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0136 COTUIT BAY DRIVE
��� ��� � . _ .--. .�. ,.:.. • . ,.V, � Town of Barnstable Building elm? Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. Permit sesA �� cl lil +° Where a Certificate of occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2547 Applicant Name: STEVEN P MCELHENY Approvals Date Issued: 08/16/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/16/2020. • Foundation: Location: 136 COTUIT BAY DRIVE,COTUIT Map/Lot: 056-020 Zoning District: RF Sheathing: Owner on Record: KEALLY,ALEXANDER F&NICOLLE H Contractor Narn : STTEVEN MCELHENY BUILDERS INC Framing: 1 Address: 10 MEADOWBROOK ROAD Contractor License: 157,699 2 WELLESLEY HILLS, MA 02481 Est. Protect Cost: $5,000.00 Chimney: Description: REPLACE FOOTINGS AND POSTS REMOVE EXISTING LALLY COLUMN Permit Fee: $85.00 SUPPORTS AND REPLACE WITH POURED CONCRETE SONOTUBES l! Insulation: � Fee Paid.- $85.00 (12")ON 28" BIGFEET 5 SUPPORTS TO BE REMOVED RECONFIGURE Final: STAIRS TO PATIO Date: 8/16/2019 Project Review Req: 6x6 posts Plumbing/Gas Rough Plumbing: I ------,�� \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this.permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT S � 2 Iq —1 Application Number...6....,........ .-4—........... EAP219TAEM Permit Fee........................................MerFee........................ MASIL %65 TotalFee Paid............................................................... ...... TOWNOF BARNSTABLE Permit Approval by..................._.............On........................... BUILDING PERMIT MV....... .....................Parcel-.... ...................... ............... APPLICATION Section I — owner's information and Project Location Project Address— 17,(0 cc T7 Cz %J X_ Village Owners Name A yr- 1 tl C,c)L-K r—(r A Owners Legal Address to C State A ziD o 7-4 Owners Cell tn --7 t.-t 15 p7— . E-mail 0, Section 2—Use of Structure Use Group— ❑ Commercial structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure E] Change of use M Demo/(entire structure) F] Finish Basement ❑ Family/Amnesty El Fire Alarm Rebuild D Deck Apartment El Sprinkler System ❑ Addition F1 Retainingwall E] Solar BUILDING DEPT. El Renovation El Pool ❑ Insulation AUG 0 7 2019 Other Spec TOWN OF BARNSTABLE Section 4 -Work Description (,,,T-i-3 L A t-c—q C cz i.—L— E-4- *pro R-,m ,I ;,i 6 14 -Z P1 L'o t —01-4 rbt,-R*D� cc C —t -(�-C-- q� 9 7 C.,C-iz-zS 0 5.- Tmqtmdafed 2/9=18 Application Number.................................................... t Section 5—Detail Cost of Proposed Construction ko-06 Square Footage of Project f a o S F Age of Structure t4 o Dig Safe Number 1 # Of Bedrooms.Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method EJ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing Gas ❑ Fire Suppression a ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Waxer Supply Public ❑ Private Sewage Disposal ❑ Municipal ,14 On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway i Debris Disposal Facility. L1 zi ;��r w.ems �. I am using a crane ❑ Yes �1 No ' Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information i Zoning District Proposed Use X-F'S, Lot Area Sq. Ft. 49 -7&3 Total Frontage i So ` Percentage of Lot Coverage . o L/-S #of Dwelling Units (on site) f Setbacks Front Yard Required 3 Proposed q y Rear Yard - Required ' Proposed ZSo Side Yard Required Proposed Z-T 4o Has this property had relief from the Zoning Board in the past? ❑ Yes 1P No Last undated:2/92018 .. ......... ' I J Application Number........................................... Section 9—.Construction Supervisor Name 5 i<VI�14 15"I L ephone Number S o e-L{ 1 -7 -'?)i C.'I— Address fo ',�o� q 6 o City +o —( M- r State iA^ A Zip e/7-43 5 License Number 0 4`169'_� License Type Expiration Date Contractors Email J2w(it-V(0 A1.0 C o n^. Cell# 5a 1�, -',c,(.4-f q Z6 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature ate t0, Section-10 —Home Improvement Contractor Name ST79—J�r sk Telephone Number • So 8 ,4'1 7 -2A` Z- Address To Z s-A 4(p d City ©i L,, i State wi A Zip 6 7_-r j_S � � A Registration Number Expiration Date i cl I zS l g I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your EUC... Signature vv�te, Date 8 ) L/ r g Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date (, Print Name Telephone Number 57 ar6—4-7'1 —t4�Z E-mail permit to: �„�,•c e 1 e,✓ �� . �o,,,,, T.,..t....a..a�.7.mmmniu Section 12 —Department Sign-Offs T Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work please take your plans directly to the fire re department for approval. Section 13—Owner's Authorization I, A t ✓ate as Owner of the-subject property hereby authorize �', v E tit c �H i��, _p� � to act on my behalf, in all matters relative to work authorized by this building permit application for: i (Address of job) Signature of Owner date Print Name i i Last wdaied:7J92018 Office of Consumer Affairs&Business Regulation Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: TYPE,-,Corporation Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Reg st�atfon= Expiration -57'699=--:-'=_4 10/28/2019 Boston,MA 02116 f. STEVEN MCELA-ft4Y Bt11LbERS INC UMN MP E, w`c ss eowooiN�io..::.: .,�, MASHPEE,MA':'- Not valid without signature undersecretary i Cons[ruction'Su�-' pervlsor 1&2 Family 1®� Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Sllr*M$bc 1 &2 Family CSFA-047693 WIres: 09/23/2019 STEVEN P M6ELHEN' P.O.BOX 460% COTUIT MA 0AW Failure to possess a current edition of the Massachusetts �O/SS Tad State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl Commissioner CERTIFICATE OF LIABILITY INSURANCE 01 22019°""'"'' 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 endorsemen s. PRODUCER CONTACT Paychex Insurance Agency Inc PAYCHEX INSURANCE AGENCY,INC. PHONE 877_266 6850 FAX 585 38s 742s 160 SAWGRASS DRIVEAIC ROCHESTER,NY 14620 E-MAIL Certs@paychex.com ADD ESS. INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: NorGUARD Insurance Company 31470 STEVEN MCELHENY BUILDER INC INSURER B: P.O.BOX 460 COTUIT,MA 62635 INSURER C: INSURER D: 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. N TYPE OF INSURANCE DDL BR POLICY NUMBER POLICY EFF POLICY EXP LIMITS TR NSR MIWDD MWDDNYYY) GENERAL LIABILITY EACH OCCURRENCE E COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMIS E =LAIM&MADEE=JDCCUR MED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY O PROJECT=LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ ANY AUTO (Ea accident) ALL OWNED SCHEDULED BNJURY $ AUTOS AUTOS (Pee r persrperson) AUTOS q MaED BODILY INJURY HIRED .$ (Per accident) PROPERTY DAMAGE E (Per accident) $ UMBRELLA UA13 O OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAD&MADE AGGREGATE $ DED RETENTION$ $ WORKERS COYPEItSATION AND X wC STATU- I OTH- ErIPLOYEwLIABILITY STWC016872 01/29/2019 01/29/2020 EL EACH ACCIDENT $ 100,000.00 ANY PROPRIETORIPARTNEWEXECURVE OFFICERIMEMBER EXCLUDED? �y�/NI� EL.DISEASE-EA EMPLOYEE E 100,000.00 ( 'I YIn►" N/A EL DISEASE-POLICY LIMIT $ 500,000.00 If yes,descihe uMer QNS bpi— DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedlde,If more apace Is required) CERTIFICATE HOLDER CANCELLATION Steven McElheny Builder Inc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIIJTY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORED REPRESENTATIVE ACORD 25(2010105) 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/duz Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezib1Y Name(Business/Organization/Individual): C'„'*-JZCO °1^�-ei��,F� V-a -1 QJS Address: `c,fZ d-/— 4tvv City/State/Zip: Cow rT Phone#:, 9y�j �cF'� '►Are you an employer?Check the appropriate bon Type of project(required): 1. I am a emp y to er with .S 4. [] I am a general contractor and I '-"' * have hired the sub-cont-actors6. ❑.New construction employees(full and/or part-time). 