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HomeMy WebLinkAbout0031 RIDGE TOP ROAD�, '1� ;� � ���� t,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /`r�Z. Ma Parcel p�. �� Permit# �0 7 Health Division 'Rll `fit a c� - Date Issued ®Z Conservation.. Division r � �� Application Fee Tax Collector — "©off 2�9* 2' Permit Fee 35�- -�7y Treasurer '®� SEPTIC SYS T EN1 MUST E2 INSTALLED IN COMPLIANC Planning Dept. F WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AN[ TOWN REGULA,'ONS Historic-OKH Preservation/Hyannis Project Street Address 3f JZL� J Village C,@ I Owner ¢ Address / Telephone i cd , 73& Permit Request d /O k/moo Square feet: 1 st floor: existing proposed 12 6 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �}U 6-;00 Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family M.- Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: Ofull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing neew/ Half:existing new Number of Bedrooms: existing newer Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size j - Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: --3 a� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ,�, ry Commercial ❑Yes ❑ No If yes,site plan review# Current Use �� Proposed Use (—"/,I—'ej)" c r BUILDER INFORMATION /� Name �' G�i1�Ca,,,,,,�� � ,`S � gyres Telephone Number (� o s-) Address ,S-Sc-j �/� �� f� �i/of License# es o7z z-4/ Home Improvement Contractor# Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO X 1C. `�is�r�r�►s SIGNATURE DATE �l ez-- FOR OFFICIAL USE ONLY %r PERMIT NO. f _ r a DATE ISSUED ' r MAP/PARCEL NO:` ADDRESS k VILUAGE OWNER DATE OF INSPECTION:/ ,Jy FOUNDATION FRAME • �' `INSULATION FIREPLACE t t � ' ELECTRICAL:. ROUGH FINAL- PLUMBING: ROUGH.. x FINAL/` GAS: ROUGW7 ;r FINAL r 1 i, FINAL BUILDING DATE CLOSED OUT €' ' r , ASSOCIATION PLAN NO. ` 3 �°FZHE l° Town of Barnstable Regulatory Services � f BAMSTABLE. Thomas F.Geiler,Director 9 MASS. g 1639..�a`0 Building Division Tom Perry,Building Commissioner 200 Main Sheet, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 00 464stimated Cost �a Address of Work: Owner's Name: Date of Application-_ ®Z I hereby certify that: Registration is not required fai the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: ate Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav The Commonwealth of Massachusetts Department of Industrial Accidents finer of/nsesffoamons 600 Washington Street G Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: location: 1 � ' `� phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole r netor and have no one w/oG%r aitun %/���%%%%/////////%////////%/ rovidin workers' co ensation for my employees working on this job.: ::::: : : ::: :::: :: :::: :::::: I am an em to er g mP :.::..:.;:...:.::. g�EeSS �. lnstiiranCe co<: ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have ' o ensation olices: efollowm works mP ...............p........:.::::::.:::::.:.::::.:::::.;:.;:..:::::,:::::.::::::..::::::::::::.::::::.:;::.;:.;:.::::::::::::::.:::,:::.:::::.:;..;:.;:<.;::::::::::::::..::;:;;.>:.:<;.::.:!:;.::.;;;::.<:>:<:>::>: th g......................::.:::::::::::............:.::.:::::::...........:.::::::..:.::::........ .::::.:.:::::.. . ::.:.::::::::..:.......... :.:::::::::::::...:................... ::::.........::.:::::::::::........ IX com an ;'name. . ::. .:......::::.: ..:: . .:..:. add'rV x .::::...:. .............. ..................... �{ .................. .;:.;;:.;:.:;:.;;;:.::.;;::::;:.;:;<.:; ;::::::;:tit:::°%::2:::: � :t::: :>:: ::::;<i:::;:::>>:::>.:i::;:ii �lo il. ................. :v%•n•n ;'};(:4`:i`•:�(':;iCl;r;;,+;: "yi)i:<:::�iii:i!:�ijii:ti?iii`;:C!C:}i:<'': isiii:i;+i:fi:ii:i��iiii:%'Si:!h:'iii: ^'X Y•ii?:::'z'�::�i:>.+::y}';};.:.�iiiii:•i:^i'li::iiii:?i:v::y?±iii:i}isy:`:�:2�:•i............................... .address; ... :::::.:.... .:::...... ..... "fl sae ... ....... ;jy ': c ;i%i%;fit';i%':":'{c;}[x:; >[;c?•,•;y:,::+:<`::c!n:•<:<:•>;:;c::;::::. mnrance ca. � FaStn a to seem a coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a Sae up to S1,500.00 and/or one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Ste of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby cerd the ns and penalti f perjury that the information provided above is true and eorr cd d� 1 Si Date gnature Phone# Print narne official use only do not write in this area to be completed by city or town official permit/license# ❑Bunding Department city or town: ❑Licensing Board response is required ❑Selectmen's Office ❑checkif immediate ❑Health Department contact person: phone#; ❑other 0evved 9ro3 pray Information and Instructions requires all employers to provide workers' compensation for their Massachusetts General Laws chapter 152 section 25 equar employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including theI.legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pe��rmrtllicense number which will be used as a reference number. The affidavits maybe reta rm to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: ' The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 I RESIDENTIAL BUILDING PERMIT FEES . APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _square feet x$961sq.foot= ��Sa 0 x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.