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HomeMy WebLinkAbout0307 WOODSIDE ROAD NO. 152 1/3 ORA ESSELTE 10% 0 0 © o _w__ .. _ ._:.... --max. �...,�,.� _ ---•�:�. ���w�_� ACTIVE MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723-3800 Ma Onlv(800)392-6108,FAX(8001851-8424 2/10/2016 i Form of Notice of Casualty Loss to Building Under Mass.Gen.Laws,Ch.139,Sec.313 BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET HYANNIS MA 02601 CD Re: Insured: KATHLEEN QUINN-KORTIS Ila Property Address: 307 WOODSIDE ROAD,WEST BARNSTABLE, MA 02668 -- Policy Number: 1142546 00 Type Loss: Fire(including Fire caused by Lightning Date of Loss: 01/22/2016 Claim Number: 4033,; . Claim has been made involving loss,damage or destruction of the above captioned property,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any notice under Massachusetts General Laws,Chapter 139,Section 3B is appropriate,please direct it to the attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division I CMA00021 'a Parcel Detail Page 1 of 3 B,�AASTAL�LE 7 ■ et".. � wFi . r�0!5.... ! MASS, - Logged In As: Parcel Detail Monday,January 25 2016 Parcel Lookup Parcel Info Parcel ID DeveloperL LOT 25 Location 1307 WOODSIDE ROAD I Pri Frontage 1160 Sec Road I Sec Frontage Village IWEST BARNSTABLE I Fire District JW BARNSTABLE Town sewer exists at this address I No I Road Index 1876 Asbuilt Septic Scan: 152027_1 Interactive Map 152027_2 Owner Info Owner IQUINN-KORTIS, KATHLEEN A I Co-Owner Streetl 1307 WOODSIDE ROAD I Street2 -- city IWEST BARNSTABLE I StateFM—Al zip F02668-1 Country I Land Info use ZoninAcres 0.80 Single g RF I Nghbd 0105 I Topography Above Street I Road Paved Utilities I Gas,Well,Septic I Location Construction Info Building 1 of 1 Year 11973 I Roof Gable/Hip Ext Wood Shingle Built Struct Wall Living 1236 I Roof�Asph/F GIs/Cmp I AC None Area Cover Type Int Style Raised Ranch I wail Drywall I Rooms 3 Bedrooms I n. .FeP— In Bath Bed Model Residential I Floor�Pine/Soft Wood I Rooms 2 Full-0 Half Grade Average I Type Heat Total I Hot W— �I Rooms 6 Rooms I eA§: 4 BMT- Stories 11 Story I Heat Gas I Found-Typical Fuel ation 25 87 Gross 2538 Area Permit History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=10278 1/25/2016 3, 7 Parcel Detail Page 2 of 3 Issue Date Purpose Permit# Amount Insp Date Comments 1/10/2002 New Roof 58337 $4,500 7/11/2002 12:00:00 AM 12/27/2000 Addition 50775 $12,000 8/27/2002 12:00:00 AM 11/1/1972 Dwelling B15670 $0 WB 1 STOR ,w Visit History _ Date Who Purpose 1/8/2008 12:00:00 AM Paul Talbot Cyclical Inspection 8/27/2002 12:00:00 AM Martin Flynn Bldg Permit Completed 7/11/2002 12:00:00 AM Martin Flynn Drive by inspection only 3/13/2000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 11/15/1994 QUINN-KORTIS, KATHLEEN A 9444/248 $106,500 2 8/17/1978 WILLIAMS,WILLIAM&PAMELA 2767/170 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2016 $113,900 $44,700 $0 $120,000 $278,600 2 2015 $89,100 $45,200 $0 $121,500 $255,800 3 2014 $89,100 $45,200 $0 $121,500 $255,800 4 2013 $89,100 $45,200 $0 $121,500 $255,800 5 2012 $92,300 $43,100 $0 $151,900 $287,300 6 2011 $129,900 $14,200 $0 $151,900 $296,000 7 2010 $129,700 $14,200 $0 $154,300 $298,200 8 2009 $156,400 $20,400 $0 $158,000 $334,800 9 2008 $142,800 $20,400 $0 $164,600 $327,800 11 2007 $142,000 $20,400 $0 $164,600 $327,000 12 2006 $126,800 $20,400 $0 $178,900 $326,100 13 2005 $119,200 $20,300 $0 $162,600 $302,100 14 2004 $96,800 $20,300 $0 $162,600 $279,700 15 2003 $90,000 $20,300 $0 $45,000 $155,300 16 2002 $85,500 $20,300 $0 $45,000 $150,800 17 2001 $85,500 $20,300 $0 $45,000 $150,800 18 2000 $61,800 $18,100 $0 $45,200 $125,100 19 1999 $61,800 $18,100 $0 $45,200 $125,100 20 1998 $61,800 $18,900 $0 $45,200 $125,900 21 1997 $94,000 $0 $0 $40,700 $134,700 22 1996 $94,000 $0 $0 $40,700 $134,700 23 1995 $94,000 $0 $0 $40,700 $134,700 24 1994 $84,800 $0 $0 $28,500 $113,300 25 1993 $84,800 $0 $0 $28,500 $113,300 26 1992 $96,500 $0 $0 $31,600 $128,100 27 1991 $100,300 $0 $0 $63,300 $163,600 28 1990 $100,300 $0 $0 $63,300 $163,600 29 1989 $100,300 $0 $0 $63,300 $163,600 30 1988 $65,900 $0 $0 $28,900 $94,800 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=10278 1/25/2016 -ParcelDetail Page 3 of 3 31 1987 $65,900 '.1 1 $28,9001 $94,800 32 •:• $65,900 ',1 ',1 $28,9001 •• :1/ Photos ��w :����`y. 1� 4'hY. � I s arc• `!� �� wK� e{ _ 7.