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0205 CROCKERS NECK ROAD
a�- r t 1 I 3��3��- f��� ����� 1 .. - . r r , i H EmATLO j IA ®.... '�w'y�St '•k'�,rli��`N ''�{ �� ����'s kh 4€b��+�a�H�"` �i' y''+'�� �*. ..;� � 05 v y P m3ru y� 'A 3d :�'� +� 4l �, ,_t $�sx I .. SPRAY POLYURETHANE FOAM. . � :1 ,r+ go —kp OuY=200— Company Name CAPE.COD INSULATION Phone Number 508-775-4214 { Applicator Name JOSE ESPINAL Installation Date 1-13-2015 3obsite Address 205`CROKERS'NE�C)K-RD.-�COTUIt`MA v A-Side Lot #�s D348EBN704 Permit.Number , 1 $-Side Lot #'S 1431004 'r r fve'1^,:'r [' $✓:: .,.4:' T , ! ..r,• l'. "f f, 03 ��. ..;,+r�.., 4.,h, -;�' .y„... .r,.:- fifi 3 ..9� v.. r+t.. "'.. 7.�i n t z' ,.5� a . ,' .. > �M,�M1 5' _Tl, 6 „� u M. r � �. ,ikT" � 0 0 �� • •. �,;, -::. .. S� �.-. :. a •� ,a ���. �;. m'"«• �s 2 E�;;3a�•a. '\T. a+• �e � . - Walls 3" ,. R-21 1'010 r; Attic ` SLOPES 5" R-35 50 MUDROOM FLOOR i 4 1/2" R-31 140 _. ,.. ..t.�. •%4xe' y:c, .,. +.,}_�. },.,..A .. -..+�,�,. ., t,. .?. �..:..,�."+( .. w:; ;.;va' c +,,r p,7:mats' b er '�•'r�:-� b• A. `* ��r"s.� fi ,t q,.. �. �i ,. .�Y g ., +- ,',. '� � ....:,,ati.. ��'.. .,. �F,.. _..,'&.... : .,ih...@w E@ t. •St �: «tw `�" �. C.� y+v}' .4.:.. ". 8 �&i�'�n$" is e" i Tr t,: P +.' .!� 5..,,.:..L 'A. c �i.tr •;� e 3,":mot ,..�. E>`.: 4. l"�v3 t.+..-;r> �•":..a�.�:�1"�+a ,`;� .'�, 'a �' t2;+>."nx df F�+r:`� ' "�r� h"7�':t� �a, .� .. �.:8 fi �-, . 817-640-4900 9 Info@Demilec.com www.DemilecU.SA.com "ILEC APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Gl f one Number Aga Address rZ0 J� l _�` �Y �G License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTI0 DEBRIS RESULTING FROM THIS PROJECT.WILL BE TAKEN TO lam. SIGNATU DATE ` 5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map , D Parcel,' (233 =Application # l o1`v Health Division _ Date Issued Conservation Division Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board �QA Historic - OKH _ Preservation/Hyannis � - Project Street Address .2 05- CUr�c �e s^s �B Ck 1?-t'2ac� Village Owner e Address / a A Telephone Permit Request 9v 160 Square feet: 1 st floor: existing proposed 11600 2nd floor: existing_ —proposed W`f p Total new /-00 Zoning District Flood Plain Groundwater Overlay Project Valuation 11 d=0 Construction Type Lot Side r 36 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 91 Two Family ❑ Multi-Family (# units) Age of Existing Structure PGO Historic House: ❑Yes &No On Old King's Highway: ❑Yes No Basement Type: 183 Full P-Crawl ❑Walkout ❑ Other w Ll u In Pr I3Cd l_r20 ILII �C � Basement Finished Area(sq.ft.) 360 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing (5 new Number of Bedrooms: -3 existing VnZ �f Total Room Count (not including baths): existing new $ First Floor Room Count 1� Heat Type and Fuel: AGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes 21.No Fireplaces: Existing New Existing wood/ I stover Ye L1 No Detached garage: A existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑e fisting ❑kn :7 ew size_ sag i5 "q Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: If Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ cm Commercial ❑Yes I No If yes, site plan review# Current Use & 4dem ft a.l Proposed Use Aosiweil l.'G APPLICANT INFORMATION. _ (BUILDER OR HOMEOWNER) Name lam r/ 1a iP-1Ar0117 1 P.�S GG� p!r Telephone Number Address- o License # / Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO All SIGNATUREl C A S +� FOR OFFICIAL USE ONLY k s. £ APPLICATION# DATE ISSUED . r MAP/PARCEL NO. F 's ADDRESS VILLAGE OWNER i r DATE OF INSPECTION: ' FOUNDATION•,"04 O .., ®z/�/tiZl V_ FRAME -'INSULATION; C Q'L3 FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL B_UI_LDING '.. 4 DATE CLOSED OUT ASSOCIATION PLAN NO. 1 The Commonwealth ofAfassachusetts Department of industrial Accidents Difice of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electr icians/Pl-ambers Applicant Information Please Print Lep-libly Name (Business/Organ oavbdmd a4: j)In u O n n �q Z t)k o n is- F +Sc k e•r Address: a�©Jr C��' � v City/State/Zip: 001 Iy 3 S Phone#: c)?-" 3 Are you an employer? Check the appropriate bog; 4: I am a general contractor and I Type'of project(i equwed): . I.❑ I am a employer with g employees(M and/or part-time).* eve hired the sub-contractors 6• _❑New construction 2.❑ I am a sole proprietor or partner- d on the attached sheet. 7. [(Remodeling ship and have no employees These sub-contractors have g, E]Demolition working for me.in any capacity, employees and have workers' [No workers'comp,fi suiance comp,insurance,# 9; []Building addition .. required-] 5, [] We are a corporation and-`its 10. Electrical repairs or additions �'3.❑-I am a homeowner doing all work officers have exercised their 1 LE]Plumbing repairs or additions myself [No workers' comp, right of exemption per MGL insurance required.]t c. 152, §1(4), and we have n 12_o 0Roof r eP� employees. [No workers' ` II EI Other /7r comp.Insurance required.]' � *Any applicant that cheeks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing aIl work and then him outside contractors must submit a new afdayit indicating such, �Conhactors that check this box rant aitnrhed an additional sheet showing the name of the sub-mot actors and state whether or not those entities have cmployces, If fe sub-contractors have employees,they'must provide then workers'c policy number, omp,p cy lam an employer that is providing workers'compensation insurance for information my employees Below is the policy and job site Insurance Company Name: Policy#or Self-ins.Lic.# ;. Expi:L # on Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. 152 can lead to the imposition of criminal penalties of a- fine np to$1,500.00 and/or one-year imprisonmen4.as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. IIddo^h-e-reeby the pains and p as of that a in aWon provided above is true and correct Si "Date: � 2k4) F only. Do not write in this area to be completed by city or town o fiv id wn• 13ermit/lacense# hority(circle one):Health Z.Building Department 3. Cty/Town Clerk 4.Electrical Inspector5.PlumbingInspectorrson: Phone#: e i 5✓ </ J DATE(MM/DD/YYY) 641 vc4teCERTIFICATE OF LIABILITY INSURANCE oarobrzoiz THI-CERTIFICA E IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE LCERTIFICATE HOLDER. - - IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement,on this.certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER- CONTACT Robert-E Bouchie Jr Insurance PHONE FAX - �,/ P O BOOR 4 O O' (A/C. No. Ext): (A/C. No): .. E-MAIL - Cataumet; MA 02534 ADDRESS` PRODUCER CUSTOMER IDC.. INSURED(S) AFFORDING COVERAGE NAIC B INSURED - INSURER A: A.I.M. Mutual Insurance Co 33758 Shawn Bearse INSURER B: dba Shawn P Bearse Construction INSURER C: 123 Bog Road INSURER D: Marstons Mills, MA 02648 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. POLICY NUMBER. POLICY E£F POLICY EXP LIMITS TYPE OF INSURANCE lwuPn)rxxx! 4HNMD/rxrn GENERAL LIABILITY EACH OCCURANCE $ ❑COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED z PREMISES(E..eceo ee) $ ❑❑C-MS MADE ❑OCCUR - MED EXP (Any onepezaonl 5 a - PERSONAL L ADV INJURY $ . GENERAL AGGREGATE $ GE(."L AGGREGATE LIMIT APPLIES EP.: [:]POLICY ❑PROTECT n- LOC PRODUCTS -COMP/OP AGG $ 5 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (ea accident) .. ....._ ❑Af!'i AUTO -. ,.. . _ BODILY INJURY (per person) $ n ALL OWNED AUTOS ..- - .BDDILY INJURY(paz-accident) .5---'- - , SL'NEDULEO'AUTOSFI PROPERTY DAMAGE.. HIR.ED AUTOS - - (per accident) - - $ - ❑NON-OWNED"AUTOS- - _ - .. 5 ... - .... S ❑UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ []EXCESS LIAR ❑ CLAIMS MADE - AGGREGATE - $ DEDUCTIBLE $ , EIRETENTION $ WORKERS COMPENSATION ® He �t`N' OTN- AND EMPLOYEES LIABILITY Toar txncts ER THE PROPRIETOR/PARTNERS/ E.L. EACH ACCIDENT $ 100,000 A EXECUTIVE OFFICERS ARE - --�`�`�j inC — �'j exci - -- 7U26115012012 - - — _.�-�•�E:,;E--�DL:�Y-Lx:;I:__;-- 5C0-,JCO- 03/29/2012 03/29/2013 E.L. DISEASE- EA EMPLOYEE g SOO,OOO COMMENTS /DESCRIPTION OF OPERATIONS OR LOCATIONS: - - - BRAWN BEARSE IS NOT COVERED BY THE WORKERS'COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION COTUIT COMP ATT TIM FETSCHER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE lO PAULA LANE. POLICY PROVISIONS. COTUIT, MA 02638 AUTHORIZED REPRESENTATIVE/^"_,2 Aidf t,f y h INETown of Barnstable Regulatory Services 3 Massns g,' Thomas F.Geiler,Director 1659. ►�� Building Division r Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 - HOMEOWNER LICENSE EXEMPTIONS - 2 I > Please Print DATE- cJOB:LOCATION:. �oS . C'° V 1'.�CCQ TV number street village_, �` p "HOMEOWNER ' Z.� S `f- name home phone,# work phone# CURRENT MAILING-ADDRESS city/town state zip code The current exemption for"homeowners was extended to include owner-occupied dwellings of six units or less and to allow" homeowners to engage an individual for hire who does.not possess a license,provided that the.owner acts as,supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which.there is,or is intended to be a one or two- family dwelling,attached or detached structures accessory,to such use and/or farm structures. A person who constructs'more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form;_ acceptable to the Building Official,that he/she shall be responsible for all such work Derformed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes; bylaws,rules and regulations: The undersigned"homeowner certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedur d requ' ents and that he/she comply with said procedures d requ' nts. Signature of �me ei^ Approval of Building Official Note: Three-famil "dwellin s containin 35 OOO:cubic feet or larger will be required to:com l with the StateBuildin—Code Y g, g g q PY g Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION , The Code states that: "Any homeowner performing work-for'which a building permit is required slia1be exempt from the provisions of this section(Section 109.1.1—Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that.such Homeowner shall act as'supervisor.". Many homeowners who use this exemption are.unaware that they are assuming the responsibilities-of a supervisor (see Appendix Q;Rules&Regulations'for Licensing Construction Supervisors,Section 2.1�- This lack of awareness"often results in serious problems,particularly when the homeowner hires.unlicensed persons..'Inthis case,our Board cannotA proceed against the unlicensed'person as it would with licensed`Supervisor.. The homeowner acting as.Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue.is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. 'Q`.\WHILESTORMS\building permit forms\EXPRESS.doC Revised 051811 THE Tom_ * )ARN9TABLE, * . 9 1639. `fig' Town of Barnstable - Regulatory Services Thomas.F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us or Office: 508-8624038 `. Fax: 508-790-6230 y Property Owner Must ' Complete and.Sign This Section If Using A Builder as Owner of the subject property hereby'authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address-of Job) _ 1 � Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPHLESTORMS\building permit fonns\ERPRESS.doc Revised 051811 �o TAN oS Lo � or �� VYI iq � 5 Cone U14, I/ r t,U�KY ct/no w 5� 6 - aSD - g^aa � Page l of l f ' Mckechnie, Robert T/`F lA/� ZOO �-ieoc/�c�s FQc From: Timothy Fetscher[cotuittim@hotmail.com] Sent: Wednesday, July 27, 20.11 7:29 PM To: Mckechnie, Robert Subject: FW: Delivery Status Notification (Failure) O'k '0 From: postmaster@mail.hotmail.com To: cotuittim@hotmaii.com Date: Wed, 27 Jul 2011 10:00:20 -0700 Subject: Delivery Status Notification (Failure) This is an automatically generated Delivery Status Notification. Delivery to the following recipients failed. robert.mckechnie@town.barnstable.me.us --Forwarded Message Attachment-- From: cotuittim@hotmaii.com To: robert.mckechnie@town.barnstable.me.us Subject: fire damage Date: Wed, 27 Jul 2011 12:00:15 -0500 July 27 Dear Mr. McKecknie, We are in the process of trying to rehab the home at 205 Crockers Neck--The main (current) issue is the roof. 2/3 of the roof are to be removed. I would like to proceed with repairs using SIPS, which are structural insulating panels. , Although these have. been around for 25 years they are not well known. With respect to the roof there would be no support joists as the panels themselves are strong enough and they have superior R values with 4.5 inch panels rated about R-47, I have questions also concerning the porch which we are interested in converting it into an--Atrium type structure. Finally the fire place and it's chimney are to be removed, there is no use keeping it and we can use the room(also there is an illegal chimney which handled an illegal incinerator.) and this will also be removed. I have one question. Do we have to generate an architect quality outline or plan. I am myself artfully challenged so I would have to farm this out. I look forward to meeting and or talking with.you soon. Sincerely, C Timothy Fetscher 7/28/2011 FETSCHER BEAM AT GABLE END I MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable stress Design - MSI: 0."NOTE: LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL2950Fb-2.OE DESIGN CRITERIA VSx: 0.12 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY - DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.21 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. _ METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) - LIVE LOAD - 30 PSF DEAD LOAD = 15 PSF , LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 45 PSF - THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. - UNIFORM WALL DEAD TOP 85 PLF 00-00-00 12-00-00 0.90 - _ ROOF LEFT SPAN CARR. 0.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM BEAM WEIGHT 10 PLF 00-00-00 12-00-00 0.90 - ROOF RIGHT SPAN CARR. 0.00 FT LATERAL STABILITY. 3.DO NOT CUT,NOTCH OR DRILL LP LVL. WARNING NOTES: DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. - ' _ LIVE LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 180 TO SIZE. - • USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW - -CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. - BY A DESIGN PROFESSIONAL. REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT - - APA PR-L280 EACH END OF COMPONENT. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 . BEAM AS DESIGNED'.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LARDS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS HUD MR-1214 APPLIED TO TOP EDGE OF LP LVL;SUCH THAT BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. - CCMC 11518-R LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. - - ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ANCHOR LIP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. (3-1/2")NAILS AT 12"OC.STAGGER ROWS... " NAILS CAN BE DRIVEN FROM ONE FACE OR HALF THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED FROM EACH FACE. NAILS MAY BE COMMON OR LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SQ FT) - - BOX NAILS WITH A MfNIMUM SHANK DIAMETER OF 0.131". 16d SINKERS(3-1/4")MAYBE -USED,BUT HALF MUST BE DRIVEN FROM. >w' +. �•�... , - EACH FACE. y % .� "# r .. SUPPORT REACTIONS '(LBS):. MAXIMUM B E A R I N G N U M B E IR DOWN 833 833 3.500 Y ° UPLIFT ___ --- CROSS.SECTION _ MIN BEARING SIZES - MAXIMUM DEFLECTIONS ! CALCULATED ALLOWABLE ..' -: :• - - - .. .. LIVE LOAD 0.04^(L/4023)- 0.59" .- *DEAD LOAD 0.13 1k - u - 12 0- .0_ _ TOTAL LOAD 0.12"(L/1187) . 0.79" �._. - ._ s '• ""THIS DRAWING IS NOT TO SCALE"• ? Handling 8 Erection - Miscellaneous Information - -LP LVL,LP LSL and CTR,LP•I-Joist Specifications .Software Provided By: '05123112 "IRC .. Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications, LP Engineered Wood Product., e plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the thenecessary to structure compliance approval and'Common nails driven parallel to glue lines shall spaced a minimum of 4"for 10tl "414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete strGclurebefore using this and 3"for 8d. ' TN 37219;' � -component until after all the framing and fastening are( component. If the design criteria listed above does not.meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR;LP 1-Joists except as shown Nashville ' v completed,At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed - in published material from LP any use of LP LVL;LSL and CTR,LP I-Joists contrary Phone 860.515.7570' be applied to the component, ..and sealed,the structural design is approved as shown in this drawing-� to the limits set forth hereon,negates any express warranty of the product Uo Fax 866.753.4369 v. ' Design Criteria based on data provided by the customer. LP LVL,LP LSL and CTR',LP disclaims.all implied warranties including the implied warranties of merchantability c 1-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use ` The design and material specified are in substantial . contact with concrete must be protected as required by code.Continuous DWG # •. - . conformity with the latest revisions of NDSr'Dead load i lateral support is assumed.(wall„flwr..beam,.etc.)..LP does not.provide deflection includes adjustment factor for creep.Total load P g r Engineer's seal-A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # on-site ins action:This drawing must.have en Architect's o _ deflection is instantaneous. - afixed to.be considered an Engineering document. .. - LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fsl\users\dgreenlaw\LP\Beam Calcs\FETSCHER\WOODE.SPX FETSCHER BEAM AT FRONT WALL MA BOTELLO LUMBER CO., INC. - 2012.1 Allowable Stress Design - - MSI: 0,.29 NOTE: LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL2950Fb-2.0E DESIGN CRITERIA VSI: 0.28 ' - 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY - DESIGN CONSISTS OF 2 - PLIES FASTENED THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). RSI: 0.38 < ` LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. . . - LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) - DEAD LOAD 15 PSF ~ r, LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD - - LDF TOTAL LOAD = 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. - - UNIFORM ROOF LIVE TOP 180 PLF 00-00-00 28-01-08 1.00 ROOF LEFT SPAN C 12.