Loading...
HomeMy WebLinkAbout0233 WHEELER ROAD � �-� �� ��e� �22 �� `� .. _ _ ........__�.��. __ _ -�---- _. R _ _ _�.�.�....._...�- - _ �R ...-- -� _ i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- Map b a Parcel 0 2 D UPP`j ). 133AROSTABLE Application # Health Division - Date Issued �V Conservation Division Application Fee r Planning Dept. .. Permit Fee f Date Definitive Plan Approved by Planning'Board Historic - OKH _ Preservation / Hyannis Project Street Address cZ 3- Qhe¢. u- 1�-d Village Owner Q-1 rQ,l Mtn Address o�.3 3 kG¢AgY ���1!SfUh 1►�11�s1•M� Telephone S �pS/ s -S 7a- Permit Reques 0 0 )c 0 Square feet: 1 st floor: existing prop sed 2nd floor: exi {ing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 23� `ADD Construction Type So tQ.r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ' o Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 4 No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sgft. Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 414 Recorded ❑ Commercial ❑Yes XNo If yes, site plan review # Current Use Proposed Use c T�SiCleyl'il�.l APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name lsolez� C,Y1"U L1f Telephone Number Address 0 ?Wt&, License# F—d n - Q a r RD P kK YI , 04 Home Improvement Contractor# t�� _ =ASY Email Q'1141CA A _e ok�. Worker's Compensation # (D 0 Uu 6- q 9 H ?5.5-8-14 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I � r SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED -MAP/PARCEL NO. r ADDRESS VILLAGE OWNER DATE OF INSPECTION: . FOUNDATION FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH -- FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT 4 tv' ASSOCIATION PLAN NO. 8 'ON NOU"IS103d (18VOG ONISN3011 CINV NOU.. .• ,. • ( • • ljVLs Massachusetts -Department of Public Safety_ ._. Board of Building Regulations and Standards ' (adAJoiul,d-aweuaau!8J1) (elep pua mno6) Construction Super\-isnr Qq0 9�71�{1 License: CS-060i624rs t�•i3Z1•G��L cr, EDWARD L KEL�,�Y _.^ �, �` �i�c-A ,myewva 310 KELLY RD �Lrf'1.J NORTNBRIDGEIVIA Ov i 411e8H pue flaleS uollonnsuoD ue Xie;eg leuoilednoa0 inoLi OL ul asmoo 6ululeal yl p se6palMou>Ioe paea slyl � �i ��'�'��� Expiration a pajeldwoo Rlinissao�ns seg jualdi�a�ayi leyl J,.G..� � 04/11/2017 ` Commissioner ••�i°"'�"'"°" 5�Lzs�tioo-9� ',.�pu.„ n Office of Consnn cr A/ffnirs/&II tjsine,,;s License or registration valid for individul use only rbME IMPROVEMENT CONTRACTOR before the ez iiration date. If found r' 1 eturn to: egistration: 149865 Type: Office of Consumer Affairs and Business Regulation Expiration: 2/16/2616 Private Corporaticl 10 Park Plaza-Suite 5170 Boston,MA 02116 EKC CONSTRUCTION.MANAGEMENT INC EDWARD KELLY 'v • f'3 t : y 310 KELLY ROAD _ - NORTHBRIDGE,MA 01534r _ _ _ EErrg� Undersecretary Not val without signature ' �n+e r�,fti Town of Barnstable Regulatory Services ` ASS.� M ` Ricbard V.Scali,Director r�ATfD39. 0. ]Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-190-6230 Property Owner Must Complete and Sign This Section If Using A Builder Craig Huntley as Owner of the subject property hereby authorize Solect Energy LLC to act on my behalf, in all matters relative to work authorized by this building permit application for. 223 Wheelait Road,Marston Mills,MA j (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 inspectio are pe rmed and accepted. lure o er ignawre of Applicant riot fYme Print Name Date Q:FORM&O WNERPERMISSIONPOOLS Office of Consumer Affairs and Business Regulation 10.Park Plaza - Suite 5170 Boston, Massachusetts 02116 , rv" Home Improvement C6n�tractor Registration Registration: 183188 Type: LLC 0-*) w Expiration: -9/8/2017 Tr# 270348 SOLECT ENERGY DEVELOPMENTLLCY. �, f EDWARD KELLY f 89 HAYDEN ROWE STREET w HOPKINTON., MA 01748 • Update Address and return card.Mark reason for change. Address Ej Renewal Employment ❑ Lost Card SCA 1 0 20M-05/11 —_ _-- V/Le�p�wnzo�etaeull�o�C�/Gla:utic�uae/h Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Vegistration:_183188 Type: Office of Consumer Affairs and Business Regulation xpiration•.,:-978/2Q1.-7w LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 SOLECT ENERGY DEVELOPMENT;'UC. •V EDWARD KELLY .89 HAYDEN ROWE STREET` HOPKINTON;MA 01748 - ' . . Undersecretary Not valid wi out Signature l .fir f '4� I CERTIFICATE OF LIABILITY INSURANCE' D/31//DD15 7/31/2015 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(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Provider Group PHONE (761)444-0347 AICFAX, o:(761)444-8961 160 Gould Street E-M,ADAIL Suite 130 INSURERS AFFORDING COVERAGE NAIC# Needham MA 02494 INSURER A.Landmark Insurance INSURED INSURER B:Liberty Mutual Solect, Inc. , Clean Energy Installs LLC, INSURER C:Hartf ord Insurance Solect Energy Development LLC SED Two LLC INSURERD:Hanover Insurance Company 89 Hayden Rowe St. INSURERE:RSUI Insurance ,Hopkinton MA 01748 INSURERF: COVERAGES CERTIFICATE NUMBERt4aster REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY) IMMIDDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA AGE To RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 250,000 A CLAIMS-MADE OCCUR LRA110023 /9/2015 /9/2016 MED EXP(Any one person) $ 5,000 PERSONALBADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE POLICY X LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 O PR LOC $ i El AUTOMOBILE LIABILITY Ea COMBINED INEDISINGLE LIMIT 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED F—,-1 SCHEDULED BAS56258949 /4/2014 /4/2015 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Uninsured motorist BI split limit $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 E []EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION 07056E /9/2015 /9/2016 $ C WORKERS COMPENSATION X I WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NORY LIMITS I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N I A (Mandatory In NH) 6S60UB-4194P55-8-14 /1/2015 /1/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS!stow E.L.DISEASE-POLICY LIMIT $ 1,000,000 D Installation Floater -9676953-04 /1/2015 /1/2016 Job Site $1,000,000 Aggregate $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE William Darcey/ERNIE ACORD 2!i(2010/06) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25r9ninnstrrm Tho Ar`npn nama 2net Innn oro►anie}ararl m2rlre of Annon Town of Barnstable Geographic Information System July 31, 2015 083012 #0 083007 #970 082010 #131 082008001 #233 082025 082022 _ #135 #217 082023 082008 #193 #23501111 I i �9y WHEELER RD 082007 s #249 i ® 082006 #259,# 082012 082011 #178 94 4# #206 082013 #248 0 74 Feet 08227 5 082014 #276 40 DISCLAIMERS:This ma is for planning g Map:082 Parcel:008001 Selected Parcel p' g purposes only. It is not adequate for legal � boundary determination or regulatory Interpretation. Enlargements beyond a scale of Owner:HUNTLEY,CRAIG W&ELLIS, Total Assessed Value:$800600 1-100'may not meet established map accuracy standards. The parcel lines on this map W E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.71 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:233 WHEELER ROAD such as building locations. Buffer mil/ I The Commonwealth of Massachusetts = Department of IndustrialAccidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):SOLECT ENERGY LLC Address:89 Hayden Rowe Street City/State/Zip: Hopkinton, MA 01748 Phone#:508-598-3511 Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 40 employees(full and/or part-time)." 7. ❑New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in 8. []Remodeling any capacity.[No workers'comp.insurance required.] 9. Demolition 3.�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t ❑ ❑4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.a I am a general contractor and I have hired the sub-contractors listed on the attached sheet.These sub-contractors have employees and have workers'comp.insurance? 13.[]Roof repairs 6.[:]We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑✓ Other PV Solar Install 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Hartford Insurance Policy#or Self-inns.Lic.#:6S60UB-4194P55-8-14 Expiration Date:4/1/2016 Job Site Address:V d 1 .� �(� City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the olicy nuriiber and ex iration date .P ) Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby cent' under the p ns and pe lties of perjury that the information provided above is true and correct. Si nature: Date: Phone#:508-59 -3511 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r Message Page 1 of 1 Mckechnie, Robert To: ekelly@solect.com Subject: 233 Wheeler Road, MM, Application Ed, The following information is required to complete the review of this application: 1.) Please supply another engineer's letter that has the appropriate property address. You have not supplied the information on the panels or the mounting system. Please supply the manufacture's brochure for both. This should also list the compliance with the 110 mph wind zone. If this is not available then a letter from the engineer detailing compliance will be required. Xi�-- The house detail should show the orientation of the drawing (i.e.: front of structure)to assist in location and pecting. j0 a t O nce the information is received I can proceed with the review and issue the permit. hanks, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 9/30/2015 James A. Marx,Jr. P.E. Professional Engineer 10 High Mountain Road Ringwood,NJ 07456 E-mail:jamlight@bellatlantic.net January 10,2009 Unirac, Inc. 1411 Broadway Blvd.NE Albuquerque,NM 87102 To: Building Department or Others: RE: Engineer's Notice of Evaluation for UniRac SolarMountTM Universal PV Module Mounting System for application to Massachusetts State Building Code 780 CMR 7'h Ed. and One and Two Family Dwellings 7 h Ed. Dear Sir: I have evaluated the Unirac SolarMountTM"Code-Compliant Installation Manual 227", copyright February 2008 and certify that the information and results are accurate. To determine the design level forces,the appropriate wind speed and ground snow conditions must be determined as prescribed by local jurisdiction requirements and applied in accordance to the 7th Ed. of the Massachusetts State Building Code. The Massachusetts State Building Code for One and Two Family Dwelling requires that wind loading be determined based upon Table 5301.2(4)Basic Wind Speeds and Table 5301.2(2)Component and Cladding Loads for a Building with a Mean Roof Height of 30 feet in Exposure B and Table 5301.2(3)Height and Exposure Adjustment Coefficients for Table 5301.2(2)of which replaces Unirac's Manual 227 Table 2 and Table 3 that follows ASCE 7-02/05 requirements. The Massachusetts State Building Code is dependent upon conditions of spatial form,height,exposure category and other structure parameters that are specified in the code provisions and illustrated in Figure 5301.2(8). For other building types not included by the Massachusetts State Building Code for One and Two Family Dwelling, the determination of basic wind speed should be determined by the 7th Ed. of the 780 CMR Massachusetts State Building Code that is referenced in Section 1604.10 and Table 1604.10 and replaces Unirac Manual 227 Figure 1. The determination of wind loading can be determined by Unirac's Manual 227 Table 2 or c 1AI"I Table 3 using the aforesaid wind speed if the ASCE 7-05 Method 1 conditionssare•met'_"`°-" James A. Marx,Jr. PE Page 2 of 3 The 7 h Ed. of the 780 CMR Massachusetts State Building Code should be used to determine the snow loading on the solar panels that is imposed on railing and roof mounting supports and conditions of balanced snow,unbalanced snow and drift loads that will need to be determined for either One and Two Family Dwelling or for other building types. For determining the Total Design Load,the Unirac Part II procedure shall be replaced with 7`h Ed.of the 780 CMR Massachusetts State Building Code, Section 1605.3 that has Load Combinations Using the Allowable Stress Design(ASD)for which the determination of distributed load on the railing,w(plf)and the uplift point load shall be obtained for the selected use of railing in Unirac Manual 227 Table 8 and Table 9. The anchorage requirements for the installation are properly represented in the Unirac Manual 227 Table 12 that furnishes Lag Bolt pull-out loads(withdrawal capacities)in typical roof lumber(ASD). The Unirac design verification is based on: I. ASCE7-05—ASCE Standard II. "Steel Construction Manual," 13th Ed.,American Institute of Steel Construction,Chicago, IL,2005. III. "Aluminum Design Manual",The Aluminum Association, Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr. Walter Gerstle,PE,Department of Civil Engineering,University of New Mexico,Albuquerque,NM Use: Unirac SolarMountTM is evaluated for use in locations where wind pressure requirements do not exceed 50 psf or snow load conditions do not exceed 45 nsf ground snow loads. For loading in excess of either of the above stated conditions,Unirac,Inc. should be contacted for suitability of installation. I James A.Marx,Jr.PE Page 3 of 3 By this letter,I certify that the Unirac SolarMountTM assembly,when installed in accordance with the Installation Manual 227 and with the aforementioned application of the loading determination that will meet the requirements of the building codes adopted by Massachusetts. Others should evaluate the structure to which the Unirac SolarMountTM system is to be connected on a case-by-case basis,per Part I—Installer's Responsibilities of the Installation Manual,to.ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. Sincerely, James-A.Marx,Jr. Professional Engineer MA License Number 36365 cc:James Madrid,Unirac i T Design, LLC Structural Engineer 1248 Randolph Avenue, Milton, MA. 02186 quoctuanpe@gmail.com Phone: 617-797-6637 July 22, 2015 Town of Barnstable e Building Department 200 Main Street, ' } Hyannis, MA. 02601 Re: Existing roof structure 233 Wheeler Road =� Marston Mills MA To the Town of Barnstable Building Inspector; Based on roof framing plan provided, I certify the existing roof structure located at 233 Wheeler Road,Marston Mills, Massachusetts will adequately support the additional loads of the new solar PV system in accordance with the 81h Edition of the Massachusetts Building Code and 2009 International Building Code. The Unirac system that was used to support the solar panels will adequately resist 115 mph wind. The following loads were-used to calculate the capacity of the roof system. 1. Roof Dead load= 2.0 psf 2. Collateral load=2.0 psf 3. Ground snow load =30 psf 4. Design snow load=25 psf(Control) 5. Wind speed= 115 mph 6. Panel weight=2.8 psf If you have any questions, please call me at 617-797-6637. Regards, .,, SH Of MA�'4C o TUAN V. NGUYEN m STRUCTURAL - No.45563 q�9Fc/STER�c Tuan Nguyen (Structural Engineer License 45563) T Design, LLC Structural Engineer 1248 Randolph Avenue, Milton, MA. 02186 quoctuanpe@gmail.com Phone: 617=797-663.7 July 22, 2015 Town of Barnstable Building Department 200 Main Street, Hyannis, MA. 02601 Re: Existing roof structure Wheelan Road Marston Mills MA To the Town of Barnstable Building Inspector; Based on roof framing plan provided, I certify the existing roof structure located at 2 Wheelan Road, Marston Mills, Massachusetts will adequately support the additional loads of the new solar PV system in accordance with the 81" Edition of the Massachusetts Building Code and 2009 International Building Code. The following loads were used to calculate the capacity of the roof system. 1. Roof Dead load = 2.0 psf. 2. Collateral load=.2.0 psf 3. Ground snow load= 30 psf 4. Design snow load= 25 psf(Control) 5. Wind'speed= 115 mph 6. Panel weight= 2.8 psf ` If you have any questions, please call me at 617-797-6637. Regards, Tuan Nguyen (Structural Engineer License 45563) N�µ OF MqS sqC 02 TUAN V. tiG NGUYEN m 0 STROCTUR L W -� 221�5 No.4556 9 2 A90,cFFCis S qL i (a LG Life's Good TIVI mono NeoN • •NlC / LG29SNlC LG290NlC8• _ LG Electronics,Inc. (Korea Exchange:06657.KS)is one of the globally leading companies and ao®®® r technology innovator for electronics,information ® and communication products.The LG Electronics NUNN ® currently employs more than 91,000 people r worldwide in 117 companies. In fiscal year 2011, Hume r® 48.97 billion USD of revenue was achieved. HBO® ® LG is one of the world's largest manufacturers of HBO mobile phones,flat screen TVs,air conditioners, washing machines and refrigerators.As a future- HBO® ,e oriented company,LG enables others to use ®� technology consisting of renewable energies. sells LG's high quality solar products are being ® manufactured in LG's leading production facility HHN in South Korea. APPROV CULUSCE ED PRODUCT DE aT NM 564573 BS EN 61215 Photowltaic Modules LG's High Efficient Cell Technology �O ¢O Convenient Installation ® =_ Driven by LG's own N-type technology,LG's high- LG modules are carefully design1id to benefit efficiency modules will provide customers with Vinstallers by allowing quick andt easy installations C) CellTechnology �J high economic benefits. Insteuonen throughout the carrying,grounding,and connectinga a p. stages of modules. � t.n `i6;i'ak9 Light and Robust 100% EL Test Complete t • With a weight of just 16.8 kg,LG modules are im All LG modules pass Electroluminescence,-�proven to demonstrate outstanding durability inspection.This EL inspection detects cracks and Light Weight EL Tosf against external pressure up to 5400 Pa. other imperfections unseen by the naked eye. Reliable Warranties Positive Power Tolerance LG stands by its products with the strength of a LG provides rigorous quality testing to solar iLinoar Warnnty global corporation and sterling warranty policies. modules to assure customers of the stated power LG offers a 10 year product limited warranty and a Posilhe Power outputs of all modules,with a positive nominal 25 year limited linear output warranty. T.I.— tolerance starting at 0%. - � MTm ono..,... LG30ONlC LG295NIC • • : • 0 Mechanical Properties 0 Electrical Properties(STC*) Cells 6 x 10 300 W 295 W 290 W 285 W 280 W - _._._._._._.._...._.. _._...._._._._....._.............................._...... ................................................................................................................................................................................. Cell vendor LG MPP voltage(Vmpp) 32.0 31.9 31.8 31.6 31.5 ................................................................................................................................................................................. Cell type Monocrystalline - MPP current(Impp) 9.42 9.30 9.19 9.09 8.97 Celldimensions 156 x 156 mm2 P6 x 6 in ........................................................................................................................................................................ --------------- --------------------------- Open circuit voltage(Voc) 39.5 39.3 39i2 39.0 38.9 # f bu osbar 3 ......................................................................................... ... _ _.................................................................... """""-""""""-------""'"--" ----'-' ."-_--__""_"-"_"""""'--------- Short circuit current(Isc) 10.0 9.91 9.80 9.68 9.56 Dimensions(L x W x H) 1640 x 1000 x 35 mm ................................................................................................................................................................................. _......__._._._...._._._._._._._._._._..._..._.-._._.-....._... 64.57 x 39.37 x 1.38 in Module efficiency(%) 18.3 18.0 17.7 174 17.1 ............................................................................................................................................................................. Static snow load 5400 Pa/113 psf Operating temperature(*C) -40-+90 --- . ........................................................................................ ... ... ................................................................... Static wind load 2400 Pa/- .................._._.__..-......._.-...... ................ .. ...... Weight 16.8±0.5 kg/36.96±1.1 lb Maximum series fuse rating(A) 15 ...._-- -•--- ------- --•----•----•-----------' ... ......................................................................... .`....................................................... Connector type MC4 connector IP 67 Power tolerance % 0 +3 Junction box-- ---- IP 67 with 3 bypass diodes _....... '-----'"'-------------------------'----------I------------------- "' •STC Standard Test Condition:Irradiance 1000 W/m',module temperature Length of cables 2 x 1000 mm/2 x 39.37 in 25'C,AM 1.5 .--................................_..........._......_.._._...._...._.............-......._..._...._......................................................_........................................ -The nameplate power output is measured and determined by LG Electronics at Its sole and absolute discretion. Frame Anodized aluminum O Certifications and Warranty 0 Electrical Properties(NOCT*) 30O W 295 W 290 W 285 W 280 W Certifications IEC 61215,IEC 61730 1/ 2,UL 1703, ................ __._.___._.-__.._.-...-............_.-...._......_._......._._._._.__._... Maximum power(Pmpp) 220 216 213 210 206 ISO9001,IEC 61701(In progress) .............................................................................................................................................................................. _.............................-._.-._._.-.-....._.-....._............... DLG-Fokus Test"Ammonia Resistance'; MPP voltage(Vmpp) 29.3 29.2 29.1 28.9 28.8 ................................................................................................................................................................................. (In progress) MPP current(Impp) 7.51 7.42 733 7.25 7.15 _._.-_.-._._...._.__._...._._...._............._...._._._._._...._._._._._._._._._._._. ............................................................................................................................................................................. Product warranty 10 years ......_....._...._._.-._._._._._._...._._._...._._..._._......_........................................................._._._.__._...._._._.-...._...-.......... Open circuit voltage(Voc) 36.5 36.3 36.2 36.0 35.9 Outputwarranty of Pmax ............................................................................................................................................................................. (measurement Tolerance 1 3%) Linear warranty' Short circuit current(Isc) 8.08 7.98 7.89 7.80 770 ................................................................................................................................................................................. •1)lst year.97%,2)After 2nd year:0.7%annual degradation,3)80.2%for 25 years Efficiency reduction <4.5% (from 1000 W/m'to 200 W/m') OTemperature Coefficients •NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m2,ambient temperature 20•C. wind speed 1 m/s NOCT 45±2*C Pm --........_...............................-..._..................._.-.•._.... 10r0.40 1010.40 .42%/K O Dimensions(mm/in) '-------- ---- -o- --- -...---- Voc -0.31%/K --------------------...--- -_._..__._. .-._._._......._.......-._..... ... ----' m m Isc 0.03%/IC � 0 Characteristic Curves a 10 l000w 5.s•4.0 1o00r39.37 zen.x, 2210.87 DNn boN•14•.) 151.•4f•bwt dd.) fang BIdB hem° rt Sho side frame `c 9 9(AI37.80 i 8 800 W w.m twinl4•.) (W.nnw b•1w•n--.t h•h.) e/o.n U F 71 4ena9 d 6 600 W 5 12-04.3 or-nein9 ba..nz.a 1-) I•) 4 400 W 8-08.0 2.hv 3 wwnn"e Mi..(B..) 2 200 W 5.510.22 1 1000 39.3T cm.i.Wh 0 5 10 15 20 25 30 35 40 Voltage(V) - i i p p m.sro.oB 140 F F _ wnn x a. 5 a �a E 120 .. ........ ................................................................ a o Isc ,�, _ o > 100 ........................._ ........--' a ,� Voc 8 a wnn T Pmax 9 137.n 0810.31 60 ........_......._._............................_......................... _.... 40 .........................................................................._....... I`n 20 - o ^ 0 35n.3B -40 -25 O 25 so 75 90 Temperature('C) •The distance between the center of the mounting/grounding holes North America Solar Business Team Product specifications are subject to change without notice. O LG Electronics U.S.A.Inc °LG Life's Good"Is a registrated trademark of LG Corp. L r 1000 Sylvan Ave,Englewood Cliffs, All other trademarks are the property of their respective owners. L G NJ07632 ❑ ) CoContact:Ig.solar@Ige.com Copyright©2013 LG Electronics.All rights reserved. � Life s Good www.lgsolarusa.com 03/01/2013 --- d W SOLARMouhrr TechnicalData sheets dooUNIRAC A HILTI GROUP COMPANY I SolarMount Technical Datasheet Pub 100602-1td V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip..................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot............................................................................................................................3 SolarMountBeams..........................................................................................................4 r-� SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip a �,� Cn 8 Part No. 321001, 321002 �o0 - r-n Washer' Bottom Up Clip material: One of the following extruded aluminum - ' ` alloys:6005-T5,6105-T5,6061-T6 Bottom �'�'` `.(hidden.�se Y Up Clip f:` ut :no" ;, Ultimate tensile: 38ksi,Yield:35 ksi 9 Finish: Clear Anodized • _.", 0 Bottom Up Clip weight:-0.031 Ibs(14g) Beam � .,� '.C�, .. Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt, one%"-20 ASTM F594 serrated flange nut, and one%"flat washer /f Use anti-seize and tighten to 10 ft-Ibs of torque ,t Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, i Ibs(N) Ibs(N) FS Ibs(N) m 1'L Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 1w Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 �-�X Sliding,Z± 66(292) 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a i e . - . . . . - - ::UNIRAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 Mid clamp material: One of the following extruded aluminum Mid rra w Bolt alloys:6005-T5, 6105-T5,6061-T6 ClampM la a Nu Ultimate tensile: 38ksi,Yield:35 ksi ', \ Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T-bolt and one W-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00DISTANCF- - Direction Ultimate Load Factor, Load Factor, BETWEEN MODULES Ibs(N) Ibs(N) FS lbs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 L►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 alloys: 6005-T5,6105-T5,6061-T6 Tit Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight:varies based on height:-0.058 Ibs(26g) d Clamp • Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac W-20 T-bolt and one'W-20 ASTM F594 Bea serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory •►x Modules must be installed at least 1.5 in from either end of a beam Applied Load Average Allowable Safety Design Resistance MINIMUM Direction Ultimate Load Factor, Loads Factor, Al HEIGHTIbs(N) Ibs(N) FS Ibs(N) m VARIES Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 MODULE THICKNESSTransverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Sliding,X± 1 142(630) 1 52(231) 2.72 79(349) 0.555 Dimensions speci d SOLARMOUNT Technical • . . - - domUNIRAC" A HILTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 310065, 310066, 310067, 310068 • L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 • Ultimate tensile: 38ksi,Yield:35 ksi • Finish:Clear or Dark Anodized • L-Foot weight:varies based on height:-0.215 Ibs(98g) Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized �® l Bolt UNIRAC documents L-Foot 0 For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other —�- attachment method 3I1 Applied Load Average Safety Design Resistance 3X SLAT FOR ,.�HARnwARe �\ I Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m 2.01 ,�� Sliding,Zi 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) , 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(-14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,Xt 1 486(2162) 213(949)1 2.28 323(1436) 0.664 . Q :O:UNIRAC. . . - • . . - - A HILTI GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in" 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 HEX HEAD SCREW %"HEX HEAD SCREW 2X SLOT FOR SLOT FOR -T BOTTOM CLIP 2.500 BOTTOM CLIP T3.000 SLOT FOR q , -T HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750 1.207 �4 Y Y 1.875 L_►X X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a ROOF PLAN,HUNTLEY RESIDENCE PROPOSED SOLAR ARRAY ON ROOF w MODULE COUNT:26 MODULES MOUNTING SYSTEM:ECOLIBRIUM ECO-X ARRAY SIZE(KW DC):7.8 KW OC ARRAY TILT:40 DEG M- NORTH MODULE BRAND:LG SOLAR MODULES AZIMUTH(WEST ARRAY(:236DEG H- ■ MODULE WATTAGE:300 WATT AZIMUTH(WEST ARRAY(:85DEG N- ®- , INVERTERS:(26)ENPHASE MICROINVERTERS k MODEL M-250 ^' V t� 149 8; i J m ' / o W 8 233wneeterad ti zaf W O an u h JJ m N R J _ 8 yyV W 2 W oo 22 F CL S i3 m I FRONT OF HOUSE b 2 ' g v m w LL YAM R YYR O 41 I;, PV-1 m Q. t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel. (�® °O� Application #Q 41 _0116,� Health Division Date Issued Conservation Division QC.