�„�1" '� [ It htt rh u cxzoe;u oiron�u,,e • • • •••• • 1" . • 10278 • Z.Uoo�s �e Z.Uooties Hand Spun Yarn • Hand Knit Items Novelty Sheep • Mohair &Angora KATHLEEN QUINN-KORTIS West Barnstable,MA 774-238-0497 woodsidewoolies@gmailxom;` - 4 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE:I I l! Fill in please: APPLICANT'S YOUR NAME/S: tz6n/ v��l r�l ' K°FZ'T"►s ``�7` � ' BUSINESS YOUR HOME ADDRESS: o 00 D • TELEPHONE # Home Telephone Number /`�$l�ao 3 6 ! -M.M. -� NAME OF CORPORATION: o 0 NAME OF NEW BUSINESS TYPE OF BUSINESS FtAF.e- DA?ST LJA M V6 YoAp IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS 901 m� Lf MAP/PARCEL NUMBER /5v'L off- (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM 71ss'? ER'S o FIC USTCOMPLY WITH HOME OCCUPATION This individual h neinf m of a y Zprmit requirements that pertain to this type o MND REGULATIONS. FAILURE TO t i S'gnat e** COMPLY MAY RESULT IN FINES. C MMENT ry jSal 2. BOARD OF HEALTH U ' This individual has ran of the permit requirements that pertain to this type of.business. Authorized Siig((nVVatllure* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has beji inforia f the licensing requirements that pertain to this type of business. C Authors ed Signatur * COMMENTS: J�$ $ C — no re k'�j 1 OCQ-� &Y) i Town of Barnstable IKE Regulatory Services Thomas F.Geiler,Director • • Building Division MAn Tom Perry,Building Commissioner 1639. '0r6p Mph 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 q�a 4 508-790-6230 Approve Fee: _3S'� [�-O Permit#: 3 HOME OCCUPATION REGISTRATION Date: 11 bi/11 Name: / --1 H ikCd Qidw ' KoAsrlz Phone#:(_6_6'?)Aa0 RAPT ' _ / NaWS Address: 3 0� k[d oD S I M RJAD Village: WEST Q� -%rA B U Name of Busmess: W oo•DS/?>E Vim+�m Lt E-5 7 Type of Business: ! /504P Map/Lot: INTENT: It is the intent of tlis section to allow the residents of the Town of Barnstable to operate a home occupation mthin single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything oilier than a residential use;no increase ui traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration mmith the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located mmithiu that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling wlmich are not customary ii residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,ii excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not Ritlin the required fi-ont yard. • There is no exterior storage or display of materials or equipment. • There.are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation vvino is not a permanent resident of the dwelling unit. I,the undersigned, have d and ee with the ove r trictions for my home occupation I am registers . Applicarnt: Date: 31/I Homeoc.doc Rev.01/3/08 I �oFtMe rqk, Town Of Barnstable *Permit# S -l3 Expires 6 monihs froth issue date „�,t�,�,E : Regulatory Services Fee as 9 Mnss Thomas F.Geiler,Director �p 1639. p�0 ( /0 . 'EO1A0� Building Division Peter F.DiMatteo, Building Commissioner SS PERM"' 367 Main Street, Hyannis,MA 02601w �'p�� Office: 508-862-4038 JAN 1 2002 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIA�.,.,Q,11 Y)F BARNS TABL� Not Valid without Red X-Press Imprint Map/parcel Number Property Address �v• w l " ' " " '" 66 residential Value of Work Owner's Name&Address 14e7,S g/ Contractor's Name - d J"/csx (�/" Telephone Number 5 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ' s ( [01�orkman's Compensation Insurance r� Check one: ❑ I am a sole proprietor ❑ the Homeowner I have Worker's Compensation Insurance Insurance Company Name / !V ' Workman's Comp.Policy# Permit Request check box) Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) - ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature , Q:Fomis:expmtrg:rev-070601 ,[ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION J Map /S Parcel D Permit# � Health Division Date Issued Conservation Division Fee . Tax Collector Treasure b SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address D - V oOD S I D Village Gv , 242ry CZ41 C Owner S-r'F_✓o + k,4-rNL.,5a6/ 0 PJ-_1S Address 307 i✓aeb<, Dom' Telephone Permit Request ,4/u u iT« wkA„l a 14ss Su vi Vr&aM , Square fe : 1 st floor: existing , proposed 2nd floor: existing proposed Total new Valuation � Zoning District Flood Plain Groundwater Overlay Q � 9 Y Construction Type A(uL-,iKu,M i , Lot Size Grandfattiered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Cl Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 16 No On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size barn:❑existing ❑new size Attached garage: ❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Cl No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name q I C 14A 0, G i�9hY(PRTio b>vecosu rzE s Telephone Number is a - 19 6 ro Address boo ,tly/e C S-fAmmq 3Lv D License# C S 0 t`0 17 027$b Home Improvement Contractor# 117 SCE S Worker's Compensation# Z/ooS y ALL CONSTRUCTION DEBRIS RESULTING FRO THIS PROJECT WILL BETAKEN TO SIGNATUREZ:Y DATE _��--a��ob FOR OFFICIAL USE ONLY PERMIT NO. J DATE ISSUED'= MAP/PARCEL NO. ADDRESS V VILLAGE OWNER DATE OF INSPECTION . rye FOUNDATION t - FRAME INSULATION s ✓ FIREPLACE ELECTRICAL: ROUGIf . =5„ _ FINAL PLUMBING: ROUGH',; FINAL — V5 —u �� GAS: ROUGH"': w ` FINAL FINAL BUILDING r� DATE CLOSED OUT ` ASSOCIATION PLAN NO. z ESTIMA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X�$25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot= OTHER �E N C L0s kd ji square feet X$??