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0043 BAYBERRY LANE
��� i �� �� .: . �. .. , '+m-••- _. -.: d...r,....�.:'wVr^:� ,1Y.. -.. ...'-' ��-may.' YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Cleric's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) Gel,d/!/: mpIle li !s Go we-a rAl y DATE: �/�/ �20/5�. Fill in please: APPLICANT'S YOUR NAME/S G a lei t UNS YOUR HOME ADDRESS:Y ytq :. ES o y 5031 �t�4 c/ t' i �• � y1' ti r I91flTt;$r1Qi.4 5 R �S y 313:f �r6 TELEPHONE # Home Telephone Number g _!G�P_ 0 5 �9 BdYnu.+4mn94iafL'? 1 ?,.,C� •CtL•il f�`-llii:Af},n 13,. .r,, . NAME OF CORPORATION: SS o�-�//V NAME OF NEW BUSINESS�7A/ hi./V 54-H i P S TYPE OF BUSINESS c- , IS THIS A HOME OCCUPATION? E NO v2 6iS_ /.7e 51, y^ ? ADDRESS OF BUSINESS 19'2 9 al�_ MAP/PARCEL NUMBER (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -'(corner of Yarmouth Rd. & Main Street) to malce sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO R'S OFF CE This individ al h s eh in o eh K a per it equirem nnts that pertain to this type of business MUST COMPLY WITH HOME OCCUPATION A hori S RULES AND REGULATIONS. FAILURE TO O ENTT_\ COMPLY MAY RESULT IN FINES, cS air 2. BOARD O EALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual•has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS; Town of Barnstable �FTME Tp� Regulatory Services '►�o Richard V. Scali,Director STAB Building Division HAMM 9� MAS& ,0� Tom Perry,Building Commissioner �E1 M. A 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#:w, HOME OCCUPATION REGISTRATION Date: //'' 2,9 T Name: C?L2r!. Y A)/`/ 1/�,,V Phone#: Address: Village: r-'y /J Name of Business: -------------- Type of Business: F o Z F—I en Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes,- and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,h e read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: Homeoc.doc Rev.103113 r Town ®f Barnstable Vermit# ` ° Expires�' 6 nront Regulatory Services Fee �C�n�issue t i � • aAFWSrABLE. • � 9MAES. e`0� Richard V.Scali,Interim Director Bt ld.&.Dg Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNT UT APPLICATION - RESIDENTIAL ONLY O 1 Q 113 3 Not Valid without Red X-Press Imprint Map/parcel Number I 3 Property Address 3 0 Residential Value of Work S i 2. . S?I _ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address ,_�� v u Pr �!q A bt_YY►.L L fLyLp_ � (I n4y 1 i. INnyq Contractor's Name,%Uifa n WE Wind ou jAnan Telephone Number 41)i -a.5?— YOU t��1u�n Home Improvement Contractor License#(if applicable) n j-@-}.r Email: Construction Supervisor's License#(if applicable) }q T)r1 p`1 ®Workman's Compensation Insurance Check one: ❑I am a sole proprietor X-PRESS PERMIT ❑ I am the Homeowner I have Worker's Compensation Insurance NOV _6 2014 Insurance Company Name T�Cfl[,L j_�7�l nya n u N. Workman's Comp.Policy# l y �-- ��3 U_ '_`9 TOWN OF BARNSTABLE Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows/doors/sliders.U-Value t 3Q (maximum.35)#of windows—7 — #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&lire Permits required. 'Where required_ Issuance of this permit does not exempt compliance with other toN,.n department regulations,Le_Historic,Conservation,etc. ***Note: Property Owner must-sign Property Owner Letter of Pei-mission. A copy of the Home Improvement Contractors License&Construction Supervisors License is requ' SIGNATURE: T:\KEVIXt_D\Buildinz Changes)EXPRESS PERNgr\EXPRESS.doe Revised 061313 The Commonwealth of Massachusetts Department of Industrial Accidents tl Office of Investigations .I Congress Street,Suite 100 Boston,MA 02114 2017 www.massgov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Pril�t Lets>tbly Name (Business/organization/Individual). SOUTHERN NEW ENGLAND WINDOWS LLC Address: 26 ALBION ROAD City/State/Zip: LINCOLN, RI 02865 Phone#: 401-228-9800 F you an employer?Check the appropriate bog: am a employer with 20 4. ❑ I am a general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.t 9. ❑Building addition 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 11. Plumbing re myself. ❑ g pairs or additions y (No workers' comp. right of exemption per MGL 12. Roof re insurance required.] t c. 152, §1(4),and we have no ❑ pairs employees. [No Workers' 13.�Other WINDOW REPLACEMENT comp.insurance required.] "Any applicantthat checks box i l must also fill out the section below showing their workers'compensation policy information. 1 Homeowners who submitthis affidavit indicatina they are doing all work and then hire outside contractors must submit nem affidavit indicating such. =Con tractors 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 die sub-contractors have employees,they must provide their workcers'comp.policy number. lam an employer that is providing workers'compensation insurance for information. my employees. Below is the policy and job site Insurance Company Name: ARGONAUT INSURANCE COMPANY Policy#or Self-ins. Lic. #: WC927938352394 08/21/2015 Expiration Date: Job Site Address: Q3 19 6P,1'h.4 AylQ City 1p/State/Z' Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one imprisonment; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA,for insurance coverage verification I do hereby certify under the pouts and penalties'of perjury tliat the information provided ab ve ' true and correct. 1 , Si afore: 2S� ate: ll 6 Phone#: 401-228-9800 OffwW use only. Do not write in thin area,to be completed by city or town ofpcial. City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.CityiTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 'CERTIFICATE OF LIABILITY INSU'w,1 RAINCE F .09/22/2014 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: N the Certificate holder Is an ADDITIONAL INSURED,the Poliey(ies)must be endorsed, ff SUBROGATION IS WAIVED,subject to the terms and conditions of the P01W Certain Pelt les may repulre an endwsemerlt. A statement on this Certificate does not confer rlghts to the Certificate holder in lieu of such errd s PRODUCER Willis of New Je rsey, Inc. C/o 26 Century Blvd PNONE FAX P.O. 80z 305191 MUM&Eftl-877- - 8 Nashville, IN 372305191 Un :certificatesewillia.cm INSUMMMAN011DINGCOVERAGE NAIL e OiSUAENA:Belective Iaauraa:4 LOY of 82 39926 INSUREDBoalbesn New, Ragland Windows LLC UISURa B:The Beacon Matual arencs Ias 24017 D/B/A Renewal by Andersen 26 Albion Road INSURER C >mauranae 19802 Lincoln, RS 02665 INSURER D• INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER.IM29160 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 REOUIREME NL 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. LT R TYPE OF INSURANCE POLMT KUMBER LIMTrS POLICY EFF P EXP X COMMERCIAL GENERAL LA C AGE a OCCUR EACHOCCURRENCE $ 1,000,000 A S 200,000 MEDEXP one s 10.000 8 2029459 08/20/2014 08/10/2015 PERSONAL&ADVINJURY s 1.000.000 GEhrL AGGREGATE UWMr APPLIES PER:P011CY T a LAC OTHER GENERAL AGGREGATE S 3,000,000 PRODUCTS-COMPIOPAGG f 3,000,000 S AteLIASUM ALTO uMrT = 2,000,000 A OMBZI X _ALLOWNED SC}ED1AED BODILYMMY(PNP-M) S AUTOS AUTOS 8 2029459 08/10/2024 08/20/2025 BODILyfta Y(PersoddWM S X H REOI AUTOS X AUTOS PRDPErrIyMAGE f A X UMBRELLA LL48 X OCCUR EACH OCCURRENCE s s,000,000 EXCESS LAB L2AW.MADE 8 202%59 08/20/2014 08/10/20.0 AGATE � RE1eRION s s,000,000 WORPMRS COMPS NSATTON f B AND EMPLOYBtSLIABILRY' YIN X NTE oT ER D ERExc�iUDED7 Q N/A 1 0000066029 oe/21/2014 06/21/201s EL �H ACCIDENT f 2,000,000 (MWKWWb E.L.DISEASE-EAEMPLOY s 1,000,000 91; P E.L DISEASE-POLICY LIMIT f 1,000,000 C Eork C=W/BL Cons WC927938352394 06/21/2014 09/21/2025�_:_oiesass .LRa. Accident - 01,000,000 tatory Limit - WC Disease Policy Imt - $2,000,000 ie. agployes - $2,000,000 DESCRIPTION OF OPERATIONS I LOCATOW I VEHI M(ACC Tot,Aditonai Rem do Sd"^nor pe sudwd d mar spew b rsgiad) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Bonthera RD LLC AUTHORIZED REPRESENTATIVE 26 Albion Road & I cola, RS 02865-0000 r�'►Iti4 01988-2014 ACORD CORPORATION. All rfghts reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 8R ID:6629625 RATCBrRatch $a 79627 Southern New England Windows d.b.a Massachusetts -Department of Public Safety Board of c^.uiiding Regulations and Standards �pn°:Y�ilEi7�ra�I:�Ie 6'ist�i !ti;r 'vl v-.Z v BRL#N D DENNIS _ Y_ . 7 LAN M POND CIRCL:j a; ' Charlton MA 01507Y-- Ex1i r atio:, Commissioner - 091=2016 ntF g l7t '=� Office of Consumer Affairs 6nd Business Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 173245 Type: Supplement Card SOUTHERN NEW ENGLAND WINDOWS LL Expiration: 9/19/2016 DENNISON BRIAN ` 26 ALBION RD - LINCOLN, RI 02865 _ Update Address and return card.Nlark reason for change. sCA 1 0 2ar,•0511, f' Address ❑ Renewal C Employment ` Lost Card •.•;\ ��c�ourvrornaca�l�o!f_%�la::ar�rr;r//1 1 ice or Consumer Affairs&Business Regulation License or registration valid for individul use only '� '.•+ 'EtOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: µ:s.- g' Office of Consumer Affairs and Business Regulation {y Y Registration: 173245 Type 10 Park Plaza-Suite 5170 Expiration: 911 912 01 6 Supplement and Boston.MA 02116 .. SOUTHERN NEW ENGLAND WINDOWS LLC. . RENEWAL BY ANDERSON DENNISON BRIAN 26 ALBION RD � �- LINCOLN,RI 02865 Undersecretary Not va' ithout signature ~ Oct.25.2014 20:24 PAUL CO-MBOY RENEWAL AND—Elk 7111 545 1293 PACE. G/ 7 Renewal • J/Yl1MM��MM rillkWxt ilJWf9 RLTYPII.BY ANDERSEN — t.'f lisnx aYJa+7555 Wf A .rem u.AMe.rn�pq 26 AD-Am Rnlnl 1,Un0r6 RI i1`�£ 3 Lolarl:mYft33r Plnoue I1tiQi.56S.223S-1bx 401.633.Gi(12' tl'�9 recto etc CSfxc o 8oatbeeu.'4vwExghnd Windows,LLCd/b/a Renewal byAndar sen of Sot&wu X w Eni;lmd CUSTO1R WINDOW AND DOOR R$MODMMO AGREEMENT ins E;).t 1`a.* ohm Eorc.{.151rcuA2taca C4rSna.a dbb t'aer 1MEW----� !? y�tD/� H-ne'(*Owe Nw.ew: � &e4Tc4pt*na r4m*w• Auyrrs4 hereby juicily tuRl mvera:llyaqrsta to pnrtfiul stet.Prtrlln lA and/ar txnias of Succdlern New Far,4tnd Wfulrkeva 1.LC:d/b/a Itetlexltl by Aht&—rmn of Southern Nrw EmfStarirl I"Cuntrar-Im'j,in uumnlmttt%ith the terms aM catnditkm dcuLTUd an the froze and the:ix-p tl of tbit 4YLYftlent arcs rill Ihr.altarhrxl grecilicadion 4hcc lr0Icolltrlively,IBIS Agwrntrrlt"). O Historic 0 Condo O HCAT To�l)obAmount_,. .. Ewrhttduunl Qaca' M�hadelpaymatt. UCheck UCash Imrrced Dcposlt Rece'ered(33 Y ri at eh f 2� Credit Cards are axepenCfor dal-:Monl/-rraxtnun IIl of the Btnoe at 3ms of job �!'� project cost pUm too Oadlt Gerd ibir"Ri—ji By signing ibl; 1 f }� 50 lstims�ea CcMpteticft ate Avvement you ac"wladpe 6;.t dig Babnce at Star.of Job teed the 8dent+e an SubotsTl �t d eWw=on Subsuin4l Compktlen of lob umm:he made by credh Completion of job E3As).