRUCTION __... .._ — SHAWN GILFOY - -- 123 DAVISVILLE RD FALMOUTH, MA 02536 — Update Address and return card. Mark reason for change. Address ....I Renewal _ Employment ! Lost Card BOARD pp BuJt.DJ License pNSTRUCTI REG(J` ..__ .y IVwnb er CS ONSUPERVISpRS . Birthaer -_N 050489. mR-O91`2/q 960 ExRJr ; 09%1ti2008 SH Restrf'5 _, !`I Tr,no. 0 A W + . cted: ,.... 29 123 E FqLM pVTN AMA f)02 36 �' - Comm►ssione�" .' ./ A.M. 028 PAR. 001 A.M. 028 '6. PAR. 104 N FOUNDATION LOT 1 A.M. 028 PAR. 102 AREA=1.06 ACRES oti� UPOLE Off' i� AFL\ �----• � i uPou= 30.9' F ` 124.0' A.M. 028 ' PAR. 103 O Z �l I li PREPARED FOR: KENNETH A. WEBSTER FOUNDATION ' (AS,-.BUILT) CERTIFICATION #658 WAKEBY ROAD, MARSTONS-MILLS, MA. 11/21/07 J# 1121 FC SCALE: 1"= 50' PLAN REF: 277 66 DEED: 1964 230 ��of F,Wss ASSESSORS MAP 028, PARCEL 102 �� 9Pti MacDougall Surveying ZONING: "RF" FLOOD ZONE: "C o� EDWARD Gs 8c Associates 1 CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN STONE P.O. BOX 2428 EXISTS ON � E GROU SHOWN �N zs9ao Mashpee, Mo. 02649 r/-y7 F Fss� is 'sJ ph. (508)419-1086 07��?41,411-Z U ^A AN fax. (508)419-1087 / email: macdougallsurvey PROFESSIONAL LAND SURVEYOR DATE @comcast.net i Complaint Number: 1G92 Taken bv: UJLQJN_G SE R ICES Date: 3 15 2 000 Map/parcel: D 3� 7 Referred to; U_LL 5js :G SUBJECT OF COMPLAINT Business/Occupant Name: [WE,BSTER Number ,r j 658 Street: IWAKE BY RD.�_ , ~1 Villave: _ S�O_NS_M.LLL COMPLAINT INFORMATION Complainant's Name: NEIGHBOR Address: Telephone Number: Complaint Description: 3 UN-REG CARS-----2 TRUCKS--I CADDY THAT IS PUSHED BACK IN WOODS. Actions Taken/Results: REFER TO B.P.D. Date Closed: -� WE R . The Town of Barnstable ,�, • anaivsrnsr.e. - 1659. M� Department of Health Safety and Environmental Services ArFON10'�p Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLEASE FORWARD THE FOLLOWING TO: TO: ATTN: FAX #: FROM: DATE: Pages (excluding cover) Message: _ q:forms:facsimile i TOWN OF BARNSTABLE Permit No. -------__----- 1 »n.0 Building Inspector Cash .3TA �!' ------------------ �OA,039. P 'rO V0�� OCCUPANCY PERMIT Bond ----__ ------- No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." • , C/o i--l.Ll:61.i Issued to e'meth o-eb5-te' Address nsA1 T� l lA Tane., ,658 pp lor Wiring Inspector Inspection date t% Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date 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. ...................................................... 19»» _ ......................................................................................................»..».».» Building Inspector C !- % - 7k Assessor's map and lot number _ ........... ................ 0/ P Z 1s T 4 THE Sewage Permit number .....................1../✓.............................. SEPTIC SYSTEM MUST B INSTALLED IN COMPLIAN INST I HaeasTLHLE, i � rya House number ...... ..............8'............... WITH A^TICLE II STATE �o i639. SANITARY CODE AND TOWN TOWN OF BARN9TIIBtiLE, BUILDING IRSPECTOR APPLICATION FOR PERMIT TO ................................?. :...................................................................................... U�� 1 _ TYPEOF CONSTRUCTION ..................................................................................................................................... ..... ....................................... TO THE INSPECTOR OF BUILDINGS:- The undersigned hereby applies for a permit accordi g to :the following information: Af Location ..............................................................r......................................................................................................................... ProposedUse �.�5I . 1 y�.............. ............................................................................................................................................................. Zoning District .........� .^...°`...............................................Fire District ...�. .v............................................................ Name of Owner ...'.!.�.�V►V�Y.r YF-..... .r> 5.. ......Address �!.......... . .�..I..�111..p'�� .. ...�.�.-.. .. ..... ..... Name of Builder ....................................................................Address ...........................................................I............. ,�p Nameof Architect ..................................................................Address ............................(�....................................................... Number of Rooms �....................................................Foundation �6� .. 1J e�{.-° � r� ...... .. .............................................................................. Exterior i I r � � �l � d...................................................................................Roofing .................................................................................... Floors �L ...........Interior ....�q.Z'�7( C6 e` ....................... .............................................. r- �', ,1 t V" ��" 1 Heating ............................................................................... :.Plumbing .................................................................................. Fireplace ........ . .......................................................Approximate Cost ....... ./.................................................... Definitive Plan Approved by Planning Board -----------_______-----------19 . Area ....................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH ,J d D� �0 (1Lor) I 1� nN I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ........ . ....... ................................................... S,WfI YZ�i I _ � � Webster, Kenneth No --�......- Permit for ---.................�--.. single family dwell � --------------------------. ' ~ 658 Boad � Location ------_--��----------.. � ^ Marotono Mills ^-�------------------------. � ' Kauumtb Webster Owner -_----____------------ Type of Construction ------frame -------- | --------------------------' `- Plot ............................ Lot ......... � ` Dmcember-28 78 �-^ Permit Granted --. -.. . - .lV .' Date of Inspection .../ / �/ ' - � ` 77--- Completed_ -- . � ' ! ' PERMIT REFUSED l�' -----^--^------------- ^ , --------.-------------..---.. . ...................................... ....................................... .. . . / ~--'-------'-~~'--'--^..'---'r~'` . � � ---------^-'^----'-~^-------'' ` . � ` Approved ................................................. lQ ' ' ' � ) 0 --'^----'--------^-^--------^ ' `----------------~-.--......-.. � ` .- � | Assessor's map and lot number .. ........ ...... 4� �' of "E ro c ) Sewage Permit number ......::: ..:.....E.................................. d� °+► Z BARNSTABLE, 1 Housenumber .......w......... ....... .......................................... moo ,"639 0� �Fp YPY Or\ TOWN OF BARNSTABLE BUILDING INSPECTOR �J' - S17 kG APPLICATIONFOR PERMIT TO .......... ..................... ..................................................................................... TYPE OF CONSTRUCTION ............H.u.'Ao ......... . .:.� : : .:.::..........................:............................................ l �J�, i cA(� ................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location p J� ti Go J ✓Y G dti r .................. ......... ......... ......... ......... ......... ......... ......... ......... ......... ....................................... ProposedUse .............................................. ..........................................................................................................:...... a /j ........... . ' ............................Fire District ...�.....v Zoning District �.............................. ............................................................ Nameof Owner .. ...............................................`....... .........Address ..C.........q..................... .... ........ ...... .............I... Nameof Builder ............................... ....Address ........ ........................ .. ......... ........ ......... ........ .,................... .:: :: ..... ...Address ....................................................................................Name of Architect ............:....:�-.i:. Number of Rooms .�... � � �. ..........................Foundation�..!....�..��.G .. ........� .. ... .. .Roofing Exterior ..... ......... ........ ......... ................. .. ............... Floors ...........'