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These subcontractors have g. Demolition working for me in any capacity. employees and have workers' 9 0 Building addition [No workers'comp.insurance comp.iasurance,t' 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 MOL 12.❑Roof repairs insurance required.]t c.152,§1(4),and we have no ] employees.[No workers' 13 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. l 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 state vlbrther 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: ('71A e -21- t+� Policy#or Self-ins.Lic.#: 19--w G J t C,'P,-7 7— Expiration Date: 1 -2-t% -X, Job Site Address: L e a-ry, i —r-, City/State/Zip: Co r'�,, 3S 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 tine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct, Signaturg: 4" Date: Phone#: So-Yj -L{.-7 Z - '- Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# LOt hority(circle one): Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. rson• Phone#: Town of Barnstable Building _ Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BARMAMZ Posted Until Final Inspection Has Been Made. Permit 039 �� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2547 Applicant Name: STEVEN P MCELHENY Approvals Date Issued: 08/16/2019 Current Use: Structure Expiration Date: 02 16 2020 Foundation: Z Scrr•s e Zo 15 Permit Type: Building-Addition/Alteration-Residential P / / Location: 136 COTUIT BAY DRIVE,COTUIT Map/Lot: 056_-020_w_� Zoning District: RF Sheathing: Owner on Record: KEALLY,ALEXANDER F&NICOLLE H 1 Contractor Name:' STEVEN MCELHENY BUILDERS INC Framing: 1 Address: 10 MEADOWBROOK ROAD Contractor License: 157699 2 WELLESLEY HILLS, MA 02481 Est. Project Cost: $5,000.00 Chimney: Description: REPLACE FOOTINGS AND POSTS REMOVE EXISTING LALLY COLUMN Permit Fee: $85.00 SUPPORTS AND REPLACE WITH POURED CONCRETE SONOTUBES Insulation: (12")ON 28" BIGFEET 5 SUPPORTS TO BE REMOVED RECONFIGURE Fee Paid; $85.00 Final: STAIRS TO PATIO i Date: 8/16/2019 Project Review Req: 6x6 posts Plumbing/Gas Rough Plumbing: ----- ---�— -- . .� Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after`issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this,permit. Service: Minimum of Five Call Inspections Required for All Construction Work: /f 1.Foundation or Footing . . �,•" Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Telephone: 508/563-6049 COLONY INSULATION INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 . CLOS ED-CELL FOAM INSULATION SPEC SHEET CONTRACTORS e:� y JOB SITE ADDRESS: '��, Cv7`,'! DATE: v. ✓ R-VALU E AREA THICKNESS Ceiling Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes J . y lJ Exterior W all J Garage Hse. W all W alkout W all. Cathedral W all Blockers Overhang Stair/R isers All R-values and thickness measurements are deemed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM 1002 W Main! Richmond,MO 6 P 816.776. Y ® F 6. www.arnthaarnthane A.rnthane .. Spray Foam Insulation Prod c i � o Z..:;a, A!! herma/Guard ThermalGuard Therma/Guai CC2 OC 1 00'._5 & OC.5R Nominal Density: 2.0 lb/ft3. Nominal Density: 1.0 Ib/ft3 Nominal Density. .5 Ib/ff3 CC2 R-value: 7.Olin R-value: 5.24/in OC.5 R-value: 3.8/in Compressive Strength:45 PSI Compressive Strength: 7 PSI OC.5R R-value:4.3/1n • apor Permeability. 0.8) erms 2" Vapor Permeability.` 3.6 Penns @ 5" Compressive Strength: 0.6 PSI Vapor Permeability.` 4.2 Perms @ Product Description Product Description Product Description ThermalGuard CC2.is a semi-rigid,fast set, ThermalGuard OC1 is a soft, fast-set, ThermalGuard. OC.5 & OC.5R are closed-celled, spray polyurethane foam open-celled, 100% . water-blown spray'- low-density,open-celled;100%water-blown (SPF)insulation system designed for use as polyurethane foam (SPF) insulation system polyurethane foam (SPF) insulation sys a high performance thermal insulation, designed for use in residential & commercial designed for use in residential&commercial wall,attic,and roof-deck applications. attic, and roof-deck applications. Both pro( can reduce energy consumption by up to 50% ThermalGuard CC2 is a spray-applied insulate & air-seal the structure in a single system suitable for a variety of insulation ThermalGuard OC1 can reduce energy y y consumption in structures by up to 50% ThermalGuard OC.5R is a bio-renewable prc applications including in-plant, tank & compared to conventional insulation s that exhibits superior fire-resistance properties stems pipeline, residential & Commercial y increased R-value. ThermalGuard OC.5 cal construction, foundation and below.grade �- because it insulates.&air-seals in a single step. optimized for in ►allation in cold erat . tem P down to 15°F. applications where compressive strength or ThermalGuard OC1 is applied as.a liquid and ."impact resistance are desired, expands over 40x in approximately 8 seconds to ThermalGuard OC.5 & 005R are applied fill and seal building.cavities of any shape and liquid and expand.over 100x in approximate ThermalGuard CC2 is applied as a liquid size. It exhibits superior thermal insulation, seconds to fill and seal building cavities of and expand 25x in a approximately 12 air-barrier, and :sound attenuation properties shape or size. They deliver superior thei seconds to form.a smooth, durable surface over conventional insulation materials and has insulation, air-barrier, and sound attenua • perfect for the application of primers or been proven to improve indoor air quality & properties compared to conventional insula comfort. materials and contribute to.a healthy indoor, finish coatings.. )utdoor environment. r rnthane Therm" alGuard CC2 TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional. ThermalGuard CC2 demonstrates NIOSH,and state/local safety applicators,or those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this.product in the when installed according to normal course of their business. The. manufacturer specifications. It is the applicator's responsibility to potential user must perfprm any. comply with all job site safety pertinent tests in order to determine the ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not pre-heat or NIOSH,,and statellocal safety the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off'of the 245fa for any particular use is the blowing agent which will result in poor LIMIATATIONS responsibility of the buyer. yield and poor foam performance. ThermalGuard CC2 should not be left All guarantees and warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Amthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with a minimum of 30 minutes high heat or open flame. warranties expressed by the between passes. It is the applicator's manufacturer. The buyer's sole remedy responsibility to test lift thickness for a ThermalGuard CC2 must be covered as to the material claims will be against particular application prior to with an approved 15-minute thermal the manufacturer of the product. The commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is . the product can be installed safely at the residential or commercial buildings. to