/sq. foot= ll S 7 Total Estimated Project Value i • . , . r7r, ME `�T • 1 1 11 1 1 1 1 1 1 1 1 ------------ i tr � / //// /%//////%////////%%//////// ;� 11 1 :1111• • • • • . 1_ • :/ «• 111•�11 • • 1 • 11 111• • •_ • •.� 1 • I 1 •. 1 11 1 1 b S r r 11 • • • • • • ' :il 1 1 • I • 1 1 11 �1 1 ' i I . i i i el n l 1 1 n I 11 1 1 1 1 11 I 1 1 1 1 .li • '' � f • • • 1 ;A' i�'.1 ICI 1. .1 - • 11 1 1 . 1 use onlY do not write in this area to be '•11 1 11 completedli city or town' OlAcensing Board OSelecuneWs OMCe check if launediste reWnse is required C39eslth Departluent contact person: ...::.::::.. lot1 11 I ILI 4 v I NO to)1 :IIIU . . . �• . •111 1 1 /. / . - /t1�. �•1 . ./ 1 • - . 1 . 1 - 11. 1 •11• 1 - • • • / • �11 !K • - 1 1 • 11 :111 • 1 • 1 • 1 • 1 r • il•1Y. • • • • q•11• • • 1 ' • • 1 I 1 a lok.am I II 1�44,44 1 low. • • •11 II■ G/I11/ • 1 1 1 • • 1:1 • / • 1 • / • 1 11 • 1 • /1 • oviss all I), 1• • 1 14D qw.,q 10 a • • • 1• • 1 / 1:, / • :A 111 16 /• 11 1 1 •11ki•4 it-I •I/ • / • ■, •11 -T. • 1 • 1 • • •II • J • 1•• I • I • • • �11 II I�1 • 1 1 • /�•W. • I 1 :11111 • 11 �.II I •�..11 �• • 1 .11 w/1I• • 1 1 M • •II • Y.1 M I/ .1 1 1 1 1 1 I I 1 1 1 I 1 1 / 1 0 Is1I J v 11 144 1 1 1 1 1 1 1 1 1 1 • I r 1 1 1 1 J. 1 1 1 1 1 1 11 1 1 1 1 1 I I 1 1 1 1 1 1 1 _/ 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 - 1 1 • • •11 I 1 MIII�1 1 •I11111 •11 • �'% 1 1 1 •) .II • Iw I• 1• M: .1 Y •11 1 �r111:/ 111 • ..1 VIM• II 1/ 1�1 • // 1 • I I • • /. 111■ • Y. I 1 �1 •) VI11111 .11 V" •1 II 11 11 .11 �/ 111 �.11�r,lw • /I 1 • 1:, 1 •��.1 • .•.�111 i1 • 11 •111• •I• 1 1 •1.1 ��jj�j�jIjE�RI jM1� ��j��/��j���jj�jjj�/��j�j��////�� 1 1 1 w •1- �: I 11 •1 '•I/. �1 r•1111/�rl w.11 •II 11 1 1 •IIII• /' 1 ' I� .•11 • II 1 • 11 .1 .11 • � I • 11 YIII .1• •11 .11• 111 I II • •11111 .11 • 1 .111 I II ^ .11 1 • 1 •11 /IIII/ •:1 /11 • I/ Vim/ •11 W.1 • 11 II / V' I •/ I w 11 • ' to 1 III1111Ms /• 11 I .1I III w•1 •1is 1 .11 • V« I ti11w •Iage,oil l II$II .11 •II lK8,10 11 LJ61jr.i1 V V• :1 f. I 1 1 I �1 1 1 II II I • ■■ • • I 1 I I I I /11•I�1 11 II MI �/ • I •• 1 II .1 11 .1/ 1 W.II •II • II 1 �1.1111 •1 mr1 I:111 • _. , :� 1�1 1 1 •1 , I •1 III �.11 •1 1 111 1• . « .-,Iw 11 / ( I • / 1 1 .Ir • , 1 :� I .�1 •Y. IIII • II . _. 11/ _. /. . . ✓• 11 •I•..�r •VIl,11.tis kI. •11 / . I .': I II / / .11 till .1 11 - IIIIII . 1�1 1 • 1 11 II K1 /I I ofskel-116 I Ilia 1 /111�/ �.•. I 1 r . .11�./1 1 . • / �. 1 V .1 11 .. • •I11 i■ 1 1 •I '• 1 • •II • 11 11 /1 - :.II 11 , i• • 1 -. I •y.l• III 1 /• Y1111 Y. • 1 1Y. U11 11 .11 I M:111 �% 1 $iie I• 81I II /1 1�1.1111 NwI IIII/1 1 �1 1 1 I • -. �/1�1 ir1 /11111 1-r 1 i• • Iw t1Y. I 111.1�• 11 / • 111 �.11 • ' 11 •1 .. • 11�1 .11 • �r11:.Ilw 1 /_1., 11 1 1 / i• • 1 .� • •CU I11 • I 1 • • 11 .11 •LIS.. • • .II V • • • 1 •• 1.1 .11 •11 .11 • 1 • • • 1 ,11 • •• • 631141 1 wlv.lr • •� r 1 05 too-so • ■1 ^• I 1 •11 1 • r.b. 11 111 •H 1 1 11 11 1 1 I 1 A . I I • 1 1 1 1 I 1 1 1 • 11 • ' Il I . I ' 1 ���;� lli(1ItUIIR04tflkl000� p���(/�,CFJJQf.1G[ldP.t�l i BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 035017 Birthdate: 01/08/1952 Expires: 01/08/2002 Tr.no: 1725 Restricted To: 00 RICHARD S GEARY _ 80 LACEY RD TAUNTON, MA 02780 Administrator Board of Building Regulations and Standards License or registration valid for individul use onh, HOME IMPROVEMENT CCNTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards IGtratiom 1,17565 t Ore Ashburton Place Rm 1301 Expiration; 10/19i2002 _ Boston,Ma.02108 Type: Supplement Card PATIO ENCLOSURES INC RICHARD GEARY 2 Interstate Avenue Albany, NY 12205 -- Administrator Not valid without signature/Z of The Town of Barnstable MAM 1"9. �e�' Regulatory Services Thomas F. Geiler,Director Building Division Elbert Ulshoeffer, Building Commissioner . 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c..142A requires that the"reconstruction,alterations.renovation,.repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: C k e(r &A rA t54i Ott,IC - Sc t4 ronIt. Estimated Cost Address of Work: 30 w0e�(1 Sl l) 12 Owner's Name: �Lo✓g -t k&44 1-P e L-, �� 1 S .Date of Application: 12 - a 0- 06 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law OJob Under$1,000 OBuilding 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. 12 - aCe�ve� �-�d r s 1�c 17SC�� Date Contractor Na6e Registration No. OR Date Owner's Name q:forms:Affidav r •` �a�k3 S��a LOT 24 �y C E 99 ��`': y 0 2' 0 VER- HANG DECK LOT 23 c yy LOT 25 v � �8. LOT 26 / ti ti� RES. ZOAfE.