..:.. ...............................................................Interior .... ...........A..... ............,.............................................. - Heating ........!......................................................................Plumbing .................................................................................. Fireplace . .............................................................Approximate Cost ......................................................... r Definitive Plan Approved by Planning Board -----------_______-----------19_______ . Area ......!.ry.. ........ ................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... ." .............................. ................. Webster, Kennq,,th A=28-1'02 No ....20932.. Permit for ..... ........... single fam .y.....4Wqjj.jing.................... .......... .... Lacation ................UA.Aq� Oy..Roa.d............... .............................. .................. Owner .................Kennet ............... ............. 1/nn�t Kennet . Type of Construction ... ...... rwe.................... ....................................... ........................................ L t Plot ... .. ................... Lot ............#2................ Permit Granted Re emb.e....28...........19 78 Date of Inspectio ...... ...... ...................... Date Completed .. .......... ........................10 PERMIT REFUSED .... 19 ................................... ........................ ................................. ....................... ........... .. .. . . .. .. . . ...... ..................... .... ...... .......................... ......... ... ................................. ........ A.............. Approved ............... .............. 19 ............................................................................... .......................................................................... 1 00 74 Za- 00 00 �7Su I� Z�f2'Cf _ '�Jl_8,_�e ��gr.�lt �� !' Off• �uh!d0/r!_ Olf�..� �O�?i/J�-�aJ�_' , � 1 _-� l�n� [l/i�l�I� _�19 �•E'-Y� r �/�f! _ " i ! J thG .fV. ! ail :► �h: � I �� r �- I • .I "10 � MANUFACI'IMEUS OF PATIO& PORCH ENCLOSURES!SOLARIUMS - GREENHOUSESENCSURES, INC. CUSTOM BLINDS&SHADES, FINE CASUAL FURNITURE] ` An Employee Owned Company" 720 EAST HIGHLAND ROAD'!. ' MACEDONIA,OHIO 440561 PHONE:(330)468-070011 FAX:(330)46742971 II ! Certification of 1'G;1 Roof System II . The following 18 pages, revised December 23, 2003, contain allowable span data for the Patio �I Enclosures "Super Foam" sunmom rcu►fsystem. The charts are specific to Patio Enclosures i, products, and cannot he used to determine the allowable span of any other roof system. Parameters: • The charts address the 3", 4-5/8" and 6" thick I'EI "Super Foam" roof system for shed and gable roof sunrooms. • Two cases are presented for each roof thickness: A. "Super loam" roof systems without glass roof panels. B. "Super Foam" roof systems with one glass roof panel in every other panel. • A licensed 1'rofessional Engineer (1'.1:.) registered in the jurisdiction where the project will be r. installed has certified the inlormation contained within these charts. • Applied loads are determined for three snow load cases, per ASCE 7-02: 1. Ground snrnv only II. (;round snow -+-ch'iliing snow 111. Ground snow + sliding snow • Wind loads calculated per ASCI: 7-02, Exposure • "Total roofdeflection limited to I.1120 per IBC & I1t.0 2003. • Use of the charts is restricted by the limitations listed in the general notes on each sheet. 1 hereby certify the following: am in responsible charge concerning the information contained herein. li 2. The inlormation contained herein is true and correct, to the hest of my knowledge and ability. 11 3. 1 am qualified to prepare the information contained herein, based on my education and � experience. 4. 1 am an actively registered prolessional engineer in the state(s) having jurisdiction over the �I application of the information contained herein, to which I affix my seal. Name: Karl A. Rinas Date: December 23, 2003 ��ytNOF Iu►Rt.A. r. , RINAS C L tri°,�a. 7 ZONAL 4-5/8" Shed Roof :J� M is ,� y. ; Al 1:10M ENCLOSURES, INC. Span Charts r' 720 East Highland Road Macedonia,Ohlo 44056 www.palloenclosuresinc.com ! Case I -- Ground Snow Load or Wind Load General Notes • This chart Is In accordance with Inslallalion piocedures established by Patio Enclosures, Inc. and Is for general reference. See Individual Job subrnillal for specific job \� .`.`; conditions. \� • 50 year mean recurrence Interval used for both roof and ; snow loads based on ASIDE 7 and IRC. • Importance Factor of 1.0 assumed. •� • L/120 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 4 J •� beams. 1 • Where Glass Roof Panels (GRPs) are specified, use of this chart Is limited to one GRP In every other panel. The maximum spacing of the GRP from the header or hanger �•h� / I ';i Is 2 feet. 9 Il • 12-Inch maximum roof overhang on bearing wall. 6-Inch (,°5 N ovewwxi :l`x maximum roof overhand on non-hearing wall. le • %:12 minimum roof slope. Select lesser of allowable spans for both snow and wind as shown below Snow Load Roof Span Chart Wind Load Roof Span Chart Ground now Allowable Panel Span Wind( lk)ed S Allowable Panel Span ! i Load(psf) ! No GRP Willi GRP No GRP With GRP 20 19'—6" 18'—3" 85 20'—0" 20'—0" ` 25 10'-6" 18'-3 90 20'-0" 20'-0" 30 19'-0" 17'-9" 95 20'-0' 20'-0" 0 35 17'-9" 17'-0" 100 20'-0" 19'-3' P. 40 16'-9" 16'-3" 105 19'-6" 18'-6" 45 15'-9' 15'-3" 110 18'-6' 18,-0" 50 15'-0" 14'-3" 115 17'-9' 17'-3" 55 14'—X 13'-6" 120 16'-9" 16'-9" ' 60 13'-9" 12'-9" 125 16'-0" 16'-0" 65 13'-3' 12'-3" 130 15'-3" 15'-3" 70 12'—9" 11'—9" 135 14'—9" 14'—3" 75 12'-3' 11'-3" 140 14'-0' 13'-6' 80 12'—0' 11'—0" Wind Assumelons 85 11'—6" 10'—6" Exposure"B', 3-second Gust used per ASCE 7& Snow Assumptions IRC 2003. • Case I applicable to basic snow load only. • Mean roof helght less Man 30 feet. For other conditions,see Case II or III. • Maximum permissible roof slope for use of this shed wind chart Is 2:12. For slopes higher than 2:12,refer to gable roof wind chaiI. Rev. 11/10/2003 ©2003 Patio Enclosures, Inc. All rights reserved. �2 �1, �'ag, /�� . I � s �as� n 1��'1 �1 � � � �� I E X 1 5 f I U 6 4 5/8" ALUM. CLAO FOAM e00F // // A EX15fIU6 EX15fIU6 / EXISflU6 OECk 11' B—WALL ELEVATION 3" ALUM. CLAD FOAM WIU6 PAUEL EX15fIU6 feMPEeEO 6LA55 UUIf6 tEMPE2E0 6LA66 UUlfS W/SCeEEUS W/5C2EE0 3" ALUM. CLAD 104" FOAM ICUEEWALL 12' 12' A—WALL ELEVATION - G—WALL ELEVATION 6HEEf I OF I DRAWN UotES THIS DRAWING IS THE PROPERTY OF PATIO' 0.5. Pdt�� k. E 8. WE65fEe 1. ALLVIEW BOOM - WHIfe W COLOe 658 WAKEBY W. 2. UO HEAL oe PLUM610 BY P.E.I. ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE ENCLOSURE!S, NC. ® 00f0U MILLS, MA. 02648 3. 6UffEe6 fO 6eA0E DUPLICATION OF THIS DRAWING IN ANY FORM IS 6/11/09 NOT PERMITTED WITHOUT THE EXPRESSED 500 MYLES STANDISH BLVD. SCALE TAUNTON, MA { WRITTEN- CONSENT OF PATIO ENCLOSURES, INC. 1/4"=I'-0" 508/822-1966 JOB NO. 36656 ENGINEERING SPECIFICATIONS A. APPLICABLE CODES: MATERIAL SPECIFICATIONS: Al. PATIO ENCLOSURES, INC. PRODUCTS PROPOSED FOR THIS INSTALLATION D. ALUMINUM: SHALL CONFORM TO THE 2006 INTERNATIONAL RESIDENTIAL CODE. 01. ALUMINUM COMPONENTS USED IN P.E.I. SUNROOMS ARE DESIGNED PER THE �lis ' ALUMINUM ASSOCIATION'S - ALUMINUM DESIGN MANUAL 2000. �Js f<.• B. JOB SPECIFIC LOADS USED: D2. ALUMINUM DESIGNATED AS 6005-T5, 6063-T5, 6063-T6, 6105-T5 ALLOY AND TEMPER ' 81. BUILDING CODE REQUIREMENTS FOR WIND AND SNOW LOADING CAN REDUCE MAXIMUM DIMENSIONS OF SHALL MEET THE ALUMINUM ASSOCIATION'S STANDARDS. d m ,o DOOR AND WINDOW UNITS, INCREASE THE NUMBER AND/OR SIZE OF FASTENERS, AND AFFECT OVERALL ENCLOSURE DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. E. GLASS: Y Y ¢ a '10 82. ENCLOSED DECKS USE 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD. E1. P.E.I. GLAZING MATERIALS MEET THE REQUIREMENTS OF 83. OPEN DECKS USE 40 PSF LIVE LOAD OR GROUND SNOW LOAD, WHICHEVER IS GREATER. CPSC STANDARD 16 CFR PART 1201 FOR TYPE 2 GLASS. yLp Q 84. DECKS SUPPORTING HOT TUBS ARE DESIGNED WITH 100 PSF COMBINED LIVE AND DEAD LOAD. E2, TEMPERED GLASS OR ANNEALED LAMINATED GLASS USED IN ALL LOCATIONS REQUIRED BY CODE. 85. MINIMUM ACCEPTABLE SOIL BEARING PRESSURE FOR PIERS AND FOR CONTINUOUS PERIMETER FOOTINGS, E3. ALL WINDOWS, DOORS, AND GLASS WING PANELS SHALL BE TEMPERED OR TEMPERED INSULATED SUBJECT TO LOCAL BUILDING DEPARTMENT REQUIREMENTS. GLASS. ROOF PANELS ARE TEMPERED INSULATED GLASS OR ANNEALED INSULATED LAMINATED 86. MINIMUM REQUIRED DEPTH OF FOOTINGS AS DIRECTED BY LOCAL ODE PROVISIONS. GLASS IF HEIGHT ABOVE GRADE EQUALS 12 FT. OR MORE. \ 87. WALL DEAD LOAD: ■20 PLF FOR (AVR/AAS/AVS), ■42 PLF FOR CA5/AVIG CAS/CV7), ■35 PLF FOR SOLARIUMS. B8. DEFLECTION LIMITS: FOR FOAM ROOF=L/120; FOR WALLS=L/120; FOR DECKS=L/360; FOR F. STEEL' SOLARIUM=L/180; FOR DOOR & WINDOW HEADERS=L/180 OR MAX 3/8"; FOR ALL OTHER STRUCTURAL c o �i`WQ F1. SQUARE OR RECTANGULAR STEEL TUBING MEETS ASTM A500-GRADE 'B' SPECIFICATIONS. MEMBERS=L/240. F2. HOT ROLLED SHAPES MEET ASTM A36 STEEL REQUIREMENTS. o<i W F3. ALL STEEL REINFORCING AND STRUCTURAL MEMBERS SHALL BE GALVANIZED. W z o. > C. GENERAL SPECIFICATIONS: Z .. 