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HomeMy WebLinkAbout0319 ARROWHEAD DRIVE - - - -- - _----- J----� .� Town of BarnstableBuildingPo�.sttreT':hosdPWhe,re iUsnCta�Ir.dFi°nSaol TInhsapt=eitc tis,io.Vni�s`H�it baz+�ls'er B Fereonm M thaed-eS tree"t .A& p,�p f,g r oved iPlans Must�b`�e Retained onrJobr�'a.'*n d;t-_h,ri"s/C'a"�rd_ M�zu,st,b eE Permit Permit No. B-16-3548 Applicant.Name: ted fitzgerald Approvals Date Issued: 12/07/2016 ' Current Use: Structure Permit Type: Building-Sheet Metal--Residential Expiration Date: 06/07/2017 Foundation: Location: 319 ARROWHEAD DRIVE,HYANNIS Map/Lot: 270-065 Zoning District: RB Sheathing: Owner on Record: ALVARENGA, FABIANA �, ' Contractor Name: Theodore H Fitzgerald Framing: 1 Address: 319 ARROWHEAD DRIVE Contractor License •.14049 2 HYANNIS, MA 02601 c, Est Protect Cost- $6,000.00 Chimney: ,• Description: . install new gas fired heating system in new addition Permit Free: $85.00 insulation: Project Review Req: install new gas fired heating system in new addition' Fee Paitl" $85.00 Date 12/7/2016 Final: Al xl Plumbing/Gas Rough Plumbing: tiX Building Official Final Plumbing: ;This permit shall be deemed abandoned and invalid unless the work authonzed y this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applicati6rohdAheiapproved construction documentsfor which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning'by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical i The Certificate of Occupancy will not be issued until all applicable signatures by the Buildin isxpermit. Service: Minimum of five Call Inspections Required for All Construction Work \ 1.Foundation or Footing za = �� - - 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: OPPersons 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 GI-0 Town' of Barnstable �` � RECEIPT gAgNgTAgLE, KAM 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: B-16-3548 Date,Recieved; 12/2/2016. Job Location: 319 ARROWHEAD DRIVE,HYANNIS Permit For: Building-Sheet Metal-Residential" Oa-L Contractor's Name: Theodore H Fitzgerald State Lic. No: 14049 Address: 43 THORNBERRY CIR, MASHPEE, MA Applicant Phone: (508) 566-0295 026493342 (Home)Owner's Name: ALVARENGA,FABIANA Phone:- (508)566-02.95 (Home)Owner's Address: 319 ARROWHEAD DRIVE, HYANNIS,MA 02601 Work Description: install new gas fired heating system in new addition. Total Value Of Work To Be Performed: $6,000.00 ' Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to.make this application. .I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: ted fitzgerald 12/2/2016 (508)566-0295 Applicant Date. Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $6,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 1 12/2/2016 $85.00 oac-}Door-mac- Credit Card 4388 ....._.. ..... _._.. .. -. Total Permit.Fee Paid: $85.00 ZZ. K � � - i`` * k; } THISISNO ` PEfRMIT ' p i u �� F® R T E ® MEMBER REPORT Level,Floor:Flush Beam PASSED 3 plece(s) 13/4" x 9 1/2" 2.OE Microllam0 LVL Overall Length:12'9" + + 0 0 12' a - a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. 0 besl n Results Actual Location„�,`-' -Allowed, R"tW 7 _ LDF�.Load Combination(Patte44fttM System:Floor Member Reaction(Ibs) 4990 @ 2" 7809(3.50') Passed(64%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4130 @ 1'1" 10898 Passed(38%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 14876 @ 6'3 1/2" 20312 Passed(73%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.329 @ 6'3 1/2" 0.408 Passed(L/447) — 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.570 @ 6'3 1/2" 1 0.613 1 Passed(L/258) 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). Bracing(W):All compression edges(top and bottom)must be braced at 12'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. 1&h w Bearing Length x ptloads to SupooftQbs)u V `Su r Fi00!•r !+ 14 1 PP Totals Avail able r,Regmred ,� Deady .LiveSnow ° Total Acaessories4 1-Stud wall-SPF 3.50" 3.50" 2.24" 2111 2139 1699 5949 Blocking 2-Stud wall-SPF 5.50" 5.50" 2.30" 2167 2196 1744 6107 Blocking SUI1L DUVG D H r. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. i T rbutary Dead Flaar Live . DEC ao�� Loads Location(srde) :Width (0 90) (1 OOj �(% s)`�, c marts:, .,. 91 0-Sell Weight(PLF) 0 to 12'9" N/A 14.5 W�! t—r� 1-Uniform(PSF) 0 to 12'9"(Front) 8' 12.0 40.0 AreasResid al-Lmng TOWN y of L3��fi��TA Areas j1t f Dt 2-Uniform(PLF) 0 to 12'9"(Front) N/A 80.0 V t. 3-Uniform(PSF) 0 to 12'9"(Front) 8' 15.0 - 30.0 *` 4-Uniform(PL17 0 to 12'9"(Front) N/A 10.0 20.0 - 5-Uniform(PSF) 0 to ITT(Front) 1' 15.0 - 30.0 Weyerhaeuser Notes:° SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. "Yid Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details' (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx, The product application,input design loads,dimensions and support information have been provided by Forte Software Operator �t q A-R-4 -O w A-1�) R tic CCU LAM S Forte Software operator Joti Notes 12/12/2016 3:32:19 PM Jeremy krauss ALVARAGA Forte v5.1,Design Engine:V6.5.1.1 fa mouth lumber 317 ARROWHEAD RD (508)548-3227 HYANNIS,MA r jeremyk@falmoulhlumber.com Page 1 O1 1 O MD FOUNDATOON" SYSTEM Code Compliance Information . for Diamond Pier® Foundations in the State of Minnesota This document was produced in September'2013. Codes are constantly changing, 3 however,so please check with your local building code official for any amendments or revisions that may apply. Pin Foundations, Inc. Gig Harbor, Washington Phone 866-255-9478/Fax 253-858-8607 ,a www:pinfoundations:corn or www-.diamondPier-.com of construction shall be approved where the,building official finds that the proposed design is satisfactory and complies with the intent of the code, and that the material, method, or work offered is, for the purpose intended, at least the equivalent of that prescribed in the code in quality, strength, effectiveness, fire resistance, durability, and safety. The details of any action granting approval of an alternate shall be recorded and entered in the files of the Department of Building Safety. The prescriptive code governing traditional concrete pier footings for decks is describe_d in paragraph R403.1.4.1. R403.1.4.1 Frost protection..Except where othcMice protected from frost, foundatiori walls M FROST DEPTH piers:and other pi�mwnent supports of buildings and structures shall be protected xasacr=ve,.7..MA from frost by one or more of the following - methods; 1. Extended below the frost 'line ; specified in Table R301:201 . i + ' ., 2. Constructing in accordance with Section 11403 , 3. Constructing in accordance with ASCf 5 a Aea le.t.wH -. t F 57eet.0incMp 1 4. fretted on solid rack:or r BELOW �.eet.6nxhtl S. Constructing in uccorduncc with chapter1303. _ Fxeeptioa: Mcks not supported by n - dwelling need not. be 'provided with Lj I w+ r�- footings that extend below the frost line. 4 The intent of the 2007 Minnesota State Building Code R403.1.4.1 is to: Ensure that concrete pier footings provide adequate bearing to support the total load of the project and"protect the structure from the negative effects of frost heave." The Model DP-60 Diamond Pier system with 60" pins meets this intent for the uses defined In ESR-1886,paragraph 2.0,residential decks,covered decks,stairways,and walkways. , Submittal Evidence The Diamond Pier DP-50,foundation has proven to provide sufficient bearing and frost heave resistance in Minnesota. The testing and performance evidence shows that the Diamond Pier product provides adequate bearing support for the total load of the project, and that the structure is protected from the negative effects of frost heave at least as well as, or better than,the equivalent traditional concrete pier footino prescribed by the 2007 Minnesota State Building Code. Load Bearing Testing ESR-1895, paragraph 4.1, provides evidence of bearing capacity using DP-50 foundations with 36" pins equal to a 1.8-square-foot bearing area in 1500 psf minimum soils. (This is 2700 lb capacity in 1500 psf soils.) Professional Services Industries (PSI) of Portland, Oregon,, accredited by International Accreditation Service, Inc. (IAS), conducted load testing services on April 18, 2006, in accordance with ASTM D1143. See the full engineering report posted 'on PFI's website www.diamondpier.com-. �. r • Uplift and Lateral Load Testing Earth Engineers, Inc. (EEI) of Vancouver, Washington, conducted a number of tasks related to assisting PFI in evaluating the load carrying capacity of different configurations of cross pin groups in a 1500 psf soil stratum. These tasks were completed by the same engineer that conducted the PSI tests,Troy Hull, P.E. of EEI (see EEI Report No.07-020-8 available on PFI's website). - Load Bearing Capacity Comparison usrare=5.0aia5s;6;s1o,s32;7.326,003 Bearing in 2000 psf Sands '3600# 3600# I 3600#` 5150#, 5850# Beringin 1500 psi Sifts/Clays 7 4400# Equivalent Bearing Area in SF P 1.8 1.8 1.8' 2.58 2.93 Base Area.Comparrsor �518"Cylinder 18"_Cylmder ?; 18"Cylinder 21-''zCylinel ,*23"Cylinder Uplift 670 920 �i. 1175: i215 ' 1380 Lateral` z 575 820 ! 1070 1150 1310 Frost Zone Rating T ,36 42 ;L 48 48° 60'` !} Load Chart to be used for Normal Construction Conditions Only.See Manufacturer's Installation Manual for definitions and additional chart notes.op-5o capacities used in conjunction with ESR-1895 per blue bordered boxabove shall be limitedly residential decks,covered decks,stairs and-walkways.- Uplift Comparison A Diamond Pier foundation provides 2.5 times the uplift value over a traditional concrete pier footing _ used in Minnesota, and a Diamond Pier system resists the alignmentfjacking actions typically seen with a concrete pier footing. • A 12" diameter x 48" deep concrete cylinder footing provides an,uplift.resistance of 465 lb (dead load calculation). • The Diamond Pier DP-50 foundation with 50"pins provides an uplift resistance of 1175 lb. Field Testing/Performance PFI also provides evidence of equivalency for frost heave resistance by providing equal or better uplift resistance and 20 years of independently documented field performance. These documents are available on PFI's website. • 2005 National Performance Affidavits: A series of testimonials and engineers' opinion letters attesting to the performance of the system in a wide variety of climates and conditions. • 2010 Frost PerformanceWeport: A Minnesota engineer's certified report of a series of monitored local deck installations,' including a review from Colorado Code Consulting, Colorado Code . Consulting provides educational seminars for building and residential code, including specific courses addressing the review of alternate building products. Colorado Code Consulting states: "In accordance with the Minnesota Building Code (MBC) Minnesota Rules Section 1300.0110, Subpart 13 Alternate Methods, it is my professional opinion that this report demonstrates that Diamond Pier DP-50 foundations have .been proven to protect attached, permanent secondary structures(such'as decks and stairs) from frost heave. Therefore, the piers comply with the intent of the Minnesota Code Section 1309.0403 and its amended IRC section R403.1.4.1 for footing frost protection. The intent of these provisions is to.ensure footings and the permanent structures they support to be protected from the negative effects of frost heave. Diamond Pier foundation's track record proves that,it provides for the IRC's full frost protection intent. , - Tom Meyers,Colorado Code Consulting • 2013 Nebraska State Engineer's Letter: Review and evaluation of 2010 Frost Performance Report by a professional structural engineer for the state of Nebraska. "I have reviewed the DP-50 Diamond Pier Frost Performance Report, consisting of the preface, a letter from Thomas Meyers, CBO and a report by Steven A Schmidt, PE. Additionally, I have reviewed /CC-ES Evaluation Report, ESR- 1895. These documents adequately certify that the DP-50 Diamond Piers perform acceptably for detached or attached deck structures subjected to frost heave conditions." Paul C. Gilham, P.E.S.E. • 2011 Observational Report: A direct side-by-side comparison of the Diamond Pier foundation system to a conventional concrete footing. Additional Documentation AC336, ICC-ES Acceptance Criteria for Precast Concrete Pier Foundation Assemblies. Conclusion The evidence submitted and described in this document clearly demonstrates equal or better perfor- mance of the Diamond Pier foundation system as specified in R403.1.4.1 of the 2007 Minnesota State Building Code, section 1300.0110, subpart 13, Alternative materials, design, and methods of construction and equipment. There are over 10,000 DP-50 Diamond Pier foundation systems in the ground in very severe frost heave zones in central and northern Minnesota. Upon request, PFI can supply information for dozens of sites and subdevelopments where traditional concrete piers accepted by Minnesota State Code have failed to adequately resist frost heave. Diamond Pier systems provided as an alternative have resisted frost heave at these sites since 2007. Pin Foundations, Inc., does not advocate a blanket approval of the Diamond Pier product by any building code official. PFI is dependent on the review process to ensure that the Diamond Pier product is used in accordance with the application for which it is intended—in normal construction conditions—and within the limits of the system. This process protects the homeowner, the builder, and PFI as the manufacturer. The Diamond Pier product should not be used until the local code official approves its use as submitted in the permit application. Conversely, PFI does not agree with a blanket denial of the Diamond Pier product by any building code official without proper project-specific review. A proper project-specific review defines for the builder or applicant any special project-specific conditions that may exist, and provides an explanation of whether the intent of the code has or has not been met. In the event that the code official denies the use of the Diamond Pier product as an alternate method,the building code official shall document the reason for the denial per section 1300.0120, subpart 8, and provide a written copy to the permit applicant. The building code official may deny the use of the Diamond Pier system if the intent of the code has not been met or if the project is not