�8S's0 wrd and must be made by pemmial dwck built cheek or eft0k Bsyor(a)agaves and understands that this Agreement eoostitates the entire understanding between the parties,and that share ere no verbal ondosstandings changing any of the terms of this Agreement.Bayes'(a)aclmowtedlpF that Boyers) (1)has read ibis Agreements undemtmds the terms of this Agrecmea;and has reccivad a completed,slgned,and dated copy of this Agreement,including the two attached.Notices of Cancellation.on the date first written above and 12)was orally lntbrmed of Boyar's right to cancel this Agreement.DO NOT SIGN THIS COMMACT IF THERM ARE ANY BLANK SPACES. (XhodalallmdSake Ote{y)Notim to Buyers(1)Do not sign$Us Agreement U any of the spaces intended Ear the agnod tarnaa to the extent of then available infora+at9m►are left blank.(2)You are entitled to a copy of ehisAgreement at the dins you sign it.(3)You may at any time PRY off the ran unpuld bolsac*duo unifier this Agmemeniiji end in so doingyou may be entitled to receive a partial rebato of the finance and Insursnee charges.(4)'The seller has no right to udawfAy eater your premises or eamsmlt any breach of the peace to repowwoo goads parclaaed under this Agreement.(3)You may cancel this Agreement If It has not beva signed at the main office or a branch office of the seller,provldod yes na fy the seller at his or bar main office or branch office nhown in the Ag"itment by registeredar certl6edmaM which shall be posted not later than midnight of the third cslandar day after the day on which the buyer signs the A Sreensenb ga;dWiog Sunday sad any holiday on which regular Mau dollv■rses are mot made.See the accompanying notice of cancellation two for as explanation of buyer's rights. 12hgc14+` ei robe 9Wfji= Ig&) Renewal�by off a ,r England Buycr(a) Boyeria) Ile � •lrrrrc Z aces A � 5lymttulte � Siytuatuce 4l� e�ii G� tie r.9/WX/•/.��I Print A'iuuc of PhAtiCt hUMIK r Nnc'Nurru; Pr9ncl\:wK YOU,THE BUYER(S), AfAY CANCEL TMS TRANSACTION AT JoY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSIMS DAYAFFER THE DATE OF TI•US TRANSACTION.SEE THE ATTACHED NOTICE OF CANCBUATION FORMS FOR AN ZXW"ATiON OF TH16 RIGHT. _Ac NOTICE OFF t _�jfRB OF CANCELLAUQN Dan of Transaction M r You may cancel I Date of Tionmetion .You may cancel ttihs transaction,without any penalty or obligation,within skis transaction.without any penalty or obligation,within three business days from the abw o date.If you carsce4 any 1 three business days from the abeva dam if you anal,any property traded on,any payments made by you under the I property traded in,any payments matte by you under.the Contract or Sale,and my napit ablo Ins;tr umont ow itited I Contract or Sale,and any negotiable instrument cxcrutoed by you will be ritvm ten business within t business days following I by you will be retuned wMFn cm business drays 1Wlowhtg receipt by the Seger of your cancellation notice.and any I receipt by.the Seller of your cancellation notice,and any saeurty interest arising out of the transaction will be sentries, interest Otsit j out of the transactiot+ will he canceted.if you 1Bnee4yymou must make avallablom this Seller I canceled.Iftou cancel,rrou must make mailable to the Seller at your residence,in substantially as good condition as when I at youir residence,In substantifNy w good eondithm as when sewsred,ant►goods delivered to you under this Contract or I received.any goods delivered to you under this Contract or Sale;or you may.if you.wish,comply with the instructions of i 5t�le�or you may,if you wish,comely With the Instructions of the Seller regarding the retum shipment of the Seeds at tho nor rogarding the return shipment of the goods at the Seller's expense and risk.ff you do male the gsoods available Seller etrpame and risk Ifyou do make the goods available to the Seller and this Seller does not pick then up within t to the Seller and the Sailor does'not pick them up within twenty days cef the date of ew=113don.you,may tetaln or I twenty days of the date of cancellation,you may retain or dupnse of the goods without any further obri atien.If you I dispose of the goods without any further obligation.If you fail to nuke the goods avoilabto to the Setter.or it you agree I faif to maim the goods available to the SHIM,or N you agr¢o to return the floods to the Seller and fail to do so,then you I to retum the foods to the Senor and fail to do so,then you rennin liable for pet(orrnance of all obligations cider the remain liable for performance of all obTigattions udder the t onwaet.To tatncal this transaction,mail or deliver a sighed t .Contract.To cancel this transactlon,mail or deliver a signed and dated copy of this carleelfadeB netlee or any other I mid dated copy of this cancellation.natiee or any,otlier written notica,or send athtegram to Renewal enure! I written notice.or send atel ram to Renewal byAndersonof Southern New England ak 26Albion o286S, I Southern New England at 26 Alblan Road,UncoK M 02865, NOT LATER THAN MIDNIGHT OF. ow NOT LATTER TITAN MIDNIGHT OF (Date) ((Date I HEREBY CANCEL THiSTRANSACTION. 1 NROBY CANCELTHISTRANSACTION. . whw'r tgpesrwe 601,4+t1111iw new 111111V-4 OloalblN MINN" tiara MA CW.Whin Buw Copt.Tailow Buyer Cop,pink �1 Town of Barnstable Or.INE rqr Regulatory Services �p do Richard V. Scali,Director BARN3IABLE ; Building Division BARNSTABLE w�R51�0\S�IIS�6R5�.UF�dbT s63y �• Thomas Perry, CBO - 1639-2014 A'FD1i"0rA Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 April 25, 2014 Blue Selenium Solar LLC Attn: William Sullivan 17 Jan Sebastian Drive Suite 12 Sandwich, MA. 02563 RE: 43 Bayberry Ln., Cotuit, Map: 019 Parcel: 133 Dear Mr. Sullivan, This letter is in response to application number 201401286 submitted to install solar panels at the above referenced property. Unfortunately, the application can not be approved at this time because the subject property currently has an open building permit issued in 2006. Once that building permit has been successfully completed, your building permit application can be revisited. Please do not hesitate to contact this office with any questions. Respectfully, . Luzon ocalInspector jeffrey.lauzon a,town.barnstable.ma.us (508) 862-4034 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION b Co Map . Parcel / Application # Health Division Date Issued Application ' Conservation Division lication Fee - Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board P11— Historic - OKH Preservation/Hyannis Project Street Address ? 3 OU[ & t, 0"36 Village j�aA/W Owner G / a E! MU l L&J Address b Telephone 50 $ qU 50 39 Permit Request S 4, q� Yl�`� SO X 11-41 ,i/ � �- / S �Q s®0 o TL- a's Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay a o :Project Valuation 30. / A Construction Type cr; Q Lot Size Grandfathered: ❑Yes ❑ No If es, attach su 'y �pporting d4cume�r�tation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) T Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ,C Yeses❑ No c� Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bathe): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New- Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing. ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use T INFORMATION R HOMEOWNER) ` j n� &1/iJ7F p 509 9 33 9�50 D Name / Gt�1 /ol• Telephone Number Address Ao-__90 w D License# C s " 66,5SI 3 o-Ca& Home Improvement Contractor# 1�6151 Emd: . - likbiA ()�SP.� �r?Ak Worker's Compensation # I .2 31S 3785q7-0�a- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �I(JQ Se6i;UM y IOL"- [ 1fdo se6 _6bn .Sk I I QJA r�i Ck-N d d' '.04a 0S 4D C LkSSA 'NCd tlgQ( a � SIGNATURE "�''1 DATE �-� z: y v' FOR OFFICIAL USE ONLY APPLICATION# j ` - r DATE ISSUED �2 MAP/PARCEL NO. ADDRESS VILLAGE 1 ` OWNER DATE OF INSPECTION: __FOUNDATION G FRAME INSULATION A .X FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING C6V- 51NIN DATE CLOSED OUT ASSOCIATION PLAN NO. a ,per The Commonwealth of Massachusetts Department of Industrial Accidents i Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia , Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �Q ��P�e1At (,( 0 SZ)6, Address: � U11-t J_- City/State/Zip: 0)5(3 Phone #: 50 P a 3 3 al Are ou an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'• 9. Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.[R-Other SO(C,.,,i Oki -S comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. I Insurance Company Name: LA 1A 1A 4:u &L Policy#or Self-ins.Lic.#: 60 f I- S1 S 3-1 c5 5 47 -Q(1 Expiration Date: Job Site Address: ke.Y3 ( L..tJLJ City/State/Zip: NO 6.L635 Attach a copy of the workers' compensatiol policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Sip-nature: /.��i� G i6L.�iL��.0 Date: Phone#: E 0 t 133 1 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#: lb ATE r440 CERTIFICATE OF LIABILITY INSURANCE D/28//DD/Y4 2/28/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CONTACT PRODUCER Crystal NAME: NAME: � Isbister C.L. HOLLIS INSURANCE PHONE (508)295-9500 FA)( (508)295-9898 A/C o 140 Marion Rd E-mA1l .crystal@insurehollis.com INSURERS AFFORDING COVERAGE NAIC 0 Wareham MA 02571 INSURERA:HanOVer Insurance Group 2292 INSURED INSURER B:Safety Insurance 39454 BLUE SELENIUM SOLAR LLC INSURER C:Liberty Mutual 33600 17 JAN SEBASTIAN DR INSURER 0: UNIT 12 INSURER E: SANDWICH MA 02563 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1413001422 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 OOLSUOR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE 0 POLICY NUMBER MMIDD/YYYY MM/DD LIMITS GENERALLUIBILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence S 1,000,000 A CLAIMS-MADE QOCCUR DHN9478699 /9/2014 /9/2015 MEDEXP(Any one person) S 10,000 /9/2013 /9/2014 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN•L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 X I POLICY I I PRO- LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMI Ea accident 11000,000 B ANY AUTO BODILY INJURY(Per person) $ 20,000 ALL OWNED X SCHEDULEDAUTOS 6225811 0/28/2013 0/29/2014 BODILYINJURY(Peraccident) $ 40,000 X X NON-OWNED PROPERTY DAMAGE HIRED AUTOS $ AUTOS par auzidera EXT S X UMBRELLA LIABHCLAIMS-MAOE OCCUR EACH OCCURRENCE S 1,000,000 A EXCESS LIAR /9/2013 /9/2014 AGGREGATE S DED I I RETENTIONS HN9478699 /9/2014 /9/2015 $ C WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? a N/A (Mandatory In NH) 5-313378547-013 /15/2013 /15/2014 E.L.DISEASE-EA EMPLOYEd S 500,000 I( es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 I I T DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddlUonal Remarks Schedule,Ifmore apace Is requlred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN GERALD MULLER ACCORDANCE WITH THE POLICY PROVISIONS. 