- S E 3- 52 y� r Application Fee Planning Dept. '� Permit Fee L 31, o?. T Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address V1 �✓�ee�z° �: %� r� �s �� Village Owner AeiiJ! Addressd-,33 bLecle�- foa-e( *4,rS)6.< /#,)/G Telephone Permit Requestu I'W'g1/ lwo idf b/'L'f bGiC elt f So'��':-� 014(1n/N14,W cad<./C Square feet: 1 st floor: existing proposed 2nd floor:•existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � 40r dv Construction Type SoHa V17, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type:. Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other i /'✓�� Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) //-/ Number of Baths: Full: existing new Half: existing new �f/!f Number of Bedrooms: existing _new M/>9 Total Room Count (not including baths): existing new First Floor Room Count N�9 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other �=! Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: CY-Yes ❑ No N/A Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ BarrT5 existing 0 new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: I � Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �= s Commercial ❑Yes l Mo If yes, site plan review # _ Current Use Proposed Use 4eeeff -(° APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name LCIt ewee _Ae Meegs 6gr� Al?C A(,-Telephone Number �0�" 77? VW AddressV fer-ak4, License # CS-0 /AQ 02,4073 Home Improvement Contractor# _141�3 Email fPl'?/iGeg) Gal1P L �a�i�s_ Cobh Worker's Compensation # 973/ 466 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 421& awl,- _ZSIIGNATUR��,�",<��' DATE sZ �6 /4' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. . ADDRESS VILLAGE i OWNER DATE OF INSPECTION: _ FOUNDATION FRAME INSULATION . FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 3 FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. 4 , 1 I I� LZ Q ' The Conunonivealth of Wassachusetts Department of Indristrial Accidents lot Office of Investigations •,� 600 Washington Street Boston,4 02111 Nh6'1n mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers , Applicant Information /{ Please Print Legibl Name(BusinessictganizatiowbAividnal): vael Il�/- Address: 4S &,4 /6'ru(, City/State/zip: Ale Y4vx�,ou4 AW- (/M7.3 Phone�: ���� 77g 7// Are you an employer?Check the appropriate box: Type of project(required): LM I am a employer with 4• ❑ I am a general contractor and I 6. New construction employees(full andlor part-time)-* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractor have g_ ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance- required.] 5. ❑ We.are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LF]Plumbing repairs or additions myself [No workers'comp. right of exemption per A2GL 17.E Roof repairs insurance required.]T c. 152,§1(4),and we have no employees.[No workers' 13_C 'Other camp.insurance required_] 'Any applicant that checks box'I must also fill out the section below showing their wo kers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all worts and then hue outside contractors must submit a new affidavit indicating such. Conttacmrs that check this boa mast attached an additional sheet showing the n me of the subtamtactors and state whether or not those emitips have employees. If the sub-conouctots have employees,they ttmst provide dtei workers'comp.policy number. I arrt an enployer that is protzditng it-orke.rs'conipensatioii i►isurailce for ntv employees. Below is die poluy,and job site inforinati016 _,,[ Insurance Company Name:C.Bi1{ro e#f U Clef Policy+or Self-ins-Lic/+:a751 A1314 KB xpiration Date: /z� 7gJ tl Job Site Address i'I�PCI�"^ �0 Cit}��StatelZip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to seem coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 andror one-year imprisonment,as well as civil penalties in the form.of a STOP WORK ORDER and a fine of up to$250.00 a day against . lator_ Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA f insurance overage verification. I do hereby ce fj raider t pains and ei o edury that the information prodded above is true and correct [iSignature: Date: g z0 Phone$- 08 779 V 71I Official use atdv. Do not write in this area,to be completed by city or tome official. City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Tanm Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 I • CERTIFICATE OF LIABILITY INSURANCE 03/DATE 0512015mD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Karen McHugh Arthur D.Calfee Insurance Agency,Inc. PHONE .508-540.2609 FAX 508.457-1715 E All www.calfeeinsurance.com ADM REss. karen@calfeeinsurance.com 336 Gifford Street INSURERS AFFORDING COVERAGE NAIC# Falmouth MA 02540 INSURER A: Continental Casualty INSURED INSURER B: Cape Cod Docks,Inc. INSURER C: 23 Bog Road INSURER D: INSURER E: West Yarmouth MA 02673-1426 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DDL SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS-MADE r I OCCUR MED EXP(Any oneperson) PERSONAL&ADV INJURY GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION x WC STATU- I OTH- AND EMPLOYERS'LIABILITY FIR ANY PROPRIETOR/PARTNER/EXECUTIVE YIN�u � E.L EACH ACCIDENT $100,000 A OFFICER/MEMBEREXCLUDEDT U NIA 6S59UB-0731N31-A-13 07111/2014 0711112015 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below -F E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) carpentry,pile driving,excavation,boat building includes USLBH You will receive a replacement certificate for worker compensation from Continental Casualty. CERTIFICATE HOLDER CANCELLATION Bonnie Ellis SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 233 Wheeler Road ACCORDANCE WITH THE POLICY PROVISIONS. Marstons Mills,MA 02648 AUTHORIZED REPRESENTATIVE <MMC> aa4q&-- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD I l. olpl&w. aclwje� Office of Consumer Affairs and Business Regulation 10 Parkll�Plaza - Suite 5170 Boston, N/Iassachusetts 02116 Home Improvement Contractor Registration Registration: 156836 Type: Private Corporation Tr# 241837 Expiration: 8/9/2015 CAPE COD DOCKS INC. LAWRENCE DEMERS 23 BOG RD. WEST YARMOUTH, MA 02673 ' Update Address and return card.Mark reason for change. . Address Renewal Employment Lost Card SCA 1 0 20M•05/11 C-5/l e WY,10110 eI erI/X Q/b//(111j-1 CX I e//J- Office of Consumer Affairs&Business Regulation License or registration valid for individul use only �bME IMPROVEMENT CONTRACTOR 'before the expiration date. If found return to: - egistration: 1'56836 Type: Office of Consumer Affairs and Business Regulation -�• xpiration::---8%9/2015. ;:.i Private Corporatio;� 10 Park Plaza-Suite 5170 _ i Boston,MA 02116 CAPE COD DOCKS INC ,•;/ s;;,.'=-•. , i' LAWRENCE DEMERS;"z.' 23 BOG RD. WEST YARMOUTH,MA 02673 Undersecretary Not valid withou ature , . f I � I • 1 Massachusetts-Department of Public Safety Board of Building Regulations and Standards rvisor License: CS-0; 4 LAWRENC$ 919 OLD BASS R>EVERtROAD Dennis MA 02639 J.�.+ -xpi ration Commissioner 01/31/2017 1 i 11Aa�YtABS.QI �• tt�� if Town of Barnstable Regulatory Services Richard V.Seali,interim Director Building Division Thomas Perry.COO Building Commissiuner 100\lain Strcct. Hyannis,MA 0?1i111 s•o w.town.ba rnslubIc.ma.0 s Office: 50S-WA038 Fax: 508-790-6230 Propem*Owner Must Complete and Sign This Section If Using A Builder I_ j1�C�°/'Ir ���J ,as C)u•ner of th.:cubjcet pnipert� hcrcbv aulttntive 1'�Lrr' rezl to act in,Inv behalf, in all motets relative to avtk authoriyz^wl by this building permit applicauiori for. (Address of Job) r i Signature afLhynrr )ate Print Name If Property Owner iv applying for permit,phase complete the Homeowners Uvense Exemption Form on the rererse side. t),Uu,tJuyOwerc.'JAPIttSSPidtAt)RIXI'R4ti5,da_ Rmised 061313 -Commonwealth of Massachusetts e Sheet Metal Permit Q, Map Parcel Date: Permit 0 f3 00 Estimated Job Cost: $- (. Op0 Do Permit Fee: $ T Plans Submitted: YES NO Plans Reviewed: YES NO LL Business License# Applicant License# Business Information: Property Owner/Job Location Information: / Name:�v G 5vSfewL:5 Name: 6 Pt Street: y 3 -5C hoT"/�°l4l 1-De,lv e . Street: c2 33 //1/`i /Pe City/Town:&M k/I City/Town: Telephone:506—Y5'/—39E-31 Telephone: 4pho4toID.Diquired op of Photo I.D. a hed: YES(2NO Stair Initial 11-unrestricted cense { J-2/M-2-restricted to dwellings 3-stories or less and commercial up t0;&p kfL/2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses APP � r Commercial: Office Retail Industrial EducatiAN 2013 Fire Dept.Approval Institutional_ Other 7°ownlOp p Square Footage: under 10,000 sq. ft.� over 10,600 sq. ft. Number of Stoi w-rAkE 4 Sheet metal work to be completed: New Work: ✓ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System ! 9 Metal Chimney/Vents Air Balancing j Provide detailed description of work to be done: 141 A e4 / 6 ` k • 1 1 t I { � i i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes eNo❑ If you have checked yg&indicate the type of coverage by checking the appropriate box below: I A liability insurance policy [� Other type of indemnity ❑ Bond ❑ ` I I OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. I i Check One Only Owner ❑ Agent ❑ i f Signature of Owner or Owner's Agent r By checking this boxEl,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. I jDuct inspection required prior to insulation installation:YES NO ]Frog esr s usRections Date Comments i Final Insnection Date Comments i Type of License: !I 3y VMaster Fiiee ❑Master-Restricted II I :itylTown ❑Joumeyperson Signature of Licensee :etmit#' ❑Joumeyperson-Restricted License Number. 2 756 Check at www-mass.aov/dx�l nspector Signature of Permit Approval Town of Barnstable : Regulatory SerAces Thomas F.Geiler,Director 1639. a B ailding Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 ww^w.town.barnstable.ma.ns Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usinff A lquilder kxr as of the subject property t—R-4.- hereby authorize t�C S to act on my behalf, in all matters relative to work authorized by this building permit �I% Os (Address of job) **Pool fences and alarms are the responsibility of the applicant. pools are not to.be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. (" Signature of4Q�W (SA'1 S' ture of Applicant Print Name Print Name \ %� 3 Date Q:FORM&OWNERPERMISSIONPOOLS The Com monweadth of Massachusetts Department of Industrial accidents Office oflnvestdgations 600 Washington Street Boston,MA 02111 kw. zj www.mass gov/rdia Workers'Compensation Insurance Affidavit:guilders/Contractors/Electricians/Plumbers Avi licant Information IA on Print Legibly Name(Basmeesvomniaation/individi4:. 7Li'G / �.2 �'y IAon -Address:—,y�3 City/State/Zip: 4//K/4d D joye Phone.#: -b S— yS/ — 3 F 3/ Are you an employer?Check the appropriate box: -Type of io (required):: •4. I am a general contractor�d I ectre p I ( �' )� 1.❑ I am a employer with ❑ g 6. ❑New construction . employees(full and/or part-time).. have hired the sub-contractors 2.9I am a'sole proprietor or partner- listed on the-attached sheet 7. ❑Remodeling drip and have no employees These sub-eoattacbars have 8. ❑Demolition working forme in any capacity. employees and have workers' 9. ❑Buildmg addition [No workers'comp.houance comp.insurance t required.] 5. ❑ We are a corporation and its 10-❑Electrical repass 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,§I(4),-and we have no employees.[No workers' �.❑Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing 1h_4 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. ICantactors that check tins box must attached an additional shed showing the name of the sub-eontractora and state whether or not those entities have employes. If the sub-contactors have employees,UM must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.P Expiration Date: Job Site Address: City/Stata//Zip: Attach a copy of the workers'compensation policy declaration page,(sbowing 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 tip to$1,500.00 and/or one-year imprisomnm t,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 oopy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer"undeins•and penalties ofperjury that the information provided above is true and correct. Si tune: Daft: Phone# J�[Y` G�S�"'acp?l Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# .Issuing Authority(circle one): "I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: j Y .��?t,uNitiivtVt'v�r`�i.��`ur�rlVrNSS�►t;Nu�tif�"" T�� . s t 1 <; S(`EU, METAL'" �A{{J•��RS AS"A MASTER i!"MECT£`D k ISSUES.THE ABOVE LICENSE TO y f <r 4D ,� 43' SCHOFIEI Ff N r 1� 0203 t' 8=2870 , 1%28/13 51Of3 � f �_'...:5-�"-..:., .. :Y'.--'r-..." ��..n__.s n�--nil n../..n1......4.. ... t7 .J.+.f ♦. Commonwealth of Massachusetts ; Department of Public Safety Refrigera t'iun Teclinician License: RT-017770 JOHN R EVERS ` ' 43 SCHOFIELD f)R ..: FRANKLIN MA.02038 ` a k J54, 1 Expiration: commissioner 11/19/2014 } REScheck Software Version 4.4.3 Compliance Certificate Project Title: Proposed New Residence Energy Code: 2009 IECC Location: Marstons Mills,Massachusetts Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 233 Wheeler Road Bonnie Ellis &Craig Huntley Brian Main Marston Mills,MA 02648 Owners Designer 14 Old Farm Road 374 South Main Street Hopkinton,MA 01747 Hopedale,MA 01747 508-525-5172 508-478-7137 ellis.bj@comcast.net bmain@compasspminc.com Compliance:Passes using UA trade-off Compliance:9.2%Better Than Code Maximum UA:606 Your UA:550 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2140 38.0 0.0 64 Ceiling 2:Cathedral Ceiling 30 38.0 0.0 1 Wall 1:Wood Frame, 16"o.c. 4575 21.0 0.0 215 Window 1:Wood Frame:Double Pane with Low-E 373 0.300 112 Window 2:Wood Frame:Double Pane with Low-E 117 0.310 36 Window 3:Wood Frame:Double Pane With Low-E 32 0.280 9 Door 1:Glass 198 0.300 59 Door 2:Solid 78 0.300 23 Basement Wall 1:Solid Concrete or Masonry 310 21.0 14.0 8 Wall height: 10.0' Depth below grade:9.0' Insulation depth: 10.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 740 38.0 0.0 19 Floor 2:All-Wood Joist/Truss:Over Outside Air 165 38.0 0.0 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Proposed New Residence Report date: 04/13/12 Data filename:C:\Users\bmain.COMPASS\Documents\REScheck\Craig&Bonnie.rck Page 1 of 5 1 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: Marstons Mills,Massachusetts Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,10.0'ht/9.0'bg/10.0'insul,R-21.0 cavity+R-14.0 continuous insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: ❑ Door 2:Solid,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Outside Air,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Project Title: Proposed New Residence Report date: 04/13/12 Data filename:C:\Users\bmain.COMPASS\Documents\REScheck\Craig&Bonnie.rck Page 2 of 5 i Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. (] Wood-buming fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (Q Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: O Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: 0 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: El Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 270.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 405.1 cfrn(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handier installed:Less than or equal to 202.6 cfm(6 cfm per 100 ft2 of conditioned floor area). Project Title: Proposed New Residence Report date: 04/13/12 Data filename:C:1Userslbmain.COMPASS1DocumentslRESchecklCraig&Bonnie.rck Page 3 of 5 (4)Rough-in total leakage test without air handler installed:Less than or equal to 135.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system Is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: O Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed New Residence Report date: 04/13/12 Data filename:C:lUserslbmain.COMPASSIDocumentslRESchecklCraig&Bonnie.rck Page 4 of 5 I,� r Project Tide: Proposed New Residence Report date: 04/13/12 Data filename:C:\Users\bmain.COMPASS\Documents\REScheck\Craig&Bonnie.rck Page 5 of 5 2009 IECC Energy Efficiency Certificate Insulation . Ceiling I Roof 38.00 Wall 21.00 Floor I Foundation 38.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.32 Door 0.30 0.34 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: J RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: o23.3 ,&)h J R AD TOWN: fZARNST19 gtf— CONTRACTOR'S NAME&INFO: GRAr-owoaio J7�o2�a �ev� cm THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: IC YAMS TYPE U skf� CCL L_ THERMAL CONDUCTIVITY PER INCH: 3'� AREA THICKNESS R-VALUE CEILING WALLS ., STAIRWELL BASE. CEIL GARAGE CEIL G.H. WALLco ca CRAWL `rn OVERHANGS I D CATH. WALL CATH. CEIL W.O:WALL FOUND. WALL BLOCK/RUNN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: RICHIE'S INSULATION, INC. .;� .`,__. _ _ ..•isleYf. -.1 - S ..�w+ -. pp`OF�METpk� Town of Barnstable y7 0� BARNSTABLE. - Regulatory Services V MASS. g. �pTFDiu.+�`0 Building Division 200 Main Street,Hyannis,MA 02601 I Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice . Type of Inspection 13rizgll Location 2- �3 Iicl� ��� f�� (�,t �i^ Permit Number Owner Builder �u t I One notice to remain on job site, one notice on file in Building Department. i The following items need correcting: J A &7-- {I b To "T N S ck--1--4-rF- LY Please call: 508-862-40338-for re-inspection. Inspected by/ Date �� 113 .{. .. ... _`;��,�1.y,{��;�� ss•. A:... �{.,,4.�..:'.�TM�r«P'.Try*,=�F�'�.....%:.:l..S^.�{(:ri �S'��";- i�_�anY�.f"`Sri"+�-w •h�l'�^{,+,Yi:-,�'..C:t.•—•-.. - n.�..:_....r-. r- IMEA 'Town -of Barnstable Regulatory Services BARNSTABLE. 9 MASS � - `� 059. Building Division p�FO MA'S A. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspectionf Location 2 3 3 GL/ t1A Permit Number 2 0 Lt Owner A/14 Builder lr� One notice to remain on job site, one notice on file in Building Department. TLeeffjollowing items need correcting: C e-i e- 6 7a- &J t¢GG / L o c- .4 -r01 LEI✓ IgJ�GU G G 47i�`.� � �in��3Gnz� V AU-'47-c. N s7',42---/1 ����dGK �� ��L�6�� ���/iU G r Div Jt1 S• � G dJAl r tv/ iM7;4-/ ­0�2_ #40) Please call: 508-862-403.9 for re-inspection. Inspected by ✓ -`�-C/in Z" -A � Date o2 �f�3 [3 �IlCA I' M Y S T I C L A K E LOCUS o-0 (NORTH COTUIT POND) MYSTIC LAKE a, 1 ,�L�•4 A.L�0 Olh. NANBUN / W A-t POND 4 �p / BEACH � is N LOCATION MAP 'a A-1 "-'• + ° FOR REGISTRY USE ONLY SANDWICH OUADRANCLE \ i SCALE: 1:25,000 1 CERTIFY THAT THIS PLAN HAS BEEN ASSESSORS - i1•` PREPARED IN CONFORMITY WITH THE MAP 82 PARCEL 8 A RULES AND REGULATIONS OF THE ZONES: 0,(O. A _ REGISTERS OF DEEDS. CP OVERLAY DISTRICT $_ _ ZONING DISTRICT: RF dil P.L.S A-t MINIMUMS A A-17 A-t \ AREA = 43,560 S. F.• A- Ak FRONTAGE = 150' \ A-x WIDTH N/A / S 88'33'40 FRONT SETBACK 30' SIDE SETBACK 15' A-8 REAR SETBACK = 15' L 0 T D - 2 \\ J Y' A-21 •NOVEMBER 20, 2000 '�' "$ �\ B.V.W.DELINEATION BY EMSR FILING DATE W UPLAND AREA k N \ '$� KATIE BARNICIE,WETLANDS SCIENTIST PRELIMINARY PLAN a/ m\ 1 1 £ DEUMEATION DATE:MARCH 23,1998 83.106 Square Feet FIELD LOCATION BA%TER 9 NYE.INC.1.91 Acres t L FLOOD ZONE: C U', fj MARCH 25.1998 FIRM COMMUNITY PANEL No. 250001 0015 C "_e shape factor = 20.7 4, I °A REVISED: AUGUST 19. 1985 WETLAND AREA 20" Square Feet 3 0.04 Acres t I b�1 L 0 T D — i UPLAND AREA 8-FOOT MDE TIMBER STEPS 61.443 Square Feet t A / 1.41 Acres 3 A-0 6T•5 shape factor= 20.0 43,560 square feet H aAeIONg WETLAND AREA A-3Ng ta'c 12,947 Square Feet t S 0.30 Acres 3 a_x 10 z a dBi 's. c 1T) Lij U 01 O • �C Jry �' A m To -i mVp J\ A C a Ig O ° m � \ YA $•$i DESIGNATION SQUARE FEET ACRES PARCEL UPLAND AREA 144,549 3.32 \\ o°• ? 4 PARCEL WETLAND AREA 14,978 0.34 4 a ROAD AREA 8,926 0.16 1 TOTAL GROSS AREA 166,453 3.82 D E T A I L 1 1 O �$ _ a--c DISTURBED L478.56 NOT TO SCALE .a P ° 1.60.8A' R.879.30' L"47&4Y UN DISTAN ` A te• L2 s 4 Tx39 w zsos o P P / EDGE E%ISBNG PAVEMENT R O A D 41.N 1 .9 POLE!SA9/10 ffl 1 IV w 2J.Ss s• SEE DETAIL LB N 92'10 E 23.35 ABOVE > 0u 13'AA 39 W a,7g \ � `"T00.aa y R SUBDIVISION #765 NOTE:TO BE SET AT DEFINITIVE PLAN OF LAND \ N ALL NSTREET INTECRETE RS SECTIONS AND AT ALL POINTS OF CURVATURE AND IN W 4O TANDENCY ON PROPOSED ROAD'NAY. c <v =WIN / BARNSTABLE — MARSTONS MILLS — MASS. O WO c 7 mos / FOR tpcua a. LEO & ROSEMARY BURNS BARNSTABLE PLANNING BOARD SCALE: 1" = 30' JUNE 11, 2001 ti APPROVED IN ACCORDANCE WITH ea%TER, NYE H RMOREN, INC. 812 MAIN STREET THE SUBDIVI ION CONTROL LAIyS OSTERVILLE, MASS., 02655 (508)-428-9131 REGISTRY OFF DEEDS GRAPHIC SCALE A TRUE COPY,ATTEST �•�— U A I CERTIFY THAT NOTICE OF APPROVAL OF THIS (IN FFRI' JOHN F.MEADE,REGISTER PLAN BY THE BARNSTABLE PLANNING BOARD HAS 1 Ineh- 00 fl BEEN RECEIVED AND RECORDED AT THIS OFFICE, KEY AND NO APPEAL WAS RECEIVED IN THE TWENTY ' DAYS SUBSEQUENT TO SUCH RECEIPT AND RECORDING WELL SITE ® t . HOOD FENCE —a—n— DA UGHnNG FIXTURE C ELECTRIC METERi = m L9 CEMENT BOUND FOUND �- BARNSTABLE TOWN CLERK _ S H E E T A IRON PIPE FOUND —0 4F RECORD OWNERS- APPLICANTS: TRAVERSE PONT A LIAR LEO BURNS&ROSEMARY BURNS UTIUTr POLE •n, APPROVAL OF THIS PLAN SUBJECT TO COMPLIANCE 11_ o0 235 WHEELER ROAD WITH COVENANT TO BE RECORDED HEREWITH. MARSTONS MILLS, MA., 02648 UNES FOR SHAPE FACTOR COMPUTATIONS AETLAND AREA Ak WATER SUPPLY••. PRIVATE WELLS 2001-027SHEET-A.DWG i GENERAL NOTES, SE 3- BARTER NYE ! 13 pr OaFIRSPLAINADCf RDI®Rax OlLLid EA IS SEDOP. awe,f CAY.9-OONW ENGINEERING& ',2)ASStAm RV on 1)MaSP 1RIL10NO ND:1R RWma�e-001 SURVEYING z is a-$RM RING[SA AIQ W 2)PROPOSED WATFRCRAFT�PONTOON BEAT RIM 9.9 W.DOMEa=IKQK End FACE If Ion 36 Rime JCD a MAW 1 BONE Sue 00 BOOK 2133 PAS Registered Professional Engineers ' Lm RmEA mo _ 3)DOCK SMALL CONSIST Or�'.8'PRETABRGTED SECnoNs. PLA2( and Land Surveyors BOOM 10"1N am RIM ADJUSUBLE I=AS AWAFACRRED BY SOPS STAWK 3)w=eDasm AS om ar M RAR(Dow maw" R)OIDOIO Kft RISTNlATICK CONCRETE PADS WILL BE PLACED 78 North Street-3rd Floor IN=DOCK LEGS LIE PADS SIMLL BE NDD LM PLACE BY AJ AME Nawax, MRODOR Was ARM BE RESET IFON THESE , �(182 M� Hyannis,Massachusetts 02601 � .�� Dow asnaT:R' aMRMT AMIAI�'1R121ROODS OBSE7EBID WATFA ELEVVATIONs ON MYSM AKE OI'S' "A co- pG 2"0 E Phone-(S()8)771-7502 `v ILN IW AM.n,rR u. )--1-- ev N/F SB P AT ARE mr 1AGWR-nB 1/14/2011-EL R3.8 apsWE1•� ��ssl B><1BD - B N �of wl°D Fax- (SINS)771-7822 Rion MD.s•sm A Rsa wD,1s'/n' (1•v'a ,�aA.l�y,Ip°D S s faa'" wWW.boxter-nymcom P 3/07/2012-EL 44.0 y1Ra -t'•� Ae aLo2Ar INensls ATaB 10/04/2013-EL{3.2 IUD''e�a� p)A ME VAR11 Me 10®11�FOR DO WE /WERatD 3/2T,/w2u0.I1-FL.N.8 Pam".- ip11�'•,Ly\BBe I STAMP STAMP IO BEKIZZAR;A HU SSRM ant R RaaaRED B/ODOM S/W/2014-EL R3.2 EIS SSr I OE IR CM LINE OFUM M SIOW/a Ba'D ON alRIB A W/M MM I E)DS nNC R�ERIODY CM w RACK ND Dan of now 1T.aMRS"we NOTE: t GARAGE IORa1 RIM QIIAND AA1 M ON RE R"'ARD UAW 1SREIRf�M .36.8 I � aunt 1E Dow"1 SwRIEW a Sum IL BIN, 1.SOT GRADES ARE TO DE ELEVAIXM OF DE POLO SETRIM: (&3) I •� ,�i tY 7)WORM FARM WARM 2SW01 ISO lbrD3REJ AT 14�21N) ) I i ' ' •(j \ Ix ROW AstERAM Ran w 16RIL9-TNSJrO1 As 301[I(IA910W). " = i;UEP-7N�af.rAi[R QGX)R POND IS BASED ON ELE1%WN OF IMM(U1) l a3 �3BB2®LEffo 6A2)E-. „ -51}�„ra �y9/�r/�)A. `($lei a3., i'a, P/ ••� \I •DIE a NOT WON AR ACEA(AREA Of T 3'�L'(FN(1C16 OCAL DAmarelortil:'aacDeO.... T-• 'SM IRI ARE BASED ON NASOBB. x tJA.e1 / 1 3 I •MIT BWnM NI A1U SCaAiFD waw w Am RISH Rx ..D.] / .A' /'�"' , / '�/ i CONSULTANT A@ WV W70aD 1,210 TS1RaW VE•WARTS OF WE MA LW FOR tQ SIGNwM Re RR;w A010130 AR RaAACAS Oro GR ID)"; `�'j•, / ) t •BE DRf MR QDADM A CERIM 1oR1 P 01.RX INCIP W'OCFCEE 1.1.mro •35.4]7.9 �Y "11' �Wax mail. "(aR) / / 'I t705TING •SR a aDR A NOW WOW PER OW ASPOCI®11,210 WOMEN � �, ,, � II 12G CONSULTANT 33 WGIM W ARM SRQS FOR 50009 Mml•E WtSCRAEM DIDNER) 40.5 9M AR.Ra2A1D'B(3T1 0010) "a'n I lao'By'!U+ I •UR a NOT LAIN A SDDE ARIC)"2DE R GUM RNSR E DRvc AaR = AVA .(6.7.) .3„ t I 1 11 •DIE'a RIM A EaE a 0WRINITOI 10 A SkAMBER EAUNN IDIbbfAaE EGEGA . .W.7 7 ( ) I I\ `R0.36)"'a) (R.S) I II •� S\ PREPARED FOR: EDGE OF`"W ; Bonnie Ellis&Craig Huntley .3]7 (17) t E .37.5 DECK x 386 • ® - , wAIER-8.R3.2 L70 TAtRE (7'7I 2 ♦ (OBSERvm 9/W/201{)ENSION .35.8 37.B�,17.3)( 1ae 37.0 35,0 .33.7ROD OR PIPE (S.S).32-4 93.2 CONOtCR PADS(SEE NOTE A) .3A31- poi ry�9 r ,�® / W .35.2 (7.1) R--e .:J (B.U) (3 ( ' 37.e. 0 (3.7) A •� .0 a.314 ze•P.1� W ' mc �) 1. . 07110143 33.8 .3G2 - .38.5 . Locus Map Scale 1" 2NO' • 0 .31D ("' '� (7.2) 43.3 PROPOSED DOCK 3-4'xe'SECTIONS(24•) m ks Jl t ; ro- •34.6 .2 (10-4-131 Z Q.T I V RAMP DECK ELEVATION 44.2 SHEET TITLE - I MATES E1.EV 43.2 e-o3-s Wetlands Permit Plan- . - Seasonal Dock SHEET NO x s WPP DATE:E:11 T - 8 491r a� •pia 'BA'p SCALE' =5' F 20 0 20 10 - - __ SCALE IN FEET s. sk cry .erl SCALE: - •yr.� " VO'.,�' PI Q' _ DRAW N$DESIGN,BY:UN CNBCx RD BY:Mq• JOB N0: 1 CADO/LE: 0 . The Commonwealth of Massachusetts Department oflndustrial Ai cidenis Offwe of1nvesdgadan;s- -600 Washington Street.. Bostom,M4 02ul www.mass.gov/dia Workers' Compensation fus=nce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print L eeffily Name(Busi esdorganizationflnftrinai): �m Ad Tess: J j ci 3 City/st wzip: "' Phone.#- !�;D2„ F�A re a an employer? Check tine appropriate bo= I am a' 4. I tint a F[��] ject(required):: �Ployer with ❑ ��catractor and Iemployees(fan and/or part Vie).* have hired the snb=conixactors construction.❑ I am a'sole proprietor or partner- listed on the-attached sheet &Iing ship and have no employees These sub-contractors have g ❑Demolition working for me fir any capacity. employees.and have workers' [No workers' comp.insurance coin.insurance.$ 9. [�Building addition required.] 5. ❑ We are a corporation and its 10-El Electrical repairs or adatiom 1❑ I ara a homeowner doing in-work officers have exercised their 11 ❑Phmg repairs or additions arysel£ [No workers' comp. right 6f exemption per MGL required.]t c.152, §1(4), and we have no 12.❑Roof repairs Tnenranrp ' employees. [No workers' 13.❑ Otber eamF.insurance required.] *Any applicant that checks box#1 must also MI out the section blow showmg their wm k=,compensation policy infurmaficaL Homeowners who submit this affidavit mChcftg they are dig all work and then hire outside cunt=t=must submit a new affidavit indicximg such $Conhacfars that check this box must attached an additional sheet showing the name of flc sub-contracturs and state whemer arnot those entities have employers. If the sub-contraciais have employees,1hey-istprovid'e their work='comp,pobcynnmbeL I em an employer that is prm!i g,workers"camp ensation insurance for my employees Below is the policy end job 3zfe information. -- Tnanrance company Name: kCa�k.QjS �N S Policy#or Self-ins.Lic.#k e p $xpir�nnDatte: lob Site Address: I A tip rh a co CS YJState/Zip: �S Av� g 1 l 1 c' Q 6 V4 copy of the workers' compeusafion policy declaration (showing page ( wing the policy number and expiration date). Failure.to.secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of coal penalties of'a fine up to$1,500.00 and/or one-year nn1M °nnimit, as Well as civil penalties in the farm of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statem�maybe forwarded to the Office of InvestL 'ormN �Pn7 ie covers verifcation I do hereby d^penalties of perjury that the information provided above is tr e acid correct Sienatrtre: ! -� Date: Phone# � — 007rial use only. Do not write in fhis area to be completed.by city or.fawn affiziaL City or Town: PermitUcense# •Issuing Ani-hoiity(circle one): .'1.Board of Health'2.Budding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Coninct Person. Phone#:- _ , �,. I . . ,. ' i ,------"ll, GRACE-1 OP ID: BK 144c"Ro• CERTIFICATE OF LIABILITY INSURANCE7105/07/12 TE M YY) PRODUCER 508-528-3310 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Keefe Insurance Agcy.Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 51 West Central Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O.Box K ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Franklin MA 02038 Robert F'.Keras INSURERS AFFORDING COVERAGE NAIC# INSURED Gracewood Development Corp. INSURER A:Travelers Insurance Co. Timothy Jones P.O. Box 934 INSURER B:Travelers Ins.Co. Wrentham, MA 02093 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ACID1 POLICY NUMBER POLICY EFECTIVE F POLICY EXPIRATION AJ&INSR TYPE OF INSURANCE DATE IM O LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 B X COMMERCIAL GENERAL LIABILITY 6803795N506 04/08/12 04/08/13 DAMAGE TO RENTFD_ PREMISES Ea occurence $ 300,00 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 B ANY AUTO BA190OR447 05/25/12 05/25/13 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY, $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY A /N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y 6KUB5B28590812 04/05/12 04/05/13 E.L.EACH ACCIDENT $ 100,00 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,00 If yes,describe under 500,00 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION BARNS-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER�OF O THE LEFT,BUT FAILURE TO DO SO SHALL Town Hall Building Division IMPOSE NO OBLIGATION OR LIAR KIND UPON THE I SURER,ITS AGENTS OR 367 Main Street REPRESENTATIVES. ' Hyannis,MA 02601 AUTHORIZED REPRESENTATI Obert r ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD - Nlassachusetts--Department of Public SafctN Board of Buildim-, Regulations and Standards Construction Supervisor License License: CS 56036 TIMOTHY G JONES 3 HAMBONE FARM RD FRANKLIN, MA 02038 Expiration: 3/4/2013 ('ununissi„ncr Tr#: 14389 Richies' Insulation Inc. 111 Old Bedford Road Westport Ma 02790 508-678-4474 508-509-4456-sa lesm a n To whom it may concern: re: Gracewood Development job at-233 Wheeler Rd, Barnstable, Ma My company was hired by Gracewood Dev.to do the insulation work at.233 Wheeler Road, Barnstable, Ma on 2/22/13. A� The following areas were insulated with blown cellulose: f�'I main ceiling cathedral slopes hall ceiling In all 3 areas 12" of insulation was blown making the R VALUE a 38. Please contact me on the above cell phone#if you have any further questions for I am always happy to explain the details of our work. Thank you for your cooperation in this matter ! TION INSULA �- ��IHi�S � 1 OLD 6EDFORD R®. �,�ESIrPOOj4 A 02790 (508) 678-4474 z TOWN OF BARNSTABLE 2013 MAT 28 PM 2: 46 RC, a Zt D11ltS?JN, d 33 6-)A ee le-,) ck 1sS 5/Z 21!3 BOND DEPARTNIEN"f-No,l'ICE OF CANCELLATION NGM Insurance Company 55 west Street P.O. Boa 2300 Keene,NH 03431-7000 Issued to you as: Obligee i "fowo of Barnstable Lirensing Authority 200 Main St Hyannis,MA 02601 ThcCom)any hereby gives you notice of cancellation in accordance with bond conditions of Bond Number: S-560408 Principal: Craig I-Iuntly Type of Bond: Pennit Classification: Street/Flighway Penn it License Number: Remarks: Street Permit Original Date of Issue: 4/19/2012 Cancellation Effective: 6/26/2013 By virtue of this notice the bond will be cancelled and all liability of said company will cease at and from the time and date stated above without further notice. Such action is caused by reason of: Non-Payment of Premium Copies of this notice were mailed to: Principal: Obligee: Craig I-Iuntly Town of Barnstable 14 Old Farm Rd Licensing Authority Hopkinton;MA 01748 200 Main St Vlyannis,MA 02601 Additional Principals: Additional Obligees: AGENCY: 20-0178 A A Dority Company Inc COMPANY: NGM Insurance Company By: Date: 5/23/2013 Attorney-in-fact 68-QQ-4040a CM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 2- Parcel `"w l Map ,�� A lication # Health Division Date Issued Conservation Division Application Fee AA7 fy) Planning Dept. Permit Fee 6 9J (n Date Definitive Plan Approved by Planning Board AJA PC Historic - OKH Preservation / Hyannis P�n,rn �r 2� rri Project Street Address v" 4� �' - 7-;1�? Village S� \\Ao�S Owner S G.\ ;,JT �`- &&4�iE GI I I Address �-� PJ--)X `i`i K.l06 f\� Telephone Permit Request j Square feet: 1 st floor: existing proposed ZN02nd floor: existing proposed Total new 1I Zoning District Flood Plain toy, Groundwater Overlay Project Valuation .,3�4 iv Construction Type `ti gcA �.. Lot Size Gre+S Grandfathered:.' ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family I$N Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes VkNo On Old King's Highway: ❑Yes �No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other i Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) S Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air:'*Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Vnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ? -� N � Commercial ❑Yes No If yes, site plan review# n. Current Use Proposed Use 1 o o% m APPLICANT INFORMATION ._ (BUILDER OR HOMEOWNER) rv ' Name (ZL UJV! 11X'° 1%Yv� -A 61r1 ES Telephone Number Address ,SOJt q License # (!) (o �3 Iv - OZ,O�1 Home Improvement Contractor# Worker's Compensation # %�,_L .lu,(—VA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# J DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATI0N*6D 0 � � f 04 is ,M^-`k, D o� WRY' '41 ` 3 8 17 if i3 FRAMES` %"" �r a?N�R—S sc 4 3kM� f!s t R INSULATION Bids FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN NO. `oF.ME l � Town of Barnstable % BAR`1STABLE.p Regulatory Services V MASS. 0 039. Building Division plFO MPS e• 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection GU A t-t- Srl,�L a Location Z 3 3 W► —._L,=* l�Jl n Permit Number Xd (2- Owner Builder One notice-to- er main on job site, one notice on file in Building Department. The following items need correcting: r g CQ�o GL. :rAkz!=�r 16 4g ax E ( /—x.A I &B A E 5o wt� U iz.-r� 4b" Sri dvt S AJO r /(/49-1C e--� o1,26=W L 4- Please call: 508-862-40-M for re-inspection. Inspected by Date 1 The Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 2 ®-� The Commonwealth of Massachusetts �e" ` �%f William Francis Galvin �} Secretary of the Commonwealth, Corporations Division ' One Ashburton Place, 17th floor : � Boston,MA 02108-1512 Telephone: (617)727-9640 GRACEWOOD DEVELOPMENT CORP. Summary Screen 0 Help with this form . Request a Certificate'< tl The exact name of the Domestic Profit Corporation: GRACEWOOD DEVELOPMENT CORP. Entity Type: Domestic Profit Corporation Identification Number: 000507817 Old Federal Employer Identification Number(Old FEIN): 000000000 Date of Organization in Massachusetts: 07/24/1995 Date of Involuntary Dissolution by Court Order or by the SOC: 06/18/2012 Current Fiscal Month/Day: 11 /30 Previous Fiscal Month/Day: 12/31 The location of its principal office: No. and Street: 3 HAMBONE FARM ROAD City or Town: FRANKLIN State: MA Zip: 02038 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: TIMOTHY G. JONES No. and Street: 3 HAMBONE FARM RD. City or Town: FRANKLIN State: MA Zip: 02038 Country: USA The officers and all of the directors of the corporation: Title Individual Name Address(no PO Box) Expiration First,Middle,Last,Suffix Address,City or Town,Slate,Zip Code of Term PRESIDENT TIMOTHY G.JONES 3 HAMBONE FARM ROAD FRANKLIN,MA 02038 USA TREASURER TIMOTHY G.JONES 3 HAMBONE FARM ROAD FRANKLIN,MA 02038 USA SECRETARY TIMOTHY G.JONES 3 HAMBONE FARM ROAD FRANKLIN,MA 02038 USA CEO TIMOTHY G.JONES 3 HAMBONE FARM ROAD FRANKLIN,MA 02038 USA I http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 7/26/2012 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 c �I CFO TIMOTHY G.JONES 3 HAMBONE FARM ROAD FRANKLIN,MA 02038 USA DIRECTOR TIMOTHY G.JONES 3 HAMBONE FARM ROAD FRANKLIN,MA 02038 USA business entity stock is publicly traded: _ The total number of shares and par value,if any,of each class of stock which the business entity is authorized to issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Mum of Shares Total Par Value Num of Shares No Stock Information available online. Prior to August 27,2001, records can be obtained on microfilm. Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit _ Merger Allowed i Select a type of filing from below to view this business entity filings: ALL FILINGS Ir= Administrative Dissolution Ir Annual Report >� Application For Revival Articles of Amendment �l= T­View,FAl ngs; "I :=.Ney Search I Comments O 2001-2012 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 7/26/2012 ELGI S Q>cS. 2 3 3 wl nIX't X0. m 4l2StokS M!u.5, . 4 AWC Cuirle /o l,J,'ood Cons•tructiol! in Hir h Whid Areas:110 niph Wirld Zone Massachusetts Checklist for Comp'liance (780 Cn1rR5301.2.1.1)' - Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. ............................................... 110 mph F `• -Wind Exposure Category.............. :Wind Exposure Category.............. .Engineering Required For En�rqject . ... .. '...........................0 ✓ 1.2 •APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories s 2 stories ✓ .Roof Pitch...............................:............................................(Fig 2) ............................................—& 5 12:12 ✓ .Mean Roof Height ........................... .... ......(Fig 2 ..................................................2 ft 5'33' ✓ .Building Width,W .....................................(Fig 3)...................:............................70.5ft 5.BO' _ZG BuildingLength, L ...............................................................(Fig 3).................................................5z-ft•.`80' Building Aspect Ratio(L/W) ................................................(Fig 4).....-.......................-...................��<_3:1 ✓ Nominal Height of Tallest Opening2 .............................:.....(Fig 4)................-..iCoA!.?�Y .pD.O.dS s 6'8" X •1.3,FRAMING CONNECTIONS tN OF Mq� General compliance with framing connections.................... T `�' s9� ✓ • Z SyANSON 2.1 FOUNDATION -� Foundation Walls meeting requirements of 780 CMR 5404.E ,, STRUCTURAL Cn Concrete-......................... 0. ..... . ................................... .. ..... ................................. Concrete Mason �' C!ry.................................... ................ ,. • �.. a S/pNAL ;,•2,2 ANCHORAGE TO FOUNDATION'a WrrB/B/C2 5/&"Anchor Bolts•imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing-general ........................................:.(Table 4)............................................... *S in. • Bolt Spacing from endrjoint of plate ................:............(Fig 5)..................:................. 8 in.5 6'-.12'. ✓ Bolt Embedment-concrete.........................................(Fig 5).............................:.......:............&in.>_7' Bolt Embedment-masonry..................:......................(Fig 5)............,............................... — in._>15" Plate Washer..*.............................................................(Fig 5)..................-..................-........>3"x 3"x x Nor • � - Ne[''OiD 3.1 FLOORS wl 90L.0 )OWY1 Floor-framing member spans checked ...............................(per 780 CMR Chapter 55)................................... y Maximum Floor Opening Dimension...................................(Fig 6)............:....................................._ft:512' �C Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks ,Supporting Loadbearing Wail's or Shearwall................(Fig 7)..................................................... Oft 5 d Maximum Cantilevered Floor Joists ••Supporting Loadbearing Walls'or Shearwall................(Fig 8).....................................................J_ft s d ✓ FloorBracingat Endwalls....................................................(Fig 9)............................................../.................... Floor•Sheathing Type ........................................................(per 780 CMR Chapter 55)-........ /'4.".../tp�...?� ✓ Floor-Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... 1/,i in_ Floor Sheathing Fastening..............................................:...(Table 2).. 119d nails at�_in edge/ 12.. infield +i 4.1 WALLS Wall Height Loadbearing walls.....................I—!..................................(Fig 10 and Table 5)........................... 11_ft :5 10' Non-Loadbearing walls ......:......:...................................(Fig 10 and Table 5)........................... lb ft 5 20' ✓ •� Wall Stud Spacing ........................................................(Fig 10 and Table 5)............-.......1L in.5 24'o.c. ✓ Wall Story Offsets .....................................................:..(Figs 7&8)..............................-............. 9 ft s d ✓ 4.2 EXTERIOR WALLS Wood Studs Loadbearin walls ... i ...: Table Non-Loadbearing walls...:...................... ........... (Table 5)..............................2x 44 - ft Pin. Gable End Wall Bracing' Full Height Endwall Studs:,... ....::..............................(Fig 10)......................,.......................................... WSP-Attic Floor Length................::..........:................:...(Fig 11)............................................. ft zW/3 •Gypsum Ceiling Length(f WSP not used)....:...............(Fig 11)............................................_ft 0.9W .• 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)......................................................... ✓ r/ ' _1 . . •_: .. i• ., .. ...�, rya• .. .. . , ,<- ;.', , . . � AFVC GWde to Wood Constructioi1 hi High IVhid Areas: 110 sip/, FVind Zotze Massachusetts Checklist for Compliance (780 CA4115301.2.1.1)I Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)...........................................:........... 2 ,;Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans .......................... (Table 9)......................... ......... ft_in.5 11' ScE ENl�,NE�Z>ry .` Sill Plate Spans ........................................................(Table 9).................................. ft in.5 11' •+ Full Height Studs (no. of'studs).......a..�. .:...... (T " -) .........:.. able 9 ....................................................... M Non-Load Bearing Wall Openings`(record largest opening but check all openings for compliance to Table 9) Header Spans...:'":.......................................................(Table 9) ft_in.5 12' .................................._ Sill Plate Spans;-;....................:.................................... able 9 ...............:.................. ft in.5 12' :. Full Height Stud's( o.of studs)....................................(Table 9).................................... ...... ..... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tafidst,OpeningZ ................ .......... 8 5 6`8" X Sheathing Type..............................................(note 4)......................................................." "1. 7�10*#S �✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................... in. Field Nail Spacing able 10 ................................................. in. •� Shear Connection (no. of 16d common nails)(Table 10).................................................:....._ +. Percent Full-Height Sheathing........:..........:...(Table 10).................................... ° 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening?..............:•..::,. ................................................ 8 5 6'8" X SheathingType.................... ........................(note 4)................................................... �Tl�t,'a�i9 ✓ Edge Nail Spacing' .....(Table 11 or note 4 if less) in. SAC {�•M✓i . .................................... ........................ Field Nail Spacing p g...........................................(Table 11)................,................................ in. .. ShedP-Connection(no.of 16d common nails)(Table 11) Percent Full-He'i ht Sheathing able 11 ° ' j 551a Additional Sheathing for Wall with'Opening>6'8'(Design Concepts).................... Wall Cladding - Rated for Wind Speed?................................................ ^` `^ .51 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ...................................................(Figure 19) .............L ft 5 smaller of 2'or U3 ✓ :Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf 14 2,s4 CL.NS Lateral.............................................(Table 12)..............................................L= plf Shear......................... •..................(Table 12).......................................--...S= Of Ridge Strap,Conne titions, if..collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outl'doke�.:..............: ........(Figure 20) ............._ft 15 smaller of 2'or U2 IV A 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)............ p& Woo 6 `/ Roof Sheathing Thickness.....................................:.....:.......................... .. ...L in.i 7/16"WSP Roof Sheathing Fastening....:....................... .(fable 2)...... . q{:qf� ........................ ................ Notes: �`S9i, 1. . This checklist shall be met'in its entirety, excluding the specific exce teMI 2JI,•to `� with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then f Ilof�tl:i' 5fttal and hold downs are.not required per the WFCM 110 mph Guide: o STRUCTURAL y a. Steel Straps per Figpre 5 " .35334 Q b. 20 Gage Straps per F'igurb 11 c.` Uplift Straps per Figur*e 14' ON \ d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b �L- 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-gr6de. r L � - MYC Guide to Wood Coitstl'llCtfoti in tlr.*h I•Yind k-eas: 110 ntph Wixid Zone Massachusetts Checklist for Coinpliauce (790 CNtR 5301.2. A)l 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 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte. 28 or north of Rte.6). b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) . • 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. I - WHEN THE EDGE RESTS ON FRA1dING USEsd wmLs -AT 6"ac 94 UJ 11 I I 1 A 11 11 I , 11 11 11 11 - 1 c r 0 l 11 I, 11 11 II II n a , I II I/ ► li I II bm P/ ,•1 1 - I 1 1 / i W C i i a 11 l i i i [L 1 I I FRAMING MEMBERS •'1 I I w EDGE 6T1FFtilEM7TE 1 +Tl 1 1 1 19 1 1 11 1 f W I I ,aj V 1i V I i i i i 11 11 11 1 I - 1 �L 1 I I 1 - STAGGERED 3'MMJ NAILSpACkJCs — I NAIL PATTERN PANEL . PANEL_ % 1, - PAWL EDGE DOUBLE NAIL EDGE SPACYIG DETAL See Detail on Next Page Vertical and Horizontal Nailing Detail for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment i r . . PROJECT NAME: ADDRESS: a33 f/ILLI n PERMIT#a6/,j 6 i� PERMIT DATE: �y3 Z M/P: LARGE ROLLED PLANS ARE E,*T: 'BOX' SLOT 6 Data entered in MAPS program on: August 3, 2012 n1l /111 Hi Tom, Thanks so much for contacting me this afternoon. I appreciate you taking the time in your busy schedule! Attached please find the 2003 Modification of Subdivision letter 1 referenced in our conversation. (The applicant Pam Peters is who we purchased the lot from,and Ruth DeYoung still resides at 235 Wheeler.) Note that the second paragraph provides a brief history of the subdivision/lot approval.As stated,the 2001 approval was intended to remedy the failure to record the plan when it was first approved in 1998. If you are unable to read this faxed copy,I will provide our builder with a hard copy to submit with our building permit application on Monday. We look forward to hearing a decision. Thanks again and have a great weekend! R ards, onnie Ellis PO Box 744 Hopkinton, MA 01748 (508) 341-7271 IL CA d «Z080L0805 A3imm oivmo 81TI £0-80-Z r • — t.r r,r,.� cv r.r e J. %n �0rq Town of Barnstable �• ',, ^v y� Planning Board � " r"""'�'i, 200 Main Street, Hyannis, Massach�sens 0260i Thomas A. Broadrick. AICp Director of Planning, Zoning- Tel, broil TPI: (508) Fi62.4?86 Fax (505� 862-4?25 g; rao,anl' & Historic Preservation Linda Hutchenrider, Barnstable Town Clerk ' Town Hall ,:- :;; • 367 Main Street Hyannis MA 02501 Pamela Peters ; 401 Rt. 151 �> Mashpee, MA 02649 �t Ronald and Ruth De Young 235 Wheeler road. . Marstons Mills, MA 02648 Re: MODIFICATION OF SUBDIVISION#765 LEO BURNS, APPROVED Modification of a previously approved subdivision plan, entitled "Division of a Plan of Land in Marstons Mills, Mass,, for Leo & Rosemary Burns" endorsed by the Planning Board on 8-20-2001, located off Wheeler Road, assessors map 82 , parcel 8. The applicants Pamela Peters and Ronald and Ruth De Young requested a waiver of construction of Burns Road. A duly noticed public hearing was held January 27. 2003 on the above referenced application. The applicant applied for a Modification of the previously appro.Ve t two lot r;ulnlivi:;rr�rr off Wh(ielel Ilo�ld, that (X0L!z1te(l one developat)lt? Ic)t, lot (7-'l; 1.Ot t:> 1 is ,�,ic,acly r-I(.v .taped. tlrr: applicant ri=:Clrii,;tc�r.) �r w�rrvr;r of (-nnstrrrction Of Ulf? ;;ubdivision ron<I, Burns Lane. Burns Lalie� was first zipprovad as a sr.lbdivision 6/20/98 whr?n a waiver was ,gr.•antod from c;r7nsb urtion of the rows. however that plan approval became null and voi(i h)PcausF of failuro to record the plan. A new subdivision plan was approved by the Plaru1rny Roard 5/09/01. and the plan and development agreement were properly rPc:nrcled No vvaiw;�r of collst _Ictinn was requesters or granted. Burns Lane is short, approximately 120 feet long• and the construction standards woulcl exceed those of the connecting road. Access to lot D-1 is presently provided by a driveway from Wheeler Road to Lot 0-2. 'rhe owners of both lots request a waiver of construction of Burns Lane to avoid destruction of a large number of trees.within the right of way, Section 2-3 2 Waivers from Construction Standards to Maintain Rural E/Z d <<Z080L0805 A3i.NnH 91VU0 8IT1 £0-80-ZLOZ . �:4: 166;J2 F•.321 .y t4��b;� 1 . Character, permits waivers of full construction. The waiver request was also supported by the Wheeler Road Civic Association Based on the information submitted at the public hearing, the Planning Board VOTED TO APPROVE the request for a waiver of construction of Burns Lane, subject to recommendations of the Planning Division in a report January 15, 2003, and of the Engineering Division in a report dated January 23, 2003. Conditions are as follows. 1. The owners of both Lots D-1 and 0-2 shall sign the S Form, relieving the town from the responsibility for maintenance and snow plowing of Burns Lane. The recorded S Form shall be recorded at the Registry. of Deeds and returned to the Planning Board office. 2. The two houses should have house numbers off of Wheeler Road and not off the Subdivision Road. 3. The driveway should be graded so as to direct run-off away from Wheeler Road. 4. All utilities shall be underground. 5. Subject to requirements of the Fire Department and a vertical and horizontal clearance of 14 feet. 6. This decision shall be recorded at the Registry of Deeds and a recorded copy returned to the Planning Board office. The VOTE at the meeting of January 27, 2003 was as follows: Ayes: A. Roy Fogelgren (Chairman), Robert Stahley, William Belden, Marlene Weir and David Munsell Nay: Raymond Lang Signed: �..: . 1 �.t �-'Rti�`, dated: 2003 A. Roy Fogel4'rn, Chaninan w Q NI•I•• �� �I I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable cous' ��i1qdq hereby certify that twenty (20) days have elapsed since the Planning Bo�s 'k :4 and that no appeal of the deci n has been filed in the office of the Town G�1Errk: Signed and sealed this �� day of2 /(,�,r��if '7n ' under the paf�J •* (xii 0,, esrjury - Oi •.•OA Linda Hutr he nricic:i. Town (k!rk BARNSTABLE REGISTRY OF DEEDS £1£d <<Z080M,805 11311014 91VU3 WD £0-80-60Z. ek 166-12 Fs213 jta Town of Barnstable °^ PlanningBoard� Thomas A. Broadrick,AICP unaMA�rur_ = 200 Main Street, Hyannis,Massachusetts 02601 6,0 ,eg Tel:(508)862-4786 Fax:(508)862-4725 Director of Planning,Zoning, �rfD.MP�� &Historic Preservation Linda Hutchenrider, Barnstable Town Clerk Town Hall 367 Main Street : Hyannis MA 02601 ; z V Pamela Peters 401 Rt. 151 Mashpee, MA 02649 J� w Ronald and Ruth De Young 235 Wheeler road, Marstons Mills, MA 02648 Re: MODIFICATION OF SUBDIVISION#765 LEO BURNS, APPROVED Modification of a previously approved subdivision plan, entitled "Division of a Plan of Land in Marstons Mills, Mass., for Leo&Rosemary Burns"endorsed by the Planning Board on 8-20-2001, located off Wheeler Road, assessors map 82 , parcel 8. The applicants Pamela Peters and Ronald and Ruth De Young requested a waiver of construction of Bums Road. A duly noticed public hearing was held January 27, 2003 on the above referenced application. The applicant applied for a Modification of the previously approved two lot subdivision off Wheeler Road,that created one developable lot,lot D-1; Lot 0-2 is already developed. The applicant requested a waiver of construction of the subdivision road, Burns Lane. Burns Lane was first approved as a subdivision 6/29/98 when a waiver was granted:from construction of the road,however that plan approval became null and void because of failure to record the plan. A new subdivision plan was approved by the Planning Board 5/09/01, and the plan and development agreement were properly recorded. No waiver of construction was requested or granted. Burns Lane is short, approximately 120 feet long, and the construction standards would exceed those of the connecting road. Access to lot D-1 is presently provided by a driveway from Wheeler Road to Lot D-2. The owners of both lots request a waiver of construction of Burns Lane to.avoid destruction of a large number of trees within the right of way. Section 2-3.2 Waivers from Construction Standards to Maintain Rural =v. Y E'k 166S2 Pa214 �4i_�673 Character, permits waivers of full construction. The waiver request was also supported by the Wheeler Road Civic Association. Based on the information submitted at the public hearing, the Planning Board VOTED TO APPROVE the request for a waiver of construction of Burns Lane, subject to recommendations of the Planning Division in a report January 15, 2003, and of the Engineering Division in a report dated January 23, 2003. Conditions are as follows: 1. The owners of both Lots D-1 and D-2 shall sign the S Form, relieving the town from the responsibility for maintenance and snow plowing of Burns Lane. The recorded S Form shall be recorded at the Registry of Deeds and returned to the Planning Board office. 2. The two houses should have house numbers off of Wheeler Road and not off the Subdivision Road. 3. The driveway should be graded so as to direct run-off away from Wheeler Road. 4. All utilities shall be underground. 5. Subject to requirements of the Fire Department and a vertical and horizontal clearance of 14 feet. 6. This decision shall be recorded at the Registry of Deeds and a recorded copy returned to the Planning Board office. The VOTE at the meeting of January 27, 2003 was as follows: c Ayes: A. Roy Fogelgren (Chairman), Robert Stahley, William Belden, Marlene Weir and David Munsell Nay: Raymond Lang F � Signed: r v✓'-' dated: FX- y -2003 A. Roy Fogel r n, Chairman Of 1 Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable CouiSt� hereby certify that twenty (20) days have elapsed since the Planning Boats a and that no appeal of the deci n has been filed in the office of the Town ejwk: Signed and sealed this e, day of _ �(C,r �00� under the pat � i pen; 1 c ti4'Q . ♦ .ram • 1. pedury �. •;� . Linda Huctienrider; Town Clerk BARNSTABLE REGISTRY OF DEEDS i .• Bk 14235 Pm14 *68049 pf� Town ofBarnstable 09-14•^2001 8 OZegOp � ,,, ,�� Planning Board 230 south'Sveet,HyMW4 Masmbusft 0260i (508)790-6290 Fax(508)79 404 FORM S The underswmi Damara,t wr awcessora and "ns Of fhe land stawn on the subdl&bn plan#.765 WNW.- "Subdivision i+765. Aefinitive Plan of Laad" drawn by Baxter. Bye s Hol ere- lnc.*Pr yedbYf*PWWrg&wd 7/23/01 a r pt A . P 8 20 O1 and recorded wth the Bane DWd Plan 567 Page SO W �9 Y Deeds;cmk are res "sible e . tior all rna er►atx;a and repair Irdudinp snow and Ice mnvm;of . Road WAted N the village Of-Mrstons Mills jown of 8amstabte Mass;an<t agree>01rold ft town harmless on any e000unt of any failure to perbrm these functions. M N ' signature date 8 2 o a print name Leo Burns u a. address 235 Wheeler Road Maretons Mille 0 N � � signature • w date a print name address 23 Mbee er Road Marstone Mills Signature date print name address Cig�2,V�Lid M.md�leD t z3�Z i 6k 14235 P420 #68049 signature date print name address signature die print name address Bowe dete Prirlt.name address Notary Public COMMONWEALTH OF MASSAc;iMETTS BARNSTABLE,SS Then persoqalg appeared before ma the above named eo B rne ' d �toaem� y Burns (print name)and ec mledged,the foregoing instrument to be OWWA)bee act and deed. their MICHAEL G.HUGHES Notary Public Nobiry Public MY COlrunlS8IOr1 @XpIreS_ y Commis ion t►jl res lam R,2004 After recordation,return to the Bamstable Planning Board,School Mmninlstration Building,pp South Street,Hyannis MA 02601 w V u OOMNIgStoM V s E><na a� r EARN ABLE COUNTY sy���oonl �'c*901 TAY OF DEEDS ,,TiO•��yuat TRI�U.COPY,ATTEST BARMSIABLE REGISTRY OF AEFDS s 1 _JOHN F.MFADE,REGISTER t r k 9k 26142 P9 51. W y.2716 i 13-08-2012 & 03 = 23c� I MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: -03-08-2012 a 03:23pm Ctl': 1235 Doc': 12716 Fee: $lY179.90 Cons: $345►O00.