installed in accordance with the instructions in PFI's Installation Manual or in accordance with ESR-1895, but in all cases,a proper project review must be done without prejudice. Code Compliance Information for Diamond Piero Foundations in the State of Minnesota Procedure The procedure when seeking code approval for any project involves the submittal of a code-compliant design to the local building code official, along with the building permit application. The project then goes through a plan review. If the building official finds the project meets the intent of the code,then the project will be approved and the building permit issued. This is true regardless of how common a design might be; even a traditional concrete pier footing typically accepted by a code official as prescribed in R403.1.4.1 must be reviewed to ensure that site-specific conditions and the application meet the intent of = the code. There may be cases where the prescriptive code is not satisfactory and additional means and measures are required. There is no product, design, or method of construction that is approved until a building official stamps the project as approved. For Diamond Pier foundations, the procedure is to submit the Diamond Pier product as an alternate method with the application for the building permit. This is accomplished by attaching a detail of the Diamond Pier product in the project drawings, along with the layout and spacing of the piers, and including the product load chart. Also, it is important to include copies of ICC-ES Evaluation Report No. ESR-1895 and frost performance documents (these documents are available on the manufacturer's website www-.diamondpier-.com). , Submittal Each project submittal using the Diamond Pier foundations must be reviewed by the local building code official to ensure that site-specific conditions and product applications meet the requirements of ESR- 1895. Note that paragraph 5.1 of ESR-1895 states, in part, that the Diamond Pier foundation assemblies must be installed in accordance with the full instructions given in the Installation Manual published by the manufacturer, Pin Foundations, Inc. (PFI). During the review process, the building official considers the scope of the project, the project structure, ' soils information, and site conditions to ensure that the Diamond Pier product is being installed in accordance with its published capacities and that the published capacities and evidence of system performance submitted comply with the intent of the 2007 Minnesota State Building Code. Once the building official determines that the proposed design is satisfactory and complies with the intent of the code,the use of the Diamond Pier product shall be approved.' Code Compliance Information The Diamond Pier Foundation System is IRC,code compliant,'and it also complies with the 2007 Minnesota State Building Code as amended when used in accordance with ESR-1895 and PFI's published Installation Manual. The path to approval is via section 1300.0110, subpart 13: Alternative materials, design,.and methods of construction and equipment: 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL. ` Subpart 1. General. The building official shall enforce the code. The building official may render interpretations of the code and adopt policies and procedures in order to clarify its application. The interpretations, policies, and procedures shall be in conformance with the intent and purpose of the code. The policies and procedures shall..not have the effect of waiving requirements specifically provided for in the code. Subpart 13. Alternative materials, design, and methods of construction and equipment. The code is not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by the code, pro- vided that any alternative has been approved. An alternative material, design, or method 'TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' ti Application # � Health Division Date Issued ? / Conservation Division `�' V_1_ Application Fee Planning Dept. - Permit Fee" CL U ate Definitive Plan Approved by Planning Board Of z ..D Historic - OKH _ Preservation/HyanniM ML 3 tFa. ��'^+ArZL- S Project Street Address -3 &/ a K'Ve 10 Village L4 4-41 w Owner � )&h- AL yAki5jty CA Address Aar_vu OfAn /(,0P Telephone 1 y � �g7 Permit Request CAP a J&U ® a) UY'i SlyL7 Alval I1►� �s'� �y�t-e �o ���J (X)l T 2d �c r c� LJUfra,e �o n cil- fiJ�.- OL"'s P&cm,n e� �J tmo L ►pl,�Ce i�s�l� �k IGn•eTLgXc Square feet: 1 st floor: existing proposed 3 L 2nd floor: .existing proposed _KZTotal new Zoning District Flood Plain WrJ I*Z roundwater Overlay A/0 Project Valuation 06 0 Construction Type Lot Size _Y0 Grandfathered: �44s ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family nits) Age of Existing Structure ) 63 Historic House: ❑Yes [�On Old Kin 's Highway:g g g g ay ❑Yes &No Basement Type: Q Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 6 Basement Unfinished Area (sq.ft) n 6 Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: _ 2 existing 0 new Total Room Count (not inclluding baths): existing newt First Floor Room Count Heat Type and Fuel: &ncZo ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ® Fireplaces: Existing_LNew Existing wood/c I stove: Yes ❑ No �V Detached garage: existing ❑inew size—Pool: ❑ existi ew size _ Barn: 7existing ❑ new size_ Attached gara&.&existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of AppealZo orization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review # Current Use O eA Proposed Use �1' IDW3� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name W Telephone Number 'N 0 �� c —e � x Address -y dh�H 1.) License# Q �InIA-4S Home Improvement Contractor# Worker's Compensation #Wr__5 mO G))0IGI 2416 A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_A—� G 0 — Wt SIGNATURE DATE V13 Ls: 6 } FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED MAP/PARCEL NO. 'ADDRESS "Z VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r FRAME LY Qo�2�UDle a�7�16 o 4 1 C INSULATION ➢ § FIREPLACEAli ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING l?.1/S11 DATEtCL0SED OUT ASSOCIATION PLAN NO. r v AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections 2 Lateral(no.of 16d common nails).........................:......(Tables 7)..................................I.................. Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9)..................................eft D in. <_11' Sill Plate Spans .........................................................(Table 9).................................. "Cft_f) in.5 11' Full Height Studs (no.of studs)....................................(Table 9)........................................2.Ct**.JQ e-. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) e Header Spans...........................................................:.(Table 9)..................................eft 6 in.5 12' Sill Plate Spans............................................................(Table 9).................................�ft Tin.5 12" Full Height Studs(no.of studs)....................................(Table 9)......................................� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..................................................................... .....4: SS�s 6,8" Sheathing Type..............................................(note 4)................. ���'.' 476 f�p' ..... . .. ............... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................:.(Table 10)................................................ in. Shear Connection(no.of 16d common nails)(Table 10)...........................................:...........3L/_F(�Percent Full-Height Sheathing.......................(Table 10).................................................... % 5%Additional Sheathing for Wall with Opening>68"(Design Concepts).................... _1VJA Maximum Building Dimension, L Nominal Height of Tallest Opening2....... ................................................. ............ /4.:E5 6'8" SheathingType..............................................(note 4).............................................I Y�(1,( Wr Edge Nail Spacing.........................................(Table 11 or note 4.if less)...................... Field Nail Spacing ................. able 11 ...................................I............±in. Shear Connection(no.of 16d common nails)(Table 11)...................................................:. — Percent Full-Height Sheathing.......................(Table 11) .....,.................................I.........ay/. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding l Ratedfor Wind Speed?.............................................................. ............................................................... j l 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...............................................:...(Figure 19)............. .� ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pif Lateral..............................................(Table 12)........... ...............................L=-i2¢plf Shear...............................................(Table 12)............................................S= `1 pif Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=--WpIf Gable Rake Outlooker......................................... (Figure 20).............0 ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ......A�.zj Roof Sheathing Thickness.........:................................. .............................................(4—in.z 7/16"W P / Roof SheathingFastening !/ 9............................................(Table2)........................�:.��..a,..,�a.G_Cd. Notes: Y`� 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. (wuj� � 094 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.f)l Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................110 mph WindExposure Category................................................................... .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2---stories 5 2 stories V RoofPitch ...........................................................................(Fig 2) ..........................................�.5 12:12 MeanRoof Height...............................................................(Fig 2)..................................................ft s 33' - —/ BuildingWidth,W ...............................................................(Fig 3).............................................,�.� ft s BY V Building Length, L...............................................................(Fig 3)................................................:�ft s 80' _ Building Aspect Ratio(LMn ................................................(Fig 4)................................................ f,Z 5 3:1 Nominal Height of Tallest Openingz....................................(Fig 4)...............................................' -F<618" 1.3 FRAMING CONNECTIONS / General compliance with framing connections....................(Table 2)............................................................,.. I/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.........................................................:.......... .................................................I............. 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... -3i in. Bolt Spacing from end/joint of plate .............................(Fig 5)....................................-Z in..5.6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................�Vn.a 7" Bolt Embedment-masonry.........................................(Fig 5)........................................... in.a 15„ PlateWasher................................................................(Fig 5)..............................................z 3"x 3"x'/<" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... •�� Maximum Floor Opening Dimension...................................(Fig 6).................................................I ft 5 12' �✓ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall............. (Fig 7 ...:........... y pp 9 9 ( 9 ) Qft sd Maximum Cantilevered Floor Joists / Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................._Oft <_d ........................ Floor Bracing at Endwalls..........:.........................................(Fig 9) Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).....................•f2� Floor Sheathing Thickness .................................................(per 780 CMR hapter 55).....................W in. � Floor Sheathing Fastening..................................................(Table 2).. d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................7 ft <_ 10, Non-Loadbearing walls.................................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ............................................(Fig 10 and Table 5).................. in. 5 24"o.c. Wall Story Offsets .........................................................(Figs 7&8)..................................... ..... 6 ft s d . 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - ft in. Non-Loadbearing walls................................................ (Table 5)..............................2x - ft_?:in. Gable End Wall Bracing' / Full Height Endwall Studs............................................(Fig 10)................................................................. v • � �� .. - i nut� _r o..gfh —�••�•-r�31�' �� Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............................................Z&ft>_0.9W V". and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ..........................................................(Fig 13 and Table 6) ft.................................... Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist - and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment' -WHEN THIS EDGE FWM ON FRAMING USE Sd NAGA ATG'6.Q 11 11 1 a 11 11 1 V IJ 1 11 11 11 11 11 1 t 7 1/ 11 1 N M 11 11 1 11 11 i 11 Il 1 11 /1 N I 1 O ro 1 p� 11 of g 1 u 11 11 I OQ .a Ir 1 i n 11 1 11 11 / .. it � 1 1 // 1 r IIUtt311 1 O. I J u 11 1 p n al p i la r 11 ea al r1 uu _al 11 111 1 1 ...-.-.-Jl.� -Ili.-.