be used as a guide and is subject to desired thickness. Installation must comply with all change without notice. The information applicable building codes. herein is believed to be reliable,but SAFETY&ENVIRONMENT unknown risks may be present. Do not install ThermalGuard CC2 at a ThermalGuard CC2 is installed.by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors. It is. and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners within 30 minutes of the previous pass. WARRANTIES OR WARRANTIES verify that the SPF insulation contractor In rare cases doing so may cause OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY and licenses and is properly trained to ARNI'HANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR FORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that-the product Nothing contained herein shall exceeds'minimum building code can be installed safely at the desired constitute a permit or recommendation.. requirements for fire safety. thickness. to practice any invention covered by a patent without a license form the owner ThermalGuard CC2 has low odor during. Please contact your technical sales of the patent. Accordingly,buyer application and produces no toxic representative for recommended assumes all risks whatsoever'as to the vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety Data Sheets provided with all shall be limited to the purchase price of shipments.Additional copies are DISPOSAL&CLEAN UP the materials. Failure to adhere to any available upon request from Amthane recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Arnthane Inc.,and the manufacturer of representative. of without restriction.Excess liquid'A' all liability with respect to the materials and B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner. not limited to:long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or may be disposed of according to local, latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather boots w/covers,full-face air- WARRANTY&DISCLAIMER 0 purifying respiratory(APRwith ® Ainthane appropriate cartridges or fall-face The data presented herein is subject to - supplied-air-respirator(SAR),and other change without notice and is not ® Amthane Inp,�,- 1002 W Main Street Richmond,MO 64085 P 816.776.3015 F 816.776.3215 . www.arnlhane.com /°'-A. thane ThermalGuard CC2 TECHNICAL DATA SHEET PRODUCT NAME PHYSICAL CHARACTERISTICS Pro a Value Test Method ®r►������ Density(nominal): 2.0 lb/ft3 ASTM D-1622 ® R-value: 7/inch . ASTM C-518 , T"rmalGuard CC2 . Compressive Strength: 35 PSI ASTM D1621-94 Tensile Strength: 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION I Dimensional Stability: <4%A ASTM D 21.26 ; Closed Cell Content: 96% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures, Service Temperature: .250 OF(120°C)* exterior foundation or perimeter' insulation,below grade applications, *Service temperatures will vary depending on application. Contact your Arnthane Technical Representativejor i recommendations and limitations. Always test ThermalGuard CC2 for suitability for yourparticular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a . LIQUID PROPERTIES liquid and expands 25x in seconds to fill Property Value Test Method and seal building cavities of any shape Viscosity(A) 200-250 CPS ASTM D-2196 and size. It.exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM.D-2196 i insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 Ibs/gal ASTM D-1475 attenuation properties compared to Weight Per Gallon(B) 9.41bs/gal ASTM D-1475 conventional insulation materials. REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77 OF) structural strength and thermal Rise Time: 12-16 seconds @ 25*C(77 OF): insulation properties in adverse conditions across a wide variety of COMBUSTION PROPERTIES applications. Property Value Tes Method Flame Spread Index: 525 ASTM E-84 MANUF&URER Smoke Development: 5450 ASTM E-84 ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum.Weight(A) 551 Ibs Drum Weight(B) 5001bs Arnthane Inc. Total Set Weight 1051 lbs 1002 West Main Street Storage Temperature Range(STR) 60—80 OF Richmond,MO 64085 %Shelf Life at STR 6 months P.816.776.3015 F.816.776.3215 *Do not allow material4o freeze. Do not pre-heat or recirculate(B)material as it will cause frothing and loss of www.aruthane.com blowing agent. Storage at temperatures above or below S7R may shorten shelf life and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause duringprocessing such as pump cavitation and poormixture of(A)and(B)components. For best processing performance during application(A) CORROSION and(B)drum temperatures should be between 60 F—80 IF ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145°F* wiring;wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105 OF Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set" Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray. applied using approved equipment.Use 'Processing parameters&yields can vary widely depending an substrate temperature,type&condition,ambient 1:1 ratio proportioning system that can temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the quality and characteristics of the foam and adjust equipment temp era lure.&pre,,ryuiv settings as needed to achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure requirements. performance ofthefoam. '•ALWAYS test 7kem.Vl nrd CC2 at desired thickness in a safe manner prior to insulating structure to ensure that it can be safely installed at the desired lift thickness without risk of charring or combustion. It is the exclusive responsibility ofthe applicator to achieve proper lift thicknessfor safe application. Safe li thickness may vary from application to application. PRO FECT XAlv�: ADDRESS: ki C-6 PERNIIT# � ' (P� PERMIT-DAM: l I` LARGE ROLLED PLANS ARE IN: SLOT Data entered iri MAPS program on. i BY: q/wpfiles/formsh cliive..': TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma 65 co Parcel 0 Z Application / p pp Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee t,�7:0 •G� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address t 16 .=P+ Co Tu r" T3 A 7 2 vrgv_ Village C OT-0 Owner A Lir r N ,CaL_F_ It- I-tiy Address to �4Do�tLe-0et r� �` sex.Y Telephone L 1-7 - Zt-1 - 1 5 6 Z ` Permit Request Co til s r-9-1.c-T S H KS 17 ti v C ? 5 0-4 a Ft-e c Z_ 'T;E J 1?o c �-, g n-�',-1 /try � P��t Y h�Z��4 , h k ►�D $rye-. tt t. �S � � b�v►-�e� S� Square feet: 1st floor: existing 0- V proposed 2nd floor: existing ®' proposed 11010 Total new %1 v0 Zoning District Flood Plain o Groundwater Overlay Project Valuation X moo.o o o Construction Type ca4 6D �+4#^--.w- Lot Size 1 .14 Ac. Grandf oed: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 12" Two Family ❑ Multi-Family(# units) Age of Existing Structure S41 =s Historic House: ❑Yes WI To On Old King's Highway: ❑Yes UIo Basement Type: mull ❑ Crawl O4alkout ❑ Other Basement Finished Area (sq.ft.) ! * 00 Basement Unfinished Area (sq.ft) -1 o v Number of Baths: Full: existing '- new I Half: existing O new,. O Number of Bedrooms: 3. existing I new Total Room Count (not including baths): existing L newer First Floor Room Count Heat Type and Fuel: R*lnas ❑ Oil ❑ Electric ❑ Other 3 Central Air: ❑Yes W o Fireplaces: Existing 7- New ® Existing ww. /coal stove: &Yes UNo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size Barn eXisting O ne,6y t 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) Name 9(_94!t4 1...