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 03--08-2012 & 03:23pm Ct1t: 1235 Doct: 12716 Fee: $931.50 Cons: $345YO00.00 QUITCLAIM DEED I, Pamela L. Peters, of Mashpee, Barnstable County, Massachusetts, For consideration paid and in full consideration of Three hundred forty-five thousand and 00/100 ($345,000.00) Dollars; Grant to Craig W. Huntley and Bonnie Ellis, being unmarried as joint tenants with right of survivorship, of 14 Old Farm Road, Hopkinton, MA 01748, with quitclaim covenants The land with the buildings thereon situated in that part of Barnstable known as Marstons Mills, Barnstable County, Massachusetts, and bounded and described as follows: See Exhibit"A" attached hereto and made a part hereof. Property address: 233 Wheeler Road, Marstons Mills, MA 06248. For title, see deed recorded in Barnstable County Registry of Deeds in Book 15090, Pages 308-9. Property address incorrectly shown at 235 Wheeler Road on that deed. Executed as a sealed instrument this 81h day of March, 2012. Pamela L. Peters COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 81h day of March, 2012, before me personally appeared Pamela L. Peters, proved to me through satisfactory evidence of identification, which were esn-1 a 1.1 tt /to me known to be the person described in and who ex he forego] g i strument, and acknowledged that she executed the same as her free act cl dee 1 PAULC.GLYNN ,Notary Public Notary Public My commission expires: Commonwealth of Massachusetts My Commission Expires August 24,2012 f Boston Research Group EXHIBIT"A" The land together with the buildings thereon,if any,located in Barnstable (Marston Mills),Massachusetts,bounded and described as follows: NORTHWESTERLY . by the waters of Mystic.Lake(North Cotuit Pond); SOUTHERLY and WESTERLY by Lot D-2 shown on said plan; SOUTHWESTERLY, NORTHWESTERLY and SOUTHWESTERLY by the Private Driveway area; SOUTHERLY by Wheeler Road; EASTERLY By land n/f Paul F.Pita,et ux; Being shown as Lot D-1,containing 1.41 acres,more or less,on a plan dated June 11,2001 made for Leo&Rosemary Burns,recorded with the Barnstable County Registry of Deeds in Plan Book 567,Page 50. Together with an easement to use the Paved Driveway shown on the plan from Lot D-2 to Wheeler Road. Together with the fee to the center of the`Paved Driveway' in the area entitled `Private' on said plan,said area being the branch shaped area bounded by Wheeler Road approximately 87.58 feet and providing 40 foot access to Lots D-1 and D-2. Subject to a right of way in favor of Lot D-2 to use the`Paved Driveway'within said`Private'area. Together with.the right to use the'Beach'area shown on the plan for beach purposes. Subject to a right of way in favor of Lot D-2 to use the eight(8)foot wide dirt road. Subject to the rights of the Public in Mystic Lake. Subject to restrictions in Book 928,Page 550,insofar as the same are in force-and applicable. Together with a right of way in Wheeler Road as set forth in Book 928,Page 550. Subject to the Development Agreement and Covenant with the Town of Barnstable recorded in Book 14235,Page 12. BARNSTABLE REGISTRY OF DEEDS r rti =i I I Boston Research Group / Affidavit of Substantial Financial Interest i, (/� ► � of M , on oath depose and btate as folio s: 1. 1 am an applicant for a building permit for the pro Pe located at Map p92- , Parcel Oo . The address of the property is 33 wh¢FIQi+' eo AA arh4'ms Mc Its M� o&,2W 2. 1 have ( OD % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is_ y �L Q 1lZ... , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 72 91 A Vevrev S 1'0 ��.�5 W. �a,�n»�r� • ink 0 LS:�� 4. Within the last twelve months, from today's date, which is ��+ 1'� , I have had a 1% or greater-legal or equitable interest in the following properties which have been the subject of a building permit application: Map[Parcel Address 5. Within this calendar year, I have submitted building permit applicatio-ns•for .property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. B. Within.this month, I have received' building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties ofXA ry, this7d of �l ( ,. 2 _ 2001-0050/affin � . . � 0.�. e � . Town of Barnstable „�. o Regulatory Services rE 2 Thomas F. Geiler,Director ML4C g . t65p. Building Division PrFD Tom Perry,Building Commissioner 200 Main-Street,_Ayannis,MA.02601 www.town.barnstable-ma us Office: 509-962-4038 Fax: 508-790-6230 HOR'IEOF4rN LICENSE EXEMPTION Pleate Print i DATE: Zo 1 Z JOB LOCATION: number street q Village.r "HOMF,OWNER": ja I AA- name h phone ork phone# CURRENT MAILING ADDRESS: T(�0 o ! MA* �`. wn stato rip e. The current exemp ' or"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. DEMMON OF HOMFOWI�'ER Person(s)who owns a parcel of land on which helshe resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrgcts more than tone home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on.a form acceptable to the Building Official, that he/she Shall be responsible for all such work performed under the building permit (Section I09.1.1) Th,e undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that,he/she understands the Town of Barnstable Building Department lrnspection p cedutr" d r ments and that he/she will comply with said procedures and re erne Syna ' of co \ Approval of Building Official Note: Tlime-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work for which a building permit is nquirrd shall be exempt from the provisions of this scction.(Scction 1D9.1.1-Licarsiirg of construction Supervsors);provided that if the homeowner rngagcs a parson(s)for hire to do such work,that s�uCch Homeowner Shan act as supervisor. 1 .y homeowners who use this exemption art unaware that they art assurrvng the rtsponmbtlitics of a supervisor(sec Appandix Q. Rvlcs&Regulations for*1 easing Construction Supervisors,Section 2.1.5) This lack of awartnrss bftrn rtsults in serious problems,particularly when the homeowner hires unlicensed persons. In.this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisar. Tbc homeowner acting as Supervisor is ultimatc)y responsible. To ensure that the bomcowncr is fully¢wars of his/her responsibilities,many communities inquire,as part of the permit application, that the homcowncr certify that hclshe understands the re-sparuabilities of a Supervisor. On the last page of this issue is a farm currently used by several towns. You may cart t am=d and adopt such a formlcertification for use in your community. Q:forms:homccxcmpt - -TKWE r Towr-of-Bar-n-S-t-abj- Regulatory Services aMAELsr.� Thomas F.Geiler,Director 'Blinding Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barngtable-ma.us Office: 509-962-4038 Fax: •508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder tj' as Owner of the subjectproperty . 7 bereby authorize to act on mY behalf, in all matters relative to work authorized by this building permit application for.. (Address of Job) Signa of er Date Print N If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RMS:OVaNERPERMLSS1DN I ecj I�j 00 1 ♦ 1 I ' I qa 06 1.41 Acres �0 1 Vol,� ^o I N ' "' I certify that the foundation as shown on this 14.95 plan is located on the ground as depicted and that the structure is in compliance.with the 1 23.35 ' setback requirements of the Zoning By-Laws. egistered Land S rveyor Date tib <H of k4 / q 2.3.35' �' ROBERT m� U A b.' JUNIOR No. 1892.1 3?.36 �b 66 6y C6 Certified Foundation Plan at 016 233 Wheeler Road Marstons Mills, Massachusetts Scale I " = 40' October 22, 2012 from the office of Westgate Land Survey 46 Summer St. Kingston, MA 02364 Town of Barnstable Building Department - 200 Main Street BARNST "�. # Hyannis, MA 02601 MAC � (508) 16 862-4038 gq. � RFD MA'S A Certificate of Occupancy Application Number: 201204516 CO Number: 20130057 Parcel ID: 082008001 CO Issue Date: 05122/13 Location: 233 WHEELER ROAD_ Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: MARSTONS MILLS Gen Contractor: JONES, TIMOTHY G Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed t owy SINE ��. 1 TOWN OF 6ARNSTABLE B u i I'd 1"n 201204516 • BARNSTABLE, Issue Date: 08/23/12 Permit MASS 1639• Applicant: JONES,TIMOTHY G "z" Permit Number: B 20122020 Proposed Use: DEVELOPABLE LAND Expiration Date: 02/20/13.. Location 233 WHEELER ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 082008001 Permit Fee$ 1,785.00 Contractor JONES,TIMOTHY G Village MARSTONS MILLS App Fee$ 100.00 License Num 58036 Est Construction Cost$ 350,000 Remarks ---._-----_ APPROVED PLANS MUST BE RETAINED ON JOB AND NEW HOME CONSTRUCTION INCLUDING 3 1/2 BATHS, 3 BEDS THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PETERS,PAMELA L * BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 14 OLD FARM ROAD INSPECTION HAS BEEN MADE. HOPKINTON,MA 01748 Application Entered by: Rlvl Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OFPUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENTbF.PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE.' PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). t'°k' a t ■ a ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �l� Ile, 2&1Ar-1A- 2 MA sue, g -Ileig �'1�- 2 i�/d`Ok �'-l7-i3 y 3 1 Heating Inspection Approvals Engineering Dept ept Board of Healt ® cei R)krn , Q B Ik 28705 PS Z0a6 8212 02-27"21 1S .� 0�t9m Zia Massachusetts Department of Environmental Protection Provided by MmsDEP: Bureau of Resource Protection-Wetlands MassDEP File H:003-5246 \ cDEP Transaction#:710526 1 WPA Form 5-Order of Conditions City/Town:BARNSTABLE (` Massachusetts Wetlands Protection Act M.G.L.C. 131,§40 MEL A. General Information I.Conservation Commission BARNSTABLE 2.Issuance a. F OOC b.r Anicnded OOC 3.Applicant Details a.First Name BONNIEICRAIG b.Last Name ELL1S/HUNTLEY c.Organization d.Mailing Address 233 WHEELER ROAD,MARSTONS MILLS e.Cigfl'own BARNSTABLE f.State MA g..Zip Code 02648 4.Property Owner a.First Name BONNIE/CRAIG b.Last Name ELLIS/HUNTLEY c.Organization d.Mailing Address 233 WHEELER ROAD,MARSTONS MILLS e.Cityfl'oNvn BARNSTABLE f Slate MA g.Zip Code 02648 5. Project Location a.Strcet Address 233 WHEELER ROAD,MARSTONS MILLS b.City/Toxvn BARNSTABLE c.Zip Code 02648 d.Assessors iMap/Plat#OS2 c.Parcel/Lottl 009-001 f•Latitude 41.6802N g.Longitude 70.41095W 6.Property recorded at the Registry of Deed for: a.County b.Certificate c.Book d.Page BARNSTABLE 26142 51 7.Dates a.Date NOI.Filed: I Il26/2014 b.Date Public Hearing Closed: 12/16/2014 c.Date Of Issuance: 12/23/2014 S.Final Approved Plans and Other Documents a.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Scale: BAXTER NYE SITE:PLAN STEPHEN A.WILS0\,P.E. 1 I/3/2014 1"=20' ENGINEERING,INC. B. Findings I.Find ngs pursuant to the Massachusetts Wetlands Protection Act. Page 1 of 9 ELECTRONIC COPY BAXTER NYE ENGINEERING&SURVEYING 78 North Street, 3`d Floor - Hyannis,MA 02601 1 M-assachusetts Deparhneut of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands kfassDEP File#:003-5246 eDEP Transaction H:710526 WPA Form 5-Order of Conditions Cityfrown:BARASTABLE \-fassachusetts Wetlands Protection Act i4.G.L.c. 131,§40 Following Elie review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: it. f- Public Water Supply b. F Land Containing Shellfish c.F Prcvcntion of Pollution d. r Private Water Supply e. F Fisheries f. F Protection of Wildlife Habitat g. r Ground Water Supply It. E. Storm Damage Prcvcntion i., F Flood Control 2.Commission hereby finds the project,as proposed,is: Approved subject to: a.r The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with(lie Notice of Intent,these conditions shall control. Denied because: b.I—The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which arc adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the perfornmance standards which the proposed work cannot meet is attached to this Order. c.F The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on[lie interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which.are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why It is necessary is attached to this Order as per 310 0-111 10.05(6)(c). 3.r Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 310GMR10.02(1)(a)• a.linear feet Inland Resource Area hnpacts:(For Appr(?%als Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. f Bank a.linear feet b.linear feet c.linear feet d.linear feet 5.1 Bordering Vegetated Weiland a.square feet b.square feet c.square feet d.square feet 6. F Land tinder Waterbodies and Waterways 13 13 0 . 0.. a.square feet b..square feet '.? c.square feet d.square feet or— e.Oy dredged- f c/y dredged . 7.r Bordering Land Subject to Flooding a.square.feet b.square feet c.square feet d.square feet Page 2 of 9$ELECTRONIC COPY i Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection- Wetlands MassDEP Pile ft:003-5246 WPA Toi•m 5- Order of Conditions eDEP Transaction#:710526 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Ciry/1'oNert:BARNSTrXBLE Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet It.cubic feet S.r Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f cubic feet 9.f—RiverGont Area a.total sq.feet b.total sq.feet Sq ft within 100 R c.square feet d.square feet c.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource Area llrnpacls: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10.f Designated Port Areas Indicate size under Land Under the Ocean,below 11.r Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12.r Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13.f Coastal Beaches a.square feet b.square feet c.c/y nourishment d.c/y nourishment 14.f. Coastal Dunes a.squaro feet b.square feet c.e/y nourishment d.dy nourishment 15.f Coastal Banks a.linear feet b.linear feet 16.r Rocky Intertidal Shores a:;square feet. b.square feet 17.I Salt Marshcs a.square feet b.square feet c.square feet d.square feet 18.f— Land Under Salt Ponds a.square feet b.square feet c.cly dredged d;c/y dredged 19.r Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet Page 3 of 9* ELECTRONIC COPY ib;IassacLusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5246 WPA Form 5-Older of Conditions eDEP Transaction#:710526 (; Nlassachusetts Wetlands Protection Act iVI.G.L.c. 131,§40 City/1'owro:BARNISTABLE Indicate size under Coastal Banks,inland Bank,Land Under the 20.f-Fish Rti s Ocean,and/or inland Land Under Waterbodies and Waterways, above c.c/y dredged d.c/y dredged 21.f Land Subject to Coastal Stomi Flowage a.square feet b.square feet 22. f- (For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c&d or B.I7.c.&d above,please entered the additional amount here.. a.square feet of BV b.square feet of Salt Marsh 23. r Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a.number of new.stream crossings b.number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The folloiiing conditions are only applicable to Approved projects l. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. 'Ibis Order does not relieve the pennittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to aspecitied date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period arc set forth as a special condition in this Order. S. 'this Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. 1 f this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,aslies,refrigerators,motor vehicles,or parts of any of the foregoing. S. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all.proceedings before the Department have been completed. 9. No work shall he undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, Page 4 of 9*ELECTRONIC COPY !\Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5246 )' eDEP Transaction#:71052G �VPA corm 5-Order of Couditious City/for�RrBARNSTABLE ( Nlassachusetts Wetlands Protection Act M.G.L.c. 131,§40 the Final Order shall also be noted in the Regist ys Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be rioted on the.Land Court Certificate ofTitle of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the fomYat the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or.more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" (WiviassDEP"J File Number:"003-524G' It. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and bearings before Mass DER 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Fonn SA)to the Conservation Conunission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition 013 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of(lie wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the-Conservation Commission. IS. All sedimentation barriers shall be maintained in good repair until all disturbed.areas have.been filly stabilized with vegetation or other means.At no time shall sediments be deposited in,a Nvetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF SfORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) r is not(2)r' subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the.project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by(lie National Pollutant Discharge Elimination System Construction General Permit as required by Stomnvater Standard S.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stommwater B1v1Ps unless and until aRegistered Professional Engineer provides a Certification that:i.all constnrction period BM Ps have been removed or will be removed by a date certain specified in the Certification.For anyconsttruction period BMPs intended to be converted to post construction operation for stormvater attenuation,recharge,andlotltr`eatnrent,the conversion is allowed by the MassDEP Stonnwater Handbook BMP specifications and that the BtvIP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;ii..as-built final constuction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;iii. any illicit discharges to the storm%vater management system have been removed,as per the requirements of Stormwater Page 5 of 9 s ELECTRONIC COPY Massachusetts Department of Erivironinental Protection Provided by�IassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5296 !t cDEP Transaction#:710526 WPA Form 5 - Order of Conditions City/fovrn:BARN9l'ABLE ( Massachusetts Wetlands Protection Act NNI.G.L.c. 131,§40 Standard 10;in.all post-construction stonmvater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to Mthstand erosion. c) 'llic landowner is responsible for BLIP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shrill execute and submit to the issuing authority in Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the parry responsible for implementing the stonmvater BivfP Operation and Maintenance Plan("O&Ivl Plan")and certifying the following:i.)the O&vl Plan is complete and will be implemented upon reeeipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of Ureir ongoing legal responsibility to operate and maintain the stommwater management BIvIPs and implement the SionmvaterPollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of(lie approved Stonmvater Report and,if applicable,the Stomiwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. c) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a pemmittce for purposes of implementing life requirements of Conditions 19(f)through 19(k)with respect to that BM P.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BIvTP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stonmwater BMPs that arc serving more than one lot,the legally binding agreement shall also identify tile lots that will be serviced by the stor water BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stommwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stomnvater Handbook. g) The responsible party shall: I.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance.and/or replacement of the stommwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.N9ake the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance mbith the requirements for each B1VfP established in the O&,M Plan approved by the issuing authority. h) All sediment or other contruninants removed from stommwa(cr BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stomiwater management system as defined in 310 CMR 10.04 are prohibited. j) The stonmvater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the;Low impact Site Design Credit(.as defined in the �imDEP Stormwater Handbook,Volume 3,Chapter 1,Low impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around slommaler BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: Page 6 of 9* ELECTRONIC COPS' I Massachusetts Department of Environmental Proteetiott Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003=5246 !` cDEP Transaction#:710526 \�. WPA Form S-Ocder of.Conditions Cityffown:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L,c..131,§40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable?E Yes-F, No 2. The Conservation Commission hereby(check one that.applies): a. r DENIES the proposed work which cannot be conditioned.to meet the standards set forth in a municipal ordinance or bylaw specifically: I.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted(which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. r APPROVES the proposed work,subject to the following additional conditions. TOWN OF 1.Municipal Ordinance or Bylaw BARNSTABL E 2•Citation S.237-1-237-14 3. The Commission orders that all work shall be performed`in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The.special conditions relating to municipal ordinance or bylaw are follows: SEEPAGES 7.1 AND 71 Page 7 of 9 'ELECTRONIC COPY I I i SE3-5246 Name: Iiounic EWS.&Craig Huntley Approved Plan= November 3,2014 Sitc.Plan by Stephen A.Wilson,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply Aiith all Conditions of this Order of Conditions may result in serious consequences. Such consequences may include issuance of a.Stop Rork Order.,tine(s),the requirement to remove unperntitted structures,requiremeut to re-landscape to original condition,the inability to obtain a Certificate of Compliance,and more. The General Conditions of:this Order begin on Page 4 and continue on Pages 5 through 6. The Special Conditions,if necessarv,are contained on Pages?.1,7.2 and 7.3 All Conditions contained herein require strict compliance. IT. Prior.to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Ordcr of Conditions,and prior to the commencement of any work approved herein;General Condition Number 9(recording requirenncnt)on Page 4 shall be'complied with. 2. It is the responsibility of the applicant,the owner and/or succcsaor(s),and dnc project contractor,to ensure that all conditions of this.0idef are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereot)to project contractors prior to the start of work. Barnstable Conservation Commiss ion Forms A and B shall be completed and returned to the Cominissiou prior to the start of work. 3. General Condition.No. 10 on Page 5(sign requirement)shall be.complied with. 4. The Conservation Commission shall receive written notice one(I)week in advance of the start of work. III. The following additional conditions shall govern the project once work begins: 5. General Conditions Nos. 13 and 14(changes jn plan)on Page 5 shall be complied xvith. 6. The Conservation Commission,its employees,and its agents shall have a rigbt of entry to inspect for compliance with the provisions of this Order-of Conditions. 7. Unless extended,this permit is valid for three years from the dale of issuance. Page 7.1 S. fhe seasonal pier components shall be stored At a suitable upland site;they shall not be stored on the pond shore,wetlands or banks. 9. A snlaU sign dial)be displayed at the end of the pier,facing open water. it shall read SE3-5240;233 Wheeler-Road V. After all w6rlc is completed,the following condition shall be promptly ntet: 10. At the completion of work,or by the expiration of this.Order,.the applicant shall request in'writing a Certificate:of Compliance for the work lie fein permitted. Barnstable Conservation Conmussion Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has heel' completed in accordance.with plans stamped by a:registered professional engineer,architect,landscape architect or land surveyor,a written statement by.such a professional shall be subnutted,certifying. substantial compliance with tlieplaus,setting forth what deviatiou(s),,if any,exists%Nrith ihe:approved plans. This siatenicnt,along�%ritli Porm.C,shall accompany the request for a Certificate of Compliance. Page 7.2 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3'-5 a ,1 MassDEP File.# WPA Form 5 ® Order of Conditions t lands Protection Act M.G.L. c. 131 40 eDEP Transaction# 1 LMassachusetts We la , § Barnstable Cilyrrown E. Signatures Important: This Order is valid for three years,unless otherwise specified as a special DEC 2 3 2011t When filling out condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance forms on the computer,use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to.move your cursor-do not The Order must be mailed by certified mail (return receipt request r hand delivered to use the return the applicant.A copy must be mailed, hand delivered or filed ectroni Ily at the same key time with theapp hate MassDEP Regional Office. ra V Sig at by hand delivery on ❑ by certified mail,return receipt DEC 2 3 2094 requested,on � , Date Date F. Appeals The applicant, the owner, any person aggrieved by this Orderi any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in.310 CMR 10.03(7) within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be-sent by certified mail or hand.delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any.appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation-in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to.the Order which is being appealed and how the Order does not contribute to the protection.of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131,.§40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw.,and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. npa5sigs.doc•rev.02252010 Page V of / Massacitusetts Department of Eiiviroiini ntal Protection Provided by ivlassDEP: Bureau of Resource Protection-WetlandsA1assDEP File#:003-5246 cDEP Transaction#:710526 `..� WPA Form 5- Order of Conditions Cityfrown:BARNSTABLE (; Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified 12/23/2014 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended 1.Date of Original Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must be signed by 5 a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department-of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant. Signatiures: LAURENCE MORiN DENNIS R.HOULE LOUISE R.FOSTER FAT PIU LEE PETER SAMPOU r by hand delivery on r by certified mail,.retunt receipt requested,on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,arc hereby notified of their right to request the appropriate IviassDEP Regional Office to issue a.Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Departnment,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal.Fonn,as.provided in 310 CtiiR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the.Conservation Commission and to the applicant,if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the pernit proceeding means(lie submission of written information to the Conservation Comnssion prior to the close of the public hcariiig,requesting a Superseding Order,or providing written information to the Depamnent prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in time N•lassaehusctts Wetlands Protection Act(M.G.L.c. 131,§40),and is inconsistent with the wetlands regulations(310 CMIt 10.00).'I'o the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts wetlands Protection Act or regulations,the Depamnent has no appellate jurisdiction. Page S of 9* ELECTRONIC COPY BARNS'ABLE REGISTRY OF DEEDS John F. Meade, Register Massachusetts Department of Environmental Protection Providcd by KIassDEP: Bureau of Resource Protection-Wetlands MassDEP File t1:003-5246 Ll �ti'PA Fot'til 5—OrderOrderOf ConditionscDEP Transaction tJ:71052G City/rown:BARNSTABLE iviassachusetts Wetlands Protection Act M.G.L.c. 131,§40 of ol-matioll G. Recording I o This Order of Conditions must be recorded`in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the FinaGOrder shall also be noted in the Registry's. Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording infomnatioh on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detuch on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. ................. I•o. BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for-the Project at: 233 WHEELER ROAD,MARSTONS MILLS 003-5246 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of- County Book Page for. i Property Owner BONNIE/CRAIGELLIS/HUNTLEY and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Rev.4i112010 Signature of Applicant Page of ELECTRONIC COPY BAXTER NYE ENGINEERING&SURVEYING 78 North Street, 3`d Floor Hyannis,MA 02601 t-(• f Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Bonnie Ellis & Craig Huntley Name of Applicant 233 Wheeler Road, Marstons Mills Mystic Lake Barnstable Project street address Waterway City/Town Description of use or change in use: Install seasonal dock for recreational boating. . To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and.bylaws." 2 2 2 r ' Printed Name of Municipal Official Da Barnstable nature of Municipal Offi Ti le . City/Town I C a v� r CH91App.doc•Rev.08/13 Page 6 of 13 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5246 1~~' eDEP Transaction#:710526 WPA Form 5- Order of Conditions Cityrrown:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 A. General Information 1.Conservation Commission BARNSTABLE 2. Issuance a. r OOC b.r Amended OOC 3.Applicant Details a.First Name BONNIE/CRA1G b.Last Name ELLISMUNTLEY c.Organization d.iblailing Address 233 WHEELER ROAD,MARSTONS MILLS e.City/ omm BARNSTABLE f.State MA g.Zip Code 02648 4. Property Owner a.First Name BONNIE/CRAIG b.Last Name ELLISMUNTLEY c.Organization d.Mailing Address 233 WHEELER ROAD,MARSTONS MILLS e.City/1'own BARNSTABLE f.State NIA g.Zip Code 02648 5. Project Location a.Strect Address 233 WHEELER ROAD,MARSTONS MILLS b.City/Town BARNSTABLE c.Zip Code 02648 d.Assessors MaplPlat#082 c.Parcel/Lot# 008-001 f.Latitude 41,6802N g.Longitude 70.41095W 6.Property recorded at the Registry of Deed for: a.County b.Certificate c.Book d. Page BARNSTABLE 26142 51 7.Dates a.Date NOI Filed: 11/26/2014 b.Date Public Hearing Closed: 12/16/2014 c.Date Of Issuance: 12/23/2014 8.Final Approved Plans and Other Documents a.Plan Title: b.Plan Prepared by: c.Plan Sigued/Stamped by: d.Revised Final Date: e.Scale: SITE PLAN BAXTER NYE STEPHEN A.WILSON,P.E. 11/3/2014 1"=2U ENGINEERING,INC. B. Findings 1.Findings pursuant to the Massachusetts Wetlands Protection Act Page t of 9*ELECTRONIC COPY BAXTER NYE ENGINEERING&SURVEYING 78 North Street, 3f'Floor Hyannis,MA 02601 # ZC 12-eo2:1-1 3 f � ;Massachusetts Department of Environmental Protection Provided by NfassDEP: Bureau of Resource Protection-Wetlands N1assDEP File#:003-5246 �.., WPA Form 5 - Order of Conditions eDEP Transaction#:710526 �1 Massachusetts Wetlands Protection Act M.G.L.c. 131,540 City/To%vn:BARNSTABLE Following the review of the the above-referenced Notice of intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all[hat apply: a. r Public Water Supply b. F Land Containing Shellfish c.F Prevention of Pollution d. f Private Water Supply e. F Fisheries f. F Protection of Wildlife Habitat g. r Ground Water Supply h. F Storm Damagc Prevention i. F Flood Control 2.Commission hereby finds the project,as proposed,is: Approved subject to: a.F The following conditions which are necessary in accordance with the perfomnance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b.r—The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.I—The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect die interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and wily it is necessaiy Is attached to this Order as per 310 CMR 10.05(6)(c). 