> >120 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >150 sf- 1000 sf 75.00 >1000 sf- 1500 sf .100.00 >1500 sf-Same as new building permit:: square feet x$961sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= — (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 - (plus above if applicable) Permit Fee I A Y8' e QyI7/!)L09LCCJG'Qll/t Q > ����J;IIIC'-/7.CI JB� BOARD OF BUILDING REGULATIONS License: -CONSTRUCTION SUPERVISOR Number: CS 076261 e� Birthdate: 11/13/1964 Expires: 11/13/2003 Tr.no:. 76261 Restricted To: 00 JAMES MCCORMACK _ PO BOX 564 WAREHAM, MA 02571 Administrator I Board of Building Regulations and Standards . One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 117565 Type: Supplement Card Expiration: 10/19/02 PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD. �� f TAUNTON, MA 02780 Update Address and return card. Mark reason for change. Address 1-1 Renewal F I Employment Lost Card �`�-\ ✓fie �JomUn2arzureallL Q!�l�7aaoacludelt Y _ Board of Building Regulations and Standards !=— 7•i�- g g License or registration valid for individul use only 'I HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 117565 Board of Building Regulations and Standards One Ashburton Place Rm 1301 Expiration: 10/19/02 Boston,Ma.02108 Type: Supplement Card PATIO ENCLOSURES INC JAMES MCCORMACK 500 MYLES STANDISH BLVD. �� �C�,_+, / C sf TAUNTON,MA 02780 Administrator �' '___ Not valid without signature to 69-:r RIDGE TOP �r ROAD CD 0 moo, ti OPEN SPACE 5� 0� 0 N55 3744"W 110. 00' _ �6 I LOT 3 36.071 z�C� N LOT 2 � E ' 54 p0 00 OPEN i 56850'il SPACE 65.00 BLOOD. ZONE "c"_ FO UNDA TION CER TIT ICA TION RES ZONE. TO WNBARNSTABLE SCALE.I"=4 0 PL.REF.-430 11 ELE V N/A I CERTIFY THAT THE ABOVE FOUNDATION IS LOCATED ON YANKEE SURVEY CONSULTANTS THE GROUND AS SHOWN, AND . -"A °` �' '`' 143 ROUTE 149 P. 0. BOX 265 IT'S POSITION DOFF__ PAUL MARSTONS MILLS, MASS. 02648 CONFORM TO THE ZONING LAW MERiiHEW Ni TEL. 428—0055 SETBACK REQUIREMENTS OF wa slogs FAX 420-5553 _ B_AR/NS, TA,BL_E_____ ------ JOB CAI LANQ� JOB PA UL A. MERITHEW DA TE. �1�93 1vvAfBER 50241 FND FROM (MON) JUL 8 2002 10:01/ST. 10 :00/NO. 6323603049 P 2 A ORD CERTIFICATE of LIABILITY INSURANCE OPID c OATE(MMIOom) AT1012 07/08/02 PacDUGEa THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The James B. Oswald Campany HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1360 Fast Ninth Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Cleveland On 44114-1715 Phones 216-622-7400 Pax:216-241-4520 INSURERS AFFORDING COVERAGE ENSURED —._._._..... .. .. INSURER A: American Motorists Ins. Co, Patio Enclosures, Inc. INSURERB: Lumbermens Mutual. Casu*lty Co. ALL LOCATIONS Corporate addr aa• INSURERC: 700-120 Bast X 56-2 2 INSURERD: )M ocaddonia OH 4 02111R INSURER E: COVERAGES THE POLICIES OF INSURANCE LI$TED 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 OOCUM$NT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1$SVEUECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LOUTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR LTR TYPE OF INSURANCE POLICY NUMBER DAT AMID DATE TION' _ "LIMITS _ GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILIYY 3HOO1323300 07/05/02 07/05/03 FIRE DAMAGE(Anyone fire) $ 50,000 CLAIMS MADE a OCCUR MED EXP(Any one person) S 5,0 0 0 PERSONAL BADV INJURY S 1,000,000 GENERAL AGGREGATE $2,0 0 0,0 0 0 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO 32,000,000 X POLICY LOG Emp Ben. 11000,000 AAJTOMOO&E LIABILITY A X ANY AUTO 3Dt.T81322300 (ADS) 07/05/02 07/OS/03 COMBINED;INGLELIMIT (EaaWdenl =1,000,000 ALL OWNED AUTOS P3903885400 (TX) 07/05/02 07/OS/03 BODILY INJURY f RY SCHEDULED AUTOS F3R03885SOO (NY) 07/05/02 07/05/03 HIRED AUTOS BODILY INJURY NON4wNED aur03 (Per aodeenl) i PROPERTY DAMAGE _ (Per ec6denl) GARAGE LIABRRY AUTO ONLY.EA ACCIDENT S ANYAUTO EA ACC $ OTHER THAN AUTO ONLY: AGG = EXCESS LIABILITY EACH OCCURRENCE S5,000,000 H X OCCUR G.►IMSnuDE 3zA00037000 07/O5/02 07/OS/03 AGGREGATE $ 5,000,000 S DEDUCTIBLE t RETENTION S E WORKS"COMM&ATTON AND X ER TORY LIMITS A EMPLOYERS,LIASIUTY 35010633000 07/05/02 07/05/03 E.L.EACHACCIDENT $ 500000 E.L.DI$EA$E.EAEMPLOY $500000 OTHER E.L.DISEASE•POLICY LIMIT S 5 00 0 0 0 DESCRWTION OF OPERATMSILOCATION&VEHICLES/EXCLUSIONS 4DDEO BY ENDORSEMENTISPECIAL PROVISIONS workers Comp*nsation is applicable in all states except Ohio. CERTIFICATE HOLDER N ADDITIONAL INSURED;INSURER LETTER; CANCELLAYION 13L MCZ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL -Q—DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REP TATIVESv AUT R R RE9ENTA ACOAD 254(7197) ®ACORD CORPORATION 1998 f _7 •r'T1Tassaclitutsetts�State:I3uil�.ing.`Godc(730_CItiLiZ;'A.p�icitclii::JScctionJJ1'.12�3_1)"�_ The itilassachusetts State Building Code (730 C,V R) includes provisions to ensure that houses and house additions meet energy efficiency standards. Tlris supplemerital CONSUMER 1NFORiMAI-ION 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 ulass to opaque wall, seeks to utilize a CD special energy conservation exemption option for "sunroonr" additions to an existing house (730 CNIR, Appendix J, Section J1.I.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 Oazing, 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 "sunroonr" addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and constructiorr/irtstallation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a "sunroonr". 