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 90 PLF 00-00-00 28-01-08 0.90 ROOF RIGHT SPAN AR ARRR.. 0>00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 10 PLF 00-00-00 28-01-08 '0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL DEFLECTION CRITERIA • 4.SHIM ALL BEARINGS FOR FULL CONTACT.' '. - WARNING NOTES: LIVE LOAD DEFL: L / 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE - - TOTAL.LOAD DEFL: L / 24 240 TO SIZE. - ..,THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS: ' 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REVIEW - REPORT f) 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. APA PR-1,280 24"O.C.OR LESS. - - ICC-ES ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LOADS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, HUD MR-1214 APPLIED TO TOP EDGE OF LP LVL;SUCH THAT - ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS f CCMC 11518-R LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. - - - ATTACH THE TWO PLIES WITH 2 ROWS OF 16d(3-1/2")NAILS AT 12"OC.STAGGER ROWS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF - - - ' FROM EACH FACE. NAILS MAY BE COMMON OR THIS LVL BEAM HAS BEEN DESIGNED TO.SUPPORT A 300 LBS CONCENTRATED - • - - . BOX NAILS WITH A MINIMUM SHANK DIAMETER LOAD ACTING OVER 2.5X 2.5 FT(6.25 SO FT) OF 0.131". 16d SINKERS(3-1/4")MAYBE - - ' USED,BUT HALF MUST BE DRIVEN FROM - . EACH FACE. - .. . .. .. 180 180 90 go SUPPORT REACTIONS (LBS).',, _ '�..- 9.500 > .. MAXIMUM B E A R I NG N U MB,E:R - - 1 ,.2 ... 3.: 4 �Ic, 1.750 DOWN, '. 1108 2513, 3498 1433 -.g I 3.500 - UPLIFT - . .. CROSS SECTION MIN BEARING SZ'ZES (IN-SX) - 1- 8 3-.8 3- 8 1- B MAXIMUM.DEFLECTIONS CALCULATED ALLOWABLE •LIVE LOAD 0.11"(L/,1286) 0.61^ 8- 9- 0 7- 2- 0 '12-.2- 8 *DEAD LOAD 0.09" 28- 1- 8 - TOTAL LOAD '0.17^(L/857).- 0.8111 •**THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information. LP LVL,LP LSL and CTR,LP I-Joist Specifications. . .,.. Software Provided By: 05/23/112 y IRC- Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the *Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood PfOdUCtS plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 'installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. - - - component until after all the framing and fastening are ' component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 _ completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,"LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing . to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided.by the customer. LP LVL LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability; ' Design Criteria - I-joists are made without camber and will deflect under load:Wood in direct and fitness for a particular use. - s 'The design and material specified are 1,1tsubstantial contact with concrete must be protected as required by code.Continuous .. DWG # , conformity with the latest revisions of Nos.*Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide - - deflection includes adjustment factor for creep.Total.load on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. LP'is a registered trademark of Louisiana-Pacific Corporation. - 'File:\\fsl\users\dgreenlaw\LP\Beam Calcs\FETSCHER\WOODE.SPX- - - FETSCHER FLOOR BEAM AT CENTER LINE' MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable Stress Design MSI: 0.42 NOTE: LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.33 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES- FASTENED - RSI: 0.42 NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES THE VERTICAL LOADS SHOWN VERIFICATION OF TOGETHER (REFER TO.NOTES) . FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING LIVE LOAD' = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX - - ORARCHITECT. 'UNIFORM BEAM WEIGHT 10 PLF 00-00-00 40-00-00 0.90 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE SIDE 1 PLF 00-00-00 40-00-00 1.00 FLR LEFT SPAN CARR. 0.06 FT LATERAL STABILITY. UNIFORM FLOOR DEAD SIDE 10 PLF 00-00-00 40-00-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. 1-CONCENTRATED FLOOR LIVE TOP 2972 LBS 15-09-00MINBRG=3.50" 1.00 4.SHIM ALL BEARINGS FOR FULL CONTACT. 1-CONCENTRATED FLOOR DEAD TOP 891 LBS 15-09-OOMINBRG=3.50" 0.90 DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL 2-CONCENTRATED FLOOR LIVE TOP 2972 LBS 27-06-OOMINBRG=3.00" 1.00 LIVE LOAD DEFL: L / 360 TO SIZE. 2-CONCENTRATED FLOOR DEAD TOP 891 LBS 27-06-OOMINBRG=3.00" 0.90 TOTAL LOAD DEFL: L / 240 6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. 7.COMPRESSION EDGE BRACING REQUIRED AT WARNING NOTES: - - CODE COMPLIANCES 24"O.C.OR LESS. - - - - - REPORT # THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS' APA PR-L280 ATTACH THE TWO PLIES WITH 2 ROWS OF 16d USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS r ICC-ES ESR-2403 (3-1/2")NAILS AT 12"OC.STAGGER ROWS. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW LADES RR-25783 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF BY A DESIGN PROFESSIONAL. -- HUD MR-1214 FROM EACH FACE. NAILS MAY BE COMMON OR _ - - CCMC 11518-R BOX NAILS WITH A MINIMUM SHANK DIAMETER PROVIDE RESTRAINT AT.CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. - OF 0.131". 16d SINKERS(3-1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL - - EACH FACE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CONCENTRATED LOADS MUST BE EQUALLY ARCHITECT OR DESIGNER TO VERIFYTHAT THE SUPPORT STRUCTURE FOR THIS _ DISTRIBUTED TO ALL PLIES.ADDITIONAL BEAM 1S CAPABLE OF SUPPORTING THE REACTIONS: - - FASTENERS MAY BE REQUIRED. - PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE - PROVIDED BY PROJECT DESIGNER. ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. - BEARING 4REQUIRES FULL-DEPTH BLOCKING,SQUASH BLOCKS OR OTHER DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER.1046 LBS. 7 - 9.500 - SUPPORT REACTIONS (LBS) .MAXIMUM B E A R I.N.G N U M B.E,R - -- - 1' 2- 3 4... 5 1.750 DOWN 15 2392 2303 38.92 96 3.500 `. --- --- --- UPLIFT 123 CROSS SECTION - `�'-•` MIN BEARING SIZES (IN-SX) MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE _ LIVE LOAD 0.07"(L/1421 .0.28". 3... - 12- :0- 0 8- 6- 0 . '7- 0- 0 12- 6- 0 . *DEAD LOAD 0.03" _ - - 40- 0- 0 -TOTAL LOAD -0,;,Q9"(L/1092) 0..42 - - - ***THIS DRAWING IS NOT TO SCALE*" - Handling&Erection -. Miscellaneous Information • LP LVL,LP LSL and CTR,LP I-Joist Specifications - Software Provided By: 05/23/12 `IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications.. LP Engineered Wood PfodUCIS. *'e plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and`Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad.. Nashville,TN 37219 - component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LPI-Joists except as shown - completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability •3 Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular:use. - - ... The design and material specified are insubstantial- contact with concrete must be protected as required by code.Continuous- DWG # conformty with the latest revisions ofNDS.-Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide - ,x. deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal`A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. ` - - LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fsl\users\dgreenlaw\LP\Beam Calcs\FETSCHER\WOODE.SPX FETSCHER BEAM AT SUNROOM '� _ !' MA BOTELLO LUMBER CO.,INC. ;— .r M; NOTE: 2012.1 Avowable Stress Design LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL295OFb-2.OE DESIGN CRITERIA MSI 0.39' : VSI: 0:24 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1. OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED1 . RSI: 0.52 THE VERTICAL LOADS SHOWN VERIFICATION OF ( TOGETHER (REFER TO NOTES). '1 " FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING � .`(DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) � LIVE LOAD. = 35 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER - - DEAD LOAD _ = 20 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF - TOTAL LOAD _ = 55 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER - FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM ROOF LIVE TOP 210 PLF 00-00-00 12-00-00.. 1.15 ROOF LEFT SPAN CARR.. 12.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS.TOENSURE UNIFORM ROOF DEAD "TOP 120 PLF 00-00-00 12-00-00 0.90 - ROOF RIGHT SEAM CARR. 0.00 FT LATERAL STABILITY. UNIFORM 'BEAM :WEIGHT 10,PLF 00-00-00 12-00-00 0.90 .. - - - " 3.DO NOT CUT,NOTCH OR DRILL LP LVL. ,. DEFLECTION CRITERIA 41 SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: - - LIVE LOAD DEFL:,. L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL ".r > - - TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS - CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENTLREQUIRES REVIEW - REPORT # . 7.COMPRESS1 N EDGE BRACING REQUI RED AT BY DESIGN PROFESSIONAL. APA P -. . L280 24O.CORLESS - - - - -- ICC-ES. ESR-2403 .1." MINIMUM BEARING SIZES ARE SUFFICIENT.TO PREVENT CRUSHING OF.THE LP LVL - .. LOADS - RR-25783 - DESIGN ASSUMES COMPONENTS CARRIED ARE . BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - HUD-- MR-1214 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC ' 11518-R - LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2")NAILS AT 12"OC.STAGGER ROWS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. •i" .NAILS CAN BE DRIVEN FROM ONE FACE OR HALF , - - '• -. > - '• v FROM EACH FACE. NAILS MAY BE COMMON OR - THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LEIS CONCENTRATED BOX NAILS WITH A MINIMUM SHANK DIAMETER - LOAD ACTING OVER 2.5 X 2.5 FT-6.25 SO FT ` - = OF 0.131", 16d SINKERS(3-1/4")MAYBE ' USED,BUT HALF MUST BE DRIVEN FROM - - EACH FACE, : s 120 "a _ • - - 1#1 H I 1 11 1 1 1 11 11 1 1 1 11 1 1 11 11 - 9.500 SUPPORT REACTIONS (LBS): MAXIMUM B E A R I N G N U M B E R 1 2 :. 1.750 . ., .. r • - DOWN 2037 2037 • 3.500 UPLIFT --- --- - • ' ' CROSS SECTION - _ MIN SEARING SIZES (IN-SX) 1- 8 1- B _ MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE .. • •. LIVE LOAD 0.19"(L/758) 0.59" *DEAD LOAD 0.171 - 12- 0- 0 TOTAL LOAD 0.30"(L/469) -0.79" " •••THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: D5123112 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. Nashville,TN 37219 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown " completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express wamanty of the product and LP Fax 866.753.4369 " based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability • 1�. - Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are I.%substantial contact with concrete must be protected as required by code.Continuous DWG $): conformity with the latest revisions of NDS.'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineers seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # ` deflection is instantaneous, afixed to be considered an Engineering document LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fs1\users\dgreenlaw\LP\Beam Calcs\FETSCHER\WOODE.SPX FETSCHER BEAM AT STAIRS MA BOTELLO LUMBER CO.;INC. 2012.1 Allowable Stress Design "� '4 - "LOAD TABLE MSI: 0.19 NOTE: 2 PLIES 1.750 X 9.500 LP LVL295OFb-2.OE' DESIGN CRITERIA VSI: 0.12 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY. - - DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: .0.21 NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES - THE VERTICAL LOADS SHOWN VERIFICATION OF � - TOGETHER'(REFER TO NOTES). - - FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING - FOR MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LIVE LOAD _ 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER - DEAD .LOAD = 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD - FROM TO LOAD. LDF TOTAL_LOAD _ 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER" FT-IN-SX FT-IN-SX - - -OR ARCHITECT. UNIFORM WALL DEAD TOP 85 PLF 00-00-00 12-00-00 0.90 • - - ROOF'LEFT SPAN.CARR. 0.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE -UNIFORM "BEAM WEIGHT 10 PLF 00-00-00 12-00-00 0.90 ROOF RIGHT SPAN_CARR. "0.00 FT LATERAL STABILITY. _ - - 3.DO NOT CUT,NOTCH OR DRILL.LP LVL. WARNING NOTES:' - DEFLECTION CRITERIA, " 4.SHIM ALL BEARINGS FOR FULL CONTACT. - .. LIVE LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL - THIS.COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. • TOTAL LOAD DEFL: L. / 180 TO SIZE. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. ` STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW - - CODE COMPLIANCES . MAKE PROVISION FOR ADEQUATE DRAINAGE. BY A DESIGN PROFESSIONAL. - - .REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT " - I ,APA PR-L280 " EACH END OF COMPONENT. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL - ICC=ES ESR-2403 - "BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LOABS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS - - ." HUD MR-1214 APPLIED TO TOP EDGE OF LP"LVL,SUCH THAT - .BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. - - - - CCMC 11518-R - LOAD IS DISTRIBUTED EQUALLY TO EACH PLY.. - - - -ATTACH THE TWO PLIES WITH 2 ROWS OF 16d ANCHOR LP LVL ROOF BEAMSECURELY TO,BEARINGS OR HANGERS.. - - - - (3-1/2")NAILS AT 12"OC.STAGGER ROWS. , ,NAILS CAN BE DRIVEN FROM ONE FACE OR HALF THIS'LVL BEAM HAS BEEN DESIGNED TO SUPPORT A300 LBS CONCENTRATED -FROM EACH FACE. NAILS MAY BE COMMON OR LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) - - - - BOX NAILS WITH A MINIMUM SHANK DIAMETER - OF 0.131".. 16d SINKERS(3-1/4")MAY BEUSED,BUT HALF MUST BE DRIVEN FROM EACH FACE. - + ' - - - uP - 85 SUPPORT REACTIONS ,(LBS) MAXIMUM B E A R I N G N U M^B E R 1 2 �Ic 1.750 DOWN 833 . 833 I '3.H0 - UPLIFT ___ CROSS SECTION MIN SEARING SIZES MAXIMUM DEFLECTIONS - - CALCULATED ALLOWABLE - - - - - - - LIVE LOAD 0.04"(L/4023) 0.59" - - *DEAD LOAD 0.131, - 12- 0- 0 TOTAL LOAD 0.12"(L/1187) 0.7911 "`THIS DRAWING IS NOT TO SCALE Handling 8 Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications - Software Provided By: 05/23/12 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and UPI to be specific applications. LP Engineered Wood Products_ plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 - - installed by others.No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Nashville,TN 37219 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth herwn,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria 1-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conforrnity-with thedatest•revisionamf.NDS=Dead-bad-- aum Weral.suppoRJaased.(walL.Fl P_oor-beam,.etc).Adow.nol.provide— deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineers seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fs1\users\dgreenlaw\LP\Beam Calcs\FETSCHER\WOODE.SPX FETCHER RIDGE BEAM MA BOTELLO LUMBER CO:,INC. CI ; 1 _ I 2012.1 Allowable Stress Design * - "' MSI:.0.52 NOTE: LOAD TABLE 2 PLIES 1.750 X'11'.875 LPLVL2950Fb-2.OE DESIGN CRITERIA VSI: 0.39 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY . q" DESIGN CONSISTS OF. 2 - PLIES FASTENED RSI: 0.42 THE VERTICAL LOADS.SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER .(REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED'. LOADING,DEFLECTION LIMITATIONS,FRAMING• - LIVE LOAD = 35 ",PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER M'tDIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) _ s # DEAD :LOAD :�20 - BSF" � LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE.: LOAD. FROM TO LOAD -LDF } s TOTAL LOAD ._ :55 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER"' - ',•... - FT-IN-SX FT-IN-SX �- OR ARCHITECT. -UNIFORM. ROOF"';LIVE TOP 426 PLF 00-00-00 11-06-00 1.00 ROOF LEFT'SPAN'CARR: `. 12.00 FT - 2.PROVIDE RESTRAINT AT T SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP '240'PLF 00-00-00 11-06-00 -0..90 ROOF RIGHT SPAN CARR. 12.00 FT LATERAL STABILITY. .UNIFORM BEAM WEIGHT 12 PLF 00-00-00 Si-06-00�' 0:90' - 3.DO NOT CUT,NOTCH OR DRILL LP LVL... _ ;r.., - - - DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: -. _ ":. r LIVE' LOAD DEFL: L /:240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL _ f' TOTAL LOAD DEFL: L / 180 ' TO SIZE. - - THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. - . . 6:THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS s " _ CODE COMPLIANCES •"�' MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW' REPORT # r " .... - 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. : ': `. `` " ' , - APA PR-L280 - 24".O.C.OR LESS. .. .-, ,. a - ICC'-ES ESR-2403 ° - MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF:THE LP.LVL €<. - - - LADBS RR-25783:. . ,DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - - - HUD MR-1214 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFYTHAT THE SUPPORT STRUCTURE FOR THIS` • - CCMC `11518-R ` LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. r ' ATTACH.THE TWO PLIES WITH 2 ROWS OF - (3-1/2")NAILS AT 12"OC.STAGGER ROWS. ..ANCHOR LP LVL ROOF BEAM.SECURELY TO BEARINGS OR HANGERS. - NAILS CAN BE DRIVEN FROM ONE FACE ORHALF FROM EACH FACE. NAILS MAY BE COMMON OR THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED BOX NAILS WITH A MINIMUM SHANK DIAMETER LOAD ACTING OVER 2.5X 2.5 FT 16.25 SO FT). - - - OF 0.131" 16d SINKERS(3-1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM - -EACH FACE. F x 420 240 241 SUPPORT'REACTIONS'(LB$)< : 11.875 - MAXIMUM`B'E A RI N G N U MB E R _ 1- 2. �Ic' 1.750•.. .. DOWN 3863 -3.863 : � - I 3.500 UPLIFT --- --- ' - CROSS SECTION - - MIN BEARING SIZES (IN-SX) - 3- 8 3- 8 MAXIMUM DEFLECTIONS - .. .... CALCULATED ALLOWABLE LIVE LOAD 0.15"(L/880) 0.56" - r *DEAD LOAD 0.14" - - .. 