3 r Buffer Zone Impacts:$honest distance behvccn limit of project disturbance and the wetland resource area specified in 310CMR10.02(l)(a). a.linear feet Inland Resource Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. 1-Bank a.linear feet b.linear feet c.linear feet d.linear feet 5.F Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. F Land under Waterbodies and Waterways 13 13 0 0 a.square feet b.square feet c.square feet d.square feet 0 e.cly dredged f dy dredg 7.F Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Page 2 of 9* ELECTRONIC COPY Massachusetts Deparhnent of Environmental Protection Provided byMassDEP: MassDEP File#:003-52a6 Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions eDEP Transaction 9:710526 1 iviassachusetts Wetlands Protection Act\-1.G.L.c. 131,§40 Cityifown:I3ARNSTABLE Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8.r Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e,cubic feet C cubic feet 9.r Riverfronl Area a.total sq.feet b.total sq.feet Sq tl within 100 ft c.square feet d.square feet e.square feet f square feet Sq ft between 100-200 ft g.square feet It.square feet i.square feet j.square feet Coastal Resource Area Impacts: Proposed Permitted Proposed Permitted Resource Area Alteration Alteration Replacement Replacement 10.r Designated Port Areas Indicate size under Land Under the Ocean,below 11.r Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12.r Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13.r Coastal Beaches a.square feet b.square feet c.c/y nourishment d.c/y nourishment Id.f Coastal Dunes a.square feet b.square feet c.c/y nourishment d.c/y nourishment 15.1Coastal Banks a.linear feet b.linear feet 16.1 Rocky Intertidal Shores a.square feet b.square feet 17.1—Salt Marshes a.square feet b.square feet c.square feet d.square feet 18.f Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.c/y dredged 19.f L,md Containing Shellfish a.square feet b.square feet c.square feet d.square feet Page 3 of 9* ELECTRONIC COPY -Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5246 WPA Form 5 - Order of Conditions eDEP Transaction#:710526 j, Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:BARNSTABLE Indicate size under Coastal Banks,inland Bank,Land Under the 20.f Fish Runs Ocean,and/or inland Land Under Waterbodies and Waterways, above c.c/y dredged d.c/y dredged 21,r Land Subject to Coastal Storm Flowage a.square feet b.square feet 22. r Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square tootage that has been entered in Section B.5.c&d or B.I Tc&d above,please entered the additional amount here. a.square feet of BVW b.square feet of Salt 1 trrsh 23. r Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a.number of new stream crossings b,number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects I. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the pennittec or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years;but less than five years,from the date of issuance.if this Order is intended to be valid for more than three years,the extension date and the special circumstances%%wanting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. S. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall he undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, Page 4 of 9*ELECTRONIC COPY 'Iassachusetts Department of Environmental Protection Provided.by 4fassDEP`. Bureau of Resource Protection-Wetlands ,YlassDEP File#:003-5246 WPA Forin 5- Order of Conditions eDEP Transaction#:710526 1 Massachusetts Wetlands Protection Act M.G.L.c. 131, 40 City/iowm:BARNISTABLE the Final Order shall also be noted in.the Registry s Grantor Index under the name of the owner ofthe land upon which the proposed work is to be done.Ill the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done:The recording information shall be submitted. to the Conservation Commission on the form at theend.of this Order,which fomrmust be Stamped by the Registry of Deeds, prior to the comrnencementof work.. 1 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearingthe words, "Massachusetts Department of Environmental Protection" [or'MassDEP."] File Number:"003-524G ; 11. Where the Department of Environmental Protection is requested to issue a Superseding,Order,the Conservation.Commission shall be a party.to all agency proceedings and hearings before Mass DER � 12. Upon completion of the work-described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form SA)to the Conservation Commission. 1.3.. The work shall conform to the plans and special conditions referenced in this.order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The.Agent or members of the Conservation Conuliission and the Department of Environmental Protcctionshall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated,in this Order,and may require the.submiltal of any data deemed necessary by the.Conservation Connmission.or Departnent for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject.to this.Order.and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering VegetatedlWetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until:a-Certificate of Compliance has been issued by the Conservation Conunnission. 18. All sedimentation barriers shall be maintained in good repair until all disturbedareas.have been filly stabilized with.vegetation or other means.At no time shall sediments be deposited in a wetland or water body:During construction,the applicant or hisilrer designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as.nceded:The applicant shall immediately control any erosion problems thatoccur at the site and.shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order: NOTICE OF STORMWATER CONTROL.AND MAINTENANCE REQUIREMENTS .12. The work associated with this Order(the"Project")is(I) r is not(2)E subject to the Massachusetts Stomnwater Standards. If the work is subject to Storrnwater Standards,.then the project is subjki to the follo%virig conditions; a) All%vork,including site preparation,land disturbance,construction and redevctopment,shall"be implemented in accordance i with the constriction period pollution prevention and.erosion and sedimentation:control plan and;if applicable,the Stomrvater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System.Construction General Permit as required by Stomnwater Standard.8.Construction period erosion,sedintentatiolh and pollution control measures and best management practices(BMPs)shall remain inplaceuntil the site is filly stabilized. b) No stonnwatcr runoff may be-dischargcd'to,the post-construction stonnwater BrivfPs unless and until a Registered Professional Engineer provides a Certification that:i.all construction period BMPshavc.bccn removed or will be.reinoved by i a date certain specifred.in the Certification.For any construction period BivlPs intended to be converted to post construction j operation for stomnwater attenuation,.recharge,andlortreatment,the conversion is allowed by the MassDEP Stomiavater Handbook BivIP specifications and that the BMP has-been properly cleancd'orprepared for post construction operation, u including=removal of all construction period'sediment nipped in inlet andoutlet control structures;ii..as-built final construction BMP plans are included,.signed and.stamped by a'Registercd Professional.Engineer,certifying the site is fully stabilized;iii: any illicit disclnarges'to the stonmvater nnanagenient.s_yston havebeenxemoved,_,as per the requirements of Stonnwater Page 5 of9.'s ELECTRONIC:COPY 1 MW NJ[ ssachusetts Departirient.of Eiivironiiiei tal`Pratectiou, 'Provided by MassDER Btu•eaii of Resource Protection-Wetlands N1assDEP File 9:003-5246, NVTA Form.5 - Ordet'of Conditions, eDEP Transaction/E:710526 City(1'o%%m:BA1L WO NSTA�BLE i' ;Massachusetts l3ndsTrotecfion Act.M.G.L.c...13 L,§40 Standard 10;:iV all post-construction stomrwater BNfPsare installed in accordancewith.the plans(including all planting plans)approved'by the issuing authority;and have been inspected to ensure that they are.not damaged and tliattheyare in f proper working condition;+,..any vegetation associated'witli.post-construction BNIPS.is suitablyestabBlied to withstand erosion. c) Tie landowner is responsible,for BMP maintenance until the issuing authority is notified that another party has legallyassunted respgnsibilityfbr BMP maintenance.Prior to requesting a Certificate ofConipliance,or Partial Certificate of Compliance,the responsible party,(defined in General Condilioii•t9(e))shall execute and submit to the issuing authority.an Operation and Maintenance Compliance Statenrenf("O&Ni Statement')for the Slomrvater BNIPs identifying the.party responsible for implementing the stomiwater BNIP Operation and NlaintenancePlan.("O&NI'Plaii'),and ccrtifying.thefollowing:i.)the O&M Plan is compleie and will.be;inrpleniented upon ieceipt of The Certificate ofCompliaiice,acid ii.)fife future responsible parties "shall be notified in writing of their ongoing legal responsibility to.operate and maintain the stomnvater management BMPS and implement die.StonnwalerPollution Prevention Plan. d) Post-c6nstru6on pollution prey entionand souice control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stomiwater Reportand,if applicable,the Stonnwater Pollution Prevention Plan required.by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) Unless and until anoilicr party accepts rCsspoiisibility,the landowner;or owner of any drainage easement'assimies, responsibility for maintaining each BMP.To overcome.this presumption;the landowner oflhe property must submit to the issuing authority legally binding agreement ofrecord„acceptable to the issuing authority;evidencing.that another entity has, accepted responsibility for maintaining the BMP,and thatthe proposed responsible party shall be treated as a permittce,for purposes ofunpkrii6ting the requirements of Conditions 19(o through.19(k)with respect to that.BNiP..Anyfailtire.of the proposcdrespoiisiblc party to implement the requirements of Conditions 19(o through 19(k).with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.lir the case ofstormwater BNiPs that are serving more thali one lot,the legally biirdiiig igreetiieiit shiill also identify the lots that will be serviced by the stoniiwater BNIPs.t�plan and easement deed:that grants the responsible'party access to perfomr the required operation and maintenance must be subiiiitted along,wilh the legally binding agreenienc: f) The responsible party shall'operitc and'main0in.all stomiwatcr.:BMPs in accordance'with the design-plans,the O&NI Plan, and(he requueiients,of the_Miis§achusetts Stormwat&Handbook. :g) The responsible party shall: L Maintain an operatiorrand maintenance:log for the last.three(3)consecutive calendar years of inspections;repairs, maintenance and/or-replacement of the stomrvater rianageiiiient system or any pIart thereof and disposal(for disposal'the log shall indicate the type.ofmaterial.and the disposal location); 2.Nlake the maintenance log available td MassDEP and the Conservation Commission("Connn&ion").upon request;and 3.Allow members and agents,of the MassDEP and the Commission to enter and inspect,the site to evaluate and ensure thatthe responsible party is iii compliance with tile:requirements for each BNiP established in tile0&NI Plan approved by the issuing authority. h) All sediment or other contaminants removed from stomiwater BMPs shall be disposed of in accordance.with all applicable ;federal,state,.and local laws and reg.6lations; i) Illicit discharges to the stomiwater management system as defined in 310 CMR 10.04.are prohibited. j) The.slciiinwatcr management systcimapproved-irrihe Order-of Copditionsshall not be changed'without the priorivriiten approval of the issuing authority. k) Areas designated as qualifying perviousareas for the purpose-of the.Low Impact Site Design Credit(as defined in the .MassDEP Stormwater Handbook,Volume 3,Chapterl,Low Impact Development Site Design Credits)shall not be altered' without.the prior written approval of tine issuiiig'authority: I) .Access for mairtenance,repair„and/or replacement of BNTPs shall not be>vithhcld..Anyfencing constructed around stomiwater:BMPs shall include access gates and.shall`be of leastsix'inches above gla&.10 allow for wildlife passage: Special,Conclitions: Page 6 of 9*'ELECTRONIC COPY' . 1 t 1 Massachusetts Dep:irtmeii:t of Euvironment:al.Protection Provided by Bureau of Resource Protection=Wetlands MassDEP File#i0031 5246 `YPA Form 5 Order-of Conditions0EP Transaction#7-1,0526 City/1own:BARNSTABLE Massachusetts,Wetlands Protection Act N1.G:L.c.,13.1 §�0„Ll ! A Findings Under Municipal Wetlands.Bylaw.or Ordinance L Is a municipal wetlands bylaw or orduiahce applicaple?r Yes 17 No , . i -2. The.Conservation'Conmiission hereby_(check one that.applies). a. .G 'DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw. specifically; I.Muni6pal Ordinance or Bylaw 2.Citation Therefore,work on this projectmay not,go forward"unless and:until a revised Nofice of lntent:is submitted�yhicfi provides measures which are adequate to meet these standards,.and'a final Oideror Conditions is issued_.Which.are necessary to comply with a municipal ordinance or bylaw: 6. r. APPROVES the proposed wo&,,subject to the folioN.ving additional conditions. . { 1.Municipal Ordinance or Bylaw TOWN OF 2.Citation S.237-1 -237-14 fJ BARNSTABLE 3. The:Conunission orders that all work shall be performed in accordance with the.following conditions and with.the,Notice of Intent referenced above.To the extent that the:following conditions modify or differ from the plans,.specificatioiis,or other, proposals Submitted with thtNotice of Iirient the conditions shall control. The special conditious:relatuig to municipal ordinance;or°by.law are as-.follows: SEE'.PA.GES 7.1 Ai`ID.7.-.2 Page 7'of 9`*ELECTRONIC COPY f I l S.E3-5246 "Name: .Bonnie Ellis&.CraigHuntley Approved Plan-= November 3,2014 Site Plan by Stephen A.:Wilson,P.E. Special Conditions of.Apprbval I. Preface Caution: Failure to comply with all Couditions of`this Order-of Coiiditions'mayresult in:serious consequences. Such consequences may include issuance of a Stop Work Order.;17ne(s);the.requirement to remove unperrnitted.struetures,requirement to re-landscape to original condition,the inability to obtain a Ccctificate of.Compliance,and.more. I"U General-Conditions of this Order begin on Page 4 and continue•on.Pages 5'through 6. The Special Conditions if necessary,are contained on Pages 7.1„7.2 and 1.3 all Conditions contained Herein require strictcompliance. lI. Prior to the start of work,the following conditions shall be satisfie& 1'. Wifhin one month.of receipt.of this Order of Conditions,and prior to the,commencement of any:work d -approve d herein,.General bmditionNumber 9'(recording requirenicnt),on,f ige 4.sliall be complied with: 2. It is the responsibility of the applicant,the o�vner_and/or suecessor(s),.and the project contractor,to ensure that all conditions-of this Order are complied with. The applicant shall prouid'c copies of the Order of Conditions and approved plans(and any'approved revisions thereot)to project contractors prior to Ilse start of work. Barnstable Conservation Commission Forms A and`B slia11 be-completed and-retunicd to the: Conimissionprior to the start of work. .3. 'General Coadition'No. 1'0 on.Page 5"(sign;regiiiremcnt)shalbbe complied widi: i A'. .The C.omervatidn.Commissioii shall.receive written notke.one(1)week in advance of the start of work., I M. The following additional.couditio—imshall govern the project once work.begins: .5. General Conditions.Nos.1.3 and 14(changes in plan)on Page-5 shall be complied\vith.. 6. .The Conservation Commission,its employces,,.and its agents shall.have,a right ofentry to inspect for coimpliance.with tlie;provisions:of.ibis Order.of Conditions.. 7.. U ilcssextended„this permit-is validAr three years.from.the date"of'issuance. �. Page 7:11 i 1 P S. 'flie seasonal pier components sliall'bestored.at:a suitable7uplandsite;tl:i 'sliall,not•be stored on the_pond shore,wetlands or banks. 9.. A small sign.shall lie displayed at the enil:o0he pier cingt faopen water:.It shalfreatl SF3-524.6;:233 Wheeler'Road" 1 IV. After all work is completed,'the following condition shall be-lironiptly met: 10. At the completiat<of wofk,orby the CXpira.tibn of this Ofdei the-applicant shall fcgtiest id writing-a Certificate of Compliance.for the work hemi i pcnpitled..Barnstable Conservation,Coniniission Torm C f .. l shall be mnpleted`and returned wi'th_tlw requestfor a Certificate.of Compliance Where a project has been in.ac rdance with laus slam edb �a:re isfcred rofessiona.len ineer;arcliitect,'landscape complct�d t co p P y ?;. p g t architect orrlan&Aurveyor,a written statement by_such.a professional.sliall'be,subniitted,.certifying substantial.compliance with the plans;setting forth jvhat de' ti`oti(s),if any.ezists Rrith theappruved:,plans. This statement,along witli•Forni-C,shall accompany,thy.rec[lFstfora.Certificate.ofCompliance.. i j I • {I i I Page 7r2: is f t ! i Protection Provided by Massachusetts Department of Environmental ! Bureau of.Resource Protection,-Wetlands, sssDEP F y .Ma ssDEP File# LL WPA Form 5 Order of Conditions 1 Massachusetts Wetlands Protection Act M.G.L. c. 1.31, 540 eDEP Transaction# Barnstable Cityfrown i E. Signatures. Important: This Order is valid,for three yeais,_unless otherwise:specified as a special DEC 23 2014 i when filling out condition pursuant to General Conditions##4,from the date of.issuance. 1.Date of,lssuance forms on the computer;use Please indicate the number of members who will sign this form. only the tab key This Order must be signed.by a majority of the Conservation Commission. 2.Number of Signers. f to move your cursor=do not The Order must be;mailed'by certified-mail.(return receipt request r'han.d delivered to j use the retum j key. the applicant. A copy must be mailed, hand delivered or filed ectroni Ily at the same time with thte"MassDEP Regional Office. Q I Sig at ® by hand delivery on ❑ by certified mail,,return receipt requested,on ;DEC 2. 3 .2.014 Date Date F. Appeals The applicant,the owner, any;person aggrieved by this Order, any owner of land abutting ' the land subject to this Order;-or any ten residents of the city or town in which such land is .located, are hereby notified of their,right to request the appropriate MassDEP Regional Office to issue a Superseding Order�of'Conditions. The request must be made'by certified mail or hand delivery to the Department,'with the appropriate filing fee and a.completed Request of,Departmental Action Fee Transmittal Form; as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order.A copy of the request shall.at the same time be,sent by certified mail or hand delivery to'the Conservation, Commission and to the applicant, if he/she..is note the appellant. Any appellants seeking to:appeal the.Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous__ participation in the permit proceeding means the submission of written information to the. Conservation Commission prior to the close of the public hearing, requesting a Superseding Order,.or providing,written.information,to.the Department_prior to issuance-of ,a.Superseding Order: The request.shall..state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the'interests:identified in the Massachusetts Wetlands Protection.Act(M.G.I.c.,131-, §40), and is inconsistent with the wetlands regulations (310 CMR.10.00).To the extent that the Order is based on a. municipal ordinance or bylaw, and not on the:Massachusetts Wetlands_ Protection Actor regulations,the Department,has no appellate jurisdiction. wpa5si9s.dac- rev.0212512010 Page.v i / i a Massachusetts Department of Enviroumental,Protecti'ott Provided byivfassDEP: Bureau of Resource Protection-Wetlands ivIassDEP File#:003-52a6 WPA Form 5- Ot dei of Conditions eDEP Transact ion#:710526 1 Massachusetts Wetlands Protection Act M.G.L.c. 111,§4.0 Gity/lomvn:BtlRi�ISTABL'& E. Signatures Thi's Order is valid for three years from:the-date of issuance,unless otherwise specified 12/23/2014 pursuant to General Condition Ikl.if this is an Amended Order of Conditions,,the Amended 1.Date of Original.Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must ksigned by 5- a.majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or band delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental ProtectioivRegional Office,ifnot filing electronically,and the property owner,if dilferentfronm.applicant. Signatures: LAURENCE MORIN C DENNIS R.HOULE LOUISE R.FOSTER FAT PIU LEE l PETER SAMPOU' r- by hand delivery on fv by certified mail,,return receiptrequested,:on i Date Date F. Appeals The applicant,the owner,anyperson aggrieved by this Ordcr,,lny owner of land abutting the land subject to this Order,or any ten. residents of the city or town in which such land is located,.are hereby notified of their right to regtiestthe appropriate MassDEP Regional Office to issue a Superseding.Order of Conditiorm The request-must be:made by certified mail or hand delivery to the• Department,with the appropriate filing fee anda completed Request for Departmental Action Fee Transmittal Form;as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A.copy of the-request shall at'the same time be sent by certified mail or hand delivery to the Conservation Commission and'to the applicant if he/she,is-not the-appellant. Any appellants seeking to appeal,the Department's Superseding Order associated with this appeal will be required to demonstrate prior partii:ipation.in the review of this project:Previous participation in die pennit.proceeding means fhe submission oflvritten infommationao the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,orpeov�iding wr.ittcrrinformation to the Department prior to issuance of a,$upemMing Order..- The request shall state cicarlyand concisely;the objections.to the Order which.is being appealed and how the Order does not contribute to the protection.of.the interests.identified in.the-iMassachusetts.WV tlands Protect ion'Act(M.G.L.c. 131',y 40);and is inconsistent with the wetlandsregulations(310 C14R I6.00).To the extent that the Order is based'on a municipal'ordinance or bylaw,, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Page.8 of *''ELECTRONIC COPY Massachusetts Departmeiit of Rnvii*onfrtental Protection Provided by.MassDEP:' Bureau of Resoutce'PeWction Wetlands MassDEP File#003 5246 eDEPTransaction 9:71.0526: NVPA Form 5 - Order of•Con1:11tlons'. Cilyffo++m:BARNSTABLE. i 1 Massachusetts Wetlands Protection Act M.G.L.c: 131,140` 6'. Re'ording'InformAtion This Order_of Conditions must be recorded'in the Registry of Deeds or the Land Court f6r the district in which the land is locatedi withiii the chain of.title of file•affected,property:.ln.the case,of recorded.land;theTinal Order shall be noted in the Regi'strys Grantor Index under•the name of the own of the land subject to the Order,.hi the case.of registered land;this Order shall also be noted;on:the.Land Court Certificate of.Title of the owner ortlie landsubject to ihe.Order-ofConditions The recording infonnation on this page shall be submitted to the Conservation Comnussionaisted.belo+vi BARNSTABLE' Conservation.Coninnission Dctach on dotted line;have stamped by,'thc Registry of Deeds and'suUmit io.the Conservation Coniiiiission: To........................................................:................................. BAMISTABLE Conservation Commission Please be ii vi'sed'thatthe Order of Condifions-for the Project at: 233 WHEELER ROAD;_MARSTONS MILLS 003-5.246- ProjectLocation MassDEP File.dniber Has been recorded:at the Registry;ofDeeds.of County Book Page for.. Property Oivncr.BONNIE/CRAIG ELLISMUNTLEY and:lias-lieenmoted.in the chnih offitle of die affected`property ill: Book Page i In accordance with the Order of Conditions issued.on: Date i If recorded land,,the instrunnentinumberndentifying his transaction is:' Insti-unienfNumber k If registered"land,the docuinent.numbcr idcntifyii5gahis.transaction is: f E DociinienfNuinUcr { t Signature_of Al plicant. Ric•.+iuzoro, Pa&9 of 94.ELECTIZONt COPY. BAXTER,N,YE ENGINEERING&SURVEYING 78:Nor.th.Street, :3rd Floor Hyannis,,MA 02601 - Transmittal Letter To: Thomas Perry, Building Inspector .200 Main Street Hyannis, Mass. 02601 G From: Stephen A. Wilson, P.E. Subject: Ch. 91 License Application; B. Ellis & C. Huntley `^ cap Date: January 301h, 2015 p Q We are sending you ® Attached ❑Under Separate Cover The following documents: rm u 01 078 ®Prints ❑ Septic System Design ❑ Variance Approval ❑ Recording Slip® Order of Conditions ® Other: Municipal Zoning Certificate DATE QUANTITY DESCRIPTION One set Chapter 91 License Application &Plans-draft 12/23/2014 One set Order of Conditions& Approved Plan—SE 3-5246 These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑ For Your Files ❑ For Review and Comment ® For Signature ❑ As Required Other: Prior to filing the Chapter 91 License Application with the D.E.P. we need to have you sign the Municipal Zoning Certificate. I thank you for your assistance.in this matter. Additional Distribution: files File No: 2012-022:03 Baxter Nye Engineering& Surveying Phone: 508-771-7502,ext. 13 78 North Street - Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail: swilson@baxter-nye.com TransmittalLetterl.doc f ; i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Important: A. Application Information Check one When filling out pp ) forms on the computer, use NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing only the tab key Package for BRP WW06. to move your cursor-do not Name (Complete Application Sections) Check One Fee Application# use the return key. WATER-DEPENDENT- V1kA General (A-H) ® Residential with <4 units $215.00 BRP VWV01 a ❑ Other $330.00 BRP WW01 b ❑ Extended Term $3,350.00 BRP WW01c For assistance ................................................................................ ......................... $100.00 BRP WW03a application, please — see the "Instructions". ❑ Other $125.00 BRP WW03b NONWATER-DEPEN DENT- Full (A-H) : ❑ Residential with < 4 units $665.00 BRP WW15a ❑ Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c ----.._.._.._..----------..-..-..-------..-..-----------------------.-..-..-..-.._.._.._.._..-------------..-..-..-..-..-..-..-..----------.._.._.._..-------- Partial (A-H) ❑ Residential with <4 units $665.0.0 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b O ❑ Extended Term $3,350.00 BRP WW16c t4. ........................................................................................................................................................ Joint.MEPA/EIR(A-H) El Residential with < 4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c Amendment(A=H) ❑ Residential with <4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d ❑ Extended Term $1,335.00 BRP WW03e CH91App.doc•Rev.08/13 Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Bonnie Ellis & Craig Huntley Name E-mail Address 233 Wheeler Rosd Mailing Address Note: Please refer Marstons Mills Massachusetts 02648 to.the"Instructions" City/Town State Zip Code Telephone Number Fax Number 2-. Authorized Agent(if any): Stephen A. Wilson, P.E. swilson@baxter-nye.com Name E-mail Address 78 North Street . Mailing Address Hyannis Massachusetts 02601 Citylrown State Zip Code 508-771-7502 .508-771-7622 Telephone Number Fax Number. C. Proposed Project/Use'Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) Map 082; Parcel 008-001 41.680257 70.410725 Tax Assessors Map and Parcel Numbers Latitude Longitude 233 Wheeler Road, Marstons Mills Massachusetts 02648 Street Address and City/Town State Zip Code 2. Registered Land ❑ Yes ® No 3. Name of the water body where the project site is located: D Mystic Lake 4. Description of the water body in which the project site is located (check all that apply): Type - Nature Designation ❑ Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concern ❑ Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ® Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.08/13 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection.-Waterways Regulation Program x264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Non-commercial docking and boating access to navigable water. 6. What is the estimated total cost of proposed work (including materials & labor)? $15,000.00 7. List the name &complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. Ruth G. DeYoung 235 Wheeler Road, Marstons Mills, Mass. 02648 Name Address Ronald M.Thalheimer 28 Elizabeth Road,-Hopkinton, Mass. 01748 Name Address Name Address D. Project Plans 1. 1 have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications Q D ❑ 401 Water Quality Certificate 0 Date of Issuance ®Wetlands SE 3-5246 File Number ❑ Jurisdictional Determination. JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc.•Rev.08/13 Page 3 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make*application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's signature(if applicable) Date I \ D CH91App.doc-Rev.08/13 Page 4 of 13 Massachusetts Department of Environmental Protection - Bureau of Resource Protection -Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. ' Provide a description of the dredging project ❑ Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume (cubic yards) of material to beAredged? i 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. ' D CH91App.doc•Rev.08/13 Page 5 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Bonnie Ellis & Craig Huntley Name of Applicant 233 Wheeler Road, Marstons Mills Mystic Lake Barnstable Project street address Waterway City/Town Description of use or change in use: Install seasonal.dock for recreational boating. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Barnstable Signature of Municipal Official Title City/Town O CH91App.doc-Rev.08/13 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification j Notice to Bonnie Ellis &Craig Huntley - Applicant: Name of Applicant Section H should 233 Wheeler Road; Centerville Mystic Lake Barnstable be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Install seasonal dock for recreational boating. i i To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." Printed Name of Municipal Official Date Barnstable Signature of Municipal Official Title City/Town . Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. oD CH91App.doc•Rev.08/13 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00, Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to"Sample Plan" (attached) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location. ® Scale is stated & shown by graphic bar scale on each sheet ® Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which aye Proposed and indicating Existing Waterways Licenses ❑ Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ❑ All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are.Proposed and indicating Existing Waterways Licenses- Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s) and or fill and the distance which they extend beyo HW* or OHW* ❑ Change in Use of any structures on site must be stated D Q * See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark..Note: DEP may, at its discretion,-accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects arid,projects covered by ME PA to. address site design components such as visual access, landscaping &site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. _ CH91App.doc-Rev.08/13 Page 8 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ® Property lines, full black lines, along with abutters' names and addresses ❑ Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ® Mean Low Water(MLW)*, black dotted line,'(.............) ❑ Historic MHW*or OHW* ❑ Historic MLW* ❑ State Harbor Lines, black dot-dash line (— . —. —. —)with indication of Chapter&Act establishing them (Ch. , Acts of) ® Reference datum is National Geodetic Vertical Datum (NGVD) or(NAVD). ® Floodplain Boundaries according to most recent FEMA maps ❑ Proposed & Existing Easements described in metes & bounds Water-Dependent Structures ® Distance from adjacent piers, ramps or floats (minimum distance of 25' from property line, where feasible) ❑ Distance from nearest opposite shoreline ® Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. O CHMpp.doc-Rev.08/13 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 cMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. . Registry Statement 3 i7 3 aD 3112 inche 5 inches Locus Map First Sheet Only 3 co a 219 inche 1 CD Sample plan 81/2 inche P.E. or RIS. Scamp 3 3/4 inch e Plan Accompanying Petition of... D EP Stamp 0 First Sheet Only 39 " Border CH91App.doc•Rev.08/13 - Pagel 0 of 13 Massachusetts Department of Environmental Protection. Btjreau of Resource Protection - Waterways Regulation Program X264259 Chapter 91 Waterways License Application -310 cMR 9.00 Transmittal,No. Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: General View ❑ Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on.8-1/2 inch X 11 inch paper. ❑ A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other.edges. ❑ A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared.- ❑ Use only dot shading, hatching, and dashed or dotted line to show or indicate particular features of the site on the drawings. ❑ If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ❑ North Arrow ❑ Locus Map ❑ .Standard engineering scale. ❑ Distances from channel lines and structures if appropriate. ❑ Mean high water and mean low water shorelines (see definitions of"High Water Mark" and "Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure (for projects lowering waters of Great Ponds). CH91App.doc•Rev.08/13 Page 11 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x264259r Chapter 91 Waterways License Application—310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black ink (blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2" x 11" sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan, the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR'9.34(2). ® Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(2)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's signature, the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by the Commonwealth (e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). ® Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across'a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application: (1) the Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2) a final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project; or(3) the Notice of Intent for the initial filing (if the project does not trigger review under MEPA). ❑ Massachusetts Environmental Protection Act(MEPA):'MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification.Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report (EIR) and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the EN the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA,the Chapter 91 Public Notice must als i MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 151h a ach month. CH91App.doc•Rev.08/13 Page 12 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X264259 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. Projects involving dredging: ❑ The term "dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ® For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application & Payment to the appropriate DEP Boston or regional office (please refer to Pg. 10 of the"Instructions" for the addresses of DEP Regional Offices). ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ® Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee* (please refer to Page 1 of the'Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment: Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 * Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles"Hardship Request" on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c) to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. _ CHMpp.doc-Rev.08/13 Page 13 of 13 � �oI � DL/SIB o4a,ao�loo/ f� cTE-XilseCascade Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam01 i3Q �.�' .r"'�3:0-Design Report•- I-IS 1 span I No canrilevers 1 0/12 slope S&'r-.:rdsy,August 04, 2012 Build 517 File Name: BC Job Name: New Residence I �q�/PDescription: Beam01 Address: 233 Wheeler Road G]o l `� ' Specifier: Paul W. Swanson. P.E. City, State,Zip: Marstons Mills, MA ��//11 Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code ,eports: ESR-1040 Misc: job 4538 12 i_71 1 2 s_L� s_ I i i l i i i i l 1 � I L L v y i v v v oj `y, (.`1» _ .M +c 3, - g ,�'i t,, -es � ��'.�5s-,e3-�, 4 i c'w '+' y n`-' °•1' <it 09-06-00 BO B1 DL 1,121 Ibs DL 1,121 Ibs SL 1,568 Ibs SL 1,568lbs Total Horizontal Product Length=09-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 09-06-00 15 30 11-00-00 2 Wall Unf. Lin. (plf) L 00-00-00 09-06-00 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,109 ft-Ibs 27.7% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2,064 Ibs 24.0% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U975 (0.114") 18.5% 3 1 output as evidence of suitability for Live Load Defl. L/1,673 (0.067") 14.3% 3 1 particular application.Output here based Max Defl. 0.114" 11.4% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 9.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 3-1/2" 2,689 Ibs Unspecified 51.2% Hanger or ask questions,please call B1 Hanger.Load 2"x 3-1/2" 2,689 Ibs Unspecified 51.2% Hanger (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS rm, Cautions ALLJOISTO,BC RIM BOARDT" BCIO, For roof members with slope (1/4)/12 or less final design must ensure that ponding instability BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@, M@,VERSA-RIM will not occur. PLUSO VERSA R MO Fol roof Pnembers with slope (1/2)/12 or lesr,final design must account for Rain-on-Snow VERSA-STRANDO,VERSA-STUDO are cup charge load. trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L1240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram- b r—d- I AA T— • r• i �����H OF 114A PAl!L�1I. SUVANSON r� .1 . STRUCTURAL j ® No.35334a I a minimum = 2" c= 7-1/4" b minimum = 3" d= 24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 ©6tise Cascade Triple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Roof BeamkBeam02 I BC CALCO 3.0 Design Report- US 1 span No cantilevers j 8/12 slope Saturday, August 04, 2012 Build 517 File Name: BC Job Name: New Residence Description: Beam02 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 1__1B 12 21-00-00 1 BO,5-1/2" B1,5-1/2" DL 1,656 Ibs DL 1,183 Ibs SL 1,762 Ibs SL 1,065 Ibs Total Horizontal Product Length=21-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 21-00-00 18 30 02-00-00 2 Beam01 at bearing BO Conc. Pt. (Ibs) L 06-00-00 06-00-00 1,121 1,567 n/a 3 Cheek Wall Trapezoidal (plf) L 06-00-00 72 n/a 21-00-00 0 n/a Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 17,079 ft-Ibs 51.5% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 3,256 Ibs 25.2% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. L/215 (1.359") 83.8% 3 1 output as evidence of suitability for Live Load Defl. U437 (0.667") 54.9% 3 1 particular application.Output here based Span/Depth 21.6 n/a 1 on building code-accepted design p p properties and analysis methods. Installation of BOISE engineered wood %Allow %Allow products must be in accordance with Bearing Supports Dim.(L x WV) Value Support Member Material current Installation Guide and applicable BO Wall/Plate 5-1/2"x 5-1/4" 3,418 Ibs 27.9% 15.8% Spruce Pine Firbuilding codes.To obtain Installation Guide B1 Wall/Plate 5-1/2"x 5-1/4" 2,248 Ibs 18.3% 10.4% Spruce Pine Fir or ask questions,please call (800)232-0788 before installation. Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length BC CALCO,BC FRAMER@,AJST"', Plumb Cut with Hanger to dbl. top plate 8/12 13-1/2" 21-00-00 25-10-06 ALLJOISTO,BC RIM BOARDTM,BCI&, BOISE GLULAMTm,SIMPLE FRAMING NotesSYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, Design meets Code minimum (U180)Total load deflection criteria. VERSA-STRAND&,VERSA-STUDO are Design meets Code minimum (L/240) Live load deflection criteria. trademarks of Boise Cascade Wood Products L.L.C. OF hTgs PAULN/. SVMNSON ® STRUCTURAL y�� a o.35 ' 'ON i.-� Page 1 of 2 T Bbise Cascade Triple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam02 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 8/12 slope Saturday,August 04,2012 Build 517 File Name: BC Job Name: New Residence Description: Beam02 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure b d Completeness and accuracy of input must L be verified by anyone who would rely on a • • output as evidence of suitability for o T o particular application.Output here based c on building code-accepted design i properties and analysis methods. • o Installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 6-1/4" (800)232-0788 before installation. b minimum = 3" d= 24" e minimum= 3" BC CALC&,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTm,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEMO,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS@),VERSA-RIMED, Member has no side loads. VERSA-STRAND@,VERSA-STUD&are Concentrated loads are not considered in side load analysis. trademarks of Boise Cascade Wood y Products L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 I ©Boise cascade Triple 2 x 12 SPF #2 Roof Beam\BeamO3 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Saturday, August 04,2012 Build 517 File Name: BC Job Name: New Residence Description: Beam03 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 4538 1-10 12 eo o - 09-06-00 BO B1 DL 946 Ibs DL 946 Ibs SL 1,211 Ibs SL 1,211 Ibs Total Horizontal Product Length=09-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%, 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 09-06-00 15 30 08-06-00 2 Wall Unf. Lin. (plf) L 00-00-00 09-06-00 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,901 ft-Ibs 61.6% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 1,656 Ibs 31.6% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U1,094 (0.102") 16.4% 3 1 output as evidence of suitability for Live Load Defl. U1,949 (0.057") 12.3% 3 1 particular application.Output here based on building code-accepted design Max Defl. 0.102" 10.2% 3 1 properties and analysis methods. Span/Depth 9.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 4-1/2" 2,157 Ibs Unspecified 56.4% Hanger or ask questions,please call B1 Hanger Load 2"x 4-1/2" 2,157 Ibs Unspecified 56.4% Hanger (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTm, Cautions ALLJOISTO,BC RIM BOARDT"^ BCI@, For roof members with slope (1/4)/12 or less final design must ensure that ponding instability BOISE GLULAMT" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@,VERSA-RIM@, For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRANDO,VERSA-STUDO are surcharge load. trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. �0-. OF PAI,I L V:. . �G% SYMNSON y P STRUCTURAL No.353ON Page 1 of 1 ©Boise Cascade Triple 2 x 12 SPF #2 Roof Beam\Beam04 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 8/12 slope Saturday, August 04,2012 Build 517 File Name: BC Job Name: New Residence Description: Beam04 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 4538 ,__1B 12 LJL 17-00-00. BO,5-1/2" B1,5-1/2" DL 1,646 Ibs DL 705 Ibs SL 1,639 Ibs SL 592 Ibs Total Horizontal Product Length= 17-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 17-00-00 18 30 02-00-00 2 Beam03 at bearing BO Conc. Pt. (Ibs) L 01-06-00 01=06-00 943 1,211 n/a 3 Cheek Wall Trapezoidal (plf) L 01-06-00 72 n/a 17-00-00 0 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,203 ft-Ibs 77.9% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 3,131 Ibs 59.8% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U406 (0.577") 44.4% 3 1 output as evidence of suitability for Live Load Defl. U924 (0.253") 26.0% 3 1 particular application.Output here based on desi Span/Depth 17.3 n/a 1 properties and analysis tme hods• Installation of BOISE engineered wood %Allow %Allow products must be in accordance with Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable BO Wall/Plate 5-1/2"x 4-1/2" 3,285 Ibs 31.2% 31.2% Spruce Pine Firbuilding codes.To obtain Installation Guide B1 Wall/Plate 5-1/2"x 4-1/2" 1,298 Ibs 12.3% 12.3% Spruce Pine Firor ask questions,please call (800)232-0788 before installation. Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length BC CALCO,BC FRAMER@,AJSTm, Plumb Cut with Hanger to dbl. top plate 8/12 13-1/2" 17-00-00 21-00-11 ALLJOISTO,BC RIM BOARD TM,BCIO, BOISE GLULAM rm,SIMPLE FRAMING NotesSYSTEMO,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, Design meets Code minimum (U180)Total load deflection criteria. VERSA-STRAND@,VERSA-STUDS are Design meets Code minimum (U240) Live load deflection criteria. trademarks of Boise Cascade wood The analysis of solid sawn wood members is in accordance with the NDS and is limited to the Products L.L.C. output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. fisC►�?��N �FS� 0 Pp o� PAUL W. SWANSON � ® o STRUCTURAL °® s/ON L FN�® Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam05 BC CALCO 3.0 Design Report- US 2 spans No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC Job Name: New Residence Description: BeamO5 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 �o 12 i l l 2 w <o 17-09-00 15-09-00 BO, 5-1/2" B1,5-1/4" B2,5-1/2" DL 2,132 Ibs DL 6,485 Ibs DL 1,991 Ibs SL 4,516 Ibs SL 12,250 Ibs SL 4,495 Ibs Total Horizontal Product Length=33-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 33-06-00 15 30 19-00-00 2 Add'I roof load Unf. Area (psf) L 17-09-00 33-06-00 15 30 02-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 22,757 ft-Ibs 62.0% 115% 193 1 - Internal Completeness and accuracy of input must Neg. Moment -30,744 ft-Ibs 83.8% 115% 3 1 - Right be verified by anyone who would rely on End Shear 5,384 Ibs 39.5% 1'15% 193 1 - Left output as evidence of suitability for Cont. Shear 8,288 Ibs 60.8% 115% 3 1 -Right particular application.Output here based on building code-accepted design Total Load Defl. U284 (0.733") 63.4% 193 1 properties and analysis methods. Live Load Defl. U384 (0.542") 62.5% 193 1 Installation of BOISE engineered wood Total Neg. Defl. U-1,376 (-0.134") 13.1% 193 2 products must be in accordance with Max Defl. 0.733" 73.3% 193 1 current Installation Guide and applicable Span/Depth 17.5 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x VV) Value Support Member Material BC CALCO,BC FRAMER@,AJSTM, BO Wall/Plate 5-1/2"x 5-1/4" 6,647 Ibs 54.2% 30.7% Spruce Pine FirALLJOISTO,BC RIM BOARD-,BCI@, B1 Post 5-1/4"x 5-1/4" 18,735 Ibs 0.7% 90.6% Steel BOISE GLULAMT^" SIMPLE FRAMING B2 Wall/Plate 5-1/2"x 5-1/4" 6,486 Ibs 52.9% 30.0% Spruce Pine FirSYSTEMO,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIMO, VERSA-STRANDO,VERSA-STUD@ are Cautions trademarks of Boise Cascade Wood For roof members with slope (1/4)/12 or less final design must ensure that ponding instability Products L.L.C. will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. �POA Of ®o�� PAUL W. 9'` .S SWANSON m. ® STRUCTURAL10. o.3533 Page 1 of 2 I T Boise Cascade Triple 1-3/4" x 11-7/3" VERSA-LAM® 2.0 3100 SP Roof BeamSeam05 BC CALCO 3.0 Design Report- US 2 spans I No cantilevers 1 0/12 slope Saturday,August 04, 2012 Build 517 File Name: BC Job Name: New Residence Description: Beam05 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure b d Completeness and accuracy of input must L be verified by anyone who would rely on a o output as evidence of suitability for 0 T 0 particular application.Output here based c on building code-accepted design i properties and analysis methods. • m Installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 2" c=6-7/8" (800)232-0788 before installation. b minimum = 3" d=24" e minimum = 3" BC CALCO,BC FRAMER@,AJSTm, ALLJOISTO,BC RIM BOARDTm,BCIO, Nailing schedule applies to both sides of the member. BOISE GLULAMTm,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: 16d Sinker Nails PLUS@,VERSA-RIMO, VERSA-STRAND@,VERSA-STUD@)are trademarks of Boise Cascade Wood Products L.L.C. I I I I Page 2 of 2 i ©Boise Cascade Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam06 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam06 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 i i l i1 1 i 2 i 1 1 1 i a 09-00-00 BO,5-1/2" B1,5-1/2" LL 450 Ibs LL 450 Ibs DL 1,232 Ibs DL 1,232 Ibs SL 1,890 Ibs SL 1,890 Ibs Total Horizontal Product Length=09-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Roof Unf.Area (psf) L 00-00-00 09-00-00 15 30 14-00-00 2 Ceiling Unf. Area (psf) L 00-00-00 09-00-00 20 10 05-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,684 ft-Ibs 29.2% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 2,596 Ibs 24.5% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U841 (0.117") 28.5% 2 1 output as evidence of suitability for Live Load Defl. U1,284 (0.077") 28.0% 2 1 particular application.Output here based Max Defl. 0.117" 11.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 5-1/2"x 5-1/4" 3,572 Ibs 29.1% 16.5% Spruce Pine Firor ask questions,please call B1 Wall/Plate 5-1/2"x 5-1/4" 3,572 Ibs 29.1% 16.5% Spruce Pine Fir(800)232-0788 before installation. BC CALCO,BC FRAMERO,AJSTTM, Dotes ALLJOISTO,BC RIM BOARD TM,•BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT^^ SIMPLE FRAMING SYSTEDesign meets Code minimum U360 Live load deflection criteria. PLUS@,O,VERSA-LAMO,VERSA-RIM 9 ( ) PLUSO,VERSA-RIMO, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d a I • s o T o e c i • �- e o 0 0 4�p� Re�P�H OF t,14�® ;- PAI)LN'. a minimum = 2" c=4-1/4" StYANSON R, b minimum = 3" d= 24" STRUCTURAL co minimum = 3" 09 No.35 34o Q Nailing schedule applies to both sides of the member. Member has no side loads. ®/0 L Connectors are: 16d Sinker Nails y y Page 1 of 1 ©Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamSeam07 BC CALCO 3.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam07 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 I I I I I I i 2 ' v I I I I i t i I , I I i t I I I 16-00-00 BO, 5-1/2" B1,5-1/2" LL 1,440 Ibs LL 1,440lbs DL 2,300 Ibs DL 2,300 Ibs SL 2,880 Ibs SL 2,880 Ibs Total Horizontal Product Length=16-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Roof Unf.Area (psf) L 00-00-00 16-00-00 15 30 12-00-00 2 Ceiling Unf.Area (psf) L 00-00-00 16-00-00 20 10 09-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 23,926 ft-Ibs 65.2% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 5,422 Ibs 45.0% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U268 (0.68") 89.4% 2 1 output as evidence of suitability for Live Load Defl. U411 (0.444") 87.5% 2 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.68 68.0/0 2 1 properties and analysis methods. Span/Depth 15.4 n/a 1 Installation of BOISE engineered wood Shear: LeftBevel 154 psi 46.9% 115% 13 1 - Left products must be in accordance with Shear: RightBevel 154 psi 46.9% 115% 2 1 - Right current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing-Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 5-1/2"x 5-1/4" 6,620 Ibs 53.9% 30.6% Spruce Pine FirBC CALCO,BC FRAMERO,AJS-, B1 Wall/Plate 5-1/2"x 5-1/4" 6,620 Ibs 53.9% 30.6% Spruce Pine FirALLJOISTO,BC RIM BOARD'-,BCI@, BOISE GLULAMTm,SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, Design meets Code minimum (U240)Total load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum load deflection criteria. Products L.L.C. Notch/Bevel Cut Details Location Type Dimensions Design Depth L Bevel-Top Heel Depth: 5", Bevel Slope: 12/12 10-1/2" R Bevel-Top Heel Depth: 5", Bevel Slope: 12/12 10-1/2" bevel bevel slope slope ®� ..H OF M 12 12 s ® PAI)L V;. n O ,G\ Is SVJANSON heel w-- - heel �= I -4 STRUCTURAL + depth r depth No.3514 y l� Page 1 of 2 QBois eCascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam07 BC CALC®3.0 Design Report- US 1 span No cantilevers 10/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam07 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure Completeness and accuracy of input must b d— be verified by anyone who would rely on output as evidence of suitability for FIE 0 T` 0 0 particular application.Output here based on building code-accepted design c i properties and analysis methods. 1 . Installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 6-7/8" (800)232-0788 before installation. b minimum = 3" d= 24" e minimum = 3" BC CALC@,BC FRAMER®,AJS'"^ ALLJOIST@,BC RIM BOARDTm,BCI@, Nailing schedule applies to both sides of the member. BOISE GLULAMTm SIMPLE FRAMING Member has no side loads. SYSTEMO,VERSA-LAM@,VERSA-RIM Connectors are: 16d Sinker Nails PLUS@,VERSA-RIMO, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ©Boise cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml13eam08 BC CALCO 3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Saturday,August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam08 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 i I l i I i 16-00-00 BO,5-1/2" B1,5-1/2" LL 1,920 Ibs LL 1,920 Ibs DL 1,054 Ibs DL 1,054 Ibs Total Horizontal Product Length= 16-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Attic Unf.*Area (psf) L 00-00-00 16-00-00 20 10 12-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,747 ft-Ibs 50.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,435 Ibs 30.8% 100% 1 1 - Left be verified by anyone who would rely on Total'Load Defl. U398 (0.458") 60.2% 1 1 output as evidence of suitability for Live Load Defl. U617 (0.296") 58.3% 1 1 particular application.Output here based Max Defl. 0.458" 45.8% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 5-1/2"x 3-1/2" 2,974 Ibs 36.3% 20.6% Spruce Pine Firor ask questions,please call B1 Wall/Plate 5-1/2"x 3-1/2" 2,974 Ibs 36.3% 20.6% Spruce Pine Fir(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Dotes ALLJOISTO,BC RIM BOARD TM,BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE M@,VE S SIMPLE FRAMING Design meets Code minimum U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM g ( PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d a • T e • c •1 • ®® ��' 'O OF A4461 a minimum = 2" c= 7-7/8" Pp-U L�/ b.minimum= 3" d = 24" S1p1ANSON p� STRUCTURAL Member has no side loads. " lo.35334o Q Connectors are: 16d Sinker Nails P A g6GL Page 1 of 1 r ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam09 I BC CALCO 3.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: BeamO9 I Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 1 2 11-11-00 BO, 5-1/2" B1,5-1/2" LL 477 Ibs LL 477 Ibs DL 1,663 Ibs DL 1,663lbs SL 2,681 Ibs SL 2,681 Ibs Total Horizontal Product Length= 11-11-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Roof Unf. Area (psf) L 00-00-00 11-11-00 15 30 15-00-00 2 Ceiling Unf. Area (psf) L 00-00-00 11-11-00 20 10 04-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 12,516 ft-Ibs 52.0% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 3,809 Ibs 35.0% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U359 (0.372") 66.8% 2 1 output as evidence of suitability for Live Load Defl. U548 (0.243") 65'.7% 2 1 particular application.Output here based Max Defl. 0.372" 37.2% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 14.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x VV) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 5-1/2"x 5-1/4" 4,821 Ibs 39.3% 22.3% Spruce Pine Fir or ask questions,please call B1 Wall/Plate 5-1/2"x 5-1/4" 4,821 Ibs 39.3% 22.3% Spruce Pine Fir(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSM (Votes ALLJOISTO,BC RIM BOARD- BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE M@,VE S SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM 9 ( ) PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d a • e e o o c i e o 0 0 N OF MAO 9„ HAUL W. �G a minimum =2" c=4-1/2" S4VANSON m b minimum = 3" d = 24" STRUCTURAL e minimum = 3" o.35334 Nailing schedule applies to both sides of the member. �. Member has no side loads. s`ONAL - Connectors are: 16d Sinker Nails 8 6� �- Page 1 of 1 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam10 BC CALC®3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam10 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 i I i 18-00-00 BO,5-1/2" B1,5-1/2" LL 1,620 Ibs LL 1,620lbs DL 591 Ibs DL 591 Ibs Total Horizontal Product Length=18-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Exterior Deck Unf.Area (psf) L 00-00-00 18-00-00 40 12 04-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,095 ft-Ibs 42.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,856 Ibs 23.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U416 (0.496") 57.7% 1 1 output as evidence of suitability for Live Load Defl. U568 (0.364") 63.4% 1 1 particular application.Output here based Max Defl. 0.496" 49.