0~ Cl. PEI PERSONNEL, OR LOCAL BUILDING INSPECTOR. OR BOTH, SHALL INSPECT THE JOB. SITE & REPORT ANY G. TRE"TED WOOD FOR NEW OR MODIFIED-EXISTING CONSTRUCTION: m z Q ui aoa V) DISCREPANCIES TO THE ENGINEER STAMPING THIS DRAWING PRIOR TO START OF CONSTRUCTION TO INSURE G1. VERIFY ALL EXISTING WOOD FRAMING MEMBERS ARE IN GOOD CONDITION F a 2 a0� ADEQUACY OF EXISTING SITE CONDITIONS, INCLUDING EXISTING STUCTURE(S) TO BE ATTACHED TO AS SHOWN AND ARE SUITABLE FOR INTENDED USE. a o G2. ALL LUMBER USED FOR ABOVE GROUND DECK CONSTRUCTION SHALL BE EPA APPROVED o e 'U" N a a IN THE PLANS HEREIN. PRESERVATIVE TREATED S.Y.P. GRADE #2, OR BETTER AND SHALL BE DESIGNATED C2. REGISTERED PROFESSIONAL STAMPING THESE PLANS HAS NOT PERSONALLY INSPECTED THE JOB SITE. AS "ABOVE GROUND". OR "GROUND CONTACT". o tn C3. RECOMMENDATIONS ARE BASED ON THE INFORMATION PROVIDED TO THE ENGINEER, AND ARE VALID G3. ALL LUMBER IN DIRECT CONTACT WITH THE GROUND SHALL BE EPA APPROVED PRESERVATIVE ® �; a o ONLY IF THE SITE CONDITIONS AND PROJECT SCOPE ARE CONFIRMED TO BE AS SHOWN HEREIN. TREATED S.Y.P. GRADE #2 (OR BETTER) AND SHALL BE DESIGNATED AS "GROUND CONTACT". c� p w C4. ENGINEER'S STAMP DOES NOT IMPLY APPROVAL OF CONSTRUCTION PRACTICES OR PROCEDURES, G4. DECK. CONNECTORS MUST BE MIN. G185 (1.85 OZ/S.F.) HOT-DIPPED GALV. PER ASTM A123, z AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. w z g AND DOES NOT IMPLY SUITABILITY FOR SPECIFIC PROJECTS. G5. STAINLESS STEEL AND GALV. COMPONENTS SHALL NOT COME INTO ®� 3 =zo j C5. REGISTERED PROFESSIONAL STAMPING THIS DRAWING CANNOT BE RESPONSIBLE FOR SOIL BEARING ANALYSIS DIRECT PROLONGED CONTACT WITH EACH OTHER. ■�N p OR ANALYSIS OF EXISTING STRUCTURES, OR PROPOSED WORK PERFORMED OR COORDINATED BY OWNER. G6. FASTENERS USED WITH HOT-DIPPED GALV. DECK CONNECTORS MUST BE HOT-DIPPED GALV. $�o w =z C6. 50 YEAR MEAN RECURRENCE INTERVAL ASSUMED FOR BOTH GROUND SNOW LOAD AND BASIC WIND LOAD. PER ASTM A153. �� G7. ALL LUMBER AND PLYWOOD TO BE LABELED. PLYWOOD LOCATED LESS THAN 18-INCHES ? �''cl C7. NO LARGE BODY OF WATER WITHIN 1/4 MILE ASSUMED. FROM THE GROUND SHALL BE E.P.A. APPROVED PRESERVATIVE TREATED. °' 0 C8. PEI PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED IN ACCORDANCE G8. WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER IN CONTACT WITH ALUMINUM, FIRST w ISOLATE WOOD FROM ALUMINUM WITH EITHER OF THE FOLLOWING: 15 LB. ROOF FELT, OR W.R. z WITH CURRENT PEI ENGINEERING DATA APPLICABLE TO THIS JOB. a GRACE "VYCOR" DECK PROTECTOR PRIOR TO INSTALLATION OF ALUMINUM. ALL FASTENERS IN C9 ALL NON-STRUCTURAL ASPECTS OF DESIGN ARE SUBJECT TO DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER a W LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL. ASTM A153, OR OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED TO W a W C10. ALL CONNECTIONS TO EXISTING STRUCTURE SHALL BE SECURE OR ADDITIONAL FASTENERS SHALL BE ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. =f5 Oy =O y N USED AS NECESSARY TO PROVIDE ADEQUATE ANCHORAGE. PARTICULAR ATTENTION MUST BE GIVEN H. NON--TREATED WOOD: r-- tjUm W� TO ENSURE A PROPER LOAD PATH FROM THE SUNROOM TO THE EXISTING HOUSE FRAMING AND TO Z H1. DIMENSIONAL LUMBER AND NON-TREATED 4x4, 4x6 & 6x6 POSTS SHALL BE MIN. S.P.F. THE SUNROOM FOUNDATION. #2 GRADE OR BETTER.C11. ALL WOOD MEMBER CONNECTIONS SHALL BE RIGID ANO SECURE; OR SIMPSON STRONG-TIE OR EQUIVALENT H2. ALL LUMBER SHALL BE GRADE STAMPED, AND ALL PLYWOOD AND W��a ��W��+' WHERE APPLICABLE, AND ARE SUBJECT TO LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL WOOD STRUCTURAL PANELS SHALL BE AGENCY RATED. �'"3 C12. THE PROPOSED STRUCTURE, AND STRUCTURAL ATTACHMENT, COMPRISE THE COMPLETE SCOPE OF WORK. I. ENGINEERED LUMBER: __¢ P.E.I. PERSONNEL SHALL FIELD VERIFY SITE CONDITIONS ARE COMPATIBLE WITH FASTENERS SHOWN, OR ,.,= NOTIFY IN WRITING TO THE ENGINEER STAMPING THESE DRAWINGS, THAT THE SITE REQUIRES ALTERNATE Ill. LYL: MIN. MODULUS OF ELASTICITY = 1.9E6 PSI. FASTENERS OR ALTERNATE ATTACHMENT METHODS. THE ENGINEER STAMPING THESE PLANS WILL 12. PSL: MIN. MODULUS OF ELASTICITY = 2.OE6 PSI. cl PROVIDE REVISED DRAWINGS PRIOR TO THE START OF ANY WORK. �"�^ r _ J. CONCRETE: NS�CIS ��rS=-W C13. SOIL CONDITIONS AND FOUNDATIONS ARE NOT INCLUDED AND ARE OUTSIDE THE SCOPE OF STANDARD DETAILS.J1. NEW CONCRETE TO BE MIN. 3000 PSI. i oTEW 5 C14. ERECTION SHALL NOT PROCEED UNTIL ANY AND ALL UNSATISFACTORY CONDITIONS HAVE BEEN J2. EXISTING CONCRETE TO BE FIELD VERIFIED BY P.E.I. PERSONNEL AS BEING IN GOOD CONDITION, j CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER STAMPING THESE PLANS. AND SUITABLE FOR NEW CONSTRUCTION ON EXISTING CONCRETE. _J cn J3. CONCRETE ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 0 Q J K. FASTENERS: K1. ALL FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE HOT-DIPPED-GALVANIZED (H.D.G.) Q j OR STAINLESS STEEL (S.S.), AS SHOWN ON THE PLANS. Z ~ K2. FASTENERS IN CONTACT WITH ALUMINUM MUST BE EITHER EMPIGARD COATED OR 0 LLJ LLJ H.D.G. OR S.S., AS SHOWN ON THE PLANS. Z Q Q K3. HOT DIPPED GALVANIZED: MIN. G185 PER ASTM A123, WHERE APPLICABLE. Q - K4. STAINLESS STEEL FASTENERS SHALL BE OF 300 SERIES STAINLESS ALLOY. cn K5. LAGS INTO DECKS MUST PENETRATE CENTER OF HEADER OR JOIST BOARD, OR PROVIDE SOLID I- LLJ j BLOCKING FOR LAG EMBEDMENT. K6. ALL WEDGE-BOLTS TO HAVE EMPIGARD "TRI-COAT COATING". WEDGE-BOLTS rr" Q MUST BE RUN IN PRE-DRILLED HOLES WITH WEDGE-BOLT DRILL BIT. COVER SHEET SUNROOM ISOMETRIC JS�Z i S • h ¢ co '� v o ¢ z5 � < o Y . PARTS INDEX - A MAXIMUM OF (2) GLASS ROOF PANELS (GRP'S) )WARTS ALSO AVAILABLE FOR 4-5/8" AND 6" ROOF THICKNESS MAY BE LOCATED IN EACH FOAM ROOF PANEL, E��I MAXIMUM AND MINUMUM LOCATIONS AS SHOWN. PICTURE DESCRIPTION DRAWING / PICTURE DESCRIPTION )RAWING i l i w `►Py SO HEADER SUPPORT 1-2079A 6" RIDGE BEAM 1-021 B 'Lo��1.tp III R <Co HD HEADER SUPPORT 1-2089A 6 $ _ N C T 8" RIDGE BEAM 1—ozz9 o a Z W -7 HEADER ARM 1-0214A y w �p}• w ��1• Z cr ch W>O= HEADER BEARING PLATE 1� s ^ 6 LONG GALV. STEEL 8-2111 WALL POST SUPPORT BRACKET 1-2053 �p > o z 0 N o z H IN SUPPORT 1-2080A a GLASS WIDTH 1-0105A 6 III C5 m Z a W O(A z w w H z0 2 § 5. ^ H REINFORCING GALV. STEEL B-2003 d GLASS HEIGHT 1-0104 E�`�� "+� o o N > N a Q HD CORNER POST 1-2078A EC4 ti +/{hcwt� y a SCREEN HEIGHT 1-0106C CORNER POST COVER 1-2081A •c SCREEN WIDTH 1-0107A // SPLICING OF HEADER EXTRUSION ANY 1 � :C't"} 1 HD 2-1/2' ANGLE BRACKET 1-2083 PLACE OTHER THAN OVER A SUPPORT S^•r Z SO HEADER REINFORCEMENT LOCATION REQUIRES P.E.I. ENGINEERING / / U co /-1/2" x 2" x 11 GA. GALV. 8-0089 �� S L 2-1/2" ANGLE BRACKET 8-2108A ❑ RECTANGULAR STEEL TUBE ANALYSIS ram`` / Lj Z QZ HD HEADER REINFORCEMENT // i 1 // Oct: i J O GANGING POST i-2082 0 1-1/2 x 4' x 11 GA. GALV. B-0090 / / 6 8 a RECTANGULAR STEEL TUBE / � // ` Z 0 1.32' ALUM. SQUARE TUBE -2022 O e'..i WALL POST 1-2049 ECB �1eI�-4;1,;��• 1 // `�•.,� �W O W O r--� WALL POST CAP 1-2051 1.5' ALUM. SQUARE TUBE -0201 1 fC •::_;i>>;<i,.,:;:<<n; t: // A // EC9 -•., N 2' GLAZING BAR 1-0501 5 Prr1 MASTER FRAME HEAD 1-0101C AV UTILITY POST 1-2o9z <<UST 2E t+.W MASTER FRAME SILL 1-01028 _ 2-1/2" X 2-1/2" x 3/16'❑ _0091 f0 STEEL TUBE / / 1. u W a o W MASTER FRAME SIDE 1-01038 •e a �- i W �l WALL POST REINFORCEMENT, / 1 / ' O d W 0 F Uucm 1-CITE MALE 1-2086 1 I GALV. STEEL g-2004 0 .�' . : •. , d _ ,W„<N W w x B SASH STILE REINFORCEMENT, _0026 1 ,� oc O N N N Z GALVANIZED STEEL =3 ca o W�Z Z W< 1-u TE FEMALE 1 2087A i O r� z= I= a= 0 mr'I 3' GRP MALE FRAME * 1-0114 •' T L1 WALL EXPANDER 1-0203 •e•, 5 _ W W �J 3' GRP FEMALE FRAME * 1-0115 DECK FOUNDATION SUPPORTED,WITH POSTS ON 0 u FLOOR EXPANDER 1-2056 ` 1/2' x 5/8' ANGLE 1-0121 CONCRETE PIERS SHALL HAVE FOOTINGS w z z x= it_it M-+ (SIZED AS REQUIRED PER LOCAL ca o z _ L1 1-3/4' FLOOR EXPANDER 1-2057C TYPICAL PERIMETER CONCRETE TRENCH FOOTING W c c C.W o z HANGER TAB 1-0209 SOIL LOAD BEARING CAPACITY; MIN. 12" WIDTH x DEPTH PER LOCAL O u C._ LJ PANEL CAP 1-2035 RIDGE POST TIE 8-0115 MIN. 3000 PSI CONCRETE) CODE, TYPICAL (MIN. 3000 PSI CONCRETE) o J DOWN STRAP, 6' o x o o FLARED AT BOTTOM WHEN REQUIRED U o~9 o=W a F�7 AACA WING HORIZONTAL 1-2073 ALUM. RIDGE POST BRACKET 8-2002 0 1-BEAM STEEL STIFFENER g_0051 AVR SUNROOM ENCLOSURE AACA WING VERTICAL 1-2074 STRAP (FOR 3" I-BEAM ONLY) CORNER TIE * /H 07187 DOWN KIT v J G FASCIA. 