11- 6- 0 TOTAL LOAD 0.24"(L/550) 0.75" ***THIS DRAWING IS NOT TO SCALE*** Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 05/23/12 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 ` installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for 8d. Nashville,TN 37219 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown EM completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP 1-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing, to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 r ' based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitnew for a particular use. The design and material specified are di substantial contact with concrete must be protected as required by code.Continuous - DWG # conformity with the latest revisions of NDS.'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineers seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # ' deflection is instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Files\LP\Wood-E Design\2012.1\WOODE.SPX FETSCHER BEAM AT SUNROOM M r MA BOTELLO LUMBER CO.,INC. 2012.J Allowable Stress Design - - - • n -- MSI: 0.04 NOTE: f LOAD TABLE 2 PLIES 1.750 X:7.250 LP LVL295OFb-2.OE DESIGN CRITERIA - ' VSI: 0.07 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY• - - - DESIGN CONSISTS OF 2 -'PLIES FASTENED RSI: 0.13 ` THE VERTICAL LOADS SHOWN VERIFICATION OF - NOTE: LOADSRNLIVE LOADING ARE FOR INPUT CHECKED AS REQUIRED. OTHER LOAD CASES - TOGETHER ,(REFER NOTES). -- - - - LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. ' l., _ .LIVE LOAD _ "35 PSF (DIMENSIONS MEASURED LEFT END OF, OR CANTILEVER. {_- DEAD LOAD _ 20 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHERq• DIMEBUTION SOURCE"TYPE .,STOP/SIDDE� ;LOAD = OIDI-SX FT-IN SX�LOAD LDFy :.• "'" '-:TOTAL LOAD • _' 55 PSF ( ) a LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION THE RESPONSIBILITY OF THE PROJECT ENGINEER ` - - OR ARCHITECT. - = UNIFORM ROOF LIVE TOP), .210 PLF 00-00-00 12-01-00 1.15 ,�} - ROOF LEFT SPAN CARR. : 12.00 FT 2'PROVIDE RESTRAINT AT SUPPORTS TO ENSURE - UNIFORM „ROOF DEAD ,TOP 120:PLF 00-.00-00 12-0T-00 � � i4. 0.90 �--,, A�,�►^�}i ��� `�.ROOF,RIGHT SPAN CARR.,,,: 0-.00 FT LATERAL STABILITY. UNIFORM° BEAM '-WEIGHT �. 7 PLF`00-.00-00 12-01-00- 0-.90 - 'sue 3.DO NOT CUT,NOTCH OR DRILL LP LVL: DEFLECTION CRITERIA a✓tti.r'+...� 4.SHIM ALL BEARINGS FOR FULL CONTACT: � WARNING NOTES: -� � - � LIVE LOAD DEFL: L / 240 5.VERIFY,DIMENSIONS BEFORE CUTTING LP LVL,." r ? - p .TOTAL"LOAD e'DEFL: �, L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. _ '• •� - 6.THIS LP LVL.IS TO BE USED AS A ROOF BEAM ONLY. t`,USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS - CODE COMPLIANCES,: _ MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW,- REPORT # 7."COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL: - - - APA PR-L280 ' EACH END OF COMPONENT. - - - ICC-ES ESR-2403 .,..MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL - - LOADS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE 'BEAM AS DESIGNEDAT.IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,'- - - BUD - MR-1214 APPLIED TO TOP EDGE OF LP LVL;SUCH THAT ."ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R 3' LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. e ,r ATTACH THE TWO PLIES WITH 2 ROWS OF 16d - (3-1/2")NAILS AT 12"OC.STAGGER ROWS. PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE B NAILS CAN BE DRIVEN FROM ONE FACE OR HALF 'PROVIDED BY PROJECT DESIGNER. FROM EACH FACE. NAILS MAY BE COMMON OR - "' BOXNAILS WITH A MINIMUM SHANK DIAMETER .'ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. " OF 0.131". 16d SINKERS(3-1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM .THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED EACH FACE: "LOAD ACTING OVER 2:5 X 2.5 FT(6.25 SO FT) r M1;, '`P, •fir , " -210 SUPPORT REACTIONS (LBS) '..f.. 7.250 .. MAXIMUM B-E A R I N G N U M B E R - - 2 3 4 5 - 1.750 ' DOWN 913 1197 1197 911 h T .. 3.500 UPLIFT -- --- --- --- CROSS SECTION MIN BEARING SIZES, (IN-SX)_ - 3- B. 3- 8 3- 8 3- 9 MAXIMUM DEFLECTIONS .CALCULATED ALLOWABLE - LIVE LOAD 0.00"(L/28370) 0.1711 - 1- 4- 0 3-.0- 0 3- 6- 0 3- 0- 0 1- 3- 0 *DEAD LOAD 0.00" 12- 1- 0 TOTAL LOAD 0.00"(L/21529) 0.23" '•'THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP"LVL,LP LSL and CTR,LP kJoist Specifications Software Provided By: 05/23/12 IRC J Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the -Supports and connections for LP LVL,LP LSL,CTR and LPI to be speciflc applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. - Nashville,TN 37219 J component until after all the framing and fastening are component. If the design criteria listed*above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown completed.Al no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 Design Criteria based on data provided by the customer. LP LVL,LP LSL and CTR.LP disclaims all implied warranties including the implied warranties of merchantability Hoists are made without camber and will deflect under load.Wood in direct and fitness for a particular use.The design and material specified are ir.substantial contact with concrete must be protected as required by code.Continuous DWG # _ conformity with the latest revisions of NOS.'Dead load 1lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineers seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous, afxed to be considered an Engineering document - LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fst\users\dgreenlaw\LP\Beam Calcs\FETSCHER\WOODE.SPX Botello Lumber �`f 26 Bowdoin Rd ' Z Mashpee,MA 02649 ® 508-477-3132 Fax:508=477-4279B4O LO . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII L MBER COMPANY QUOTE ;Y 1205-156135 R1 PAGE 1, OF 1 T. .z.... a ...._... .........,... . .. ...«<. u .. ........ ..... .. .... ... .. _ FETSCHER, C.T. FETSCHER, C.T: 991950 0f 205 CROCKER NECK 205 CROCKER NECK CREATED ON 05/23%2012 COTUIT MA 02635 COTUIT MA'02635- 508-420-0336 f j EXPIRES ON x:' 06/23/2012 BRANCH 1000 ........ _ CUSTOMER PO# t STATION....... CS6 { CASHIER':, RD `t SALESPERSON ' -i ORDER' ENTRY RD s. ,. l MODIFIED `BY RD j Item .. !)escnpt�on. . . Gtu�rrti�; tJ/It+! Price : Per �lmoant LVL11 h 1-3/4"X`11-7/8 LAMINATED BEAM, r 2+1 LNFT f' 4.8900 LNFT: 117.36 2-12 c COMMENT RIDGE BEAM 1 EA EA f LVL9 1 3/4"X 9 1/2"LAMINATED BEAM 1:9900 LNFT 95.76 2-12y COMMENT ;, GABLE END 1 . EA EA LVL9 -1 3/4"X 9 1/2"LAMINATED BEAM:, 24. LNFT ' 3.9900 LNFT 95.76 2-12' COMMENT { BEAM AT STAIRS 1�- EA s EA LVL9 1 3/4"X 9 1/2"LAMINATED BEAM 80:: LNFT 3.9900 LNFT 319.20 ti 2-40' COMMENT 4BEAM AT CENTERLINE 1 EA EA LVL9 1 3/4"X 9 1/2"LAMINATED BEAM lk60` LNFT 3.9900 LNFT 239.40 2-30' '•� COMMENT BEAM AT FRONT WALL 1 ,EA EA LVL9 1 3/4"X 9 1/2"LAMINATED BEAM .24' LNFT 3.9900 LNFT 95.76 2-12' -% COMMENT BEAM AT SUNROOM ''' fZ 1 :EA EA SLF 1 3/4 X,7 1/4 LVL 28. LNFT 3.1700 LNFT 88.76 2-14.' ,r COMMENT BEAM"AT SUNRROM 1 EA EA Adjustment 5°lo Discount ' 52.60 Subtotal -999.40 MA 6.25% .Sales Tax 62.46 � Total 1,061.86 Signature A6 F Ili @ to �a ANDERSFN . Y awr. REF g a.. , I t y�i.'{� �B/ W a �fFItVC4 NE 26"x G`C�" F( r_ 0Y�;)IJ'r M.OWN F-R) :, , i?icf DprJR C)t yIST. SHELVES cu (1;�'�j LINEN � w i� 1 'No : L I B 1 I r `n i 4 x 0 POST ! WALL , , IN WALL— 1 ,`. 1N WALL 1;{I,I (p I',T: ;< (�%1FJpVE �Q 2'p' 4' 7' 2'e4 117.' if ANDERSEN 11 :.. (VAUt:Tkl' i:IILfNG) Y. (V/lt:il<`t(b►14;tMINr) y Swix'a3 `h ANDERSEN �•,.,.� � .,, 1W2104C � ��. ..,.� at, E-� w:� �Q'e.�sb .� �•'g"c�i Zs P�,r� AIII51 ll'SEN ANDERSEN ANDERSEN lip I W:104G 11PJ 21 G46 1'W M46 It .. .w.�...,,....w..,......w.--... •.^•ql ..dwa. ♦ ....., -..._ _.. .,....� d 6 EXIST. 4.4N1;C!F s.4�.f pv� �rxl:�r �;, B<;A6) r-'Irtq lje n to♦Ink i - .. SEE FLAN PROVIDED :t� STEA°JOLI AII. a 1 Y'A5TC:PrE:675 FOARD PANEL,. INC. ON ALL SIPS ROOF PANED �' �S� rr —2 1 ,314"x 11 '11�4"I_VI.i�IDGV—E EAM DETAILS ' �a SIPS PAN BLS WIASPHAL,T r �� ` � f':C3C7f'SI-i11VGL,C::r.�I�:k;llr�ll',T L rZ r "�4ilEl.i)ONWIit71 E fUor R 12 ' \ 12 4 3 112'x 5 112" M PSL POSTS 1.6E OR EQUIV.w f�ti FASTM SIPS ROOF PANELS a . cy r NL-W 2 x 61, TO WALL,&BEAMS PER b i�Vi 0- BAT II NEW Ff3AFtb PA4�EL gECAlLS. LOFT �y4 i t ' "i._• .s • 4 ..q.r..5.u.:;'i:iti 1.uw�. ...�':LFy,r•�r�u, . 3-1 3/4"x 9 1/Z'LVL BEAMS 2-1 1314" z 911Z ,4 '. krp °�� 2 x 1 U'a CUD Zia"c V TO i 2-1 314"x 7 14's NEW EY'HI R Lvl r:A r i, IfA'f1`I?awUL. 1tiL.��+i1: '(,YPLU�4 3 11 ' x 5 11?" i3bAK) W.13IFY ' (f:38) . PAL S`C5 t�i F4'7t_F2 tf{;,'ff1f��/,;sFAI�( REMOD. RE , SUNROOM t:.7 lsr.2 x B's(p 9fi'o C }S EXIST.2)t G's'-(M i6l b G €-xl st 6 x 8 GiwrWl L P f x 3 CLEATS a .: ,.....-• 1 ..r�sy.��:�''R'.�h-.�r.r.1*1�I Yc'i J.�iii1' ? ___ '• :u �'"�..��1.::�"�.`J'„- tz�•i�+u_i,l,..-„,� ,is. lc';:!ST,Cft4U PIERS, � EC 1 �'`�� /K' T'';'%.I ' �S , IN ' 'Ll. �v1 Ll1X AC ELUX ;VSyaU;'I 9"5 `1 PAldEL , .. .. l S-,,04 p SKYLI.CH'e SKYL(OH adCl!LdC,h ,, .� . ... _ . _.... _ . _w : _� . .._.. ..�.. .�. .._ _.. .. o _ . _FVV2442 L : itAILINU , r' ;i�l►7�fy5chi � AN g y�••�� �! AN SUNROOM avv uVINO LOW 'vEl.Ux x �Vs3� k. W-'304 I SKYL(G-1-i ff r. IA t .. .., ,� ; ���� rim ���=����� :�.�;� ,�`•��� �,,� ��� � �.,��� cl,�y��'t� w✓i�.➢� �� r�e.,�l i� - ' Ut-fl-YOP BELOW Oli -.:•x••-.*'..a-r....u�... _»�L�++,//'+� �e�•s•��� y� ./{..�.,.•�e••. , , -:w.:-.+ _.w rrj+.++...., „,......ra�.w w-......,w-.....« :.... n wa:.. v,:.r.r...,. .»w.,.. :.�'ww.,t,+wuw:...:,..R+:: a,.: ,�ww•i.�wh:V.rw Fu�,�y,. ..y,.. rJ�..n.a.�k. Jost O—`CeS 5 7 ' k!*-t WS 4-0 P� 1f1 iy._ -;l+a yq�ryrm"7 I �.adNW � CJOR ..', .wane ("D� 1"N' D ---n..._..w...-....rw•.r«•... 1• _ ,.. -.w_++.••-NiT:� .rew�-.-,ll.w ,.....M�- ..n lwa:.�.rxT. Message Page 1 of 2 Mckechnie, Robert From: Mckechnie, Robert Sent: Thursday, July 28, 2011 9:00 AM To: 'Timothy Fetscher' Subject: RE: Delivery Status Notification (Failure) Good Morning Mr. Fetscher, As you are aware, a permit is required for the rehab of your house at 205 Crocker's Neck Road. Any change from prescriptive building techniques require.a stamped plan from an Engineer or an Architect and the required information on code compliance with the permit application.. This.includes structural analysis as well as wind code compliance.' Both the SIP and porch changes that you have described in your email will require this information:-.,. The removal of the fireplace/chimney,and the second chimney can,be part.of the permit application but will not need additional documentation unless they are a structural part of the house. More information may be needed when the plan is reviewed as that is the time all details are presented and can be examined for compliance. Good luck with the project, Robert McKechnie Local Inspector Town of Barnstable 508-862-4033 -----Original Message----- r From: Timothy Fetscher [mailto:cotuittim@hotmaii.com] Sent: Wednesday, July 27, 2011 7:29 PM To: Mckechnie, Robert Subject: FW: Delivery Status Notification (Failure) From: postmaster@mail.hotmail:com To: cotuittim@hotmail.com Date: Wed, 27 Jul 2011 10:00:20 -0700. Subject: Delivery Status Notification (Failure) This is an automatically generated Delivery Status Notification., Delivery to the following recipients failed. robert.mckechnie@town:barnstable.me.us --Forwarded Message Attachment-- From: cotuittim@hotmail.com To: robert.mckechnie@town.barnstable.me.us Subject: fire damage 7/28/2011 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map(ZJ Parcel CD ,32 Application # C( Health Division `Date Issued Conservation Division :Application Fee Planning Dept. `Permit Fee: :3 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address eGK R Village Owner 14Jq l•!tJW �� S e Address Q-0SG(Z0 C Lens /Vr,-,K . Telephone f Permit Request Rh� t P/�r 57 n- �?✓� i�!S L, L A-T i QJV y�e ?n F7 ,At-e-A- Square feet: 1 st floor: existing proposed N 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation$gs Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family dQ_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes tkNo On Old King's Highway: ❑Yes ❑ No Basement Type: ;&Full OCrawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: A4000 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 ❑ No If yes, site plan review # Current Use Proposed Use - - - APPLICANT INFORMATION , (BUILDER OR HOMEOWNER) f y Name R 1 C►4 /•t-iJ LA L _,e Telephone Number -731 a C Y- 9Z -7-7 Address / Z-6-A N 7)/1- License # CS S 7f1 y ROCKL-A- H A 013'70 Home Improvement Contractor# T a9 0 3_T Worker's Compensation # O -.w ex--rX :k36a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CO13Sr i�-te��od `i�. uMPSrea/ SIGNATURE DATE M, r _ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED_ =` 1 MAP L PARCEL NO. . ADDRESS VILLAGE `= OWNER DATE OF INSPECTION: U-FO.UNDATIOR. _ FRAME INSULATION,, FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS r°."w - ROUGH = _� ' f FINAL _ ; ,FINAL BIJILDIN:Gt fRO-Vt ` .i DATE CLOSED OUT- ASSOCIATION PLAN NO. t • 4 �• t The Commonwealth of Massachusetts r Department of Industrial Accidents 1 NE0 7 .L- Office of Investigations IIII�j ;/ 600 Washington Street Boston, MA 02111 c www.mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Ele-ctricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): LC L- STA r ;ZeS%JA-st—TI Orr✓ Address: 34 ! e_Q`-t ®T City/State/Zip:Nl,P(S4 Pee �'I k O U q!j Phone #: Ste? ?9,6s- Areyou an employer? Check the appropriate box: Type of project(required): 1.Z� I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time):* have hired the sub-contractors 2. El am a sole proprietor or partner- listed on the attached sheet. # 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. RDemolition workingfor me in an capacity. workers' comp. insurance. Y P ty� 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their I0.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 l.❑ Plumbing repairs or additions myself [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.]-t employees. [No workers' comp.insurance required.] 13.❑ Ot her *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site ,information. Insurance Company Name: /-',411MFt76-J1 Policy#.or Self-ins, Lic. #: D ( ® / 3 .4 6 30512 Expiration Date. �Z- Job Site Address:. .1.O,5 CiI�G�P.yS ��C ( (Cf�ity/State/Z.ip: T7s t T Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c: 152 can lead to the imposition of criminal penalties of a fine up to$1,500.06 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine df up to$250.00 a day against the violator: Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date; Phone#• "M 8 9 ZZ' Offtclal use only. Do not write in this area,to be completed by city or town offccla! City or Town:. Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal.of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely;by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. -Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant . that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 T r ti Town of Barnstable a Regulatory Services s.terrszAs[.e, S ' M LRQ Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstabfe.ma:Us Office: 508-862-403 8 Fax: 508-790-623 Property Owner Must Complete and Sign Ms Section IfUsing A Builder LAIM A, A-- , as Owner of the subject.property here by authorize r (�-�� �� pe (c."o jt/ to act on my be.l ff, in all matters relative to work authorized by this building permit application for. 6� Glut C, — (AddreSS O o) Q3 �3 Signa.tu-ne o�er ate - Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on ;the reverse side. Town of Barnstable of THE try Regulatory Services Thomas F. Geiler,Director ;3„�xxsnisc.E: . Building Division �PrED b Tom Perry, Building Commissioner 200 Mairi.Street,_Hyannis, MA 02601 R-wv.t own.b arnstab le-ma.us Office: 508-962-403 9 Fax. 508-790-6230 HOl\SOVNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number s trcct village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town statz zip code Tlhe current exemption for"homeowners"was extended to include owner-occupied dwr-Rin S of six units or less and to allow homeowners to engage an individual for hire who does not possess a License, provided that the owner acts as Suvervisor. DEFWMON OF HOMMOW ER . Persoa(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrgcts more than one home in a two-year period shall not be considered a bomeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section 109.L 1) The undersigned "homeowner"assumes responsibility for compliance with the State Budding Code and other applicable codes, bylaws,niles and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection.procedures and requirements and that he/sbe will comply with said procedures and requirements. Signature of Homcowncr Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOhfEOwvER'S EXEMPTION The Code status that "Any homeowner performing work for which a building perrtvt is required shall be exempt from the provisions of this scetion.(Seetion 109.1.1 -Licensing of=r truetion Super)risors);provided that if the homeowner engages a person(s)for hint to do such work that such HomcoFQrer shall act as supervisor." Many homeowners who use this cxcmption are unaware that they an zssuming the responsibilities of a supervisor(see Appendix Q, Rules&Rcgv.lations for Licensing Construction Supervisors,Seaton 2.15) This lack of awareness often mrulrs in serious prvblcros,particularly when the bomeowncr hires unlicensed persons. In this ease,our Board cannotprocced against the unlicensed person as it would with a licensed Supevisor. The homrDawncr acting asSupervisoris ultimately responstblc. To ensure that the homeowner is fully aware of his/her respons bilitics,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currcnOy used by several towns. You may care t amend and adopt such a fonnlccrtiftcation for use in your corrununity. (Vlassuchusetts- Department of Public SufeO a Board of Building Re r l-ulations and Standads Construction`Supervisor License One-and Two-Family Dwellings F License: QS 51784 RICHARD D LAURIA r i 1 LEAH DR:' y. ROCKLAND, MA 02370 Expiration: 4/1/2013 - ('uliunissiuner Tr#: 12672 i 91te eammowweald Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement'Contractor Registration F Registration: 140427 £ Type: Corporation xa`< Expiration: 10/15/2011 Tr# 290319 MULTI-STATE RESTORATION, INC CAPE a. ROY RICCI P. O. Box 2210 f MASPHEE, MA 02649 Update Address and return card.Mark reason for change. Address Renewal ❑ Employment Lost Card PS-CA1 is 50M-04/04-G101216 fie �arrv�na�zusecz�z o�✓�.craaaclauaet7.a Office of Consumer Affairs&Business Regulation License or registration valid for individul use only - HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration r,A140427 10 Park Plaza-Suite 5170 Expiration 10/15l2011 Tr# 290319 Boston, MA 02116 Type.. -Corporatrort:�; MULTI-STATE RESTORATfON,INC.CAPE COD ROY RICCI 21 PEQUOT RD. MASPHEE,MA 02649=::i r: Undersecretary vali without signature I COMMONWEALTH OF MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND ' BUSINESS REGULATION .