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 mid reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSWEILMONS 1U, LATED TO "SUNFZOOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gaslcedug materials/seal durability and/or weather tightness of the sunroonr • Adequate ventilation - Operable windows and fans • Applied Shading Systems • Insulation level in floors, walls, and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency, Zoning and Coutrols F3omeowner Acknowledgment The Massachusetts State Building Code, Section J1.1.2.3.1, 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 "sunroonr" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that sire/he has read qre information in this document concerning sunroonr comfort and energy conservation. signature ctual Building Owner Date 'rintName Address of Perinittea 1)roject Lk -I�y l� )weer Address (if different than project location) Owner's telephone number h � By Date / Sheet ofz Patio Enclosures, Ind. "AlIView" Rooms, "ComfortView" Rooms and Solariums Dead Loads Roof Systems: 3" Aluminum-over-Foam: 1.35 pounds per square foot 6" Alumnnim-over-Foam, 1'hree-Piece I Beam: 1.84 pounds per square 6" Aluminum-over-Foam, One-Piece I-Beam: 1.89 pounds per square foot Integral Skylights: add 30 lbs. for each skylight used Wall Systems: "AllView" Units: 20 pounds per lineal foot "ComfortView" Units: 35 pounds per lineal foot "CV 2 Units: 42 pounds per lineal foot Solariums: Glass & 3" Glazing Bars: 4.31 PSF Glass &4" Glazing Bars: 4.39 PSF Glass & 5" Glazing Bars: 4.51 PSF Glass & 5" Glazing Bars with 4" Steel Inserts: 5.86 PSF CERTIFICATION: I hereby certify the following: 1. I am in responsible charge concerning the data contained herein. 2. The data contained herein is true and correct, to the best of my knowledge and ability. 3. I am qualified to prepare the data contained herein, based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the.data contained herein, to which I affix my seal(s) below. Signature Date Registration /�/A S_ 14 2E TT, ze,��4 Z� LtN OF Af.,SS9 0. G KARL A.' `nc�A SECT32PETEI RINAS m CI L 78 PT R r S _ FS IO 6NG PEI Engineering Section 32 By Date s/ Sheet 2 of 3 Patio Enclosures, Inc. "All-View" Rooms, "Comfort-View" Rooms and Solariums Snow Loads (1113 Nec Cf,. ��o) References: BOCA NBC Ch. 11, ICBO UBC Appendix Ch. 23, SBCCI SBC Ch. 12 SINGLE SLOPE ROOFS d5lidin91361CIS4�Y vtrnn,9 10 -p ,-Z0� rf01. {C Id'-Z�'�ro1. One-Story Adjacent Stricture Two-Story Adjacent Structure Ground PSF) Load Basic (PSF) Duffing & Sliding I X (ft.) I Overhang (PSF) Intensity (PSF) i 20 14.0 39.4 6.76 14.0 30 21.0 48.3 7.72 21.0 40 28.0 57.2 8.52 28.0 :Z� (- GABLE ROOFS verinr.a ernan9 y basic Wi T/F. IQ'-ZZ' 'rJid �c ;r- �Ia,-Zzd+h Unbalanced Load Balanced Load 1 Unbalanced Load Balanced Load I Ground Snow Load (PSF) Basic (PSF) Sliding (PSF) Basic (PSF) Sliding (PSF) Overhang { 20 ( 17.5 5.6 14.0 5.6 14.0 30 26.3 6.9 21.0 6.9 21.0 j 40 35.0 8.2 29.0 8.2, 28.0 Notes: 1) Overhang is maximum 12" �1H OF A+1S 2) Sliding snow is from upper roof when applicable 3) Roof Load is the greater of Snow Load or 20 PSF Live Load 0 KARL A- Nm� RINAS N CERTIFICATION: I hereby certify the following: CIVIL 4067 -e 1. I am in responsible charge concerning the data contained herein. 2. The data contained herein is true and correct, to the best of my knowledge and abWi 3. I am qualified to prepare the data contained herein, based on my owcatior. and experience. edu 4. I am an actively re . tered professional engineer in the state(s) Navin jurisdiction over the application of e data contained herein, to which I affix my seals) below. Signature Date ��- �� '1 Registration �BC.]2t8.PEZ PEI Engineering Section 32 Confidential ' I Revised V94 O r • B/ - Date Sheet of Patio Enclosures, Inc. "All-View" Rooms, "Comfort-View" Rooms and Solariums Wind Loads References: 1993 and 1996 BOCA NBC, 1991 and 1994 ICBO UBC, 1991 SBCCI SBC, 1994 SBCCI SBC, ASCE 7-93,ASCE 7-95. "Components and Cladding" or "Elements and Components" EQUIVALENT DESIGN WIND SPEEDS E uivalent Fastest-Mile Wind Soeed" ! Load NBC 1991 SBC ASCE ASCE 1 Description Used Exp. UBC UBC 1994 7-93 7-95. (PSF) B or C Exv.B 'Exv.C Coastal Standard SBC Exv.C Exv.C Outward @ Walls 18.0 73 97 74 67 86 79 71 74 Outward @ Walls Adi.To Corners 25.2 75 103 78 74 96 87 74 78 1 Outward®Roof 16.6 75 89 68 65 83 76 70 75 ! Uoward®Overhanz 43.2 90 98 75 87 >100 >100 90 91 1 Uoward®Overhang Comer 43.2 74 98 75 74 85 85 72 72 MAX.DESIGN WIND SPEED N/A 1 73 89 68 65 1 83 76 70 72 1 EQUiV.,3-SEC.,PEAK GUST N/A 1 .87 105 82 78 1 98 90 84 1 86 *If framing members are considered "elements and components" **Job specific analysis required for all coastal installations NOTE: ASCE 7-93-methods are acceptable for nationwide application CERTIFICATION: I hereby certify the following 1. I am in responsible charge concerning the data contained herein. 2. The data contained herein is true and correct, to the best of my knowledge and ability. 3. I am qualified to prepare the data contained herein,based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having Jurisdiction over the application of the data contained herein, to which I affix my seal(s) below. Signature Date Z Registration T H OF A7gSS 410 O KARL q (P U RINAS m CIVIL 40676 'PO SAC T-E SECM2FE-M AL PEI Engineering Section 32 'Confidential* Revised 7196 r 4 '• /Y/ (y�' Assesso,!s office(1st Floor)- (-/'�/ et M I Asfbssor's map a d lot number D �°J/�c G G� 4 'NSTALLED IN COMP6.1 Conservation \ ---� a��e��� EHVIH ITH TITLE 5 ® Board of Health(3rd floor): � ��C f Y® �(�((�`0D j .3TAX A Sewage Permit number LATI®�, rua Engineering Department(3rd floor). �/ o s639. House number ��sir Definitive Plan Approved by Planning Board _ L IF7 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING _INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION v z `z 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location G f Z41 X2 Uzt Proposed Use Zoning District C(U. ; ' Fire District �� Name of Owner 6� C S A�,,n.i�� C T&3 S - Address �• D � �O � � �p i Name of Builder ` Address — Name ( t t Name of Architect Address Number of Rooms 7 Foundation Exterior ( C • S Roofing ` t 19' Floors C -Ip Interior VA- Heating -f-'H V-) Plumbing Fireplace Approximate CostV, � Area Diagram of Lot and Building with Dimensions Fee r i 5 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above con ction. Name gaz 5� Construction Supervisor's License /6 L �� McSHANE CONSTRUCTION �5W `, 0�� 35641 Permit For 11 Story Single Family Dwelling fJ Location Lot .