3' * 1-0238A .J 4-5480* ROOF KIT CORNER * P/N 07188 (SINGLE SLOPE ROOF SHOWN — SEE SHEET 2 OF 11 FOR GABLE ROOF) PANEL HANGER, 3'* 1-0210 TIE6" ROOF CORNER TIE DOWN KIT * P/N 07189 Q Z FOAM KNEEWALL TRIM 1-20" •�� W ui Z I-BEAM, 3" * 1-02176 Q 1/8' GLAZING STOP 2-2006 cn 5/8" GLAZING STOP (IG) 2-2005 V J a . SHEET ( OF II u I A. SUNROOM ELEVATIONS .• � � � •/ / EXISTING STRUCTURE �' � •• •i S - J •Li - 1 cx AVR SUNROOM ENCLOSUREz _ :I W 8 _ :...• ,i yam.. t. O d L W W `\,` c it 'ii^' ;i••,• :?`:i•:E i.�i'•"'i,'`tit ".Y,.:: i i.?�:•:�;%r:w i.,. ^. J J cc O 2 G ` `�L`i`^~t ^t`S i. .:i^•: t?,a a. 7•i .rL r• ?,. .,.,.� �...• -•'" C Q z Ca U 2 U �•` y!' .)%'r! e': i Y'Ty „! ;:.i"r.....:— i� t Q U cn t/1 :'.\•4�:, ^'i' 1/4-20 TEK SCREWS SIZED FOR 3". 4 • U. _Z 1 1 Z CD -•\\:_" •.. . It?\ t .i�St t'• � �1;ice. `ttri"i t ;.• ;.Lc�S::.^,,,✓„".`^'''•' •.i ^s^' ..•�".�r" .^�"�:...�-.^• —�t GANGING t `Y:.,t ; "r;': .^Zi. .s'. it'•.:, i i,. :f': �: 'r...•.^ ^=/"..ice % ^` do 6" ROOF PANELS -� t Z 0 G `�.`� 'i =i'? t.' �.w ^^ ^� J— a POST is � ..•; :: 'i `.', =' ^`''• ^• �.w AS REQUIRED Q;• N WALL POST to _� ` .'`- ~ �• t'^,'i`:`.?t,=% -'`^:-'r^ "^ ^f��. �!.. `yOJ VI N W \`'\."�..•`��.�`~~�\�'.`4� \yir''�: :i..::i��%-,.J.''.. J.. •�i.�•'�ice-'-..^^.'" ' A � ,`�.• -,..\ ` ...,,\� ice'..%-'... 1.,• w^^^ .. ..w•^ .. 2 NOTE: DOOR & WINDOW DIRECTION 23 i > 2 .,��, �� _— �-; -�— g g z AND LOCATION ILLUSTRATIVE ONLY. 11 I z W (ALL UNITS MAY VARY) W ``�''��'� ' � 10 to M cl 0 6 ix EXISTING STRUCTURES ��,.- w.� N W—W _ MAY REQUIRE MODIFICATION / / / _ F 0 o WALL POST o o -� �• z_ z 5 _z z FOR ATTACHMENT OF - �- ` '� > o Z ^ �, SUNROOM ENCLOSURES %/i i .� / a o<o z VI in In In ` _ /-��.i',w...� / ., coZ Q~j O_of SLIDING WINDOW SLIDING WINDOW SLIDING DOOR �,\�\ ` J%•� a a a o a o SLIDING SCREEN SLIDING SCREEN SLIDING SCREEN .- '�,f / s VARIES t7A t7e ® a. Q o 2-PANEL GLASS KNEEWALL (AS SHOWN) 9 9 v C 't IS MAX 8'-0" WIDE FOR SINGLE PANE Z U B GLASS do 7'-6" WIDE FOR INSULATED GLASS. c co FOAM KNEEWALLS ARE vi w Z- 1-PANEL KNEEWALLS ARE MAX 5'-O" WIDE W Z = FOR SINGLE PANE do INSULATED GLASS MAX 8'-0" WIDE FOR �� 3 =O 2 ALL AVR ENCLOSURES N o O CD w PLAN VIEW OF SINGLE SLOPE ROOF ENCLOSURE ISO VIEW OF GABLE ROOF ENCLOSURE pz o W0 y O W NOTE: N U BUILDING CODE REQUIREMENTS FOR WIND AND/OR SNOW LOADING CAN REDUCE - MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS & OVERALL ENCLOSURE Q1/2MIN. ROOF PITCH DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. o s W TEMPERED GLASS W-s 3", 4-5/8 OR 6" ROOF 3" SHOWN a -o WING PANEL PANEL ( ) 3" ALUM. CLAD FOAM TEMPERED GLASS 1/4-20 TEK -GLASS TRANSOM _3", 4-5/8" OR 6" ALUMINUM BOTTOM OF PANEL-- c W =o WING PANEL DOOR UNITS SCREWS SIZED FOR I-BEAM O APPROX. 3'-O" O.C. - - HANGER AT MOUNTING_- 3" ALUM. CLAD FOAM c a N o m W SLIDING WINDOW _ WING PANEL a¢Z= i= 3 4- do 6" SUDING DOOR- --- o v. EXISTING GLASS WING PANEL oW'-^ z=m"�� K O W<K 3 ROOF PANELS _GLASS ROOF PANEL- • AS REQUIRED (SEE - / DETAIL 7A/5) - - - - ---- TEMPERED GLASS / o 3 =N __ C G W W W T-•� 3", 4-5/8" OR DOOR UNITS 6" ROOF PANEL ---- TRANSOM _ = �/ f(3" SHOWN) • • • MIN. HEIGHT 8" :' 1 i �+�"x� &��tE i�I. / _ALUMINUAL - _ MAX. WIDTH 964" /E 3 0 W c o g u c= E/w/ - I" BEAM -- - / z W W N <z z ,S//i/I -SLIDING HANG T'a/ DOOR -WINDOW t { - MIN. POINT OMAX.DOR jT "_'c rc W o=W % % �� -DOOR- HEIGHT HEIGHT - - HEIGHT I HEIGHT-_ N/=;'I 7'-0" _ MAX. KNEEWALL _ .':'; WALL -6'-6" 7-0" iN G % - HEIGHT 3' - ;'� : POST -- J GRADE _(FOAM OR ) i GRADE \ \\ G Q U) GLASS Q MAX. vil `— DOOR-� ZO GLASS KNEEWALL (MAX. 5' L.t_ i� WIDTH FOAM KNEEWAII I S C1 SEC2 11. EC3 WIDE FOR SINGLE PANELS, I ffyr rQ 7Q L - - - - - - - - 8'-0"- - J (MAX. 8' WIDE) L - - 3 - 3 4 BEYOND 5' TO MAX. 8' REQUIRES L �- - - - - - - - - - - - - - - J TWO UNIT GLASS KNEEWALLS) L — — — — J Lu LLB DIMENSION VARIES DIMENSION VARIES DIMENSION VARIES 0(SPAN CHARTS Q 0 SEE ROOF SPAN CHARTS �- A A — WALL ELEVATION B B — WALL ELEVATION C C — WALL ELEVATION f— w 2 AVR SUNROOM ENCLOSURE 2 AVR SUNROOM ENCLOSURE 2 AVR SUNROOM ENCLOSURE U) j Q SHEET 2 OF II SUNROOM DETAILS 1/4-20 TEK SCREWS ® 36", 1/4-20 TEK SCREWS ® 36", 18" OR 12" O.C. AS SPECIFIED 18" OR 12" O.C. AS SPECIFIED BY P.E.I. ENGINEERING: BY P.E.I. ENGINEERING: ;_.:::_' •+: : '.: S��s (SEE DETAIL 7A/5) (00309; FOR 3" AFA ROOF 3", 4-5/8" OR 6" ROOF PANEL 00310; FOR 4-5/8" AFA ROOF (3" SHOWN) 1 0031 1• FOR 6 AFA ROOF) 1-0214A ,y x 1 2" TEK SCREWS _ O-# / ' ,� "`:'. s a if (2)-#8 / 2 8 x 2" TEK SCREWS < o Fx z Q - U THRU ON SIDE Z CL E DE- OF M EACH I-BEAM I Y EACH BEAM - ® 1 079A 2 (1-0217B) LOCATION; ?:::;;' ;> ; (1-0217B) INTO HEADER ARM (1-0214A) Y TOP & BOTTOM (2) #8 x 1/2 TEK SCREWS -0238A ` THROUGH EACH SIDE OF HEADER y�Orvwo #8 x 1/2" TEK SCREWS, (2) AT EACH 12" OVERHANG f SUPPORT (1-2079A) INTO WALL I-BEAM, (1) AT EACH END OF HEADER MAX. POST (1-2049) AT EACH GANGING F SUPPORT (1-2079A) 8-0089; WHEN SPECIFIED LOCATION, (1) SCREW ® 18" O.C. #8 x 1/2" TEK SCREWS, BY P.E.I. ENGINEERING ALONG HEADER INTO I-LITE FEMALE w J 1-0238A 12" OVERHANG (2) AT EACH I-BEAM, (1-0217B) LOCATION, 8-21 1 1 (1-2087A), AND (2) SCREWS INTO = c F o} MAX. (1) AT EACH END OF HEADER SUPPORT (1-2079A) CORNER POST (1-2078A) AT EACH r N W W 8-0089; WHEN SPECIFIED #10 x 1-1/4" TEK SCREWS ® MAX. END OF HEADER; TYP. AT EACH a �, �, N N;O� 8-2111 AT GANGING LOCATIONS ONLY „ FACE OF WALL > o i �- W BY P.E.I. ENGINEERING 24 O.C. THROUGH HEADER SUPPORT - (n Q 2 8 x 1 2" TEK 1-0101 C (1-2079A) TO STEEL TUBE (8-0089), m > a o z ( ) # / AND (2) SCREWS THROUGH BEARING 1-2087A o m 2 Q W Q N SCREWS THROUGH EACH PLLTE (8-21 1 1) AT GANGING LOCATION TEMPERED GLASS Q a a _j W z a o SIDE OF HEADER #10 x 1-1/4" TEK SCREWS ® MAX. 24" O.C. 2-2006 1-2086 m �' ' '^'a a'- SUPPORT (1-2079A) THROUGH HEADER SUPPORT (1-2079A) INTO WALL POST N TO STEEL TUBE (8-0089), AND (2) SCREWS 2-2005 1-0105A z (1-2049) AT o THROUGH BEARING PLATE (8-21 1 1) 2-2006 O i o to EACH GANGING w AT GANGING LOCATION 2-2005 TEMPERED GLASS u 000 d LOCATION. z 2 w (1) #10 x 2" TEK ANCHORING NOTES: 1-0107A vi M Z- `'' SCREW AT EACH 1-0101 C O� =o LiEND OF MASTER -AT UNIT GANGINGS ON WOOD DECK: w ■�N G �_a FRAME HEAD (2)- 3/8" DIAM. x 3-1/2" LONG GALVANIZED IL �j w =z (1-0101 C) AND AT LAGS W/ WASHERS 3 viz p Lj o 18" O.C. ALONG Lj ui HEADER -FLOOR EXPANDER TO WOOD DECK: ,,, z ^a N LELAND INDUSTRIES GP FASTENERS; #10 x 2-INCH 3 z LONG SCREWS WITH DT-1700 COATING; STAGGER v' 0 SCREWS ® 18" O.C. ALONG FLOOR EXPANDERS, TYP. 0 1-01028 z s p W 1-0105A " BUILDING CODE REQUIREMENTS FOR W � �_� =dam x pW•- =o>�iz � 1-01028 WIND AND/OR SNOW LOADING CAN Lio o d W -o m�0 REDUCE MAXIMUM DIMENSIONS OF <W�N DOOR & WINDOW UNITS, AND OVERALL #8 x 1/2" TEK SCREWS ENCLOSURE DIMENSIONS. CONSULT ® 18 O.C.; (2) ® P.E.I. ENGINEERING FOR LIMITATIONS. 1-2086 a =oWW`m� UNIT GANGING & (2) @ W�<N Vj=-p CORNER POST (1-2080A) SEE GENERAL NOTES ON SHEET 1 FOR REQUIREMENTS FOR PRESSURE TREATED = =3 W= d= U � TEMPERED GLASS -2080A LUMBER AND FASTENERS. ¢ 2 U-¢>O W = posoo J 3" NOMINAL THICKNESS FOAM KNEEWALL 1-2087A J '" _ W W SZ4� Z S C1=Z W y3 J HWO�W tip�WNd 1-2056 1-2056 a W SEE ANCHORING NOTES 3 #8 x 1/2" TEK SCREWS ® 18" O.C.; #8 x 1/2" TEK SCREWS Y Q Y �' AND (2) ® EACH GANGING; ® 18" O.C.; EACH SIDE; — .J ALUM. FLASHING _� TYP. AT EACH FACE OF WALL LIP OF FLOOR EXPANDER (1-2056) (2) ® EACH GANGING �- Q (EXTEND 1/2" BEYOND - Q z LIP OF FLOOR EXPANDER 3/4" PLYWOOD OR OSB SUBFLOOR DECK FOR WOOD DECKS) DECEXTEND 1/2" BEYOND 3 4" PLYWOOD OR OSB SU 0 W K FOR WOOD DECKS)J FLOOR JOISTS ALUM. FLASHING �� L BFLOOR z 0 W JOIST HANGER FLOOR JOISTS Q _ 0 (1-2056) DBL. HEADER DBL. HEADER SEE ANCHORING NOTES JOIST HANGER 4 w sEcl HEADER OVER WINDOW OVER FOAM sEc2 HEADER OVER TRANSOM OVER WINDOW OVER Q 3 KNEEWALL ON WOOD DECK 3 GLASS KNEEWALL ON WOOD DECK SHEET 3oF II (2)-#8 x 1/2" TEK SCREWS SUNROOM DETAILS 1/4-20 TEK SCREWS ® THROUGH ONE SIDE OF EACH (2)-#8 x 1/2" TEK SCREWS 36", 18" OR 12" O.C. I-BEAM (1-0217B) INTO HEADER ® 4' O.C. MAX, TOP & BOTTOM AS SPECIFIED BY ARM (1-0214A) & ® EACH END P.E.I. ENGINEERING: _ S #8 x 1/2" TEK SCREWS (2) AT 3", 4-5/8" OR 6" ROOF PANEL o�Js�� (SEE DETAIL 7A/5) :. ' �' EACH I-BEAM (1) AT EACH END (3" SHOWN) P hh ":•`'"' ' OF HEADER SUPPORT - v, w ;•..:;':'.;°.,'.:..:' Rx 1/2" TEK o 'r z s ^ DE (1 2079A) $ (2)-#8 x 1/2" TEK SCREWS 8 x 1 2" TEK SCREWS STAGGERED ¢ Q I # / SCREWS, (2) AT EACH ® EACH I BEAM (1 02178) I-BEAM (1-0217B) LOCATION, (1) AT EACH ® 16 O.C. 1-0238A LOCATION; TOP & BOTTOM - 2 1-0238A END OF HEADER SUPPORT (1-2079A) 12"'OVERHANG i 1-0214A #8 x 1/2" TEK MAX. SCREWS; IN & OUT 8-2111 AT GANGING LOCATION ONLY ® 18" O.C. AND OPTIONAL HEAVY DUTY HEADER (2) #8 x 1/2" TEK SCREWS THROUGH EACH ® EACH END OF 77 6" OVERHANG I o Q,•; SUPPORT (1-2089A) WHE SIDE OF HD