--•�- `ate II COUF)6EACsE MAILSPACING I i PANEL See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment , 1 t AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7go CMR 5301.2.1.1)i 1 1 i N 1 1 1 1 1 , 1 1 1 11 Ij 1 � I d aV4 �1 I1 1 � [Q FRAMING MEMBERS k � 1 Z 1 1 i , 1 STAGGEFeD PANEL WM PATTERN � PANEL EDGE DOUMENAILEMEspACWGWTAL Detail Vertical and Horizontal Nailing for Panel Attachment Client#:38438 2CENTRALCA ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 05/16/2016 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 NCONTACT AME: Dowling 8 O'Neil Insurance Ag a0 E,,t:508 775-1620 a/c No): 5087781218 973 lyannough Rd,PO Box 1990 nILDDR Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC 9 508 775-1620 INSURER A:National Grange Mutual Insuranc INSURED INSURER B:Associated Employers Insurance Central Cape Construction Company,Inc. INSURER C 820 Main Street Cotuit,MA 02635 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 CONTRACTOR 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 LTR TYPE OF INSURANCE ADDLSUB POLICY EFF POLICY EXP NSR WVD POLICY NUMBER MMIDDNYYY) (MWDDIYYM LIMITS A GENERAL LIABILITY MP19764Q 1/14/2015 11/141201f EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMICSES EaEo"«TEr°nce $500,000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $2,000,000 POLICY jE O- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LU1B CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WCC50050091992016A 5/14/2016 05/14/201 X WC STATU- OTH- ANY PROPRIETOR/PARTNERIEXECUTIVE Y 1 N OFFICER/MEMBER EXCLUDED? a N/A E.L.EACH ACCIDENT $5OOOOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESC DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) **Workers Comp Information** Voluntary Compensation Proprietors/Partners/Executive Officers/Members.Excluded: Steve Devlin,Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Mashpee Commons LP SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1530 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S169738/M169737 LS1 The Commonwealth of MassachusettsPrnt Form Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dig Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): C`ate , Address: Ili ) W) City/State/Zip: O'TJi r 0'2-63 Phone#: ? 6— �a A�A= employer? Check the appropriate box: T31)e of project(required): 4. I am a general contractor and I 1. employer with 6 ❑ 6. ❑New construction employees(full and/or part-time).*, have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. []Remod � g ship and have no employees These sub-contractors hat-e g. ❑D olition working for me in an capacity. employees and have workers v dition,S S p 9. uildin�ad [No workers'comp.insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.ElElectrical repairs or additions ❑ officers have exercised their 11. Plumbing repairs or additions �. I am a homeowner doing all work right of exemption.per MGL myself. [No��-orkers comp. 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 1-❑ Other comp. insurance requirred.] °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. tContiactors that check ibis 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. 1 am an employer that is providing workers'colvensaegoiE iiisdErancefor rV- ,mynhiyea. Below the;Olt.",!at djob si.¢e infor"Tatiom Insurance Company Name: S.� C tq/ficolL `4 Policy#or Self-ins.Lic. #: LAJ CC SZ)i) 0 VICI2131 Expiration Date: b Gl Oui City/State/Zip: 6�-)`1�J'�'0 4 �s OZ 6 Job Site Address: j 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 hereby I under the a t:d anialfies o er et , ortnation provided above is true and correct. Si ature: - - — - - - --- - ---- --- ----- -- -- - _ - Date:------ — 2—� � Phone#.. U6. 1 66 C Official use only. Do not rite in this area,to be completed by city or town official Citv 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#:' 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),addresses)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 city or town may be provided to the applicant as proof that a valid affidavit is on file for fixture permits or licenses. Anew 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 1 Congress Street, Suite.100 Boston, MA 02114-2017 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 7-2010 Fax 4 617-727-7749 www.mass.gov/dia nn // qalj 41 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston,Massachusetts 02 116 Home Improvement Ctp^ actor Registration Registration: 131841 _ Type: Private Corporation Expiration: 9126/2018 Tr# 419291 CENTRAL CAPE CONSTRUCTIONC =tt STEPHEN DEVLIN �- y 820 MAIN ST. , ,/ g COTU IT, MA 02635 Update Address and return card.Mark reason for change. Address [j Renewal ❑ Employment Lost Card SCA 1 G a)M-05h1 Office of Consumer Affairs&Business Regulation License or registration valid for individual use only WRIF, HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:T Office of Consumer Affairs and Business Regulation Registration.. 131841 YPe' 10 Park Plaza-Suite 5170 --;9/26/2018 Private Co orationEx iation. rP� p Boston,MA 02116 CENTRAL CAPE CONSTRUCTIONCO.INC. STEPHEN DEVLIid'�� , i` 820 MAIN ST COTUIT,MA 02635 ~` Undersecretary Not VMrd jKout signature Massachusetts Department of Public Safety Board of Building Regulations and Standards - License: CS-047993 Construction Supervisor STEPHEN J DEVLIN ` - - - 820 MAIN STREET COTUIT MA 02636 th.— Expiration: Commissioner 02/0412018 Town of Barnstable Regulatory Services �$ Richard V.Scali,Director ,u�• Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using_A Builder F I ,as Owner of the subject property hereby authorize wi t to act on my behalf, in all matters relative to work authorized by this building permit application for: W (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. Sidnature of Owner Sign e of 1 cant Print Name Print Nam Date tHE - Shed ' TOWN OF BARNSTABLE Permit * BARNSTABLE, ,* MASS. Ar16 p � Permit Number: Application Ref: 201508146 20153560 Issue Date: 12/07/15 Applicant: ROSS, BARBARA N Proposed Use: Accessory Structure Permit Type: SHEDS 200 SQ FT &UNDER Permit Fee $ e 35.00 Location 319 ARROWHEAD DRIVE Ma Parcel , P =270065 Town HYANNIS Zoning District 4 RB � r ctor Cont a PROPERTY OWNER Remarks 14X1 S� 4 HE Owner: ROSS, BARBARA N Address: 319 ARROWHEAD DR HYANNIS, MA 02601 Issued By: PF POST THIS CARD 50 THAT IS:VISIBLE FROM THE STREET F O R Y E ° MEMBER REPORT Leve%Floor:Flush Beam PASSED 3 piece(s) 13/4" x 9 1/2" 2.0E Microllam®LVL Overall Length:12'9" + + u - -_ _ _ - _ - 0 0 Lf 12' U If I All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. Design Results Actual @ Location Allowed-1,'. Result LoF .`Load Cgmbination(Pattern)s$';i system:Floor Member Reaction(Ibs) 4990 @ 2" 7809(3.50") Passed(64%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4130 @ 1'1" 10898 Passed(38%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building use:Residential Moment(Ft-Ibs) 14876 @ 6'3 1/2" 20312 Passed(73%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.329 @ 6'3 1/2" 0.408 1 Passed(1.1447) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.570 @ 6'31/2" 0.613 Passed(L/258) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bradng(Lu):All compression edges(top and bottom)must be braced at 12'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Lames to s SupportsTotal Availa�e Required. - Dead. floor Snow T�1 Accessories Live 1-Stud wall-SPF 3.50" 3.50" 2.24" 2111 2139 1699 5949 Blocldng 2-Stud wall-SPF 5.50' 5.50" 2.30" 2167 2196 1744 6107 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. S a - Tribut ry Dead Floor Live Snow Loads Location(ode) Width (0.90) s A(1:00) (1 15) Comments 0-Self Weight(PLF) 0 to 12'9" N/A 14.5 - t-Uniform(PSF) 0 to 12'9"(Front) 8' 12.0. 40.0 Residential LivingAreas 2-Uniform(PLF) 0 to 12'9"(Front) N/A 80.0 - 3-Uniform(PSF) 0 to 12'9"(Front) 8' 15.0 30.0 4-Uniform(PLF) 0 to,12'9"(Front) N/A 10.0 20.0 5-Uniform(PSF) 0 to ITT(Front) 1' 15.0 30.0 Weyerhaeuser Notes: SUSTAWABtE FORESTRY WniATIVE Weyerhaeuser warrants that the siting of its products wig be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to ht4)://www.woodbywy.com/servicesfs_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Soitware_Operator Job Notes: . , :: 12J1212016 3:32:19 PM jeremy krauss ALVARAGA Forte V5.1,Design Engine:V6.5.1.1 fa mouth lumber -WARROWHEAD RD 3 19 (508)548-3227 HYANNIS,MA jeremyk@falmouthlumber.com Page 1 Of 1 I t , , c IMES Evaluation Report ESR-3076 Reissued May 2014 This report is subject to renewal May 1, 2016. www.icc-es.org 1 (800)423-6687 1 (662) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE installed in accordance with Section 3.4, and as air- PROTECTION impermeable insulation when installed in accordance with Section:07 21 00—Thermal Insulation Section 3.5. The insulations may be used in Types I, II, III Section:07 25 00—Water-resistive Barriers/Weather and IV construction when installed in accordance with Barriers Section 4.6, and in fire-resistance-rated construction when installed in accordance with Section 4.7. When installed in REPORT HOLDER: accordance with Section 4.5, the insulation may be used as an alternative to the water-resistive barriers required in BAYER MATERIALSCIENCE, LLC IBC Section 1404.2 and IRC Section R703.2. 2400 SPRING STUEBNER ROAD 3.0 DESCRIPTION SPRING,TEXAS 77389 (281)350-9000 3.1 General: www.saf.bavermateriaiscience.com EcoBayTm Closed Cell spray foam insulation includes a series of products designated as EcoBayTm CC and EVALUATION SUBJECT: EcoBay7m CC Polar. EcoBayTm Closed Cell insulation is ECOBAYTm CLOSED CELL SPRAY-APPLIED medium-density polyurethane foam plastic. The materials POLYURETHANE FOAM INSULATION are two-component, closed cell, one-to-one-by-volume spray foam insulations with a nominal density of 1.9 pcf 1.0 EVALUATION SCOPE (30 kg/m). The insulation is produced in the field by combining a polymeric isocyanate (A component) with a Compliance with the following codes: polymeric resin blend (B component). The insulation liquid IN 2012 and 2009 Intemational Building Code®(IBC) components have a shelf life of six months when stored in factory-sealed containers.The components are supplied in ■ 2012 and 2009 International Residential Code®(IRC) nominally 55-gallon (208 L) drums and must be stored at ■ 2012 and 2009 International Energy Conservation temperatures between 70OF (21°C) and 80OF (2TC) for a Code®(IECC) minimum of 48 hours prior to use. ■ Other Codes(see Section 8) 3.2 Surface-burning.Charactenstics: Properties evaluated: The insulation at a maximum thickness of 4 inches ■ Surface-burning characteristics (102 mm)and a nominal density of 1.9 pcf(30 kg/m)have a flame-spread index of 25 or less and a smoke-developed ■ Physical properties index of 450 or less when tested in accordance with ASTM ■ Thermal resistance(R-values) E84. Thicknesses up to 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities are ■ Attic and crawl space insulation recognized based on room comer fire testing in ■ Vapor permeance accordance with NFPA 286,when covered with a minimum ■ Air permeance 1 /2-inch-thick (12.7 mm) gypsum board or an equivalent thermal barrier complying with the applicable code.Greater, ■ Exterior walls in Types I through IV construction thicknesses are recognized as described in Sections 4.3 ■ Fire-resistance-rated construction and 4.4. ■ Water-resistive barrier 3.3 Thermal Resistance(R-values): 2.0 USES The insulation has thermal resistance (R value) at a mean temperature of 75OF(24°C)as shown in Table 1. EcoBayTm Closed Cell spray foam insulation is used as thermal insulating materials in Types I, II, III, IV and V 3.4 Vapor Permeance: construction under the IBC and dwellings under the IRC. The foam plastic has a vapor permeance of less than 1 The insulation is for use in wall cavities, floor assemblies, perm [5.7x10-" kg/(Pa-s-m2)] when applied at a ceiling assemblies or attics and crawl spaces when minimum thickness of 1 inch (25.4'mm) and may be used installed in accordance with Section 4.4. Under the IRC, where a Class II vapor retarder is required by the the insulations may be used as a vapor retarder when applicable code. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to airy product covered by the report. a ,mo 3.5 Air Permeance: wallboard or an equivalent 15-minute thermal barrier EcgBayTm Closed Cell spray foam insulation is air- complying with, and installed in accordance with, IBC impermeable in accordance with 2012 IRC Section Section 2603.4 or IRC Section R316.4, as applicable, R806.5, 2009 IRC Section R806.4, at a minimum 3/4-inch except when installation is as described in Sections 4.3.2 (19.1 mm) thickness, based on testing in accordance with and 4.3.3 or within an attic or crawl space as described in ASTM E283. Section 4.4. Thicknesses of up to 8 inches (203 mm) for wall cavities and 12 inches (305 mm) for ceiling cavities 3.6 BaysealTm IC Intumescent Coating: are recognized, based on room comer fire testing in BaysealTM' IC intumescent coating is a one-component, accordance with NFPA 286,when covered with a minimum water-based polymer coating. BaysealTm IC intumescent 1/rinch-thick (12.7 mm) gypsum board or equivalent coating is supplied in 5-gallon (19 L) pails and 55-gallon thermal barrier complying with the applicable code. (208 L)drums and has a shelf life of one year when stored 4.3.2 Application without a Prescriptive Thermal ` in a factory-sealed container at temperatures of 50°F Barrier with Flame Seale TB Intumescent Coating:The (10°C)or above. prescribed 15-minute thermal barrier may be omitted when 3.7 FlameSeale TB Intumescent Coating: installation is in accordance with this section. The Flame Seale TB, manufactured by Flame Seal Products EcoBayTm closed cell .insulation and Flame Seale TB Inc., is a two-component, four-to-one-by-volume, liquid- system may be used in lieu of the prescribed 15-minute applied, water-based polymer intumescent coating. The thermal barrier. The foam plastic insulation thickness must coating is supplied in 5-gallon (19 L) pails and 55-gallon not exceed 6 inches (152 mm) in walls and ceilings, and (208 L) drums and has a shelf life of six months when the insulation must be covered with 18 dry mils (0.46 mm) stored in a factory-sealed container at temperatures of Flame Seale TB intumescent coating applied at a between 40°F and 90°F(4°C and 320C)_ minimum rate of 1.6 gallons (6 L) per 100 square feet (9.3 m ) Z .The substrate must be dry, dean and free of dirt 3.8 TPR Fireshell®BMS-TC Intumescent Coating: and loose debris or other substances that could interfere TPRZ Fireshell® BMS-TC