« Telephone Number cP, - 47z - 5962- Address 76 13o x. 4(c o License # 3 Cor t x , c � Home Improvement Contractor# 15-1 Ggq Email Worker's Compensation # S,we, 515061Ct ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO To A re."I E_ SIGNATURE ` DATE l _ ( Y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED }' MAP'%PARCEL NO. r ADDRESS - VILLAGE OWNER F 5 DATE OF INSPECTION: ((7 FOUNDATION FRAME /5 S t; INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL it PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN.NO. `� 77te Com onfaealth of 4assachusetfs Deluartarent of Indusf-hd Accidents Office of 1nVest gannets 600 Mmkirigfort&reet Boston,MA 02111 wmv inass:govldia Workers' Compensation Insarauce Affidavit:Btritders/Contractors/EAectricians/Plumbers /lnnik-ant Infarmaiian Please Print Legibly Name akminee Orpnization/Individaal): S i,J-C w! wIe Z L O It 04-1 I.D U JZ- % w!C. Address-. 7'a 4(ob City/State/Zip- (xrr-x-4 -T- tV O-ZG SS Phone 47 Are you an employer?Check the appropriate box; I T . (required): . ❑ I sett a general I �of Pro�ect 1.�I am a employer with 4 6- ❑New construction employees(fall and/or part-time)* have hired the sub-contractors. 2-❑ I am a sole proprietor or partner- listed on the attached sheet. 7- �deling ship and haze no employees These sub-contractors have g. ❑DetnolitiocL w forme in an capacity. employees and have wosdcers' oriSrng y 1 9_ ❑Building addition sur [No workers' camp_insurance comp_insurance_ regwred-] 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 light of exemption per MGL myself [No workers'comp- 12-M Roof repairs insurance required-]t c_152,§1(4),and we hH%m no employees_[No workmss' 13_.❑Other comp_insurance required./ *Any appUoml that chedcs boa#1 must also fill out the section below showing rhea workers'compen sadGn poEu infarmzdm3- T Sameowners who submit this affidsvi f in catmg they are doing all wod[and then ham outside contractors must submit anew affidavit indim ins such_ Zr_Wttacmrs that check this bat must attached as additional sheet shvKing the name of the sub-caaft3 mrs and state whether or not those eaddes have employees. Ifthe sub-contsactars have employees,they mint provide their workers'comp.po&cY number_ I am an employer That isprmjiding workers'comperumfion insurance for eery employem Helots is the policy and job site informatiOn. Insurance Company-Nam: G W'#j-e t7 t r4 S-n M A tt G 1. (L Mott P Policy#or Self-ins-Lic-i` STO C S 9>O &%9 Expiration Date: t!ZqT t s Job Site Address: 13 L C eg Yk , r- %,ikg tit?fL t y iE City/State/Zip: Co C U 'r — A 0 LL 3 S Attach.a copy of the workers'compensation policy declaration page(shoNving the policy number and expn-ation date). Failure to secure coverage as required under Sectiou 25A of MGL c, 152 can lead to the imposition ofrriminal penalties of a fine up to S1,500.00,and/or one yearimprisotament as well as civil penalties in the farm of a STOP WORK ORDEP and a fine of up to S250.00 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 verrification- I do hereby cer//hfyy under the pains and penalties ofpetjuty thattlre information prcn ided abin a Es hue and correct. Sitarature- ` cam �/u--� Date: t Z(-`t_-t Phone 9: S m-- 4-1-1 _ 99 L z- O,ccial sus only. Der Trot write in this area,fa be completed by city or town official. City or Town:. PermitUcense# Issuing Authority(circle one): L Board of Health 2.Budding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing.Inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Punsuantto 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 IocaI 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 subdi-nsions 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 sitaadon and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cerbincatc-(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no em-ployees 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 afffidavit 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 nu innber listed below. Self-insured companies sh.ould 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 tlne 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 add'ion,an applicant that must submit multiple permit/license applications in any given year,need only submit one a ida.vit 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 tilled 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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice 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 Depaztmezt of Industrial Acei"dmts office of j avestigatiGns 600 Washington Street Boston,Il4A G21 I I TO.#617-W-4904 W 406 or 1-877 I ASSAFE Revised 4-24 07 Fax#617-727-7 749 www.mass-gov/dia CERTIFICATE OF LIABILITY INSURANCE oti282o°°""""' 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 pollcy(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 endorsements. PRODUCER CONTACT paychex Insurance Agency Inc PAYCHEX INSURANCE AGENCY,INC. PHONE 877-266 6850 Fj°'X 585-389 7426 150 SAWGRASS DRIVE ROCHESTER,NY 14620 E-MAIL Certs@paychex.com ADD ESS4 INSURER(S)AFFORDING COVERAGE NAIC III INSURED INSURER A: NorGUARD Insurance Company 31470 STEVEN MCELHENY BUILDER INC INSURER B: P.O.BOX 460 COTUIT,MA 02635 INSURER C: INSURER D: 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 TYPE OF INSURANCE ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS TRt INSR WVD (MM/)DNYYY) MMIDDNYYY) GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREM $ =1CLAIMS-MADE[=)OCCUR MED EXP(Any one person) PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY =PROJECT=LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED SCHEDULED BODILY INJURY $ AUTOS AUTOS (Per person) O NON-0WNED BODILY INJURY HIRED AUTOS �A (Per accident) $ PROPERTY DAMAGE $ (Per accident) UMBRELLA LJAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMSMADE AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION AND X WC STATIY OTH• EMPLOYERS'LIABILITY STWC580819 01/29/2014 01/29/2015 E.L.EACH ACCIDENT $ 100,000.00 ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? � E.L.DISEASE-EA EMPLOYEE $ 100,000.00 (Mandatory In NH) I ' I N/A E.L.DISEASE-POLICY LIMIT $ 500,000.00 II yea,desaibe under I- I T- -T- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION Steven MCElheny Builder Inc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE i ACORD 25(2010105) @1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD iea»vr�za�uvetc�G/a o� iaaac/cu�eGld License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: — •OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation egistration: 157699 Type: '10 Park Plaza-Suite 5170 ,•'ExpirationaTliO/29/20.15 PrivateCorporatir:� Boston,,MA02116 STEVEN MCELHENY BUILDERS INC STEVEN MCELHENY: 56 BOWDOIN RD. 4�1 MASHPEE,MA 02649 Undersecretary Not valid without signature .V Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supcnfisor I & 2 Famil License: CSFA-047693 r:r 1'.1" STEVENP MCELftNy r PO BOX 460 Cotu-it MA 026357 Expiration Commisssiio'nne'r` 09/23/2015 ATYC wide to FYood Construction irk Hgk KrAdAreas: 1I0 azplr KrzdZone Nfassachusetts Checklist for Complialice(790 c-v11z401.2-t.r)f Loadbearfng Wall Connections I - - Lateral(no-of 16d common nabs)_____._...-•-:---------•--(Tables T}------.-----.----__.:_---.---------_- . ?�- Man-Luadbearing Wall Connections - L�eial(no_of 16d common nails)_.__--____._.----[fable B)---•----_--.---.._------.--__-- Z- Load Bearing Wab-bpenings(record largest opening but check all openings for corn pf"rance to Table 9) Header Spans ---- ------- 9).