HEADER SUPPORT (1-2089A) PANEL CAP (1-2035) MAX. —1 0 z SPECIFIED BY P.E.I. ENGINEERING INTO WALL POST (1-2049) AT EACH GANGING N W:W LOCATION, (1) SCREW ® 18" O.C. ALONG ►- 1-2035 a I N vvii>o 8-0090; AS SPECIFIED HEADER INTO I-CITE FEMALE (1-2087A), AND 1-0121 ' C Z W o o BY P.E.I. ENGINEERING p W 1_2073 o o a " (2) SCREWS INTO CORNER POST (1-2078A) _ #$ x 1/2" TEK SCREW m z a�W o H #10 x 1-1/4" TEK SCREWS ® MAX. 24" O.C. AT EACH END OF HEADER; TYP. AT EACH z z .. w o cow w THROUGH HEADER SUPPORT (1-2079A) TO STEEL FACE OF WALL ® 16 O.C., TYP. < a < W F=a o TUBE (8-0090). AND (2) SCREWS THROUGH 1-2087A ~ TEMPERED GLASS O �' w a a E BEARING PLATE (8-21 1 1) AT GANGING LOCATION TEMPERED GLASS ~ = w z 1-0107A 1-2086 ATTACH H SUPPORT (1-2080A) _ o to = WITH #8 x 1/2" TEK SCREWS J ® c Q o v w 1-0121 THROUGH EACH SIDE OF WALL 3 z uu �'o- _ ANCHORING NOTES: 1-0101 C EXPANDER (1-0203) AT HOUSE � z g 1-207 AND WITH HD 2 1/2" ANGLE z w w z g= AT UNIT GANGINGS ON CONCRETE FOUNDATION: 1-0105Ao �� : _0 (2) 3/8 DIAM. x 3 WEDGE-BOLTS1/2" N a " (2) #8 x TEK BRACKET (1-2083) AT A-B OR 3 - ■�c=r, c� w SCREWS ON EACH SIDE B-C CORNER POST (1-2078A) cn z FLOOR EXPANDER TO CONCRETE FOUNDATION: Q AT EACH GANGING & (4) #8 x 1" TEK SCREWS; < o �W o .0 1/4" x 1-1/4" LONG ZAMAC NAILIN = LOCATION, AND (1) SEE DETAIL (7A;B/5) ON W a o u SCREW ON EACH SIDE SHEET 5 OF 1 1 i ANCHORS STAGGERED ® 18' O.C. ALONG x FLOOR EXPANDER o AT 18" O.C. ALONG H w o (1-2080A); LOCATE (1) #8 x 1/2" TEK SCREW SCREW ON EACH SIDE ® 16" O.C., TYP. TEMPERED GLASS z OF H FOR WALL p Z J EXPANDER (1-0203) jzo yv�� 1-0102B o CONNECTION TO EXISTING " ix (2) #8 x 1/2" TEK 1-2056; FLUSH WITH EDGE #8 x 1/2- TEK SCREWS BUILDING SCREWS THROUGH EACH SIDE W = p�`"W m om OF CONCRETE FOUNDATION ® 9 1-2080A V; 'S Ff O.C.; AT DOOR SILLS, OF H (1-2080A) INTO �� TYP. AND MIN. (2) IN AND 8-2003; 6' FOR WALLS GANGING POST (1-2082) = o�_ I: `��, � o z H W r UP TO 12 PROJECTION; OUT ® EACH GANGING OR WALL POST (1-2049) rip W�� N=OpNO FULL LENGTH FOR WALLS AT EACH GANGING LOCATION. OVER 12' PROJECTION cx SLOPE GRADE AWAY $ a —� 1-0101C w - vi Iz=N�vi FROM FOUNDATION CONTACT P.E.I. �� u��so a n MIN. NOMINAL ENGINEERING FOR #10 x 2 TEK SCREWS AT "'� % pOOy,pZ C�N 7 -p H 4" CONCRETE SPECIAL LENGTH 18" O.C. AND AT EACH END yu ci o a' MIN. 4' c SLAB REQUIREMENTS) OF MASTER FRAME HEADS C Q-y - ti W O Z W �O=Z W K Q TNLE TEMPERED GLASS (1-0101C) J (2) 3/8" DIAM. x 3" WEDGE-BOLT; MIN. 1-0105ATYP. AT EACH GANGING AND d ° :4 cW OR MODIFIED EXISTING CONCRETE SEC4 GLASS WING OVER Q B, TO BE MIN. 4" THICK Q Z AT CORNER Posrs 4 SLIDING GLASS DOOR 0 LLJ w Z 0 0 MIN. 12" CONTINUOUS MIN. 3000 PSI CONCRETE Q CONCRETE PERIMETER � w of TRENCH FOOTING � � > SECS REINFORCED HEAVY-DUTY HEADER OVER TRANSOM OVER Q 4 SLIDING GLASS DOOR ON CONCRETE FOUNDATION SHEET 40F II 1-2051 3" ROOF TIE DOWN KIT (07187) SUNROOM DETAILS #8 x 1" TEK SCREWS (04210) PLASTIC CAP ATTACHING SUNROOM WALL EXPANDER TO 1—01 04 EXISTING STRUCTURE: ® TOP, BOTTOM, 1/3rd UP (0421 1) WASHER — STEEL, ZINC PLATED WOOD FRAMED STRUCTURES do WOOD FRAMING WITH BRICK & 1/3rd DOWN, BOTH SIDES IF TEMPERED GLASS (05856) 2-1/2"OD x 0.39"ID x 1/8" FLAT WASHER VENEER USE 1/4—INCH DIAMETER GALVANIZED LAGS do (00309) 1/4" x 5" BLAZER SD TEK SCREW W/ CLIMASEAL WASHERS PROVIDING A MINIMUM 1-1/2—INCH EMBEDMENT Tg 4-5/8" ROOF TIE DOWN KIT (07188) INTO WOOD FRAMING OR WOOD BLOCKING INSTALLED AND �JSE1 ROOF TIE DOWN KIT (04210) PLASTIC CAP NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED yPG 3" IN FROM END OF ( ) BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING 4 04211 WASHER — STEEL, ZINC PLATED OR CONCRETE, USE 1/4—INCH DIAMETER TAPCON LEcn s d HEADER SUPPORT (05856) 2-1/2"OD x 0.39"ID x 1/8" FLAT WASHER FASTENERS PROVIDING 1-3/4—INCH EMBEDMENT INTO < J 1-2080A ON g00ROOF 1/4" TIE"DOWN KITA 0718 TEK SCREW W/ CLIMASEAL MASONRY OR CONCRETE AT ALL LOCATIONS NOTED BELOW,s ¢¢ V v ( ) BEARING WALLS: r Y NON-BEARING WALL ( LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT Q ® (04210) PLASTIC CAP KNEEWALL OR RAILING HEIGHT, 2 AT TRANSOM, do 1—0104 1-0 T06C (0421 1) WASHER — STEEL, ZINC PLATED ( ) �W o 1-2056 ® FLOOR 3", 4—$/8" OR 6" " (2) NEAR HEADER HEIGHT. INSTALL SINGLE FASTENERS �'00 1-01038 ROOF PANEL (05856) 2-1/2 OD x 0.39"ID x 1/8" FLAT WASHER LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG 1-2049 (0031 1) 1/4" x 8"JILAZER SD TEK SCREW W CLIMASEAL THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER ' LOCATIONS TYPICAL, MASTER FRAME WIDTH MASTER FRAME WIDTH `�a��_ti••• " FOR NONBEARING WALLS: .- (4) #10 x 3/4 SELF DRILLING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL _jmz SEE WALL POST #8 x 1/2" TEK SCREW `v= =sy SCREWS, THROUGH HD 2-1/2" OR RAILING HEIGHT, (2) AT TRANSOM HEIGHT, (2) AT Mo c <0 W EXTERIOR SIDE THROUGH HEADER SUPPORT 'rT`-''"=' ,;.:c„�.�L .� <,,.~ H. k (2) NEAR TOP END OF EXPANDER. INSTALL SINGLE Z o}o ANCHORAGE DETAIL #20 u=� _._ �•y.;_ ANGLE BRACKET (1-2083) ,. :4:•T...::... N W-W ON SHEET 11 (1-2079A) OR H SUPPORT -`_ K='A FASTENERS LOCATED AT 16' O.C. VERTICALLY AND �-�Z W L=::«''.� "` ':= r INTO CORNER POST (1-2078A) STAGGERED ALONG THE EXPANDER HEIGHT BETWEEN a, N �,>aj 1-2080A ri: - ( ) INTO HD CORNER :La•�"'`�'` ' '•'�.��,_�=::'-=-`;-''r DOUBLE FASTENER LOCATIONS TYPICAL. o z s WALL POST @ GANGING ( ..~ = .= -=':` ? POST 1-2078A) & MASTER -''?�'�•`-"''"=.� .r^�'�:}�%�'"''�< -o =c:!<��= ��:,;^µme fYS r=� ROVIDE (2) LAGS WITH WASHERS 5 FRAME JAMB (1-01038), AND �. ;`� .. >'.' Z o o< PLAN VIEW (2) SCREWS FROM OUTSIDE FACE Y:; � ,:> THROUGH WALL EXPANDER (1-0203) AT 3 w �, Z o W vYy, r„ LOCATIONS NOTED ABOVE, AND (1) LAG a a � w >ao (2) #8 x 1/2" TEK SCREWS 4' O.C. MAX., AND (2) FROM INSIDE FACE OF WALL „`.• o WITH WASHER AT 16" O.C. STAGGERED o `�' ' '�'«`�` TYP. TOP & BOTTOM & ® EACH END AS NOTED } z 3", 475/8" OR 6" ROOF ''-"' ` `" " " `'` 1 o _0_."�#8 x 1/2" TEK SCREWS THROUGH © 4 a o 1 WALL EXPANDER (1-0203) INTO o PANEL (3" SHOWN) V ::�_• a ,. -0238A z u - #8 x 1/2" TEK SCREWS ® 18 0 C H SUPPORT (1-2080A); EACH SIDE AND AT EACH END, & ® GANGINGS ` �' 1-0203 w z Z= O I H SUPPORT 1-2080A FACTORY `=r' o =a #8 x 1/2" TEK SCREWS; IN 1-2035 NOTCHED AS SHOWNTO FIT �� z AND OUT ® 18 O.C. AND ® 1-0214A INSIDE WALL EXPANDER 1-0203 �w C `'' EACH END OF PANEL CAP (1-2035) MAX. 6"__I ( ) 0 ,�, w 3" FOAM WING WALL OVERHANG-1 ',• � ' °,,.•'9 e e 8-2003; WHEN SPECIFIED BY N a w c�� -0 1-2080A P.E.I. ENGINEERING z N GANGING POST (1-2082) NESTED IN o_ 2 8 x 1/2" TEK SCREWS ° . ' WALL EXPANDER 1-0203 SUPPORTS o cm tz z_ ( ) ON EACH SIDE AT EACH 1-2083 ( ) 3 GANGING LOCATION, AND (1) 0 1-2079A H SUPPORT (1-2080A) OR HEADER +� SCREW ON EACH SIDE AT 18" w 1-2078A SUPPORT (1-2079A) o W =o> D.C. ALONG H (1-2080A); W 1-2os A•B H SUPPORT CONNECTION AT X <W f-N U VO W V LOCATE (1) SCREW ON EACH N�= N= 5 CORNER POST & WALL EXPANDER zNmo�„ SIDE OF H FOR WALL EXPANDER O W<K 3 1-2080A o¢ W (1-0203) CONNECTION TO (2) 48 x 1/2" TEK SCREWS THROUGH FLOOR �a�a �W W%A EXISTING BUILDING EXPANDER (1-2056) INTO HD CORNER POST a <� W=o�� I #10 x 2" TEK (1-2078A) FROM OUTSIDE AND INSIDE FACE `_ W o 3 Nth V X U KZOCU Z } 6' FOR WALLS UP TO 12' SCREWS AT 18" OF WALL. TYP. AT SIDE OF POST ==W= d= 8-2003; =f.iy'•'vi <=Z�,=N = PROJECTION; FULL LENGTH FOR O.C. AND AT �o�� =��>o W WALLS OVER 12 PROJECTION 1-2081 3/8 DIAM. x 3 1/2 LONG GALVANIZED N J,-=J EACH END OF ao=ao H5 o=W _ (CONTACT P.E.I. ENGINEERING FOR MASTER FRAME 0 o LAG PER BRACKET FOR WOOD DECK & __ 0 0 3/8" DIAM. x 3" LONG WEDGE-BOLT SPECIAL LENGTH REQUIREMENTS HEADS (1-0101 C) p a ) PER BRACKET (1-2083) FOR CONCRETE (2) #8 x 1/2" TEK (6) #10 x 3/4" SELF DRILLING FOUNDATION. TOTAL (2) ANCHORS REQUIRED J SCREWS THROUGH EACH SIDE 1-0107A SCREWS, THROUGH HD 2-1/2" J (n ANGLE BRACKET (1-2083) INTO Q o Q o OF H (1-2080A) INTO 3 1-2083 Q o GANGING POST (1-2082) 1-0101 C CORNER POST (1-2078A) t— Z OR WALL POST (1-2049) Z Q z J AT EACH GANGING LOCATION. Q o o „ (4) #10 x 3/4 SELF DRILLING z 10 w o m SCREWS THROUGH EACH HD 2-1/2" Q — 1-0105A ANGLE BRACKET (1-2083) INTO 0 NON-BEARING WALL CORNER POST 1 2078A) W > SECS FOAM WING OVER ( - DETAIL AT 7C WOOD & CONCRETE FOUNDATION ANCHORAGE Q 5 SLIDING GLASS DOOR B-C CORNER 5 @ CORNER POST & FLOOR EXPANDERS SHEET 5 OF II 1-2074 #8 x .1/2" TEK SCREWS; TEMPERED GLASS SUNRooM DETAILS BOTH SIDES AT PANEL CAP (1-2035) 1-01038 AND H SUPPORT (1-2080A) 1-0104 TEMPERED GLASS " J #8 x I" TEK SCREWS, ® TOP & SEfis 3 NOMINAL w a BOTTOM; 1/3rd UP & 1/3rd DOWN yP THICKNESS � FOAM WING N 1 (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR co PANEL EXPANDER (1-2056) INTO HD CORNER POST = Q ? � Z (1-2078A) FROM OUTSIDE AND INSIDE FACE r Y 1-0121; a: OF WALL. TYP. AT EACH SIDE OF POST CONTINUOUS Q EXTERIOR SIDE 1-208OA; x m 1-2044 ANCHORS ® INTERMEDIATE LOCATIONS TWO° #8 x 1/2„ TEK SCREWS CONTINUOUS w z LELAND GP LELAND INDUSTRIES GP FASTENERS; ® TOP, BOTTOM & 16" O.C. O FASTENER #10 x 2-INCH LONG SCREWS WITH DT-170 12 PLAN VIEW O F GLASS � Z COATING; STAGGER SCREWS ® 16" O.C. ALONG FLOOR EXPANDERS (1-2056), TYP. J�oaW 6 FOAM WING PANEL 1-2078A ° " � 3 NOMINAL THICKNESS ,: a FOAM KNEEWALL i y N a o Z cm 1- — w 7 1-2081 A ° ° #8 X 1/2" TEK SCREWS ' Z cx(n o a SPACED ® 18." O.C. TYP. m o 2 Z QWO VI EDGE OF FLOOR 3/8" DIAM. x 1-208 3 w J y Z�W -T— EXPANDER 3" WEDGE-BOLT7 r------------------+ BEARING B-WALL 1-2056 0 0 N�acr o 1-0501, WHEN SPECIFIED BY I 4-3/4" a s (1-2056) LIP 'v _ ______________� P.E.I. ENGINEERING �----_----_� EXTERIOR SIDE z M /#10 x 2-1/2" TEK SCREWS #10 x 2" TEK SCREWS \ ® y otto o I�-ci ( 3" FROM TOP & BOTTOM 3" FROM TOP & BOTTOM oa " & MAX. 19-1/2" SPACING I z o a~ I & MAX. 19-1/2 SPACING sEcs PLAN VIEW O F A— B CORNER _ gW� I ,-2022 OR ,-0201; WHEN ; 6 ON DECK FOUNDATION �� cD Z 3 I SPECIFIED BY P.E.I. ENGINEERING I � z I Y I HIGH WIND MEETING RAIL 1/8" POP RIVETS I .