43 BAYBERRY LANE COTUIT, MA 02635 AUT ORIZEDREPRESENTATIVE ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS026(201005).01 The ACORD name and logo are registered marks of ACORD i Office of Consumer Affairs d Business Regulation — 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 166151 Type: Supplement Card Expiration: 4/29/2016 BLUE SELENIUM SOLAR LLC WILLIAM SULLIVAN 17 JAN SEBASTIAN DRIVE SUITE 12 SANDWICH, MA 02563 _ Update Address and return card.Mark reason for change. SCA i 0 20M-05n 1 [J Address ❑ Renewal C Employment Lost Card ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 166151 Type: 10 Park Plaza-Suite 5170 Expiration: 4/29/2016 Supplement Card Boston,MA 02116 BLUE SELENIUM SOLAR LLC WILLIAM SULLIVAN 17 JAN SEBASTIAN DRIVE SUITE ��/✓��""' SANDWICH,MA 02563 Undersecretary Not valid without signature Masspchusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005813 WILLUM M SUI)IV PO Box 1210 WellfleetMA 02667 Expiration Commissioner 01/03/2016 i Blue Selenium Solar, Inc° • Go Green with Blue"' February 28, 2014 Town of Barnstable Building Division 200 Main St. Hyannis, MA 02601 Building Inspector: Jeffrey Lauzon Ph: 508-862-4034 Fax: 508-790-6230 Dear Mr. Lauzon Attached is support documentation as a part of Blue Selenium Solar, LLC applying for a building permit to install solar panels at the residence of Gerald Muller of 41 Bayberry Lane, Cotuit, MA 02635 On the following page is a table of the contents of the attached literature. Hopefully,we have included all that you require. Please call me at 774-368-0019, if additional information is required. Thank you. K ly, l Tanghe Blue Selenium Solar, LLC I 17 Jan Sebastian Drive,Suite 12 Tel: 508-833-9500 Sandwich, MA 02563 Fax: 508-888-2966 -E-mail: info@bluesel.com www:bluesel.com i Blue Selenium Solar, Inc° • Go Green with Blue' TABLE OF CONTENTS: Page 1,2 Copy of signature page of permit application Page 3 Builder Construction License Page 4 Home Improvement Contractor Registration Page 5 Workers Compensation Insurance Affidavit Page 6 Certificate of Liability Insurance Page 7-8 Assessment Record & Map Serve Page 9 Town of Barnstable Regulatory Services Property Owner Signs Page 10 Google Map,43 Bayberry Lane roof that the solar array will be mounted Page 11 Layout drawings of solar array on roof Page 12A, B,C P.E. Stamped Drawings Page 13 Solar Mount L Base, mfr:TRA-MAGE Page 14- 17 PE Stamped structural review on rack system, mfr:SnapNrack,Series 100 PV Page 18- 19 Screws-roof attachment, mfr: Simpson, model: SDS25412 (1/4"x 4-1/2" long) Note: 2 screws used per bracket Page 20-21 Solar panel manufacture's literature/SunPower E20/327 ENCLOSURE—2ND SET OF PLANS. 17 Jan Sebastian Drive,Suite 12 Tel: 508-833-9500 Sandwich, MA 02563 Fax: 508-888-2966 E-mail: info@bluesel.com www.bluesel.com I Official Website of The Town of Barnstable - Property Lookup Assessing Division Property Lookup Results - 2013 367 Main Street,Hyannis,MA.02601 t� «BACK TO SEARCH« f �Pfint-Ffiendly Owner Information-Map/Block/Lot:019/1331-Use Code:1010 Owner Owner Name as of 111112 MULLER,GERALD R&PAMELA H Map/Block/Lot GIS MAPS PO BOX 1929 019/133/ COTUIT,MA.02635 Property Address Co-owner Name 43 BAYBERRY LANE Village:Cotuil Town Sewer At Address:No GIS Zoning Value:RF Assessed Values 2013-Map/Block/Lot:019/1331-Use Code:1010 2013 Appraised Value2013 Assessed Value Past Comparisons Building Value: $96,300 $96,300 Year Total Assessed Value Extra Features: $38,900 $38,900 2012-$358,000 Outbuildings: $40,200 $40,200 2011-$368,300 Land Value: $154,700 $154,700 2010-$363,300 2009-$422,400 2008-$409,600 2013 Totals $330,100 $330,100 2007-$408,900 Residential Exemption Received=$87,244 Tax Information 2013-Map/Block/Lot:019 1 133/-Use Code:1010 Taxes + Cotuit FD Tax(Residential) $577.68 Community Preservation Act Tax $63.82 Fiscal Year 2013 TAX RATES HERE Town Tax(Residential) $2,127.42 $2,768.92 Sales History-Map/Block/Lot:019/1331-Use Code:1010 History: Owner. Sale Date Book/Page: Sale Price: MULLER,GERALD R&PAMELA H 3/31/1980 3074/227 $0 Photos 019/133/-Use Code:1010 Sketches-Map/Block/Lot:019/133/-Use Code:1010 F9g WqK OAS� 1 WD 2 BMT 1 T is 9 RAS BMT 2 44 As Built Cards:Click card#to view:Card#1 1 Constructions Details-Map/Block/Lot:019/1331-Use Code:1010 Building Details Land Building value $96,300 Bedrooms 3 Bedrooms USE CODE 1010 h4://www.town.bamstable.ma.us/assessing/propertydisplayscreenl 3.asp?ap=O&searchparc... 12/10/2013 i Official Website of The Town of Barnstable -Property Lookup Replacement Cost $113,321 Bathrooms 2 Full Lot Size(Acres) 0.69 Model Residential Total Rooms 9 Appraised Value $154,700 Style Raised Ranch Heat Fuel Gas Assessed Value $154,700 low Grade Average Heat Type Hot Air Year Built 1972 AC Type Central Effective depreciation 15 Interior Floors CarpetHardwood Stories 1 Story Interlor Walls Drywall Living Area sq/ft 1,324 Exterior Walls Wood Shingle Gross Area sq/ft 2,938 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp Outbuildings&Extra Features-Map/Block/Lot:019/133/-Use Code:1010 Code Description Units/SO it Appraised Value Assessed Value WDCK Wood Decking 162 $2,900 $2,900 w/railings BMT Basement-Unfinished 1356 $24,700 $24,700 FPO Ext FP Opening 1 $1,300 $1,300 BRR Bsmt Rec Rm-Average 900 $5,700 $5,700 FGR3 Garage-Good-Wd 864 $37,300 $37,300 Shingle FPL1 Fireplace 1 story 1 $3,500 $3,500 FOP Open Porch-roof-ceiling 96 $3,700 $3,700 Sketch Legend Property Sketch Legend B2N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area TOS Three Quarters Story(Finished) (Finished) BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UTQ Three Quarters Story (Unfinished) FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) PRIG Pergola WDK Wood Deck FOP Open or Screened in Porch PTO Patio q�3Print FrieMY, 'Contact ; Director of Assessing Jeffrey Rudziak t P 508-862-4022 t F 508-862-4722 ,F 8:30a.m.to 4:30p.m. ) Helpful Links to Downloads " Abatements FY 2013 SALES LISTINGS Barnstable FD Residential C.O.M.M FD Residential Commercial-Industrial-Mixed • r Use r Cotuit FD Residential i Hyannis FD Residential I Townwide Condominium W.Barnstable FD Residential Department of Revenue Exemptions http://www.town.b.amstable.ma.us/assessing/propertydisplayscreen l 3.asp?ap=0&searchparc... 12/10/2013 oF-MErerti t, f. . . Town 'of Barnstable .�. Regulatory Services 9 Thomas F.Geiler,Director �Fo rr+►►�" Building Division Tom Perry,Building Commissioner .200 Main Street,Hyannis,AA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 . Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section If Using A Builder as Owner of the subject property hereby authorize l�2 �Q�eA\► u Ikk so Cil to act on my behalf, in all matters relative to work authorized,bythis building permit application for. . dress ob) Signature of Owner Date �e-ra ft k U Print Name If Property Owner is applying for pertriit please complete the, Homeowners License Exemption Form on the reverse side.. Q:PORMS-O WNERPERMIS S ION Town of Barnstable Regulatory services II BARMARLA Thomas F. Geiler,Director MAS& Building Division 019. �fo Mph Tom Perry,Building Commissioner 200 Main Street, Hyanni$,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER": phone• name home phone# workp ' CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to inc de owner-occupied dwellings of six units or/less and to allow homeowners to engage an individual for hire who d es not possess a license„provided that the owner acts as supervisor. DEFINITION HOMEOWNER Person(s)who owns a parcel of land on which he/she re des or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached tructures accessory' to such use and/or farm structures. •A person who-constructs more than one home p a two-Fear period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official do a form acceptable to the Building Official,that he/she shall be res onsrble for all such work erformed under the uildin ermit. (Section 109.1.1) The undersigned"homeowner"assumes respo ibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulatio The undersigned"homeowner"certifies the he/she understands the Town of Barnstable Building'Departrnenta> minimum inspection procedures and req ' ements and that he/she will comply with said rocedures and i requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing'35,000 cubic or larger will be required to comply with the State Building Code.Section 11 7.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: tAny homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1/ Any of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shL act as supervisor." Many homeowned{who use this exemption are unaware that they are assuming the responsibilities•of'a supervisor(see Appendix Q, _ Rules&Regulations for Li ensing Construction Supervisors,Section 2.15) This lack of awareness often insults in serious problems,particularly when the homeowner hi unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor, The homeo cr acting as Supervisor is ultimately responsible. To ensure at the homeowner is firlly aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner ertify:that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. i Q:\WPFILES\FORMS\homerxempLDOC - - --- - - - - --- - - - P - 8C rl��https/lmaps google.com; -- - —_- 4'43 Bayberry Lane,C_. R. -- Edit File Edit View Favorites Tools Help /Qr., !1� •, � /� x Ly bing ,v � �' <f 131 9� DS msn� ® W �= :mod f"ol/ flf EnerSank USA Inbox 01 Massachusetts MuniHELPS._ L1 nrel PVWatts-PVWatts Gr— O nstar Interconnection Sim_. t�r PowerClerk Sign-in®Google(2)G'Massachusetts Departmen— " j - ® - ' 1.�,.1 - Page- Safety- Tools- �•- '� Google 43 Bayberry Lane,Cotutt,MA 02635 Q ... EEEI + � � '�i�r���M?S3'-fit'. . �'"Y-.-• - ; \ ... .��' - 4 � .� Y �,n 1- 3.- �, . t r r. Trdfic 4 v?, yK3 ", ,t•• ri m - ..a .�z -tad -'.' , � © .. ss,!'� �mot, -,%'=. -.� t 1r.Y a-A q. ., # 1 3-t ` IV Ir .! r t. '?,Y -�,Y ♦• • r� a f�• , Zk �-- A� 1 , j ,, �'J1�rI at � � ��e� J. r t � y.tw �, •J �t. t♦. _,� �•k� s� _ - � � `..I{^ ya. .~ R �y5i„r' '".r.- AIt I y •i� M"r•� �. r � tiY- �� 1Fj�.[ ,.�"' � .A ea r�Y ? "Y � -,� _ "1t a�` r, yy ♦ +` a ,�_ ;r 4s: ry.l•.. f.'� ..` .r LK �T k 1 r-a - _.-. __ -. r - __--6Mweaaraat�araw ■wv.aa.w.