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 5-1/2"x 3-1/2" 2,211 Ibs 27.0% 15.3% Spruce Pine Fir or ask questions,please call B1 Wall/Plate 5-1/2"x 3-1/2" 2,211 Ibs 27.0% 15.3% Spruce Pine Fir(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTA°, Notes ALLJOISTO,BC RIM BOARDT"" BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAf\i rm SIMPLE FRAMING SYSTEMDesign meets Code minimum U360 Live load deflection criteria. PLUS@,O,VERSA-LAM®,VERSA-RIM 9 ( ) PLUS®,VERSA-RIMO, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood User Dotes Products L.L.C. This calculation is a rough load check for pressure preservative treated engineered wood such as Glulam or Parallam. It is not an endorsement of using LVL in an exterior application! Connection Diagram .. b d a o T_• • A c 1rt OF M4ss� �qa PAULV/. • • SVdANSON 4 o STRUCTURAL a Pdo.353 4 a minimum = 2" c= 7-7/8" b minimum = 3" d = 24" ss%OA Member has no.side loads. f 2 Connectors are: 16d Sinker Nails Page 1 of 1 i ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam11 BC CALCO 3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beamll Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 6 7 B ` I 3 I i J 5 i 4 i 1 18-00-00 BO,5-1/2" B1,5-1/2" LL 360 Ibs LL 2,280 Ibs DL 3,427 Ibs DL 4,481 Ibs SL 3,618 Ibs SL 3,618 Ibs Total Horizontal Product Length=18-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 1 st floor Unf. Area (psf) L 00-00-00 18-00-00 40 12 01-00-00 2 Wall Unf. Lin. (plf) L 00-00-00 18-00-00 80 n/a 3 Roof Unf. Area (psf) L 00-00-00 04-06-00 15 40 09-00-00 4 Roof Unf. Area (psf) R 00-00-00 04-06-00 15 40 09-00-00 5 Roof Unf.Area (psf) R 04-06-00 13-06-00 15 40 02-00-00 6 Beam04 at bearing BO Conc. Pt. (Ibs) L 04-06-00 04-06-00 1,646 1,638 n/a 7 Beam04 at bearing BO Conc. Pt. (Ibs) R 04-06-00 04-06-00 1,646 1,638 n/a 8 Beam08 at bearing BO Conc. Pt. (Ibs) R 00-00-00 00-00-00 1,920 1,054 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 26,545 ft-Ibs 54.2% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 6,463 Ibs 35.6% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U265 (0.778") 90.4% 13 1 output as evidence of suitability for Live Load Defl. L/518 (0.399") 69.5% 13 1 particular application.Output here based Max Defl. 0.778" 77.8% 13 1 on building code-accepted design properties and analysis methods. Span/Depth 17.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 5-1/2"x 7" 7,405 Ibs 45.3% 25.6% Spruce Pine Firor ask questions,please call B1 Wall/Plate 5-1/2"x 7" 10,379 Ibs 63.4% 35.9% Spruce Pine Fir(800)232-0788 before installation. BC CALC@,BC FRAMERO,AJSTM, Dotes ALLJOISTO,BC RIM BOARDT" BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM 9 ( ) PLUS@,VERSA-RIM@, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@)are trademarks of Boise Cascade Wood Products L.L.C. A ��P�(N OF A140� qn ��� PAUL N/. �C_\ SVVA14SON R, . A STRUCTURAL 0 o.353 0 d Q AL PY Page 1 of 2 ©Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam11 BC CALC@ 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam11 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure Completeness and accuracy of input must r► b r—d be verified by anyone who would rely on a I output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with •J • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum = 2-1/2"d=24" BC CALCO,BC FRAMER@,AJSTA4 Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDT°",BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"" SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from SYSTEM®,VERSA-LAM@,VERSA-RIM each side. PLUS@,VERSA-RIMO, Bolts are assumed to be Grade A307 or Grade 2 or higher. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. Staggered Through Bolt I . Page 2 of 2 ©Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml13eam12 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam12 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 I i I I I l l i I 1 I I I I I I 16-00-00 BO,5-1/2" B1,5-1/2" LL 960 Ibs LL 960 Ibs DL 382 Ibs DL 382 Ibs Total Horizontal Product Length= 16-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref, Start End 100% 90% 115% 133% 125% 1 1 st floor Unf. Area (psf) L 00-00-00 16-00-00 40 12 03-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,849 ft-Ibs 22.8% 100% 1 1 - Internal Completeness.and accuracy of input must End Shear 1,099 Ibs 13.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/883 (0.207") 27.2% 1 1 output as evidence of suitability for Live Load Defl. U1,234 (0.148") 29.2% 1 1 particular application.Output here based Max Defl. 0.207" 20.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x VV) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 5-1/2"x 3-1/2" 1,342 Ibs 16.4% 9.3% Spruce Pine Fir or ask questions,please call B1 Wall/Plate 5-1/2"x 3-1/2" 1,342 Ibs 16.4% 9.3% Spruce Pine Fir(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM, Notes ALLJOISTO,BC RIM BOARD-,BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE M@,VE TA5 SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM 9 ( ) PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b �d a I • T• • I I C •1 • ®�__ p��''a���i OF lv1tiS PAI j L V1: a minimum = 2" c= 7-7/8" SWANSON N b minimum = 3" d = 24" o STRUCTURAL Member has no side loads. o o.3533 o Q Connectors are: 16d Sinker Nails ss1y0 AL �® Page 1 of 1 '©BdiseCascade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam13 BC CALCO 3.0 Design Report- US 1 span No cantilevers j 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam13 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 l i i I I 1 I i i i I 07-09-00 BO B1,3-1/2" LL 1,068 Ibs LL 1.103 Ibs DL 343 Ibs DL 354 Ibs Total Horizontal Product Length=07-09-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 1 st floor Unf. Area (psf) L 00-00-00 07-09-00 40 12 07-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,543 ft-Ibs 23.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 982 Ibs 24.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1,726 (0.052") 13.9% 1 1 output as evidence of suitability for Live Load Defl. U2,280 (0.039") 15.8% 1 1 particular application.Output here based Max Defl. 0.052" 5.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 7.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 1-3/4" 1,410 Ibs Unspecified 53.7% Hanger or ask questions,please call B1 Beam 3-1/2"x 1-3/4" 1,456 Ibs 31.7% 31.7% Versa-Lam 1.7 (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM, Notes ALLJOISTO,BC RIM BOARDTM,BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE M0,VE TM SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEM@,VERSA-LAM®,VERSA-RIM 9 ( ) PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUDOare trademarks of Boise Cascade Wood Products L.L.C. �,��F Mq, ate' PAIL YV. s SWAtdSON 4 ? STRUCTURAL —+ 4 9 o.35334 Q S/ N ®� Page 1 of 1 ©Boise Cascade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam14 BC CALCO 3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Saturday,August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam14 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 15-00-00 BO,3-1/2" B1,5-1/2" LL 1,084 Ibs LL 583 Ibs DL 385 Ibs DL 225 Ibs Total Horizontal Product Length= 15-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 1 st floor Unf.Area (psf) L 00-00-00 15-00-00 40 12 01-00-00 2 Beam13 at bearing BO Conc. Pt. (Ibs) L 04-00-00 04-00-00 1,067 343 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,078 ft-Ibs 47.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,395 Ibs 35.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U512(0.337") 46.8% 1 1 output as evidence of suitability for Live Load Defl. U697 (0.247") 51.6% 1 1 particular application.Output here based Max Defl. 0.337" 33.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Beam 3-1/2"x 1-3/4" 1,469 Ibs 32.0% 32.0% Versa-Lam 1.7 or ask questions,please call B1 Wall/Plate 5-1/2"x 1-3/4" 809 Ibs 14.9% 11.2% Southern Pine (800)232-0788 before installation. BC CALCO,BC FRAMERS,AJSTM, Notes ALLJOISTO,BC RIM BOARDT"" BC10, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM 9 ( ) PLUS@,VERSA-RIMS, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. 4A ®��(H OF MqU PAL)'Vk. qn SW0 SON R 1' A STRUCTURAL o.35334 ®s'0 AL Page 1 of 1 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beaml5 BC CALC®3.0 Design Report-US 3 spans No cantilevers j 0/12 slope Saturday, August 04,.2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam15 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 i 2 I l I I l i I I i I 3 c. 05-06-00 _ 09-00-00 0111-00-00 BO,5-1/2" B1,5-1/4" B2,7" B3,5-1/2" LL 2,955 Ibs LL 8,045 Ibs LL 10,932 Ibs LL 4,556 Ibs DL 867 Ibs DL 2,824 Ibs DL 4,693 Ibs DL 1,860 Ibs UP 101 Ibs Total Horizontal Product Length=25-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref. Start End 100% 90% 115% 133% 125% 1 1 st floor Unf.Area (psf) L 00-00-00 25-06-00 40 12 17-06-00 2 Wall Unf. Lin. (pif) L 00-00-00 25-06-00 70 n/a 3 Ceiling Unf.Area (psf) L 00-00-00 25-06-00 20 10 11-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 13,134 ft-Ibs 61.7% 100% 14 3- Internal Completeness and accuracy of input must Neg. Moment -15,240 ft-Ibs 71.6% 100% 20 2- Right be verified by anyone who would rely on End Shear -4,502 lbs 57.0% 100% 14 3- Right output as evidence of suitability for Cont. Shear 6,752 Ibs 85.5% 100% 20 3-Left particular application.Output here based Uplift 101 Ibs n/a 16 1 - Left on building code-accepted design properties and analysis methods. Total Load Defl. U531 (0.24") 45.2% 14 3 Installation of BOISE engineered wood Live Load Defl. U714 (0.178") 50.4% 14 3 products must be in accordance with Total Neg. Defl. U-1,979 (-0.055") 12.1% 14 2 current Installation Guide and applicable Max Defl. 0.24" 24.0% 14 3 building codes.To obtain Installation Guide Span/Depth 10.7 n/a 3 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER@,AJSTm, Bearing Supports Dim.(L x Vd) Value Support Member Material ALLJOIST@,BC RIM BOARD T.,BCI@, BO Wall/Plate 5-1/2"x 3-1/2" 3,822 Ibs 46.7% 26.5% Spruce Pine FirBOISE GLULAM' SIMPLE FRAMING B1 Post 5-1/4"x 3-1/2" 10,869 Ibs 0.6% 78.9% Steel SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Post 7"x 3-1/2" 15,625 Ibs 0.6% 85.0% Steel PLUS@,VERSA-RIM@, B3 Wall/Plate 5-1/2"x 3-1/2" 6,415 Ibs 78.4% 44.4% Spruce Pine FifVademar TRfBois VERSA-STUDd are p trademarks of Boise Cascade Wood Products L.L.C. Cautions Uplift of 101 Ibs found at span 1 - Left. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. PAULW SWANSON R,l a ; STRUCTURAL A o.35 3 o Q AL ® I Page 1 of 2 ©BblseCascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam15 BC CALC®3.0 Design Report- US 3 spans No cantilevers 1 0/12 slope Saturday,August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam15 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure r►�b d Completeness and accuracy of input must L be verified by anyone who would rely on a I output as evidence of suitability for • T• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 2" C= 7-7/8" (800)232-0788 before installation. b minimum= 3" d= 24" BC CALCO,BC FRAMER®,AJSTm, Member has no side loads. ALLJOISTO,BC RIM BOARD TM,BCI&, Connectors are: 16d Sinker Nails BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@),VERSA-LAM&,VERSA-RIM PLUS&,VERSA-RIM@), VERSA-STRANDS,VERSA-STUD&are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ©BblseCascade Double 1-314" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamSeaml6 BC CALCO 3.0 Design Report- US 3 spans No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam16 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 3 I I I I I i 1 4 i I cl I I I i 6 v w i v i w v i 13-00-00 06-03-00 08-09-00 BO,5-1/2" 61,5-1/4" B2,7" B3,5-1/2" LL 2,270 Ibs LL 5,622 Ibs LL 4,518 lbs. LL 1,722 Ibs DL 1,941 Ibs DL 4,369 Ibs DL 4,556 Ibs DL 1,412 Ibs SL 334 Ibs SL 731 Ibs SL 4,884 Ibs SL 245 Ibs Total Horizontal Product Length=28-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 1 st floor Unf. Area (psf) L 00-00-00 28-00-00 40 12 09-00-00 2 Beam13 at bearing 131 Conc. Pt. (Ibs) L 17-03-00 17-03-00 1,102 354 n/a j 3 Beam05 at bearing BO Conc. Pt. (Ibs) L 19-03-00 19-03-00 2,132 4,515 n/a 4 Wall Unf. Lin. (plf) L 00-00-00 28-00-00 180 n/a 5 Attic Unf. Area (psf) L 00-00-00 28-00-00 20 10 02-00-00 6 Roof Unf.Area (psf) L 00-00-00 28-00-00 15 30 02-00-00 Controls St-rninary Va!---e °!Allowable Duration Case Span Disclosure Pos. Moment 10,218 ft-Ibs 48.0% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -11,334 ft-Ibs 53.3% 100% 18 1 - Right be verified by anyone who would rely on End Shear 3,125 Ibs 39.6% 100% 14 1 - Left output as evidence of suitability for Cont. Shear 4,718 Ibs 59.7% 100% 18 1 - Right particular application.Output here based Total Load Defl. U542 0.279" 44.3% 13 1 on building and code-accepted lysis design ( ) properties and analysis methods. Live Load Defl. U927 (0.163") 38.8% 13 1 Installation of BOISE engineered wood Total Neg. Defl. L/-1,728 (-0.043") 13.9% 13 2 products must be in accordance with Max Defl. 0.279" 27.9% 13 1 current Installation Guide and applicable Span/Depth 12.7 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x WW) Value Support Member Material BC CALCO,BC FRAMERO,AJSTm, BO Wall/Plate 5-1/2"x 3-1/2" 4,545 Ibs 55.6% 31.5% Spruce Pine FirALLJOISTO,BC RIM BOARDTM',BCIO, B1 Post 5-1/4"x 3-1/2" 10,722 Ibs 0.6% 77.8% Steel BOISE GLULAMTP° SIMPLE FRAMING B2 Post 7"x 3-1/2" 13,958 Ibs 0.6% 76.0% Steel SYSTEMO,VERSA-LAM@,VERSA-RIM B3 Wall/Plate 5-1/2"x 3-1/2" 3,379 Ibs 41.3% 23.4% Spruce Pine Fir PLUSO,VERSA-RIMO, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. ®A 0F M4�" a?� PA.0 L V4. VANSON Vm� ® TRUCTURAL y o No.353 o Q ON Page Page 1 of 2 -©BdiseCascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam16 BC CALCO 3.0 Design Report- US 3 spans No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam16 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure Completeness and accuracy of input must b d be verified by anyone.who would rely on a I output as evidence of suitability for • T• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •1 , products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d= 24" BC CALCO,BC FRAMER@,AJSTm Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDTm,BCI@, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAMO,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ©Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam17 BC CALC@)3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Saturday,August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam17 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 I I I I 11 I i ! 2 ! I I I I I s IT TI l i l i i 3 l 16-00-00 BO,3-1/2" B1,5-1/2" LL 2,217 Ibs LL 2,263 Ibs DL 1,613 Ibs DL 1,647 Ibs Total Horizontal Product Length= 16-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% -90% 115% 133% 125% 1 1st floor Unf. Area (psf) L 00-00-00 16-00-00 40 12 01-00-00 2 Wall Unf. Lin. (plf) L 00-00-00 16-00-00 60 n/a 3 Attic Unf. Area (psf) L 00-00-00 16-00-00 20 10 12-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 14,293 ft-Ibs 67.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3,210 Ibs 40.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U296 (0.623") 81.0% 1 1 output as evidence of suitability for Live Load Defl. U512 (0.36") 70.3% 1 1 particular application.Output here based Max Defl. 0.623" 62.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing SUPPOrtS Dim.(L x q Value Support Member Material building codes.To obtain Installation Guide BO Beam 3-1/2"x 3-1/2" 3,829 Ibs 41.7% 41.7% Versa-Lam 1.7 or ask questions,please call B1 Wall/Plate 5-1/2"x 3-1/2" 3,910 Ibs 35.9% 27.1% Southern Pine (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSTM, Notes ALLJOISTO,BC RIM BOARDTM,BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"^ SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d a I C o F MAss PAtJLW 9� . • a minimum = 2" c= 7-7/8" swANsoN STRUCTURAL b minimum = 3" d=24' No.35334 Member has no side loads. Connectors are: 16d Sinker Nails S/ON (o /2 i Page 1 of 1 ©Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LANs® 2.0 3100 SP Floor BeamlBeam18 BC CALCO 3.0 Design Report- US 4 spans No cantilevers 1 0/12 slope Saturday, August 04,2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam18 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 - _ - - UaD 05-06-00 007-03-00 0 05-09-00 1 08-06-00 BO, 5-1/2" B1,5-1/4" B2,5-1/4" B3,9-1/2" B4,5-1/2" ILL 2,640 Ibs LL 6,616 Ibs ILL 6,314 Ibs ILL 7,191 Ibs ILL 3,128 Ibs DL 949 Ibs DL 2,758 Ibs DL 2,140 Ibs DL 8,997 Ibs DL 953 Ibs SL 12,249 Ibs Total Horizontal Product Length=28-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 1 st floor Unf.Area (psf) L 00-00-00 28-00-00 40 12 20-00-00 2 Wall Unf. Lin. (plf) L 00-00-00 21-00-00 80 n/a 3 Attic Unf. Area (psf) L 00-00-00 21-00-00 20 10 02-00-00 4 Beam05 at bearing B1 Conc. Pt. (Ibs) L 19-06-00 19-06-00 6,485 12,249 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,340 ft-Ibs 19.9% 100% 16 4- Internal Completeness and accuracy of input must Neg. Moment -6,893 ft-Ibs 21.6% 100% 22 3- Right be verified by anyone who would rely on End Shear -2,549 Ibs 21.5% 100% 16 4-Right output as evidence of suitability for Cont. Shear 3,667 Ibs 31.0% 100% 22 4-Left particular application.Output here based Total Load Defl. U2,121 (0.046") 11.3% 15 4 on building code-accepted design properties and analysis methods. Live Load Defl. U2,683 (0.036") 13.4% 15 4 Installation of BOISE engineered wood Total Neg. Defl. U-5,175 (-0.013") 4.6% 15 3 products must be in accordance with Max Defl. 0.046" 4.6% 15 4 current Installation Guide and applicable Span/Depth 8.2 n/a 4 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMERO,AJSTM, BO Wafl/Plate 5-1/2"x 5-1/4" 3,588 Ibs 29.2% 16.6% Spruce Pine FirALLJOISTO,BC RIM BOARD-,BCI@, B1 Post 5-1/4"x 5-1/4" 9,374 Ibs 0.3% 45.3% Steel BOISE GLULAMTM,SIMPLE FRAMING B2 Post 5-1/4"x 5-1/4" 8,453 Ibs 0.3% 40.9% Steel SYSTEMO,VERSA-LAM@,VERSA-RIM B3 Post 9-1/2"x 5-1/4" 28,437 Ibs 0.6% 76.0% Steel PLUS@,VERSA-RIMO, B4 Wall/Plate 5-1/2"x 5-1/4" 4,080 Ibs 313% 18.8% Spruce Pine FirVERSA-STRAND@,VERSA-STUD are trademarks of Boise Cascade Woodd Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. ®®� 0 F IV14 � s9� � �s PAU L W. - SIAIA}dSON ^1� STRUC rLIRAL o 10.35 4 P �Q �p'10NAL �®4 Page 1 of 2 ®6olseCascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100 SP Floor BeamSeam18 BC CALCO 3.0 Design Report- US 4 spans No cantilevers 1 0/12 slope Saturday, August 04, 2012 Build 517 File Name: BC 4538 Job Name: New Residence Description: Beam18 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 4538 Connection Diagram Disclosure b d Completeness and accuracy of input must T be verified by anyone who would rely on a e I output as evidence of suitability for 0 Ts o particular application.Output here based . c on building code-accepted design i properties and analysis methods. e e Installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 6-7/8" (800)232-0788 before installation. b minimum = 3" d=24" e minimum = 3" BC CALC(D,BC FRAMERO,AJSTm ALLJOISTO,BC RIM BOARD-,13610, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTM,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAMO,VERSA-RIM' Nailing schedule applies to both sides of the member. PLUS@),VERSA-RIM@, Member has no side loads. VERSA-STRAND@,VERSA-STUD@)are Concentrated loads are not considered in side load analysis. trademarks of Boise Cascade Wood y Products L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 Boise Cascade Single 11-7/8" AJS® 20 MSR Jolst\jol BC CALCO 3.0 Design Report- US 2 spans I No cantilevers 1 0/12 slope Monday, August 06,2012 Build 517 16 OCS Repetitive Glued & nailed construction r�� rLfl®` File Name: BC 4538 'D!5 Job Name: New Residence Description: J01 Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1144 Misc: job 4538 I.- 7 -.r..- `_' '+t 17-06-00 16-00-00 BO,2-1/2" B1,3-1/2" B2,2-1/2" LL 410 Ibs LL 1,109 Ibs LL 380 Ibs DL 91 Ibs DL 277 Ibs DL 78 Ibs Total Horizontal Product Length=33-06-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 33-06-00 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,811 ft-Ibs 41.2% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2,312 ft-Ibs 52.5% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 501 Ibs 46.2% 100% 14 1 - Left output as evidence of suitability for Int. Reaction 1,386 Ibs 58.0% 100% 18 2- Left particular application.Output here based End Shear 487 Ibs 32.7% 100% 14 1 - Left on building code-accepted design properties and analysis methods. Cont. Shear 702 Ibs 47.1% 100% 1 1 - Right Installation of BOISE engineered wood Total Load Defl. U985 (0.211") 24.4% 14 1 products must be in accordance with Live Load Defl. U1,153 (0.181") 41.6% 14 1/0 current ngInstallation i000 Guide in Installation Guide cable Total Neg. Defl. U-3,260 (-0.058 ) 7.4 14 2 Max Defl. 0.211" 21.1% 14 1 or ask questions,please call Span/Depth 17.5 n/a 1 (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJST"', %Allow %Allow ALLJOISTO,BC RIM BOARDTm,BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT"' SIMPLE FRAMING BO Wall/Plate 2-1/2"x 2-1/2" 501 Ibs 18.9% n/a Spruce Pine FirSYSTEMO,VERSA-LAM@,VERSA-RIM B1 Wall/Plate 3-1/2"x 2-1/2" 1,386 Ibs 37.3% n/a Spruce Pine FirPLUSO,VERSA-RIM@, B2 Wall/Plate 2-1/2"x 2-1/2" - -•459-lbs 3 Spruce Pine FirVERSA- of VERSA-STUDd are 17:,,�o n/a r trademarks-of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. OF Mgss PAIJ L W SWANS UN GP�. ® v STRUCTURAL o No.35334o e Page 1 of 1 T BoiseCascade SIrlgie 16" MJS® 25 MSR Joist\J02 BCCCALCO 3.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Monday, August 06,2012 Build 517 16 OCS Repetitive Glued & nailed construction File Name: BC 4538 Job Name: New Residence Description: J02 p) Address: 233 Wheeler Road Specifier: Paul W. Swanson, P.E. T City, State, Zip: Marstons Mills, MA Designer: Customer: Huntley-Ellis Company: Swanson Structural, Inc. Code reports: ESR-1144 Misc: job 4538 28-00-06 BO,2-1/2" B 1,2-1/2" LL 747 Ibs LL 747 Ibs DL 187 Ibs DL 187 Ibs Total Horizontal Product Length=28-00-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 28-00-00 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,398 ft-Ibs 65.8% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 933 Ibs 82.8% 100% 1 1 - Left be verified by anyone who would rely on End Shear 919 Ibs 44.5% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U406 (0.818") 59.1% 1 1 particular application.Output here based on building code-accepted design Live Load Defl. U508(0.655") 94.5% 1 1 properties and analysis methods. Max Defl. 0.818" 81.8% 1 1 Installation of BOISE engineered wood Span/Depth 20.8 n/a 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim (L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 2-1/2"x 3-1/2" 933 Ibs 25.1% n/a Spruce Pine Fir(80o)232-0788 before installation. B1 Wall/Plate 2-1/2"x 3-1/2" 933 Ibs 25.1% n/a Spruce Pine FirBC CALCO,BC FRAMER@,AJST/, ALLJOISTO,BC RIM BOARD-,BCIO, Notes BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum U240 Total load deflection criteria. SYSTEM@,VERSA-I.AM@,VERSA-RIM g ( ) PLUS®,VERSA-RIM®, Design meets User specified (U480) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD@are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Cascade Wood Composite El value based on 23/32"thick sheathing glued and nailed to joist. Products L.L.C. A® ® N OF Mqs ozS�� S. PA L W. SWANSON m ® o STRUCTURAL a 0 o.3533 o Q b, ss/ONAL ® ®v9 m®� g l► 2- Page 1 of 1 f Swanson Structural, Inc. (,��� Paul W. Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PauWwansonStructuraL com /►/l��A✓ i haD I�HT: 28 X�A62 ;19 _ rz oet►r' A 3 �c � %•3 — st9. _c !'i� 3 i __ _ GF- p C / •S /_ ` i J9_ i E Z SWSN 4 CTU 4. t ? 81t�rc�T tea.) ` 2�'� �f s, �•5' : 07 � { � � � �IOo ` �9 0 -••� Ca- GtBG 1-9119x 'i� gP• I ix �,�•°l _ ! j� 4/ 23! C" l� 2?2•6> x 3 seo - G90 1 1397 1 [ I Lv�S s•u-. 'z - t i-, ' j `I � 6�1 .4127 : r 3 - i t i i q i P GODs7a S w, 3 i 6740 7 jA �p405M S�.._®_ 14 P0Rt,1 S.w, '3• or��,v; i qg _ 14' 2, 4863 4363 ;71 _ 3s 0 Job Name 14VAIrl.CY— C L Ll S 12O'511DINC45 Job Number 4538 Location 233 W146'G. X ROAD /k4AS7nN5 1MlW,5, JY4 Sheet f of 2 Client C Hwrf'EY By PlyV Date 8 2 r Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pauk@SwansonStructuraL com ! 1 F f C- �'S a .� t/g I I t 1 1 G l 9�7 6/97 077(/5•> F i 1 3 I I i 9 1 i i a' a` �2� OA& )I lIJ. 1.9. �•�x 2o'_x '110` - �4< a ; , o� r PAULv,. 9 ` 23°��I2.' - (e ® o ESTRUCTURAL -+ rn !S•r� !2 Xi °y 7 5$ 09-.-fro3�r3 L � Q i I i ' s I GGG ; �FT�G u S,NiCA I i �R%3LIG IN I !!7 I ? } l � i �� P�6�f- S w. w, '•lt � ''pvaL � e n'Tt sir ►is G�3' .s � �� - 1 � , lalivG . `�l I � 1.� � !G' ���.� s.w. � 9� s• ova LAVJ o 3 i I = �lV I i l I � i ' � I 1 I � Job Name Job Number 4 5 M Location Sheet Z of /Z Client By Date (A. 12 Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,NIA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&SwansonStructuraLcom .11AZA-6;I A ar.— S i J) ID rA I x V,5 W,4L,(,; s� ors X, All 0 74 1 e Ira I A'715 -H4 ---------------- 350.2`0 A\ 5-1-fCAA—-YeA� p- COP 51 PLC R- A 0. 1 1-1 lot T f/op 1) v U1%) CARA rrilr� 00 j lib V IS' M I to 5 F I r-A.4-44:IAIQ T-F -OP I D84 A N I-)Pu -71-00 f, oD 101353 Job Name Job Number 453L5 7i &4-7 Location Sheet 3 of 12- Client By A/S Date I � I 4-4 VIP ® 13TRUCTURAL U o =, �- � S -- .3533�'A I L I- L_I.-I.it :III,' ? ° �► f ,rTI- _ _ 11 - �+ ► c -L, Li IA �tgNU -l:111 - I . �+ ?-G�i+IN INS W11.+.-.. L... ._... Ff; -- I ---�- — LEFT ELF -� kale: 1 7-/LipvfAAY AVZ6 '> Ta L-®NG, Ax15 5HC'AOL W/A"s - SIN /+ju5e- (6,kM 9 /S )4,tAlO&aO 56g0AgArELy) 1 Z i I OF M40 o� PAULW. d. SWANSON ® v STRUCTURAL 353 y � 3J AItiN�� .8 �Ov�Z AP-rAs 5 Scale: 1/4" = V-0" QL - N -- - - ..-- - —\� Iz rI qf'•' Co F4Er_ . N S3.1.3 ExP05'Eo d• ' u 51fEppWau SHSA:.w41.f. .r �A�� �-•� lAl,.^.•��{� ,� �,I t r /sPPROx ExT,�'�P.2 !! � _ ^4M1nyn�•W I\�• � - r-L i21!G� r CA/!L Stir � of"12-- tle4 ,t:r7.`t Main Wind Force Resisting System—Method 1 h S 60 ft. = - Figure 6-2 Design Wind Pressures 3 Roofs Enclosed Buildings malls & Roo . E_;}&'. O Q E t :err tom(RComer Br • \ T�� Transverse gv Comer Longitudinal ; d Notes: �r L Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to other Its exposures and heights with adjustment factor X. 2. The load patterns shown shall be applied to each comer of the building in turn as the reference comer.(See Figure 6-10 ,, 3, For the design of the longitudinal M WFRS use 0=0°,and locate the zone E/F,G/H boundary at the mid-length of the building, `. 4, Load cases 1 and 2 must be checked for 25°<0 5 450. Load case 2 at 25'is provided only for interpolation between 250 to 300. �1 5• Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. — — = 6• For roof slopes other than those shown,linear interpolation is permitted. 2• The total horizontal load shall not be less than that determined b assumingt 8. The zone pressures represent the following: y Ps=0 in zones B&D. Wit_ t Horizontal pressure zones—Sum of the windward and leeward net sum of internal and external w=`Ir . ( )pressures on vertical projection of: A- End'zone of wall C- Interior zone of wall B- End zone of roof D- Interior zone of roof t Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: i' i E- End zone of windward roof G- Interior zone of windward roof '" F- End zone of leeward roof H- Interior zone of leeward roof '•,4 9• Where zone E or G falls on a roof overhang on the windward side of the building,use p g Eot+and Goy for the,pressure on the horizontals 1 Projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10, Notation: ' a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). „ h: Mean roof hei o }height,in feet(meters),except that eave height shall be used for roof angles<10 . 0,• Angle of plane of roof from horizontal,in degrees. � -.=Mint Ls, mum Design Loads for Buildings and Other Structures 41 '."t ;tt '' 34- • �:fir It 5 60 ft. Main Wind Force Resisting System-Method 1 Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure , pS3o (psi (Exposure B at h=30 ft. with I= 1.0) zones Basic Wind Roof v vertical Pressures Overhangs Horizontal Pressures Speed Angle E F G H ECH GoH (mph) (degrees) � A B 0 to 5° 1 11.5 -5.9 7.6 -3.5 .13.8 -7.8 -9.6 1 -6.1 -19.3 -15.1 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -0.9 19.3, 15.1 20' 1 15.9 •4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 2 -2.4 -4.7 -0.7 -3.0 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.1 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0 to 5' 1 12.8 -6.7 8.5 -4.0 -15.4 8.8 -10.7 - 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 10.7 77. -21.6 -16.9 .22 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 �® 20° 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25' 1 16.1 .2.6 11.7 2.7 -7.2 -9.8 -5.2 7.8 -13.3 11.4 2 -2.7 -5.3 -0.7 -3.4 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 1 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 11.3 4.8 0 to 5° 1 15.9 -8.2 10.5 -4 9 -19.1 -10.8 13.3 -0.4 26.7 20.9 1o° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 8.9 26.7 -20.9 15° 1 19.9 ,6.6.