- 'RF" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- "C" Bank Use Onl TOWN: — _A_ _A - — — — REGISTRY OWNER: IKATIILEL'N A QUIINN—ICORTLS DEED REF: 9444/248 _ _ —BUYER: REFINANCE _ _ _ _ _ _ _ DATE: 11/17 2000 — PLAN REF: 239 137 SCALE:1"= 40= FT. I HEREBY CERTIFY TO _C'APECOD_COOPERATIVE RANN_ jH OF Mq THAT THE BUILDING ��'� �` qc YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS o�' �. CONSULTANTS SHOWN AND THAT ITS POSITION DOES _ CONFORM MERITH L 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE Na fTHEV INDUSTRY ROAD TOWN OF _ BARNSTABLE __________AND THAT IT DOES_ 1lrOT.._ LIE WITHIN THE SPECIAL FLOOD HAZARD j ''QpSS`pC MARSTONS MILLS, MA. 02648 AREA SHOWN ON THE H.U.D. MAP :DATED 8�19�85 _ �qNp SURVEy�Q. TEL: 428-0055 Co nit —Parr 250001 0015 C FAX 420-5553 LAX2s�,,w�.t THIS PLAN NOT MADE FROM NIMSTRUMENT 29854 JF UL A. MERITHEW PLS SURVEY NOT TO BE USED FOR FENCES ETC. I I EXISfIlJ6. .0 d ! L. 11.1 j.' m � 1 U 3' ALUM.CLAD FOAM f00F PAILS N m m m fEM WO 6LA66 tk,n W/SL KQ6 3 I C Z A 4 ! fEMPE2E0 066 40WAL. °o 3 E%15fIU6 OELC FOULIOAfIOU. s d H 9-WALL ELEW10 i < OWgE2',UPP;IED � SfOfM We3"ALUM.G.AO 3"AUM,CLAO FOAM WI FOAM W106 PAIL U6 PAlJEI A V'ALUM.CLAD 3"ALUM.CLAO FOAM 200E PAl W FOAM fOOF PAM90 ro 10 fEMPEfEO CLA55 5-61, — EXI5TW6 FXV166 %MPWO 6.A55 UUITh W/SLfEEUS 00 W/SC2E60 ! , L=!j TEMPEE69 6LA66 VUEEWALL fEMPEfEO 6LA66 WgWALI 1'-6" fmfIU6 DECK FOWPAfI0U E>(15f!U6 DELK FOJUDAfIOU 7-16 A-WALL ELEVAfIOU 1 6-WALL ELEVAf IOQ DRAWN �J �OQTIS IJOiES THIS DRAWING IS THE PROPERTY OF PATIO Q.T.W. 301 W000610E I.ALL-VIEW f00M;WHITE lu LOLOZ. ENCLOSURES, INC. All RIGHTS RESERVED. DATE ENCLOSURES C. ® W. 940TA8LE, MA. 02668 2.COLI5fa1Lf ELICL05U2E D!J E1(15fIL16 OECK%DUUOAfIDLI, DUPLICATION OF THIS DRAWING IN.ANT FORM 15 12-21-1000 NOT PERMITTED WITHOUT THE'EXPRESSED jALE ON 11YLE5 STANDISH BLVD. 508-131-4120 3.mo HEAT,PLUMBIU6,Of ELECf2ICAL Br WRITTEN CONSENT OE PATIO [NCIOSURES, INC. TAUNTON, MA 02780 (508) B21-9339 JOB N0. 102B3 10 Note: Where 2 shown, 10 10 _ _ E Note: Where 2 shown,r C 10 A 3 _ e Required w/ Transom OPP. Required w/ Transom — OPP. i 2 7— 72 2 7 �• 2 L � OPP. 1 4 1 B BB 0 P. D f/���, � a L;��—U 0 P. 1 1A 2 \/ 2 \ OPP. 7� OPP. i Single Slooe Roof Enclosure Plan View Gable Roof Enclosure Plan View Note: Where shown, Note: Where shown, I Note: Where shown, Note: Where @ shown, Required w/ Transom _ ( _ B I Required w/ Transom I E C s Required w/ Transom � Required. w/ Transom A 1 — s 15 16 17 I 17 O opir 16 16 1 2 2 1 10 2 , 1 4 1 10 2 1 7— 7— 7— OPP. IL_ • J J� JJ "B" Wall Elevation r, "A" & "C" Wall Elevation 2 I "B" Wall Elevation a "A" &NC" Wall Elevation a 5 GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW THREE SEASON ROOMS NOTE: Details on this sheet are also In section 500 of the "All—View Rooms Engineering Manual 7 e (7 Voriesy Typical / ��? EEC � S ® 720 EAST HIGHLAND ROAD 4056\ P.O. BOX 186 MACEDONIA, 6OHIO)46 44056 �_ \/ (21e)466-0700 FAX(21e)467-4297 6 7— B SCALE: NONE DRAWN: MAD DATE. 1,1/12/93 �� 9 V �,ySN OF yAS �/ FOB s1�m REVISIONS KkqL a asA APPROVE B . Concrete or Wood Floor Footing Per Local Code Footing Per Local Code qo cs SIGNATURE P.E. REG. NO. DATE NA N Section A Section B ., �� ALL—VIEW ROOMS ' - pC�� 9 PEI ENGINEERING — SECTION 17 SHEET: 1 I 13 2rlcno�a�d.a Non-Beorinq Watl ReoWroo O Hegnno watl 12 E=ander O Floor 1 1/7 coon O hltomxadte eNrrca /B' 1/2 TEX Screws O Top7_ �B, Q 1 Staggemo o , 0.C.� and Boeam Each Side, AIA, I,,- ThB1 2' SidaSerew.O and 1 LIp dt Down From HandbView•A `zpdndor o FlooryP .Emanaar o Floor -�-- T cal/ 6 /8: 1/Z'Tic Serowe Is Bat 1 1/7 Win 1 14,II -Ridge Beam II pB z;/7 Tic Scree a Tam -L Jf �Icomer Pol fB z ,/•-' T7C Snewe O ToD. �(2)Mahon RrWcaq ' �cangi.9 Bel.— LIM. 1/3 Uo C 1/3 Down Betrem;Both Sldeo }e. TE ScrewsO Too. 1/3 Uo d: f/3 Down.ana Bottom Concrete or Wood Floor Concrete or Wood' Floor Detail ,. Detail /sue ..: 7 7 i- lam—Footing Per Local Code •I Footing Per Local Code Menem a Gamine: U. 1/4• a z 3' Lq. lag Screws ./Waehem Imc Wood �� Use 1/4• a z 1 1/4' Lc. Drive-Pin Mcner_ ( Metiers A:Go-Ine ' Section � I Section / p \ ♦ "fie m� r e• we 1/� 0 a - Lq.Ln,' Scn.•e IMo Wood 3/4' Ne= Need Into Wood Use ,Ie a._ , ,/t L�,. Drnc-?In Mcnon Imo ranve[e the 1/! a = 1 1/4• Lt. Drie-Pln Mcnor_ Ime Canerete (4)}8 t 1/.- TAX Saere, 2 Reauiroa O Non-Beorino Wall I Par( -4=4,4=6, 6=6, er(2� 2=4y (Wood _ I (<) +B : 1(� T7(5_xn, I lz3 Tuoe 2) Each Sid, Mcnoro- A R.aulred O ueonng Wall Notrxa Aa Reaulroc 7o R b oanaer a3 E=.imoed Aluminum Poot (2)Eocn Sioe f2t}8: 1' 7EK Sera.., T]C Saver. fz).#B. Emanoer o Flow- �. AL s such sree I _ E=mnoer O Flow (_ Eden sioe - Exeander o Floor . 1• TE%Sos.a ' ')= M h e F�cn Si.. (2;- z(1 = 1/8• d 1 1/� CMcnen,< Reoulred Total to : 1/_ x Scmwe o (2)- 1 = 1/6 z , 3/e L., (2)- , _< = 1/E = 1 3/4 LS� (1)Ee n sae \ Too L' 9ottam Eaen Slde (1)Eoen Side j Menore,<Reoulred rwa„ (1) Each Side �Menors, 4 Rdaulme TmnL () Ezpdno.r d Floor / (2)Eocn Slav (2)F-rn 51. 