-__:___________-__--. &' ft 1- in.51 i' ✓ Sill Plate Spans ' ._---------:----••-------------............(Table 9) ft 1• in._<11' W Full Height Studs (no.of studs)---._.__-----_----- ...(Table 9).__._...____________...._--- -5 ✓ t on-tmd Bearing Wall Openings (remrd largest opening biA check all openings for compliance to Table 9) Header Spans_._...-•---------.............__•---------•----__---(Table 9)-__._..-----------_-.eft in <_IT ✓ Sig Plate Spans.------------------ ------.eft o in_512" f Full Height Studs(no-of studs).----•-_-----.-__----(Table 9)___-__._____•-----_------------_--__-.- r Exterior Wall Sheathing to Resist Uprdt and Shear Simultaneously4 h4inimum-BiAding Dimension, W Nominal Height of Tagesf OpeningZ .................__._�_ _.-;___..___.__---_-_.-----•-_-!�_�x-S`B` ✓ 5h'eathing Type__------- ----- (note 4) --- -...: -_---��;V-"—R�J�s� ✓ -Edge Nail Spacing-....... (Table 10 ar note.4 rf less)_--_-•----_--_-_ � in. ✓ Feld Nail 5 akin able 1D .._�_�-_-____________-.__-. ,Z i ✓ Shear Connection(no.of 16d common nails)(Table 1D):.__..____:_-_.--_•-_ -------------- Percent Full-Height Sheathing___--_-----------(Table 1D)------ ,..-_----------------- 5%Additional Sheathing for Wail with Opening>S'r(Design Concepts)-_____ ✓ Maximum Building Dimension, L , Nominal Height of Tallest DpeningZ__-................................................................t _<SIB` ✓ Sheathing Type-----_-_------_.__-__._.___.___(note)..._------___--------------------_-_.!� ,. atrJ ./ Edge Nail Spacing....._......__------- -__--_{Table 11 or note 4 if less}_�---•--�__--_ in. Feld Nail Spacing.------.-.. able 11 :------•----------__-..- , itL ✓ Shear COnnecflon(no.of 16d common nails)(Table 11_)__.---__--,_-.-_-_-_..-______-_:___.__.:___.�yr ✓ Percent FulkHeightSheathing__---_--_-_..(Table 11)----------------------------------�'�-�°� ✓ 5%Add-clonal Sheathing fDr Wall wifh'Opening>SIB*(Design Concepts}..-•---------•- - Wall Cladding Rated for Wind SPA?----------- ------ -- --- ----_-- ------__-._ � ' SA ROOFS Roof framing member spans checked?._.__________-_..(For Ravers use AWC Span Tool,see RBRS Websifa) Roof Overhang .---------•----------------------------_-------(Figure 19)------------ , -S ft 5 smaller of 2'or L13 ✓ Truss or Rafter Connections at Loadbearing WAS Proprietary Connectors (Table 12)----- - - -- - ---Lj 4plf ✓ Lateral.......__-___________-____.------(Table 12)._--.__ ----------.-------.-_L= il6pff Shear-------------------------------(Table 12)------------ - -- --- -.S= '11 Off- Mdge Strap Connections,if collar ties not used per page 21_ (Table 13)________.______•--___---T= pff Gable Rake Ouflooker--------------------------------------(Figure 2D)-------------Q ft 5 smaller of Z or 112 ✓ Truss or Rafter CanneC:fjons at Non4-aadbearing Walls Proprietary Connecbrs Upfdt-_---------- ---•---.------_:(Taf�le 14)-_---------�_-____[���T lb. ✓ Lateral(no.of 16d common nails)--(Table 14)............._------------------------_i.=�_Ib. - ✓ Roof Sheathing Type--__-_-�:------.—----------__._(per 7BD.C:MR Chapters 5B an 59)_._•-•__._:: ✓ Roof Sheathing Thickness -in_>_7/16'WSP i Roof Sheathing Fastening------•-------------------•-•-__-.(Table 2)----------------:-------.-_.----..... F. This chexddisf shaft be met in its entirety, excluding fhe specffic exception noted in 2, to comply vAth the requirements of 7B0 WR53D 1.Z?_1.1 Item 1. If the checklist is met in its entirety then the fogowmg metal straps and hold downs arm not required per the WFCM 11D mph Guide_ a. Steel Straps per Figure-5 6. 2b Gage Soaps per Figure 1 i c- Upldl;Straps per Figure 14 d_ .All Straps per Figure 17 e_ Comer Sind Hold Downs per Figure 1 Ba and Figure iBb. Exception:Opening heights of up to 8 fl=shag be permitted when 51A is added to the percent full-height sheathing - requirements sh6m in Tables 1D and 11. The bottom---Ill plate in exterior walls shall be a minimum 2 in.nominal thicliii-M pressure treated#2Made AWC Guide to Wood Corrstrud orr is HVr HT'rtdAreas:d10 kzph ff,-radZoa'e• Massachusetts CheckLigt for COMPjia>;ll.Ce (78D caR-3or-�.r.t)r - CJ1 M..k Comptiamc=. - Wind Speed(3-sec gust)_.______._ _----•-----: _._..___.-._--------------- 1i0 mph Wind_Exposure Category_.__...____ -_ _ - ----------------=---------- B ' ✓. Wind Exposure Category................Engineering Required For Erifire Project____..______.......:-•--•••__..._....................0 12 APPLICABILITY Number of Stories(a roof which exceeds B In 12 slope shall be-considered a story) stories s 2 stories ✓ P.6af Pitch (Fig 2) ------- -- - -= --- 1212 Mean Roof Height-_-__ --- -- - _ - - (Fi9 ft <_'33' ✓ Bulking Width,W _ __-_._..____...............- ----:-(F9 3)--•------- =-- - ----'So ft _<80' ✓ Building Length,L ;____.____.__ _.--•-----_._____..-(Fig 3)—_--------•--_...__----------•---Q�ft s 80' v Building Aspect Ratio( --z- - --- -Fig 4)------------- --- -- t-`3:1 ✓ Nominal Height of Tallest Dpeningz .._.---_..._.----_--_-(Fig 4)-...--------------•----------__-_-•y,_�"<ErBR Vol 12 FRAMING CONNECT1DNS General compliance with framing onnec6ons........- __---•--------------------------_----•-------..__.., 7-1 FOUNDATON : Foundafion Walls meQfing regLArements of 780 CMR 5404-1 COnc:1 ._......._..•............:........•-••--._:...•-•••.•---_-•_-•.._..._...•-----•--•--•-•••-. -= ✓ Concrete Masonry....... ___ - --- -- ---- - -- ----- --=-- 22 ANCHORAGETD FOUNDATIDN1'e 518`Anchor Bottsdmbedded or 5/8"Proprietary Mechanical-Anchors as an-alternative in concrete only EV"•S n•l,- Q Bolt Spacing-general................................ 4} -- - --------•------------- in. Bolt Spacing from end(oint of plate...........�.--------(Fg.5)_____-----_--------------------• in._<6'-12". Bolt Embedment-concrete_____-----••----- __..(Fig 5)_.__._.------------•---:_..____-.. in >7" Botl Embedment-masonry__-------------- - = -- (Fig 5)--•=----=--•--------• - --- in-'-15" P(ate Washer..'---.------------ 5)-------- ----- -- --'-3'x 3`x'/" M • 3.1 FLOORS Floor.raming member spans checked' ----------- (per 780 CMR Chapter SS) Maximum FloorO enin D-imenSlDn_______ - _ P g-. -- (Fg6)-...-----:-------------------------•---_..eft<12' FuO Height Wag Studs at Floor Openings less than Z from Exterior Wall(Fig 6)-------••--•-•- _............. �yg M&xhnum Floor Joist Setbacks Supporting Laadbearing Waits or Shearwail-----------(Fig 7)--------------_-----•--------____- [Aaximum Cantilevered Floor Joists_ . Supporting Loadbeaiing Walls orShearwall....... 8}.__-_ O ft s d FloorBracing at Endwalls--------------------------__--_.__ ..__(Fig 9)_.,_ _- -_..____.___.__._._...-•--••_-- C Floor Sheathing Type ----------•••---------=-----— --(per 780 CMR-CF apter 55)---------- Floor Sheathing Thickness ,.__---•---_--.-;--_-•---:. (per 78d CMR lChaptar 55}:_--- --- ----:-- in- Floor Sheathing Fasfe:ning_....._.....................____....__.�__.(Table 2)-__&_d nails at (o in edge IA—A.—in field 4.i WAfrS Wall Height I-Dadbeadrig walls-'- (Fig 10 and Table 5)------_— _._... '�(.ft 51 D' Non-Loadbear ng.waifs..-___-_:_-----------.(Fig 10 and Table 5)------------------ ft's 20' Wag Stud Spacing _.___-_----._..__.-----------____--(Fig 10 and Table 5)-____:•--_____1�2 in s 24"o r- Wall Sf Ctfsets- ___ --- -- __._.. -- .___.(Figs 7&8)—--- ------- --- 0 ft d ✓ 42 EXTERI OR•WALLS' Wood Studs Loadbearing vralls�.._.__._.-_-__--• (Table , _ _ftin. Non-Laadbearing tra[Ls._- --- - - -.(Table 5)-- .........