__ 3.3-=3 8 =19.1 =12.4. -13.3 -9.5 -26.7 -20.9 ®� 20' 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 -3.4 -6.6 -0.9 -4.2 30 to 45 1 . 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -6.3 7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 16.0 10.1 -32.3 -25.3 10' 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 16.0 10.8 32.3 25.3 15' 1 24.1 8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 1 ® 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 7.7 -11.7 -19.9 -17.0 2 -4.1 -7.9 1.1 .5.1 - 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 1 -8.7 0 0 to 5' 1 22.8 -11.9 15.1 -7.0 -27.4 15.6 19.1 -12.1 38.4 30.1 10° 1 25.8 10.7 17.1 -6.2 -27.4 16.8 -19.1 -12.9 38.4 30.1 15' 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 2® 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 2 •4.8 -9.4 -1.3 -6.0 y 30 to 45 1 25.7 17.6 20.4 14.0 2.0 _� 8 6 -5.5 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 0 to 5' 1 26.8 -13.9 17.8 $.2 32.2 18.3 22.4 14.2 �5.1 35.3 Y 10° 1 30.2 -12.5 20.1 -7.3 -32.2 19.7 _22.4 15.1 �5.1 35.3 15° 1 33.7 -11.2 22.4 -6.4 -32.2 -21.0 -22.4 -16.1 T-27.8 -23.7 d 3® 20° 1 37.1 -9.8 24.7 -5.4 -32.2 22.4 -22.4 17.0 1 25° 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 2 -5.7 -11.1 -1.5 -7.130 to 45 1 30.1 2o.6 24.0 16.5 2.3 18.3 0.8 15.72 30.1 20.6 24.0 16.511.6 9.0 10.0 -6.4 =03048 m; 1.0 psf =0.0479 kN/m2 Unit Conversions-1.0 ft B a e i ASCE 7-02 42 i STEMS 0'. LATERAL FORCE-RESISTING SY i vs2 Nominal unit shear capacity for side 2,lbs./ft. 4.3.3.3 Summing Shear Wall Lines: The nominal shear capacity for shear walls in a line utilizing shear walls (from Column A,Table 4.3) sheathed with the same construction and materials, shall ' vsc = Combined nominal unit shear capacity of two- be permitted to be combined. j sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls: The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the with dissimilar materials on the same side of the wall are sum of the shear wall segment lengths, 7-Li, and the ap- not cumulative. For shear walls sheathed with dissimilar propriate shear capacity adjustment factor,Co,from Table materials on opposite sides, the combined nominal unit 4.3.3.4. shear capacity, vsc or vwc, shall be either two times the smaller nominal unit shear capacity or the larger nominal unit shear capacity,whichever is greater. Exception:For wind design,the combined nomi- -- ---nal-unit shear capacity vw,,of shear walls sheathed with a combination of wood structural panels and gypsum wall-board-on opposite sides shall equal the sum of the sheathing capacities of each side separately. Table 4.3.3.4 Shear .C-ap city Adjustment Fact®r9 C0..___ ... .. MAXIMUM OPENING HEIGHT' WALL HEIGHT, h h/3 hl2 2h13 5h/6 h 8'Wall 2'-8" 4'-0" 5'4" 6'-8" 8'-0" 10'Wall 3'-4" 5-0" 6'-8" 8'-4" 10'-0" Percent Full-Height Sheathing 2 Effective Shear Capacity Ratio 10% 1.00 0:69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1.-00 0.91 0.83 0.77 0.71 90% 1.00 0.95 0.91 0.87 0.83 100% 1.00 1.00 1.00 1 1.00 1 1.00 ' The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. z The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. AMERICAN WOOD COUNCIL W, Table 4.3A Nominal Unit Shear Valves for Wood-Frame Shear Wallsaoc Wood-based Sheathing A g Minimum Minimum SEISMIC WIND Nominal Fastener Fastener Panel Edge Fastener Spacing inches Panel Edge Fastener Spacing inches Sheathing Material Panel Penetration in Type&Size 6 4 3 2 6 4 3 2 Thickness Framing v_s G_a v_s G_a v_s G_a v_s G_a v_w v_w v_w v_w (inches) (inches) 1 (kips/in) I (kips/in) I (kips/in I Ili s/in 1 I I If Nail(common or galvanized box) j 5/16 1-1/4 6d 400 13.0' 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Wood Structural 3/8° 460 19.0. 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 Panels-Structural I° 7/16° 1-3/8 8d 510 16.0! 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 14.01 860 18.0 1100 24.0 1460 37.0 785 1205 1540 2045 15/32 1-1/2 10d 680 22.01 1020 29.0 1330 36.0 1740 50.0 950 1430 1860 2435 5/16 1-1/4 .6d 360 13.O 60 I 540 18.0 700 24.0 900 37.0 505 755 980 12 3/8 400 11.0, 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 Wood Structural 3/8° 440 17.0 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 zPanels-Sheathing° 7/16° 1-3/8 8d 480 15.OI 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 15/32 520 13.01 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 M 15/32 9�32 1-1/2 10d 620 22.OI 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 r280 0 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 Cn - QO Nail(galvanized casing) Plywood Siding 5/16 1-1/4 6d 13.0 420 16.0 550 17.0 720 21.0 392 588 770 1008 v 91 3/8 1-1/2 8d 0 16.0 480 18.0 620 20.0 820 22.0 448 672 868 1148 D Nail(common or 0 Particleboard galvanized box) 0 Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840 (M-S"Exterior Glue" 3/8 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 880 z and M-2"Exterior 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 Glue") 1/2 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 770 1010 1290 5/8 1 400 21.0 1 610 23.0 790 24.0 1040 26.0 560 855 1105 1455 Nail(common or galvanized roofing) ad common or 11 ga.galv. j Fiberboard Sheathing 1/2 roofing nail(0.120"x 1 1/2" 340 4.0 460 5.0 520 5.5 475 645 730 Structural long x 7/16"head) ad common or 11 ga.galy. 25/32 roofing nail(0.120"x 1 3/4" 360 4.0 480 5.0 540 5.5 505 670 755 long x 7/16"head) a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements,see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are applied with long dimension across studs. c. For framing grades other than Douglas-Fir-Larch or Southern Pine,reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[1-(0.5-G)],where G=Specific Gravity of the framing lumber from the NDS. The Specific Gravity Adjustment Factor shall not be greater than 1. d. Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear walls constructed with OSB panels. When plywood panels are used,shear wall deflections should be calculated in accordance with the ASD Wood Structural Panels Supplement. i SW31SAS JNIISISM-33HOA IVL131VI Table 4.3B Nominal Unit Shear Values for Wood-Frame Shear Wallsa, Gypsum and Cement Plaster A B SEISMIC WIND Max.Fastener Man.Stud v_s G_a v_w Materl Sheathing Material Thickness Fastener Type&Size° Edge Spacing° Spacing It Iti s/in It 7" 24" unblocked 150 4.0 150 5d cooler(0.086"x 1-5/8"long,15/64"head)or'wallboard nail(0.086"x 1-5/8'long,9/32" 4" 24" unblocked 220 6.5 220 head)or 0.120"nail x 1-1/2"long,min 3/8"head 7° 16" unblocked 200 . 5.5 200 4" 16" unblocked 250 7.0 250 7° 16" blocked 250 6.5 250 No.6 Type S or W drywall screws 1-1/4"long 4" 16" blocked 300 9.0 300 1/2° 8/12° 16" unblocked 120 3.0 120 4/16° 16" blocked 320 8.5 320 No.6 Type S or W drywall screws 1-114"long 4/12° 24" blocked 310 9.5 310 Gypsum wallboard, 8h 2" 16" blocked 140 4.0 140 gypsum veneer base,or 6/12" 16" blocked 180 5.0 180 water-resistant gypsum 6d cooler(0.092°x 1-7/8"long,1/4"head)or wallboard nail(0.0915"x 1-7/8"long,19/64" 7" 24" unblocked 230 6.0 230 backing board head).or 0.120"nail x 1-3/4"long,min 3/8"head 4" 24" unblocked 290 8.0 290 7" 16" blocked 290 7.5 290 5/8" No.6 Type S or W drywall screws 1-1/4"long q° 16° blocked E5001 0 350 8/12" 16" unblocked 0 140 No.6 Type S or W drywall screws 1-114"long 8/12° 16" blocked 0 160 Base ply--6d cooler(0.092"x 1-7/8"long,1/4"head)or wallboard nail(0.0915"x 1-7/8" Base:9" 0 5/8" long,19/64"head)or 0.120"nail x 1-3/4"long,min 3/8"head D 16" blacked 0 500 z Face plyr-8d cooler(0.113"x 2-38"long,0.281"head) or wallboard nail(0.113"x 2-318" O (Two-Ply) long,3/8"head)or 0.120"nail x 2-3/8"long,min 3/8"head Face:7" p 1/2°x 2'x 8' 4" 16" unblocked 150 5.0 150 n 0.120"nail x 1 3/4"long, 7/16"head,diamond-point,galvanized 4° P4° blocked 350 10.0 350 C Gypsum sheathing 1/2°x 4' 7° 16" unblocked 200 5.0 200 5/8"x 4' 6d galvanized cooler(0.092°x 1-7/8°long,1/4°head)or wallboard nail(0.0915"x 1-7/8° 4/7° 16° blocited 400 13,0 400 long,19164"head)or 0.120°nail x 1-3/4"long,min 3/8"head Gypsum lath,plain Or 3/8"lath and 0.092"x 1-1/8"long,19/64"head,gypsum wallboard blued nail or 0.120"nail xt 1/4"long, 5" 16" unblocked 200 6.5 200 perforated 1/2"plaster min 3/8"head Sxpanded metal or woven wire lath and portland 7/8" 0.120"nail x 114"long,7/16"head 6° 16" unblocked 360 12.0 360 cement aste a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unlit resistance. Fot general construction'requirements see 4.3.6. For 1 specific requirements,see 4.3.7.4. b. Type S or W drywall screws shall conform to requirements of ASTM C 1002. rst number denotes fastener spacing at the edges and the second number denotes fastener spacing in the field. c. Where two numbers are given for maximum fastener edge spacing,the fi . i I ' I. ... (. 1: ; + . ... -^�Ifx7 Y'''Ytil1.. ..N.�.•..a��,�,. aido n rr `�EEREp 6 _ This product is preferable to similar connectors because of t W a)easier installation,b)higher loads,c)lower installed cost, W or a combination of these features. P= Post size by ,b�•... 0 .0 'i y.. , Designer The HDU series of holdowns combine the advantages of low deflection and high capacity from the pre-deflected geometry with the ease of installation-of Simpson's patented SOS screws. HDU SPECIAL FEATURES: Pilot Holes for ;m, m: nufacturing _ m m •Pre deflected body virtually eliminates deflection due MaPurposes o> pressure treated to material stretch. (Fastener barrier maybe •Uses SDS screws which install easily,reduces fastener slip, ""' 0 `' sw ` required a Y P not required ® H re uire and provides a greater net section area of the post compared to bolts. •SDS 1/ak2l/z'screws are supplied with the holdowns. (Lag screws will not achieve the same load.)This ensures the o. proper fasteners are used and is convenient for the installer. •No stud bolts to countersink at openings. " MATERIAL:See table. FINISH:Galvanized ".,o:;: � • INSTALLATION: •Use all specified fasteners.See General Notes. Vertical HDU Installation •Place the HDU over the anchor bolt. •No additional washer required. lsie, HDU may be installed raised off •To tie double 2x members together,the Designer must determine the sill plate with no increase in HDU deflection values(see note 7). the fasteners required to bind the members to act as one unit without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed finger-tight plus 1/3 to 1/2 turn with a hand wrench,with consideration anchorage solutions(see page 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. I Dimensions .....Fasteners.,_—_ _._.Allowable Tension Loads r Model Holdown.Deflection Ga __ umb eCpde No. 'itifClf ighest Ailmvab -- W H B C --.of SDS _ � Design Load... . Ref. Bolt-�- ,,, (133/i60):-; (133/160) 9 HDU2-SDS2.5 14 3 811/16 31/a 11/a % 6 2625 2260 0.017 HDU4-SDS2.5 14 3 10t5/16 31/a 11/a % 10 4190 3600 0.049 HOU5-SDS2.5 14 3 133Ar, 31/a 11/a % 14 5430 4670 0.061 146,160 HDU8-SDS2.5 10 3 165/e 31h 11/a-• ­7/8 7180• -0:037­ o HDUII-SDS2.5.. 10 3 . 221/a 31h 11/a 1 30 11275 9695 0.040 N w 1.Allowable loads have been increased for earthquake or wind load durations with 8.Deflection at Highest Allowable Design Load: z no further increase allowed;reduce where other load durations govern. The deflection of a holdown measured between the g 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown z deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS IAN21h'screws. in the catalog table.This movement is strictly due 3.The Designer must specify anchor bolt type,length and embedment. to the holdown deformation under a static load 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. a g the wide face of the column. 9.Tabulated loads may be doubled when the HDU is ,. w 5.Post design shall be by Designer. installed on both sides of the wood member provided 6.SDS screws install best with a low speed 1h'right angle drill with a%'hex head driver. either the post is large enough or the holdowns are E 0 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. y Refer to note q,page 14 for installation instructions of raised holdowns. a N , tp p ATSAInchur1/ N n O N The Anchor.Tiedown System(ATS)is a method for anchoring shearwalls in mid-rise wood frame construction to resist large r B uplift forces in stacked shearwall systems caused by earthquakes 'A�S . and high winds.The revolutionary ATS method restrains r overturning forces through bearing plates and Simpson = Strong-Rod providing a high capacity restraint system far 5h .. exceeding the capacity of traditional holdowns.The patented ATS also offers Take-up Devices to compensate for wood j shrinkage and settling common in mid-rise construction. ' - E. For design information request C-ATS or visit www.strangtie.com. free ATS Selector Software available 35 j I i i Main Wind Force Resisting System-Method 1 h<-60 ft. j Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure , PS30 (pSfl (Exposure 8 at h =30 ft. with I=1.0) d Zones Basic Wind Roof Speed AngleHorizontal Pressures Vertical Pressures Overhangs (mph) (degrees) A B C D E F G H rEo GoH 0 to 5° 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -40.910° 35.1 -14.5 23.3 -8.5 -37.3 -22.8 -26.0 -17.5 -40.9 15° 1 39.0 -12.9 26.0 -7.4 -37.3 -24.4 -26.0 -18.6 -40.9 �® 20° 1 43.0 -11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 -40.9 25' 1 39.0 8.3 28.2 3.4 -17.3 23.5 -12.5 19.0 32.3 27.5 j 2 - I - - -6.6 -12.8 -1.8 -8.2 - j ;30to 45 1 35.0 23.9 27.8 19.1 2.7 -21.2 0.9 -18.2 -12.3 -14.0 2 35.0 23.9 27.8 19.1 13.4 -10.5 11.7 -7.5 -12.3 -14.0 to 5` 1 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 10. 1 40.2 -16.7 26.8 -9.7 .42.9 -26.2 -29.8 -20.1 -60.0 -47.0 15" 1 44.8 -14.9 29.8 -8.5 -42.9 -28.0 -29.8 -21.4 -60.0 -47.0 150 20` 1 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 25" 1 44.8 7.2 32.4 7.4 -19.9 -27.1 -14.4 -21.8 -37.0 -31.6 2 -- -7.5 -14.7 -2.1 -9.4 - 30 to 45 1 40.1 27.4 31.9 22.0 3.1 -24.4 1.0 -20.9 -14.1 -16.1 j 2 40.1 27.4 1 31.9 22.0 15.4 -12.0 13.4 1 -8.6 -14.1 -16.1 0 to 5. 1 45.8 -23.8 30.4 -14.1 -55.1 -31.3 -38.3 -24.2 -77.1 -60.4 10' 1 51.7 -21.4 34.4 -12.5 -55.1 -33.6 -38.3 -25.8 -77.1 -60.4 15' 1 57.6 -19.1 38.3 -10.9 -55.1 -36.0 -38.3 -27.5 -77.1 -60.4 170 20' 1 63.4 -16.7 42.3 -9.3 -55.1 -38.3 -38.3 -29.1 -77.1 -60.4 25° 1 57.5 9.3 41.6 9.5 -25.6 -34.8 -18.5 -28.0 -47.6 -40.5 2 - -9.7 -18.9 -2.6 -12.1 - 30 to 45 1 51.5 35.2 41.0 28.2 4.0 -31.3 1.3 -26.9 -18.1 -20.7 2 1 51.5 35.2 41.0 1 28.2 19.8 -15.4 17.2 -11.0 -18.1 -20.7 I Adjustment Factor for Building Height and Exposure, Mean roof Exposure hei ht ft B C D r 15 1.00 1.21 1.47 i 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 r 35 1.05 1.45 1.70 4 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 I 55 1.19 1.59 1.84 60 1.22 1.62 1.87 t i Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 i r 1 Minimum Design Loads for Buildings and Other Structures 43 t 3 REVISIONS -BY A ,I .3 1, � �A• I SW,6 -- 49-0� 'd_:LZ.12 � •-�.. 2m'_o _ I�'-!o Im'.o 12'-0' 4•Ji •f2 �'(JL i 0'H•, © ,'KaF Q' oH'34�a- '3w .©' . •� �, '°a � I �•(.o_• 12DOCK- i I 'I I t8•,on I I. '+`_-.wif'vvw arart j r. �•dV�. D v` - _�'i 0 4H- 4t"t31WN I o V� � ' 3 sv'.3NCH..a+ - avxraw:. TOArF.sfl4 ��rtbxttsol Rvs96e16INc-5M•IrevF i t I m }1. �W � •� w ...-rr-owr•9aso..:: _Fa4 :IT.pyfPeo�E. :1+/ KII?/On LVI. i �dd - •� . SMOKE DETECTO S REVIE E Wn i * Iiot+3ro7b--2w_...- _— m" I I - ` EVEN Ft fF' I i I i .�. C 1 / �•/'//W e-_ GO Q �- ,.�. •� GP-a=AT P•tt7M:". � III - I I: � t� ¢¢ � j BARNSTABLE BUILDING DEP? D Z �_ — � � � , .�,•. - 11#.. v i � .,- _ W . .. f�'`,+�CR'eEORCL7M_ ` - I I 11 >M ' I I _ ¢�a i D lepI ..�.. Id y1'l-d/'f,- Is _ _ FiRE-DEPARTMENT - D O Oc AOT SIGNATURES ARE REQUIRED FOR ERM/ E N - 0 Iia � . 1 G i ¢+iee-wsr f al Mi, a r-.-1�,-, �1•a IPa�.- � N+vI7Rcr�lV: I I fa� 'I h°u6. ' 'I 10"SoPEJIc N I_.._ CGy.Tti - GL/ETh ui oN .•` a rl . . O�tPPLY.5IS'PtvLroO�'4sttC�FRCz+1� 1 wNSNrA IN 9'o sw c m .I .., iP'FEsiG-tY+BNRh P ..Ljv - - f F :na+a+l• t �i7 L L b's" C� 9i _o • �WtL:K•IN E ysn / � — a g 441. i �i1dt7Y to '� 6.' .-..::- '.-. a 4 '';(�j. ':� .fit �.` � .. .. '.UIJ•'N21•'rEO , w IT ON244ts "'tRTM bfifo6 DH 1T1* t[ i. a _ m PRortvec E na �r.t7- ,TF•¢51� . 10, �.ITDH94?, 6_—ToBs+i x re 8�, E/) I I Ld 10'-4° 312 .. ¢'.0n 4'-G" 2'o° C0=.0n ¢'-/o' 4'-(0•• '1.'-,2^' +'-5 J ' T. q:_p n ` 'xsl' I fn'-oP ( 9�•4$`' PA R2R4P �J Z a Z ® � k p W Imo. CLC Q c/) : 3 >-z _j ww CIO z Lu W Z I � _ ' w0 i O _ r 12 0 I O Q : CO cr- ccaU ' N � FIRST'=FLOOR PLAN s3 �xWALLNot�s: n OFNFAAl NO1FS: • .. "I •. - L OO NmaWEDRAWINOs-USLROORED DIMENSIONS OHtt. Bf -- -- mN R�Rroaffx um�.=�mNamox„�on�o�. Scale:.:1/4N 1' :0" :, cATssslmwRWAul.ocAnollsl � 17����'�.-----•.��IS'.. ,v� I woswcsAomRuxcsrro rRDvlvssunNuss EauRlgsurmvEL .. S�AR WAIL L rROwOF mMH£IF fRTGIOx PN EAIWFII WIM ALL RFNfiRl111g6.. ..• .. SP DIAI.. NAII.DIO ��{ I�fiI.�L . ..LOCATION USEadW as-ARm BLOCK T SPFSLTIDStlC/,•`' susmw/3RAnssnmsTnxro\orx uxofww\AEro o:uixc vum SpOINDICATES SMOKE DETECTOR LDCATION � -� ,2. US¢6d NADS'AND BLOCK ALL'BORIZON7'AL ldwiS �� `��.d7 �� J�•A;�,)�1', �'- `,1p�. DRAWN aARusRL HAR6WIREDW3TH,BATTERYBACKUP. 3. •NOTE INFERIOR PLYWOOD WALL SHBATEENO AT S.W.2 AND S.W.3 aLmxGmunIEMWMCRAofxaacfDRR DArwRAm rRf+R'uE°' OF,'fECTpRS WIT.MIN 2D FEET OF.A KI7CMENOR ' .. , ^Axo wsfALLED wImrmoswD/wDnfNluNcasDs sr wxrtE ;BATNIIDOAI,TO.BE.PHOTO-ELECTRICTYPE. - il-(��4T�Ifti-i: - '' CHECKED _ S (r -TYPICAI.SmEWALL NAIDEG 6d®6"OC BODIES/12.OC FIELD-BIDCKED. �` 1N� aoAR swEwlES lxnAufoATi•EarosuRE. ' No.ot)JJ4 a.HErASRmiWGnsmsro aE lOWSIAMMNO SEA\smnf to __ _._ `:..-._.._____. SPECEALNNLINOad®a"OCEDOBS/12"OCFMW-BLOCP.BD �/ sr^' DATE ul¢oDUNfERNxN As sOsfEEo aY owlwl J� �O;INDICATES COMBINATION SMOKE \ - �J -C� • / Z•I.1•"L-- s.snAavin unfcunwwDowssNawN.o3NRpN vnxoow usT AND CARBON-MONOXIDE DETECTOR. G/-SP&CIALNAILING Bd®3"OC PDOFSd 12^OC=BIDCI4:D _��,�\�•' r D—m AND AD6asOl0(a WITN pwE611 rpIMTOORDWNG , _. —_ _ a^..c I r.rsovloE�D:AxD wAlfI SMIDDaEELTWNLfaAvrsAxD SU EAW ALL DOORS LABELED AS INSULATED' s`-'ON 0-' sof oevAusrs AND urwAsu sa'aExwDsuxxDAr mEExsAxo SHALL BE PROVIDED WITH FULL HOLD DOWN NOTES: g;jw6v- owftsu—wo� doe No. PERIMETER WEATHERSTRIPPING. r ..: :. "ODNMTWIEx xf Ox R DFmxc 1.'BOID DOWNS ARfi LOCA3FD BOT'IO\SS OF PIRSTF7100R STUDS,1-103"At10VESHOB - SNE6 EMTFRWSAxDmYwiIONSL _-. 2, ••WHM HOLD DOWN IS ABOVE 3:PL'Y-tlI/F L,VL BEAK RUN ROD'DIROUGH CEN TERR f.mNMTWRMOWRERON SEIlf1gM OR WEfn10R•fYSfHORpppRL' —_._____.-._...__..._—.. .—..—.._.__..—_ L WMGE ppOR;aNWDu:aTTtEa mlORa AxDIMFRpREWI3MEa., .PLY OF BOAaf AND CAPTURE BOTTOM OF ROD.Wr11tSD:P1Pu'l8]M XS",%S'W/NUE ; IamNIMfiDRro on:o[Aim YitlFT.OaaNIStONS Aem nFIORi ANY -MU/WLDi3T'ROD 360MCAPACTIY _. - / ofseloAxDEsro DENcx[R.w wRmxs ramRromtamurnox. ,- .. .. I I. LLmHfRAC10RR6rON5lRIPro OBTAIN FNGiNEFNN�fASaV4T10Nf Emus WRHST ROD. GPACGY - AMDVERIHGDOxmfxGlNEDiEDIUNEOt'm M.a6rAl'/ND:- lj\-HDU6 WEIAT/3'ROD li'.CAPACIT I- OF I3 SHEETS 1 Vk 8Q�-- r ; No.�SbU7� _ •. � al 7r I CERTIFY THIS PLAN FS� BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR V RACE LANE Q� LOCUS A �v � vrsnc W o ov 0 ^ uAF cr Q� oJa23�iNc �� ►�� IAR N LOCUS MAP N.T.S. 4`rZ\m o, PARM 082008001 m`O _N/F- ELLI_S/H•IZNTLEY ) SHEET 1 OF 3 BONNIE ELLIS & CRAIG HUNTLEY c3 BK\'26J,42 PG 51 `, JANUARY 7, 2015 ` P L A N V I E W EDG�`a� 0 25 50 4.��t\ / � SCALE: 1" = 50' CBDH FND �' - �� L0 \ / CV / ' N z O_ o O0 N SHOFo Nj , ._ 0 .J Ld p0 O� STEPHEN �y `z Ld Q ,t ALLYN u Of WlSON 0- Z (T] o NO.30216 c" '56, p— — �J-- c �FGySTER�O c�rc COD AL r r- r `EDGE OF \\\` .\ \ �� w WATER-EL. 43.2 Q �� (OBSERVED z\ \ i-� B. V. W. DELINEATION BY ENSR 9/ r2014) ��\ `� UO Xl KATIE BARNICLE, WETLANDS SCIENTIST DELINEATION DATE: MARCH 23, 1998 FIELD LOCATION BAXTER .& NYE, INC. MARCH 25, 1998 MYSTIC LAKE 10''\RAMP (NORTH COTUIT POND) N . PROPOSED DOCK 4-48' SECTIONS �I PLANS:. ACCOMPANYING ACCOMPANYING PETITION OF BONNIE-'ELLIS & CRAIG HUNTLEY PROPOSED SEASONAL DOCK & RAMP S 233 WHEELER ROAD D MARSTON'S MILLS, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS JANUARY 7, 2015 ELEVATION DATUM NAVD88 NOTES 1. SPOT GRADES ARE TO THE ELEVATION OF THE POND BOTTOM. RACE NE 2. DEPTH OF WATER (X.X') IN POND IS BASED ON ELEVATION OF WATER (43.2) ON 910312014. uocusG " 3. ELEVATIONS SHOWN ARE BASED ON NAVD88. Ws' llc MIAT O IL MYSTIC LAKE ® pd+o (NORTH COTUIT POND) x 35.5 EDGE OF WATER-EL. 43.2 (7.7) (OBSERVED 9/03/2014) LOCUS MAP N.T.S. x i x 35.9 37.9 (7•3) ,� SHEET 2-OF 3 . 34.4 x ,� BONNIE ELLIS & CRAIG HUNTLEY (8 8) JANUARY 7, 2015 I x 37.0 o i PARCEL 082008001 P L A N V I E W x 35.0 (6.2) Z I N/F ELLIS/HUNTLEY BK 26142 PG 51 0 10 20 x 37.1 p (5.0) a I SCALE: 1" = 20' x 35.7 x 32.4 • . 0i, � 43.2 � PLAN BOOK 283 PG 35i�(10.0) x 36.5 i (5.8) x 34.3 W I /1A (8.0) ..: x 37.3 p P (5.0) i x 33.7 (8.6) x 35.8 (6.5) x 35.2 / (7.1) x 38.4 10' RAMP x 33.2. (3.9) 43 (9.0) y / 37.5 5 7�x p� � PARCEL 082008 / N/F DEYOUNG x 33:4 9.5 6'' i BK 24882 PG 295 (9.8) x(3.7) PROPOSED DOCK x 40.1 4-48' SECTIONS x 37.8 (3.1) (5.4) x 33.8 x 38.2 �,\N OF Mgssgc P,13 (9.4) (5:0) x 39.5 O� EPHEN tiG x 33.6 (3.4) A YN (9.0) x 36.0 o WtLS �i (7.2) U No.30216 4 `3I. o� .9 WC O< GISTER� x 34.8 FSS�ONAL ENG\ (7.5) i x 34.6 (7.7) PLANS ACCOMPANYING PETITION I OF BONNIE ELLIS & CRAIG HUNTLEY PROPOSED SEASONAL DOCK & RAMP n 0 D 233 WHEELER ROAD \\ s MARSTONS MILLS, MASSACHUSETTS vv I COUNTY OF BARNSTABLE, MASSACHUSETTS JANUARY 7, 2015 ELEVATION DATUM NAVD88 • s t f 4 l I O `r SHEET 3 OF 3 II r� BONNIE ELLIS & CRAIG HUNTLEY O JANUARY 7, 2015 O 1 F_ N [V I f 0 O F 4 qC Ld L6 r'i LI ,�c^; STEPHEN yG l j � I� AL LYN . Y II II o WALSON U j j _I No.3021G W �. L1' G�Vl4 v "Z-�� AL 11- 4' - ��'' "' DECK LEG FRAME Lu � lI j > II --ADJUSTABLE U I_f _ LEG EXTENSION O V) w � 0 w o w ^� IL L O (N �_ �` � Of x M ' .IL cq TEEL R00 OR PIPE 11 CONCRETE PADS (SEE NOTE 3) Q S E C T 1 0 N V I E W Ll LL_ SCALE: N.T.S. 1, NOTES 1 — 1) PROPOSED WATERCRAFT. 22' PONTOON BOAT WITH 9.9 HP. ENGINE (DRAFT N 2.2' WITH ENGINE DOWN) 2) DOCK SHALL CONSIST OF 4'x8' PREFABRICATED SECTIONS, 1 WITH ADJUSTABLE LEGS, AS MANUFACTURED BY SHORE STATION. ��— 3) DURING INITIAL INSTALLATION, CONCRETE PADS WILL BE 'PLACED o L' UNDER DOCK LEGS. THE PADS SHALL BE HELD IN PLACE BY STEEL ROD OR PIPE. LEGS WILL BE RESET UPON THESE 1+1 BLOCKS EVERY SPRING. PLANS ACCOMPANYING PETITION OF BONNIE ELLIS & CRAIG HUNTLEY PROPOSED SEASONAL DOCK & RAMP D 233 WHEELER ROAD MARSTONS MILLS, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS JANUARY 7, 2015 ELEVATION DATUM NAVD88 t3v rs4 rz7 �} �A s T� �r�,NT ro ��cd� A 14 LD,f05 PICA A SeC C, 7 /14AIA-1 WIND Pants Sys,(cr01", �Mwr-A /b1EPico OF MgSS �D�r� �X P G �� PAULHc l l© �"3cN SWANSON ,T+ o STRUCTURAL . -o do.3533 a 9; •C � SSG AL I O; � 'd 1 1 I - I y1l�wnw. TO9 �6 �a 1 i lop. ilk I . • I I �` �.CCTITI N V;?.�=� F7 CmE v6rrr ... T, 14_.r. T ato-F uFTMe1!r- - %•'n` �\\ till A i�\\lit � f-�L I I cp) i ' --� �' ��,{�,�-L1 I j�� •� I %I l_J L I �•.}' % l/r 1 -1 l •\\ I / r �11 L ._L L .I __\� I -- -. %/�_L L L I 1 I I I I!L I J_ f 1, , _ _ _ Y \.\ li af'� _ yam. I .� ..1 ; .i 1 L.�`5 r .�:� J I—-`• �.�_I - /�— _ LI_I't �..ix 2•'� Q'� - -. ... /�, t_I_ L '= — -I I •1'� — ..I .._,`:, \'\ f I 1 I �' �I I111 I I i� II : : Lj f I I.' ' _1�•-. - - � I i I_.I. I .L11 I _I -I y-L•i t�' � -- �\ _..—- - I a I I'• L.— CA 1.. l •_..L_I is-t 1- --�- -`- - IL '_—�•1-'Ij 1 I E ' tI I •�'-�—._.� ' 1- r..h--, --J=l-•�_—� -- - _.I; -_ :I .1 - - - _.: F ji I-I i I I I-I I I I I ..�. I...I j - ' �� I I r• t I I I ' __ - I - III 1 ! _�_ I -_ I' - I LL1.Si11- j_ I 1 \r J _ 1 I —. .. ._ i I 1 �._ I_ I - -1'L_t I -- .1L1 _1 I!1_.1 1__lI L-I ' -' I j t p _l _ I - - I7S I-?rimy -3' � 1 S U_i.--.J— ' 1 1�1 4_ 6 I ' ' {: 1��. f 1 �%-I _ .I_I is I IF] JJ—, i ,I I ! I -� '•' �_lI '�' LI .__L'.'.1.'i i:N I -I -L� L ! 1 .— Y• -- 1 i i I i csv.u5ttlw� -I :i I 1 I— 1 �• L'•i:.f_•:. _ - u_: I_I'-1 i�'-J"- I i t i Lr.i� 1_I 1 !• �� ' `i -- I - ',- j-`•� - I Ij--, i ( I 1 .I i..1_I_l.L..{_ 4a:. I �-•I i 1 i I I I I 1 1 1 1 I 11-1'_I1 ._�I_—_ i...l I - I 1 ... I I{I ':I -I I i I I '11 I,I )_. yc i IFIo PvC SHIRT FC. 4' ���r—_._ — _-i.��. � 411I 1 1 j— L. 'I J.' _._ I 'I !�•� .:.p:.• �--- --�C'''-� � 1T I' i 1—i I I I��I -� i•,-)111 rj• 171l 111:'.1. ,41:J.:i,l,i.l,. 1tL.: lip; I11'zh: ,9}(11,.r---�_: _— 1 ,I//�0!I':7,. y • I ' '=-•-H::.lil:• I SHEAR WALL REOUIREAMENTS: I I INSTALL,2'CDX PLYWOOD WALL SHEATHING I WITH 10d NAILS @ 6'O.C.C.EDGES AND 12.O.C.0 INTERMEDIATE SUPPORTS. ' GENERAL NOTES SE ,3 • 'SZyb BAXTER NYE 1) THE NITENT OF 1HNS PLAN IS 14 SHIOw PIWOSFD WORK AT LDCUS. /Z Z S Za J 7 ENGINEERING & AREA IS COfi�SED OF: Order Of COf1d11Wr1 Expires. 2.) AMP 082 1, NHESP TR�aaNG NO.: 1$ 3LZ (v SURVEYING PARCEL 008 I LOT D-1 PLAN BOOK 567 PAGE 50 2) PROPOSED WATERCRAFT 22' PONTOON BOAT WITH 9.9 HP. ENGINE ; DEED BOOK 26142 PAGE 51 (DRAFT N 2.2' WITH DOW DOWN) P AGE 35 OK 28 Registered Professional Engineers o 2M WIMP UD mmay C BONZE Ews 3) DOCK SIKL CONSIST OF 4'x8' PREFAB AiID SECTIONS, PLAN BO and Land Surveyors WSW MNLS, MA 02618 WITH ADJUSTABLE LEGS, AS MANUFACTURED BY SFIORE STATION. 3) PRoW Bay WAL AS SIM ON 1W PLAN (DATUM NWYW) 4) OU W NW INSTAUATION, COMXJE PADS WILL BE MCED 78 North Street - 3rd Floor UNDER DOCK LEGS. THE PADS SHALL BE HELD IN PLACE BY w STEEL ROD OR PEE. LEGS WILL BE RESET UPON THESE Hyannis, Massachusetts 02601 4.) ZONMIG NrF01BMTL0Tk BLOCKS EVERY SPRING. EL 087022 zoNING olsrRlcr: RF_ P p,RGVNI-1 20o Phone 508 771-7502 7- GLOW A��mt�20cs r OBSERVEU WAM ELEVAWNS aft) EMI MYSTICAK LOr LAKE e'I SS N f'F 265�8 pG o�4�M E ° Fax - 508) 771-7622 MARL LOr FRONTAGE = 150' 1/14/2011 EL 43.8 v, w• oEVNW os SO' 9g13 BK �.= www.boxter-nye.com FRONT YARD = 30' SIDE REAR YARD = 15'/ 15' 3/07/2012 - EL 44.9 g. N1C�' 0;�o 23, . 'Y oVEALAY 0611 m. WOO )%412013 EL 45.2 Kar N00 oA a 5/22/2014 - EL 44.6 O� Pn� 13 q5. egg I S T A OVA O�44 STAMP 5) A RILE SEARCH HMS NOT BEEN PET MINI D FOR THNS SOE. IF DETEiHL D LOG p(tCN Ss TO BE NECESSARY, A TIRE SEARCH SIWL BE PERFlDR C BY O�IIERS 9/03/2014 - EL 43.2 21 F�E►9 /r?� STEPME'f4 A { r EXISTING / rn 6) THE PROPERTY LNE NHH'ORIMTION SI M IS BASED ON CURRENT ANILABLE REi00RD j kt I j {i_i1'I�i j„ INFORWTION COMM OF PLANS AND DEEDS THE EXISTNG FEATURES SWO NOTE : GARAGE MASON WERE OWNED D FROM AN ON THE NNTER FIELD SURVEY PERFORMED BY x 36.9 I I i ��\ � �' No.30216 4vtLs:7t. �; 4 ! i N, Pc7 prf1J1C. � <� BAXTER NYE 016N�EERNG B SURVE7NG ON AUGUST 26, 2014 (6.3) � r � r { � � �,�1S7F�. <�y� 1. SPOT GRADES ARE TO THE ELEVATION OF THE POND BOTTOM. N t E 7.) OOAMMTY PWEL NUMBER: 25000t 0641 J (EFFECINE JULY 14 2014) 1HE ROW N1SUW RATE MAP DEI M Tws AREA AS ZONE x (UWVWED). 2 OEPTH OF I i1TER (X.X) IN POND IS t3AS'ED ON ELEVATION OF WATER (43.2) ON 9 03 2014. x 34.6 8) (8.6) t ' t •SRE IS NOT WNTFDN AN A.C.EC. (AREA OF CRRIGY. ENNRONMENTAL CONCERN). 3. ELEVATIONS SHOWN ARE t3ASE0 ON NAVDB$. x�}0a4 ,� ,� / , �f / � \� ,, ,t \ C N S U L T A N T SITE S IMW AN AREA OF ESTIMATED HABITAT OF RARE MLOWE PER NHESP MWP OCTOBEA 1, 2010 `ESTMMTED WBIU15 OF RATE WO FE' (2.9) FOR USE WN TIE MA VEIUMDS PROTECTIONI ACT REGUATONS (310 CUR 10).' x 36.4 SITE DOES NOT COWM A CER►F1ED VERNAL POOL PER NHESP MAP OCIOBER 1, 2010 x 37.6 TING *=IIFED VERNAL Pools (Ss) / / / r / \ ' EXISTING 1 r / t I \ \ CWEUJNC'' •SOE S WO PRHOROY HABRAT PER NHESP MAP OCIU2X 1, 2010 W401tY CONSULTANT f233 HABWTATS OF HARE SPEOW FOR SPECES UNDER TIE MASSACMISEM ENIWEEIIED SPECES ACT, RE'OUATIONS (321 CIR101 x7) / ate♦ t ,t •SIIE IS NOT MIM A STATE APPROVED ZONE I GROUD NMTER RECHARGE PR01Er,"IION AREA x 37.0 x 39.9 (6.2) (3.3) •SITE S OW A ZONE OF CONIRWWN TO A SALTNRTER ES11WtY(UNSTABLE ROH x 36.7 REG. 360-45). (6.5) - i 1g j i i ', , '\ t \t PREPARED FOR : i / ,S / t EDGE OF LAMIPI t Bonnie Ellis& Craig Huntley x 38.1 (51) x 39.9 Q / x 37.7 (3.3) / { I ` } { E r ( i (5.5) 39.8 J Ay18 \ \ t _ ` t s, ✓, l X(3.4)44 x 37.5 t L14 \ � s i ll 4, (5.7) CHAIN LJ FENCE r 2.1 S ■--■ .-.-- i.�...-.• LACK LEG FRAME t x 39.6 t \ t J r (3.6) x 35.5 EDGE )OF WATER-EL 43.2 (7.7) o {$A. (OBSERVED 9/03/2014) ,' I , \ og ---�►DJUSTABLE Co R. �- / t { k' I s r 95 LEG EXTENSION x 35.9 37.9 �- ; P O G 34.4 x ;' A 16 i �,P Q I?S Q, b �Q (8.8) if + L . �1 x 37.0 ! / 35.0 (6.2 x ) r I O r Fcc (5.0) x35.7cc TESL ROD OR PIPE (6.6) f I x 32.4 43.2 (10.0) CONCRETE PADS (SEE NOTE 4) x 35.8) x / /' ' �' r ,' J r 34.3 ( t A_ 4 (8.0) x 37.3 , r G son - r 5 (8.6) 1�' '' O x 35.8 (6.5) \\ /t / 1-3 w M x 35.2 ,\ w co � (7.1) \ / x 38.4 10' \t A 13 ,l a N x 33.2 (3.9) 43 / (9.0) _T 37.5 x z (5.7) k O x33.4 9. �a' g ERA L► (9.8) x 3.7� A a X 40.1 PROPOSED DOCK x 37.8 40.1 a 4-4x8' SECTIONS (5.4) m w 0 x 33.8 x 38.2 A..A3 (9.4) (5.0) x 39.5 Ill x 33.6 (3.4} w Locus flap Scale 1 (9.0) x 3 Q (7.2) 4.3.3 PROPOSED DOCK o 3-4'x8' SECTIONS (24') - s r s a x 34.8 inbw o 4 _.. X 34.6 _ _ _ _ TYP. _ _ WATER ELEV. - 45.2 _ f 10--4-13 z f 10' RAMP DECK ELEVATION 44.2 SHEET TITLE ©o _ r1 -1 - WATER ELEV. = 43.2 a-03-14 _ _�.... _ w.. .._ .. _. .. INV ds Permit Pia Seasonal Dock ==1 ••* Cq SHEET NO a -�� \ 0y ti •• N per' W L0 SCALE: 1'=5' M D A T E : 11/03/14 q • 4 } n a �` • « w 20 0 20 40 .^; fit .� SCALE IN FEET q ��'. ;l�I►d SCALE : 1"=20' 4 0 • Q ♦ DRAWN/DE,SIGN BY MTM CHECKED BY: SAW JOB NO: 2012-•002 C A 0 D F I L E: 2012-002WPP.dwg