• R L Gerald Muller—43 Bayberry Lane, P.O. Box 1929, Cotuit, MA 02635 508-420-5039 Gerald.MuIler(a4comcast.net 4.91 kW solar pv roof mount system. Using: 15—Sunpower E20/327's & 1 SMA inverter SB5000TL-US Roof Pitch—24 degrees Wind Speed— 115 mph Azimuth— 187 degrees Snow Load—25psf O .may ene oonBa�Ba 11romw1wn. REVISIONS: P� of - BY ECN 11 Blue Sabnlum SSolar. Is p r,LlC ohlMteA' NO. DATE 34'-811 14'-1111 RESIDENTIAL SOLAR PV INSTALLATION: GERALD MULLER 43 BAYBERRY LANE COTUIT, MA 02635 25'-611 ROOF PITCH =24 DEG AZIMUTH = 187 DEG MODULES: PIPES NEED TO BE SUNPOWER SPR-327NE-WHT-D RELOCATED 15 MODULES x 327W=4.905 KW INVERTER: 1 X SMA SB5000TL-US EST. SYSTEM PROD. 6,088 kWHNR(PV SIM 6% SHADE) COTUIT, MA p BLUE SELENIUM SOLAR, LLC WIND SPEED= 115 MPH ® 17 JAN SEBASTIAN DRIVE,SUITE 12,SANDWICH,MA 02533 SNOW LOAD=25 PSF PHONE(503)3&95M.WWW.BLUESEL.COM AVE HIGH =26 DEG C DRAWN BY:AW DATE:1243313 SCALE:WA SHEET:I OF BORDER:C REC LOW=-22 DEG C NAME: DWG NUMBED-qEV MULLER-43 BAYBERRY LANE 01358-00 i . 13 AK TR.A-MACE® ROOF ACCESSORY SYSTEMS SOLAR MOUNTING SYSTEMS e8 5/16' ; N f7 21/2" 3" 1.57' 1" 3/4' O O E� �O "Dimensions shown are in inches unless otherwise noted TECHNICAL — • Material 6063 T66 Aluminium Finishes Mill finish Allowable Load(Ibs) Uplift:400 Downforce:400 Shear:180 Companion Parts Simpson SIDS 1/4"Fastener;L=3.5",4.5",6"(SDS25312-SS,SDS25412,SDS25600) Standard Roof Mount Flashing(77000501) Socket Head Cap Screw M8 x VAR(15100018,19,20,21,22,23,38,58) Clamping Plate(72201701) Clamping Plate Adjustable(74022601) Compatible Mounting Rails All TRA-MAGE SunFIXINGS rails(2245,40x40,4040)as well as other major brands Warranty 10 Years(See warranty documentation for conditions) I TRA-MAGE, INC. 1657 SOUTH 580 EAST,AMERICAN FORK, UT, 84003 OTRA-MAGE,Inc.,2011 PH: (800)606-8980 1 sun.tra-mage.com i Friday,June 01,2012 Snapi,�` ,�r c - O C m II D SnapNrack 775 Fiero Lane,Suite 200 San Luis Obispo,CA 93401 c h e e I Series 100 Roof Mount Summary Letter To Whom It May Concern, Structural This letter is to clarify that we have performed calculations for the 100 series roof mount PV system based on the information provided by SnapNrack. Included with this letter is the report and calculations. The calculations were done in accordance with the 2009 IBC, ASCE 7-05, 2005 NDS, and guidelines En g I D e e r stated in the Solar America Board for Codes and Standards. For some of the components the SnapNrack test data was used to determine Fair Oaks,CA 95628 Sunrise Blvd. capacityand section properties of materials. The test data was collected using Far (916)536-9585 the procedures outlined in the 2009 IBC Chapter 17. (916)536-0260(fax) 1989-2012 The calculations were performed for the following wind, seismic,and snow load 23 years of excellence combinations and building parameters. • ASCE 7-05 wind speeds from 85 mph to 150 for B and C exposure categories • ASCE 7-05 Seismic Design Category E • ASCE 7-05 Snow Loads up to 120 psf ground snow Norman Scheel,S.P. • Buildings with mean roof heights up to 60 foot tilt angles /roof pitches LEED AP BD+C from 0 degrees to 60 degrees. LEER AP Homes Fellow—SEAOC Fclow-ASCE In our system p opinion the mountingstem as outlined in the Sna Nrack Series 100 PV E-mail:nom(1nsw.rnm Mounting System Code Compliant Installation Manual 2012 is acceptable and Rob Coon meets the loading requirements as stated above. See report and calculations E-mail:General Manager ubcwn included with this letter E- ail:rohamnnnssrcam Steve Smith P.E. If there'are any further questions,please contact Norm Scheel. Project Monager E-mail:sicvesmiUddmsse.cnm Steven Cooksey CAD Supervisor E-mail:steveOwnsse.mm O Jackie Office Norman Scheel PE, SE a ZN of ss�cyG E-mail:jackicnnue_cum LEER-AP BD+C,LEED-AP Homes Fellow SEAOC 1RUCFURAL Fellow A.S.C.E. Na36W C ,yB�`m,eTEa 4;��� �'�IUAL EA6� i Series 100 SnapNrack- Structural Report and Calculations PV Mounting yste Structural Report and Calculations Series 100 Roof Mount For SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Prepared By Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 April 26, 2012 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 2 i I Series 100 SnapNrack Structural Report and Calculations P PV Mounting Systerm Introduction This summary letter is in reference to the Structural Calculation Packet for the SnapNrack Series 100 Mounting System, dated 4/12/2012. The calculations have been performed in accordance with the 2009 International Building Code (IBC). The racking system has been designed to withstand code-prescribed forces due to the racking system's own weight, the weight of the solar panels, snow loads, and wind forces and seismic forces. Rail Spans The main Rail (standard rails) support the PV panels. They are supported by standoff hardware which attaches them to the roof structure at the following center spacing's; 8'- 01, 6'-0",4'-0"or 2'-0". The rail spans are determined based on wind exposure, building height, tilt angle, and snow loading. See tables IA, 1B, 1C, and 1D for rail spans based on mean roof heights up to 30 ft. For mean roof heights between 31 ft and 60 ft see tables 1 E, IF, 1 G, and 1 H in this summary report. Table IA Rail Spans for Roof Slopes and Tilt Angles V to 190(Mean Roof Height Oft to 30fl) P Wind Load s 85 90 95 100 105. 110 115 1 120 125 1 130 135 140 145 I50 0 8 8 8 6 6 6 6 6 6 4 4 4 4 4 10 8 8 8 6 6 6 6 6 6 4 4 4 4 4 G 20 6 6 1 6 6 6 6 6 6 6 4 1 4 4 4 1 4 30 6 6 6 1 6 6 1 6 6 6 1 6 4 1 4 4 4 4 c 40 4 4 4 1 4 4 1 4 4 4 4 4 1 4 4 4 4 c En 50 4 4 4 4 4 4 4 4 4 4 4 4 4 4 v c 60 4 4 4 4 4 4 4 4 4 4 4 4 4 4 L C7 70 4 4 1 4 4 4 4 4 1 4 4 4 4 4 4 4 80 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 100 2 2 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 120 1 2 2 2 2 1 2 1 2 2 2 1 2 2 2 2 1 2 2 i NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 4 i Table 18 Rail Spans for Roof Slopes and Tilt Angles 20°to 30°(Mean Roof Height Oft to 3011) Pg Wind Load 85 90 95 100 105 110� ,115 120 125 130 135 140 145 150 0 8 8 8 8 8 8 8 8 6 6 6 6 6 6 N 10 g g 8 8 8 8 8 8 6 6 6 6 6 6 a 20 6 6 6 6 6 6 6 6 6 6 6 6 6 6 0 30- 6 6 6 6 6 6 ;�6_. 6 6 6 6 6 6 6 3 40 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 to 50 4 4 4 4 4 4 4 4 4 4 4 4 4 4 60 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 70 4 4 4 4 4 4 4 4 4 4 4 4 4 4 80 4 4 4 4 4 4 4 4 4 4 4 4 4 4 100 2 2 2 2 2 2 2 2 2 2 2 2 2 2 120 2 2 2 1 2 1 2 2 2 2 2 2 1 2 2 2 2 Table IC Rail Spans for Roof Slopes and Tilt Angles 310 to 45°(Mean Roof Height OR to 30ft) Wind Load Pe 85 90 95 !00 105 110 115 120 125 130 135 140 145 150 0 8 8 8 8 8 8 8 8 8 6 6 6 6 6 N 10 8 8 8 8 8 8 8 8 8 6 6 6 6 6 20 1 6 6 6 6 6 6 6 6 6 6 6 6 6 6 30 6 6 6 6 6 6 6 6 1 6 6 6 6 6 6 c 40 4 4 4 4 4 4 4 4 1 4 4 4 1 4 4 4 50 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 60 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 t7 70 4 4 4 4 4 4 4 4 4 4 4 4 4 4 80 4 4 4 4 4 4 4 4 4 4 4 4 4 4 t00 2 2 2 2 2 2 2 2 2 2 2 2 2 2 120 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N SSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page 5 I i t i 3/18/2011 SDS&SD Wood Screws " wvwv.strongtie.com c' SDS & SD Wood Screws The Simpson Strong-Tie® Strong-Drive® screw(SDS) is a 1/4" diameter structural wood screw ideal for various connector installations as well as wood-to-wood applications. It installs with no predrilling and has been extensively tested in various applications. The new SDS is improved with a patented easy driving 4CUTTm tip and r a corrosion resistant double-barrier coating. { The SD8#8x1 1/4"wafer head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep#2 Phillips drive reduces cam-out and stripping. Load Tables Gallery of images Also see: Code Reports Draw ings • Strong-Drive®SD Structural-Connector Screw Catalog Page . SDW Strong-Drive® Structural Wood Screw Related Categories . Titen®Concrete and Masonry Screw Technical Bulletins Fliers SDS Features: Featured Literature Help for dow nloads The patented 4CUT tip has a square core and serrated threads to reduce installation torque and make driving easier with no predrilling and minimal wood splitting. . A double-barrier coating finish provides corrosion resistance equivalent to hot-dip galvanization. Now one screw can handle interior, exterior and certain pressure-treated wood applications. See Corrosion Information. . 3/8" hex washer head is stamped with the No-Equal sign and fastener length for easy indentification after installation. Suitable for ledgers:The SDS is suitable for installing ledgers to meet the requirements of the building codes. Please contact Simpson Strong-Tie for spacing and other information. Material: Heat-treated carbon steel; Type-316 stainless steel STAINLESS STEEL:The SDS Strong-Drive 1/4"wood screw line has expanded to include stainless-steel SDS screws in 1 1/2"to 3 1/2"lengths,suitable for fastening Simpson Strong-Tie stainless-steel products.Offering the same easy-driving,split- reducing installation of the standard SDS screw,these screws are made from type 316 stainless steel.The new stainless-steel SDS screws are appropriate for higher- exposure environments w here maximum corrosion-resistance is required. Finish: SDS -New double-barrier coating. SDS screws may also be available yellow zinc dichromate or HDG (Not all sizes are available in all coatings -Contact Simpson Strong-Tie for product availability and ordering information). SD8x1.25- Electro Galvanized. WARNING:Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments.Accordingly,the SD8 should be used in dry, interior,and noncorrosive environments only. Installation: . Strong-Drive Screw Installation for LVL, PSL and LSL • Multi-Ply Wood Trusses Applications: Two-Ply 4X2 Floor Trusses • Multi-Ply Wood Trusses Applications: Girder Trusses strongtie.com/products/.../screws.asp 1/4 i 3/18/2011 SDS&SD Wood Screws Also see Simpson Strong-Tie Connector Selector®software. rt Gallery: .top 4t! roll over images below to see larger image I — 1 S3 SDS1/4"x3" Identification The 4CUTtip SD8x1.25 US Patents on all SDS reduces (Not for 6,109,850; screw heads installation structural 5,897,280; (SDS1/4"x3" torque and applications- a►n 7,101,133 show n) makes driving see note 8) easier. SDS 1/4"x8"Screw The SDS is suitable for installing ledgers and meets the requirements of the building codes.Please contact Simpson Strong-Tie for spacing and other information. Load Table: See code report listings below .top - These products are available with additional corrosion protection.Additional products on this page may also be available w ith this option,check w ith Simpson Strong-Tie for details. SDS and SD Wood Screws OF/SP Allowable loads' SPF/HF Allowable Loads' Size Model Thread Fasteners Shear66), withdrawal' Shear(100) Withdrawal'- Size No.o Length per , Wood Side Plate' Steel Side Plate 1100) Wood Side Plate'l Steel Side Plate (100) (in.) Carton tY�« 14 ga 8 10 ga or Wood or Steel SPF lVl .w12 ga 10 ga or wood or Steel 1%* SU 16ga 12ga Greater Side Plate i1S" 16 a Greater Side Plate x 1v. 08x1.254 f — - — — 50 50 1 50 1 — — 1 45 45 45 y.x 1% SOS25112 I 1 F 1 000 — — 250 250 250 170 — 180 180 I80 120 �b %x 2 1 SDS252001 1'G ( 1300 — 12501, 290 2 00 215 — — 186 210 210 150 '/I x 2'A I SDS25212. a'k 1100 190 — 250,1 390.1 420 255 135 — 180 280 300 180 �& %x 3 I SDS253001 2 280 — 2501 420 1 420 .1 345 200 — 180 300 300 240 LSDS25312 t 21A 900 340 ( 340 2501 420 1 420 385 245 245 160 300 300 270 >�_® i x 4's SDS25412 21/, 800 350 340 250.1 .420 1 420 �, 475 250 245 ( 180 300 300 330 .j Y.x5 St}S2a500 2-Y, 500 350 340 250( 420 420 � 475 250 � 245 �180 � 300 300 330 Y.x 6 SDS25600 3 600 350 3a0 250 a20 420 560 250 245 180 300 300 395 SM5800 N 400 350 340 1,2501 *0 1. 