� 10 Park Plaza—Suite 5170,Boston MA 02116 o�M (617)973-8700 FAX(617)973-8799 www.mass.gov/consumer DEVAL L.PATRICK GREGORY BIALECKI GOVERNOR SECRETARY OF HOUSING AND ECONOMIC TIM OTHY P.MURRAY. DEVELOPMENT LIEUTENANT GOVERNOR BARBARA ANTHONY UNDERSECRETARY Request For Supplementar.-Y HIC Cards It is recognized that some construction firms may have a need for additional identification card(s)for officers, partners,o r other key employees as means of identification in dealing with building officials,potential customers,and the like. Additional ID cards will be issued upon proper completion and submission of this form along with a$10 fee for each additional card requested (CERTIFIED CHECK OR MONEY ORDER). The registration number will be the same as the original applicant registration number,and the ID card will Mist the name of the applicant and the name of the individual to whom it is issued. The address of the individual should be the address at which the person is based (i.e.,a branch office, main office,or home address). Cards will be issued only to officers, partners,or employees of the registration. THE REGISTRATION AND THE NAME OF THE RESPONSIBLE INDIVIDUAL WILL STILL HAVE THE JOINT AND SEVERAL LIABILITY FOR WORK CONDUCTED AS NOTED IN MGL c.142A AND 780 CMR R6 AND WILL BE RESPONSIBLE FOR THE WORK OF THE INDIVIDUALS ISSUED A SUPPLEMENTARY CARD. THE HOLDERS OF THE SUPPLEMENTARY CARDS WILL NOT BY REASON OF BEING ISSUED SUCH A CARD ASSUME SUCH LIABILITY. THESE CARDS ARE ISSUED AS A CONVENIENCE TO THE REGISTRANT. Additional Home Improvement Contractor identification cards are requested for the following individuals: PLEASE TYPE OR PRINT LEGIBLY NAME TITLE ADDRESS SOCIAL S ECURrf Y# t C k-t A IL 0 C v is Sz-/Z�t cT; J 4 L E-4K o` u pe' ; 5 o/L v c.(L L.4--iv t-tA 0 -1371) I hereby authorize the issuance of supplementary cards to the above—named INDIVIDUALS WHO ARE EMPLOYED BY THE HOME IMPROVEMENT CONTRACTOR REGISTRATION IN THE CAPACITIES NOTED. I understand that the registrant will be completely responsible for the work of the individuals,and will be responsible for the proper use of these cards and their return if the status of the individual(s)with the registrant changes. SIGNED UNDER THE PENALTIES OF PERJURY: Registration/Business Name: (/� / —ff'/�%(� 2tl (m#f/.A! Registration Number: y(� ! a By: 2 i _ e<�Z n/ uthorized signaturdeoflYe registrant Title Efate Please return this orm along with the appropdatefees($10.00 PER CARD)to the address above For Official Use Only: Registration Number: Processed By: Date: Serial Number Yee Nbtdh Dey Post Once ILS Dotlarg azId Qe�ns 18363276404 2ou-03 o 026350 0 30 Moog, man mal> PaYtD erk J �iD/rl/r/AnJljt/C/1� =sar�r � � k �"- _ Cl OW4 Adl— Lr ,lac L3l71/ l��!/L 0 Pam.—, .,��id MemozOSU.bdSt.b.Pwws—maoraptRft vd. rF 41, WARNpy6•N ONE11 i1i� S'AND POSSESSIONS 1:00000600 21: 75 Client#:34309 MULTISTA ACORD,. CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDDIYYYY) 3/10/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sandy Benigno Starkweather&Shepley nIc°No Ext:401 435-3600 aC No: 401-431-9678 PO Box 549 E-MAIL ADDRESS: en sbi starshep•com gno Providence,RI 02901-0549 R C R MULTISTA 401 435-3600 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA:Employers Mutual Ins Multi-State Restoration Cape Cod � IN a:Hartford Ins Group Division,Inc. 21 Pequot Road INSURERC: Mashpee,MA 02649 INSURERD: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADDLSUBRI P LTR TYPE OF INSURANCE NSR POLICY EFF POLICY EXP D POLICY NUMBER OLIDD/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY 3D6630912 01/01/2011 01/01/2012 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence s300,000 CLAIMS-MADE F OCCUR MED EXP(Any one person) $5,000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- JECTLOC $ A AUTOMOBILE LIABILITY . 3Z6630912 01/01/2011 01/01/2012 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 X ALL OWNED AUTOS BODILY INJURY(Per person) $ SCHEDULED AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION 02WECTK2360 07/16/2010 07/16/2011 X W AND EMPLOYERS'LIABILITY T LMISC STATU- OTH- Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE IER OFFICER/MEMBER EXCLUDED? � NIA E.L.EACH ACCIDENT s500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 01988-2609 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S316551/M313391 SSB o2oS cTZoc '�'13 ,t'IcGI� /Zj ---------------- ZZ� S i Rol /b` x Izi sc lZee N e /V i ri Poa i 5�X 2-7' r e N Gb Tu i t3�'S�freu i VrjlA k MULTISTATE RESTORATION INC. Fire • Flood# Wind P.O. Box 2210 • Mashpee, MA 02649 • Tel: (508) 477-3333 • Toll Free: (866) 921-9111 • Fax: (401) 723-8294 CAPE COD DIVISION • roy@multi-staterestoration.com 03/14/11 To Whom It May Concern, Richard lauria is employed by Multi-State Restoration as my Construction Supervisor. Any questions please feel free to contact me at 508-922-8965 ThaneYY Roy M Ricci (Owner) Multi-State Restoration Cape Cod. ,sage Page 1 of 3 Mckechnie, Robert To: Timothy Fetscher Subject: RE: some questions Good Morning Mr. Fetscher, To address your recent questions: 1.) Foundations are not"grandfathered". An existing foundation normally can support some basic changes to the structure if the loads do not change significantly. However, any significant change requires a review by a qualified professional. 2.) SIP's are engineered products that are allowable with proper documentation and usually require review, again, by a qualified professional. Each building is a unique structure and any permit application is treated as such.. Many products are advertised to work and claims are made but it is up to the permit applicant to submit proof (documentation) that the products satisfy the requirements of the Massachusetts Building Code, regional requirements and any other applicable rules or regulations. We will not make any determination regarding an idea before a permit application is received by this office. This allows us to have all the facts in front of us when we review the application. I hope this information helps you to decide what direction to proceed in. Sincerely, Robert McKechnie Local Inspector Town of Barnstable 508-8624033 -----Original Message----- From: Timothy Fetscher [mailto:cotuittim.@hotmail.com] Sent: Monday, August 08, 2011 1:48 PM To: Mckechnie, Robert Subject: some questions Hello Mr. McKechnie, As we try to proceed with this project a few basic questions have come up. If the roof pitch is altered to accommodate more attic storage will the existing foundation be grandfathered? If roof pitch and structural skeleton is altered to accommodate special Insulated panels( SIPS) Is the existing foundation adequate? I did make it to your office this am but apparently you had the day off. If you wish to see me please let me know. Sincerely, C Timothy Fetscher 8/11/2011 I _Massage Page 2 of 3 Date: Thu, 28 Jul 2011 08:59:45 -0400 From: Robert.McKechnie@town.barnstable.ma.us To: cotuittim@hotmail.com Good Morning Mr. Fetscher, As you are aware, a permit is required for the rehab of your house at 205 Crocker's Neck Road. Any change from prescriptive building techniques require a stamped plan from an Engineer or an Architect and the required information on code compliance with the permit application.. This includes structural analysis as well as wind code compliance. Both the SIP and porch changes that you have described in your email will require this information. The removal of the fireplace/chimney and the second chimney can be part of the permit application but will not need additional documentation unless they are a structural part of the house. More information may be needed when the plan is reviewed as that is the time all details are presented and can be examined for compliance. Good luck with the project, Robert McKechnie Local Inspector Town of Barnstable 508-862-4033 -----Original Message----- From: Timothy Fetscher [mailto:cotuittim@hotmail.com] Sent: Wednesday, July 27, 2011 7:29 PM To: Mckechnie, Robert Subject: FW: Delivery Status Notification (Failure) From: postmaster@mail.hotmail.com To: cotuittim@hotmail.com Date: Wed, 27 Jul 2011 10:00:20 -0700 Subject: Delivery Status Notification(Failure) This is an automatically generated Delivery Status Notification. Delivery to the following recipients failed. robert.mckechnie@town.barnstable.me.us --Forwarded Message Attachment-- From: cotuittim@hotmail.com To: robert.mckechnie@town.barnstable.me.us Subject: fire damage Date: Wed, 27 Jul 2011 12:00:15 -0500 July 27 8/11/2011 1YLPssage Page 3 of 3 Dear Mr. McKecknie, We are in the process of trying to rehab the home at 205 Crockers Neck, The main (current) issue is the roof. 2/3 of the roof are to be removed. I would like to proceed with repairs using SIPs, which are structural insulating panels. Although these have been around for 25 years they are not well known. With respect to the roof there would be no support joists as the panels themselves are strong enough and they have superior R values with 4.5 inch panels rated about R-47, I have questions also concerning the porch which we are interested in converting it into an Atrium type structure. Finally the fire place and it's chimney are to be removed, there is no use keeping it and we can use the room(also there is an illegal chimney which handled an illegal incinerator.) and this will also be removed. I have one question. Do we have to generate an architect quality outline or plan. I am myself artfully challenged so I would have to farm this out. I look forward to meeting and or talking with you soon. Sincerely, C Timothy Fetscher 8/11/2011 S V-�C ,qSE S OGK� v I j �+ a?�• es ,N.�y :r ..�1' � � !��• ;.��' Y ems` 1 ;a ^ S4 r 71R r i I _ WALOL ` M N F w f Z�y.. 4L y ' •+ .. Ivo ti k A 4, h � r f _l . a' d• • • CL • s \ '"'�� _ _ „-'� � - � �- � r �/. ... �' �� T ti �� ::, w ld ' .. � , �' .� d. A � .+�i -_�;;w,. e a ..�.,....,.,. Y r !� T i x t c _ rM• ` r a 4 �� � a +r �9f. .� '�, �..., +^; Y' al .4 s'°` y� F ..�� - e ,e� �1�. � [ -r f .`� � � �.rY r�� �� � �`�� -.a _ �t j�t � �� �� "�v � � �; • � �.�' � 1;y �� � � wR. �rr � �. .r - t � �:• �'!•. � .� i- -" � � �\ � �, ��re � � � « A „ w oo 1 *+ Ar _ t} la# 4 �+_ yy, 1 Jar A ^ � - ., �yn�_ -5pi,-, .ri ,� , '� �., .� . s _ ., :� j � � - .. � � �� f it �, y ' { s � r � r • r i /�i /,/ _. �q� �� /, ,/ �,, 1 • - �r: y: f F4% tale f .46 A l ilk, : 1 k 1 s • 1 „ i 4 ` ,O4t - r i �4 .:4 r - Y 4 w4 c i f xe� _ t. Y • A, _ 1 il► - i )o• ��r a f - C ip- Zrs` ,40, ys r 1a" j 7 � . w2Q5 Crock%mANeck Rd , Co_ _ 3/3 tr;M y � A ,1 PIP,' A - r J a y i R t f � w r t x" i, • _ _ �.1_, ... �: eC - _ ,_ + � � _ /�>y� / `�. ��r�-�� . t F�:.. }� ��. - ' �+ "�_g, � � '��. 1 ,! i � ,� ��� � .. � .; �� � i i 1 � 1 � l �� r7 '�F'. (( ��! • Y .. �i Z f 4W F Y �A . 1 C 2L 1. • i or HEL- ! febr Cape Wide News For Thursday March 3rd, 2011 -News Radio.95 WXTK Page 1 of 2 AGWAY V .� Cape • ' • Cod l_ ■ F WXTK (Google 95WXTK 1 :w ZF EdLambert � Glenn �.� x, +d # , mthe Beck ' � \� 's" l N'. Morningi� tOAM to LTUTTI1 ' ' }i.., Noon THE 2011 SEASON OF RED SOX BASEBALL PLAY-BY-PLAY MOVES TO k.3 WEEI CAI 07:07am EST,03/04/11 CAPE WIDE NEWS FOR THURSDAY MARCH 3RD,2011 House damaged b fire in Cotuit f ! 4 x 1 i� -+�t_ •f i� e .yam $ /Y h _ it COTUIT-At 11:45 a.m.Thursday the Cotuit Fire Department responded to a structure fire at 205 Crocker's Neck Road in Cotuit.Smoke was showing when firefighters arrived at the one-story residence.Crews from — Centerville-Osterville-Marstons Mills(COMM)Fire and Mashpee Fire also responded. x I As can be seen from the photo at right,firefighters opened up the rear i `F*r wall and the roof to extinguish the fire and check for extension. S—PA.ft&Emb i&.y Reports from the scene indicate that one person was home when the fire broke out and was not injured. s 4 - The Red Cross was called to assist the homeowners in finding a place to stay. Barnstable police were on the scene. Betted l CWN photos by John P.Carroll I Man arrested for beating his nephew in motel room Heath SOUTH YARMOUTH—The Yarmouth Police Department reports that on Wednesday at >_ -- approximately 6:48 p.m.the Yarmouth Police and Fire Departments responded to Room 7 at the Red Mill Inn on Route 28 in South Yarmouth regarding a man injured by domestic violence. I Yarmouth Police Patrol Officer Raymond Scichilone met with the 22-year-old male victim whose face was bleeding and swollen;his shirt torn,and suffering from numerous cuts , and bruises on his chest. Ninety Members of the Yarmouth Fire Department treated the victim and transported him to Nlfte� Cape Cod Hospital.The victim told officers that his uncle had punched him numerous , times and strangled him. , 1 Graae Meal Great Deal With the assistance of Yarmouth Police Patrol Officer Albert Sprague and Reserve Police Officer Alan Delaney,Patrol Officer .Scichilone located the suspect,Lonnie Martin Johnson,45,in Room 7.Johnson(pictured at right)told police that he fought with his nephew after arguing about the nephew being intoxicated and using illegal drugs.The suspect was determined to be the primary aggressor and placed under arrest on charges of assault and battery and transported to Yarmouth Police Headquarters. He was scheduled for arraignment in the Barnstable District court Thursday.All persons are considered innocent until proven guilty in a court http://www.95wxtk.com/Cape-Wide-News-for-Thursday-March-3rd--2011/9323205 3/4/2011 h� + II tsfi 5 £t n I*t 11-Avi c 10. 5 e 4 Cape Wide News For Thursday March 3rd, 2011 -News Radio 95 WXTK Page 2 of 2 •s'� of law. Media release and photo provided by the Yarmouth Police Department . CAPE CASH`.: .CHECKIKG,l Emotional Fresh Holes community meeting held at Barnstable Police HYANNIS-(WXTK)It was an emotional hour at Barnstable Police CAPE COD Hheadquarters last night as law enforcement officials sat down with «; COOPMA77VE residents of the Fresh Holes Road neighborhood.Several people asked BANK police to go after the drug dealers and criminals causing problems in the Ncsrbm FDIC.Wo bm Sf. area.But police also reminded those in attendance that they need to be - part of the solution—and call them when they see suspicious activity t (Audio-Chief Paul McDonald addresses the meeting). r' 31-year old Todd Lampley was killed Sunday night when someone fired e several shots through a window at 42 Fresh Hales Road.His girlfriend, Tyasia Warren was in the audience,but left shortly after the meeting began,shouting to police"you guys never get if'. John Reed from the NAACP urged residents to"stop the madness" �t telling Fresh Holes residents that police can't be responsible for fUYfODNOICRgfSar `i v everything that happens in the troubled'neighborhood. Oil/CfL//{rf Of/yflr;/��ss¢: p Photo by Frank F.Paparo/CWN,Lampley file photo fumished by e Barnstable Police ➢>�uttll Fugitive from Cape nabbed in Arizona � 113h�1 1 SANDWICH-A fugitive from Cape Cod has been arrested in Yuma,AZ.James Repetto,54,was convicted of mail fraud,filing a false CtiekHere jorDelmih tax return and intimidation of a witness.The charges could net him over 40 years in prison.His co-conspirator Stanley Wheeler of Barnstable pleaded guilty.Repetto was out on bail but allowed to travel within the continental United States.He was reported missing while swimming off San Diego which touched off a massive search.U.S.Marshal's acting on information located Repetto in Yuma,AZ. Dennis Police announce detours for St.Patricks Day parade DENNIS-The annual Cape Cod St.Patrick's Day Parade will be held on Saturday,March 5,2011.The parade is scheduled to step off at 11:00 a.m.from the intersection of Route 28 and School Street in West Dennis.The parade will then travel west on Route 28 into Yarmouth and finish t� x at the intersection of Route 28 and Forest Rd.in South Yarmouth. `r Route 28 will be dosed to traffic along the parade route beginning at 10:30 a.m.and remain dosed until the end of the parade(estimated to to 1:30 p.m.). Traffic in the School St.Area of West Dennis will be limited h 1 to local residents and businesses only beginning at 9:00 a.m. , Detours will be in effect beginning at 10:30 a.m. j Dennis Detour Routes: a West bound traffic on Route 28 will be directed north on ^� © ;r H v +���� 0 Route 134 to Upper County Rd.,then onto Highbank Rd. travelling over the Highbank Bridge into Yarmouth.WestCE bound traffic on Lower County Rd will be detoured north r i — p onto Trotting Park Rd,east onto Route 28,then north on Route 134.Detour signs will be in place along the route. i!Sj Y l�El h(i ` Release furnished by Dennis Police f '` L Click here for more Cape Wide News AGWAY Cape OF HI-I'P://VOW.JkGWAICAf'ECOt).COM/ • ' • it ocf ' I®E-Mail A Print ShareThis A A A ©2010 Oantum of Cape Cod An Equal Opportunity Employer-2010 EEO Report I Contest Rules Visit Our Other Stations: WCIB Cool 102 1 WCOD 106 1 Sports Radio 96.3 WEEI - Powered By InterTech Media,LLC http://www.95wxtk.com/Cape-Wide-News-for-Thursday-March-3rd--2011/9323205 3/4/2011 �Y f LLJ NO a 3 Lr, �s ED 1 t � I h4notS�'e Parcel Detail Page 1 of 3 �usr,a3 t tt� Y'1 �114 r 'I, F.• L.--- } y J,rlJ in,G 1 ..y4 .si r a i/�J�� ZiV� LYIf V Logged In As: Parcel ®e la I I Thursday, March :3 2071 Parcel Lookuo Parcel Info Parcel ID 019-033 ) DevelopLotsot!LOT 144A Location 205 CROCKERS NECK ROAD Pri Frontage 197 Sec Road Sec f .,_. ..._.. _._..............__.._�_ ._...