- --��� --lQ �in. FxY�.3Q, Gable End Wall Bracing i = Full HeighfEndwallSfi-rds.,.-________-.--_•---__...... __.{FgiD)_____.__-_--__-=----____.._. -__.__- ✓ WSP-Af1ic Floor Length___--_--_--------•:__---(Fig 11)------------------------_.__JCL ft LWl3. f 'Gypsum Ceiling Length[rfWSP not used)-. _,_____:_Fig ti).-_--_---_----_---------------_eft?0.9W _ and 2 x 4 Continuous Lateral Brace @ 6 ft o_c.-(Fig 11)____________________.___._•_•___ _----___-- or 1 x 3 ceing finning strips @ 16`spacing min.wife-2 x 4 bloddng @ 4 ft_spacing in end joist or truss bays Doable Top Plafe Spfir_e Length --------:_-_----------•__-•--(Fig 13 and Table 6) _____ ft ✓ SpUc:e ConneGflort (no.of 16d common nails)_-........(Table 6)_- __....--------- 1100 ✓ OFTME T�y Town of Barnstable Regulatory Services x a yBARNSTABEF,�« Richard V.Scali,Director �iOrFO MAC A`0 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 as Owner of the subject property hereby authorize 7-µy ,,t,i-, t--v 2S e NG.to act on my behalf,. in all matters relative to work authorized by this building permit application for. (Address of Job) "'."Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S�nature'of Owner Signature of Applicant Print Name Print Name t Date Q:FORMS:O WNERPERMISSIONPOOI.S Town of Barnstable Regulatory Services 4oFztte rosyy Richard V.Scali,Director ° Building Division BARN rABLF. ' Tom Perry,Building Commissioner nrnss. r� 2.639. ��� 200 Main Street, Hyannis,MA 02601 CEO ' a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number sheet 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. DEFINrrION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of BarnstabI6 Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is regnired shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of-awareness often results in serious problems, pa'r'ficularly 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°Sppervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 C.v ®Boise Cascade Single 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Joist111'1O" FRONT JOIST 811118-- Dry 1 span I No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALL®Design Report 16 OCS Repetitive I Glued&nailed construction Build 3272 File Name: BC Job Name: Description: Designs\11'10" FRONT JOIST Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: I I I I I I I I I I I I I 13-10-00 BO 61 Total Horizontal Product Length=13-10-00 �-- Reaction Summary(Down/Uplift) (Ibs) - Bearing Live Dead Snow Wind 'Rol Live �? BO,4-3/8" 281 /0 112/0 -� B 1, 1-3/4" 272/0 109/0 Live Dead Snow and RodiTive ! OCs Load Summary ,,,j y Tag Description Load Type Ref. Start End 100% 90% 115% 160% 1256/6 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 13-10-00 30 12 ':_ r-ry 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,266 ft-Ibs 29.1% 100% 1 07-00-02 be verified by anyone who would rely on End Shear 339 Ibs 14.1% 100% 1 00-11-10 output as evidence of suitability for Total Load Defl. U583(0.277") 41.2% n/a 1 07-00-02 particular application.Output here based on building code-accepted design Live Load Defl. U816(0.198") 58.8% n/a 2 07-00-02 properties and analysis methods. Max Defl. 0.277" 27.7% n/a 1 07-00-02 Installation of BOISE engineered wood Span/Depth 22.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 4-3/8"x 1-3/4" 393 Ibs n/a 6.9% Unspecified CALC®,BC FRAMER@,AJSTm, B1 Wall/Plate 1-3/4"x 1-3/4" 381 Ibs n/a 16.6% Unspecified ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMTm,SIMPLE FRAMING Vibration Summary SYSTEM®,VERSA-LAM®,VERSA-RIM ry PLUS®,VERSA-RIM®, Subfloor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: 5/8" VERSA-STRAND®,VERSA-STUD®are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Joist\13'10" FRONT JOIST Dry 11 span I No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALL®Design Report 16 OCS Repetitive Glued& nailed construction Build 3272 File Name: BC Job Name: Description: Designs\13'10"FRONT JOIST Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: I I I I I I I I I I I I I I I 13-10-00 BO B1 Total Horizontal Product Length=13-10-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead _ _ Snow — Wind_ Roof Live _ BO,4-3/8" 281 /0 112/0 B 1, 1-3/4" 272/0 109/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. _Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 13-10-00 30 12 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,266 ft-Ibs 29.1% 100% 1 07-00-02 be verified by anyone who would rely on End Shear 339 Ibs 14.1% 100% 1 00-11-10 output as evidence of suitability for Total Load Defl. L/583(0.277") 41.2% n/a 1 07-00-02 particular application.Output here based on building code-accepted design Live Load Defl. L/816(0.198") 58.8% n/a 2 07-00-02 properties and analysis methods. Max Defl. 0.277" 27.7% n/a 1 07-00-02 Installation of BOISE engineered wood Span/Depth 22.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 4-3/8"x 1-3/4" 393 Ibs n/a 6.9% Unspecified CALCO,BC FRAMER@,AJS-, 61 Wall/Plate 1-3/4"x 1-3/4" 381 Ibs n/a 16.6% Unspecified ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAMTM',SIMPLE FRAMING Vibration Summary SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Subfloor:23/32"OSB, Glue+ Nail Gypsum Ceiling: 5/8" VERSA-STRAND),VERSA-STUD@)are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Joist\16' REAR JOIST Dry 1 span I No cantilevers 1 0/12 slope Friday, November 28, 2014 BC CALC®Design Report 16 OCS Repetitive Glued&nailed construction Build 3272 File Name: BC Job Name: Description: Designs\16' REAR JOIST Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: I I I I I I I I I I I I I I I I I I I I 16-00-00 Bo B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 1-3/4" 316/0 126/0 B1,4-3/8" 324/0 130/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 16-00-00 30 12 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,707 ft-Ibs 39.2% 100% 1 07-10-10 be verified by anyone who would rely on End Shear 400 Ibs 16.6% 100% 1 00-09-00 output as evidence of suitability for Total Load Defl. U373(0.503") 64.4% n/a 1 07-10-10 particular application.Output here based on building code-accepted design Live Load Defl. U522(0.359") 92% n/a 2 07-10-10 properties and analysis methods. Max Defl. 0.503" 50.3% n/a 1 07-10-10 Installation of BOISE engineered wood Span/Depth 25.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 1-3/4"x 1-3/4" 442 Ibs n/a 19.2% Unspecified CALC®,BC FRAMER®,AJSTm, B1 Wall/Plate 4-3/8"x 1-3/4" 454 Ibs n/a 7.9% - Unspecified ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAM'"',SIMPLE FRAMING Vibration Summary SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Subfloor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: 5/8" VERSA-STRAND®,VERSA-STUD®are Strapping: None Bracing: None trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 lomblv4-9/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\...B1 CARRYING PART. BEAM Dry 1 span No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALL®Design Report Build 3272 File Name: McElheny_Keally Job Name: Description: Designs\131 CARRYING PART. BEAM Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: I t I I I 11-06 00 BO 131 Total Horizontal Product Length=11-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3" 2,754/0 1,181 /0 131, 3" 2,651 /0 1,125/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%___ 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 11-06-00 30 12 15-00-00 2 Reaction from Desi... Conc. Pt.