#2 , 31 Ridaeto,p Road Cotuit Owner. 'McShane Construction r Type of Construction Frame ` Plot ' Lot - Permit Granted January 2 9- 9;, 93 J Date rmwdgiongw C -3 1 gop Ll Date Completed �7 �(�,L 19 w 211 RIDGE TOP - � \ ROAD o tv f1 OPEN SPACE 0� 0• N55 3744"W 110. 00' — �6 LOT 3 O 33 6' 36 A O ti LOT 2 0)00 ��E 0 8A" 00 0. OPEN sg8°50'11 E SPACE i 65 00 FLOOD ZONE "C"_ FO UNDA TION CERTIFICA TION RES ZONE: "RF" TO WN.BARNSTABLE SCALE.•1"=40 PL.REF.-430 11 ELEV N/A I CERTIFY THAT THE ABOVE FOUNDATION IS LOCATED ON YANKEE SURVEY CONSULTANTS THE GROUND AS SHOWN, AND OF Qs�� 143 ROUTE 149 P. 0. BOX 265 ITS POSITION D0� PAUL �� MARSTONS MILLS, MASS. 02648 A. CONFORM TO THE ZONING LA W � MERITHEW � TEL., 428—0055 SETBACK REQUIREMENTS OF No. 32098 o FAX 420-5553 BARMSTABLE____ o�F� '�FCIS1Ett�o Qa�a --- — soroat ta�aoSJ JOB A UL A. MERITHEW DATE 1�93 NUMBER 50241 FND THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) Im ^�c� C DATA Pr I W:, TOWN OF BARNSTABLE 35641 I r Permit No.... } BUILDING DEPARTMENT Mrr7 t"► o I TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond hitil ' 8 ��44PLL 1� ' CERTIFICATE OF USE AND OCCUPANCY '" t$I trr,�t 4,Yv 4 1 , Issued to i c n r r 3 vii Address ',f USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED':.UN x sr SIGNED BY. THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE ;,WITI• `;,"I TO 4 nrJ REQUIREMENTS AND [N ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS:S'�'A BUILDING CODE.tF. q i' 7Y Cww• + r .:� l I ... 11 r �6 I. r. . ... I r) .......:......... ..�..�./'.�..`.�..� .. rUy1Ay ........ B ing Inspector �r M ! I t 3� I4.NC , J Y' PAYABLE TO: TOWN OF BARNSTABLE BUILDING COMMISSIONERS OFFICE y McShane Construction DATE 1 P.O. Box. 618 1 Cotuit, MA 02635 ACCT.# O/11 o ,�2Ou 4� I, AMT PO# V APPROVED BY j 1 + y a 1( ! rt 2 , 0 4y s!I riY r Y' n 5 -TOWN OF BARNSTABLE, MASSACHUSETTS B U I L D II I G PERM l` f. DATE <.:.,. .,....i: ...;,'i r 19 93 NO ERMIT r APPLICANT `")''i f. P . +`.�s�,� 35641 7 ADDRESS tS!r:�'7`•,a! 001.�Sn�.. r (NO.) ('CONTR'S'LICEN5E1' r (STREET) r NUMBER OF .PERMIT TO 1"S i. _..�.li '�1,•J fi�-..L.Ti. !.;�' C :.)r. DWELLING UNITS STORY " i (TYPE OF IMPROVEMENT) NO. (PROPOSED USE)r I:., AT (LOCATION) •.I{�'- •' "tip'• �; ZONING L (NO ) (STREET) - DISTRICT_ R BETWEEN )CROSS STREET) (CROSS STREET) SUBDIVISION LOT --- — LOT _—BLOCK _SIZE _ BUILDING IS TO BE FT. WIDE BY FT. LONG By FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCT)( TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) I. REMARKS: iI r t' r ! Shy-!Tie- Covistr. I ! ^ S I l �a �lU. 'JV�. • AREA OR 4. 75 t, .VOLUME J{> +C; , L.. ESTIMATED COST ii U tit)L} •• r��� FEE PERMIT -/ 9 I (CUB(C•SQUARE FEET) � I _ II OWNER', ADDRESS a� r ��•L t3 s BUILDING DEPT. BY Y I FR`O'Kfi'YFT�'D EPARTF.•1ENT OF -PU9 LI C WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLIC ANT FROM-:.OF'ANY APPLICABLE SUBDIVISION RESTRICTIONS. M THE CONDITIOt,. MINIMUM OF THREE CALL ' t N_ INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON J08 AND THIS WHERE APPLICABLE SEPARATE, t. ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE R,EQUI.RED; FOR ELECTRICAL, PLUMBING AND AND i. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICALINSTALLAT)ONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBFINAL INSPECDY TION LATHE FINAL INSPECTION HAS BEEN MADE. 3, FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �,v HA"PING INSPECTION APPVAI ENGINEERING DEPARTMENT �, DOFH F� OTHER IlZe ------ SITE PLAN REVIEV,;10PP,^,•.UAL i� WORK SHALL NOT PROCEED UNTIL iHEINSPEC- ?ERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN I CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTE NOTIFICATION. *ME TOWN OF BARNSTABLE Permit No. . 35641 BUILDING DEPARTMENT I I'Lun I TOWN OFFICE BUILDING Cash (0f G493 7 .M� u ` HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to McShane Construction Address Lot #2, 31 Ridgetop Road Cotuit, Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. April 2.. , 19 93 ¢' Building Inspector rm ✓ Fm 00 t 00 e _ r i=RONT •y ELr 1-0 EVATION LE T SIDE ELEVATION scwc s - w cartnw,c wu¢Not s•�oww i r suue•v,-�.b. s :. corn GORA(L NOT � �1 ® a0-O _ ® - In '-I ® LLJ X �� ® � xrm:D uo0 N a U RIGhiT SIDE ELEVATION SHEET NUMBER. . .. _ COPNpyL GRAf£NOT 5N[MMtO REAR ELEVATION- co o„, r Nor LrZ1 LI FILE NAME- .. • OTT. DESGP.G'TIN W S ROUGH OPENPIG REMARKS KEY 'OTT. OE5GP.rTIONXT OO OR 5VE E REnARK5 WINDOW EXTERIOR D UL - m A ]] DOLBLE MINL 2 V Iq VI' ANpeRSEN 241G 1 l 0TET1-2 Lm 3'-0'x 6'-0' STANSEY K2 N ' B 2 pO11BLE ryOHL 26 ]5 V1' - ANOPRSEn 2432 2 STCa-9 111E• 2'-B'v 6'-0' 5TAtLLEY K1 o _ .." • .. •. w - • L t 51tYl1GR JD 5/B x 30 V2' VElLx TPS-1 STEII 2 '-0' STAI6£Y - I 1 5l1DER -0 6-0' MORLAX - -5 5 W LORC 2 '{' IlSEWOR 6 PANei ^L`1N ' DECK ,v. - - t. -c z nouow cone z {' rrtEaoR c PA1P1 I{ '{' MFRIOR 6 PANLL m N N 0 ] rygyOW LORL /-0 G'-G' MEPJOR BFOID A i M-W LORE B-0'x 6'{• NIEWOR BTOLO /J I�� �¢t^. B-0 _ B._,1• 5'-0' 1D I OVCRItEAD ss nouow.cone c'-0•x c{' rmwoR erDSn o_3 u1 O - 'O O Iv.w.I ® - •r .,.,.is dar.rusr BEGQY f me rrF wtED vooR .. 