is manufactured by TPRZ with the adhesion of the coating. Flame Seale TB may be Corporation, and is a one-component, water-based, applied by airless sprayer at ambient temperatures polymer intumescent coating. The coating is supplied in between 50°F and 115°F (10°C and 46°C) and relative 5-gallon (19 L) pails and 55-gallon (208 L) drums and has humidity of less than 70 percent. a shelf life of one year when stored in a factory-sealed 4.3.3 Application without a Prescriptive Thermal container at temperatures of 50°F(10°C)or above. Barrier with TPRZ Fireshe_IP BMS-TC Intumescent 3.9 Paint to Protect®M315 Intumescent Coating: Coating:The prescribed 15-minute thermal barrier may be omitted when installation is in accordance with this section. Paint to Protect® DC-315 is manufactured by International The EcoBayTm Closed Cell insulation and TPRZ Fireshell® Fireproof Technology Inc., and is a one-component, water- BMS-TC system may be used in lieu of the 15-minute based intumescent coating supplied in 5-gallon (19 L) pails thermal barrier.The foam plastic insulation thickness must and 55-gallon (208 L) drums. The coating material has a not exceed 71/4 inches (184 mm) in walls and 9114 inches shelf life of 24 months when stored in factory containers at (235 mm) in ceilings, and the insulation must be covered temperatures between 50°F(10°C)and 80°F(270C). with 12 dry mils(0.30 mm)[20 wet mils(0.51 mm)]of TPRZ 4.0 INSTALLATION Fireshell0 BMS-TC intumescent coating applied in a single 4.1 General: coat at a minimum rate of 1.24 gallons (4.7 L) per 100 square feet(9.3 m).The substrate must be dry, clean and EcoBayTm Closed Cell spray foam insulation must be free of dirt and loose debris or other substances that could installed in accordance with the applicable code, the interfere with the adhesion of the coating.TPRZ Fireshell® manufacturer's published installation instructions, and this BMS-TC may be applied by airless sprayer, conventional report. A copy of the manufacturer's published installation sprayer, medium knap roller or brush at ambient instructions must be available at all times on the jobsite temperatures between 62°F and 95°F (16.5°C and 35°C) during installation_ and relative humidity of less than 70 percent. 4.2 Application: 4.3.4 Application without a Prescriptive Thermal The insulation is spray-applied on the jobsite using a Barrier with Paint to Protect® DC-315 Intumescent volumetric positive displacement pump as identified in the Coating:The prescribed 15-minute thermal barrier may be Bayer MaterialScience application instructions. The omitted when installation is in accordance with this section. maximum service temperature must not exceed that The EcoBayTm Closed Cell insulation and Paint to Protect® specified in the manufacturer's published installation DC-315 system may be used in lieu of the prescribed instructions.The foam plastic must not be used in electrical 15-minute thermal barrier. The foam plastic insulation outlet or junction boxes or in contact with water or rain.The thickness must not exceed 71/4 inches (184 mm) in walls foam plastic must not be sprayed onto a substrate that is and ceilings, and must be covered with 12 dry mils wet, or covered with frost or ice, loose scales, rust, oil, or (0.3 mm) [18 wet mils(0.46 mm)] of Paint to Protect®DC- grease. 315 intumescent coating applied at a minimum rate of 1.12 The insulation may be applied at a maximum thickness gallon(4.23 L) per 100 square feet(9.3 m2).The substrate of 3 inches (76 mm) per pass up to the maximum total must be dry, dean and free of dirt and loose debris or thickness as specified in Sections 3.2, 4.3, 4.4, 4.6 and other substances that could interfere with the adhesion of 4.7.Additional passes may be applied after ten minutes or the coating.The coating may be applied by airless sprayer more of curing time. at ambient temperatures between 50°F and 105°F (10°C 4.3 Thermal Barrier: and 41°C)and relative humidity of less than 80 percent. 4.3.5 Use as Interior Finish: The EcoBayTm closed cell 4.3.1 Application with a Prescriptive Thermal Barrier: insulation and Flame Seal TB intumescent coating EcoBayTm Closed Cell spray foam insulation must be system, as described in Section 4.3.2, may be used as an separated from the interior of the building by an approved interior wall and ceiling finish complying with IBC Section /A/\7 ..r.....- /I\A ♦ • 4.4 Attics and Crawl Spaces: 4.5 Water-resistive Barrier: 4.4.1 Application with a Prescriptive Ignition Barrier: EcoBayn" Closed Cell insulation may be used as an When EcoBay'rm Closed Cell insulation is installed within alternative to the water-resistive barrier prescribed in IBC attics or crawl spaces where entry is made only for service Section 1404.2 and IRC Section R703.2,when installed on of utilities, an ignition barrier must be installed in exterior walls as described in this section. EcoBayTm foam accordance with IBC Section 2603.4.1.6 or IRC Sections plastic insulation must be spray-applied to the exterior side R316.5.3 and R316.5.4, as applicable. The ignition barrier of sheathing, masonry or other suitable exterior wall must be consistent with the requirements for the type of substrates to form a continuous layer of 1.5 inches construction required by the applicable code, and must be (38 mm) minimum thickness. All construction joints and installed in a manner so the foam plastic insulation is not penetrations must be completely sealed with EcoBay71/ exposed. The insulation as described in this section may insulation. be installed in unvented attics in accordance with 2012 IRC 4.6 Exterior Wall Assemblies in Types I, 11, III and IV Section R806.5(2009 IRC Section R806.4). Construction(Figures 1-10): Application without a Prescriptive Ignition Barrier: General: When use is on exterior walls of Types I, 11, Ili Barr 4.4.2.1 General:Where EcoBayTm Closed Cell insulation and IV construction, the assembly in which the EcoBayTm Closed Cell insulation is used must comply with IBC is installed without a prescriptive ignition barrier as Section 2603.5 and the insulation must be installed at a described in Section 4.4.2.2 or 4.4.3, in attics and crawl maximum thickness of 35/8 inches (92 mm). The potential spaces,the following conditions apply: heat of the EcoBayTm Closed Cell insulation is 1838 Btu/ft2 ■ Entry to the attic or crawl space is only to service (20.9 MJ/m2) per inch of thickness, when tested in utilities and no storage is permitted. accordance with NFPA 259. See Figures 1 through 10 for ■ There are no interconnected attic or crawl space areas. exterior wall assemblies in Types I, II, III and IV ■ Air in the attic or crawl space is not circulated to other construction. parts of the building. Exterior Face. Nominally 35/8-inch-deep (92 mm), No. 20 ■ Under-floor (crawl space) ventilation is provided when gage galvanized steel studs, spaced a maximum required by IBC Section 1203.3 or IRC Section R408.1, of 24 inches (610 mm) on center, are fastened to as applicable. No. 20 gage galvanized steel floor and ceiling tracks ■ Attic ventilation is provided when required by IBC using No.8,'/cinch-long (12.7 mm),self-tapping pan head framing screws. Georgia-Pacific DenGlass Gold Exterior Section 12032 or IRC Section R806, except when Sheathing, 5/8 inch (15.9 mm) thick, or Type X gypsum air-impermeable insulation is permitted in unvented sheathing, 5/8 inch (15.9 mm) thick and complying with attics in accordance with Section R806.4 of the IRC. ASTM C79, is installed over the exterior side of the : Combustion air is provided in accordance with Section steel studs with the long end perpendicular to the 701 of the International Mechanical Code®(IMC). steel studs, using No. 6,Type S, 11/4-inch(31.7 mm), self- 4.2.2 Use with BaysealTm IC intumescent Coating: tapping, bugle head screws spaced 8 inches (203.2 mm) EcoBayTm Closed Cell insulation may be spray-applied to on center around the perimeter and 12 inches(305 mm)on the underside of roof sheathing and/or rafters, and the center in the field. EcoBayTm Closed Cell insulation may be underside of wood floors and/or floor joists in crawl spaces installed to partially fill or fully fill the stud cavity up to a as described in this section. The thickness of the foam maximum thickness of 35/8 inches (92 mm), or may be plastic applied to the underside of the wood floor or roof applied to the exterior surface of the exterior sheathing at a sheathing must not exceed 12 inches (305 mm). The maximum thickness of 31/4 inches(82.6 mm). thickness of the spray foam insulation applied to vertical Interior Face: For Figures 1, 2,3 and 10,Type X gypsum wall surfaces in attics and crawl spaces must not exceed 8 wallboard, 5/8 inch (15.9 mm) thick, and complying with inches (203 mm). All foam plastic surfaces must be ASTM C1396, is installed with the long dimension covered with 4 dry mils (0.1 mm) of BaysealTm IC perpendicular to the steel studs, using No. 6, Type S, intumescent coating, applied ata rate of0.5 gallon (1.9 L) 1'/4-inch (31.7 mm), self-tapping, bugle head screws per 100 square feet (9.3 m ). BaysealM IC intumescent spaced 8 inches (203.2 mm) on center around the coating is applied by brush, roller or airless sprayer at perimeter and 12 inches (305 mm) on center in the field. ambient temperatures between 50OF and 115OF(10°C and All exposed gypsum wallboard joints must be taped with 46'C) and relative humidity of less than 75 percent. joint tape and compound, and all screws heads must be Surfaces to be coated must be dry, clean, and free of dirt, covered with joint compound, in accordance with ASTM loose debris and any other substances that could interfere C840 or GA216. For Figures 4, 5 and 6,the interior face is with adhesion of the coating. EcoBayTm Closed Cell a concrete masonry unit (CMU). For Figures 7, 8 and 9, insulation, as described in this section, may be installed in the interior face is a concrete wall. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4). Exterior Wall Covering: Details of the exterior wall 4.4.3 Attic Floors: covering must be in accordance with Figures 1 through 9. ruction is as shown in Figure Use on Attic Floors with BaysealTm IC Intumescent When exterior all covering must be provided olhe details official Coating:EcoBayTm Closed Cell insulation may be installed by the report holder, designer or specifier, with an at a maximum thickness of 8 inches (203 mm) between engineering analysis demonstrating that (1) the exterior and over the joists in attic floors. All foam plastic surfaces wall covering conforms to ASTM E136 and(2)the addition must be covered with 4 dry mils(0.1 mm) of BaysealTm IC of the wall covering to the assembly described in this intumescent coating uniformly applied at a rate of 0.5 section and shown in Figure 10 does not negatively affect gallon (1.9 L) per 100 square feet(9.3 m )as described in conformance of the assembly with the requirements of IBC Section 4.4.2.2.The insulation must be separated from the Section 2603.5.Attachment of the exterior wall covering to interior of the building (beneath the attic) by an approved the structural element (framing, concrete or concrete thermal barrier.The ignition barrier in accordance with IBC masonry unit)of the wall must be designed to comply with 4.7 One-hour Fire-resistance-rated Exterior Wall 8 inches (203.2 mm) on center around the perimeter and Assemblies(Non4oad-bearing): 12 inches (305 mm) on center in the field. All exposed General: When used in and .on fire-resistance-rated gypsum sheathing and gypsum wallboard joints are taped exterior wall assemblies, the Closed Cell insulation must with joint tape and compound, and all screws heads are be installed in accordance with this section and Figures 11 covered with joint compound, in accordance with ASTM through 16_ C840 or GA216. DuPontTm Tyvek HomeWrap water- resistive barrier may be attached to the exterior side of the Assembly with Insulation on the Exterior of the Wall Type X gypsum sheathing using corrosion-resistant staples (Figure 11): when installed in accordance with Section 4.2 of Exterior Face: Nominally 35/8-inch-deep (92 mm), No. 25 ESR-2375_ EcoBayTm Closed Cell insulation may be gage galvanized steel studs, spaced a maximum of 24 installed to a maximum thickness of 3 inches(76.2 mm)to inches (610 mm) on center, are fastened to No. 25 gage partially fill the stud cavity. galvanized steel floor and ceiling tracks. One layer of Type Interior Face: Type X gypsum wallboard, '18 inch (15.9 X gypsum sheathing, 5/a inch (15.9 mm) thick and mm) thick and complying with ASTM C1396, is installed complying with ASTM C79, is installed over the exterior with the long dimension parallel to the steel studs using side of the steel studs with the long dimension parallel to No. 6, 11/4-inch-long(31.7 mm), self-drilling drywall screws the steel studs and with vertical joints offset a minimum of spaced 8 inches (203.2 mm) on center around. the 24 inches (610 mm) from the vertical joints in the interior perimeter and 12 inches (305 mm) on center in the field. Type X gypsum wallboard,and the horizontal joints offset a All exposed gypsum wallboard joints must be taped with minimum of 24 inches (610 mm) from the horizontal joints joint tape and compound, and all screws heads must be in the interior Type X gypsum wallboard. The exterior covered with joint compound, in accordance with ASTM sheathing is attached using 1'/4-inch-long (31.7 mm), self- C840 or GA216. drilling drywall screws spaced 8 inches (203.2 mm) on Exterior Wall Covering: Details of the exterior wall center around the perimeter and 12 inches (305 mm) on center in the field. All exposed gypsum sheathing and covering must be in accordance with Figures 12 through f th t h o e exterior wall covering Attachment gypsum wallboard joints must be taped with joint tape and 16. g to the compound, and all screws heads must be covered with structural framing of the wall must be designed to comply joint compound,in accordance with ASTM C840 or GA216. with the code,to the satisfaction of the code official. When applied to the exterior surface of the exterior 5.0 CONDITIONS OF USE sheathing, EcoBayTm Closed Cell spray-applied The EcoBayTm Closed Cell spray-applied foam plastic polyurethane insulation may be installed at a maximum insulation described in this report complies with, or is a thickness of 3 inches(76.2 mm). suitable alternative to what is specified in, those codes Interior Face: Type X gypsum wallboard, 5/8 inch listed in Section 1.0 of this report, subject to the following (15.9 mm) thick and complying with ASTM C1396, is conditions: installed with the long dimension parallel to the steel studs 5.1 The insulation must be installed in accordance with using 1'/47inch-long (31.7 mm), self-drilling drywall screws the manufacturer's published installation instructions, spaced 8 inches (203.2 mm) on center around the this evaluation report and the applicable codes. If perimeter and 12 inches (305 mm) on center in the field. there are any conflicts between the manufacturers All exposed gypsum wallboard joints must be taped with published installation instructions and this report, this joint tape and compound, and all screws heads must be report governs. covered with joint compound, in accordance with ASTM C840 or GA216. 