2 Each Slde /J EEA i' r r7 r r r r f r I I I , I / I Nwen Ganging A. Raouimd j / (2)-fa= 1/Y 7(Scre.e, L GonpinC 6eireen Unlb (2)- PE_ TEY.Seror. aJ I< 8 = TEK Nosy.Ganging M Reouirod� `4- }B= 1 lE1C Sem.., io Irmall}B TEK Saew.MO CBo / o Tep,Niddb, a: senem Eoan sae 4, e 9 Each She (}- } () / -o InPall}B TEX Swew.Md cnp (2) Eoch Side (2)E.ah Sid. (2)Eden Side Cd—Pd.L Notened To Fri Expander Detoil � Detail a Detail < Detail /1 1� Ly o,- � M'neR 4 G.-In. =,rlcrron At CanaMO Menen Al GOnaMo Mahon At Ganaing Uwe ,/< a z Lg.Log Sd IrAo Wood LI- 1/4, a= S Lq.Log Screve into wood use 1/4• 0: Lg Lag Scrowe Inte Wood U.a 1/{• 0=S L�•log sww..Itde wood Use 1/t a x 1 1/<' LC.Drive-?In Mcnon Imo concrou Uoe 1/t e z 1 1/1' LI, Drir?In M=rd Imo Co— U1. 1/4 a z 1 1/S• Lg. Dow-Mn Moon fete Convene Uee 1/� a z 1 1/<' Lr. Drive-Pin Mcnom Into Concrete GENERAL STRUCTURAL DETAILS FOR PEI "ALL-VIEW' THREE SEASON ROOMS Floshlnq Stnrcttrrel SIR— sealant NOTE: Details on this sheet are also In section 500 of the "All-View Rooms Englnaering Manuor l —.hdn o 1 E• D. 7ab/Hanger Ae.emby \� 720 EAST HIGHLAND ROAD }B z 1/_' r,:scre \ ENCLOSURESINC. ® P.O. BOX 1B6 • MACEDONIA, OHIO 44056 (5)Per 36' Lengtr.:(3•Intd Panel. (21e)468-0700 rAX(21e)467-4297 2 Irtio I-Beam an ol= S-1 Svl ' SCAL_": NONE DRAWN: MAD DATE: 11/'12/93 I rturol Snkwx seal \\ ...NOT__: :xdeeng Str m �1N or yys j - \ The oleos, elevations, sections and details contained herein are REVISIONS in accordance with information contained 'in "Product Enaineerino s' tiN Manual on 'All-View' Three Season Rooms' as published by Patio � 'ARL APPROVED 1'.•• RIMAS Enclosures, Inc., Macedonia, Ohio. Limitations for Droduct usage 1 Roaf Panel are contained in said "Product Engineering Monuol". See individual .GadMie move slang job submittal for specific projections, unit widths and wall heiahts. .'y v rS aEo �� ! SIGNATURE P.E. REG. NO. DATE Detail 5 e Necessary `P _ NAl l� ALL-VIEW ROOMS Meson: use 1/4• D z T Lq. Lop swe.e iritp Stun '%9 use 1/{• a lags./Lag Shield. Imo concrete Elect or Brick / PEI ENGINEERING - SECTION 17 SHEE7: 2 98 x 1/Y TEX Sadw (3)Per 3T Lando, . (, into Porn 2 Into hBeom Con-0.9 Pan.L Tb9) . Strucbrrel STric-e Sealant - Root Portal- _Roof Panel r Road Panel `Staggered O 16 O.G - 2 B x 1 T9(Sem..ti 2 0 Hon f O Header Lo=dM and StrueWrd SlGoorw SeuloreL 2 0 1/3 Pa Between hanger @ Each side of FBmm Hader Loo06on l O Top RYWarI) stirch al silicone S°mont .02C 110.rF/,74 Alum..TdcB Fe.cle e x 1/Y TET(Screen(5)Per - 38• L-go,(3 bdo Peml 2 }8= 1/Y l7(Saran N Endn, strYaerrel sired,d"seekm! St—ral Sir—Sm,ard 7/15 O-Z-B_TBB(Dpoonal). Irnp 1—Beam.Corr—tnp Panels) and UnF.Ganging. 1x3 Expander /B x ,/<'TEX Scre.q 1 o Panel Cap Icing Cm 1.5 PCF E?S eava.ral smenne sedmm. Each 1—Beam,O L(IdpolnIlL to x 1/2- TEX Screw.a 19' O.C. Gletrrg Tape ... . Numinum F-Beom /4• Bead O Ende of Haoaa(18' O.C. : 1• . ,/1C continuous, , CS clamor Rolling Door UnY.Frominp \ YAnp Paml Numinum"i. ee Com Reaulrm '? Nominal Thlckmm L Header I ombly Rob, Paml(Typical) ' \#8 x TEX scree 0 1Y O.C. . Detail Detail /1�7 Detail /-7\ Detail /1 L I Wood Ridge Beam 54e ono{ Womeen m Repulred Remove Slding N Nero.nry Aluminum Fimhlnq Ae Required / /.////. Sbuaural Slneone Sealant 1 x ./P OS Glom. -r.bnP SW_cun 1 f VAng'font! '....•...... /r Numinluml mg.. _ m Cam Reoutrmr /�/�/ Shim N R.qulrsd1 / 0 .oxl 1 GleinC lope 1 Flmhln 1 Stapperea Sid- lie: 1/Y To(sore.. O x��`m°Cr O Tab 6:Nanger�aamb 5::_.: / Gelnq Co. } a°lnc S4ueue y \ ►e 1/Y Ta(seen foe,Locale.and Bottum. 1l Typ.Bath Sb.. •h Bate 51ma chore 0 Is' 0.0 / \c`' "dry 35:(3'mo >r. •k sillco smlmn \ L (2)q P—C). Connectln d8 x i• Tel'•S=e 0 1. 0... Sid.Rol•O:Rolling Door Une T&B.TYP. e [8 x Y TEX Sere" Rollin,Door UnY.Fronting O 1= O.0 Rolling amr Unk Framing I Detail /;o\ Roof Paml 'IN—tinum'11—hing NI Required use t8 1• T7(Scree+lmo Sft thlnq Detail y-9—\ Detail 9 U. 1/o e = 1 1"r 4 Ny rvrchm. Detail or Eauhclem Imo Corecrwn Block w BftX 1 i— GENERAL STRUCTURAL DETAILS FOR P—cl "ALL—VIEW THREE SEASON ROOMS ante Bo om eammn o. Reauired NOTE: Datalls on this sheaf are also In section 500 of the *All—View Rooms Engineering Manual" See and Boo N.minum Flashing m Required Structural Flicame S.arart: P.O. BOX 186 7 0 SEAS NV OHN HIGHLADROAD Fla.ninLea4056 Screw. iaiaDsol s.u+c. ® (21n)466-0700• FAX(216)467-4297 -Too h Hanger Imemoy 1 st°pgerec O Dop°eh.Sloe. Tye. Both Sias / SCALE: NON= DRAWN: MAD DATE: 11%12/9.i \(5)Entry (3 Men Panel(2))imo 1—Beam NTH OF!y,1s Sul...5-tam ;a„r,eCbng PanOe). The pions, elevations, sections and details contained herein are �,(� st� REVISIONS Tate,Typ. in accordance with information contained in "Product =naineerino ° Manual on 'All Three Season Rooms" as published by Patio A. N= APPROVED B, 1 Enclosures, Inc., MocedonicL Ohio. Limitations for Droduct usage ` R'N"s are contained in said "Product Engineering Manua'. See individual 4aa e N �/ Rm1 Peml job submittal for specific projections, unit widths and wall heiahts. / SIGNATURE P.E. REG. NO. DATE_ Numinum Flmhlnq STC c. b Reauv°o F rDN EN°? Detail „ /l� �'' ALL—VIEW ROOMS �PEI ENGINEERING — SECTION 17 SHEET: 3 Ridge Beam Location,Wood,(Not Shown Extruded Ridge Beam NsunWy � ) /R'ulga Boom Location. Extruded Aluminum(Not Shown) Hangar Aarmpl� � (TYP•Both Sides Structural Sinceme sealant / ' Extruded Aluminum Ridge Beam _ Structural N.ngar A.uemEy S".5.12 seal. _ •(Typ.Both SWee) sVuaturol Simmne Scala. Structuraltemove Potion Silkoro Seak of Rid Beam move Potion 1 OD lal Mail.I N °eearyJ O I X Necamary . •.... o Q Panel j � • __-- L O O I I /8 x 1/Y TEX saes, (4)- /e x 1'1ETc Serare. (B)_./B x 1'7E](Serve. I I (5)Every 36 (2)Each Side (4)Each Side Comer Pon 1 (3 Into Panel.