- Frontage' Village COTUIT Fire District jCOTUIT Sewer Acct �y Road Index;0383 �� - S r , Asbuilt Septic Scan: Interactive 019033 1 Map Owner Info Owner FETSCHER, MARYANN Co-owner. Streets 205 CROCKERS NECK RD Street2 City COTUIT µ state MA zip 02635 Country Land Info Acres 0.59 J Use Single Fam MDL-01 ) zoning 1RF Nghbd 0108 _J Topography Above Street Road!Paved Utilities Public Water,Gas,Septic Location Construction Info Building 1 of 1 Year Roof Ext Built 1950 Struct Gable/Hip Wall Wood Shingle Living 1392R _I Roof Asph/F GIs/Cmp AC None Area Cover - Typer��� Style Ranch ( Int Drywall I Bed 3 Bedrooms n Wall Rooms #R ti £, � Int Bath , �I la 41 Model Residential 2 Full ' Floor . RoomsREF° I � 1 p m Heat Total FI]P Grade Average Minus Hot Water 6 Rooms Type Rooms Stories 1 Story , Heat Gas Found- Poured Conc. Fuel ation Gross 2 Area358 Permit History Issue Date Purpose Permit# Amount Insp Date Comments http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=682 3/3/2011 Parcel Detail Page 2 of 3 06/03/2009 Other 200902466 $4,100 10/14/2009 20 PHOTOVOLTAIC 00:00:00 PANELS 08/15/2008 New Roof 200804378 $2,700 STRP OLD 03/01/1984 B26192 $0 03/15/1985 CO ADD'N 00:00:00 03/01/1979 B21083 $0 01/15/1981 CO ADD'N 00:00:00 Visit History w Date Who Purpose 10/14/2009 00:00:00 Mike Keating New Construction 02/17/2005 00:00:00 Paul Talbot Meas/Est 08/27/2002 00:00:00 Paul Talbot Meas/Listed-Interior Access 07/21/1999 00:00:00 Frederick Stepanis Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 08/10/2006 FETSCHER, MARYANN 21260/200 $1 2 05/23/2000 KAZUKONIS, ELINOR M TR 13026/114 $1 3 07/15/1996 KAZUKONIS, HARRY& ELINOR 10289/282 $115,000 4 02/15/1987 LUNDQUIST,WILLIAM A&JANE 5567/269 $1 5 07/15/1985 REISENWEAVER,JANE.L 4616/332 $90,000 6 POST,JOSEPH C 1476/977 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2011 $110,400 $6,400 $12,900 $207,900 $337,600 2 2010 $105,900 $6,400 $5,900 $219,500 $337,700 3 2009 $97,200 $5,800 $4,700 $264,900 $372,600 4 2008 $113,200 $5,800 $4,700 $252,400 $376,100 6 2007 $112,900 $5,800 $4,700 $252,400 $375,800 7 2006 $105,400 $5,800 $5,000 $249,100 $365,300 8 2005 $96,000 $5,500 $5,200 $173,600 $280,300 9 2004 $77,600 $5,500 $5,300 $173,600 $262,000 10 2003 $73,100 $5,900 $5,500 $78,700 $163,200 11 2002 $73,100 $5,900 $5,500 $78,700 $163,200 12 2001 $73,100 $5,900 $5,500 $78,700 $163,200 13 2000 $57,900 $5,500 $5,800 $47,800 $117,000 14 1999 $50,500 $2,200 $4,700 $47,800 $105,200 15 1998 $50,500 $2,200 $4,700 $47,800 $105,200 16 1997 $61,200 $0 $0 $47,800 $111,500 17 1996 $61,200 $0 $0 $47,800 $111,500 18 1995 $61,200 $0 $0 $47,800 $111,500 19 1994 $58,000 $0 $0 $53,800 $1.14,600 20 1993 $58,000 $0 $0 $53,800 $114,600 21 1992 $65,700 $0 $0 $59,700 $128,600 22 1991 $73,200 $0 $0 $63,700 $142,500 23 1990 $73,200 $0 $0 $63,700 $142,500 24 1989 $73,200 $0 $0 $63,700 $142,500 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=682 3/3/2011 Photos Ml '+t f lwsy^L.rJ+�'( ,.v��� t�w�l�,�-""y ° p ii ds� ia°5.s*��'4.' � ��.`•+�Sr '.. �p� _ `� � ���4 �.C-� + �.� t ^.y 't�o�'�3.,Div"'+°`��� �A� �-q� ti`•t t,� � rE'4�R °e fir�"e�ta4 xi"r> „k��'.. kit Ltd 10/141N09 � � fi � rV d +? -Fy 3 e ^J M ��H PROJECT NAME: ADDRESS: Q6 S . �.rz O PERMIT# � PERMIT DATE; M/P CtQ�j LARGE ROLLED PEAKS ARE IN, BOA99 SLOT Data entered In MAPS program on: S o BY: TOWN OF BARNSTABLE1,.BUILD' ING..,,, PERMIT,APPLICATION .- �'Applicatibn Parcel., 4t Map_ OV 33 Health Division Issued _(011,601A_ Application Fee _t? Conservation Division Planning Dept, Permit Fee. Date Definitive Plan Approved by Planning Board Historic OKH Preservation Hyannis Project Street Address 205 &OC Key-'s N ec)�--- A' Village CA�ex- Address -Zo�) Cxocj�p-s Nee' 12d Owner ny,� on Y) --Vtks Telephone 5b"B -42o-033�o A Permit Request 2-o r0a 1QVV)MADVO lim 0, 1)m P;[.S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain- Groundwater Overlay Project Valuation S�P,00 ! Construction Type Lot Size Grandfathered: LJ Yes Q No If yes, attach supporting documentation. Dwelling Type: Single Family Ll Two Family U Multi-Family (# units) Age of Existing Structure Historic House: LJ Yes LJ No On Old King's Highway: Ll Yes LJ No Basement Type: LJ Full LJ Crawl U Walkout LJ 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 andFuel: Ll Gas L]Oil D Electric LJ Other fy Central Air: U Yes LJ No Fireplaces: Existing New Existing wood/dal stoveL No Y6s' LJ < Detached garage: J existing LJ new size—Pool: LJ existing Ll new size Barn: LJ ERIsting pinew,,pize E3! > Attached garage: Q existing U new size —Shed: L] existing LJ new size Other: ; Zoning Board of Appeals Authorization LJ Appeal # Recorded U Olt .r-ri Commercial Ll Yes D No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number A22 -?M2 Address PQ �7 License # (� ' ��� _ 4ri 02Ao35 Home Improvement Contractor# 14 to2 -7(o Worker's Compensation # q Q' l _+ ALL CONSTRUATION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO- An0AY)SioY)Le L=ffldA(n f SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. HofTV r 'own of Barnstable Regulatory;derv%ces_}`4 y NLAS& g Thomas R Geiler, Director ib39 �� - Fo►.u•�� B=ui.lding Division Tom•Perry, Building Commissioner. 200-Main Street, Hyannis, MA 02601 www.town.barnstable-ma.us . Office: 508-862-4038 Fax 508-790-6230 Property Owner-must : Complete and Sign. This Section If Using A B uiader V, s I (( 1> 0n"( _ , as Owner of the sublect'prope:- hereby authorize CA to act-on my behalf, A in all.matters relative to work authorized by this building perri it applicadon'for , C9 (Address of Job) h ' A t a L_ t Signa e f 'caner Date '3 Print Name. If Property Owner is applymg'for permi#please complete the Homeo.vm.. License; Exemption Form on the reverse side.. _ `�� ® .�® Mill e e r 1.1 r. � ""4k � �j*��a�� +ram+�• Q 1�t � �,.�'��*"', a. + + + A evergreen..,.]a r. Y * Think Beyond. ' E S-A SERIES 200, 205 & 210 W photovoltaic panels I Best power tolerance available A range of high quality String RibbonT^^ solar panels i offering exceptional performance,cost effective ` - - installation and industry-leading environmental credentials made with our revolutionary wafer. t t technology. ® No power below nameplate Never pay for power,you're not getting •Get up to 5W more than nameplate* For enhanced field performance •Industry's'lowest voltage per watt rating Wi Delivers the most cost-effective installs •UL4703 certified cables For use with the highest efficiency transformer-less inverters • New extended length cables Eliminates home-run wiring i ! • New lockable connectors** Complies with the latest codes for accessible arrays • Most extensive range of mounting options t, Allows installs virtually anywhere and anyhow •Smallest carbon footprint of any manufacturer For the greenest of the green i .. d • 100%cardboard-free packaging Minimizes job site waste and disposal costs t •5 year workmanship and 25 year power warrantY*** i 4 _ Born in the USA *Mazimumpower up to 4.99 W above nameplate rating;**Locking sleeve not supplied with the panel. y i ***For full details see the Evergreen Solar Limited Warranty available on request or online This product is designed to meet LIL 1703,LIL 4703,LIL Fire Safety Class C,IEC 61215 Ed.2 and IEC 61730 Class A standards. I String Ribbon is a patented technology and registered trademark of Evergreen Solar,Inc. - r Electrical Characteristics Mechanical Specifications Standard Test Conditions(STC)' PANEL ID LABEL ES-A-200 ES-A-205 ES-A-210 �•° o -fa2* -fat* -fa2* 2.2 4.9 Pmp2 200 205 210 W ° ° ° " o lo.i.mco -0/+4.99 -0/+4.99 -0/+4.99 W 1 JUNCTION BOX ��' -----' j � _. _. _.. .. .. .-..-..-._-.. (IP65) 8.0.16 20 Pmp,max 4.99 209.99 214.99 W t PANEL GROUNDING SERIAL NUMBER HOLE Pmp,min 200.00 205.00 210.00 W ° o 71min 12.7 13.1 13.4 % ° o Pptc3 180.6 185.2 189.8 W i CABLES o (10 AWG,UL4703, Vmp 18.1 18.4 18.7 V P'-WIRE' Imp 11.05 11.15 11.23 A Voc 22.5 22.8 23.1 V 0 o ° 10x 0.26 4c 12.00 12.10 12.20 A PANEL MOUNTING HOLE • ID LABEL FOR Y.' BOLT Nominal Operating Cell Temperature Conditions(NOCT)4 ° TNoa 44.8 44.8 44.8 °C I ° CONNNEEc�To� o (TYPE 4) Pmax 146.4 150.1 153.7 W ` N m o (-) (+) ° Vmp 16.7 16.8 17.0 V o� CLEAR ANODIZED 4 Imp 8.76 8.93 9.04 A 0 12x FRAMEL T O; DRAINAGE HOLE Voc 20.5 20.7 21.0 V '° o ° 35.9 Ix 9.60 9.68 9.76 A (+0.02/-0) �.' _37.5(+/-0.1>-- -- 1 '1000 W/m2,25°C cell temperature,AM 1.5 spectrum; 4 All dimensions in inches;panel weight 41 Ibs }Maximum power point or rated power a At PV-USA Test Conditions:1000 W/m',20°C ambient temperature, 1 m/s wind speed Product constructed with 114 poly-crystalline silicon solar cells, anti-reflective 4 8W WJM2,20°C ambient temperature,1 m/s wind speed,AM 1.5 spectrum i tempered solar glass,EVA encapsulant,polymer back-skin and a double-walled 'f-framed,a-low voltage,2-matt blue(textured)cells j anodized aluminum frame.Product packaging tested to International Safe Transit Association(ISTA)Standard 2B.All specifications in this product information sheet Low Irradiance conform to EN50380. See the Evergreen Solar Safety,Installation and Operation The Typical relative reduction of module efficiency at an 1 Manual and Mounting Design Guide for further information on approved installa- irradiance of 200W/mz both at 25°C cell temperature and tion and use of this product. spectrum AM 1.5 is 0%. Due to continuous innovation,research and product improvement,the specifica- tions in this product information sheet are subject to change without notice. No Temperature Coefficients 3 rights can be derived from this product information sheet and Evergreen Solar assumes no liability whatsoever connected to or resulting from the use of any a Pmp -0.45 %/oC E information contained herein. a Vmp -0.43 %/oC Partner: «Imp -0.02 %/oC a V« -0.32 %/oC a lu -0.003 %/°C System Design Series Fuse Ratings 20 A Maximum System Voltage(UQ 600 V s Also known as Maximum Reverse Current. J& ELECTRICAL EQUIPMENT CHECK WITH YOUR INSTALLER ES A_200_205_210_US_010908;effective September 1st 2008 l Worldwide Headquarters Customer Service-Americas and Asia I 138 Bartlett Street,Marlboro,MA 01752 USA 138 Bartlett Street,Marlboro,MA 01752 USA Evergreen Solar,Inc. T:+1 508.357.2221 F:+1 508.229.0747 T.+1 508.357.2221 F:+1 508.229.0747 www.evergreensolar.com k info@evergreensolaccom sales@evergreensolar.com L V I N C I & ASSO C I AT E S Structural Engineers Cum'r f - - Professional Solar Produces;Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 Tel:805-486.4700 _ , Building Department Note:NOT TO BE SUBSTITUTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT. Subject: Static load test results for the following Minimum Mounting System Module Maximum Frame Maximum Frame_ Frame Load Equivalent Wind Speed Manufacturer Length (In.) Width ,(in.) Height'(in.) Pbs/ftZ) (mph) Rooffrac® Evergreen 65.0 37.5 1.80 55 -1 130 TEST SETUP(as shown in attached drawing detail):Three Evergreen modules,as specified above,were bolted to 136"x1.50x1.5"Professional Solar Products(PSP)RoofTrac®support rails using an assembly.of 5/16"stainless steel bolts, lock washers and proprietary aluminum clamps and inserts.The RoofTra&support rail was attached to the PSP TileTrace structural attachment device with a 3/80 nut and washer at six attachment points.The setup was'attached to 2"x6"wooden rafters using 5/16"x 3"Stainless Steel lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown in attached drawing detail):The test set up was top loaded to 55 Ib/ft2.The setup remained ~I loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The`test set up was re-loaded to 55 Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any'signs of'' permanent deformation were recorded. # ' T „-' i' ;I • - R- TEST RESULTS.- The maximum top load deflection was recorded at 0.438",with no permanent deformation. The maximum uplift deflection was recorded at 0.250",with no permanent deformation. Building Department Note: .This document certifies the RoofTrac®mounting system used with Evergreen modules,as NOT TO BE SUBSTITUTED specified above,withstands a 55 Ib/ft2 static pressure load,equivalent to a wind speed of WITH STANDARD STRUT OR approximately 130 mph**. The mounting system performed as expected. COUNTERFEIT PRODUCT. Sincerely, ' James R.Vinci,S.E. This engineering report verifies that Vinci&Associates has provided independent observation for load testing as described in this report resu f this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci io ' t does not field check installations or verify that the mounting system is installed as described in this engineering report.,Solar To assist the building inspector in verifying the authenticity of this proprietary mounting system,a p ane adhesion,silver reflective'RoofTrac®"label,as shown,is , placed on at least one of the main su rt ra Is h Roaf Trac }g e-p , Structural attachment: Lag bolt attachment should be installed � usin the proper pilot hole for optimum strength.A 5/16'lag bolt requires a 3/16"pilot hole.It, is the responsibility of the installer to insure a proper at eggs attachment is made to the structural member of the roof. Failure to securely attach to the roof = structure m resuit in dame to damage.may damage equipment,personal injury or propertydama � ;<`�> : :` s��` �-:`-• :-:.', This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. %A I [CC accredited laboratory bested structural attachments manufactured by Professional Solar Products(including,,but,, :; not limited to FasUack®,TileTrac0,and Foamfack®)can be interchanged with this system. *Modules measuring within stated specifications are included in this engineering (=�. **wind loading values relative to defined load values using wind load exposure and gust factor coefficient 'exposure C'as defined in the 2006(IBC)/2007(CBC) ptr. 31324•VIA'COLINAS STE 101 WEST-LAKE VILLAGE, CA 9136 r t ", Page 1 of 2 PSP:RT EG_2 (� 4t3" ; 37.5" —>I :. -. ' ' {,. a r' •-F . i; _iE. + a. p 1367 .Building Department Note: NOT TO BE SUBSTITUTED WITH STANDARD Y STRUT OR COUNTERFEIT PRODUCT. C R E 5/16"Stainless ' Steel Hex bolt Top Load Deflection: 0.438" , 5/16 Stainless Steel _. / Lock Washer Aluminum ProSolar Inter-Module Clamp , , C RE LA T Aluminum ProSolar Channel Nut I ' Aluminum ProSolar : Up lift Deflection: 0.250" ' RoofTrac@)Support Rail s �--- 3/8"Stainless Steel Hex -�z S; Bolt and Flat Washer - �'JA Aluminum ProSolar FastJack®Roof Attachment _ 5/16"Stainless Steel Lag Bolt and Flat Washer Professional Solar Products Rooftree Patent#6,360,491 RoofTrac® Photovoltaic mounting system - ' Evergreen Solar odules Static load test illustration Page 2 of 2 PSP:RT EG_2 1))@W CLAMp a �r pPh LME /� % 1 fZ fix s It4o9 of�f j RtPss. ��8 ~ GAIN. C*Cz '. PAFrVIL M ovNIM4 G f � -� =maim B ui m gA(eula ons an tan ar s oa One"Ashburton Place - Room 1301 Boston. Massachusetts 02108 Dome Improvement" ontractor Registration Registration: 146276 Type: DBA Expiration: 4/8/2011 Tr# 282763 COTUIT SOLAR CONRAD GEYSER P.O. BOX 89 COTU IT; MA 02635 *° p. Update Address and return card.Mark reason for change. _ k Address Renewal Employment Lost Card DPS-CA1 0 40M-08/08-DBSLIFORMCA108212008 Bo r-ifof 1d n R u offs a s a a g g License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: s Board of Building Regulations and Standards Registration 146276 One Ashburton Place Rm 1301 Expirattgn 478l2011 Tr# 282763 Boston,Ma.02108 COTUIT SOLAR{'t CONRAD GEYSERw _ 3800 FALMOUTH MARSTONS MILLS, Mi4 02648 Administrator Not valid without signature The Commonwealth of Massachusetts Department of Industrial Accidents "t Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): -io 1 U\k �1a1( L LC�, q I N Address: 0 C7 it City/State/Zip: �\� 2 ,r / )r � �2�9 J� Phone #: Jr�c�' 7Z�j`-�jY 72 Are you an employer?Check the appropriate box: Type of project(required): 1.D�l am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' insurance.: 9. ❑ Building addition comp.[No workers' comp. insurance p• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.Insurance Company Name: r l J/��-11 c��\k e, S�a 1 l e� Policy#or Self-ins.Lic.#: �'2 4 Expiration Date: (P 9 Job Site Address: 205 Ul-K�YS Nel.�. 1�� City/State/Zip:�}1,tw}� �`z1 10J5 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hererce Jyunderthep n andpenalties of perjury that the information provided above is true and correctSi ature Date: 2 Z 6 /0 Q Phone#: 7 7 3 / Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: , 4 . PRODUCER TH18 CERTIFICATE I8;188UED AS A MATTER OF INFORMATION ONLY AND CONFERS.kG RIGHTS UPON THE CERTIFICATE Don.Bunker tnnsnance y HOLDER. TH18 CERTIFICATE,DOE8.NO.T AMEND,.EXTEND OR 3� ell.M 020gton ALTER THE COVERAGE AFFORDED BY THE POLICIES`Norwell.MA D2�1-Z01D BELOW COMPANtEB AFF0RDII 1N8URANCE . COMPANY A GRAIyITE ST INSURED ATE INSURANCE COMPANY Conrad Geyaer Po Banc 89 4 84 Old Shore Rd CatuL MA 02035MOD THIS IS TO CERTIFY THAfi THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN188LIED TO THE INSUREO'NAMED ABOVE.FOR THEPOUCY PERIOD INDICATED,NOT WITHSTANDING ANY REQtAREMENr,TERM OR CONDITION OF ANY BRACT OR OTHER DOCUMENT WITH RESPECT TO W"M THIS CERTIFK ATE'MAY BE ISSUED OR MAY PERTAIN,THE INquRM CE AFFORDED THE POUCIES DESCRIBED HEREIN IS SUBJECT TO AU.THE TERMS.EXCLtISIONS AND CONDITIONS OF SUCH POLICIES.LIMTTS SHOWN i MAY HAVE BEEN REDUCED BY PAID CLAIMS. m lRAMa LTR . ME Orwa r0.lDYNUi t rQJOY aA1! I Yl7@!MTIOIFOME A -MDEMPLOYEWLPZILffY SARI-"' L_LN ❑MM c 7428474 &iW21U8 E/30/20t� ATUTORY LRIRS 1ID !AppHwtoMA:Ope:nokngo*. ACCIDENT S mOF WAGE POLICY LWr S 5'f0000i000QC am IO t ffen ISEABEfJIpt EMPL9YEE S 5N.00L RE:THE WORKERS COMPENSATION-POUCY DOES NOT PROVIDE COVERAGE FOR EGAD"GEYSER CERTIFICATE HOLDER CANCELLATION CHARLIEWELLINGTON WOULD ANY OF THE AsavEOEsofflopaLC sB"WORMBEFORE TME PO BOX 1021 E7WFIATM DATE THEREOF.THE iSSUINGCOMPANY WILL ENDEAVOR TOMAL n COTUIT,MA 02835 DAYS WRITTEN NOTICE To"TNE.CERT wwm HoLDo NAMED TO THE LEFT.BUT FALUNE To MAR,SUCH NOMLONALL UK=NO OBLIGATION Oft MILKY OF ANY KIND UPON THE COMPANY.ITS AGENTS OR REPRESENTATIVES. AUTHORMED REPRESENTATIVE ' C L.: . ► " <.:. DU L THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION I Oil B nker I surance Agency ONLY Alin► CONFERS NO RIGHTS UPON THE CERTIFICATE Shi°ngt Il Street HOLDER. THIS CERTIFICATE DOES NOT AMEND,.EXTEND SCR 1r•` 'I ' I ALTER THE COVERAGE AFFORDED BY THE POLICIES BE6A(N: O we I Z 1 COMPANIES AFFORDING COVERAGE _ I MA 0 2 0 61— COMPANY 659-04 _ '- Q.0. . . ( } ` A Scottsdale Ins. co. "O' t'u Solar LLC COMPANY _ .