4 O BATH OR 22'{ ]'{• - G'-O' -SD'{1/2' Y 10'-t0 J//• T-10' 2'-0 J/' rf,• . ' II IUI IUI II J06B 9 LfM - RO w 5 x_ y O DINING Ll KITCHEN Rf. © ————— O — HALL A 2 OPTIONAL "a __ _—e—_ _M L J n II II I'II BD•LD. O B HALL O GARAGE r O�� O— --- sn�e w -------- — a I uu I III•• •• III llRll 5 - 011 5 BATH 3 ' 4 I 4 a s y0 4 0 LIVING BEDROOM #1 S BEDROOM #3 a 10 1 a O BEDROOM #2 ^ ^ I i FIRST FLOOR PLAN `2' 2- U I . SECOND FLOOR PLAN" LOLATE SONATIEEO M fY3D � .. LOHIHIWSRmCL VENT O RAr s mown um r - - N OB�E'PR OR EOIYL 5TrRAoAn .'-i f/r J•4 I._, ANTAvE1HrR: - ° ' TYPLLL ROOP LORSIPJLTIOfL. � A5P�E0 TOLMA AM�OII1N1 °U r y WS SPfW.T OOP 511HfJ.ES/VZ'PL OOD �- ATTIC SHEA,HHL.2 x B RAr„A5°' 6 OLl AT sLDrtn cEar,c - .,rf z T deor WALL TO LR ABp E 4D5 BEDROOM #3 S O Q) Ir) - AT 1c'OL. N OPTIONAL R® `ceneR°�`�ORUAPaon ns°ni�ruTcnon."* _ 'Q,Z O L._J - -L_J `' L_J L_J GARAGE wumue axorTr-A-own -�,,0 DINING LIVING wnDE c nAx smuts AT s ro wEAmeR. _ 'n .•00lGRETC sle - a , SOE Arm REAR[ILVATbnS/T10 OR V V Q . To owM/RfOM o EOILJ.®1DHL PAPER/1/A IlYW- -� - FULL veRreAD DO°1° �: _. � ]srsviRQ'r�uxnss�suinon•oL1 BASEMENT �OOR c�az O Q m Q I Q IkbP TO AT IL'OL. JC I 2x 00 FULL BASEMENT c�'t:� U 2'O'LOfGRBTE APRON - - J L2•oONL.iIIID 5Tm 4{• _ ]O'x.JO'x TO. (ALLY LOLIfN - _ DON[RCR LOL PAD /'• ° ` LOfIL.51A0 _ -B•GONC2Te wpLL SHEET NUMBER norz. L_j ... 1c x B'oonr.corn-Poo1Mc U � rourpArAND LpmRmrOR sryALL REV¢W FOUNDATION PLAN - - -1xx10ER `mI-- W/DP V`"`W`mDwS ". GROSS SEGTION FILE NAME, . 92117A2 - . D C d ti EXIhtIIJb o Hull Hill( lit W111 IT 11 111 N ALUM. U.AO FOAM fOOF �. D EZ . i UIJIf6 W/SCeEw W W -a 7� tEWWO 6LA66 K>,IEEWALL UIJIt j E�IISTING OECK ' 12' ' . 6-WALL ELE'VA TlQ�I -- 3" ALUM. C1.A0 FOAM WIU6 FAME 0.6. EX15tIU6 EXISfl�l6 tEMPMO 6LA66 ' 514 11 UQ1 5 W/MIJS 5� k tEMPEeED 61.0►55 _ KUEEWALL LWIt 10' EXISt1W6 OEGK 10 ' N . A-WALL UVATIQIJ _ 6-WALL ELPATIQIJ a Hof DRAWN I. ALL-VIEW (AVO eooM, S 0u foa IN Caoe. THIS DRAWING IS THE PROPERTY OF PATIO V06 2. twfeUGt EJJGLma ou EXI611m &K. ENCLOSURES INC. A 31 �IO6E fOP Q0. 11 RIGHTS RESERVED. DATE ENCLOSURES INC. S. NO HE{AAf,, FLIJMBIK oe �,E`C/ EICA,V�e�Av.E I. DUPLICATION OF THIS DRAWING IN ANr FORA IS /M}�(//�9 ® CMIL. MA.02655 Ufa 0.6< IN �R�6. LlALA�l l If) !SM IdILI eVmId C/fd AIAT nrne/FlTrft eeeie........ O�I 1- VY - sea el eeea as e a . 10 A Note: where2 shown. 10 �:. G M 10 Nots: Whirs2 — E _ shown. C Y: 10 e Required w/ Transom OPP. 3 Required w/ Transom OPP.. 2 2 2 2 OPP. 2 4 OPP. 4 2 B B O P. 0 ' C A 2 2 ' ' 2 2 ' OPP. — OPP. Single Slope Roof Enclosure Plan View Gable Roof Enclosure - Plan View Note: Where � shown, Note: Where shown. Note: Where shown. Note: Where shown. jU Required w/ Transom g Required w/ Transom g C Required w/ Transom v9FRequired w/ Tronsom A to 1a 17 17 D 1a 1a OPP. 11LA it I "8" Wall Elevation / -i"\ "A" & "C" Wall Elevation K-21 "B" Wall Elevation a "A" &. "C" Wall Elevation 4 GENERAL STRUCTURAL DETAILS FOR PEI `ALL—VIEW" THREE SEASON ROOMS 8 NOTE: Details on this sheet am also In section 500 of the "All-View Rooms Engineering Manual" 7 8 7 720 EAST HIGHLAND ROAD Typ cat �,Q$ (r$ , P.O. BOX 186 • MACEDONIA. OHIO 44056 Varies ® (218)468-0700 ►Ax (216)467-4297 8 SCALE: NONE DRAWN: RWK DATE: 04/30/99 9 9 REVISIONS J KAiiLA APPROVED BY: Conemle or Wood Floor `• � SIGNATURE P.E. REG. NO. DATE ' Footing sc Per Local Cods Footing Per Local Code r' Secflon A Secf1on 3 ALL—VIEW ROOMS LPF1NGINEERING — SECTION 17 SHEET: 1 A121 145 13 r. 11 ., o n p� 4 �:iqWall'f Palnb p �� q� O To q9 12 Expander O Floor 1 Sta ° O�� C. >�xTlat Senses Ylaw 8 S #Tx�tlrSld Sueaa.O} Badarn Each Side 14 as Expander 0 Hoar Mew A _ radar a Floor Vanes - . 6 TYP Cal t3 1 t rran, t i Wn. #e x 1/2•TEit Sa me O Bel. 1 1 iai t 1/ MIr. Rldgs Beam — is >< t/r'iE1t Sorsea a Tara -�!- ' Corner 8 #a x 1/r MX Screw O Top, (2) Anchor CNpieat) q Reiser Unft 1/3 Up 0 1/3 Dawn Bottom; Both Side• #8 x 1•-TEK Serena O Top, 1/3 Up O 1/3 Cam and Bottom. Conarshtt or Wood Flogr Concreh>t or Wood Floor Detai} 1 Detail 2 ' • Footing Per Local Code Footing Per Local Code .:' Anchors 0 cwrtw PatC `� •~•• i 11,C 0 x 1 1% into wood Use 4' 4 Qrhm-Ph Anchors At Anchors Ganging Section C Section Dconcrete Wo 1/4. 0 x Y Laq sea.. Into wood Uw 10 x 3 4 Has Head into wood Uss 1/4 0 x 1 1//4 Lq. Drhm Arahorx into Canards irdo Coo a x 1 1/4' 4 Drhro-Pin Mahare Post - 4x4, 4se, W, or (2) 2s4'a (4) #13 x 1/r TEK Serves, Anchors-4 Rrqutrvd O $s rag wall Notched.As itequhad To FR In Expondv 3x3 Exboded Alundnwn Pad (4) #( x 1/2 ids Seneca, 1x3 T116a (� Eeeh Side tx3 Tuba (4) #B x 1•TfX senses. �) Eacr sump e ) #e x 1' Tiit Serves. Expander O Floor (2) Each Side Expander o Floor ) 1f a x t TEK SMa� T..W O a Each side B Ati/ E Side- �' 1• x r xEa191;19e1 3/4■ 4 T. B Each ode (2)- 1 x 4 x t/e' x 1 3/4- Lg. Anchors. 4 Requtrad Total. F dpandar O Floor aP An�(2) Eacn5lda Tom' _ 1• x (1j xEodde1 3/4� Lp. / ors 4 Required Tad. (1) Each 9de (� Each Side (2) Each Side 1 1 tan. 1 11 r l0n, fFT r (2)-#8 x i/r TE!