(2)into I-6eom zx3 Expander,ar Comer Column,Root Pane `g8 x 1/7 MY Screw,, I I Connecting Paneta),T&S.Typ. w 6 112, Lp„Lower Lope (5)Eve7 36 ---_--.i 6 '/` �' Remove.Inside Room (3 Into Panel,(2)Imo 1-9e.m (4)-.f10 x Y Wood Screws Poet 3xS 1/6 Exfrvaed Numinum, Connecting Poneh),Th9,Typ. Powt 1x4,4x6, HxB. or(z)2xa's or Comer xPon w/ 1x3 Tube Detail Detail „ Detail 12 Detail* ,z View A`I View A - Ridge Beam, ExWded Numinum or Idpe Baam Location. Extruded Aluminum Ridge Beam Lac.tion, Wead(Net shown) - or Loc a (Nod. trudedSha.r . / Extruded at Sh.. or Wood Net.Cut Awe/wall I.E.aMing Hoar / (Not Bnoavn) Joln Hong. Woos Bereave, A.Reaulred and Redom Ah.r / Ridge Beale Location.Extruded (6)- 1/C x 1 1/. Lq. Lag. Compra.n of fann.ctbn /Numinum or Wood(Not Shown) O O 2x3 Exoolum or (4}�8 1• TEK irow ' underome m Root comer Column.3 1/Y Lg. (2)Eoan sde r (Melgm Varies) ��r �28 Each Tie crown 2x3 Expander,o 4x4 Wood PmL Connect Comer'Column,Y Lg. (eT_ge x 1/Y ) �Securey To Bandboord 4 7EK Serer, Panel Cap ()- 110 x Y Wood sae., 2}- 2x4'..Length as Required (4)Each side O (4)_ (110 x Wood Screwy seem Securely To Collor T1• Pon: O \1/a' tb x 5 I.G.Lag Screws �7 o Eacn Stua. Mln. 3 stuea Collar lies(2)2x6 IN `\"4, Betre•n x Ir S-p Coney.Gorda 1)Wood Stud d1 Pon �I I 4x4,4x6,6.6, or(2)-2x4'. 4)-1B x i'TEK S—, ExI.L Wood 2x BandocanI\ RYP') I I I I I e I .1 •I et (2)- r8 x 1' 2)Sx3 Extruded Numinum O O (z)Each side o Exist Structure • T Bcren (t)r Exwoetl Alum.w/Rx3 Tupe m) - ` I I / I }-Sn,ae o E.l.ung house I ldg Be. T. U. @ B Each Side 3 Comer Pool i6 I 1(for Extruded Alum. Ridge Beam) -Exietinp Wood 2x Sand000rd Is Exiwling Sim— v, ' Andll /Att..n(1)2x6 To H...e w/Logo A.Shove d Nail 2nd 2.6 To In Detail I, Detail ,3 Detail 13 Detail 13 View B - 7EP /Ridge Sec..Lecdaon,Extruded Aluminum GENERAL STRUCTURAL DETAILS FOR PEI "ALL—VIEW THREE SEASON ROOMS or wood (Not Shown) NOTE: Details on this sheet are also in section 500 of the *All-View Rooms Engineering Manual 2.3 Expander.or Comer Column,3 1/Y Lq. (4)-}8 x 1'TEK e croJ_ ,4,4 Wood Post (z)Each SidConnect to Exleunq Structure 720 EAST HIGHLAND ROAD (4)- �10 x Wood sc /Ancnom a 16 O.C. �EN&OSURE!SI�NC , P.O. BOX 186 • MACEDONIA, OHIO 44056 (210465-0700 FAX(z1e)467-4297 3. Lq.Log Screwe thlo Wood x 3' Lq.Laq scro.. SCALE: NONE DRAWN: MAD DATE: 11/12/93 w/LogInto Concrete Black ar Bnck NOTE;Poet To nt Inside Ex and., The plans, elevations, sections and details contained hereinare g,1MO`"tsP L REVISIONS (4)- 08 x 1•TEl<carep , in accordance with information contained in "Product Engineering _(2)Each Sidetact.^. 1/Y Lg. Manual on 'AII—View' Three Season Rooms" as ublished t Patio P Y u° RNAs0. APPROVED Enclosures, Inc., Macedonia, Ohio. Limitations for product usage are contained in said "Product Engineering Manuof. See individual CIVIL (4)�'/sox ' 1/B Lq.ores,—Pl" job submittal for specific Manor.Into concrete 1 p projections, unit widths and wall heights. 44) Ile 0 x 3' Lg.Lag screw, 4V e4 ansTE"Eo `c SIGNAT E P.E. REG. NO. DATE r ' Snag L E"�'x Detail 13 � OI�,d ALL-VIEW ROOMS PEI ENGINEERING - SECTION 17 SHEET: 4 I AnC,pn Flmhing Aa Neeaed (2)- Nylon Archon Into C9.or Br. 'K-Channel (2)- /9 x'1'TEx Scree 0'K McIght Structural Saloom Sea (3)- {8 x 1'TEK Sown Imp Wood Ridge Beam Peet {a x 1/Y TER O lir O.G \ Archon Al'K NeIgM •. P8 x 1/. TEK Scree, oU Side Rructurol Smmn•Sociarlt `TAN Wail Exoaider arw'K-Channel 'Rod Panel o ee, I M F Skfe Roo Staggered Archon o tr O.C. s a I dde Comer Poet / ' Wa0•.lmanow 'K-Channel I . / I Exp.no.r(Modified}) ng Stn,anne I la x tjs TEx Sw... Eoai,se. ' / Th.Corner Poat Imo'K-Chonnal Remove Siding a Nedeeeory \ 41deh . Cut Comer Past At Rod PNch Argl. }U"1/s 0 x T LG. Log Soe.e Into Studs. Anshan Al Ur O.C. Uee 1/4' P Lags @ lag ShIalax Imo Anchors Comer Port Concrete Block or Brick Nylon Archon Into C9.or 8r. is x 1' Tr7(5—Into Wood Detail ,4 Detail ,s Detail K,_6 Detail ,7 'aTcR1OR I {e x 1/2 TEX Scre.a o • Glow WidthMamxr,Transom UnitI' TdcB=GI 57de IGI.