�� Box 09 ® Arbella Protection Insurance .CO._ COMPANY 4 � 1 I Shure !Rd, c otpi MA 02635- -- 50 �428�84t 2 CO MP .::....:.. :........... .............:.:... . TH IS O ce41riFY T AT THE POLICIES OF INSURANCE •• :.: NCE LISTED BELOW NAVE®EEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOp. IN IOA ED,NOTWITH TANDINQ ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS.: ? ' CE 'IFI ATE MAY BE BSUEQ OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EX U IONS AIUD CO DITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID oLAws, TYPE OF mbURA ICE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS _ DATE(MM/DD/M I DATE(MNUDDM9 ® ERA.61ABIuiv I GENERAL AGQAEOATE s2,0 0 t._.. �X 1 CO ME�iCIAI GENE ' LIABILITY C L S 3 8 4 0 5 6 0 6/0 1/09 O 6 I O�/1 O .PROOUCT3-COMP/OP AGO s2 r 0 0 O J CLAIMS MAD I OCCUR n (I «'' I PERSONAL&ADV INJURY s 1,0 0 0 R.V D q pW ER'S&CONTR'S PRCT. EACH OCCURRENCE S 1, 0 0 0 1.0 O O FIRE DAMAGE(Any one fire) S so,o,0 0 ¢ I MED EXP An one person) 5 0 0 I' _AU[tOMC BILE LIABILITY AUTO ! 26916400003 104/30/09 ' 04/30/10 'COMSINEpSINGLELIMIT $1 ,000,OQ0 ALL OWNED AUTOS I _. 1 BODILY INJURY X 13C $ EDVLED}AUTOS i i (Per person) I' HIRI D AUTOS ( BODILY INJURY X NO -OWNED,AUTOB (Per Accident) 5 fI - - ;PROPERTY DAMAGE 5 9ARAhE IABILITY AUTO ONLY-EA ACCIDENT $ AN AUTO / / / / !OTHER THAN.AUTO ONLY, _ ' EACH ACCIDENT g. 1 AGGREGATE 5 I! ES6 ABILITY' I (EACH OCCURRENCE 51, 0 0 0 F O 0 0• s, UMI RELLAFORM ;XL50055077 06/01/09 06/01./10 rADGREOATE $1,000, QOp X OT R THAN UMBRELLA FORM 1 0 000 5 WK£ CbMP AND ! �TORY(IMITS,' ER . „! 8M Lov Rs'use uTY TY j; EL EACH ACCIDENT 5 ' TH PRO RIETOR/ INCL 'EL DISEASE-POLICY LIMIT $ .; P 1VE iEXECUTIVE f••- .. . CF CE ARE: •EXCL' 1 EL DISEASE•EA EMPLOYEE.5 C ER A .. RIP ON F OPERATIONSI CATIONSNEHICLES.SPECIAL ITEMS �. n, . co era e applies.:', . iab: g pp on a primary & non-contributory basis & includes.. s5 7echnolo y Park Corporation & The rebate Recipient as add' l insureds. -polis ine udes covers a for inde endent/sub-contractors & Residential work ::...:.r:. :.:....:.::F SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TH4 n.. 1 EXPIRATION DATE THEREOF, THE ISSUING COMPANY W166 ENDEAVOR TO MAIL' v DAYS WRITTEN NOTICE TO THE CERTIFICATE:HOLDER NAMED TO THE LEFT, 40ssa husetts! 'Technology Park Corp. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 7� North br1V'p OF ANY KIND THE COMPANY, ITL AQENTS' OK:AIEPRESENTATIVEs W6stb ro MA Oj1581 lAuTHORIZEDREP S NTATI AW7 yy 1 .. ............... ... •..: •. .... .:... :::;.;•. �i:1fi�s�1fG'el��!�1�i41`I�t�"�.... 05/21/09 03:31 PM 781 659 2499 Page 1 a t �t r Town of Barnstable *Periflit# {.:� 7ga �. Expires 6 months om •su e Regulatory Services Fee swxtvsresz a Thomas F.Geiler,Director t1►ss 1639. .0 $l'.>filding Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyamiis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number �. 03 Property Address rL D 5 Cre cg f 5 17e—ck IXA ki 71 Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address f4 K— 0 l 9-0— Contractor's Name �1 Tlsd pa �1 u Telephone Number 412-0 `iz Home Improvement Contractor.License#(if applicable) ❑Workman's Compensation Insurance Chegk one: f am a sole proprietor X,-PRESS PERMIT ❑ I am the Homeowner 2008 ❑ I have Worker's Compensation Insurance AUG Insurance Company Name :-nNaj n� F BARNSTABLE Workman's Comp.Policy# Copy of Insurance Compliance Certificate must.be on file. Permit Request(check box). [� te-roof(stripping old shingles) All construction debris will be taken toQ�►�SL -� ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required.r SIGNATURE• E J1� G Q:\WPFILES\FORMS\building permit fos\EXPRESS.doc Revise020 rm 108 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass-gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): 4 e✓ 3 • O Address:_ S �j �q,r` -{-� c-� l 0- . C) City/State/Zip: ®ZG 3 phone-#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction �loyees(full and/or part-time).* have hired the Cache sub-contractorssheet 2. I am a-sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees 'These sub-contractors have g, �]Demolition working for me in any capacity. employees and have workers'comp. Building addition [No workers' comp.-msuranr.0 ��.mstuance# required-] 5. We area corporation and its 10.0 Electrical repairs or additions 3.❑ I am r homeowner doing all work officers have exercised their 11.❑roof ing repairs.or additions myself [No workers' comp. right of exemption per MGL 12 epairs inc�rranCC required.]t c. 152, §1(4),and we have no • employees. [No workers' 13-❑ Other comp-insurance required] Any applicant that checks box#1 must also M out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and then hire outside contractors must submit a new affidavit indicating such. t-_Mtrectors that check this box must attached an additional sheet showing the name of the sub-contractors and state wbcther or not those entities have employees. If the sub-contractDrs have employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name• -- Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to tthe imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the MA for insurance coverage verification. I do hereby certi*der, ains-and pen of perjury that the information provided above is true and correct Date: _ j —® Si mature:Phone# Q' �� Official use only. Do not write in this area,to.be completed by city or town offu:iaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person, Phone#: f 5 4 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing.engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produce&acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers) along with their certificate(s).of insurance. .Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations mi (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fixture permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (i.e. a dog license or permit to born leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number. The C6mmonwealtli of Massachusetts Dqa tnent of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 TO. #617-727-4.900 ext 406 Qr 1-977-MASSAFE Fax# 617-727-774 9 Revised 11-22-06 www.mass.gov/dia oFtHEt Town of Barnstable Regulatory Services MASS.IE ; Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder T, f!✓� 'e as Owner of the subject property 4 herebyauthorize ��\'S� � Q 0 to act on m behalf, Y in all matters relative to work authorized by this building permit application for: Ae-dLO- (Address of Job) Signature of Owner Date L1�► � �j�e, Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. -3 Town of Barnstable ptHE Tp�� Regulatory Services " Thomas F.Geiler,Director BAMSTABLE. 9 MASS. 039. Building Division TfD � Tom Perry,Building Commissioner.. 200 Main Street, Hyannis,MA 02601 vm w.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building?perrnit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner i Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. i. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part.of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Board of Building Regulatio sand Standards License or registration valid for individul use only before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR , Board of Building Regulations and Standards Registration 157230 ` One Ashburton Place Rm 1301 Expiration 91§14/2009 Tr# 259320 ' Boston,Ma.02108 1.q Type Individual CHRISTOPHER U, MAYb +.z \ v CHRISTOPHER MAYO' f1 ; 534 SANTUIT RD � e`� `Q' "� Not valid wit o signature COTUIT,MA 02635 Administrator a s y r � p/?C X, 6- Assessor's map and lot number:....:., - .......... SEPTIC SYSTE5M i`�tUS t ' g a COMM, Sewage Permit~number/�1 ....... WITH TITLE y £A tHouMAML se number :.............. ...... _ ... .....?P.... ..._F. ENVIRONMENTAL�.lL ' � 9°� 1639 TOWN -OF; BARN'STABLE a 6U'IL0.1 4G4111SPECT0R4 'APPLICATION FOR PERMIT TO ..... .... .....iao ................... ..................... ...... . . . ........... ...... TYPE OF CONSTRUCTION`::........... `t2m)6I, l !. .........................................£��� ...... ...... .... . .. ...C�� ......19. � TO THE INSPECTOR OF BUILDINGS: The unders-iggned hereby applies for a permit )according to the following, information: Location .O(.Q..�J. �.:...fo�'&a.1.......l.R/..4�,1.`�. .,1.�..�. .f .��J.T.4?...`...� ........ ................ ...... ProposedUse ........'..:.. .......................:........... ............. ........................... ....... Zoning District .. ......................... .........: ....Fire District .. ..................................... Name of Owner .�.�(I.IC.1.�5 F..`. C.�. . ..' ".... ..Address .v...' P Name of Builder .,4 ..... n,C Address :.:. ya n .f.,5................. . Nameof Architect Address °..............:................................................ ..........................:..............................:....................:.... Number of Rooms ..... ...............:...............................Foundation ................................... Exterior / h .�........................Roofing N � -................................ Floors .....................Interior ....... . .. Heating /...... Dirt.t✓............................ ............... .Plumbing .................K.0.?1. ... ............s.........e........................ Fireplace ................................................................................Approximate. Cost ..✓ :.J G . ....................... .... 19 ----: Area jj// Definitive Plan Approved by Planning Board ________________________ 4....L.7V...I ..... �G�e �si Diagram of 'Lot and Buildin �i Qy Fee '.........................................• SUBJECT TO APPROVA ARD OF HEALTH *k -- 41�°t �d OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ^/ r k .��// ... .... .+ . .. . . Name .. .. Construction Supervisor's License �'��/®l ................. r POST, JOSEPH C. & CHRISTINE C. No26192 r y•,•,•,•••,.,•: Permit fo ' •_ c Single Fami.lY....Dw �:], x1 .... ti Location . .205...Cx'OC.k.P-x:..�i�.cJs•4..Rt.�a.d...... ` 9 f', 4 ...QQ .ui. .............................................. y5 ,1 y Owner,!...J4sePh...C......&...Chxis.tine...(�-. Post Type of, Construction .......Frame. `` Plot ....:....................... Lot"s ........................... " r c _ r .• i S x Permit Granted ..:..March 22.!.,-...........19 84 Date of Inspection ...... ... .... "19 n. Date,Completed ..a:..../L p 9. + ram! X' �' y� Y�+ -/ •'+ ,�h .4 �� •. �.;.:9x:� - � ,�� t � � yam• � � � r ?�• � , � � " � �Y' Ts L �•r `dam t? '-�,,, � .d•�'� � - � ''' ��' � � a Assessor's map and lot number .........t1 n� Sewage Permit number/.?: h .....,/1? .�N -r�( i House number -" BJHB9TADLE, .......................... ...�. ........ ............:.. yp MA6L p 1639. 0 Up(d' TOWN OF BARNSTABLE BUILD,IHG INSPECTOR APPLICATION FOR PERMIT TO 6, �L U1�............................................. ........................................... TYPE OF CONSTRUCTION ....................v ....................................... y �l �C�'`'6.�. .... ................. ............. .��..".. :....... ..................19. �� TO THE INSPECTOR OF BUILDINGS: b The undersigned hereby applies for a permit Jaccording to the followinng� information: Location Q. t we ut.....lEd ( T ProposedUse ............../...`.........�...................................................................................................)........... Zoning District ...........l...l........................................................Fire District ......... .G. ...................... ............ Name of Owner .. .�!?.�.!: .�.:.s .,. ... C?.S..f ...........Address 6),, ,reorX� /f/f / ..OE.l. �s Name of Builder ....cam............... .�......... ..... eq.mdddress .... ......�. .............. .......................................... Nameof Architect,...................................................................Address .................................................................................... Numberof Rooms .....d.0—f-<............................................::Foundation .......nQ.U.!t:. .......................................... Exterior ,z- Loo � sn � Y .�.'V1 4.......................Roofing �.� 5.I .�.�...!:�........................................... ..............�....................... Floors .............. ..... ...:.............................................................Interior .......!.�..... .............................s.......................... Heating ......Y',C,s..l• .....................................................Plumbing ............ ...:.'2.4{: ... t3i =.. ......................... Fire lace ...... .. ...................................................A Approximate Cost :. ��Gy �� ........................ p Pp ... ... Definitive Plan Approved by Planning Board ________________________________19________. Area .... `?`. .. .... Diagram~�of Lot_and IBui ding wi('&rnensions ~-"�----- Fee — rlr PC k ' /v... . v................ SUBJECT TO APPROVALS`® ,BOARD OF HE LTA H o► f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's LicenseC !..:............. POST, JOSEPH C. & CHRISTINE C. A=19-33 26192 ADDITION No Permit for , ix1 � ..Family...Dwelling................. Location 2.Q5..GxS�.�kS:.T .�] c. ...Roacl......... ............:.....0 o t.0 i t.............................................. Owner ..►7.05.eP kli:ist-ine.,,C., Past Type of Construction ..FraMe........................... ................................................................................ Plot ...........'................. Lot ................................ Permit Granted ..,,March 2.2, 19 84 .................. Date of Inspectiori ....................................19 Date Completed ......................................19 Ix n ,f ' - - /2-7 Assessor's ma and lot number G itl (/ p %�.. .. f/.... ...t...... /fG FTHE O TO Sewage Permit number -. EPTEC SYSTEM . l�1�TALl.Irl� !" j WITH House number .. . .. .. .......:.....:............................:........ ARTICLE If 9•��0� �I SANITARY CCDE A TOWN OF BARNSTAffEEIONS. _ BUILDING INSPECTOR APPLICATION FOR PERMIT TO .:. >girt .G? G.Gd(Li/1�..... ....fr(.G ^ Er�C �{.. ..... . ..............:.......... TYPEOF CONSTRUCTION ............. d.i...i........................................................................... ...................... //Vaha.h........l.A........19..2.Y TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a perm' according to the following information: -� Location ...... -0... '�� ..... ....f C/5......0��. ........ o-Vi 1.T:....................:... 3 ProposedUse ................. ..-.......................................................................................................................... Zoning District ...... ........................Fire District ..C...O..k.r... ....................................................... Name of Owner J.�ddress C 2.0 -2.1. ....Cl-. ...f .......0)to 7� Name of Builder ................................//0(f.7.').Cn$...........Address .................................................................................... Nameof Architect ....................................................................Address .................................................................................... Number of Rooms ..... ........ ��4.r.ol?!!Y?5....................Foundation .............................................................................. Exterior ..116......X.. :.................................................Roofing .................................................................................... Floors .................. Interior .................................................................................... .................... Heating ................................................................Plumbing .................................................................................. Fireplace ..................................Approximate Cost ......lVi-000 Definitive Plan Approved by Planning Board ________________________________19____:___. Area ..............".*. ............. Diagram of Lot and Building with Dimensions .r Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH s fir° 3 ��rb 6ly" ro eko I hereby aree o conform to all the Rules and Regulations of the Town of Barnstable regarding the above const uction. ,i 6 Name CA....... . ......... ....�... ... ............... 3 � I �n a CasYoo Is Post, Joseph & Christine - 21083 add to dwelling' No ................. Permit for .................................... ............................................................................... Location ..........205. . ..Crocker. . . . .. ... ]Neck Road , .. . .. .. . . ...... .. ........ ................ • i Cotuit ............................................. .............................. Owner Joseph & Christine Post { ..................................................... frame Type of Construction .......................................... ' I ..... Plot ............................ Lot ................................ i Permit Granted ........MarQh..I2..............19 79 +' Date of Inspection ............... ..xX19 � Date Completed ....................zi:g.'.. ..19,% PERMIT REFUSED ................... 19 a ............................................................................... t .............................. . .............................................. c ' Y ............................................................................... i ............................................................................... ,. Approved ................................................. 