< G nging Between uetts (�- #e x 1' TEK senses O Match Ganghhg As Required (Top, tadd1e..de Bottom Ecatn Side T. K O B Each ee (4)- #e x 1 TEK serves, Notch Ganging An Required Te melee #e TEK Screws And Clip (4)- is x 1/r.1mc screws. Each side To in" #B TEK Screw And Op (4)- #e x i/2' TEK same. (2) Each Side ' (2j Each see Comer Post. Notched To FR Expander Detail 3 Detail 4 Detail 4 Detail 4 Anchors At Gar+alne Mohan A! Gorging Paden Ax Ganging Anchors At Gm"pq Use 1/4' 0 x r La Screws into woad Use 1/4' 0 x r Lag Serare into wood Use 1/4 p 3' Lag scrsea kdo Wood Use 1/4' 0 x 3• Lag Sce Into wood Use 1/4 0 x 1 1�' 4 orhrv-ft Anchors tnto Corm Use 1/4 0 x 1 1/4 4 DrNe-Pon Anchor into Concrete Use 1/4' 0 xx 1 Ile leg. M%v-4% Anchor Into Conerato Use 1/4' 0 x 1 1/4 re Lg. CrNa-Pa Anchors into concrete GENERAL. STRUCTURAL DETAILS FOR PEI BALL—VIEW" THREE SEASON ROOMS Fleshing Strnu:bxrsl SlaeOne Saahmt NOTE: Details on thls shoat are also in section 500 of the "All—View Rooms Englnearing Manual' Anehme O ,- Tab/Honger,AwmnbN �A 720 EAST HIGHLAND ROAD is x 1/2'• TEK serer•. \ EMMOSURES JI C. (2� �� CannecBng Panama P.O. 68 18B • WICEDrAx ( OHIO 44038 bft ® (21 e)488-0700 rAx (21 s)487-4297 Sbuehxvl siQeone seals NOTE: SCALE: NONE DRAWN: RWK DATE: 5/3/99 S�b1C The plans, elevations, sections and details contained herein are oFe REVISIONS :`•s`,;:: , :•i• \ in accordance with information contained in "Product Engineering <.:'�'•1'::'- "�'` Manual on 'All—View' Three Season Rooms" as published by Patio sw APPROVE. B Enclosures, Inc., Macedonia, Ohio. Umitations for product usage Pas YA Pad Pane are contained in said "Product Engineering Manual". See individual ���� D� job submittal for specific projections, unit widths and wall heights. tierna s Sidleg SIGNATURE P.E. REG. NO. DATE D eta i I s It Nacaseary _ _ A Anchom Use 1/4 If x r La. lag Serowe into Studs ALL-VIEW ROOMS Lisa 1 C pi x 1 11 g / Lag Shields �Z�-�O PEI ENGINEERING — SECTION 17 SHEET: 2 Into/Conente Blra k or9.8 tacit w �e x 1/2' TEK Itore.. : (2 Into I— learn Camroctieg Pond. T&M 9Qeotne sealant fa x 1/2'TEK Screws Thna One Side Of Each I-800n Into Header si #e x 1/2' TEK Screws RoeF Panel tl x 1/r TEX Screw. ... Roof Panel Reef Panel Staggered a 16' O.C. #e x 1/2'T8K Scants, 2 e Hanger, • (2) a Each I—Boom. (1) O Structu al Soca a Sealant 2 0 1/3 Pt& Bob000 t=da Location. der ae •:. Each End Of Header Each Side of F-Bsam % O Top (hP�) HandlerLoeatlonr (Mmr. 0 oc.) •� structural S lIcone Sealant .OZ4' 310—H774 Alum. The Fasda , _ #e x 1/r TER sorews At Ends. Structural SMGDM sealant le x 1/r TEK sorer O sttvabrret SlQeene Sealant 7/16. O.S.B.. T&B (opttwml) and n@ Gangiengs Ganging And Each End; CAP #a x 1/r TEK sarere. (2) Patrol Ca" Both si smmrne sealant O Each I--Beam. And (1) O P •CUP . is PCF EPs struaturel /8 x 1/2'TEK Svawa O 1d' O.C. Gktalrtq Tara VWurnlnurn i—Bsarrt Each End or Header 1/2' x 1' x ,/,d' ClotogL or Raining Dior Unit Frsn6tg Header Assamby Wrnq Panel- AhWmun Angle 1 as C de RagtBrm Yr Norninal 171, #a x 1/r TEK Screws In R°°f Panel And Out At Unit Ganging And At Each End. �tr x 1'TEK Screws a 18' O.C. Detail a Detail 7 Detail 7 Detail a Ridge Beam Size and III Membors as ampgred Remove Siding A■ Neasaary mrmarn FimNdrtg A. Required ,/tr" O.S. Glass, or j /,C// S+uetaad sgtemte sedartt r Nominal Thralataeo Whnq Pend '"'r 1/r x 1' x 1/18' cordtnuaus as Code Requires tmetLre 1/4' x 3' Lag Samoa Aluminum Angle Slft As Ru+frod GleWng Taps Staggered O Oppaslts Stelae ' #B x 1/r TEK wawa O ,ti' o.c. Glazing Cap is x 1/r nx screws O p��n O Tab at Hanger iuwnby Top, Mlddla. and Bottom. � ° Typ. Both sides ft! x 1/r TEK Sorerrs, #8 x 1/2'TEK Screws O Bath Side. o.c. Into ,—sawn Connecting #e x 1/r 7Eit screws O Ganging And Eaetn End: �i" Silleons�Saafant �no� TOB. 7yW is x 1' TEK Sawn a 1r o c. Ganging And Each End; Both Sidax Side Rail Of Rolling Doan Unit Bath sMaa. is x 1•TIIt screws Railing Door unit Frwning O tr .r Roiling Door Unit Fromrng D of a i l 10 Roof Penal AAknInurn'wing Anchorm An Use is x 1' TEK Serowe into Sheawng Detail tl Defail 9 We 1/r 0 x 1 Ilr 4 Nylon Anahare, -tap-le. Detail 1, or Equivalent Into Concroln Black or Brtek GENERAL STRUCTURAL DETAILS FOR PEI "ALL-VIEW" THREE SEASON ROOMS Ridge Boarn Slzo mW ## Members as Required NOTE: Detalls on this sheet are also In section SOO of the 'All—View Rooms Engineering Manual" Alundmun Fiaett4+g Am Required structual Sttlatxm sealant O 720 EAST HIGHLAND ROAD Ilex 3' Log Screws E�ICLQSUREB INC. P.O. BOX 186 • MACEDONiA@ OHIO 44056 o Ise a c. : (216)468-0700 rax (21 e)467-4297 Tab Hso W Anza nbly Sta99ared O Cppodts Striae 8 Swam x 1/r TEK screw. NOTE: SCALE: NONE DRAWN: RWK DATE: 5/1/99 Structural Into I—Beam Connecting Smcane sealant Panels; Tate• Typ. The plans. elevations, sections and details contained herein are OF REVISIONS in accordance with information contained in "Product Engineering � q • •Y '' Manual on 'All—View' Three Season. Rooms` as published by Patio .a APPROVED 13Y KAFI•f•�' �.ti=' Enclosures, Inc., Macedonia. Ohio. Limitations for product usage Fg HM are contained in said 'Product Engineering. Manual". See individual Roar tenet job submittal for specific projections, unit widths and wall heights. ` Aluminum Flashing SIGNATURE P.E. REG. NO. DATE An Required Defall 11 ALL-VIEW ROOMS 7 �� Z15Z OQ PEI ENGINEERING — SECTION 17 SHEET: 3 Extruded tildge Beam AssemblyRidge Beam Location. Wood.(Not Shown) Ridge Boon? Location. Extruded /Ihrmfnum (Not Shown) Hanger ( Both Slsuelvfa S l Siitoone alo Extruded J1h+rnkrwn Ridge Boom p. Both Stluebuel Smcoue Sealant •, ` ••. ► s •r:'��• Portion Portion SEnrcturol •t• >> :• �'+.:.: lot Rtdgo Hearn lot Ittdge Beam Silicone S »y:: :J• I H 0 1 1! {Veessany . :it 1.