(Ibs) L 03-03-00 03-03-00 229 125 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,446 ft-Ibs 74.8% 100% 1 05-07-06 End Shear 3,269 Ibs 51.7% 100% 1 01-00-08 Total Load Defl. U286(0.467") 83.9% n/a 1 05-08-12 Live Load Defl. U408(0.327") 88.2% n/a 2 05-08-12 Max Defl. 0.467" 46.7% n/a 1 05-08-12 Span/Depth 14.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3"x 3-1/2" 3,935 Ibs n/a 50% Unspecified 131 Wall/Plate 3"x 3-1/2" 3,775 lbs n/a 47.9% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 *11m&4-4/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1...B1 CARRYING PART. BEAM Dry 1 span No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALCO Design Report Build 3272 File Name: McElheny_Keally Job Name: Description: Designs\B1 CARRYING PART. BEAM Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. 1I Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide i or ask questions,please call I a minimum=2" c= 5-1/2" (800)232-0788 before installation.\n\nBC b minimum=3" d=24" CALC@,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAM'"' SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-STRois VERSA-STUD are ' trademarks off Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Bd9ip e1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1...B2 STAIRWELL HEADER Dry 1 span No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALCO Design Report Build 3272 File Name: McElheny_Keally Job Name: Description: Designs\132 STAIRWELL HEADER Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 16.00-00 BO 61 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3" 230/0 126/0 B1, 3" 62/0 55/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 Reaction from Desi... Conc. Pt. (Ibs) L 03-06-00 03-06-00 292 123 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,159 ft-Ibs 27.7% 100% 1 03-06-00 be verified by anyone who would rely on End Shear 353 Ibs 14.7% 100% 1 00-10-04 output as evidence of suitability for Total Load Defl. U527(0.356") 45.6% n/a 1 07-01-11 particular application.Output here based Live Load Defl. U851 0.22" 42.3% n/a 2 06-11-08 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.356" 35.6% n/a 1 07-01-11 Installation of BOISE engineered wood Span/Depth 25.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 3"x 1-3/4" 356 Ibs n/a 9.1% Unspecified CALCO,BC FRAMER@,AJST"', B1 Wall/Plate 3"x 1-3/4" 117 Ibs n/a 3% Unspecified ALLJOIST@,BC RIM BOARD- BCIO, BOISE GLULAM*"',SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Bosse le 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\...B3 STAIRWELL BEAM Dry 1 span No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALCO Design Report Build 3272 File Name: BC Job Name: Description: Designs\B3 STAIRWELL BEAM Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i 03-00-00 BO 61 Total Horizontal Product Length=03-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow __Wind Roof Live BO, 2" 293/0 123/0 61 293/0 123/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 03-00-00 30 12 06-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 270 ft-Ibs 6.4% 100% 1 01-06-00 be verified by anyone who would rely on End Shear 202 Ibs 8.4% 100% 1 00-09-04 output as evidence of suitability for Total Load Defl. U999(0.003") n/a n/a 1 01-06-00 particular application.Output here based Live Load Defl. U999 0.002" n/a n/a 2 01-06-00 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.003" n/a n/a 1 01-06-00 Installation of BOISE engineered wood Span/Depth 4.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 2"x 1-3/4" 415 Ibs n/a 15.8% Unspecified CALCO,BC FRAMER@,AJS-, B1 Hanger 2"x 1-3/4" 415 lbs n/a 15.8% Hanger ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM@),VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUDO are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1134, 135 lam Dry 1 span No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALCO Design Report Build 3272 File Name: McElheny_Keally Job Name: Description: Designs\B4, B5 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: I os-0o-00 BO 131 Total Horizontal Product Length=06-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3" 720/0 299/0 B1, 3" 720/0 299/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 06-00-00 30 12 08-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,343 ft-Ibs 32.1% 100% 1 03-00-00 be verified by anyone who would rely on End Shear 729 Ibs 30.2% 100% 1 00-10-04 output as evidence of suitability for Total Load Defl. L/999(0.069") n/a n/a 1 03-00-00 particular application.Output here based Live Load Defl. U999 0.049" n/a n/a 2 03-00-00 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.069" n/a n/a 1 03-00-00 Installation of BOISE engineered wood Span/Depth 9.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow Supports or ask questions,please call Bearing pports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 3"x 1-3/4" 1,019 Ibs n/a 25.9% Unspecified CALCO,BC FRAMER@,AJS-, B1 Wall/Plate 3"x 1-3/4" 1,019 Ibs n/a 25.9% Unspecified ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM rm,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. I Page 1 of 1 &Ie-t-W x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1...PORCH OVERHANG HEADER Dry 1 span No cantilevers 1 0/12 slope Friday, November 28,2014 BC CALL®Design Report i Build 3272 File Name: McElheny_Keally Job Name: Description: Designs\PORCH OVERHANG HEADER Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 06-06-00 Bo 61 Total Horizontal Product Length=06-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3" 682/0 285/0 B1, 3" 682/0 285/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 06-06-00 30 12 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,396 ft-Ibs 33.3% 100% 1 03-03-00 be verified by anyone who would rely on End Shear 713 Ibs 29.6% 100% 1 00-10-04 output as evidence of suitability for Total Load Defl. U999(0.085") n/a n/a 1 03-03-00 particular application.Output here based Live Load Defl. U999 0.06" n/a n/a 2 03-03-00 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.085" n/a n/a 1 03-03-00 Installation of BOISE engineered wood Span/Depth 10.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 3"x 1-3/4" 967 Ibs n/a 24.6% Unspecified CALCO,BC FRAMER@,AJSTm, B1 Wall/Plate 3"x 1-3/4" 967 Ibs n/a 24.6% Unspecified ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMT"',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum(L/240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(L/360)Live load deflection criteria. trademarks of Boise Cascade wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 TOWN OF BARNSTABLE Permit No. _20495 2"Mu a Building Iuspector� Cash $600.00 (bldr. ) OCCUPANCY PERMIT Bond _ --- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Irwin F. VonIderstein Address 118 Eastern Ave. ,Lexington, MA — lot #102 136 Cduit Bay Drive, Cotuit 02173 Wiring Inspector / Inspection date �,�` Plumbing Inspector { Inspection date Cx,m Inspector f Inspection date u � Engineering Department 7'/iC��//f ��fz' �----- Inspection date., THIS PERMIT WILL O BE VALID; AND THE BUILDING SHALL NOT BE 'OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. «` f Building Inspector w � A se,ss is map and lot number ... .....Z o....A_ FTNETO 6 .o c / Sewage Permit number . ..�................�............................. �, w SEPTIC SYSTEM MU. Z B>H39TLBLE, i House number .............................. INSTALLED'IN COMPLi E so MA°&1639. �+ WITH ARTICLE II STATE' TOWN OF 11ARXIS-1, c TO BUILDIHG' -o',11AS P E C T 0 R APPLICATION FOR PERMIT TO ...i �„" .......................