19 .......................................................................... t 12 Assessor's map and lot number ............ ..... �.�r.�...�....... t � �oFTHE To Sewage Permit number .....� Ar+��...... / w.. ,c^' Crl' `"%G t/ Z BA"STAnLE, House number //j y NAM 2639. a OR TOWN OF BARNSTABLE r BUILDING INSPECTOR APPLICATION FOR PERMIT TO � .......r /</ °:.:/ �?�� ` TYPE OF CONSTRUCTION �I .!.: .l.C?Y�'........................................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �s.. ProposedUse ... . n : ............................................................................................................................... Zoning District ...... ........................Fire District .. ...1. 1......./.......................................................... Name of Owner ...i.�adress r:2 .... rli I r /)/.�.!:.{�.... r......c...!. � `�" -Name of Builder .................................�7��.1r} 1 t"e��...........Address .................................................................................... Nameof Architect .....................:............................................Address .................................................................................... Numberof Rooms �! �.��....................Foundation .............................................................................. Exierior ...A4....... ..................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .......I( AaO......................................... Definitive Plan Approved by Planning Board ________________________________19________. Area .......* :�.u�. ?... .:............... Diagram of Lot and Building with Dimensions Fee 5-r ............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH �f �e�ro , 6 , / 1 � I hereby agree-._to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ✓...a..n.. ........... ...C.............................Name .� Post, Josegxl W--Vld z�tdr A=19-j3 21083 -Idd to dwelling No ................. Permit for .................................... ............................................................................... 205 CvockerSNeck Road Location ................................................................ Cotuit ............................................................................... Owner Joseph & Christine Post .................................................................. Type of Construction ...... rame................................ ................................... ..f................................ Plot ..................................Lot ................................ Permit Granted March„.12............19 79 Date of Inspection . ..................................19 Date Completed ....... 19 ..................... PERMIT"REFUSED ..................................... ...... 19 . . .. ......I ............................... . .. . .......................... .............. ................... .............. .... .. . ...... . .... .... ... . ..... ......... ............................ .......... ....................................... Approved ................................................ 19 ............................................................................... ............................................................................... July 11, 1979 Mr. Joseph Post tlfl5�erocke � �o—aa r Gotr t;� MA Dear Mr. Post: Mr. Audino has inspected the foundation on your. premises and reports that a series of cracks exist plus the walls are leaning inward because of backfilling. 'I therefore cannot accept the foundation as is and request that you hove the contractor make the `necessary corrections. Peace, . Joseph D. Da1uz Building Inspector JDD/gr TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ! -- . 30 Map Parcel J Application #00 o Health Division Date Issued 3 Conservation Division Application Fee o� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address CpDff- lr o cj&_tS W2.� 9=:-L Village Owner dq�j, 44m- 11 j,No ram, j4;h•/V_� Address D _S Pei—. Y44� Telephone Z-b Permit Request L�S�cQ t o� LZ t X 60 Ce_5 U l V1 SLk rpl L)'u-S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: .13 existing —new Total Room Count (not including baths): existin new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove 1 ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: 0 existing L anew_--size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: '- 6 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ yK� c Commercial ❑Yes ❑ No If yes, site plan review # k.= Current Use Proposed Use APPLICANT INFORMATION /� �99 (BUILDER OR HOMEOWNER) Name ;r4me/1'�a.K_Nd_4� , Telephone Number 7FL,.�_ J' Address License # dL�7Z 2 Home Improvement Contractor# LZ) 3� Worker's Compensation # ALL CONSTRUCTION QEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE K too- t FOR OFFICIAL USE ONLY APPLICATION# k . DATE ISSUED :? MAP/PARCEL NO. 4 ADDRESS VILLAGE OWNER I z ' 'a DATE OF INSPECTION: '# FOUNDATION "! FRAME r i INSULATION ti FIREPLACE ELECTRICAL: ROUGH FINAL i { PLUMBING: ROUGH FINAL t, GAS: ROUGH FINAL r r FINAL BUILDING DATE CLOSED;OUT 4 ASSOCIATION PLAN NO. _ e. r the Comtmiontmalth of Massachmeas Diptmnent ofIndusoial Accidents Off ice of Invesligadons 600,Washington.S&eet Bosion,M4 02111 ' jrmit vi ass govIdia Workers' Compensation Insurance Affidavit:BuilderslContractors.MectncianstPlumbers Applicant Information // Please Print Legibly Nance(Bussinesj-o ant oll udividaai): ►�i �l tC Address: .57 Ayre fly City/State/Zip: q - Phone 9. r/7I— 3 `03 3 3 Are you an employer?Check the'appropriate box: Type-of project[(required): 1.Cf 1 am a emplt��r rsnth f(, 4. ❑ I am a general contractor and I employees(full and/or part-time). a have hired the sub-conractors 6. ❑h�esv rctioa 2.❑ I am a sole proprietor or partner- listed on the attached sheet_ J. ❑.Remodeling. ship and have no employees These sub-contractors have g- ❑Demolition avorkmg for me in any c act ty° employees and have vrodcers' 9. ❑Building addition [No workers'comp.insurance coop-insurance.a required.] 5. ❑ We are a corporation and its IO-❑Electrical repairs or additions 3.❑ I am a homem mer doing all work officers have exercised their 11-❑Plumbing repair: or additions myself[No workers'comp. rightt of exemption per MGI, 12.❑.Roof repairs insurance-required.]i c. 152,§1(4),and we have no` employees.INo workers' 13.0Coltish comp.insurance required.] •Any appliraut drat chec1s box 1 mnt afro fill om the secdou below shown keir-walkers'coimpetasatianpohcy infott�t-UH j Homenvn ers who=_ubtrt;-t this affidavit indimtmg they are doing all work and then hire outide contractors era t suhnia a Pen affidn t dmilicating sucb_ =Contract ors that cbecis this bin must attached an addidonail shm showing the name of die sub-eoottanors and state wheiher or not those alludes ha.-e employees. If the sub-contracrors hm-e employEes,they mim gro-tide their uvrkers'cemp.policy inumber. lam an empZo s,,w that fs providing iivrkers'compensation itLsitra rt'R for nty enTEgyees. BeZoav.is tJtepoiicy and j©b site information. 9 Insurance Company Name: 1 �i ►' t (/Y i Policy 4 or Self-ins-Lie.it: .W e- /O 3 Y70 E�zp. t on:Date: Job Site Address: O2QS� erO&L., J PLL C _4, City:State/Zip: Attach a copy of the workers'compensation policy declaration page(shoving the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well.as civil penalties in the form of a STOP WORK ORDER and a:fine of up to$250.00 a day against the violator. Be achised that a copy of this statement may be font'arided to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der the p ." d p allies o,f peditry litat fife itiformidiortproiaded slimy.as tnie nridcorrect. Signature: Date` s4AY zz Phone.: �0 / ` 33l— 3 9-3 Offlcfal use.only. Do not write in this.area,to be evinpleted ks,city or Imna officuti City or Town: Permit/License Issuing Authorit3:(circle one): 1.Board of Health 2.Building:Dep artmeut,3.Cityfl'own Clerk 4.Electrical Inspector S.Plumbing Inspector b.Other Contact Person: Phone#: -- 6 ,aartsreBM "'AM p 1639. Town of Barnstable ���" Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner -. 200 Main Street, Hyannis,MA 02601 www.town.barns6ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder f Mo PtU IFP— 'A e-C7,as Owner of the subject property hereby authorize �✓VhE(�t O�v� ge,�o[(Q , .Grt e. to act on my behalf, in all matters relative to work authorized by this building permit application for: aAS Cf0Lk2tf5 NAG k- (Address.of Job) �Signa of Owner Date jN 0 Y-�-y �e /' Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollikWppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 aco .CERTIFICATE OF LIABILITY INSURANCE._ °A�'M""°°"�'"' 08/23/2010 -PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION Duncan MacKellar Ins.Agcyl.,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 835 Broad Street. HOLDER. THIS CERTIFICATE DOES- NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. E.Weymouth,MA.02189 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Scottsdale Ins.CO. American Mobile Homes,Inc. INSURER B: National Union Fire Ins.Co.of Pittsburgh;PA 51 Moore Road INSURER c: Arbella Protection E.Weymouth,MA.02189 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR- MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED.BY PA!0 CLAIMS: irl8 Ai3ii `----- --- - POLICY EFFECTIVE POLICY EXPIRATION _ LTR INSR TYPE OF INSURANCE- POLICY NUMBER DATE MM/DD/YY DATE MMIDD/YY LIMITS GENERAL LIABILITY BCS0021396 - 02/04/2010 ' 02/04/2011 EACH OCCURRENCE $ - $1-,000,000 A x' COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ CLAIMS MADE F OCCUR MED EXP Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC $ JECT AUTOMOBILE LIABILITY 23984400000 02/26/2010 02/26/2011 C COMBINED SINGLE LIMIT $ $1,000,000 ANY AUTO (Ea accident) " ALL OWNED AUTOS BODILY INJURY X SCHEDULEDAUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY 01101/2010 01/01/2011' AUTO ONLY-EA ACCIDENT $ $1,000,000 C 36174400000 ANY AUTO OTHER THAN FA ACC $ X Scheduled Autos AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR a CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS_COMpFN$AIIONP.ND_�_ _ `" B 1/VC 36U 3470 vbt I zvzu U U8n 2/201 T `� TORY LIMITS ` - ER EMPLOYERS'LIAelEn"t- ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1 OO,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION.OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Rental of Mobile Homes e CERTIFICATE HOLDER CANCELLATION ` SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF TAUNTON BATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL .10 DAYS WRITTEN BLDG.DEPT TOWN HALL NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 15 SUMMER STREET IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR TAUNTON,MA..02780 RE ATIVES. AU ACORD 25(2001/08) " ACORD CORPORATION 1988 ' a OfTce,iftoii License or registrationvalid'for in'dividul use only. . . HOMEa;IMRROVFMENT CONTRACTOR ,before the expiration date: If found return t .Q Registstation .F106386 Type: Office of Consumer Affairs and Business Regulation Expiration: 7/•3/ 10 Park Plaza-Suite 517 2012 0 P Priv ate'Cor r o atior. Boston,MA 02116 A CAN MOBILE HOMES INC FRANCIS WARD Ill J 51 MOORE RD E.WEYMOUTH, MA 02189 ' Undersecretary Not valid without signature MassaChusetts Department of Public Safet Board Of Burid.ing Regulations and Standards Construction,Supervisor License License: CS 57291 Restricted to 00 -41 FRANCIS VWARD;III` , 51 MOORE RID WEYMOUTH,il.MA,02189 - Expiration: 9/17/2011 ('ummissiuner Tr#: 2211 h5 _ 0 - I ' 1o'•a': 1no•f s'-6't ta'-4••f 16•-O's • EXIST. INSTALL SPRAY FOAM - INSULATION INTO EXIST T WALLS&ROOF TO MEE THE CODE REQUIREMENTS ATTACH SIMPSON H25 TIES - - TDEXIST.RAFTERS EXIST. - SMOKE DET '�lob . .REVIEWED' A b N B^ BEDROOM #1 ,�a ' q f -` ^1 As 0 BARNSTABLE UILDI DEPT. D A6 _ r.r s•-e• PANTRY I ?D w ANDERSEN t A251 N m .. d.. DN. — - - _ - FIRE DEPART T DATE a ..._�...... REF _ _ I - - 1 6 O 0 W D ; ;5 IL—lll R. EXIST CLOS BOTH SIGNATURES ARE R QUIRED FOR PERMITTING DN RANGE REMOD. 1 PDR. NEW 25"x6V KITCHEN (VERIFYKITCHEN I praDODRII Op BATH e LAYOUT W/OWNER} EXIST. + 1 SHELVES I LINEN I DWJ-1 INK I 1 EAf 11 N EXIST. I __1 « �- --- --- -�` -- -- - -- - 0 DECK E EXIST. © BEDROOM#2 s 4x 6POST 4x 6POST io LIBRARY,R.,.j 4z8P05T IN WALL IN WALL tx I / �'� 4 x 6 POST IN WALL IN WALL . EXISTLANDERSEN EXIST. -- LINE OF S.F,ABOVE ANDERSEN — TM 21OD- _ REMOD. § ROOM 'LIVING EXIST. D CEILING) (VAULTED CEILING) BEDROOM rj N. . ANDERSEN QS - BEDROOM#3 TW 21046 3' f- DERSEN ANDERSEN 21046 TW 21046. n UP LINE OF S.F. 3ovE EXIST. EXIST. N DN. '} B A A$ � EXIST, A6 P.T.6 x 6 POST Wt L J^ AZEK CASING 7.11" 3'-r 3'•4` 7-5" h 10'-0't 1r-04 27'-10"2it i6'-0't- . IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS FIRST FLOOR PLAN CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) LEGEND: FENESTRATION SKYLIGHT 'CEILING W000 FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL " U-FACTOR U-FACTOR R-VALUE' R-VALUE R-VALUE R•VALUE R-VALUE 'VALUE = EXISTING WALLS ' Q SMOKE DETECTOR 0.35 O.so 36 20 30 M13 10(2FT.OEEP) 10/13 r__l CARBON MONOXIDE DETECTOR CONSTRUCTION TO BE REMOVED NOTES: NEW CONSTRUCTION ®HEAT DETECTOR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. IM 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR I ti OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2004 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTSTHE i ERRORS OMMO BE NO IEDFOUN ONY SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION/REMO DELI NG FOR: � �� �R Rro1.COMP 43 BREWSTER ROAD I°LL� I�F�a1 f°� 1/4"= 1'-0" C c. WITHEEEDRAWINGSIFOR THE LTIDlJ 61! "�''•"�'' MASHPEE MA. 02649 FETSCHER RESIDENCE t COMMENC RAWIMTMOUTNLELYING ¢ DATE DESIGNER OF ANY ERRORS OR OMISSIONS. i PH. (508 274-1166 OF THESTHE DRAY"OSTEDS TOTHELY R THE USEAl FAX (50�) 539-9402 OF 8E OYYNERWS NOSED.W- LADE USE OF 205 GROCKERS NECK ROAD C.OTUfT, MA N�� `RAL1 `"�ESN>�"MTTE" 3/16/2012 `i THESENT OF NNE DEQUiRES UNDER THE ARCHITECTURA!OOGYRIGKT PROTEC110N ACT OF 1990. f I v * e b A B A --ROOF BELOW— AB - O ' AV— SELU pV5� ACCESS 'VELUX KVIIGH�1 �1�6"KYLIGH� PANEL - ,'S•KYLIGf1� U460VE I � —(ABOVE I N ------------�---� ------ --NEW b R BATH® VENT FAN S 4 R. ANDER TW2442 EN ` NEW TO OUTSIDE / \ SEN ANDER v ,V V V AN21 -4' LOFT O NEW 76•x 6'S' O CRICKET - * RAILING N ? � ANDERSEN TW2442 REMOD- ANDERSEN SUNROOMLUX ""21 BELOW I REMOD. ——— ———————— Inao' "Tf LIVING 1---1 BELOW ��'' zu LUX �ELUX . a IIVS3oa77 It/S304 I - tAeOLVE"I . IABOLVE"-TI LINE OF WA BELOW A B A6 _ AB 12'-a't 27'-10't SECOND FLOOR PLAN THEDESIONERSHAI.L8E NOTIFIEDIFANY SCALE DRAWWG NO.: : ` COTUIT BAY DESIGN,.LLC N EW.ADD ITIONMEMO DELI NG FOR. ERRORSOROGISSIE AREFOCONTR II \' THESE DRAW1NGs PRIOR TO START OF 43 BREWSTER ROAD WLLCON BE RESPONSIBLE WLDFORT OCOMPACTOR 1/4"= 1'-0"WILLEE DRAWINGSIFORTHEUCTION f7 IN THESE ORAWITHO IF NOTIFY NO THE MASHPEE MA. 02649 FETSCHER RESIDENCE OESISqME DRA%MNCES NaSAR SOELYIFOR TH Q THESE DRANINOYERROIRSOYOFOR T� DATE /�► PH. (5Q8))274-1166 OF THE OWNER NOTED.ANl OTHER USE OF FAX (508) 539-9402 205 CROCKERS NECK ROAD COTUIT, MA A� OW7NGSREORRES tEWRTTEN 3/16/2012 gNSE2 NT Of THE CESIGNER IR.DER THE ARM OF TH COPYW ERLRID RTHEN .s ' NEW CERTAINTEED WOODSCAPE ASPHALT ROOF SHINGLES El `7 �\ (VERIFY COLOR). 1\ 12 e FRO EXIST. AZEK 1 x 8 FRIEZE - AZEK FASCIA BOARD (SEE DETAIL) SECOND FLOOR SUBFLOOR__ TOP OF PLATE ■ IF ■ ® ❑ ❑. F1 El ® HUBLIEN' aa FIRST FLOOR SUBFLOOR FRONT ELEVATION 12 W.C.SHINGLE SIDING 5"TO WEATHER �12 AZEK 1 x 3 DRIP BOARD &1 x 8 RAKE BOARD AZEK 1 x 4 WINDOW& - - - DOOR TRIM W12'SILL � Y SECOND FLOOR SUBFLOOR TOP OF PLATE L J z Ng u7 FIRST FLOOR SUBFLOOR RIGHT ELEVATION ERRORS OMI OL SARE FOUND PFJY SCALE : DRAWNG NO.: Q COTUIT BAY DESIGN, LLQ NEW ADDITION/REMODELING FOR: ERRORS ORON.TH NSAREF OONT d THESE ORAHW3S PRIOR TO START OF 43 BREWSTER ROAD WLL8EUGnON.THEStmanGCONIRNLTOR 1/4' - 1'-01. 'MLLSE RESPONStSLE FOR THc CONTEM ^ MASHPEE MA. 02649 FETSCHER RESIDENCE INTHESE ORAW NOSIFCDWSRRUCTION COMMENCESW9THOLT1,D11 YI.NO THE 1 THE EOV4,ER MTE A NER OF ANY OR—'jSEOF IA3 PH. (508))274-1166 THESE PESE DRAWING REOAN olHEWRTTEN DATE.: FAX 50$ 539-9402 THESENTOFTHEOES;GNPRTHEWRTTEN 3/16/2012 CONSEMTURAL OESIOIGH UROTECTE 205 CROCKERS NECK ROAD COTU IT, MA AOR OIFEC9.- COPVR C„PROfEOT ON / NEW CERTAINTEED / El WOODSCAPE ASPHALT ROOF SHINGLES (VERIFY COLOR) ' ® AZEK FASCIA WI (SEE DETAIL) FRIEZE 1 x 8 FRIEZE BOARD SECOND FLOOR SUBFLOOR TOP OF PLATE CORNER BOARDS x � F 00 i FIRST FLOOR~ SUBFLOOR EEE REAR ELEVATION 12 AZEK 1 x 3 DRIP BOARD &1 x S RAKE BOARD A ' M1 W.C.SHINGLE SIDING S' Ow R F-1 AZEK 1 x 4 WINDOW& - DOOR TRIM Wit"SILL -- 12 SECOND FLOOR - . EXIST. SUBFLOOR TOP OF PFUlIA ❑ NEW P.T.AZEK POST WJ AZEK Tj CASING z F-1 rn k FIRST FLOOR a SUBFLOOR I I LEFT ELEVATION COTU(T BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THE DESIGNER NGSPRBENOSTRTOF iF SCALE : DwwNNGNO.: t ERRORS OR Q19S&OTSS ARE FOUNDTR nON THESES OR O G9 ONS TO FOUND F THE SUILON3 ACTOR YCA LBERESPOU IBLEFORTHECONTENTT 1/41' "' 11-011 43 BREWSTER ROAD IN THESEDRAIYINOSIF OONSTRUCRON FETSCHER RESIDENCE THESEOQESNGSART'DUELYIFOTHE /` /� MASHPEE MA. 02649 DESIGNEROFANYERRORSOROWSSION3, DATE . /"'l`t 1 THESE ORAWINOS ARE 60lELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTEDNf OTHER USE OF ■p A THESE ORAWWOS REQUIRESTHEVYPoTTEN FAX (50 ) 539-9402 205 CROCKERS�NECK ROAD COTUIT, M � A�TECTUR LE PYMHTPCERTYE 311612012 ARCHITECTURAL DE&O ER UNDER DERTH2 CD 10'-04 12'-0•t 9'-6't t8'•4''t 16•-0't EXIST. STORAGE A6 r— --i r— r— A6 r— —� r21 — I I ! ( I I { I I ( r-- L... J L---J _ L---J L LOCAT10�1 _ J - FROMABOVE UP m F- NEW 42"x 42"x 18" `—EXIST.CONCRETE DEEP CONCRETE BLOCK FOUNDATION ` I FOOTING UNDER HEA FOOTING LINER- - - - I EXIST.FOUND.WALL Q t� I FILL CMU VOIDS W/ CONCRETE P.T.4 x 6 POST FROMABOVE 'I AT TO FOOTING W/SIMPSON - -—— - ABU66 ZMAX POST BASE r — — I I I —.