�N o REINFORCING REQUIREMENTS AT TOP, MIDDLE, I DECK FOUNDATIONS SUPPORTING ENCLOSURES MUST �o EE INCLUDE ADEQUATELY SIZED SUPPORT POSTS ON ®z o 0 \ CONTACT P.E.I. ENGINEERING & BOTTOM; /� CONCRETE PIER FOOTINGS PROPERLY SIZED AND LOCATED d``' Ci ``'W 1-2049 ^ ��------------- TYP•___________-_i AT ENCLOSURE GANGINGS, CORNERS, RIDGE SUPPORTS, 04 ,\ /� AND ALL REQUIRED DECK SUPPORTS. DECK LEDGER / SEE DETAIL 7C ON SHEET 5 FOR CONNECTION TO EXISTING HOUSE MUST PROVIDE \ / CORNER POST (1-2078A) TO FLOOR REQUIRED LOAD CAPACITY, OR A CARRIER BEAM MAY BE \\ // EXPANDER (1-2056) CONNECTION REQUIRED AT THE HOUSE WALL. A MINIMUM OF = _ \ 1-0106C / ON WOOD OR CONCRETE FOUNDATION W o --- 4-INCHES SPACE BETWEEN BOTTOM OF JOISTS AND TOP Wit= W 3 el-2051 -J�� SEE GENERAL NOTES ON SHEET 1 OF GRADE MUST BE PROVIDED. o 1-2053 LOCATE 2-3/4" BACK FROM �. FOR REQUIREMENTS FOR PRESSURE CONCRETE FOUNDATION SUPPORTING ENCLOSURES MUST <W_- V3O dy-, W d>O= W U W W y 2 IP OF FLOOR EXPANDER TREATED LUMBER AND FASTENERS. INCLUDE A CONTINUOUS CONCRETE PERIMETER TRENCH o uWiyU viz��o� 1-2056 FOOTING OF ADEQUATE WIDTH AND DEPTH TO PROPERLY '"-_ w (1-2056) AS SHOWN ON _ W _ SUPPORT IMPOSED LOADS AND PROVIDE PROTECTION FROM c CONCRETE FOUNDATION, TYP. 3 fZ „ FROST HEAVE. ¢ Z o W W W t?Q N I #8 x 1/2 TEK (2) #8x 1" TEK SCREWS W `� '^_ 2 N m to SCREWS EACH SIDE LOCATIONS OF CLIPS WILL VARY FOR WOOD AND O a BOTH SIDES 8-0026; WHEN SPECIFIED 1 CONCRETE..CONNECTIONS. = M z (1) #8 x 1 TEK SCREW, BY P.E.I. ENGINEERING I w w ® TOP & BOTTOM; 1/3rd I �i x w UP & 1/3rd DOWN 3/s DIAM. x 3 WEDGE-BOLTS J V/ ATTACHING SUNROOM WALL EXPANDER TO w m 1-O 104 �� EXISTING STRUCTURE: s__E__ _. Z W Q .` H W O 3 W H O=W y d WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEER N/ USE 1/4-INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A MINIMUM INTOOR 1-2082 BLOCKING 1IN TALLEDHAND BNAILEDTTO WOOD OFRAMINGIN T ALLWOOD LOCATIONS 4-3/4" " " NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR (� 2-3/4 #8 x 1/2 CONCRETE. USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING Q Q J / TEK SCREWS 1-3/4-INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS j 40, \Z\ l / ® TOP & BOTTOM; NOTED BELOW. Q BEARING WALLS: -- 1/3rd UP & 1/3rd LOCATE (2) FASTENERS NEAR FLOOR LEVEL. 2) AT KNEEWALL OR RAILING 0 w 1-2081 A 1-2078 1-01036 1-0106C 1-0104 �c/ DOWN HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE L J 1-0104 1-2082 1-0106C w FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG Z 0 Q / r THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. Q (n 3 4" ASTER FRAME WIDTHROLLING DOOR WIDTH rr/ FOR NONBEARING WALLS:' L� LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, L_ w (2) AT TRANSOM HEIGHT, (2) AT H. & (2) NEAR TOP ENO OF EXPANDER. (n #8 x 1/2" TEK SCREWS (1) INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED SECS PLAN VIEW 0 F B—C C 0 R N E R EXTERIOR SIDE ® TOP, BOTTOM ,/3rd UP ' ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. Q 6 ON CONCRETE FOUNDATION NON BEARING C-WALL & 1/3rd DOWN, BOTH SIDES SHEET 6 OF II EXTERIOR SIDE #8 x 1/2" TEK SCREWS ® SUNROOM DETAILS END OF HANGER (1-0210) I-BEAM STIFFENER STRAP (8-0051), 4 REQ'D AND FASCIA (1-0238A) PER GLASS ROOF PANEL; EACH AT FARTHEST INCLUDE AT 1/3 POINTS �s (4) #8 x 1 TEK SCREWS" EDGE FROM SUPPORT; TOP AND BOTTOM BETWEEN (4' O.C. MAX.) ROOF PANEL AVAILABLE IN ON EACH CORNER AT TOP (EITHER SIDE OF I-BEAM (1-0217B) 3", 4-5/8", AND 6" ° (2) #8 x 1/2" TEK ACCEPTABLE, USED WITH 3" ROOF ONLY) (3" SHOWN) s d n d SCREWS PER STRAP ROOF PANEL AVAILABLE IN 0.024" 3105-H174 ALUM. s � ¢ � Q (FOR 3" ROOF ONLY) 1" TEMPERED INSULATED 3", 4-5/8" OR 6" (3" SHOWN) SKIN; TOP AND BOTTOM Y� co j #8 x 1/2" TEK SCREWS ® GLASS ROOF PANEL END OF HANGER (1-0210) : ..,. .. :,.._ AND FASCIA 1-0238A - B( ..: 1 021 ; AVAI LABLE - 3 5 8 6 AT / INC LUDE 1/3 POINTS 3 1- HOWN O114 - ( 4 0. . MAX.) BETWEEN C J O Q M O Q r 3/8n DIAM. BACKER ROD; TYP. i Zo c U N N OJZW 1-0114 N>0 ROOF PANEL WIDTH GLASS ROOF PANEL ROOF PANEL WIDTH ROOF PANEL WIDTH > o Z aLli:'n u- a (36" TYP.) WIDTH 36" TYP. (36" TYP.) (36" TYP.) m z a W o z 3 W J 2 OE N Z at W in N > H 3/8" DIAM. GALVANIZED LAGS WITH Ec16 3 - INCH FOAM PANEL ROOF CROSS SECTION �. WASHERS LOCATED AT REQUIRED SPACING AND PROVIDING ADEQUATE 7 ® '' a c EMBEDMENT INTO PROPER STRUCTURAL C-; o SUPPORT (SEE MOUNTING NOTE NEXT z o co TO DETAIL 15 ON SHEET 8) �,i; z o C 3 = #8 x 1/2" TEK SCREWS THROUGH PANEL HANGER i�o =z ALUMINUM FLASHING (1-0210), I-BEAM (1-0217B) FLANGE; CONNECTING 1-0209 ROOF PANELS; (2) SCREWS AT EACH SIDE OF c W I-BEAM WEB, TYP. AT BOTH TOP AND BOTTOM OF N< M//y. ROOF, TOTAL (8) SCREWS PER I-BEAM (1-02178) z 6 a MAX 4" 1" TEMPERED INSULATED GLASS ROOF PANEL 1" TEMPERED INSULATED „W EXTERIOR SIDE GLASS ROOF PANEL 0 = (4) #8 x 1" TEK SCREWS 1/4-20 TEK SCREWS ® < V W d 2 0 y<S W N= U N Z O H ,I It W-Z Z�m W< ON EACH CORNER AT TOP 36", 18 OR 12 O.C. AS ��G g- HANG SPECIFIED BY P.E.I. ENGINEERING: LH'A E POINT 1-0210 (00309 FOR 3 AFA ROOF; a¢=W W W o ROOF PANEL 1-01 15 00310 FOR 4-5/8" AFA ROOF; Q H o AVAILABLE I 00311 FOR 6" AFA ROOF) 3", 4-5/8", AND 6" = W Z a Z G M/N " �� sc 0 0= (3 SHOWN) LASS 6 #8 x 1/2 TEK SCREWS ¢_,��_ R =sF WI ROOF P ;'':.`'.;. MAX 24" � o=_W OTH AN f. 1-01 15 (2) ON ONE SIDE OF EACH f- W r„V W O #8 x1" TEK 36s, TYP C NpT f. M/NI • I-BEAM (1-0217B) INTO CC W O i W ti O Z=W�• (1) ® EACH CORNER ::��'.° W N DOjjq PfRM/ HEADER ARM (1-0214A) --- Fp BL f 0 SSIB f ',..,,'.. RM PANft DIME ROLE 1-01 15 C/) 24 MIN f NSION Q J 1-0115 1-0238A Q Z #8 x 1/2" TEK SCREWS, (2) AT EACH z Q Lu ROLLED EDGE OF ALUMINUM I-BEAM (1-0217B), (1) AT EACH END 12" MAX. O.H.I Q _ Q - CLAD FOAM PANEL OF HEADER SUPPORT (1-2079A) (NTS) -1 < w of SEc11 FOAM PANEL ROOF 1-0214A Cn > LONGITUDINAL SECTION 1-2079A Q SHEET 7 OF I) SUNROOM DETAILS ATTACHING SUNROOM WALI rYaeunro Tn USE 1/ STRUCTURE: WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEER USE 1/4-INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A j//i, , �� ; _�':•• MINIMUM 1-1/2-INCH EMBEDMENT INTO WOOD FRAMING OR WOOD EXISTIN TRUCTURE/ BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING `/ 1-3/4-INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS WALL EXPANDER (1-0203) of � EXISTING STRUCTURE NOTED BELOW. EXISTING STRUCTURE ,y 5 ¢ D / — BEARING WALLS / I (REMOVE SIDING) LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT KNEEWALL OR RAILING � <;"•,� HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE = 1-2082 FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG 1-01038 0 1-2044 THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. FOR EXISTING WOOD STRUCTURES; FOR NONBEARING WALLS: 3- w! 1-0104 PROVIDE SOLID WOOD BLOCKING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, � Q ;n AT EXISTING WALL AS REQUIRED (2) AT TRANSOM HEIGHT, (2) AT H. & (2) NEAR TOP END OF EXPANDER. OLD INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED O #8 X 1/2 TEK SCREWS C MIN. 1-1/2- EMBEDMENT INTO ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. O ® TOP, BOTTOM, 1/3rd STRUCTURAL FRAMING O UP & 1/3rd DOWN X Li rl N WOW in ALL EXPANDER (1-0203) MOUNTING TO EXISTING STRUCTURES: REMOVE EXISTING TEMPERED GLASS " 1 N N in>0� X J Z m — W ® EXISTING STRUCTURE SIDING AND ANY COMPRESSIBLE SHEATHING AT CONNECTION z ' C z o< (REMOVE SIDING) POINTS OF ENCLOSURE TO HOUSE. LAGS MUST BE SECURELY ANCHORED TO STRUCTURAL. FRAMING OR INSTALL m z aW-v1 #8 x 1/2" TEK SCREWS ® BLOCKING SECURELY FASTENED TO STRUCTURAL FRAMING TO 3 w J fN Z C W 0 TOP, AND BOTTOM, BOTH SIDES PROVIDE MINIMUM 1-1/2" EMBEDMENT FOR MOUNTING o o N n a a 3" FOAM WING PANEL FASTENERS. z 3 PLAN VIEW OF FOAM WING PANEL 14 PLAN VIEW OF ROLLING DOOR z ° �� $ AT EXISTING STRUCTURE s AT EXISTING STRUCTURE ° 00 ®LL.j� ? EXISTING ROOF 'EMN C a MIN. 3/8" DIAM. GALVANIZED LAGS W/ SHINGLES �� w =z WASHERS LOCATED ® REQUIRED SPACING ©z p 4i c & PROVIDING ADEQUATE EMBEDMENT ® �W a, o W INTO PROPER STRUCTURAL SUPPORT SHEATHING c� n< EXISTING STRUCTURE ® z REMOVE SIDING AT TAB/HANGER ATTACHMENT / EXISTING RAFTER �o`< ALUMINUM FLASHING (SIZE AND SPACING) VARIES) MOUNTING NOTE: THE QUANTITY 1-0209 �a W d�_p tA<=W N= AND SIZE OF FASTENERS #8 x 1/2" TEK SCREWS THROUGH PANEL REQUIRED VARIES BY HANGER (1-0210), I-BEAM (1-0217B) a=�W = c` APPLICATION. A LEDGER WITH <o W<a�M / W�O C `� MORE LAGS ADEQUATELY FLANGE; CONNECTING ROOF PANELS; (2) SCREWS AT EACH SIDE OF I-BEAM , o W W FASTENED TO THE EXISTING o WEB _ - STRUCTURE, OR A SUPPORT TYP. AT BOTH TOP AND BOTTOM OF ROOF, o =W ==W m BEAM MOUNTED ON SUPPORT TOTAL (8) SCREWS PER I-BEAM (1-02178) '::'; POSTS AT THE FACE OF THE �� N N N o EXISTING _ EXISTING STRUCTURE MAY BE `moo U~��o BEARING WALL �"'��" y 0�=d 0 In tt0=W REQUIRED UNDER HEAVY LOADS. W�a � . .:.::.,.'