420 J. 560 250 245 180 300' ( 300 395, r Stainless-Steel SDS Wood Screws strongtie.com/products/.../screws.asp 2/4 i SUN POWER SOLAR P. 20% EFFICIENCY SunPower E20 panels are the highest E ' efficiency panels on the market today, SERIES providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's unique Maxeon'"cell THE WORLD'S STANDARD FOR SOLAR TM technology and advanced module SunPower"E20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability performance. Powered by SunPower MaxeonTA4 cell technology, the E20 series provides panel conversion efficiencies of up to 20.1%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 15% +' 10% -- Vs 5% THIN FILM CONVENTIONAL MAXEONT"° CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented all-back-contact solor cell, providing the industry's highest O efficiency and reliability C US S U N POWE R E20/327 SOLAR PANEL MODEL: SPR-327NE-WHT-D ELECTRICAL DATA IN CURVE Measured at Standard Test Conddions[STCI:irredianoe of 1 ODOW/ms,AM 1.5,ord cell temperature 250 C 7 Peak Power(+5/-3a/o) Pmox 327 W 6 toww/ap Cell Efficiency rI 22.5% _ 5 Panel Efficiency ry µ.. 20.1 % 800w/m2 _. 4 Rated Voltage VmPP 54.7 V t 3 Rated Current ImPp 5.98 A v 2 SW W/m2 Open Circuit Voltage Voc _ 64.9 V 1 200W/m2 Short Circuit Current Isc 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 40 50 60 70 voltage(V) Temperature Coefficients Power(P) 0 38%/K Current/voltage characteristics with dependence on irradiance and module temperature. Voltage(Voc) -176.6mV/K Current(Isc) 3.5mA/K _. TESTED OPERATING CONDITIONS NOCT 45e C+/-2a C; -- _ - - .-- Temperature -40'F to+1 BY F(-40'C to+851 C) Series Fuse Rating 20 A Grounding Positive grounding not required Max load 113 psf 550 kg/m2(5400 Pa),front(e.g.snow) w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2(2400 Pa)front and back (e.g.wind) Solar Cells 96 SunPower Maxeon'm cells Front Glass High-transmission tempered glass with Impact Resistance Hail:(25 mm)at 51 mph(23 m/s) anti-reflective AR coatin Junction Box IP-65 rated with 3 bypass diodes —- -- - Dimensions:32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables/Multi-Contact(MC4)connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weight 41.0 Ibs(18.6 kg) Certifications Tested to UL 1703.Class C Fire Rating DIMENSIONS �_.._..• MN (A1- 2X 06.6 MOUNTING6 0LES._. .-IBI-GROUNDING HOLES --30[1.181..._- 2%577(22.701_. -- 2180[7.07J 1 [ ] 71 �M2(12.691 — 4X 230.8[9.091 I' a f IBl o< BOl<H o END N$ I r II I I �- �— 1559[61.39J -••I 46[I.81J --I �— [AI �915[36.021 �{ ' 1200[4Z2dJ -i 12(.471 ---� 1535160.451 YYM Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. ®2011 SunPower Corporation.SUNPOwK the SunPower Logo,and THE WORID'S STANDARD FOR SOW,and MA)EON ate ta&mo&or registered nodemadu s u n p owe rc o r p.c o m of SunPower Corporation In the US and other countries as well.All Rights Reserved.5pcihcatiom included in this datosheei are wbied to change withoul notice. Document BM001-65484 RevB/DR_EN CS t 1 316 i https71mapsgoogle.com,�------ - ------ -- ---- -- ---- — - — -----„- p - 8 `. ,7 ` y�43 Bayberry lane.C... x l I File Edit View Favorites Tools Help y�, �` ,�•, ,�+ �y x Ij bing •v tl ® 9oo9iemaps ' L1 7 I" -rot in 4G� -A1.0 ... Fjl EnerBank USA Inbox ej Massachusetts MuniHEIPS- 13 nrel PVWatts-PVWatts Gr.- 0.nstar Interconnection Sim... t1,PowerClerk Sign-in®Google(2) 'Massachusetts Departmen.. 0 r j ® - 0!1 Page- Safety- Tools Google 43 Bayberry lane,Cotud,MA 02635 Q 10, Map Tmffic J `" �•' a s G i ` rViCiA" - y �.,.lisr11M 11 ie �y it • 1'{ it.. l t' 4 Ia L Z� MSS'#,yy�� 4; ��;, '•'` „� `'.� •,},.• n r"a".°fit'` �� � - — i �. I"—=--I " '� _ .. S � 'r•�; 1. ; ',�'� LT � �Y . �.f .F. � r w,eZ,�. ��• • Y - '. Wrtaaaya �w,anww rt A *.100% 1 r is Gerald Muller—43 Bayberry Lane, P.O. Box 1929, Cotuit,MA 02635 508-420-5039 Gera ld.Mu I ler(a-)com cast.net 4.91 kW solar pv roof mount system. Using: 15—Sunpower E20/327's & 1 SMA inverter SB5000TL-US Roof Pitch—24 degrees Wind Speed— 115 mph Azimuth— 187 degrees Snow Load—25psf I j r .1 l r, Obdo—wldmd�corm of REVISIONS: no Selenium S.W.11L'is INO.1 DATE IBYI ECN p 34'-8" 27'-10" P 10'-411 14'-11" P O 0 RESIDENTIAL SOLAR PV INSTALLATION: GERALD MULLER 43 BAYBERRY LANE COTUIT, MA 02635 25'-6" ROOF PITCH=24 DEG I AZIMUTH = 187 DEG MODULES: SUNPOWER SPR-327NE-WHT-D 15 MODULES x 327W=4.905 KW INVERTER: 1 X SMA SB5000TL-US d SA. Gd► CY EST. SYSTEM PROD. 5 6,088 kWH/YR(PV SIM 6%SHADE) •o COTUIT, MA James A. Clancy, PE Fq T BLUE SELENIUM SOLAR, LLC WIND SPEED= 115 MPH 601 Asbury Avenue psis' 17 JAN 3EBA9TIAN DRIVE,SUITE 12,SANDWICH,MA 02583 SNOW LOAD=25 PSF PHONE(508)833-9500,WWW.BLUESELCOM AVE HIGH=26 DEG C National Park, NJ 08063 REC LOW=-22 DEG C Massachusetts PE Lic #46775 DRAWN BY:AK DATE:02-1113 SCALE:WA SHEET:10F3 BORDER C NAME: DWG NUMBER•REV MULLER-43 BAYBERRY LANE 01358-02 and Oa,Rdadlal Yda"°Ba"• REVISIONS: o� `rm`vn�ue Ma aavad of Mue Salmon Sohn.LLC Is pWdbRad' NO. DATE IBYI ECN# 34'-8" I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ir4-- FMqI I I I IFqI I I 1 I 1 I I I I I I F11 I I I I I I I 1 11 1 ► 1 1 14'-1111 I I I 1 I I I I I1 I I I 1 I I1 1 1 I I I I I I I I I I I I I 1 1 1 1 1 1 1 _ I I I I d I I I I 101 1 1 1 1 1 10 1 1 1 1 I I I 1 I I I I I I I I I I I I I I I I RESIDENTIAL SOLAR I I I I I I I I I I I I I I I I I I I I PV INSTALLATION: GERALD MULLER 43 BAYBERRY LANE ~� 16" COTUIT, MA 02635 ROOF PITCH=24 DEG 25'-6" AZIMUTH= 187 DEG SECTION AN MODULES: SUNPOWER SPR-327NE-WHT-D 15 MODULES x 327W=4.905 KW INVERTER:1 X SMA SB5000TL-US J o�� S A CMG . . EST. SYSTEM PROD. C Y 6,088 kWH/YR(PV SIM 6%SHADE) 00 COTUIT, MA WIND SPEED= 115 MPH James A. Clancy, PE �b 4 T � BLUE SELENIUM SOLAR, LLC 601 Asbury Avenue 17 JAN SEBASTIAN DRIVE,SURE 12,SANDWICH,MA 02563 SNOW LOAD=25 PSF I �� ® PHONE(50B)033.8500,"WW.BLUESEL.COM AVE HIGH=26 DEG C National Park, NJ 08063 DRAWN BY:AK DATE:02-13.13 SCALE:NIA SHEET:20F 3 BORDER:C REC LOW=-22 DEG C Massachusetts PE Lic#46775 NAME: DWG NUMBER-REV MULLER-43 BAYBERRY LANE 01358-02 �MW ConfAwdw am. REVISIONS: anw a prior oammt a BI1r SdU11Y.9dm,LLC h plo mwe INO.1 DATE ISYI ECN p OLAR PANELS Installer to provide 2x6 Collar Ties on each unbraced rafter at 1/3 span down from ridge. 14'-10" � RESIDENTIAL SOLAR 1 X 4 COLLAR TIES 24" I PHOTOVOLTAIC INSTALLATION: 64"O.C. GERALD MULLER 43 BAYBERRY LANE 2 X 6 RAFTERS COTUIT, MA 02635 16"O.C. PANEL AND MOUNTING INFORMATION: ROOF TILT:24 DEG AZIMUTH- 187 DEG RAFTERS: 12'-5.5" RAFTERS:2 x 6, 16"OC,SPAN=12 FT 5.5 IN MODULES: SECTION AA' SUNPOWER SPR-327NE+WHT 15 MODULES x 327W=4.905 KW *CROSS SECTION AS INDICATED ON SHEET 2 OF 3 RACK/RAILS: SUNPOWER SOLARMOUNT (UNIRAC SOLARMOUNT)OR EQUIVALENT 162"X 6 PCs 122"X 3 PCs FLASHING: PV QUICK MOUNT W/5/16"x 3-1/2"SS LAG �H FIB OR EQUIVALENT NOTES: J S A. N 4 FT. MAX SPACING BETWEEN"L-BRACKETS" CY ALL BRACKETS ARE SECURED TO ROOF RAFTE rJ c� COTUIT,MA 'o WIND SPEED=115 MPH James A. Clancy, PE �b 4 T BLUE SELENIUM SOLAR, LLC SNOW LOAD=25 PSF 17 JAN SEBASTIAN DRIVE,SUITE 12,SANDWICH,MA 02503 601 Asbury Avenue / ' 0 ® PHONE(500)33.9500,WWW.BLUESEI-COM AVE HIGH =26 DEG C National Park NJ 08063 REC LOW=-22 DEG C DRAWN BY:AK DATE:.11113 SCALE:WA SHEET:30F3 BORDER C Massachusetts PE Lic#46775 NAME: DWO NUMBER REV MULLER-43 BAYBERRY LANE 01358-02 �w �^• REVISIONS: ewe Sdwju.Sdm,LLC b piwwwe I NO.1 DATE I BY I ECN# 34'-8" 27'-10" 10'-4" 14'-11" 0 0 RESIDENTIAL SOLAR PV INSTALLATION: GERALD MULLER 43 BAYBERRY LANE COTUIT, MA 02635 25'-6" ROOF PITCH=24 DEG AZIMUTH= 187 DEG MODULES: SUNPOWER SPR-327NE-WHT-D 15 MODULES x 327W=4.905 KW �H IF INVERTER: 1 X SMA SB5000TL-US d S A. i EST. SYSTEM PROD. �Y -+ 6,088 kWH/YR(PV SIM 6%SHADE) O � � COTUIT, MA James A. Clancy, PE Fq T o BLUE SELENIUM SOLAR, LLC WIND SPEED= 115 MPH 601 Asbury Avenue s A ® ' 17 JAN SEBASTIAN DRIVE,SUITE 12.SANDWICH.MA 02563 SNOW LOAD=25 PSF PHONE(508)833.85 ,WWW.BLUESEL.COM AVE HIGH=26 DEG C National Park, NJ 08063 00 REC LOW=-22 DEG C Massachusetts PE Lic #46775 DRAWN BY:AK DATE:02-1313 SCALE:N/A SHEET:10F3 80R NAME: DWG NUMBER-REV MULLER-43 BAYBERRY LANE 01358-02 r vftpfttwy mw Owfidm mrmnoBa. .Howe PW REVISIONS: BJw SMmBm Soler,LL.0 to P wvte' INO.1 DATE IBYI ECN# 34'-8" IM 77. 1 t I I I I I I I I I I I I I I I I I I I I I j i I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I IM 1I I M 1 1 I I 1 I I I I I I I IFFI I I 1 1 1 1 14'-11" I I 1 I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I i I 1 1 0 1 I 1 1 1 1 Io I I I I I I I I I I I I I I I I I I I I RESIDENTIAL SOLARLj PV INSTALLATION: GERALD MULLER 43 BAYBERRY LANE 1611 COTUIT, MA 02635 ROOF PITCH=24 DEG 25-611 AZIMUTH = 187 DEG SECTION AA' MODULES: SUNPOWER SPR-327NE-WHT-D 15 MODULES x 327W=4.905 KW �� �H F �°ti INVERTER: 1 X SMA SB5000TL-US O J S A. t�1� EST. SYSTEM PROD. CY M 6,088 kWH/YR(PV SIM 6%SHADE) 0 75 COTUIT, MA James A. Clancy, PE ��F4 z � BLUE SELENIUM SOLAR, LLC WIND SPEED= 115 MPH 601 Asbury Avenue use Q�� ® 17 JAN SEBASTIAN DRIVE.SUITE 12.SANDWICH,MA 02563 SNOW LOAD=25 PSF PHONE(508)833-8500,WWW.BLUESELCOM AVE HIGH =26 DEG C National Park, NJ 08063 p DRAWN BY:AK DATE:02.1317 SCALE:N/A SHEET:2 OF 3 80RDER C REC LOW=-22 DEG C Massachusetts PE Lic#46775 NAME: DWGNUMBER-REV MULLER-43 BAYBERRY LANE 01358-02 and O hft wb.o�saa of REVISIONS: Btu Sdnbm S"Im,11L'b P*Ofbd' - NO. DATE IBYI ECN# OLAR PANELS Installer to provide 2x6 Collar Ties on each unbraced rafter at 1/3 span down from ridge. 14'-10" RESIDENTIAL SOLAR 1 X 4 COLLAR TIES 240 PHOTOVOLTAIC INSTALLATION: 64"O.C. GERALD MULLER 43 BAYBERRY LANE 2 X 6 RAFTERS COTUIT, MA 02635 16"O.C. PANEL AND MOUNTING INFORMATION: ROOF TILT:24 DEG AZIMUTH- 187 DEG SPAN 12'-5.5" RAFTERS:2 x 6, 16"OC,SPAN= 12 FT 5.5 IN MODULES: SECTION AN SUNPOWER SPR-327NE+WHT 15 MODULES x 327W=4.905 KW 'CROSS SECTION AS INDICATED ON SHEET 2 OF 3 RACK/RAILS: SUNPOWER SOLARMOUNT (UNIRAC SOLARMOUNT)OR EQUIVALENT 162"X 6 PCs 122"X 3 PCs FLASHING: PV QUICK MOUNT W/5/16"x 3-1/2"SS LAG .