�—EXIST.6 x 6 I I i I I I EXIST. � • I I PosrLacAnaN I I , o I L— J L— J L— —J L— —J - FROM ABOVE ' YE — GAMEROOM wl , 0 �i a i EXIST. Po FULL HEIGHT FOUNDATION WALLS - wl § N CRAWLSPACE .. VERIFY FOOTING SIZE B FILL CMU VERIFY CONCRETE UNDER NEW POSTS IDS W! RETE D 1=I (COVER EXIST.DIRT FLOOR WSTALL NEW FOOTING IF THERE IS o I W16 MIL POLY VAPOR BARRIER) NO FOOTING UNDER WALLS OR LESS I THAN B"x 18"FOOTING SIZE I POST LOCATION FROM ABOVE r �--� � I I ! i L• 1 7 LINE OF S.F.ABOVE Ib P.T.6 x 6 POST ON 17 DIA. L— _.J L — CONCRETE SONpTUBE Wt A A6 28"DIA BIGFOOT FOOTING A6 EXIST.FULL HEIGHT UNDERNEATH TO 4V 8'CMU FOUND.WALLS BELOW GRADE.USE SIMPSON TO REAMIN - ASU66 ZMAX POST BASE 7'-2" 10'-0"t 12'4Y"t 27'.10"3 - ,6'•0"3 �` sty F. o` MARK A. FOUNDATION/FOOTING PLAN • t IF COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THE DESIGNER ION.TH DUILDN*Fl VMN SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE ORA\YiNGS PRIOR TO START OF 43.BREWSTER ROAD IOLL NTHEERE9T'PON ISLEFORTHECONTENTOR 1/4" = 1'-0" IM THESE DRAWINGS IF G STRU=ON MASHPEE MA. 02649 FETSCHER RESIDENCE IMECOMSERAY0WISARES LELYFORT DATE : f DESr DRAWINGS ARE lX?LEaL�Y OFOfiT USE PH. (508))274-1166 OF THE OWMER NOTED.ANY OTHER USE OF FAX (508) 539-9402 205 GROCKE.RS NECK RDA® COTUlT, MAA5 THEoD�URAL0PYRKIREQUIRESTHBWRMON 3/16/2012 CONSENT OF THEiIWS DESIONER UNCER THE ARCHItECTURAL COPYRiGM PROTECTION SEE PLAN PROVIDED BY SOLAR PANEL RAIL SOLAR PANEL RAIL FOARD PANEL, INC. ON &FASTENERS 4 &FASTENERS ALL SIPS ROOF PANELS ; 6>��� Q DETAILS 2-1 3t4"x 11 1/4"LVL RIDGEBEAM MULTI LVL RIDGESEAM QP� Q ROOF SSIPS N NGLES&SCEIWATER 9O ROOF SHINGLES&S Sri FELT a44 SHIELD ON WHOLE ROOF co - 5 9 9' 12 12 12 3 tf2"xs Itz - PSL POSTS 1.8E OR EQUIV. \G� tir FASTEN SIPS ROOF PANELS 'QO NEW 2 x 6 KNEEWALL '4,'O NEW 2 x 6 KNEEWALL P TO WALL,&BEAMS PER o W/6'BAT INSUL(R2D) W!6"BAT INSUL(R FOARD PANEL DETAILS �• -S, ��- NEW NEW yG LOFT VERIFY INTERIOR FINISH LOFT 2-1 4"x 9 12'LVL BEAM ALUMINUM DRIP EDGE W/OWNERS SECOND FLOOR —2-1 3!4'x 9 1/T LVL BEAM SUBFLOOR 3.1 3/4'x 9 12'LVL BEAM 2.1 3/4"x 9 12'LVL BEAM 2 x 1O's®16'o.c. TOP OF PLATE. 2.1 3K'x 9 12'LVL BEAM 2 x 101s @ 16'o.c. TOP OF PLATE - ---2-1 3/4"x 7 1!4"LVL BEAM " I - _ NEW 9"HfR � NEW 9"HIR ... GATT INSUL - BATTINSUL {. 3 1/2"x S 12' NEW 12'GYPSUM fNSTALL NEW SPRAY FOAM NEW 12'GYPSUM PSL POSTS BOARD,VERIFY ( )-- INSULATION(R20)INTO BOARD,VERIFY - (re) 1.8E O EQUIV. PLASTER OR TAPE/SEAM EXISTING 2 x 4 WALLS PLASTER OR TAPE/SEAM REMOD. REMOD. w REMOD. NEW H SUNROOM KITCHEN NEww.G.sHNGLEsIDNG LIVING MUDROOM FIRST FLOOR FIRST FLOOR SUBFLOOR SUBFLOOR EXIST.2 x 6s 16'o.c. EXIST.2x B's 16'v.c. NEW SPRAY FOAM EXIST.2 x 6s Q16'v.c. EXIST.2x B's @16"v.c. NEW SPRAY FOAM + IST. - INSULATION(R30) - INSUALTION R30 EXIST.6x8GIRT W/ EXEST.6x8GIRT W! ( ) CRAWLSPACE 2x3CLEATS CRAWLSPACE 2x 3CLEATB EXIST.CMU FOUND.WALLS - EXIST.CMU FOUND.WALLS EXIS?.CMU PIERS WIO FOOTINGS UNDERNEATH EXIST.CMU PIERS W/OFOOTINGS UNDERNEATH B SECTION @ SUNROOM/KITCHEN NEW 47'x42x18` CONCRETE ETEPOST ON 17 NOTUBDWA AS B SECTION @ LIVING/MUCIROOM DEEP CONCRETE CONCRETE SONOTUBE W! FOOTING UNDER - ' 28"DIA BIGFOOT FOOTING EXIST.FOUND.WALL - UNDERNEATH TO4TJ° NOTES: Ag FILL CMU VOIDS WI N S" - - BELOW GRADE.USE SIMPSON E CONCRETE P ABU66 7MAX POST BASE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, NAILING SCHEDULE DETAILS,&FINISHES IN THE FIELD WITH OWNER 110 MPH EXPOSURE a WIND ZONE a " 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING FIRST FLOOR TO BE 6'-B"ABOVE SUBFLOOR ROOF FRAMING: BLOCKING TO RAFTER ROE NAILED) 2-Dd 2 70d EACH END 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS RIM BOARD TO RAFTER(END NAILED) 2-16d 3-18d EACH END STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-iSd Sind ATJOINTS 5•) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED- STUO TO STUD(FACE NAILED) 2-16d 2.16d 24o.a. HEADER TO HEADER FACE NAILED) 16d 1sd fTo.c.ALONGEDDGES 6.) 110 MPH EXPOSURE B WIND ZONE FLOOR FRAWNG: 7. ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-ad 410d PERJOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 240d EACH END OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE112"FIELD NAILING BLOCKING TO SILL OR TOP PLATE(TOENAILED) 3-16d 416d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 416d EACH JOIST 8.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/480 LOAD,VERIFY ALL SHOWN JOIST ON LEDGER TO GEM(TOE NAILED) 3-8d 3-10d PER JOIST SIZES WITH LUMBER SUPPLIER. » BAND JOIST TO JOIST(END NAILED) 3-16d 416d PERJOIST BAND JOIST TO SILL OR TOP PLATE ROE NAILEDD a 2.16d 3.led PER FOOT 9.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING ROOF SHEATHING; 10.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OFALL WOOD TRUSSES SPACED 6d 10d G"EDGEWFIELD SIMPSON COMPONENTS RAFTERS OR.. ..SPACED OVER I6"o.c. 8d 10d 4"EDGEl4'FIELD GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG 8d 10d V EDGEAT FIELD - 11. ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS GABLE ENDWALL RAKE OR RAKE TRUSS Ild 10d S"EDGE16"FIELD ERS TO BE 3000 PSI GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGFJ4"FIELD 12. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE C£IUNGSHFATHO ) GYPSUM WALLBOARD 5tl COOLERS — T'EDGE/10`FIELD ' DURING FRAMING CONSTRUCTION WALL SHEATHING: 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" WOOD STRUCTURAL PANELS(PLYWOOD) IELD &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF STUDS z&D 2S'3rFIFIBEReo°RD PALLS 8dd 10tl 7EDGE/&'FIFELD MASSACHUSETTS WIND SPEED MAPS 12'GYPSLIMWALLSOARD 5d COOLERS — TEDGE/10`FlELD 14.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS FLOOR SHEATHING: VERIFY ALL WEND BORNE DEBRIS PROTECTION WOODLFSSUTHICK�THICKNESS (PLYWOOD) Bd 10d S EDGEli2 FIELD REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION I GREATER THAN V THICKNESS 10d 16d 6"EDGEJ6`MELD 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE THE ERRORS ONSSIONS ARE IRFO FOUND ANY SCALE : DRAWING NO.: T NEW ADDITION/REMODELING FOR. ERRORS OROMSSIONSAR'c FOUND ON CO ITUIT BAY DESIGN. LLC . THESE ORAYNNGSPRIOR TO START OF " LI—\ ,�j�'`i',+1H of/"[.IS. ILL BE R&aPONSI9 6 OR THE W CONTENT oR 1/411 11-OIL. 43 BREWSTER ROAD pp s�` IN THESE DRAWINGS IFCONSTRUCTION C^'O� MAR A. yG COMMENCES WiTHOUTNOTIFYING THE A MASHPEE ,MA. 02649 FETS.CHE:R RESIDENCE m, DESIGNER Of ANY ERROR60ROWSS DNS. PH. (508 274-1166 MDKF"G' I THESE DRAWWSARESOCELVFORTMEVR DATE : OF THE OWNER NOTED.ANY OTHER USE OF FAX50 539-9402 THESE°RAWNDSRESI REQUIRES ( > 205 CRACKERS NECK ROAD COTUIT, MA ��F /sTSVL_1'' �i��lz � �P a ; TES 3/16/2012 5hvc f itminq� ,, 5 ta•6"i: 12'-0°t 9'-6't 18'-4''x 16'-O's co NEW P.T.4 x 6 POSTS - USE SIMPSON AC6 POST CAP TO FASTEN _ BEAMS TO POST.FASTEN - POST TO NEW FOOTING ' W/SIMPSON ABU46 ZMAX - POST .NEW P.T.4 x 6 POSTS - NEW P.T.4 x 6 POSTS USE SIMPSON LCE4 A - ____ I _ USE SIMPSON LCE4+ _ CORNER CAP O POST,FASTEN FASTEN AB - CORNER CAP TO FASTEN BEAMS AB BEAMS TO POST.FASTEN POST TO NEW FOOTING -�'-- T POST TO NEW FOOTING W/SIMPSON ABU46 ZMAX SIMPSON ABU46 ZMAX POSTBASE I PO BASE -1 3/4"x 9 1rL, CL Q Tl I tc 1 NEW 2 x tas 0 16"o.a.W/ - - * � MID-SPAN BLOCKING fV X I NEW P.T.4 x6 POSTS USE SIMPSON AC6 POST CAP TO FASTEN - - BEAMS TO POST.FASTEN - N POST TO NEW FOOTING § W/SIMPSON ASU46 ZMAX R POSTBASE f{ ^ 2-1 3!4"x 9 1/2'iVt =--- 2-1 314"x 9 1f2"LVL IFOR , OPENFORSUNROOM NEW 3 1!2'x 5 1f2"P8L POSTS 1.8 E OR EQUIV.USE SIMPSON AC6POST CAP TO FASTENBEAMS TO POST.FASTEN POSTTO NEW FOOTING OP - ru W/SIMPSON ASU46 ZMAX UVING� - I POST BASE r CONT.2-1 3/4"x 7 1W LVL HDR 3-1 3/4"x 9 VT LVL 2-1 3/4" P.T.6x6POST WlAZEK A B - NEWP.T.4x6 POSTS CASING.FASTEN TO BEAM AB As USE SIMPSON LCE4 - - W/SIMPSON ECCL POST CORNER CAP TO FASTEN CAP&TO FOOTING W/ BEAMS TO POST.FASTEN SIMPSON ABUSE POST BASE 8'-9' T-2" 11'-N^ POST TO NEW FOOTING - WJ SIMPSON ABU46 ZMAX ' POST BASE 10'-a'3 1z-a't 27'-10'3 SECOND FLOOR FRAMING PLAN MAI A. THE its ^ cSS10ftA',`� ERRORSl0N OMISSIONS MISSI NS ARE IOUD ON SCALE : DRAWNG NO.: F7 No COTUIT BAY DESIGN, LLC NEW ADDITIONIREM�OD�ELI NG FOR. ERRpRSpR pM..THESAREFOUNO CN THESE ORAWN PRIOR TO START OF 43 BREVVSTER ROAD CONSTRUCR0I:.THE SUILO NG COMRAWOR 1 11 1 11 WILL SERESPON'SISLEFORTHECONTENT 1/4 7 —O MASHPEE ,MA. 02649 FETSCHER RESIDENCE MTHESE ORF ANY RR OOW R Ci QN COMMENCES WITHOUT NOTIFrlNo THE MA HP 274-1166 DESIGNERW ANY ERRORSOR OMISS2tLt TFIESE ORVNERGSTE AW THER THE USE DATE THESE THE OWNER NOTED.ANr OTHER USE FAX(508)539-9402 THESENTOFTHSRESiGNERUNVERTHEEN 3/16/2012 A7 205 CROCKERS NECK ROAD COTUIT, MA COH'TECTU THE DEYRIGRUfdOTECTI ACT OF 1OTURAL COPYRIGHT PROTECTION iL SEE PLAN PROVIDED BY FOARD PANEL, INC. ON co ALL SIPS ROOF PANELS DETAILS 1r O'3 9'-6 t 18'-4"t 16'•Q t A B AV— ,o oy • SKY- SKY- SKY- r LIGHT- LIGHT LIGHT - R.O. R.O. R.O. �p O � b _ _ _ R_ 10 IDGE 50AR ry 2.1 314"x 11 114"LVL RIDGEBEAM - 3 Ur'x 5 la PSL POSTS FROM - ' 4 z OS S FROM OEBEAM RIDGEBEAM DOWN TO FOOTINGS DOV N TO FOOTING JN THE IN THE CRAWLSPACE CRA VLSP kCE (1.SE OR EQUN.) - NEW 2.8 RAFTERS SKY- ®16'a.c.FOR NEW LIGHT - CRICKET R.O. f QA- SKV SKY ' LIGHT ! LIGHTO2 - - R.O. R.O- j ti SIP5 PANELS(SEE PLAN ''ASTEN SIPS ROOF PANELS A DEVELOPED BY FOARD PANEL TQ WALL,8 BEAMS PER S A6 6 FOARD PANEL DETAILS A tr•Ps 27'-10't ROOF FRAMING, PLAN /jKR Im Ay�n . of�Gf RTE`nEG`F,t•�a� SS10N A.I.. :1 - a i TI4E DESIGNER SHALL BE NOTIFIED'FAN/ NEW ADOIT!ON/REM DELING FOR: ERR SEDFAWM{SPRIORTEFOINDON SCALE . DRAw►NGNO. EaF7COTUIT BAY DESIGN, LLC iHESEORAWNRTHIEB TOSTARTOF 43 BREWSTER ROAD CONSTRRESON.IBLSFO6NGNNTENTTOR 1/411= 1'-01, WILLBERESPONSIBLEFORTHE"""'I T IN THESE DRAWINGS TDONSTRIK:PI MASHPEE ,MA- 02649 FETSCHER RESIDENCE THEEDRAWNGMENC �ESMSARE OLELYIFORTH Q Q PH./(508yu)j 274-1166 OFTHEEROFANOTEDAROROEIUSEO. /-.,V FAX (5OV> THESEDRAWNGSARESOLELY FOR TIIE W= DATE : 539-9402 205 CROGKERS NEGK ROAD COTUiT, MA AR;OFO�ERNDiEO.ANTONCFRTECF TON E CONSENT OF THE RESIGNER THE WRITTEN 3/16/2012 CONREM OF 7>1E DESIGNER U[�ER iliE AROH'F 19M!(L1L WP`lPoGHl PROTECtiON ' VERIFY ALL SOLAR PANEL DETAILS.& INSTALLATION W/COTUIT SOLAR & OWNER CHANNEL RAIL W.HOLE IN CENTER&1Z"IN FROM - EACH ENO FOR A318'LAG BOLT SOLAR PANEL ARRAY PANEL SIZE:3S'x W El • I � I 1 � I i � n I I I I I I I i I ' i +•� 1 l ! i i 1 1 ! 1 F ® EXIST. E 11 ® n nu SOLAR ARRAY LAYOUT COTIJIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. Y THE DESIGNER GSJORRT NOTIFIED STARIOF SCALE : oRavwr�Grvo_. ERRORS OR OMSS!ONS ARE FOUND ON THESE DRAWINGS PRIOR TD START OF 43 BREWSTER ROAD lt°ES E5�" IaEFOR HECCONTEM10R 1/4" = 1'-0" IN THESME E DRAWINGS IFCONSTRVC ION MASHPEE ,MA. 02649 FETSC.HER RESIDENCE { CO GONER FANYER ERRORS OR PH. (508)274-1166 DESSSOROFAN'ERRDRSDRDW99NE S. DATE THESE DRAWINGS ARE SOLELY FOR TFE C6E FAX (508) 539-9402 20J CROCKERS NECK ROAD CQTUIT, MA OFTHITE-UR NOTED.IGH3M TIEC OF 3/16/2012A9 - THESEORAkNNOSREOURESTHEAI Tn EN CONSENT OF THE OE910.NER UNOER TIE ARCNRECTl1RAL COPYPoGHT PRJTECitON ACT OF 1990. I 0 t . � I �. 77, P fl n f incorporated P.O.Box 185 , West Chesterfield, NH 03466 ( 603 ) 256 - 8800 JOB TITLE: FETSCHER RESIDENCE LOCATION: COTUIT, MASSACHUSETTS PROJECT NOTES: •ALL ROOF PANELS ARE TO BE 10.5'FPS SIP. •ALL PANELS ARE TO BE SHIPPED TO THE SITE N BULK&ARE TO RE SLIT,ASSEMBLED&INSTALLED BY FPI. •ALL ENGINEERED MATERIAL&2.'S NEEDED FOR THIS PROJECT ARE TO DE SUPPLIED BY FPI. •RIDGE BEAM.GABLE ENDS&SUPPORT SYSTEMS BY OTHERS. DESIGN CRITERIA: � 1 •GROUND SNOW LOAD-35 PSF •ROOF DEAD LOAD- 15 PSF •IMPORTANCE FACTOR-1:0 r,� •WIND SPEED-110 MPH.EXPOSURE B •UPLIFT PER SOLAR PAN1 ATTACHMENT POINT:50 LEIS STRUCTURAL DESIGN NOTES: •FOARD PANEL INC.DRAWINGS ARE PROVIDED TO SHOW DIMENSKINAL AND PROPOSED FIELD APPLICATION DETAILS ONLY. •FOARD PANEL INC.IS NOT THE ARCHITECT OR ENGINEER OF RECORD FOR TH6 PROJECT AND ASSUMES NO LMILITY FOR ANY OTHER BUILDING COMPONENT,SYSTEM OR ACTION PROVIDED OR CONDUCTED BY OTHERS ON THIS PROJECT. •YOU VAY WANT TO REVIEW YOURSELF.OR OTHERWISE CONTACT.A DESIGN PROFESSIONAL TO ASSIST YOU IN UNDERSUANDINC YOUR LOCAL BUILDING CODE REOUIREMENTS GENERAL NOTES: "ANY ENGINEERED MATERIAL SPECIFIED BY FPI MUST BE ASSEMBLED&INSTALLED ACCORDING TO THE MANUFACTURES FPI^ R COMM ND ^ EXTERIOR FINISH FOR ROOF PANELS SPECIFICATIONS. •THE FOUNDATION,FLOOR SYSTEMS,STICK-BUILT AREAS AND TIMBER FRAME SYSTEMS ARE TO BE DESIGNED,ENGINEERED, SUPPLED,AND INSTALLED BY OTHERS. ROOFING •WHEN STUFFING EXPOSED PANEL EDGES W/2K MATERIAL USE THE LONGEST CONT.LENGTH POSSIBLE#2 KO OR BETTER. ROOFING UNOERUYMENT BE SURE THAT 2N'S DO NOT BREAK WITHIN 16'OF PANEL JOINTS. •ALL ROUGH OPENING BLOCKING MATERIAL STUFFED OR KEYED INTO PANEL MUST BE RUN CONTINUOUS. VENT SPACE FOR CONTINUOUS •ALL PRODUCTS ARE TO BE AS SPECIFIED BY FPI OR AN EQUIVALENT SUBSTUTE MAY BE USED. METAL ROOFS ;)'MIN.FOR RUNS . -;L�i",. <30'&1�]'MIN.FOR RUNS>30'. •FOR QUESTIONS PLEASE CALL JONAS AT FOARD PANEL INC.(1-600-644-8885) #30 ASTM 04869 TYPE III ASPHALT SATURATED ORGANIC FELT. t t.; EPS OR XPS DRAWING LEGEND: SIP ROOF PANEL ABBREVIATIONS: RM SCHEDULE E• PANEL TYPES: A.F.F. ABOVE FINISH FLOOR A.W.P. ADJACENT WALL PANEL --SN0.SPUAT ROIJf NB = NAILBASE PANEL INTERIOR FINISH O/0 OUT TO OUT �DNE ROUT CW - CURTAINWALL PANEL -•` SC SCRAP _--3/4•Fuu no SIP - STRUCTURAL PANEL SNG. SINGLE - SPLR-SKIN ENO CW PANEL `a'>'': -1 1/2•FULL ROUT SSE ( ) EXTERIOR SIDE DBL DOUBLE -- CSSL S?UT-SKINLENGTH _ CONS. CONTINUOUS -r-)'iWLL NDUT SSLE SPLIT-SKIN (CW PANEL) END+LENGTH(CW PANEL) - -_ __ / ✓,1" CONST. CONSTRUCTION _-__C,,90M ROUT WC DR YWALL RYWALL CLAD STRUCTURAL PANEL ' GALV. GALVANIZED D.C. ON CENTER INTERIOR SIDE /�'�:i�• ROUGH OPENING R.O. LINETYPE SCHEDULE: PANEL INFO EL IDENIFrATID: Sµ OF TYp TOP OF -H OF PANEL Ma 1-PANEL IDEN W PANEL TAG B.D. PANELS SHORT - DDEN PANEL EDGE 9G -DENDTES AAW PANEL LENGTH a� y "i-�..�,� / ------------------'-----------7 p,g,p, PANEL SHORT POINT ___SPLIT SKIN P,V:EL uNE AMWrl�,�$• GN• - ( NOTE:THIS DETAIL IS FPI'S STANDARD RECOMMENDATION 11F BEST P.L.P. PANEL LONG POINT T,F, TIMBER FRAME p�, _PANEL SURFACE IOEMIiIGTION/LOGTNN - I PRACTICES FOR PANEL BUILDINGS ONLY&MAY NOT MATCH THE EXPANDED POLYSTYRENE SNo-vi1BAL EXACT CONFIGURATION OF YOUR BUILDING PROJECT. Ell NQ.4'1D44 Digitally signed b AnnetteDe;/ PLEASE CONTACT THE FPI TECHNICAL DEPARTMENT XPS EXTRUDED POLYSTYRENE 9 Y 9 Y - i FOR ALL QUESTIONS&CONCERNS ABOUT HIGH PERFORMANCE Sip STRUCTLURAL INSULATED PANEL a -DENOTES WIRE CHASE LOCATION 'q 9FCr A�� NQ DN:cn=Annette De ,o=AnneYre De Engineering "J" I BUILDINGS&RECOMMENDED FINISH DETAILS. I sTE � Y Y 9 9 L----------------------------J LN. INSULATED HEADER sroNn a LLC,ou,email=annette6oy@grnail.com,c=US II r Date:2012.04.03 21:02:07-04'60'. f� ` T , - r 1 v `�, 1 u• `e. G a. F; �•..� `�, ,x a '-�_. `�. ,z k' ,F;7 ' 17 12 12 aA� �R v3 .o'er E>..•r_ WL BLOCKING EMBEDDED IN SIP'S !a�' o'r' roa vun �viK IXGEPT O SiCYLIGIff OPENINGS. ?f� Jq Es`j"DF�U 1'-0' � 23'-10'-0/0 OF STICK-BUILT WALLS— I 1'-0' 1'-0' 23'-10'-D/O OF STICK-BUILT WAL— INS•y�� sTAucTTmA� N� EwaN 7 T SECT�N 2 I 2� No.47044 1'-0 �CALE:3/8' 1'-0' 9FGISLER�� 4`'Q S10NA I W Z I a � a 0 o 0 1 Q Z IB e O N O M I W w � x cn (n Q zCL C� z o z o , N. SOLAR MODULE BY OTHERS. W V) Q m U Q _v4p 4ty. of O ..�ta•rirrv., Q Q o ;W SS HEX SOLT dY OTHERS. O �Tv%-_e_�,�,e�;^rr•_, PRO SOLAR TIE DOWN CLAMP BY OTHERS. ROOFING(e30 FELT) w'�:` PRO SOLAR 114'.lYi"RAIL BY OTHERS. W O 1%"s71i'LVL BLOCKING INSTAlLEO LL U w 0] k RING GLUED INTO SIP DU " •� 2y4 STANDOFF BLOCK BY OTHERS. I J Y aY r�55.`� I W d] p PANEL FABRICATION PROCESS. 5' 13'-7' 16'-3' '-S' o z Z Y INiO•x4"GALV.LAG LVL BLOCKING R�. R.O. R. Q W •`y;s1-`•4.Y•,;Y.�:;jnl'�' 4D'-0'-0/0 OF SOCK-BUILT WALLS BELOW t O �- d' _ �lxh. l�•�`Y'n"i <. DRAWING N0. 11 ROOF PANEL: 1 OY2" EPS SIP a SHEET N0. L____________________J PV PANEL ATTACHMENT DETAIL / s� RppF pANFL SURFACE LAYOU7— / 1 2 OF 3 SCALE:1 1/2'- V-0' SCALE:3/B- 1'-0' l- II I, j I ,,, I ;b' J'APA RATED —SECURE OSB PANEL SKINS TO gyp„z O PLYWOOD SPLINE. SPLINE W/Bd GALV.NAILS O 4" Lf4J 0 O.C. EACH SIDE,EACH FACE. t o C n � APPLY CONT.BEAD OF EXPANDING 9J.B DEC.BACK 3EVEL 9A' 3"APA RATED FOAM SEALANT INTO FOAM CHANNEL ¢p C9 439 DEG BACK BEVEL PLYWOOD SPLINE. W/DRILL&FILL METHOD(SEE BELOW). A,is ------ - ---- ------ ------- ------- ---- ------- ------- ----- ---- - ----- ORAL AND FlII METHOD G p FOAM EXTERIOR DRILL W DIA.:`iOLES IN PANEL CONNECTION O 10'O.C.FOR WALL (2.1 2-21 2$'• 25`. 2fi 1 '2`_71 :2-9) 2-30'• ��ll• (2-12` (2-14` IS2`161 I PANELS h O B'O.C.FOR ROOF PANELS ALONG ENTIRE LENGTH OF JOINT. INJECT y FOAM INTO CAVITY FOR APPR.5 SECONDS. FOAM MUST BE ALLOWED TO CURE FOR p 0 AT AST 24 HOURS BEFORE HARDENED FOAM BALLS ARE REMOVED FROM THE EXTERIOR. 3F F I I INJECT FOAM AS CLOSE AS POSSIBLE TO INTERIOR SKIN OF PANEL. 8 w.r rmt�® 3"WIDE PANEL SPLINE CONNECTION SCALE:1' t'-0" g. E In>- R.O.:t R.O.: 3 I In0_ N Wa30w Wa300 Wa301(' z a N J z n H=JY{A• N Ha3T35j < -3716' QIn a O u V) (n ` L,zd-==i >vi O w O U I jS' ATTACH PANEL TO 2.WALL SYSTEM U p d O U / W/14'LONG SIP FASTENERS O 10'D.C.OR O_Z G LL F x 5 PER 4'PANEL WIDTH.TYPICAL UNLESS Q 2-3 i 2$ I 2-13 OTHERWISE NOTED.REQUIRED-LRN. LO Q W Q 4 -3 2'ENBEODMENT INTO 2x'S. W z i a o_J Z('r z N r 4 o Q J Z Z U W '1 DECK SYSTEM BY OTHERS O O �U STUFF EXPOSED PANEL EDGE W/ V_O. CONT.2x MATERIAL SECURE 050 PANEL SKINS TO 2.W/Bd GALV. ATTACH G TO TO 2x NAILS O 4'O.C.OR EOU. BLOCKING TO TOP PLATE WGALV OF a{q NAILS O 4o D.C.W OR:E�GALV. � 9� I&. R.O. R.D. Dom/ ANNETTE S. 90 '-0'-0/O OF ROOF PANEL _T STICK-BUILT WALL BY OTHERS B7RUC:iTDt4l w NO.47044 NOTE:ALL RE BEAD ODE PANDNGLFOAMNTINUOUSSEAtANT -DVSO1SiEP����g``Q C ROOF PANEL QU ' SURFACE 1 BETWEEN 2x MEMBER&PANEL FOAM. St01A SCALE:3/e'_1'-0' PANEL EAVE CONNECTION DETAIL 2 SCALE:1'- V-0" I ATTACH PANEL TO RIDGE BEAM &WALL SYSTEM W/14-LONG SIP FASTENERS O J 10'O.C.OR 5 PER 4'PANEL WIDTH. uJ STUFF EXPOSED PANEL EDGE W/ TYPICAL OR OTHERWISE NOTED. Q CONT.2.MATERIAL SECURE OSB REQUIRED-MIN.2'EMBEDDMENT INTO EL PANEL SKINS TO 2.W/8d RIDGE BEAM. 43.8 DEG.BACK BEVEL 43.3 DEC.BACK BEVEL GALV.NAILS O 4'O.C.OR EOU. 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ATTACH BEVELED E P L 3 00'-0'-0/0 OF ROOF PANEL 2 STANG TO RIDGE BEAN W/ "AILS 4'D.C. OF BO UAty. NAILS O 4' ..0R EOU SHEET N0. .t ROOF PANEL LAYOU SURFACE T 1 PSCALE:I'- V CONNECTION 4 I ALE. 3/e'= 1'-0' 3 OF 3 t� s Palz / o