._•+....::,:..... LOOKOUTS W O 3 W CONSULT P:E.I. ENGINEERING OR THIS METHOD OF ATTACHMENT IS NOT AS REQUIRED A LOCAL DESIGN PROFESSIONAL RECOMMENDED WITHOUT P.E.I. PER ENGINEERING FOR JOB SPECIFIC ENGINEERING ANALYSIS ANALYSIS Q (n REQUIREMENTS. 0 SEE "MOUNTING TO EXISTING 3", 4-5/8" OR 6" ROOF PANEL THIS MOUNTING METHOD MAY REQUIRE (10, �--- Q STRUCTURES" NOTE ABOVE FOR (3" SHOWN) LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT Q Z ADDITIONAL INFORMATION. 1-0210 NOTE: AND/OR FASTENERS AT EACH RAFTER LOCATION. 0 jlj w EXISTING STRUCTURE MUST BE EVALUATED FOR Z I: S TAB AND HANGER ASSEMBLY STRUCTURAL SUITABILITY BY LICENSED ENGINEER. < - $ (WALL MOUNT) s TAB AND HANGER ASSEMBLY � > $ (FASCIA MOUNT) Q SHEET 8 OF II 4x4 POST WITH REQUIRED NOTCHING SHOWN. SUNROOM DETAILS SEE GENERAL NOTES ON SHEET 1 FOR FOR 4x6 AND 6x6 POST, STOP FLOOR ANCHORING NOTE: REQUIREMENTS FOR PRESSURE TREATED EXPANDER (1-2056) ON EACH SIDE OF FOR WOOD USE: MIN. (2) 3/8" DIAM. 11 fj�- LUMBER AND FASTENERS. RIDGE POST x 3-1/2" LONG GALVANIZED LAGS 2" EMBEDMENT INTO 1-2092 W/ 2-1/2" x (2) #10 x 2" TEK SCREWS NOTCH BOTTOM OF RIDGE POST TO (MIN. 1-1/2" THROUGH INTERIOR FACE OF CLEAR WEEP SHELF & FLOOR EXPANDER STRUCTURAL FRAMING) /i 2-1/2" x 3/16" < FLOOR EXPANDER 1-2056 R / / / ( ) Pg f (1-2056) SIDEWALL (4x4 POST ONLY) FOR CONCRETE USE '"� STEEL TUBE (8-0091) o i �I �. INTO RIDGE POST ,/4- REMOVE INTERIOR LIP OF FLOOR (2) 3/8" DIAM. x 3" WEDGE-BOLT (LENGTH OF STEEL TUBE 1/4• EXPANDER (1-2056) AT POST LOCATION INSERT TO BE EXACTLY 3/8" DIAM. x 3-1/2" LONG 0 3/8" DIAM. x 3" WEDGE-BOLT; , SAME AS AV UTILITY POST) GALVANIZED LAG WITH WASHER EACH SIDE OF RIDGE POST o TYP. EACH SIDE OF RIDGE POST ON ON WOOD FOUNDATIONS /Z. -t/e" CONCRETE FOUNDATION o ° 1-2053 NOTE: LOCATE LAGS/BOLTS IN HOLE CLOSEST TO INTERIOR OF a/e ° ., (3) #10 x 1-1/4" TEK a c a�•+ ° 2-1/2 ANGLE BRACKET SCREWS THROUGH WALL - c a 0}a ROOM TYPICAL ° o I z o 0 ° �� (8-2108A) EACH SIDE POST SUPPORT BRACKET 6 ' a W-W OF RIDGE POST "1 c ° ° � (1-2053) INTO UTILITTY Z i ,,, N v>>o PLYWOOD OR OSB o o �/ FLOOR EXPANDER (1-2056) POST (1-2092) TYPICAL > 0 Z vn I Q DECK SURFACE °� o - o <oz _/ coNCR LIP FLUSH WITH AT EACH SIDE -o_ -'�- • FOUNDATION—.. a EDGE OF CONCRETE ON o m z <W o In 1-2056 /�� SHOWN • ' (2) #8 x 1/2" 0 3 W di 2 J N z�w� CONCRETE FOUNDATION TEK SCREWS 0 - < Q < w <�a 0 TRUGRIP ANCHORS ��. /'� 's. (2) #10 X 2 ' TEK SCREWS o N N a a E ® 18" O.C. TYP. �/ THROUGH FLOOR EXPANDER (1-2056) o �. STAGGERED DECK INTO RIDGE POST - z FOUNDATIONLn ALUM. FLASHING ? J SHOWN (4)-#10 x 2" LONG TEK SCREWS AT EACH BRACKET; TYP. ® a Q c (2) #8 x 1/2" TEK SCREWS c� m FLOOR EXPANDER (1-2056) LIP 1-2056 THROUGH FLOOR EXPANDER z o 0 OVERHANGS WOOD HEADER (1-2056) INTO SIDEWALL LIPS N z Z_ BY 1/2" ON DECK FOUNDATIONS OF UTILITY POST (1-2092) ©I9 _ j 17A WOOD RIDGE POST ANCHORAGE f AV UTILITY POST RIDGE POST ANCHORAGE =z ©z Wo 9 AT FLOOR EXPANDER 9 AT FLOOR EXPANDER W (BOTH WOOD DECK & CONCRETE FOUNDATION SHOWN) (CONCRETE FOUNDATION SHOWN) s z (WOOD POST SHALL BE PRESSURE TREATED < FOR CONCRETE FOUNDATION) WOOD RIDGE BEAM i; c SIZE AND NUMBER OF MINLG 3 8" DIAM. x 2-1 2" LONG MEMBERS AS SPECIFIED / a K o a W BY P.E.I. ENGINEERING ANIZED LAG W/WAS ERS INTO o�� =��W�N E BEAM, (SPACING AS SPECIFIED o -aW --m Jam= W H V V D Sd a W ALUMINUM FLASHING P.E.I. ENGINEERING) d>8V W .>W 3", 4-5/8" OR 6" PANEL gNy� ===g� 1-0209 �-W HANGER (3 ' SHOWN) (1-0210) TYP. BOTH SIDES MINUM FLASHING REQUIRED' W O t=9 W =H Q N d¢`W W W C��G #8 x 1/2" TEK SCREWS, _< W OP & BOTTOM OF EACH `AM (1-0217B) CONNECTING -V f W N Q Z Z N1-0210 ELS; BOTH SIDES OF ROOFC. 3", 4-5/8" OR 6" , WOSW =OZWNX ROOF PANEL (3" SHOWN) THERMAL BREAK ' Q #8 x 1/2 TEK SCREWS, _ J (2) INTO -EACH I-BEAM (1-0217B) �--- Q CONNECTING PANELS; BOTH SIDES P.E.I. 8" (1-0229) OR 3", 4-5/8" OR 6" ROOF PANEL Q Z 6" (1-0218) ALUMINUM (3" SHOWN) ALUMINUM FLASHING AS REQUIRED 0 uj w RIDGE BEAM (8" SHOWN) z Q Q cl 18A ALUMINUM RIDGE BEAM ise WOOD RIDGE BEAM 0 w > 9 AND PANEL HANGER 9 WITH TAB AND HANGER Q SHEET 9 OF II • SUN ROOM DETAILS r USE MIN. 3/8" DIAM. x 2-1/2" STRAP IS CONTINUOUS GALVANIZED LAGS W/WASHERS INTO RIDGE BEAM; (SPACING AS (BEND OVER CORNERS Rod SPECIFIED BY P.E.I. ENGINEERING) OF RIDGE BEAM) �y rt ; PANEL HANGER (1-0210) o a: z TYP. BOTH SIDES 5 a (3)-#10x 1-1/4" TEK SCREWS W000 RIDGE BEAM (SIZE AND THROUGH RIDGE POST BRACKET INTO o ° NUMBER OF MEMBERS PER P.E.I. RIDGE BEAM; EACH SIDE HANGER TAB (1-0209) ', r� ` ENGINEERING REQUIREMENTS) TYP. BOTH SIDES MIN. (5) #10 x 2" TEK SCREWS \ (3) #10 x 2" TEK SCREWS 8-2002 AT EACH THROUGH RIDGE POST BRACKET SIDE OF RIDGE POST " i INTO EACH SIDE OF BEAM 8-2002 INTO RIDGE POST; WOOD MIN. (5) #10 x 2 TEK ° i „, o a oW W ( ) RIOGE SCREWS INTO RIDGE PPT 4x4, 4x6, o < EACH SIDE POST P.P.T. 4x4, 4x6, 6x6 POST EACH SIDE i 6x6 RIDGE POST, TYP. rI W G W RIDGE POST TYP. AS SPECIFIED �Wo�� + c� i Uii<o� 8-01 15 i R�d9 12 MIN. LAP LENGTH ON POST; z „ o W> > #10 x 2' TEK SCREWS; (2) ® TOP (SIZE DETERMINED BY LOAD, i Post > o z �_j z TYPICAL AT EACH SIDE OF POST > o c o< & BOTTOM, AND STAGGERED ® CONTACT P.E.I. ENGINEERING) a �, 12" O.C.; TYP. AT EACH SIDE OF POST m o- NOTE: HIGH WIND CONDITIONS MAY ° ° ` SEE GENERAL NOTES ON SHEET 1 FOR w J N z0w REQUIREMENTS FOR PRESSURE TREATED < < <�a0 1-2044, TYP. AT EACH SIDE OF POST REQUIRE ALTERNATE CONNECTIONS. LUMBER AND FASTENERS. o o cvir �`' >a<� ALUMINUM RIDGE BEAM REQUEST P.E.I. ENGINEERING. WOOD RIDGE BEAM 6" ALUMINUM RIDGE BEAM (1-0218) ON WOOD POST ON WOOD POST ® `' <Ln o OR 8" ALUMINUM RIDGE BEAM (1-0229) USE 3/8" DIAM. x 2-1/2" LG. C. `o �t (NOTE: 6" ALUMINUM RIDGE BEAM 9 Q WOOD RIDGE BEAM T O RIDGE POST CONNECTION GALVANIZED LAGS W/WASHERS Z c o ACCEPTS 3' PANEL HANGER (1-0210) INTO RIDGE BEAM STAGGERED z= ONLY, 8" ALUMINUM RIDGE BEAM ACCEPTS �� NOTE: HANGER TAB (1-0209) AT OPPOSITE SIDES (SPACING ® go WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER AT 3", 4-5/8" OR 6" PANEL RANGE _ TYP. BOTH SIDES AS SPECIFIED BY P.E.I. '�� o GANGINGS, FIRST ISOLATE WOOD POST FROM ALUMINUM BY WRAPPING w z S WITH EITHER OF THE FOLLOWING: 15LB ROOF FELT. OR 10 MIL PLASTIC 8-0115 ENGINEERING) ®v >. z SHEETING PRIOR TO INSTALLATION OF ALUMINUM CLIPS OR TRIM COIL. w w PANEL HANGER (1-0210) �, ALL FASTENERS IN DIRECT CONTACT WITH PRESERVATIVE TREATED G N Q WOOD SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, OR TYP. BOTH SIDES OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. 1 ! WOOD RIDGE BEAM (SIZE AND < NUMBER OF MEMBERS AS Z SPECIFIED P.E.I. ENGINEERING (3)-#10 x 3/4" SELF DRILLING ° MIN. (5) #8 x 1/2" TEK SCREWS ) 1-0210 W a W SCREWS THROUGH RIDGE POST WALL EXPANDER (1-0203) t ` USE (5)- #10 x 2" TEK BRACKETS (8-2002) INTO _ W/LIP PEELED. FORMS CAP THROUGH GABLE POST TIE DOWN tip ;i o ° i i•, /1 ` SCREWS THROUGH GABLE spaW ohm Jam= STRAP (8-0115) INTO AV o o RIDGE BEAM; EACH SIDE FOR AV UTILITY POST 1-2092 S TIE DOWN STRAP Z o W ( ) UTILITY POST (1-2092); POT W ° EACH SIDE (8-0115) INTO EACH SIDE W'^ � 2_ •1-2044, TYPICAL; EACH SIDE o (2) #10 x 2" TEK SCREWS ; WALL EXPANDER 1-0203 C.5 a W W W'•'m MIN. (4) #8 x 1 TEK SCREWS THROUGH FOAM KNEEWALL TRIM ( ) =W W THROUGH RIDGE POST BRACKETS :%!%'�� il ' W/ LIP PEELED. FORMS CAP (1-2044) INTO RIDGE BEAM; / FOR AV UTILITY POST (1-2092) INTO UTILITY POST ''•i /" 8-2002 AT EACH SIDE OF RIDGE POST EACH SIDE AV UTILITY POST 1-2092 B 1-2074 (WHEN :�' 12,+ ( ) oo=oo ��3o=W GLASS WING IS USED) AV UTILITY POST (1-2092) ,�'" i i W/ 2.5" SQR x 3/16" STEEL y C_ W/2.5" SQR x 3/16" STEEL #8 x 1" TEK SCREWS; o i TUBE (8-0091) W O Z W ^O S W N d TUBE (8-0091) AS SPECIFIED (2) ® TOP & BOTTOM, (1) ° ° L (LENGTH OF STEEL TUBE #8 x 1" TEK SCREWS; ,i a BY P.E.I. ENGINEERING STAGGERED @ 12" O.C.; o ° AV UTILITY POST)INSERT TO BE SAME AS J (n °J.