5.2 The insulation must be separated from the interior of the building by an approved 15-minute thermal barrier Exterior Wall Covering:The exterior wall covering for the in accordance with IBC Section 2603.4 or IRC Section assembly in Figure 11 must be either minimum /4-inch- R316.4, except when installation is as described in thick(19.1 mm) Portland cement plaster(stucco) on metal Sections 4.3.2,4.3.3 and 4.4. lath; minimum 2-inch-thick (50.8 mm) natural stone; minimum 11/2-inch-thick (38.1 mm) artificial cast stone 5.3 The insulation must not exceed the thicknesses noted veneer; minimum 2-inch-thick (50.8 mm) CMU; or in Sections 3.2,4.3,4.4,4.6 and 4.7. minimum 2-inch-thick (50.8 mm) Gay brick veneer. 5.4 When EcoBayTm Closed Cell insulation is used as Attachment of the exterior wall covering to the structural water-resistive barrier, it must be protected from framing of the wall must be designed to comply with the ultraviolet(UV) light exposure in accordance with the code to the satisfaction of the code official. Bayer MaterialScience written instructions. Assemblies with Insulation in the Wall Cavity (Figures 5.5 The insulation must be applied by contractors certified 12-16): by Bayer MaterialScience, LLC. Exterior Face: Nominally 51/2-inch-deep(140 mm), No.20 5.6 Use of the insulation in areas where the probability of gage galvanized steel studs, spaced a maximum of 24 termite infestation is "very heavy" must be in inches (610 mm) on center, are fastened to No. 20 gage accordance with IRC Section R318.4 or IBC Section galvanized steel floor and ceiling tracks. One layer of Type 2603.8,as applicable. X gypsum sheathing, 5/8 inch (15.9 mm) thick and 5.7 Jobsite certification and labeling of the insulation must complying with ASTM C1396, is installed over the exterior comply with IRC Sections N1101.4 and N1101.4.1 side of the steel studs with the long dimension parallel to and IECC Sections 303.1.1 and 303.1.2, as the steel studs, with vertical joints offset a minimum of 24 applicable. inches(610 mm)from the vertical joints in the interior Type X gypsum wallboard, and the horizontal joints offset a 5.8 Use of the insulation in exterior wall assemblies in minimum of 24 inches (610 mm)from the horizontal joints Types 1, II, If and IV construction must be in in the interior Type X gypsum wallboard. The exterior accordance with Section 4.6. sheathing is attached using No. 6, 1'/4-inch-long 5.9 Use of the insulation in fire-resistance-rated /Z1 7 mml calf_drillinn rinmv011 erre1uc cn�rorl rnnc+nv tinn mnc+hn in annnrrhnnn uri+h Cnn+inn A 7 5.10 EcoBayT"' Closed Cell insulation components are ■ 2006 International Building Code®(2006 IBC) produced by Bayer MaterialScience, LLC, in Phoenix, ■ 2006 International Residential Code®(2006 IRC) r. Arizona, and Spring, Texas, under a quality control N 2006 International EnergyConservation Code® 2006 program with inspections by[CC-ES. IECC) 6.0 EVIDENCE SUBMITTED ■ 2003 International Building Code®(2003 IBC) 6.1 Data in accordance with the ICC-ES Acceptance ■ 2003 International Residential Code®(2003 IRC) Criteria for Spray-applied Foam Plastic Insulation (AC377), dated November 2012 (Editorially corrected • 2003 International Energy Conservation Code® (2003 April 2013), including reports of tests in accordance IECC) with Appendix X of AC377. The products comply with the above-mentioned codes as 6.2 Data in accordance with the ICC-ES Acceptance described in Sections 2.0 through 7.0 of this report, with Criteria for Foam Plastic Sheathing Panels Used as the revisions noted below: Water-resistive Barriers(AC71), dated February 2003 • Application with a Prescriptive Thermal Barrier: See (editorially revised September 2012). Section 4.3.1,except the approved thermal barrier must be installed in accordance with Section R314.4 of the 6.-3 Reports of room comer tests in accordance with 2006 IRC or Section R314.1.2 of the 2003 IRC, as NFPA 286 and UL 1715. applicable. 6.4 Reports of potential heat of foam plastics tests in Ii, Application with a Prescriptive Ignition Barrier: See accordance with NFPA 259. Section 4.4.1, except attics mist be vented in 6.5 Reports of air permeance tests in accordance with accordance with Section 1203.2 of the 2006 and 2003 ASTM E283. IBC or Section R806 of the 2003 IRC, and crawl space ventilation must be in accordance with Section 1203.3 of 6.6 Reports of vapor permeance tests in accordance with the 2006 and 2003 IBC or Section R408 of the 2006 and ASTM E96. 2003 IRC, as applicable. Additionally, an ignition barrier 6.7 Reports of fire tests in accordance with NFPA 285. must be installed in accordance with Sections R314.5.3 or R314.5.4 of the 2006 IRC or Section R314.2.3 of the 6.8 Reports of fire tests in accordance with ASTM E119- 2003 IRC,as applicable. 7.0 IDENTIFICATION ■ Application without a Prescriptive Ignition Barrier: Components for EcoBay'M Closed Cell insulation is See Section 4.4.2, except attics must be vented in identified with the manufacturer's name (Bayer accordance with Section 1203.2 of the 2006 and 2003 MaterialScience, LLC),address and telephone number,the IBC or Section R806 of the 2003 IRC, and crawl space product name (EcoBayTiO CC or EcoBayTiO CC Polar); ventilation must be in accordance with Section 1203.3 of mixing instructions; the density; the flame-spread and the 2006 and 2003 IBC or Section R408 of the 2006 and smoke-development indices; the expiration date; the 2003 IRC,as applicable. evaluation report number(ESR-3076). ■ Protection Against Termites: See Section 5.6, except Intumescent coatings are identified with the use of the insulation in areas where the probability of manufacturer's name and address, the product name and termite infestation is "very heavy" must be in use instructions. accordance with Section R320.5 of the 2006 IRC or Section R320.4 of the 2003 IRC. 8.0 OTHER CODES ■ Jobsite Certification and Labeling: See Section 5.7, In addition to the codes referenced in Section 1.0, the except jobsite certification and labeling must comply products described in this report were evaluated for with Sections 102.1.1 and 102.1.1.1, as applicable, of compliance with the requirements of the following codes: the 2006 IECC. TABLE 1-THERMAL RESISTANCE(R-VALUES)''2 THICKNESS(inches) R-VALUE(°F.fe.hBtu) 1 6.9 2 14 3 21 3-5 24 4 28 5 34 5.5 38 6 41 7 48 7.5 52 8 55 9 62 10 69 11 76 12 83 For SI:1 inch=25.5 mm;10FJe.h1Btu=0.176110°K.m2IW. 'R values are calculated based on tested K values at 1 and 3.5-inch thicknesses. I ! is room . 1\l�l eS e e Wl;:1 e ICC-ES Evaluation Report ��ffJJ ESR-32" Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00 THERMAL AND MOISTURE (the A component) and a proprietary resin (the PROTECTION B component) in a 1:1 volumetric ratio. The polymeric Section:07 21 00-Thermal Insulation isocyanate (the A component) has a shelf Ile of one year when stored in factory-sealed containers at REPORT HOLDER: temperatures between 60°F and 100"F (15.6°C and 37.7°C). The proprietary resin (the B component) has a URETHANE TECHNOLOGY COMPANY,INC. shelf fife of six months when stored in factory-sealed 59-77 TEMPLE AVENUE containers at temperatures between 60°F and 80°F NEWBURGH,NEW YORK 12550 (15.6"C and 26.7°C). (845)561-5500 3.2 Surface Burning Characteristics: www.urethaneterhnology.com The UTC 7040-0.5 ICC insulation,at a maximum thickness EVALUATION SUBJECT: of 5.8 inches(147 mm)and a nominal density of 0.5 pound per cubic foot(8 kg/m3), has a flame-spread index of 25 or UTC 7040-0.5 ICC SPRAY-APPLIED FOAM PLASTIC less and a smoke-developed index of 450 or less when INSULATION tested in accordance with ASTM E84. 3.3 Thermal Resistance: 1.0 EVALUATION SCOPE UTC 7040-0.5 ICC insulation has a thermal resistance, Compliance with the following codes: R-value, at a mean temperature of 75°F (24'C) as shown ■ 2009 International Building Code®(IBC) in Table 1. ■ 2009 International Residential Code®(IRC) 3.4 Air Permeability: ■ 2009 international Energy Conservation Code (IECC) ® UTC 7040-0.5 ICC insulation, at a minimum 3.5-inch (88.9 mm) thickness, is considered air4mpermeable ■ Other Codes(see Section 8.0) insulation in accordance with IRC Section R806.4, based. Properties evaluated: on testing in accordance with ASTM E283. ■ Surface-burning characteristics 3.5 UTC 7030-FS1 Intumescent Coating: ■ Physical properties UTC 7030-FS1 intumescent coating, manufactured by Urethane Technology Company, Inc., is a water-based, • Thermal resistance(R-values) single-component coating supplied in 5-gallon (19L) pails ■ Attic and crawl space installation and 55-gallon (208L) drums. The coating material has a shelf life of 12 months when stored in factory-sealed ■ Air permeability containers at temperatures between 60°F (15.6°C) and 2.0 USES 80°F(26.7-C). UTC 7040-0.5 ICC spray foam is used as a nonstructural" 4.0 INSTALLATION thermal insulating material in buildings of Type V-B 4.1 General: construction under the IBC and dwellings under the IRC. The manufacturer's published installation instructions and The insulation is for use in wall cavities, floor assemblies, ceiling assemblies, or attics and crawl spaces when this report must be strictly adhered to, and a copy of the � installed in accordance with Section 4.4. Under the IRC, instructions and this evaluation report must be available on the insulation may be used as air-impermeable insulation the jobsite at all times during installation. when installed in accordance with Section 3.4. 4.2 Application: 3.0 DESCRIPTION UTC 7040-0.5 ICC insulation must be applied using spray 3.1 UTC 7040-0.51CC Insulation: equipment specified by Urethane Technology Company, Inc. The insulation must not be used in areas having a UTC 7040-0.5 ICC foam plastic insulation is a two- maximum service temperature greater than 180°F (82°C), component, open-cell, spray-applied foam plastic, with a must not be used in electrical outlet or junction boxes or in nominal density of 0.50 per (8 k9/m3). The polyurethane contact with rain or water, and must be protected from the foam is produced by combining a polymeric isocyanate weather during and after application. Where the UTC ICC-ES Evaluation Reports are not to he construed as representing aesthetics or any other attributes not speciftcaI4,addressed,nor are thev to he construed as an endnrsement of the suhiect of the report nr a recommendation for its use.There is no uuarranty by ICC Evaluation Service,LLC,express or implied,as to arty finding or other matter in this report,or as to any product covered hp the report Copyright 0 2014 Page 1 of 3 ESR-3244 I Most Widely Accepted and Trusted Page 2 of 3 7040-0.5 ICC insulation is used as an air-impermeable substances that could interfere with adhesion of the tj1 h_-Tier, such as in unventilated attic spaces regulated by coating. The coating is applied in one coat with low- IRC Section R806, the insulation must be installed at a pressure airless spray equipment, and must be applied to minimum thickness of 3.5 inches(88.9 mm).The insulation a minimum dry film thickness of 4.75 mils (0.12 mm) can be installed at a maximum per pass thickness equal to [approximately 1 gallon per 200 square feet(0.20 UM2)]. the installed thickness. The insulation must be installed UTC 7040-0.5 ICC insulation may be installed in only by factory-certified applicators. unvented attics as described in this section in accordance 4.3 Thermal Barrier. with IRC Section R806.4. UTC 7040-0.5 ICC spray foam insulation at a maximum 4.4.2.2 Use on Attic Floors: UTC 7040-0.5 ICC thickness of 5.8 inches (147.3 mm) must be separated insulation may be installed at a maximum thickness of from the interior of the building by an approved thermal 111/4 inches (286 mm)between and over the joists in attic barrier of 1/2-inch-thick (12.7 mm) gypsum board or an floors when the exposed surfaces of the foam plastic equivalent 15-minute thermal barrier complying with, and insulation are covered with a minimum thickness of installed in accordance with, IBC Section 2603.4 or IRC 4.75 dry mils (0.12 mm) [approximately 1 gallon per Section R316.4, as applicable. When installation is within 200 square feet (0.20 Umz)] of UTC 7030-FS1 an attic or crawl space as described in Section 4.4, a intumescent coating as described in Section 3.5 of this thermal barrier is not required between the foam plastic report. The insulation must be separated from the interior and the attic or crawl space, but is required between the of the building by an approved thermal barrier.The ignition insulation and the interior of the building. barrier in accordance with the IBC Section 2603.4 and IRC 4.4 Attics and Crawl Spaces- Section R316.5.3 may be omitted. 4.4.1 Application with a Prescriptive Ignition Barrier. 