`w F1,, OR EQUIVALENT NOTES: O J S A. cGP► 4 FT. MAX SPACING BETWEEN"L-BRACKETS" CY ALL BRACKETS ARE SECURED TO ROOF FRAFTEF 55 Ca COTUIT,MA WIND SPEED= 115 MPH James A. Clancy, PE �7 Fq T BLUE SELENIUM SOLAR, LLC SNOW LOAD=25PSF 601 Asbury Avenue s ® 17JlWBEBAET AN 508)RIVE,S,WWW.BlUE ICH,MA02583 AVE HIGH =26 DEG C PHONE(508)B33.9500,WNVW.BLUESELCOM REC LOW=-22 DEG C National Park, NJ 08063 DRAWN BY:AK DATE:02.13.13 SCALE:WA SHEET:3 OF BORDER:C Massachusetts PE Lic #46775 1 NAME: DWG NUMBER-REV MULLER-43 BAYBERRY LANE 01358-02 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION "parcel Application#. 6o..9'96 Health Division Conservation Division Ak Permit# Tax Collector Date Issued PO Treasurer Application Feed Planning Dept. Permit Fee _ Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis r Project Street Address Village Owner 61elU' /d- PA_0 ",9 Wi'I�py Address P. 69, Telephone k D� �1©7, U 9�a �G�/� U 8— 3Z �I ��z�F. Permit Request hil temew,&! Lis y�lora ih2 aOfod�+ , Sa!l /''oa Gr4�if:o�. 0 40 Sao aAZA) 1&W4&u` o 1, rWM U�'S�7L-S 3} E1cP�n�:`ii' o n C— o.n 5'P6.lT C-NFRY 1'"Fl Bserrte�� Square feet: 1 st floor:existing proposed_ 0�9 2nd floor:existing PI proposed —�r �Total new T Zoning District Flood Plain Groundwater Overlay Project Valuation ` g.,OOv Construction Type Wtr>dd �'.,,P1y (f Lot Size -nC01� Sf Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ,O�Jo On Old King's Hig way: EM q�]:No co Ty Basement Type: ❑Full ❑Crawl 1 Walkout ❑Other _.4 Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) � y Number of Baths: Full:existing new Half:existing n Number of Bedrooms: existing new `•A ar TT Total Room Count(not including baths):existing new�_ First Floor Room lount Heat Type and Fuel:/Was ❑Oil ❑ Electric ❑Other Central Air: $1_Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes *,No Detached garage:,*xisting ❑new size : /fool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Cl existing ❑new size Shed:1l•existing ❑new size bX/b Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# _Current-Use Proposed Use BUILDER INFORMATION Name GcGI ahl Telephone Number—d 9— S2 f (L/Addess 'Aira-Aep� hwe License# i�i� Home Improvement Contractor# Worker's Compensation# CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO NATURE %' DA f FOR OFFICIAL USE ONLY PERMIT NO. ; DATE ISSUED , MAP/PARCEL NO. ` ADDRESSi VILLAGE OWNER i DATE OF INSPECTION: FOUNDATIONSfWs FRAME ' / •i INSULATION /dlS d��a FIREPLACE a. ELECTRICAL: ROUGH FINAL p i PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING ISM S� i 3' p DATE CLOSED OUT , ASSOCIATION PLAN NO. I r Town of Barnstable Regulatory Services Thomas F.Geiler,Director HAM °.E;; ;►`e Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �''l c.GLLy�I�— Map/Parcel: ( / 3 ? Project Address & & fi? 1-4J Builder: The following items were noted on reviewing: /3ojrd op�, cz ojac-Aj`/jU �o q q,, p Rio uE �E =EZ-00?-� VD ,y !:heH ( ,Pe ,7 -7*6 C-W i� 10 10, Reviewed by: v%2 C Date: .. Q:Fonns:Plnrvw BO1SE- Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BC CALQ®9.3 Design Report- US 2 spans I No cantilevers 1 0/12 slope Monday, October 16, 2006 08:31 Build 057 r File Name: BC CALC Project Job Name: Muller Description: RB01 Address: 43 Bayberry Lane Specifier: City, State, Zip: Cotuit, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: edge beam supporting ridge 12 a i 2 08-00-00 AL 08-00-00 B0 B1 B2 LL 75 Ibs LL 250 Ibs LL 75 Ibs DL 154 Ibs DL 1940 Ibs DL 154 Ibs SL 75 Ibs SL 2075 Ibs SL 75 Ibs Total of Horizontal Design Spans=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area (psf) Left 00-00-00 16-00-00 15 25 01-00-00 2 Trapezoidal (plf) Left 00-00-00 25 15 n/a 08-00-00 25 75 n/a 3 Trapezoidal (plf) Left 08-00-00 25 75 n/a 16-00-00 25 15 n/a 4 ridge Conc. Pt. (Ibs) Left 08-00-00 08-00-00 1202 1825 n/a Controls Summary Value %,Allowable Duration Load Case Span Location Disclosure Pos. Moment 496 ft-Ibs 8.7% 115% 2 2- Internal Completeness and accuracy of input must Neg. Moment -939 ft-Ibs 16.4% 115% 2 1 -Right be verified by anyone who would rely on End Shear 258 Ibs 6.1% 115% 2 1 -Left output as evidence of suitability for Cont. Shear 533 Ibs 12.7% 115% 2 1 -Right particular application.Output here based Total Load Defl. U2058 (0.047") 8.7% 2 2 on building code-accepted design Live Load Defl. U4860 . 4.9% 2 1 properties and analysis methods. 002" ( ) Installation of BOISE engineered wood Total Neg. Defl -0.001" 0.1% 194 1 products must be in accordance with Max Defl. 0.047" 4.7% 2 2 current Installation Guide and applicable Span/Depth 17.5 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum (U180)Total load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, - Design meets Code minimum (U240) Live load deflection criteria. ALLJOISTO,BC RIM BOARDTM BCI®, Design meets arbitrary (1") Maximum load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEMS,VERSA-LAM®,VERSA-RIMPLUS®,VERSA-RIM®, Minimum bearing length for 61 is 3". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing + L.L.C. 1/2 intermediate bearing Member Slope= 0, consider drainage. Page 1 of 2 E*iSE_ Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamXFB02 BC CALCO 9.3 Design Repott-US 1 span No cantilevers 10112 slope Wednesday, October 04,2006 15:46 Build 047' File Name: BC CALC Project Job Name: Muller Description: FB02 Address: 43 bayberry Lane Specifier: 'City, State, Zip: Cotult, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: deck edge beam I I 1 121 ! I I I I I a I l i i I I I I I I I 31 I1 i 12-03-00 LL 3614 Ibs LL 3614 Ibs DL 2638 Ibs DL 2638 Ibs SL 1225 Ibs SL 1225 Ibs Total of Horizontal Design Spans=12-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 12-03-00 40 15 08-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 12-03-00 80 n/a 3 deck Unf. Area(psf) Left 00-00-00 12-03-00 60 20 04-06-00 4 roof Unf. Area(psf) Left 00-00-00 12-03-00 15 25 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 22897 ft-lbs 45.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 5963 Ibs 37.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U571 (0.258") 42.1% 2 1 output as evidence of suitability for particular Live Load Defl. U882(0.167") 40.8% 2 1 application.Output here based on building Max Defl. 0.258" 25.8% 2 1 code-accepted design properties and Span/Depth 10.5 n/a 1 analysis methods.Installation of BOISE p p engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum (U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALGO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-7/8". ALLJOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-7/8". BOISE GLULAMTM SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, . VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram r�1 b d a o � 0 c • 1 • e 0 0 0 a minimum=2" c= 10" b minimum=3" d = 12" .e minimum=3" Page 1 of 1 Egoism- Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 31WSP Roof Beam\R1301 BC CALC®9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday, October 04,200615:40 Build 047' File Name: BC CALC Project Job Name: Muller Description: RB01 Address: 43 bayberry Lane Specifier: City, State, Zip: Cotuit, Ma Designer. Customer: Company: Code reports: ESR-1040 Misc: roof edge beam 1__10 12 -'ytY;,e Y/,•-Fx r• s �.rs"l 4 tk�^k 't's,*""'Cr�F@' �.i:� :, i°' 4, pe t• ,a,"+it ,�s f +F`.';;x fs. ' 'k 3 ,F'i'` rS+A�+ w w' w.4aYr ,'. v -r.r A " •(..x .>S'•. :w % x'.P iNr rri 4 1. .? *;si C •.`� . c r r r's,u. s� ",!`n y'..x`. ,. }yy..i�r�v, :i;rd 08-00-00 DL 509 Ibs DL 509 Ibs SL 800 Ibs SL 800 Ibs Total of Horizontal Design Spans=08-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 08-00-00 15 25 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2617 ft-lbs 27.2% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 1087 Ibs 19.6% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L 708(0.136") 25.4% 3 1 output as evidence of suitability for particular Live Load Defl. U1158(0.083") 20.7% 3 1 application.Output here based on building 0.136 13.6% 3 1 code-accepted design properties and Max Defl./Depth 0.13 n%a 1 analysis methods.Installation of BOISE San p p engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U180)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum (U240) Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,�AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD- BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing VER A-STRAND®,VERSA-STU DO are Member Slope=0, consider drainage. trademarks of Boise Wood Products,L.L.C. Connection Diagram ,+{b d a cc a minimum=2" c=3-1/4" b minimum =3" d = 12" Member has no side toads. Connectors are:16d Sinker Nails Page 1 of 1 BO14SE- Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BC CASE®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Monday, October 16, 2006 08:31 Build 057 File Name: BC CALC Project Job Name: Muller Description: RB01 Address: 43 Bayberry Lane Specifier: City, State, Zip: Cotuit, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: edge beam supporting ridge Connection Diagram Disclosure 1�b d— Completeness and accuracy of input must r be verified by anyone who would rely on a I I output as evidence of suitability for particular application.Output here based on building code-accepted design o 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= 1-1/2" (800)232-0788 before installation. b minimum= 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, AL JOISTCALC BC FRAMER R -,B ALLJOIST®,BC RIM BOARD BCI®, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 BC CALCO,9.3 Design Report-US 1 span No cantilevers)0/12 slope Wednesday, October 04,2006 15:43 Build 047 ' File Name: BC CALC Project Job Name: Muller Description: RB02 Address: 43 bayberry Lane Specifier: City, State, Zip: Cotuit, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: ridge beam �o 12 .:.,... c -. pr - n w .:..t -.7 s.�c •:,°A n'y ,s s,s ,,y...k+� ay:. -..-��.;Y� K•„'c• y ct�:•f ter E�:'37 '>;t +�,sr�gw•r�r'r�'^a�",.�4"' sJ,' >Yw�, t .. ' t .!ls ar „r -inky {j n -.,,. d•f,�'` ,t z, i ! t i c, x +ti, "''�r�c �a[ t f ;a 3.-F r a 'r,mot.a. 2•'� �,,. yc' �,^ h ,' +'r. hfi kx Y, ,w:apt' .4;;, 18-03-00 —BO R7 OL 1202 Ibs DL 1202 Ibs SL 1825 Ibs SL 1825 Ibs Total of Horizontal Design Spans=1843-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ret. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 18-03-00 15 25 08-00-00 Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos. Moment 13809 ft-lbs 56.4% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2674 Ibs 29.