° (2) ® TOP & BOTTOM, (1) wo- TYP. AT EACH SIDE OF AV Q Q --� STAGGERED ® 12" O.C.; a e e UTILITY POST (1-2092) o o Q TYP. AT EACH SIDE OF AV 8-2108A 1-2044 Q z UTILITY POST (1-2092) e e 2-1/2" ANGLE BRACKET (8-2108A) FASTENED ;�LTYP. AT EACH SIDE LLJ L.LJ 1-2080A WITH MIN. (4) #8 x 1/2" TEK SCREWS NOTE: HIGH WIND CONDITIONS MAY z 0 THROUGH EACH LEG OF ANGLE BRACKET REQUIRE ALTERNATE CONNECTIONS; WOOD RIDGE BEAM INTO UTILITY POST (1-2092) AND REQUEST P.E.I. ENGINEERING ON UTILITY POST W H-SUPPORT (1-2080A) ALUMINUM RIDGE BEAM 19B ALUMINUM RIDGE BEAM TO RIDGE POST CONNECTION U' � Q ON UTILITY POST SHEET10 OF 11 ,1.-2049 SGWOM DETAILS � 8-2004; WHEN SPECIFIED 1-2049 0. 1-2082 BY P.E.I. ENGINEERING La (2) #8 x 1/2" TEK SCREWS THROUGH (3) #10 x 1-1/4" TEK SCREWS THROUGH FLOOR EXPANDER (1-2056) INTO ANCHORS SAME WALL POST SUPPORT ANCHORING NOTES: LIPS OF WALL POST (1-2049) As DETAIL 20 BRACKET (1-2053) WEDGE-BOLTS p cc S <o INTO WALL POST FOR WOOD USE: MIN. (2) 3/8" DIAM. SHOWN (1-2049); TYPICAL o x 3-1 LONG GALVANIZED LAGS 1-2056 EACH SIDE WITH WASHERS y°W Q 0 o h'o0 FOR CONCRETE USE: MIN. (2) 3/8" DIAM. x 5� I a 4�) 3" WEDGE-BOLTS a� j (2) #8 x 1/2" TEK ° ° o L"a j SCREWS THROUGH FLOOR i zo a I N W J W EXPANDER (1-2056) INTO p i ��, N>o ° 1-2053 WALL POST (1-2049) MIN. (2) #8 x 1" TEK > o z �H a (2) #8 x 1/2" TEK SCREWS SCREWS THROUGH FLOOR o c='o z EXPANDER (1-2056) INTO m z ,'',o a vi ° THROUGH FLOOR EXPANDER (1-2056) 1-2056 GANGING POST (1-2082) ON a .. a 2 a 0 W c INTO LIPS OF WALL POST (1-2049) 22 WALL POST CONNECTION AT EXTERIOR AND ON INTERIOR s o t > V) cr 23 GANGING POST CONNECTION } 2) #8 x 1/2" TEK scREws 1-205s NON — BEARING WALL 11 AT NON —BEARING WALL o0 THROUGH FLOOR EXPANDER a Q 0 (1-2056) INTO WALL POST (1-2049) p 0:v z ^ o MISCELLANEOUS ROOF DETAILS N .T. S . 20 WALL POST CONNECTION , DOUBLE I—BEAMS •0 �� AT BEARING WALL 2-3/4" WIDE FOAM PANEL #8 x 1/2" TEK SCREWS, ® HANGER, �� o SPACER BETWEEN I-BEAMS z c 4i 0 (1-02178) FASCIA LOCATION, ® 1/3 POINTS BETWEEN --' a W HANGER AND FASCIA BUT NOT MORE THAN N a (4) #8 x 1 ' TEK SCREWS ON EACH CORNER AT Top---] -3/4i 4' O.C. MAX.; TYP. i TYP. ----� '-' � c7ciWd W V i W 1-0114 1-0114 i oWo =<�Wse 1-2079A 6- (2) #8 x 1/2" TEK 1" TEMPERED INSULATED 3", 4-5/8" OR FVROOF �• �;/%; ,�`��11 SCREWS PER STRAP GLASS ROOF PANEL PANEL (3" SHOWN) �W=B_ "`�_12 �_ LOCATE SCREWS ON sEc10 SHOWN WITH DOUBLE I—BEAM 3" 4-5 8" OR 6" ROOF oW� oW SCREW LINE OF ��-�'f i c�`3 >ZWGN HEADER SUPPORT 8-21 1 1 Yo W W W W, FOR REINFORCED HEADERS ; =<`=_W ==W<m� 8-2004; WHEN SPECIFIED (3) #8 x 1/2" 1/4-20 x 5" HWH "BLAZER" SD5 TEK SCREWS W/ _ '^_=W BY P.E.I. ENGINEERING TEK SCREWS CLIMASEAL FINISH AND WASHERS (3" FOAM ROOF)coo ° THROUGH HEADER =u �¢ SUPPORT 1/4-20 x 7 HWH BLAZER" SD5 TEK SCREWS W/ a o =a (2) #8 x 1/2 TEK CLIMASEAL FINISH AND WASHERS (4-5/8 FOAM ROOF) SCREWS THROUGH LL PO ) INTO W 1/4-20 x 8" HWH "BLAZER" SD5 TEK SCREWS w/ W O a W o LeW HEADER SUPPORT WALL POST CLIMASEAL FINISH AND WASHERS (6" FOAM ROOF) (1-2079A) INTO (1-2049) (SPACING PER HIGH WIND REQUIREMENTS) LIPS OF WALL POST C ONTACT P.E.I. ENGINEERING ENLARGED DETAIL Q (1-2049) Q _ 1-2049 1-0214A Q 21 HEADER SUPPORT TO WALL POST 8-0051; FOR 3" ROOF ONLY Q z > > CONNECTION AT BEARING WALL 1-2079A 12" 1-0238A z cl 0 _ Ec11 HIGH WIND FASTENING OVMAX.NG �--- W 7 AT HEADER SUPPORT cn > i Q SHEET II OF II 1 MARSTONS MILLS ~1, e z 0 ,p } pp, A.M. 028 gyp,, PAR. 104 O A.M. 028 PAR. 001 �00' ® o ® 74 Fe "6 khm " LOT 1 LOCUS MAP A.M. 028 SNE� PAR. 102 PLAN REF: 277/66 DEED REF: 1964/230 •O,�,c�0 �� ' AREA=1.06 ACRES ZONING: "RF" 30'-15'-15' . ASSESSORS MAP: 028 PARCEL 102 vo ,c3 'o. ^ FLOOD ZONE: "C" %`Q�OP GROUNDWATER PROT. OVERLAY DIST. -_ 2—CAR _.GARAGE UPOLE -__ ,, - _ __ a� r O CERTIFIED _ = PLOT PLAN i LOCATED AT: #658 = Q #658 WAKEBY ROAD I = _ MARSTONS MILLS, MA. UPOLE \\\\\�� ,' ' �% sEP�cp�' -- O PREPARED FOR APPLICANT: \\o �, Q�R 30.9' KENNETH A . 124.0' WEBSTER 7�\\ OCTOBER 7, 2007 \\\ oo. .' A.M. 028 os\t�`�is FM4Ss�; SCALE: 1"=30' \ PAR. 103 : P� F9F 0 1`\`— �� ' �, ' STEPHEN� G^ ► 7 \\\ } DonE N MacDougall Surveying & Associates 4/11 �.�OP P.O. Box 2428 '� Mashpee, Mo. 02649 PH. fax �508�419-1086 508419-1087 4 email: macdougalisurvey@comeast.net SHEET 1 OF 1 J#1121 MARSTONS MILLS C , �p pp, A.M. 028 gyp, PAR. 104 A.M. 028 -y6 ^n•.r L PAR. 001 �10 �? 0 Z74 Feet LOT 1 LOCUS MAP A.M. 028 `sue S\�Ea PAR. 102 PLAN REF: 277/66 DEED REF: 1964/230 AREA=1.06 ACRES ZONING: "RF" 30'-15'-15' �� , ASSESSORS MAP: 028 PARCEL 102 FLOOD ZONE. "C" �Q� LPG ,�• .Q GROUNDWATER PROT. OVERLAY DIST. -= 2—CAR -= o v �}— ''' - GARAGE _ UPOLE __ CERTIFIED PLOT PLAN ` ��' p�\ ''' `• -_#6 5 8 = `Z , LOCATED AT: #658 WAKEBY ROAD MARSTONS MILLS, MA. _ -- UPOLE \\ ,e� I I/SEP�`GpR� __- --- \��' i /� 30 9' 0 PREPARED FOR APPLICANT: 7� a\\0, KENNETH A . 00";\ 124.0' WEBSTER OCTOBER 7, 2007 \\ o. ,•' A.M. 028 ?,jrk rF f"S ,'. SCALE: 1"=30' PAR. 103 . :r `:9 ti . STEPHEN O \\\ �- 4 C'YLE MacDougall Surveying `' & Associates t. P.O. Box 2428 Mashpee, Ma. 02649 PH. 508 419-1086 \ fax R08�419-1087 email: macdouaallsurvey0comcast.net SHEET 1 OF 1 J#1121 i i I PtA TpN( LOAN•• Flll fe V \ BOX • 'I' z, hum ►000— GAL. 4 GAL. , •. PRECAST OR i \ `� ,. •--- " --~` -d c7 �, `� \ \ SEPTIC 6 BLOCK I c, • 5 `J� \ �t '� \ TANK I;'. , • SEEPAGE PIT n _-- � •e ♦e 0 Q z0, MINIMUM FOUNDATION I , I /e WASHED STONE ( t I \ 10 �- ELEVATION $KETCH \ SCALE I"= 41 ( \ \ I • 4,,("7-/� Ti✓.p-r TiYod� .5 re t~/C Cee IC Try& { I a / 1 4:)F 7is'A 7 W/V o F Bh'�'�i"�7"h�•c3 G �� IY1 i9 S.f o t; OF 4iar ,LAMES (u#, LAPSLEY 1p No.2259'40 O d a p�ta `■ - . _ V1 �tH OF c. `Y E , / Rr".NWI(;1( C _ Il i R. NIJI C;{A P MAN a� li , . �fiC>r�^.dr�rt?S • = ,�i �.��. CaAR '$A+ai. gd,tLdr-st� it frJi>w, l3� i.o ..AI7i.E' GArc. t ,�i.ot«r `:9r. '7s�r5Ys7'Err� to , / 8?3 5 or �•. �. 5 c y,p.d/s F - 470 1 ck j h �rvL►iiiy /00 k3 J,r` } i f P 1=Os +:,aaa-rsauQ, c. 3 Gc.0 C0 -77 firT AA.9C _ '. r�rs . . . Y ELEVATION SCHEDULE 1 PROPOSED SITE PLAN • �T 1 INV AT FOUNDATION pT� r tlwAtt SYSTEM otsloN 2 I NV INTO SEPT TANK O I •V �_' _ �p-fit N 3 1 NV OUT OF SEPTIC TANK X 4 I NV 'PTO DISTRIBUTION BOX SCALE I G CDC.-rd 19 "7 C SCALE , 1"= 4' 5 INV OUT OF DISTRIBUTION BOX ►RNa. NATIR c Wit- -' 6 INV INTO SEEPAGE PIT .;'r CAPE COD SURVEY CONSULTANTS 132 TEST BY : dtir- ►•� 46 dN0 ROUTE TOWN INSPECTOR: 1'�YJL/!��'f�y it�? * '-" %f T BOTTOM OF PIT _ 1�e% r< Hsuavry ,M MASS. lM�KHOf OPERATOR �- L .4��'' • olyulo« wsro« uRvcr co«curt•«n, ��a 91MMADE ON /—� et—' Z`�'2 �.,.: A. BOTTOM OF STONE LAYER i J mow. f B-B 14'41--- CV Cut existing -- ---foundation to allow for new door installation x 8 Header Proposed n� --- Additional Existing n N Existing Garage a House Garage 14' x24' I I l I I 2 LVL Header-___- I --T-0" - -- 71_0�� -- _ _ Proposed Floor Plan 00 � 6o& &B i l Name; Ken Webster 658 Wakeby Rd Scale; Drawn By; Sheet No. 1/4"= 1'-011 Ransford Bawa 15 Scituate RD Mashpee MA Date; 12 - 10 2007 02649 Proposed Addition Existing House. 141-011 X � w = , Co o s Match Existing Roofing I _ 0 [3C3 0131MO ca OE313 13IM13 Eh Xw w rn ca-X [31MIMIM. [M131M13. CK31M� 2w IF===a t I I j Front Elevation ;; � 4 -C 0- 00 2 x 8 Rafters @ 16 o/c 06 (D � ca o a c � i Mn �o - 7 x 1-7/8.x14 " Lam Beam M w (Contractor To - Match Existing Siding Size & Connection Left Elevation Pro osd � f Name; Ken Webster 658 Wakeby Rd Roof Framing Scale; Drawn By; Sheet No. 1/4"= 1'-0" Ransford Bawa 15 Scituate RD Mashpee MA 02 Date; 12 - 10 - 2007 02649 -------------- 2X4 STUDS 16"O/C 1/2 EXTERIOR --- - 'WALL SHEATHING 4 CONC.SLAB SIDING PER PLAN 2X6 P.T. SILL w FINISHED GRADE - - ---- a 14-0„ ao ra Fill �r /2"X10"AB'S N d a ° a 00 v 14" �I A A ---- - -- Foundation Det . il " A-A VAI C) INA CONTINUOUS RIDGE VENT---___,.. 1-7/8"X 14"LAM BEAMS (CONTRACTOR TO VERIFY SHINGLES WITH ICE�. -- ----..:.SIZE AND CONNECTORS o 7 AND WATER SHIELD NEEDED) v 7T TO CODE 1/2"ROOF SHEATHING 9'-0" 2"X 8"RAFTERS 16"O/C HURRICANE CLIPS —2"x 8"CEILING jOIST@ 14-0 \ ` 16"O/C V'X 8"FASCIA SOFFIT&FASCIA Foundation Plan _ ------------2"X 4"TOP PLATES Proposed) 1/2"EXT.PLYWOOD-- 2"X4 FRAMING 16"O.C. 2"X4"BOTTOM PLATE -- 2"X6"TREATED - SILL PLATE SILL SEAL � 4"CONCF ETE SLAB GRADE ANCHOR BOLTS II III III ill II_I a (AS PER CODE) HEIII_III III_ FOUNDATION WALL--------., BACK FILL Name; Ken Webster CONC. FOOTING -- 668 Wakeby Rd Scale; Drawn By; Sheet No: Section B-B 1/4"= 1'-0" Ransford Bawa 15 Scituate RD03 Date; Mashpee MA 12 - 10 2007 02649