-Width Memoer,Transom Untt I (2)Expand— Swaurol 501cone Seale /Floor E:oonaer {10 x=TEK Srnre 0 tE O.C. swc7rral SRlnne Seolan {to x 7 TV( scare o Iti O.G I {a x 1/<' TO( Sceee o To.k BoNam Saagm 3eneen Me lx5 Tutor (_)Eaen Sltla Serecn Width etmxr. I Master Proves uemoar. Screen WWm Memow, - Mad.r Fnma Mamoer, Screen Untt -aing Dow Dnt Fame SGeen Unh Sliding Door UnK From, (No Shorn) r _o (Not Shorn) GIc g iaoe . 1 GIG.. i o R.0 Nemoer, Goea Rail Memxr, Glow.wwtn M.mxr, Rolling Door Unit Rolling Door Unit 1/a" x 1' x 1/76 `I/W D.S-Glace.or AG Code Reauiroe fixed Ckum Uny. Clog Width Memxr, Comm.—Aluminum Angle. (2)-48 x T7C Sereere TdrB� \ / S-,&Rail.For Glove Kn-.all (No•Shorn) Fixed Gala Untt Each 7 P8 x 1/- 0(screws id9, Each Side O�Eoch To. V Wmdor B.IO.' • (Not Seam) Gazing Cap Stnrearrvl SIDmne Senlwd IlTu00R Transom Without 1 xS Tube Transom With 1 xS Tube ! ;iCss Kneewall GanainC. G-CCIDS Glass Kneewall Ganaina. =xaanders I GENERAL STRUCTURAL DETAILS FOR PEI "ALL-VIEW THREE SEASON ROOMS Seal B..-. Memxn NOTE: Details on this sheet are also In section 500 of the "All-View Rooms Engineering Manual /Sal For Expander Roiling Goer Unit Anon eSt�t�`•T]c Screws e\e t- Exoanaer 720 EAST HIGHLAND ROAD . na,sloe (2)- 06 1/- 7c scmra JEEN�CL�OSURE!$J�NC . P.O. BOX186MACEDONIA. OHIO 44056 Panel ca_ staggena o i6 o.G (2ie)468-0700 FAX(tie)467-4297 �'T=1( SGera Slru=rol Sill— Sealant ° t_ O.C. NOi=: SCALE: NONE DRAWN: MAD DATE. 11/12/93 Sem Banrmn Momxn 7x3 Tux - ioo Monar Freme� Soeelol Temxree Clore The Plans, elevations, sections and details contained herein are c�1.OF"'Ss, REVISIONS in accordance with information contained in "Product =na_ineerina Roling Door Unit Froming Manual on 'All-View' Three Season Rooms" as published by Patio ; KARLA. � APPROVE Enclosures, Inc., Macedonia, Ohio. Limitations for Droduct usage ` RINAS D are contained in said "Product Enaineering Manuar. See individual CIVIL job submittal for specific projections, unit widths and wall heights. 40M �>r Glass Kneewall (or Sliding Unit) P P a Q. SIGNATURE P.E. REG.' NO. DATE o GI TEaEO Below Sliding Unit S NAL Q ALL-VIEW ROOMS PEI ENGINEERING - SECTION 17 SHEET: 5 Exbtlnq Rod Shingles Exleting Roof Shingle. 9n For Rolling Door Unit Abrn G-P F1dnN.9 Aluminum Flcahing Under Shlrlpla Sheathing Alu ninum Fklehing Under ShingW Sheath Existing Joht . •K ~N�°ry 1/C Lag Spew into Existing Johls Sts.dr Spacing Varies Wc' }B x 1/2' TL7C Saawe .•i•'�• •: Structural Stmm�e Snalmrt t O 16 O.C. Each Sid. •... Tap/!I 1�t I�Serer..Through s[ruchual moors,Sedhnt ,.,j•..: erJa h+ta ExWup John 41n. 1 1/7 x {2 Imo/Eactl l�emn �Edsting Ratter Tcb/IlMW Aeasrnbty Emnetlmem e to Cdnurectlup Panels n, (SCe k SpacNg�, {B x 1/2 TEK Scnwe, c StnttLural Slncone sealant Struct uraal Em rnent' VaHan) 2.I� cn Pan~em n Exn.g Bri a0 . _ ErPa .,�... .. i8 1/2 7IX scree .. v::•;. .. strucuurdl SRlcane Sealant nder o.Floor x yy �.4 Ix3 Tube(Used As Noweidry) O 1� D.C. Edeh Sid. Fy1s0 structural SM--Sealant ggar.d Anchdn O tir D.C. Eded �'Y.•' 1/Y x 1' x 1/Tr C°ralnuoos Angle Structural Silicahe Seclem Use 010 x 3/4' Wood screw Beonngl Use /4' 0 x 1 1 4' Lg. ry Rod Parisi Well : DZ.IPin MWre mo Concrete - F:'rdlrry 2 x F.O.SoartL Roof Pon el Depth Varlae ' Sandwich Panel Kneewall Eave Fascia Mount Eave Reverse Mount ' (4)-/B x 1/2' TEK Sorers On Eaoh Comer At Te (41-+8 x 1/Y TIX n Saw P 1/! 3' 1--Be on(Typical) 6Onn Eodh Comer At Top Do.795 Soal°M OW 7g3-Blaok /8(x)1/Id. � silting Bleak 3/6 Did.Baokv Rod � .. Setting nBleok.r Rod /ter Dla.Hdr. seaWm .... S•Fedm Pnrr.l .S Scam Pane f 4sr .•/ 38' l ecd.r Ass.me., (2)-/6 x 1/.sorer.At Eaah Comer Slat Shop,'I/tf 1 1//6 x 8' Lonpp., 4 R.q'rL Per Slryllght Eooh (Typical Nmd.r Aeambly So—Pa".-) o Farihal Edge from 5upperl TQB( her Sid.O/ I-Beam Aawptabl.) Glass Roof Panel Cross—Section Glass Roof Panel Cross—Section ® 1—Be0m ® Header GENERAL STRUCRIPAL DEIARS FOR PEI'ALL-VIEW THRE SEASON ROOMS Hanger Aseembly NOTE Detch on this shoat one also In section S00 d the'All-Vie.Room. Engineering Manuor Sealara (4)' /e z 1/t TEK Sarre On Eaoh Cem.r At Top D3/793 720 EAST HIGHLAND ROAD rs m u� Semnpld.Block Red �BCLOSURE!SIN�C . P.O. BOX 188 e MACEDONIA OHIO 4405E (216)468-07DO FAX(216)467-4297 Sealant , NOTE; SCALE NONE DRAWN: J.A.R. DATE 08/16/96 The plans, elevations, sections and details contained herein are o �TN OF yS � REVISIONS S'Fecrn-P,"I, in accordance with information contained in "Product Engineering Manual on 'All—View' Three Season Rooms" as published by Patio KARLA. App 1 Enclosures, Inc., Macedonia. Ohio. Limitations for product usage Rims / / are contained in said 'Product Engineering Manual". See individual CIVIL(4r;B x 1/r TEx sorer. job submittal for specific projections, unit widths and Wall heights. 