5.0 CONDITIONS OF USE When UTC 7040-0.5 ICC insulation is installed within attics The UTC 7040-0.5 ICC spray foam insulation described in or crawl spaces where entry is made only for service of this report complies with,or is a suitable attemative to what utilities, an ignition barrier must be installed in accordance is specified in, those codes listed in Section 1.0 of this with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and report,subject to the following conditions: R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of 5.1 The product must be installed in accordance with the published installation instructions,this construction required by the applicable code, and must be manufacturer'sp installed in a manner so the foam plastic insulation is not evaluation report and the applicable code. The exposed. UTC 7040-0.5 ICC insulation may be installed in instructions within this report govern if there are any unvented attics in accordance with IRC Section R806.4. conflicts between the manufacturer's published 4.4.2 Application without a Prescriptive Ignition installation instructions and this report. Barrier: Where UTC 7040-0.5 ICC spray foam is installed 5.2 The insulation must be separated from the interior of in an attic or crawl space without a prescriptive ignition the building by an approved 15-minute thermal barrier barrier, in accordance with Sections 4.4.2.1 and 4.4.2.2, in accordance with IBC Section 2603:4, except when the following conditions apply: installation is in attics and crawl spaces as described 1. Entry to the attic or crawl space is only for the service in Section 4.4.2. of utilities and no storage is permitted. 5.3 The insulation must not exceed the thickness and density noted in Sections 3.2, 3.4,4.3, and 4.4 of this 2. There are no interconnected attic or crawl space areas. report. 3: Air in the attic or crawl space is not circulated to other 5.4 The insulation must be protected from the weather parts of the building. during and after application. 4. Combustion air is provided i®accordance with IMC 5.5 The insulation must be applied by installers certified (Intemational Mechanical Code )Section 701. by Urethane Technology Company, Inc. 5. Attic ventilation is provided when required by IBC 5.6 Use of the insulation in areas where the probability of Section 1203.2 or IRC Section R806, except when air- termite infestation is 'very heavy" must be in ~ impermeable insulation is permitted in unvented attics accordance with IRC Section R318.4 or IBC Section -s in accordance with Section R806.4 of IRC. 2603.8,as applicable. 6. Under-floor (crawl space) ventilation is provided when 5.7 Jobsite certification and labeling of the insulation must required by IBC Section 1203.3 or IRC Section R408.1, comply with IRC Sections N1101.4 and N1101.4 as applicable. and IECC Sections 303.1.1 and 303.1.2, as 4.4.2.1 Application with UTC 7030-FS1 Intumescent applicable. Coating: In attics and crawl spaces, UTC 7040-0.5 ICC 5.8 The A and B components of the insulation are insulation may be spray-applied to the underside of the produced under a quality program with roof sheathing and/or rafters,-and to the vertical walls and p quali control the underside of floors as described in this section. The inspections by ICC-ES. thickness of the foam plastic applied to the underside of 6.0 EVIDENCE SUBMITTED- the roof sheathing must not exceed 1114 inches(286 mm). The thickness of the spray foam insulation applied to 6.1 Data in accordance with the ICC-ES Acceptance vertical wall surfaces must not exceed 111/4 inches Criteria for Spray-applied Foam Plastic Insulation, (286 mm). UTC 7030-FS1 intumescent coating must be (AC377), dated June 2012, including reports of tests applied over all surfaces of the UTC 7040-0.5 ICC in accordance with Appendix X of AC377. insulation in accordance with the coating manufacturer's 6.2 Report of air permeance tests in accordance with instructions and this report. Surfaces to be coated must be ASTM E283. dry, clean, and free of dirt, loose debris and other ESR-3244 I Most widely Accepted and Trusted Page 3 of 3 7.0 IDENTIFICATION N Application with a Prescriptive Ignition Barrier: See Cohlainers of UTC 7040-0.5 ICC components. are Section 4.4.1, except attics must be vented in identified with a label bearing the Urethane'Technology accordance with 2006 IBC Section 1203.2; and crawl Inc',' name and address' the product trade name space ventilation must be in.accordance with 2006 IBC (UTC 7040-0.5 ICC); the lot number, the shelf life and the Section 1203:3 or 2006 IRC Section R408, as expiration date;the evaluation report number(ESR-3244). applicable. Additionally, an ignition barrier must be installed in accordance with 2006 IRC Section R314.5.3 UTC 7030-FS1 intumescent coating is identified with the or R314.5.4. Urethane Technology Company, Inc., name and address, Application without a Prescriptive Ignition Barrierthe product trade naive and use instructions. See Section :4.4.2, except attics must be vented in 8.0 OTHER CODES accordance. with 2006 IBC Section 1203.2; and In addition to the codes referenced in Section 1.0, the crawl space ventilation must be in accordance with 2006 products described in this report have also been evaluated IBC Section 1203.3 or 2006 IRC Section R408; for compliance with the following codes: as applicable. Combustion air must be provided in accordance with Sections 701 and 703 of the 2006 ■ 2006 Intemational Building Code(2006 IBC) International Mechanical Code®. ■ 2006 International Residential Code®(2006 IRC) s Protection against Termites: Replace the wording in ■ 2006 International Energy Conservation Code® (2006 Section 5.6 with the following: Use of the insulation in IECC) areas where the probability of termite infestation is"very The products comply with the above-mentioned codes as heavy" must be in accordance with 2006 IRC Section described in Sections 2.0 through 7.0 of this report, with R320.5 or 2006 IBC Section 2603.8. the revisions noted below: im Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Thermal Barrier: See except jobsite certification and labeling must comply Section 4.3, except the approved thermal barrier must with 2006 IECC Sections 102.1.1 and 102.11, as applicable. be installed in accordance with 2006 IRC Section PP R314.4. TABLE 1—THERMAL RESISTANCE(R-VALUES)''2 THICKNESS(inches) R VALUE(°F.ft.h/Btu) 1.0 4.2 3.5 14 4.0 16 5.8 24 - 6.0 24 7.0 29 8.0 33 9.0 .: 37 10.0 41 11.25 46 For SI:1 inch=25.4 mm;I*F.ft'.h/Btu=0.176110`K.m-.h/W. 'R-values are calculated based on tested K-values at 1-and 44nch thicknesses. ZR-values greater than 10 are rounded to the nearest whole number. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 29 d Parcel' T UIN' OFr BARNSTABLE Application # U� Health Division Date Issued Q ? > M 9: 03 Conservation Division Application Fee Planning Dept. Permit Fee / S Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyahnis Project Street Address 3, !q HIL01-v 11 CA QR,kV e, Village Owner AL V A(Z EN 6--A� �{}�3 I ftJO Address S 11m-e., Telephone Permit Request CO 1-J S EN evA,&oCA 11 ut, t9-e� Cd-J vL3 IPA:Cl+Odr1 e Square feet: 1 st floor: existing 0 proposed 2nd floor: existing 0 proposed Z- Total new AV'/ Zoning District 2- Flood Plain Y� Groundwater Overlay Ne Project Valuation 4s. vov Construction Type Lot Size d 2`S pop e3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, , Two Family ❑ Multi-Family ((## units) Age of Existing Structure t•� Historic House: ❑Yes 440* On Old King's Highway: ❑Yes C9'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other /tlGwC, Basement Finished Area (sq.ft.) wi� Basement Unfinished Area(sq.ft) Al,rA Number of Baths: Full: existing 0 new G Half: existing new Number of Bedrooms: existing C)new 0�jA;,,j4r—A Total Room Count (not including baths): existing new ( First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other VIA Central Air: ❑Yes ❑"No . Fireplaces:,Existing New h/� / Exi ting wood/coal stove: ❑Yes &'No Detached garage: ❑ existing I new sizO Pool: ❑existing ❑ new sizeP) Barn: ❑ existing ❑ new size"!A Attached garage: ❑ existing ❑ nev(Aze _Shed: ❑ existing ❑ ri/+,o6ize _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use L%if)WATcv 1 Proposed Use Itf, ih�11"dl APPLICANT INFORMATION (� (BUILDER OR HOMEOWNER) Name ll �N �ALI Jl Telephone Number �� t�­6 (60 Address License # 0 77J l kit 02 (3 Home Improvement Contractor# r COma�evzm Wyll� el iIYJ Worker's Compensation # C(- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lni cs/,�dSGI SIGNATURE DATE 2' I 116 FOR OFFICIAL USE ONLY APPLICATION# ; DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: / FOUNDATION FRAME ���� rD�•�DlV�1G INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH / FINAL FINAL BUILDING -prm DATE CLOSED OUT } ASSOCIATION PLAN NO. -T' 1 t�' f !`7 4 ` B. *6639. Town of Barnstable,-. Regulatory Services 'Richard V.Scali,Director Building Division J Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ' Office: 508-862-4038. Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I, N P)W rt U/ E:tyLP ,as Owner of the subject property hereby authorize J Pi t/�a'LJ to act on my behalf, 4 .3 in all matters relative to work authorized by this building permit application for: U (Address of Job)' - `- f Signature of Owner U Date Print Name F o If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary li temet Files\Content.Oudook\2PIOIDHR\EXPRES§.doc, r Revised 040215 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 600 Washington Street Ct• Boston,MA 02111 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please PAr'i'nt�L(eeibly Name(Business/Organization/Individual): �•-t°/)� 1 Gc)W y G V'� '1''v`'�1 ►� Address: 55 /r. City/State/Zip: C 6 VT - �h H 0� 6'Phone#:' � �"� �7 � 6 W 0 � re you an employer?Check the appr priate box: Type of project(required): 1. I am a employer with— 6 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 g. Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance 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 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. 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 hive 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: l ID Policy#or Self-ins.Lic.#: c L !oCxV01 I A 1 Expiration Date: l � Job Site Address: 31 M&)v wPrvD aj) • City/State/Zip: 7 k" 0 0 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). V' 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 hereby certify under the ins d 1�nfies of perjury t tnfornuzdon provided above is tr a and correct ' Signature: / crate: 6 Phone#: / 6- OJj?cial 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#: 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." Ari 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 bum 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 k Office of Investigations ' 600 Washington Street Boston,MA 02111 Tel#617-7274900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia Client#:3W8: 2CENTRALCA ACORD. CERTIFICATE OF LIABILITY INSURANCE 12108/2015 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(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terns 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($). PRODUCER Dowling&O'Neil Insurance Ag W.e 973 Iyannough Rd,PO Box 1990 E41IAIL �B TT5-1620 AS Ii,; 50877$1218 Hyannis,MA 02601 ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 508 TT5-1620 _ INSURERA:National Grange Mutual Insuranc INSURED INSURER 13.Associated Employers Insurance Central Cape Construction Company,Inc. 820 Main Street INSURER C Cotuit,MA 02635 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 CONTRACTOR 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. ADDLS LTR TYPE OF INSURANCE INSRWM U POLICY NUN IBER POt1CY EFF POLICY EXP LWTS A GENERAL LIABILITY MP19764Q 1/14/2015 11/14/201t EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY �STEa accEDenoe $5OO OOO Ci AiMS�v1ADE l OCCUR • MED EXP(Any orre person) $10 000 PERSONAL&ADV INJURY $1,000 000 r GENERAL AGGREGATE $2,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000 000 POLICY PRO_ LOC AUTOMOBILE LIABILITY glNqLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED (Per accident) $ AUTOS AUTOS BODILY INJURY HIRED AUTOS AUTOS-OWNED PRO PerardenPERTY DAMAGE t $ $ .: UMBRELLA LIAO OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATIONLILIABILITY WCC50050091992015A 5/14/2015 OSM4/201 X f STATU- oTH AND EMPLOYERS LIABILTIY _ OFFICEORIPMREMBER PEXXCLLUDEEDD'����a NIA E.L.EACH ACCIDENT $50O'QO© (Mandatory m NH)and E.L.DISEASE-EA EMPLOYEE $5W000 if yes,describe under DESRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Aftach ACORD 101,AddWoml Remarks Schedule,If more apace Is required) Steven Devlin Is excluded from coverage under the workers compensation policy. Certificate holler is named additional insured for general liability when required by written contract Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Mashpee Commons LP SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEL,LFA BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1530 ACCORDANCE WITH THE POLICY PROVISIO_N& Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE m 1"8-2010 ACORD CORPORATION AH r s reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S162054/M162053 LS1 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Cfmstru firm Supervisor License: CS-047993 STEPHENJDEVIAN 820 XUN ST 7 r Cotuit NSA 0263 ` f � 3i Expiration . Iomrnissioner 0210 016 Office of Consumer Affairs&Business Regulation l MOME IMPROVEMENT CONTRACTOR ' Registration: 331841 Type: �= = Expiration: W612016 Primate Corporatio 'k7Pu > CENTRAL CAPE CONSTRUCTIONCO. INC. STEPHEN DEVLIN s 820 MAIN ST COTUIT, MA 02635 tiadersecretary !� mAt),V IRA Y) AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................110 mph WindExposure Category................................................................... .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ...........................................................................(Fig 2) ..........................................12 _< 12:12 MeanRoof Height...............................................................(Fig 2).................................................14 ft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................ 2Zft s 80' Building Length, L...............................................................(Fig 3).................................................Uft 5 80, V Building Aspect Ratio(L/W) ................................................(Fig 4)................................................ s 3:1 Nominal Height of Tallest Opening .................... (Fig ) 2 Fi 4 .................(r"!g1i Ko-e,b u444..... '<_6'8" t/ 1.3 FRAMING CONNECTIONS a—I WL I+_-IMc9, Ia 2,AO FLvOrc. &, / General compliance with framing connections....................(Table 2)............................................................... !/ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. I/ ConcreteMasonry .................................................................... .................,............................................. � 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................kidf' in. Bolt Spacing from endfJoint of plate .............................(Fig 5)...................................._2_in:5 6"-12" !/ Bolt Embedment-concrete.........................................(Fig 5).................................................I in.?7" I� Bolt Embedment-masonry (Fig 5)........................................... in.z 15" Plate Washer...................... .........................................(Fig 5)............:.................................>_3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)........ e .TtllW VJefdl�� Maximum Floor Opening Dimension...................................(Fig 6)......................................... ........ 10, ft 512 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................-40-ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ....Qft <_d _ Floor Bracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)...... .......................... Floor'Sheathing Thickness .................................................(per 780 CMR Chapter 55)......................�in. Floor Sheathing Fastening..................................................(Table 2).._Zd nails at 67 in edge/_?ten field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).......................q�-T ft 5 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5) 5 ' Wall Stud Spacing .........................................................(Fig 10 and Table 5)................... f�in. 5 24"o.c. �j- Wall Story Offsets .........................................................(Figs 7&8)...,.......................................__Oft 5 d I/ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x !; --A ft T�' in. Non-Loadbearing walls.,.................................................(Table 5)..............................2x ft min. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)............................................... r r u�g v WSP Attic Floor Length................................................(Fig 11 ft 2:W/3 Gypsum Ceiling Length(if WSP not used)..............:....(Fig 11)............................................ ft:-;0.9W �(V 1► and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. �/ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays/ Double Top Plate / Splice Length ...................................:.:...............:...(Fig 13 and Table 6).................................... Ll ft V Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7).....................................:............... Z Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ) _ft O in.5 11, 1/ p .........................................................(Table 9 .................................. Sill Plate Spans .........................................................(Table 9).................................. .7 ft_6 in. 5 11' Full Height Studs (no.of studs)....................................(Table 9).......................................... Sipe 1/ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ✓ —TT Bader Spans...... .......................................................(Table 9)............... ... .......... 3 ft 6 in.5 12' Sill Plate Spans............................................................(Table 9)................................. 1 ft�; in.5 12" Full Height Studs(no.of studs)....................................(Table 9)............................................C.,�7tr Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................. �.�rli► }1K..S�.�ii9 s 6'8" Sheathing Type............................. ................(note 4)......................................./.Jc..0.& Edge Nail Spacing.......:.................................(Table 10 or note 4 if less).................... 3 in. Field Nail Spacing..........................................(Table 10)................................................_j Z-in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing.......................(Table 10)....................................................32% >� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............. Maximum Building Dimension, L Nominal Height of Tallest Opening2....... ...................................................... .........6/--r 5 6'8" SheathingType..............................................(note 4)....................................... 7/16....4.5 Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... C in. Field Nail Spacing ...(Table 11) Shear Connection(no.of 16d common nails)(Table 11)......................................................._ Percent Full-Height Sheathing.......................(Table 11).................................................... ° Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...........�.. Rated for Wind Speed?.................................................. �.l..d..... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19).............0 ft:5 smaller of 2'or U3 I/ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 2d T plf Lateral..............................................(Table 12)..........................:.................L=—JaL plf Shear................................................(Table 12)............. ..............................S= '1 pit. � Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...!�QK....�r^.!??I�eT...T= j 3 d plf Gable Rake Outlooker.............:............................ (Figure 20)............. D ft:5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls` Proprietary Connectors Uplift....................... ......................... 14)............................................U= 40 lb. ✓ Lateral(no.'of 16d common nails)...(Table 14).......................................L= '�Ib. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... ..............................................' . in,a 7/16"WSP Roof Sheathing Fastening:................. (Table 2).......................................... ,......................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: r a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. ti i AWC Guide to Wood Construction in High WhzdAreas: 110'mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -MEN THIS EDGE F&M ON FFIAMINGUW8d NAILS ATfib.c. 11 11 s 11 1, 11 1 Y 41 i 11 11 / 11 11 11 11 11 1 11 11 M 1.1 1 11 ,I 1 11 I/ , 11 1l 1 1/ 11 I � 11 11 Q 1 u a /1 Ir 1 C1 W ,, pj J 11 Il F 11 Il (— n 11 u It 1 a U, u ..r • 1 � u Ic 1 P II 11 H II ii ii / la • 1 1� n r l WAILSPACM v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7g0 CMx 5301.2.1.1)` 1 1 / lop 1 a� 1 I 1 1 1 1 it 11 - si 1 � 1 FRAMING MEMBERS 1 1 EERE 94TEMFJMTE 1 Y 1 1 1 � r PAIN. 1 ---------- ..-L. ;....1. w STAWARED AFAR PATTERN PANEL PA1s M EDGE DOUBLE NAIL EDGE SPAciNG DErAL Detail Vertical and Horizontal Nailing far Panel Attachment d . l %' Town of Barnstable .k THE Regulatgx S e Richard V.Scali,Director ' MASS.. Building Division-, 16;9. �0 iOrEo .�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town barnstab_l,ena.us Office: 508-862-403 8 Fax. 508-790-6230 _. TERMIT (b 697 I FEE: $35.00 t SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) Village 17 '1 I Ci n(A 111 L VcJ .r7'3gc- Property owner's name Telephone number I x Iti Size of Shed Map/Parcel# ` ` . Signature Date G Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. 4 THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 Town of Barnstable Geographic Information System October 20,2015 270067 #303 - 270061 270096 #88 #306 270066 #311 4. 4 f� 270187 ' #312 270062 a #70 w _ 27006s ���►. 270097 . w #320 A. T -VO 270063 ,.._..#327 269009 #60 t , 270098 Fee � #32817 DISCLAIMERS:This ma is for tannin u Ma 270 Parcel[065 -� p planning purposes only. It is not adequate for legal P Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:ROSS,BARBARA N Total Assessed Value:$130500 1°=100'may not meet established map accuracy standards. The parcel lines on this map ,. are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%FEDERAL NATIONAL Acreage:0.25 acres Abutters I boundaries and do not represent accurate relationships to physical features on the map r such as building locations. Location:319 ARROWHEAD DRIVE Buffer /f/ }' . 19 'r 6 l PROJECT TITLE • _ L ���s�a-���' � �� �. SMOKE DETECTORS REVIEWED . , . E BUILDING DEPT. DATE `U`s�G�V " NG E r FIRE DEPARTMENT DATE n r� .BOTH SIGNATURES ARE REQUIRED FOR PERMITTI , _ , 6 r , t t i 1`3 IA f L.,.. . y i s � s PREPARED FOR a � t (. ...,...:.mow..:. f .. ... ..:.—„_..............:....._,,,... n., ...,......,......., _ r 1. H t �' gal �O FAO *-M EC.ctnstrtt 9 �n. *-MOO:c�sttr� � � uit.M�� J8 most ' 1V0bditt:wwwr eentralcape c*nst_ruction. o h L � SCAL _ . 0 -_ DA TE L3ESfC 'DING NO. CHECKj DRAWN 1. - PROJECT TIT' LE i . JJ , - i I ` v Pusxf - i 154 { ;6 - P FOR REF"s4i� �'? t Central • n Inc* 'Compan Swx Devlin-President, rr R ✓lb c �� bne&C*Meat.fir i - • �!��.:,.__� � 820 Wft Street`Cotutt,MA WS-426:1340 I �GL tG'�.,�� � r�sa9i.:centr�slrnstrueUoia aU.t�rrr Wob4fto:www.cantratesPeconstruction.com SCAL - I -7- -t- rn .:r�t 0 flit J- , 2 t c'tyr" Wc;00,.1 `Z-%t 310 a • :j — Z-ti 3 to p _RAT �. _ DWG NO. 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(, c t �._ a e e `` B i Stevevtirt•Presddt ( As rho F-vekemen,_.?„ ti . lfte ..s._.�._. �., : �., ° G ! o: �2b$Ne#r9rat•Cgtuft is ail a 1 , . , � W� tral peconistruc . b�it�•wvartar c�tt c� t$arr SCALE 4 DATE DES LGN CHECK # DRAWN PROJECT T4 TLE 61 4 _ , J, x J ` in3 PREPARED FOR ( . kV L$U¢COW .._ n Cmpony, Inc. slewe Deviol•pi-esidew oche Exettement is. .e rt $2.0 Alain Strut a Cotuit.MA#i3�•��0-t30 e-rail:contralconstrucsonc000rnwi.com, 4 }i Webs ta:www-contralcapeconstruction,com SCALE � � r z" C DWG NO CHECKDRAWN l , v CIO O A Ob ff N {'Q Q 4 ;iaQ d" • C , J - P F yc, . pv oll i�DA\ �i w. t ON Y rf,Ina a, 0 • � e f77 74 y i W fig j I. E • .,,.. - -4 .r�ww -,. PROJECT TITLE Tt..E AC . 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FOR 0 a Z . dL " Com Im Sty Devlin Previdaot, S27he&,vW new is jt tg,. 820 Main strict Cmotuit,MA 608-420-1340 rs�tca nstrucbon,c*m waf��►te ,+mow �t 0 DAOWG NO, TE SIN CHECK # If YY ,'S DRAW t PROJECT TITLE 4 F. ! r � . i C � fV=vvcALofi Sry Devlin•Ar odom , � r y "The EroWr ent is BoiWngo _ y_ - 820 plain Streat s Cntult,MA•808-430=1340 f _ ' *-mail;contmiconstrucooncoftmall.com E Wobvito:w r.contratcape"w ruction'.corn 320 SCALE 41 Ai 0 DATE _ ..I hc NO.�, PROJEO; TITLE E Prop dke-ok--ae tu III D1V1 SIC N Ll Ij • t I 666 i i : : s ( i 1 , _ ' 2a PREPARED 'FOR f Central Condmdion Company, - � _ jam_.._. :. - • i i ti r Inc$ Sieve Devlin•Pre a 'e"t "rhe&ri ment is.fittsJl W r 820 Main Strow•Coto MA�608-420-1r wrr�u:�ntr� �tnactsrrn n,�i, s•n 1+obsits:www.centrmjcQpe nstrjjctjon.cam i SCALE jrP c •.� Fj DQTE Z l 61 t S DWG NO- nEsrGN )C LoE Pj DRAWN rECK � .. ._ JOB NO, . SHEET OF r PROJECT TITLE IAA S o} N3 - (/ ' n a PREPAR D' FOR j 14 Vt-LF Ge I Company, Inc j Steve dkevlin•President "the Excitement is BAWAne" 16� ti G�rt�p� OaL!C 820 Rfltlin Streit.Cetuit MA• •420m 4 p *-rnaw centrt $tnactian etii_s » Websits:www-csntralcatsewttruction.cam SCALE MATE 12 16/ _ DWG NO, DEStGN CHECK 1 ' DRAWN `_- JOB NO -___ SHEET OF PROJECT TITLE - r tw L`4`1 6 w 4 . PREPARED FOR t �. s t _._ Steve,%vhn•Prafderrt __.. T4 6 820 Mdln Street CotUHt,MA•508-420-1340 7lcatu�{6 �z��E(6' ' e�mei1:c entratconatructdonc rtHH: W*bslte:+ r.contrealcapeconstnactHon.e�rn Z SCALE •Q _ PATEDWG NO. CHECK PRAWN ` G J48 NG. _.. PROJECT TITLE 4"�W .__t PREPARED FOR -� � -_—_ - - ._ � ��d t L 1 'b y ?� !. + G--__�--�- d 1 t c � t , + t � �, �#�✓t1,t_�-� ��__ __ li�� �.1 J l ' t y - ! '..... �.- `...ti..' .`.._. s ? Steve ,D vhn*President 'The Twim— ent is su ffiong- 82�}A�a�tn Street a C>�tUtt MA ` .,. _ '_ .. . e-rrh�,4:C�?1[f�€L`�fl�??t11L'4t•O___� _ .._. .� T_. � Wobsite:www.r ntra lcopecenttrocthcn.c r, SCALE DWG NO, ` JOB NOSHEET O = PROJECT TITLE e (r—A it _ __..h(�°.__A qJA: P. a W���Y,+�b� �.. -. r ,. .. .... 3 � ...ry � d y •. , � .. � .• a .{"e _ 1 , j.n .. - M. -t -771 I , IL �, i a } i c t, it t 7 l e ; , t } + ii a i £ > s vLL1-:1 k t PREPARED FOR l i - ' 1 . ` t i , 20 Main Street°Cotult,MA•SOS-420-1340 4 t + �` _._i_, -•�__. $ —_ t—__ _ (- .-_�1 , . e-mail:contras atrucNon et1,c om W'Abliite: WUaIW.c&t3dt`n1C76 f1ffitrUCt14l1,Gt3t39 ¢ ,ra— SCALE h- r ' ` l 2-6 ' _ ir e - . a DWG NO. tiL CHECK J DRAWN JOB NO � SHEET OF PROJECT• TITLE 9a t y �y FOR t.._..�, ,�1.�. ._�t #2�'€'��l�L? , lkw" .... _4. __.__....._. ._.._i. r - �. �� p t � Ie Steve Devlin-'Presidiont • � � �._�---- - .. --�--L- � �—�--- ' - - "his �.ac�f��runt i�r.� r { 820 Main•Streot•Gotun.MA 609420-1340 -1 1Aebaita:www+.contruicap nstruction.catn SCALE ZZ _ - DATE 1 z'L/Tl t5 DWG NO, DESIGN : h DRAWN, JOB No _' SHEET OF PROJECT TITLE 15 s r1",p5 IZ la t b " u,G r•h,c V _ s,a x 4,1 z.<- ,rat iO4 fin/4- cs 3 Z PREPARED FOR i 3� E . _ _. 2� �s __... ilk` . l On "C# Steve X?evIin•Pre idem _ 820 Main Street•Cotutt.MA,508-20-1340 I __ `��sa�� i a.,rr�at3:centratoonauuctton rnsm.coa . -- _ A s - WebatY :► w-centratcapewst uctlon.cam SCALE .._ _........._....... ----_-..___.,. ILI �AATE I Z ze ! _ DWG NO. i DESMN CHECK - DRAWN d1pH NC SHEET OF J PROJECT -TITLE _ PREPARED FOR a Stew -krWin•Pres ent � e . ' -�, • - 820 Mairi Street*Cotuk,MA+ -42O-10 • _ — e-mail:contrawnsnuciwn coftrnate.car'n Websita:www contrelcapeconstruction. n • _I t DATE, DWG N6 - • - �Esr��v . ve m ��u a ` CHECK S 15 AA N . [ " NO SHEET OF PROJECT TITLa F 41 , i 1 PREPARED FORAlu ` 2 L� ? company" nce Steve D vibi-Premide y 1 • � s Exeita�ent Js� 1�la:gam E 820 Win,Street.Catvit.MA 4$06-420-1 0 fe- ell:c entraftnetnucUaMou nalt.c o n 1Z b-G= Webeite:www.cantrelcapectara tr ctlast,cea 77" SCALE LEM � y LZ-j-Zjj-_I � GNO. ' CHECx 3 DRAWN r• ..vn,rw.�. .....c.nn�- r r uwftury lnun r cyun r` t hG ! ,-.1— - , ..ww, ......... See the Framer's Pocket Guide for Product Trademark Information n' us 1z When sheathing thickness exceeds 7/8", 7 tom sheathing tongue at rim board Al-14ou Plate nail-16d(0.136'x 3y2") TH (6 .1 /at 16"on-renter` Floor panel nail-8d(0.131L" x 2Y2") at 6"on-center" J U ■�■"D`R tYa"TimberStrand® LSL or u IYe"TJe rim board.