•b• .�::•r;• 1 •z t _— i. LJ.. r' Panel I 1 xt (4) x 1 TEK Sesews. (B) lEK Sew I it'H . . x::. TEK - #B /2' Sonws. 4 Eaalr Fedt Sty Side . I l O t t 2 Into I—Beam •• Carrier Post ; )• Tom` 2x3 Expander. or Cosner Cohsnry Red P #BJLJ x 1/2' 'tit screw.. a t/Z' �• 'w'. a 1t t,q. ((2) Into 1•-00010 ' - Connecting Par l.). Tad. Typ. Pall: Jb4. 4xe. (4) - #10 x r' Woes sariwo sxa x 1/ast Ahanbrunr, or y�4•, an.. t�oet . tx3 Tube Detail ri-i"N Defall it Detail 12 Detail j View A View AV' rMdp Beam. attr+med Munn rm or B wood Rldg• Beam Lsoef u wood 0M Shown) or art�w.y 1rm w m mq hers. 046t Sham) M" Bean Loa ft% Orlrnded / Extruded N shown)Ahnninsm ar Wood ,roT.e tee, wood rare*.. a rr.,�+r•d and ie.ploe. art.► /uruntman or weed p+at shown) (8}- 1/r x 1 1/1" too. Lags completion or Connection p (4)— #e x 1' TtXwe Cones 3 11r Lg. W Each I der, MdwL V�mdee) (4)—ll)xEaeh 51d• o Wood Post. Comsect Comer Co °s- y. x 1/r QWg s•eurely To Bandboard (4) — #10 x Y Wood 2)— 2x4'e. Longth as Requlied M saws Panel cap (4)- #10 x 2' Wood Sarww. 1/4" 0 x s" Lg. Lag SereMrs rely To sonar Tt. (4) Each Side 40 p e/ Each S'tu4 Min. 3 Shads Co g_ 'T 2) �grads 1) Wood 4x4. 434 ex8. or B.tw+.n TW) • • (*-Us (Far Wood RMg• Bemn) 4}—#t!x 1 Tt;7C 5eraws, ED,&&Wood 2x . Bandboard stall et Post (,yp.) l•l i•i 1 e M_ is x 1• 2) 3x3 Obuded Arrmbn,m p p (�) Each sad. o Exist. I e I l•t I•I TEit wows (for aanrded Aharr. Rtdg• Doom) It-Studso Extating worse T. M. a B Each side 3) comer host w/ tx3 Tube e" 8= —j (for a MWW char. Rwg. Boom) 4M&t1nq Wood 2x Bumboard o ad ft Struaba. k, utedr (1) �c8 To wow. . And Ndl sad tT T. Int ine / �' An Shawn Detail Detail to Detail to Detail to View B -tz - _ JI Beans w wood uwn>m,n+ , GENERAL STRUCTURAL DETAILS FOR PEI "ALL-VIEW" THREE SEASON ROOMS or NOTE: Details on this sheet are also in section 500 of the "All—View Rooms Engineering Manual" 2x3 Expander. or comer column. 3 1/r Lg. (4)— is x IN im Serum. X4 Wood Post P.O. 90X 186 •ZIAACCEDONI�►0 EAST G OHiO 44098 (2) Each sad• ani. to adsmrg struebae E�tCL03URES 1 C. ® u1n 8-a7oo FAX a1s) 7-4297 / /inshore 0 1 ace W— #10 x 2' wood Saws3' Lag saws into wood x 7 Lg. Log screws v/ Lag SCALE: NONE DRAWN: RWK DATE: 5/3/99 InConcrete Bloett.or Brick NOTEThe lans. elevations, sections and details contained herein are of REVISIONS Post To RR kaki• atpmrder p "in accordance with. information contained in Product Engineering (4)- #(2j Each sipae� °column, 1/2' Lg. Manual on 'All-View' Three Season Rooms' as published by Patio APPROVED BY• 7717, Enclosures. Inc., Macedonia, Ohio. Limitations for product usage FOWS are contained in said "Product Engineering Manual". See individual �� ',7 ((4) - 1/4• # x 1 1/4' Lo• Dfh -Pk, job submittal for specific projections, unit widths and wall heights. paw linchars Ini7e concrete SIGNA RE P.E. REG. NO. (4) — 1/4' 0 x r Lg. Las Scmvm Into Wood ! ALL-VIEW ROOMS Detail t3 -dQ PEI ENGINEERING - SECTION 17 SHEET: 4 ,, 1/4' x 4' lag Screws Thru Roof Anchors: 'H —Chanel Penal Into Panel Cap (3 — /8 Y 1. M Serowe O "W Height Flashing As Needed (2)— 1/4' 0 x 1 1/2' Lg. Nylon Anchors Into C.B. or Br. Roof Panel Rldgs Beam Past Struc ural Sllleone Seal (3)— f B x 1' TE K Screws Into Wood Penal Ca 8 x 1/2' TE X Scmm ■ f d 18' O.C. Meteors At 'H Height x 1/2'TEK Screws, Each Side Structural Sglcone Seale Thru Wail Expander Into 'W—Channel " Roof Panel a sr Notate to Flt' N/F Side Roll » Staggered Anchors O 18' O.C. Wag Expander log indds Carver Post • 8 x 1/2' TEK Scrounk Thru Comer Post into Panel Cap Flange. 1ylp. Each Sid #B x 1/r TIX Screw. Each Side JExpander Nam) no Structure Thru Garner Post Into 'H'—thannd Remove N N �a+ Cut Corner Post At Roof Pin Angle Strong senaary \ Anchorw Use 1 ne 3' Lg. Lag Serowe into S4rda use At 1B' O.C. 4• is Use Ilex 1 1/2' 4Lag a lag Shields tote. Anrs:1/1 44'' x 1 le lq. Nylon Anchors intoC.B. or Br. ComerPest -J Concrete Block or Brick x 1' 78C 5arewe b to Wood Detail Detail 15 Detail 16 Detail 17 ` 14 , EXI OR �B x 1/Z'M Serowe O Glass Width Member. Transom Unit T&B Each Side Glass Width Member. Transom Unit �) ander' Flow Expander 5tnuotLrol Soiaens Sea 10 x 2' TEIC Screws O 18' O.C. 9trueturalEach Side �B x 1'TE]C Serowe a 18. O.C. Sealant B.beaan Memb tx3 Tube �B x i/2'� a Top a Bottom Screen Width Member. Top Master Frame Member. Screen Width Member. T�oopp�Master Frame Member. Screen Unit Door Unit Frame Sarsan Unit SQding Doer Unit Frame osing Tape(Not Shown) r Tap Rog Member. (flat Shown)1 :FkTop Rao Member.Raill 1 ' M Glm% or As Code ubes x TE7C Seraws T den Width Member. Rogl"g Door unit doss Width Member, Rolling Doer Urdt Coedfituous 1Uumb�urri 11 his. C — #8 Side Rolls For dose Knew" ` Fixed Win)nit (Fixed S Glass )nit Each Side f8 x 1/2 TEIC Serowe Tee. Each Side a Each Side Ngndow Below Glazing Cap Struc�hrrai Silicone sea. iNn>�OR Transom` Without 1 x3 Tube Transom With 1 x3 Tube Glass Kneewall Ganging, G—Caps Glass Kneewall Ganging, Expanders GENERAL'STRUCTURAL DETAILS FOR PEI "ALL—VIEW"' THREE SEASON ROOMS NOTE: Details an this sheet are also in section 500 of the 'All—View Rooms Engineering Manual" //Seal Bsbsaeri Members SM Far Wiing Door Unit Above �tex"tQC.