's 4M78 c `t s FCrStFpEO 4' L SIGNATURE P.E.REG.NO. DATE S N' - Glass Roof -Panel Cross—Section ALL-VIEW Roous PEI ENGINEERING-SECTION 17 SNEER: 6 r ' Date Lc2/_& / y`I Slieet of_f ` Patio Enclosures, Lnc. "ALIView" Rooms, "ComfortView" Rooms and Solariums Dead Loads Roof Systems: 3" Aluminurn-over-Foarn: 1.35 pounds per square foot 6" A11-1m.in.im-over-Foam, Three-Piece I Beam: 1.34 pounds per square 6" Aluminu.m-over-Foam, One-Piece I-Beam: 1.89 pounds per square foot fritea al Skylights: add 30 lbs. for each skylight used Wall Systems: "AAVievv" Units: 20 pounds per lineal foot "ComfortViev✓" Units: 35 pounds per Lineal foot "CV ? 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: 4.0-1 PSF Glass & 5" Glazing Bars witli T' Steel Inserts: 3.36 PSF CERTIFICA-HON: I hereby certify the following: 1. I am in responsible cliarge concerning; the data contained herein. 2. The data contained herein Is true and correct, to the Kest of my knowledge and abl.Ilty. 3. I am gllalified to prepare the data contained herein, based on my education and experience. -1. 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 � G n IUFL A SECi32PETEI A,rus f_1 L ►6 S /Grs Et'Gl PEI Engineering Section 32 gy Date ��ZZSheet 2 of 3 tic Enclosures, Inc UrView" Rooms, ,Comfort-View".Rooms and Solariums ow Loads 0113 Her- Ch. 16) ferences, BOCA N13C Ch. 11, ICBO UBC Appendix Ch. 23, SBCCI SBC Ch_ 12 T 4—L�>,l�nq.dsiirlinq 1u}P�iSF�� SIi 1GLE SLOPE, ROOFS JJ JJ • flYGrnan, rkrhon9 i� &Gic 10'-t0' �rol• IQ'� �reJ• One-Sto Adjacent Struchue Two-Story Adjacent Structure Ground Snow Load (PSF) Drifting & Sliding x UL) oved=g (PSF) FBasic(P9F) Intensity (PSF) 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 erh SABLE ROOFS Yer�ava String 3L4i m3 rlv. 10'-2L' Width Haslc TYP )W-Zr Wi&+h Unbalanced Load Balanced Load Unbalanced Load Balanced Load round Snow Load (PSF) Basic (P5F) Sliding (PSF) Basic (PSF) Slidin (PSF) Overhang 20 17.5 5.6 14.0 5.6 14.0 30 26.3 6.9 21.0 6.9 21.0 40 35.0 8.2 28.0 8.2• 28.0 Dtes_ '1) Overhang is maximum 12" `,"or MSS o 2) Sliding snow is from upper roof when applicable 3) Roof Ecad is the greater of Snow Load or 20 PSF live Load � """`" � u° aiw,s -=CAT 0N., I hereby certify the following: 4057 4 po R O I a n in responsible charge concerning the data contained herein. �S, � a •�� The'data contained herein is true and correct, to the best of my knowledge and abili I am qualified to prepare the data contained herein, based on my education and experience. I am an actively re tered professional engineer in the states) havingg jurisdiction over the application of e data contained herein, to which 1 affix my seals) below. mature Date evistrati n I U F7iginerring Section 32 Canfid�tial ' Revised 1/94 B/ �� �� - Date�/z1,�,�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 Equivalent Fastest4tile Wind Soeed" ! Load NBC 1991 SBC ASCE ASCE Desciption Used Exp. UBC UBC 1994 7-93 7-95. (PSF) B or C • Exv.B •Ext).C Coastal Standard SBC Exo.C E,=.C Outward 14 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 I Outward @ Roof 16.6 75 89 —;F--r 65 83 76 1 70 75 1 Uoward @ Overhanz 43.2 90 98 75 1 87 >100 >100 90 91 1 Uoward @ Overhang Comer 43.2 1 74 98 75 74 85 85 72 72 1 V1AX. DESIGN WIND SPEED N/A 73 89 68 65 83 76 70 72 1 cQUTV.,3-SEC.,PEAK GUST N/A 87 105 82 B 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 e-xperience. 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 l Registration IS OF Ailss e `cO�� �ctiG o KARL A N� U RINAS N CIVIL 40676 �O SFG TERM SECT2P�P� AL � _Ig_�� PEI Engineering Section 32 -Confidential- Revised 7196 ADDITIONS OR ALTERATIONS - If located: ❑ North of Route 6- any work visible from outside - needs approval from OKH ❑ In Hyannis - If work visible from outside - Check to see if it's included*in the ❑ Hyannis Historic Waterfront District - if so it needs approval from them APPLICATION PACKAGE MUST INCLUDE: ( Map/parcel number Approval Sign-offs from: Health Conservation (if exterior work) Tax Collector Treasurer ❑ If ZBA relief(Special Permit or Variance is required for project: ❑Copy of ZBA Decision ❑Documentation proving that decision was recorded at the Registry of Deeds w/in one year of ZBA decision date. [� Street address Owner's name & address Permit request - full description of proposed project(v-value of replacement windows if applicable) ❑ Square footage - proposed project [�Estimated project cost ❑ Complete Dwelling information for Assessor's Office [� Builder's information Signature [� Plot plan Plans - 1 full-sized & 3 sets of reduced (8.5"x 11: or 8.5" x 14") plans with foundation, floor plan, cross section, framing schedule & smokes (SB or SH) Lam' Home Improvement Contractor's Affidavit n____�Worker's Comp form must include: Insurance company's name &Worker's Comp policy number ❑ Energy Compliance Form Copy of Construction Supervisor's License & Home Improvement Specialist's License R ❑Homeowner's License Exemption Form. Fee CHIMNEYS ❑ Need Home Improvement License ❑ No plot plan required PIERS & DOCKS ❑Need Construction Super license AND Home Improvement License Owner cannot pull own permit q-forms:permi ts I rev.08/30/00