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U258(0.848") 69.7% 3 1 output as evidence of suitability for particular Live Load Defl. IJ429(0.511 ) 56.0% 3 1 application.Output here based on building Max Defl. 0.848" 84.8% 3 1 code-acoepted design properties and 1 analysis methods.Installation of BOISE Span/Depth 18.4 n/a engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Notes Design meets Code minimum U180 Total load deflection criteria. Installation Guide or ask questions,please g ( ) call(800)232-0788 before installation. Design meets Code minimum (U240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM Minimum bearing length for BO is 1-1/2". ALUOISTO,BC RIM BOARD- BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Member Slope=0, consider drainage. trademarks of Boise Wood Products,L.L.C. Connection Diagram ram{b d a cc •1 • a minimum=2" c=7-7/8" b minimum =3" d = 12" Member has no side toads. Connectors are:16d Sinker Nails Page 1 of 1 O =:"SIID7I�OOMS" aches State nildin Co e< . .SDI '' en TheMassachusetts State Building Code(780 CALM) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental .CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructinglinstalling a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions jo,an existing house (780.CMR, Appendix J, Section J1.1.23.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size, configuration,orientation,form bf construction or percent glazing,but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" strictures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that .a homeowner may wish to consider before actually constructing/installing a"sunroom".It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential-.energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading - • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/.seal durability and/or weather tightness of the sunroom • Adequate ventilation--Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.123.1,,requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes*"sunroom" additions to an..existing residential building. In accordance with this requirement,the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. laze� Signature of Actual Building Owner Date 6e^a/l /�u//e�' Age e Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: 4 3 A 6VR a Applicant Address: City/Town: CO.713zz Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days (HDD,,) from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE . ❑ Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate (HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: _ a. Gross Wall+Ceiling Area_11044 q.ft. b. Glazing Area' Zqg- sq.ft. c. Glazing%(100 x b_a) &6% KADDITION with Glazing % (c.) up to 40% may use 780 CMR Table 11.1.2.3.1 below: MAXIMUM U-value MIMMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter,De th 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft 1 Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition (greater than40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) Town of Barnstable P�DFTHE Tp��O Regulatory Services Thomas F.Geller,Director • BnRNSTABM MASS. 9q, i639. ,0� Building Division Torn Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 1 2DD4!:L JOB LOCATION: &V C)t1 iW4 number street village 'HONMwNER': el� v_cfd 1;0-2U-r17;y SOQ- 71a e-al f .name home phone# werkilione# CURRENT MAILING ADDRESS: Y- city/town state zip code .The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as . supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family'dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building'Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requir ents. igna re o omeowner Approval of Building Official PP g Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section.127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. .Q:forms:homeexempt 1 he commonwealtn of massacnusens Department of Industrial Accidents Office of Investigations ' ' d 600 Washington Street Boston,MA 02111 `,M �•'� www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): '6.pi^pl1/ . Address: 14, g-P ; City/State/Zip: -7/v 4 Oc'_ Phone #: 5--off - Are you an employer? Check the-appropriate box:. Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction- employees (full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet t ? Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3. ,I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers'. comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: 'e 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 their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: :Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'. compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as,well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct 'Sjg2jaature ZZ Dater /G/f�� 0 Phone#: e® 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#.: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,parmership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work-on such dwelling house Mon the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.'.' MGL chapter 152, §25C(6)also states that."every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required"' Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if. necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permitllicense number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give as a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . Department of Industrial.Accidents Office of Investigations 600 Washington Street Boston, MA 02 111. , Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition C'$5.0.00� Alterations/Renovations $50 00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET 1�W LIVING SPACE p�, 9 Z square feet x$96/sq.foot=d� �-7�J7 2 x .0041=. y > plus from below(if applicable-)`. �TERATIONS/RENOVATIONS OF EXISTING SPACE 13 square feet x$64/sq.foot x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq,ft.= x .0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$,30.00= (number) Dpck x$30.00= lJ (number) Fireplace/Chimney x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee e S Projcost Rev:063004 oft�E, Town of Barnstable Regulatory Services saaxsT,+MM ' Thomas F.Geiler,Director XASS. Building Division Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town..barnstable.ma.us )ffice: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMTROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along)nth other requirements. ^I�P G� Estimated Costd d %Type of Work: /4 d dl i U �2 P id�/' Address of Work:. r �r'� , Aj t^ Owner's Name: AR °4— 'ALP Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 Building not owner-occupied 5§Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Signature Registration No. p oDG OR Date Owner's 8ignature Q:wpfiles.forms:homeaffidav Rev: 060606 pfr1ME Town of Barnstable Regulatory ServicesBARNSTABM . ASS, Thomas F.Geiler,Director 1659. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 19, 2014 Gerald Muller 43 Bayberry Lane Cotuit, MA. 02635 RE: 43 Bayberry Lane, Cotuit Map: 019 Parcel: 133 Dear Mr. Muller: This letter is to inquire as to the status of permit application number 20063896 at the above referenced address. As you may recall, a permit was issued by this office on or about October 25, 2006 for an addition and remodeling. Our records indicate that final electric and building inspections are still needed. Please contact this office immediately to arrange for final inspections. Thank you for your prompt attention in this matter and please be advised that no additional building permits will be issued and no additional work is authorized until the matter is resolved. Respectfully, J r L auL zon Local Inspector (508) 862-4034 jeffrey.lauzon@town.bamstable.ma.us Town of Barnstable *Permit it a t Of�ME�aY Expires 6 months from issue dale ,�AB1� ? Regulatory Services Fee r � �- ° a v� tAss. Thomas F.Geiler,Director API �0 .as9. �fD ru•'t Building Division X-PRESS PERMIT Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis.MA 02601 w J U N 1 2 N 0 1 Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLB EXPRESS PERMIT APPLICATION 0qNot Valid without Red X-Press Imprint Map/parcel Number Property Address_!�L� AmlAe j .2/Y1/Y Residential OR ❑ Commercial Value of Work " Owner's Name&Address _Z2 i Contractor's Name � Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: I am a sole proprietor ❑ I am the Homeowner 0I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# �✓rr% /��t'��,t) v 'y `"� Permit Request(check box) Re-roof(stripping old shingles) ❑ Re-roof(not stripping. Going over existing layers of roof) Re-side ❑ Replacement Windows. U-Value (maximum .44) Other(specify) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic.Conservation.etc. Signature expmtrg i _. . . ... .._ _. _ �'Ire T�oayna.zuiea`l! a�✓l�aa3acli«�eac BOARD OF BUILDING REGULATION£ License: CONSTRUCTION SUPERVISOR ' Number. CS 017572 !�Birthdate: 07/29/1947 Expires:07/29/2001 Tr.no: 4038 Restricted To: 00 WAYNE A SYLVIA• PO BOX 928 � % E FALMOUTH, MA 02536 Administrator } ! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map* Parcel —INSTALLED IN -.Permit# 2"7.57 Health Division $3- 3 9'e b WITH TITLE 5 ` ,,,Date Issued ' ENVIRONMENTAL O'-.;,:r...-, // Conservation Division I I3 0! TOW Fee Tax Collector4AA"AAay if Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village � Owner c-�P Address Telephone O- , -0 9 Permit Request d Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total newLY Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type_1A&,9,gft A 1� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0__ Two Family Cl Multi-Family(#units) , Age of Existing Structure 6?S7 Historic House: ❑Yes QNo On Old King's Highway: ❑Yes c45-No I Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 6tNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing Irnew siz x 3( Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use zem BUILDER INFORMATION Name Telephone Number Address License# O;Q(nag 9 rlmow Home Improvement Contractor# /00G /y' Worker's Compensation# Zv-,`A c?9P_ R1R4T ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE L - - DATE _ / LTf q FOR OFFICIAL-USE ONLY ' PERM"iT NO. 1 DATE ISSUED MAP/PARCEL NO. ADDRESS 'VILLAGE OWNER` t DATE OF INSPECTION ' i a� F • FOUNDATION- ce `" 1 7 • Ay - FRAME - INSULATION ! 4 _ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r - GAS: ROUGH FINAL � 10 FINAL BUILDING Y DATE CLOSED OUT ` '' ASSOCIATION PLAN NO. _ T s •� s 1'�1,r3ys ��• I i LM u L_. ■ 11 . . .. - . .11. 1 • 1 . . 1 ... •..11 1 1 !let. ■ . ,_ . a .. 111.�11 . . 1 . 11 • :1111/ . •_ '. ... 1 ' • 1 1 .. 