�da 1x3 ��� I P.O. BOX 8720 8 STMACE ONU,HIGHLAND OOHAIDO 44056 EXCLOSURE!91 ® CX781468-0700 FM C21<h 467-4297 4�- pex12;TOth1t Screws �" 9lteena Sealant NOTE: SCALE: NONE DRAWN: MAD DATE: 11/12/95 seal Bslween Members tx3 Tube Tap Master Flame Special Tempered Glare The plans, elevations, sections and details contained herein are ��OF REVISIONS in accordance with information contained in 'Product Engineering ��+g Door U+� Manual on 'All-View' Threw Season Rooms" as published- by Patio KM•a APPROVED Enclosures, Inc., Macedonia, Ohio. Limitations for product usage RiNAs GM contained in said "Product Engineering Manual": See individual CML //;z9 d a Glass Kneewall (or Sliding Unit) job submittal far specific projections, unit widths and wall heights. 40�e SIGNATURE P.E. REG. NO. DATE Below Sliding Unit S� { I k� ALL-VIEW ROOMS PEI ENGINEERING — SECTION 17 SHEET: 5 9 Roof Shingl Exlstinp Roof Shhgies Gap Fla"q Sheathin Sill For Rolling Door Unit Above Aluminum Flashing Under Shingles AlumIr m Flaa rynder Shin SheaMIng She Voting J0 SirA° 1/4' Lag Screws into Extsling Joists Spddeq�ad" 10 gtuchud Silicone sealant to x 11Y TEK Screws ,•;•�a:•' 1/•�' Leg h swab d SA t(cone seek 1 1 r O W O.C. Each Side ;'1 .::�: Tab/Hanger Assembly Faee da �to�ry :.S...;+►'; e In 1/1' TEK \ Tab/Hanw Assembly •'"�':if+. Canmertin Panels �n�u ( Rafter .� Sp)a :•s, . Evisking s.: 9trtrcbirdl sulcone sealant Stru Em ab dmart Marto" ofnq� �gZmenConnecting PC Is B •B . •'a=: • y:a:tit»w• "• y: .StruclurdSam seal" ,r Wall Expander O Fkar 'ti` t� 5�0! x 11r TEK screws ); of r r• o x3 T As Necehory) O 18' O.C. Each Side •.:•':•'�'�• •rF. *r x 1' x or continuous Angie - {�• M•.y sbuchni SiRcons Sealant7 s 10 x 3%�41 'Woo Saraws •Roof Panel• Npoil Ymo Cionares' y a �EAft 4 x Farota 6nard, Rood Pamal • Delft Vain. 1. Sandwich Panel Kneewali a eReverse Eave Fascia Mount E v Mount (4} #0 x 1 TAC Borers (4 x 1/r nx senws Corner At T 11-Beam Corner At Top ' (1) Per �P 7tld - Mack .. /� pa. Bader Rod x 1/1' 1 sorer. yak />P Dla. Beaker Rod • . . . • ?eNfnO Block . /1B' Did. skint •' . �F 'P edam! Aasomblp //�� Long.. }�• (,Z}• x 1/r Sawn At Each Corn O rc 1 e FroN x m 1Support TT&B (Mbar Side Of F- sa m Aoweptabie) ladl Header Assemble 3orew PaHern) Glass Roof Panel Cross—Section Glass Roof Panel Cross-Section ® I—Beam ® Header GENERAL SiRUCi ML DETAILS FOR PEi 'ALL-VIEW WEE SEASON ROOMS Hangr Assembly NOTE Dmalls an this sliest are ohm in "Won 800 of the 'Ni-Ytew Rooms Engineering Mmmr Sedont �E#a xC1/ T�e r Dew 79111 Die. Book Red ® 720 EAST HIGHLAIJD ROAD P.O. f30X 188e MACEDOMA, OH10 440t3B Setting ffiook (216) 468-0700 FAX (216) 457-4297 SedaM NOTE: SCEONS DRAWN: J.A.R DAZE: 08/16/98 The plans, elevations, sections and details contained herein are IM•p ,P�a� in accordance with information contained"in "Product Engineering °F Manual on 'All—View' Three Season Rooms as published by Patio Enclosures, Inc., Macedonia, Ohio. Limitations for peroduct usage l�A•are contained in said °Product Engineering ManuaC'. Ses individual I�NAs1/r TEK straw, job submittal for specific projections, unit widths and wall heights. P.E REG. N0. DATE Glass Roof Panel Cross—Section ALL-MEN ROOMS ® Hanaer //r� 4d rK3 ENGINEERING - SECIION.17 S{EE7 B 72.0 pivpose d 20, mv 77 Yvp or 1mv)MAJOYON co vim 6ONCREn A7 7 s7vjff CROUND: o:i T0NCRA7T,:C0t9W -7-1-V-77 FLE GENERAL-WOTES 04N DWTALLAMN, OF JffW� WERAGRAMOSAL SYST". PJ7rH.J/4& PARIT '4" SC =tW 46P PLPZ - Am d=ll Ell BOX noir 9 R.'--�PL" AMPARWC9.1 BOOK .430 ,;P- AG' �LDV 03, [.7s :d=10,s= .03 PROWT 3 72115' PLAN,JS`-�Jv0R' )AS`TALLA2T0N1,REFAlR ,OF SEP77C SYST" OR 'N ZOMM PURPOSES EL. 'AAD OT �TO -BE ,MAD MR SMEEM' OR 68.9,4. SM"Z CONFO" TO D.E R EL. 'STABLE RUZES 69.17 BARIV TITLE 5 ,1AND TJH TOWN-OF -AJVD REGULA77ONS 10 6' 314 -1 2V 1 00 .1 1 , TJW SU8SvRFA cr DusosAL ,OF, -swym GE. MASM ry 68 :10 G 68, 5 5. ALL 'CO VER ,TO SAXWAR Y,,WVM St= BE BRO UGHP IV Iti W ALLONS 68. 0 y1ws dj? =62.3 OF� 7 6. EMSTM, AND MAL GR"&,.-sHAu A"" ESSENTiALL Y 799 SA",� ,L6a&S NOTED BY MAL TELE POLE s ALL AiPONENTS, OF:T6 D".' 00 SYSTEM SHALL BE :CAPARLE OF �H-�-10 LOALUNG ITMESS -=Y A" :MtR lo" OR OF RIM Ok-PARMC A"M LO"M Do OF e0MVdA= : ' ffAW16, OF DRJ�&- OR P UVG.� 5 RIDCE� TOP, O.LA! HALL B 'r Z ISED UN D" OR ,�W DRANA G.K,PAPE BOM. 0 OR :USGS PROBABLE �'TXRLE 2% T". D ROA 'T A 8. .4Ny 'M"O"y UMTSr M�,BMG. CO ViRW TO GRADE SHALL BE AtOPT )MV N PLACE 'BEEN I OF E BOG r GRO 9., -)W, MEW AdADE S -PRO NO DrM,I&VA,PIOJA� AJ WD -TO 3'r'ABOV #A' M.SEWME ZO"G :UON WMCH IS ,41.4. DEMED OR JWUMVONS. 0 MRIAP4 MCANT'lS .TO * ' "E D18 PO; S AL SYSTEM AUVA OBTAIN $UCH DETAW"A ffOV APPROPMA.M. A LEAC"G PHAS 'ZOO' Aff. F Roji DG E OF _E ArCE Sp NOT� TO 'SCALE E OF AM.18.0 �ABO VE� ,77H GRO VAT WA TER A WTr P ON 1 S 4SSUMED A!XVA 1! 844 , 71 6� 1 82 " r 'SOM r LOG 812 WITNESSED BY.' JEARY DVNNLVG R HEAL TH Of 77M go TEST Hoa, OW OF TjWT OLE 1:,r, 'T BAMST-" OHN Dk S A yp ' 'J _C EL 69.0 L L" ME .9 Ay CRU 706 PEWOLA NON, RA 2W LVCH and an d_ S I G 5 N DAT POE�AS�,SWO,WN ' 00, _A ON r.: 1000 G14Z F ROOk� MEE (3), -p T 0 BED A 4 A NOXE , GARBAGE DISPOSAL 2, Amium 4ghd,: "=M. an �GPD V 330 : -,S 'SAM AM nTIMATED nO EL --;-57 6 11.0 BR Nr GA y TTC TA" CAPACff Y moo �0 68 PA 0 70 CHING AREA REQLTMEMENVS t7sE 4 MEVALL 88.5 G.4L - 7 J" -F. 1468.5x?.5--4 21 NO. WA MR E*COW TEPE-D, AIM', 62, -CAU RS CiVIL BOMM �A"A ffi i2 G�LISIF `78. 'LOT ��549 CAPAC d6 I" & SMET ( 60 ST 4 15' RES"VE -LEACMVG C,4 PA CITY L GA y 82 6 P"mCT LOCA770N. 4 T RMGE, TOP RO" LO R, AlAR5TONS M=, MA 8 ()V of '60 AP. MCAW. 0" 0 F.0. 'BOX 879 00' OSMV 65 8 j:A 4 . 8 52 U N ..... YANME �,SUR MY COW L T. IIS 4�0 p t -1 ,6 MX 43 tn I RO w -MARSTO) 'N LO US 50 L 555#3 G A SCAM )AC ROEED.-'� 0A RD OF P A, ALT H OB NO. EN AG T !M I L