�.......................................................... TYPE OF CONSTRUCTION ...... . ..g...j ZI�► . . - ' .2larcs.............................. ...................... ....... L. ........... ..............:..........19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information- LLocation o T 1 0 2 Cote%T .B A 2 V E C pT u IT 1•l R s.S •. ocation ............................................................. .......................:................................................................................................ ProposedUse ..........!'�'6 1........... . ....... ........................................................................................................I......................... Zoning District QF .............................Fire District CoTvtT Name of Owner TRw,N. F•..Vo.N..�D4 R TE t N...........Address .. Is...f4 S�Y.W...VC....i?W � .. VA.. . a„O 2173 Al�vaA 1-elkzv3 , PveS Name of Builder ... ..g.T.....l+ .a-�M�.4...°,>i,�,�t....................Address ....RF D....�OX ISM W.it.S.. . 0W%AeV S D���t S , t Name of Architect .............................. ..................................Address .................................................................................... Number of Rooms .....G..........................................................Foundation ... ?et.ut�eQ../�cruCht �................................... S.�nnn� �cs G�i �oa� Exterior .............. ........ ...........�'........... .............................Roofing ... s. �......... ........................................ Floors L ...OYtV...1o ��Se[sV'a�...........................Interior ....S�bw► Gf �tQ�tS*¢!!................................... ............. ..... ................ • �Mt, ka w i-e-V ff Heating ...........................................................Plumbing P¢v lLt�1,iWe_ cbJe_ OI Fireplace ........H C....................................................................Approximate Cost ...... ?d bib ............................................ Definitive Plan Approved by Planning Board _ __G___-----------19 7S_. Area l Q6 S� '� .......................... ... .... y �v ......... Diagram of Lot and Building with Dimen s SUBJECT TO APPROVAL OF BOARD F HE L �,pT loZ 100 17' 14 —�� GARo Z - 2 per Carvtr FRY -RIVE I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. yy Name ....... ..slr.. ............. VonIderstein, Irwin F. 20495 one s ory .................. Permit for ................. .... ......... 0 ✓ single family dwelli .......................................................... . ................. Location ........13.6...Co.t.u.it..Bay..Drive............ Cotuit ............................................................................... Owner Irvin F. VonIderstein .................................................................. Type of Construction .......................frame................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .......August 17 ..........19 78 ....................... . Date of Inspection ..........19 Date Completed .2/,R . .........9 PERMIT REFUSED .............. ......... ...... 19 ............... ........................................ ......................................................................... ......................................................... a,. ..................................................... Zd ............................ ........... 19 ................................................. .............. ............................................................................... t� y Assessor's map and lot number _ P Sewage Permit number ..7:%...... `t ...................................... DAUSTODLE. i Housenumber ......................................................................... q00 39 e� ��YP�Or TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...... .......... ......................................................................... TYPE OF CONSTRUCTION ' .. ..................` ` ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......................................:......................................................................................................................................... ........ ProposedUse ............................:................................................................................................................................................ Zoning District ..................................................Fire District ' ..' ....................:. ........... ................................................................. Name of Owner ..........................'.... .................. .....................Address .. ................:...`........`......`........... ................................ Name of Builder . ......................Address �� ' , ! �' :.............. ............................... .................. .................................. Nameof Architect ..:......................Address........................................:.. .................................................................................... Number of Rooms Foundation r� /d . , a` .................................................................. ...:..:....................................................................... Exterior ` ...Roofing r " l t'r , V,: t ..............................:.................................................. ........ ..................... ............................................. Floors .Interior '`•' ..'c r r +` Heating ..................................................................................Plumbing .............................. ...! ...........I................................. i , , ..Lt Fireplace ..................................................................................Approximate Cost .............................................................0...... Definitive Plan Approved by Planning Board ____._ ___ � ___________19_�-___. Area ................' T ........ f T Diagram of Lot and Building with Dimensions ............:.36--"" > � ._........ SUBJECT TO APPROVAL OF BOARD,OF HEALTH i 3 . I_ a _.IZT r )11 OL I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. .. `Jt'.......................: ..:...ie.✓/�-.................... � `^ VooIderotaiu, Irwiu F. A--i58~2 � � ~ Y ^ 20495 one otory No --,--- Permit for -------"----. single family dwelling ......................................................'........................ � ' 136 Co . t ' ' Location -------���—.�.��..������---- , , ' Cotuit � . --------------------------. / ' �rwio F. VouIderoteiu Owner ---------------------- Type of Construction --�a� ------------ / � } � � Plot ' � - / / ' Permit Granted .......A8guot_I?____.lV 78 Date of Inspection ------------lp Date Completed ------------'lg � ( | PERMIT REFUSED � ---- 9 | � ---- '»:« /�.f.—'' ; � / ----'' ( ~-� - � ------------------- —~---- . ' / ~`-------------^''---^—^----- '� ! ! —'------'--`---''—'—'--^-----'~— Approved ................................................ lQ ` � | ________________,,,________.. � � ' | ------------------^--~..---,^ � . . 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Dept, i /Soho - Approved by:Permit C c �- E�. esi �iG L/ y ` I iTT� B 3 kiZFl�..l rA Dd r I JCn S�3 $2 z kfhuy 7o;cc.HlL�}.i.losc�T�. .E,c. Cp�LD• - - - CiMWWi NUIi� 1. r az . • _� � i • � -ITN '� � � - . M „ I ' .. I ^ .. .. L 1 e c IX r '