* UJ a Toe nail-10d f0 131"x 3"1 ats'•oncenter' This layout and associated materials list has � been prepared based upon project plans O A3.1 A3.2 A3.3'Conventional construction code minimum for use with A3 only.See the Weyerhaeuser l n3 Ai and/or information provided to R7'i Falmouth Lumber I It remain installation specifications and applications. of the responsibility of the builder, contractor, architect, designer, owner or other affiliated person to review this �7 information prior to starting construction in order to assure that it is appropriate, accurate and complete. j Load bearing or shear wall above Blocking panels may I Framing Connector Summary (must stack over wall below) be required with shear walls above or Qiy Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Su¢por ring Mtl Backer Blks Filler Supported Mtl Web Stiff below-see detail Bt oiucniny bane; 1 Simpson NUS1.81/10 Designed 30-lOd common - 10-IOd common - - LVL No No 1 3/4°x 14.2.0E Microllorr�LVL No 2x4 minimum 3 Simpson IU52.37114 Designed 12-lOd x 1-1I2 - - - LVL No No 14'TJI®230 No � --- — W0 C5*�� � squash blocks N� Ni Web stiffeners iQ N ieyunui tre�i�ai.z ai f,d/ n'I � Q B1 W and B2W � IRC media requires lateral restraint(blocking)at all B1 B2W intermediate supports in Seismic Design Categories Products DO,D1,and D2 to strengthen the floor diaphragm. PbtID Length Product Plies— NetQfy gj d J2 9'71t2° 14'TJI®230 1 3 m -a 0 MI-2 2V 91/2" 13/4°x W 2.0E Micr-ollam®LVL 2 2 C 4) O N 'A M2 3'10 3/4" 13t4°x 14"2.0E MicrollarnO LVL 1 1 q or d Load bearing or shear wall I M3-3 22'0° 13/4°x 117/8°2.0E Microllorr�LVL 3 3 V above(must stack over TSRiml lfi'0° 1 1/4°x 14°1.3E Timber5trond LSL 1 7 wall below when present) !` v �Fnrr of ini5t,9 N at centerline h t of support Accessories m O S d OBla ing PptTn 1 eth Prni pliy9 Nt Qtv O_ 4- '•Ftl�y• n U � �-� m 22' 0" 23/32'x48'x96'Weyerhaeuser Edge bold Panel(0/ V0.y• C di -0c Oa in 11 1= E I A3 TSRimi L --- --- . A ICU LEVEL NOTES ' '> d z s N O I I Load from above A3� g N �' Current Date: 2/12/2016 a a c t File Name: C10 ENTRAL-319ARROWHEAD.jvl Q o f- 11 8 Level Name: SECOND FLOOR > } y- L d j TJ-Pro Rating(Weighted Average): 43 a a: Q Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating.=41,joist=J1(i156) d E 5, 5 11 2x4 minimum Maximum Level TJ-Pro Ratio &Joist TJ-Pro ratio 68, olst=J21176 W -0 o u squash blocks _ _ .:_ ____._._. I! I 9 9 I { ) v oc� Use 2x4 minimum squash blocks to --- Building Code-Design Methodology: IBC 2009 0' 'o'a c i L a z L o transfer load around TJbk joist FLOOR n .* O -- Floor Container: FC1 a v u L UselOccupancy: ResidentialLivingAreas _ h g c a, 400 ILhl_live L sari&1?0Ih/ftz Dead Lead L} '� Floor Area 1 nasr�nn ia_• ._ _ ._ E_ a Maximum Allowed Deflection: U480 Live Load&L/240 Total Load _ U .� 4 t d cs u ass TJ-Pro Rating Information: tea > t— +- tol...:..4.F.�l A....rn.. A 1� Q .V d fi+ i Y i c.y...c.. 43 h i C � N � .. Ol EL d U -p rn Directly Applied Ceiling: Gypsum 1/2" >t - L_ cot o 0 o Decking Attachment Glue and Nail a nA3�- ✓ N Decking Malerial: 23t32'k4ax96"vtieyerlraeuser Edgeixno e-anei(vi2�+)Tau SF Perpendicular Partition: No 0 Strapping at max 8'o.c.: Flat1x4 m 'Mocking at max 8'o.c.: No ac of Poured Flooring: No 1I a ,1 M3-3 n1 2' 9" 16' 6" , 2' 9. of O O —1 U. _ M U. Ln n WARNING Joists are unstable until braced laterally Z Bracing Includes: O • Bloclang Sheathing • Strut Lines •Hangers •Rim Board Rim Joist 10 Q $L," tqLu DO NOT walk an joists DO NOT'vzilk cr,jc9s*.s DO NOT sack buifd ng that are lying flat. materials on unsheathed � � � ~ X Z until braced. Y 9 INJURY MAY RESULT. joists.Stack only over W V Q M 2 beams or walls. WARNING NOTES: Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines: L d 1.Ail blocking,hangers,rim boards andrim joists at the end supports of the TJIm joists must i;e cixnr ly instated and prop€rtpropertynailed 2.Latenal strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Q (Aaccomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. Z rn Z O 3.Safety bracing of 1 x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Without this bracing,buckling sideways or rollover is highly probable under fight construction loads-such as a worker or L one layer of unnailed sheathing. 4.Sheathing must be completely attached to each TJlo joist before additional loads can be placed on the system. V � 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Sheet: Q 6.The flanges must remain straight within 1/2"from true alignment. A Weyertlaeuser,il-evele,RAlcroliarno,Parailam4li,Silent FioorO,TimberStrando,TJI9,TJet and Trus Joists are of 2 registered trarlvmarks of Weverhaeuser NR. ©2012 Weyerhaeuser NR Comparryr. All rights reserved. J 5ee he Framer's Pocket Guide for Product Trademark Information - A complete Javelin® framing s Pocket Guide Ian requires the Framer When sheathing thickness exceeds 1/", trim sheathing tongue at rim board L a Plate nail-16d(0.136'x 3Yz") LMOUTH at 16"on-center' Floor panel nail-8d(0.131" x 2Yi� at 5'on-center" � s 1Y�"TimberStrande LSL or UMBER 0) As"TJa rim board.* UJ 3. Toe nail-10d(0.131"x 3") O O O O at 6"construction n co A3 A3.1 A3.2 A3.3 Conventronatat 6"ouc ent er*deminimum for use This layout and associated materials list has 0 been prepared based upon project plans tv with A3 only.See the Weyerhaeuser TJI® p P p p l Specifier's Guide,#TJ-40W,for A3.1-A3.3 and/or information provided to ` instaNation specifrcations and applications. Falmouth Lumber Inc. It remains the responsibility of the builder, 3 contractor, architect,designer, owner or o other affiliated person to review this information prior to starting construction in Mot order to assure that it is appropriate, Load bearing or shear wall above Blocking panels may __— accurate and complete. (must stack over wall below) be required with Framing Connector Summary shear walls above or Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Slope Supporting Mtl Backer Elks Filler Supported Mtl Web Stiff below-see detail 61 ---- - — -- __- *rs anel I Simpson HUS1.81/10 Designed 30-10d common - 10-10d common - - LVL No W 13/4'x 14'2.0E MicrollarrP LVL No 2x4 minimum 3 Simpson IU52.37/14 Designed 12-lOd x 1-1/2 - LVL No No 14'TJI®230 No squash blocks Q N ,�11 B1 W and 82W a N B1 B2 C O IRC 502-7 requires lateral restraint(blocking)at all Bt B2W intermediate supports in Seismic Design Categories DO,D1,and D2 to strengthen the floor diaphragm. Products PlotID Length Product Plies NetQ1y J1 21'91/2" W TJIO 230 1 I6 A - 40 J2 9'71/2" 14"TJI®230 1 3 m $ n MI-2 21'91/2' 13/4"x 14"2.0E Microl[am(&LVL 2 2 CO Y O) O M2 3'10 3/4" 13/4"x W 2.0E Microllam®LVL 1 1 3 u y 2 Load bearing or shear wall M3-3 22'0" 1 3/4"x 117/8"2.0E Microljam®LVL 3 3 V W above(must stack over wall below when present) iml 16'0' 1 l 4"x 14"1.3E Timber5trond®LSL 1 7 40 rn End of joists at centerline of support d O o 0 h o -C d panel 22' 0" PbtID Length Prakrct Plies NetQty F � Blocking uessorres N - 23/32'x48'x96'Weyerhaeuser Edge bold Panel(0/24)T66 SF 1 17 u T .%n W c L -0 a O U O IA3i TSRiml -- o"i c. a :—: p k m o d TSkiml --- n-_——. d V) -0 £ o . N �- L O L O -Load from above A3 I; N t'7 _ 4- O C C L t N m cv p LEVEL NOTES o y );fi, 11 8" 'O In Current Date: 2/12/2016 L 4_ r__ - a File Name: CENTRAL-319ARROWHEAD.jvl n 'y M1-2 HI' Level Name: SECOND FLOOR d p .° -a o>i E ° o W TJ-Pro Rating(Weighted Average): 43 � L �, o 2x4 minimum Minimum Level TJ-Pro Rating&Joist: TJ-Pro rating=41,joist=J1(i156) d �►- c r- a squash blocks m S O _ c7 Maximum Level TJ-Pro Rating&Joist: TJ-Pro rating=68,joist=J2(i176) -0 4- �- v o Use 2x4 minimum squash blocks to - u C - o transfer load around Ulojoist Building Code-Design Methodology: IBC2009 > Q o — o FLOOR y L.Q o o V) Floor Container. FC1 c t o rn ---- a o u L c Use/Occupancy: ResidentialLivingAreas + d O C 6 Floor Area Loading is: 40.0 Ib/fe Live Load&12.0 Ib/fe Dead Load d a V) a Maximum Allowed Deflection: U480 Live Load&U240 Total Load d kn o v %n TJ-Pro Rating Information: o U a s Weighted Average: 43 h ? ~ L o ( b Directly Applied Ceiling: Gypsum 1/2" •� s z a n Decking Attachment: Glue and Nail cs N A3 I A3 Decking Material 23/32"k48`x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF <? ( Perpendicular Partition: No ti Strapping at Imax 8'o.c.: Flatlx4 Blocking at max 8'o.c.: No °p Poured Flooring: No H e a I ,III i' i M3-3 n1 2' 9" 16' 6" 2' 9" O O LL t" fA u DC U. d > o > u e in WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Strut Lines • Hangers •Rim Boant •Rim Joist DC UJI s L�ry rW fi � Q 3 DO NOT walk on joists DO NOT walk on joists DO NOT stark building 0 Z until braced. that are lying flat materials on unsheathed tX "t INJURY MAY RESULT. joists.Stack only over j -C beams or walls. V -3 _ WARNING NOTES: Lack of proper bracing during construction can result in serious accidents.Observe the following guidelines: 1.All blocking,bangers,rim boards and rim joists at the end supports of the TJIm joists must be completely-installed and property nailed. 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. H 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. } y I Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or y 13 1 one layer of unnailed sheathing. 13 4.Sheathing must be completely attached to each TJlo joist before additional loads can be placed on the system. TO1% Q 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 6.The flanges must remain straight within 112"from true alignment. Sheet: A Weyerhaeuser,iLevela,Microllame,Parallame,Silent Fioore,Timber5trand8i,T111D.TJO and Trus Joisto are registered trademarks of Weyerhaeuser NR. ©2012 Weyerhaeuser NR Company. All rights reserved. 1 of 2 V GENERAL NOTES ALL LOCATIONS ARE BASED ON AN "ON THE GROUND INSTRUMENT SURVEY . ZONING DISTRICT: RB M; FLOOD ZONE: ZONE X (NON HAZARD) LOT COVERAGE: LOT AREA = 11,150 S.F EXISTING DWELLING, FOUNDATION & SHED = 1,601 S.F. (14.3%) ftv PROPOSED ADDITION AND DECK = 605.7 S.F. 4Cf PORTION OF EXISTING STRUCTURE TO BE REMOVED = 9.2 S.F. TOTAL PROPOSED LOT COVERAGE BY STRUCTURES = 2,197.5 S.F. (19.7�) sue , DEED REFERENCE: BK. 29284 PG. 21 PLAN REFERENCE: BK. 159 PG. 41 LOCUS MAP NOT TO SCALE PARCEL 66 - i N77.12'24"W 0 148.71' APpRQylk, E43 ot4AS Ul�r`n C4A O S E�"G ° PA RCEL 62 ^ � 2os S N a � O 0 cYiMON Eb . N ao � _.. FoUN°a77oN , 81,5, a o 6-1 Q - N aSam _ Vr 2 5 26' j D LNG �' W THIS PLAN MAY NOT BE AI)OEg TD,'DELETED FROM. OR ALTERED IN ANY WAY 8v ANYONE OTHER /, Q THAN CAPE B ISLANDS ENOINEERING. INC. a PARCEL 65 "'�`�'" ( j #31 G j p y� UNLESS AND UNTIL SUCH TIME AS AN ORIGIN& (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS. MUNICIPAL OR PUBW OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED _ 11 1 , 150 S.F. /� v 0 HEREIN: AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. m c' % , z LvIL d' 2 8/12/16 ADDED PROPOSED ADDITION a DECK MC MC 148.64 9 co • Q V 1 4/4/1 B AS-8UI T EXISTING FOUNDATION WD MC S 7• EX'ST►NG — SION► DAra DEscRrPrroN ar APPR " P A � �l --�24 � E RNEyygy C� m oIFNaR oa RaCORD: Q a FABIANA ALVARENGA 318 ARROIIrIEAD DRIVE PARCEL 6,3 �I Xr"AWS, .ru. 02601 APPUCANT. FABIANA ALVARENGA 318 ARROIIRaAD DRM Ar"AUS, MA. 02601 PRO✓aCT.• CERTIFIED PLOT PLAN 319 ARROWHEAD DRIVE IN BARNSTABLE, MASSACHUSETTS LEGEND �C F Al SRaaT NO.: 1 OF 1 DATE: 2 16 18 �. s ���.r.- ` EXISTING PROPOSED DESCRIPTION �,1� D . ARRO 18 SCAM. AS NOTED f MATTN�.Ar C. APPROWD BY' YC CRS0L3zD BY MC DRAWN BY WD 50.5 50x5 SPOTGRADES 5 �2 PRSPARSD BY' O CONCRETE BOUND �✓a� � x CAPE & ISLANDS ENGINEERING S SEPTIC MANHOLE PQ `-- � CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING ^. UTILITY POLE 1NCVRFORA7M i HEREBY CERTIFY THAT THE ABOVE STRUCTURES ARE LOCATED ON THE GROUND AS SUMMERFIELD PARK (508)477-7272 HYDRANT SHOWN. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE OF DEFINING AN ACCURATE B00 R ERFIE TH ROAD,SUITE 301C www08)47 -7 o 2 ON THE GROUND LOCATION OF THE STRUCTURES SHOWN HEREON. ALL OFFSET LIGHT POST 0 20 50 100 DIMENSIONS ARE BASED ON AN "ON THE G U INSTRUMENT SURVEY. MASHPEE,MA 02649 email:lnfo@CapeENG.eom DRAIRNG MLa: ® CATCH BASIN SCALE: 1 " = 20' � CERTIFIED PLOT PLAN CONTOUR MATTHEW C. COSTA P.L.S. DATE 7 Z _ — EXISTING FENCE __ __ ASSESSORS rN►1�DRYATION.• MAP 270 PARCEL 85 r GENERAL NOTES = 4 N ALL LOCATIONS ARE BASED `ON AN "O ;= THE GROUND INSTRUMENT SURVEY . �. ZONING DISTRICT: RB �` .. FLOOD ZONE: ZONE X (NON HAZARD) df R " LOT COVERAGE: LOT AREA = 11.150 S.F EXISTING DWELLING & SHED = 1,029 S.F. (9.27.) PROPOSED GARAGE = 572 S.F. Y `4/ PROPOSED TOTAL LOT COVERAGE BY STRUCTURES = 1,601 S.F. 1 c DEED REFERENCE: BK. 29284 PG. 21 PLAN REFERENCE: BK. 159 PG. 41 f LOCUS' MAP NOT TO SCALE E' r'` Cra ARCED 66 ` % 1 i { N77.12'24"W h SH/ST//yc ° rfr O o fD � J PgRCEL 62 K 2os s X. . N PARCEL 65 �. 11 , 150 S.F. co APPROXl 1E 1r xa P lER AS CfXlsjjly� j C7 1 5 '' k J � DNG �� 0� 2 + !` THIS PLAN MAY NOT BE ADDED T0, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER i3 9wNc o ;o Vic. INC. THAN CAPE At ISLANDS ep ^ Q % UNLESS AND UNTIL SUCKJIME AS AN ORKUNAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR PERSOM MUNWAL OR PUBLIC OFFlCUL MAY RELY UPON THE INFORMATION CONTAINED N / p HEREIN. AM THLS PLAN REMAMIS THE PROPERTY OF CAPE AND ISLANDS EMNEER04. INC. MM0. CV / S2148,64 fXIS7j � V ,�.24~E SPAVED AY yw01V DA!! DESCRIPTION Dr APPR CID OWNER OF RECORD. t Q Q FABIANA ALVARENGA PARCEL 63 `f 819 ARRO>rMEW DRIVE RrANNIS, MA. 02601 jAPPLICANT.• FABIANA ALVARENGA 319 ARROWHRAD DJUVJr f� ErANNIS, MA. 0$601 PROJECT: — CERTIFIED PLOT PLAN 319 ARROWHEAD DRIVE LN BARNSTABLE, MASSACHUSETTS LEGEND OF AMIA SHZZT NO.: 1 OF 1 WE: 2116116 EXISTING PROPOSED OESCRIP110N ®4� �cyGs 1 SCALE: AS NOTED 50.5 50X5 SPOTGRADES UATTHEW C. APPROVED Dr. MC COA D BY WD El CONCRETE BOUND v No. 52282 PREPARED Br- It SEPTIC MANHOLE sS °4 CAPE & ISLANDS ENGINEERING 3UFN ENGINEERING-LAND SURVEYING ENVIRONMENTAL PERMITTING UTILITY POLE I HEREBY CERTIFY THAT THE ABOVE S ARE LOCATED ON THE GROUND AS 7W HYDRANT SHOWN. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE OF DEFINING AN ACCURATE SUMMERFIELD PARK (508)477-7272 I ON THE GROUND LOCATION OF THE STRUCTURES SHOWN HEREON. ALL OFFSET 800 FALMOUTH ROAD,SUITE 301C www.CapeEngcom LIGHT POST 20 5O 1 �� DIMENSIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY. MASHPEE,MA 02649 email:Info@CapeENG.com CATCH DRANC TITLE: coNTouR BASIN SCALE: 1 " = 20' CERTIFIED PLOT PLAN EXISTING FENCE MATTHEW C. COSTA P.L.S. DATE -z I _ ASSESSORS INFORJUTION: MAP 270 PARCEL 65