11 1 11 . . . • • 11. . : EM . 1 1 . 1 //%/%///////%////%////////////////////////////////%///////%///////////////////%%///////////////%///////////////// . 11 . . .. . ' JI 1 1 • M 1 1 1 11 �1 1 I 1 1 1 774 �.1 1 . / • . �. .' • • 1 1 . y ,tt 38 i •i� C 1 1 '9C ligoligglonjoll WIN: COMM 1 . 1 . . 1 I .I .l •lif • • • 1 DI' 111 I I, •1n • 1. 1 I 1 1. .. ....... OMciRl use .ly- do not write in this area to be compieted by city or town oflicial ■Building Departluent dty or town: ULicenxing Board ■ • „. ■ heci,if immediate response C3TFeI Department ____:.(30ther contad person: ;:•;. .... ... .. .. .. ... ...._ .......:. -.<�'•w�:!.;::.i:::..;:::.i:-::�•: ...K:;.:�:AV%;i!!!.v.:��:^:!4i:.:<O^'!:f;•\iti;\%<�)i:!:i:S^::::.n............ °F fME The Town of Barnstable • an[ttvsznsi.e. - �� 059. �m� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph.Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Q?�1>t3� Z17Q&J%a Sr, r11 Estimated Cost ��O0� Address of Work: ��� B71- �O>Lt Owner's Name: -07 2�Date of of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the ow r: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav ,r ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X $55/sq. foot= GARAGE (UNFINISHED) _I square feet X$25/sq. foot= 21. (oo o PORCH square feet X$20/sq. foot= DECK square.feet X$15/sq. foot= OTHER square feet X $??/sq. foot= Total Estimated Project Cost g990915b BOARD OF BUILDING REGULAb6NS License: CONSTRUCTION SUPERVISOR Number: CS O42629 i Birthdate: 12/29/1962 I: '- A f Expires: 12/29/2000 Tr.no: -5385 Restricted To: 00 SCOTT A GOLDSTEIN 37 AMOS L r,NDING RD MASHPEE, MA 02640 Administrator �a HOME.IMPROVEMENT CONTRACTORS .;r Registration 100014 k Type - PRIVATE CORPORATION l Enpiratio.n• 06168/00 = REMODELING PLUS, INC Scott A. Goldstein ,� oAmos,landi ng�; s ADMINISTRATOR • MaApee MA,02649 " ` 1 N,00 29 ' 99 1 1 : 4 7 FR MILK 1 NJUS I K l t5 J ) 4 4s4 ZZ 1 119 IV 1-"Lr;llU I n L.-:I Iar=R . Vic 4 \� ) Job T14ASS I rues Type tY pqy ` iST068090 IT01 SCISSORS 10 �1 j � I I erwrga n teas, ne. a ov e"FT3- age C. 4.LUJZ s 1rOO 44)'9 I 80-6 r12." 1 15.11.11 r1911.7 2400�250-0 1-0-0 4-0-9 3-11-11 3•11-11 3-11.11 3-11-11 4-0-9 14.0 4xe II I i I 6 US* axe<• j � t2.00M 6 7 i t?I 3x6,i 14 3x6 O I raze= e I 16 13 3xb-i 3x6. I { 16 12 11 i 1 3:7 3X4 c d I d % ; 6x7. 1 x4 i' 40 O i 1 F 449 8.06 f 12-00 + 16-11.11 _1911.7 24.OA 4-0-9 3.11-11 3-11-11 3-11.11 3.11.11 4.0.9 I Kate"Dwleetx LOADING (PsO I SPACING 2.0.0 CSI DEFL (in) pool 1/deft PLATES GRIP TCLL 25.0 I Plates Increaw 1.16 TC 0.60 Vart(LLI 0.27 15 >999 M20 197/190 ! TCDL 10.0 j Lumber Increase 1.15 8C 0.68 Vart(TLJ -0.47 14 >607 SCLL 0.0 ; Rep Stress Incr YES W8 0.66 I tat HorICLLL Min I/defl = 240 ya Weight: 114 lb SCOL 10.0 I Code BOCA/AN6195 LUMBER BRACING ITOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-9.9 on Canter purtin spacing. I SOT CHORD 2 X 4 SPF No.2 DOT CHORD Rigid ceiling directly applied or 4-2-0 on center bracing. WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF No.2 2-8-8, Right 2 X 4 SPF No.2 3.0.13 f 1 REACTIONS (lb/size) 2=114610.6-6.9=1146/0-5-8 I� ((( 1 Max Horz 2=866(load case 3) • Max uplih2w-49900ed can 4), 9=-499(lood Case 4) FORCES t)b)-First Load Casa Only TOP CHORD t-2=22, 2.3=•3009, 3.4=-3009.4.5--2600,5.6=•2040, 6.7=-2040,7-So-2600,8-9=-3008,9.10=22 I BOT CHORD 2-16-2422, 15.16 2422. 14.15=2209, 13.14-2209. 12-13 o 2422, 11.12=2422,g-11.2422 WEBS 6.14=2607,4.16=78,6-16-156, 7.13=156,9-12=78, 4-tb=.182.S.14■-398,7.14=4118,8-13=-182 j VOT1i;S 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads gene►ttted by 100 mph winds at 2S It above grourd level, using 5.0 psi top chord dead load and 6.0 psi bottom chord dead load, 100 mi from hurricane oceanlins,on an occupancy category 1,condition 1 enclosed building,of dimensions 45 tt by 24 ft with expose *C ASCE 7-93 per SOCA/ANSI9S it and verticals or cantilevers exist,they are exposed to wind. It porcfm exist,they an not exposed to wind. The lumber OOL incrnest is 1.33.and the Plata grip:nerabse is 1.33 3) All plates are M20 plates urAess otherwise Indicated. 4) Bearing at joint(S)2, 9 r onsidors garage)to grain value using ANSIfTPI 1-1895 angle to grain formula. Budding }N OF�y4ss j drsigner should verify capeeity of beating surface. 5)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 499 lb uplltt at S7gPFiEN G joint 2 end 499 lb uplift at joint S. GASLEa 6)This truss has been designed with ANSl/TPI 1-1995 criteria. u CIViL iLOAD CASE(S) Standard 9No.319270 FALMOUTH LUMBER INC. 670 Teaticket Highway East Falmouth, MA 02536 Nov 29 1999 Tel. 548-6868 ®w,unmro-V.r f y 4..ign 1eg"".etepw owi RIMI/1 OMB oW rm AM RsyssrN XpaASPOMtea:. __ 11e ce OM1pn VOW 101 We o,V with Mrret Oenn.0 0M The dent,b b0eee 0q*Upon pCM ~•town O,d b`On t,dhM W 10UWA bOdInG�^��NDo Ir1�j~ana loaded vedl - '• Appa00b01y Of ded4h 0V**e/ea end Plop"WWWoommn or OO1npone11 eOPanOdY 061wel. 6loclnp morn a to 101.101 Nippon of MICNWu01 wb member o,ly.Addsbewl NMPWON o 01 0 Ma 10 th troy��y a� rM00,1f0�1Y or e OM001. AdeOW0411 pe1r11a Ix onto on to of 01e ovewt/rNA{W a ow r Xpon{aJMy w 2WK ����ko bao,d..o tob,60tb,,avoev rennet 410l00e1 de N et.N. eatton end blocvl0,OO1WYo CST-as Ouesly wwwwa,owso a190 ipeoMo and wOndllne weadW via Swot,,ea*a -neorbvn a cwt e,nor"Trim Aare dafMe,sea o'o,oelo Orton.►Sedron.W; >«* TOTAL PAGE . 002 ** 6 AA A 40 G E R N1.® U1111 ' q3 ®A yff1=R-R y I-N CIO -rl rl /4 084 35" / SC Air, FA ®lyr loL VAT) � I V d Rio9e Aji Q/ t Rao 5A s/8 Cox Plywood, R®•� �bea�a�� �X C FPAffE Vemff d Grip 1�d�� %Z Pd Ybvoop Lv ood 5h i)t �Cg cog Prywov't s Q X 6 Fri Z Y Z m e for 5 o a,A/s:j sea/ Fdw*;n�: lk Q : ..3%) VikA e ® Q ►� w r� ® _.. CL It E oc \ S141. __ . ........_ ..._...............;_ • � i i r o �J 41A - �h N M i i e aq D-1 � re �11 !t It wt o ; L4 Et, �. I 1� {Lt ti �.. Zq 4 tj 1 , I I � �. e � e i °F�+E Town of Barnstable Regulatory Services BARNSTABLF,MASS, ' Thomas F.Geiler,Director eo39. �� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 19, 2014 Blue Selenium LLC Attn: William Sullivan 17 Jan Sebastian Drive Suite 12 Sandwich, MA. 02563 RE: 43 Bayberry Lane, Cotuit Map: 019.Parcel: 133 -Dear.Mr. Sullivan: This letter is in response to building permit application number 201401286 to install solar panels at the above referenced address. Unfortunately,the application can not be approved at this time because the property is the subject of an uncompleted prior building permit. No additional building permits will be issued until the prior building permit has been completed in accordance with 780 CMR. Thank you for your attention in this matter and please be advised that no additional work is authorized until the prior permit is resolved. Respectfully, Lauzon Local Inspector ` = (508) 862-4034- jeffrey.lauzon@town.bamstable.ma.us IL 19 Ile R�9 LOT 6 p O 30,000 SF „) I'eRygN (per record plan) 60 c Use No 4Cc2 ' 3 he �F� SyOWeR 3 QZ N 180 0 W ® / 16.3. 6-FOOT STOCKADE FENCE - J O(C f�rStl y✓�1 CB/DH FOUND LLIu• en i ASSESSORS MAP 19 PARCEL 133 LOCATION PLAN I CERTIFY THAT THE EXISTING GARAGE LOCATION: LOT 6 N 43 BAYBERRY LANE `.®TUIT� MASS. SHOWN HEREON COMPLIES WITH THE SIDELINE AND SETBACK SCALE: 10 = 400 DATE: 12-20-1999 REQUIREMENTS OF THE TOWN OF BARNSTABLE AND IS NOT LOCATED IN THE FL ODPLAIN• PLAN REFERENCE: PL BK 159 PG 91 DATE: � . BAXTER, NYE & HOLMGREN, INC. THIS PL IS NOT ASED ON AN REGISTERED LAND SURVEYORS INSTRUMENT ND THE OFFSETS & CIVIL ENGINEERS SHOWN HEREON SHOULD NOT BE 812 MAIN STREET USED TO DETERMINE PROPERTY—LINES. OSTERVILLE, MASS., 02655 APPLICANT: GERALD R. MULLLER, ET UX. �7 99131 (1319—Fc.dwg) • ,e.v s•-Q ,B•-r Z (ADDITION) a (ADOITION) _ I J C/) v NEW 4 x 4 P.T.POSTS w, SMOKE DETECT RS VIEWED Q N kocD - C t Y SI7 x 6 CASING Q C) N A5 >- I Qom¢_" ----- — ----- �rco Da COVERED BARNSTABLE BUILDINGDEPT DATE 3 a c b E DECK N In¢ x g g as g P g FIRE DEPARTME T DATE Q�a u- ANDERSEN ANDERSEN A5 CIR24ABOVE FWG 120MA A5 BOTH SIGNATURES ARE R QUIRED FOR PERMITTI G br --------- - -------- -------- --�------- ---------- T'+ ANDERSEN r ___ ________ ___-r_-_-_ ---_�_;_;_] '"Yr°� ' ' ' ' ' IMPORTANT - UPGRADE REQUIR - I � �N�EVW� � � � � � � o ; ;DECK 1 1 1 1 1 a 12 ' ' ' �/ L_L_L_1-J_ STATE BUILDING CODE REQ IRES THE UPGRADINGOF Y -------z`' n ANDERSEN I NEW REUSE I f——f—1— p� b F TW 21D32 1 EXIST.DOOR 11 - SMOKE DETECTORS FOR THEENTIRE DWELLING EN � E SUNROOM ONE OR MORE SLEEPING AR S ARE ADDED OR CREA ED, (VAULTED CEILING) 1 1 q A5 NOTE: A SEPARATE PERMI IS REQUIRED FOR HE INSTALLATION OF SMOKE DET CTORS-THE ELECTRI AL Tw21as2 PERMIT DOES NOT SATISFY T IS REQUIREMENT. � iP I N 11 H NEWANDERSEN 8'!T OPEMNG TW EXIST. EXIST. c L=i lol CARBON MONOXID ALARMS EXISTING A5 EXISTING EXIST. REMOD. MUST BE INSTAL ED PER DINING KITCHEN Oo BATH c los. BEDROOM#2 MASSACHUSETTS BU LDING CODE 00 HALL 16 l N y x___ C) I :: EXPANDED w O EXI STING N. ANEW BEDROOM#1 LIV11N.I.C. 0. z�Y6� 11 w 13:� cr I 11 II Lj w------------- b II 0.6 11 i EXIST. ,(^ NOTES: W d o0 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS cn &DIMENSIONS IN THE FIELD 44-(r: 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, (EJUSn'G) SCALE: DETAILS,&FINISHES IN THE FIELD WITH OWNER FIRST FLOOR PLAN 1/4�� = 1'-0" 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR DATE: 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE OS SMOKE DETECTOR LEGEND: THE DESIGNER9/13/2006 ORO ERRORS OR OMISSIONS ARREE FOUND 5.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS, ©CARBON MONOXIDE DETECTOR SHALL BE NOTIFIED ANY OUND ON WALLS,B ROOFING AS REQUIRED FOR NEW CONSTRUCTION. THESE DRAWINGS PRIOR TO START OF DRAWING NO.: EXISTING FIRST FLOOR =1132 S.F. = EXISTING WALLS CONSTRUCTION.THE BUILDING CONTRACTOR - CONSTRUCTION TO BE REMOVED IN LL BE THESE DRAWING I FOR STRTHE CONTENT EXISTING BASEMENT = 1000S.F. �__� IN THESE DRAWINGS IF CONSTRUCTION NEW SUNROOM = 192 S.F. COMMENCES WITHOUT NOTIFYING THE ® NEW CONSTRUCTION DESIGNER OF ANY ERRORS OR OMISSIONS. NEW BEDROOM/HALL = 300 S.F. THE SE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF Al THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER SMOKE DETECT®RS REVIEWED 26-0' (ADDITI�f o BARNSTABLE BUILDING DEPT. DA E j FIRE DEPARTMENT DATE C BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ! A5 i Ilill i 6 �. Z UP-- 0 ' b ) I I 2'-&' 8'-2" 3'41 8'-7 A5 I ANDERSEN- ANDERSEN ANDERSEN _ ANDERSEN NEW RETAINING WALL I TW 21042 TW 21042 TW 21042 TW 21042 VA 2'6'x 6V Val NEW EW (CLOS.I PATIO b BALL ANDERSE I A 31 zANDERSEN 5'I1" 4la 17'-1" F FWG 6068 R NEW r- A BEDROOM- ANDERSE A5A 31 2'6"x 6 8,r S. b j CLOS. o U) 10" Z60 o 10' i I X i -- — — ---- tc0o MA NEW 6 -- ---- co C® WAL C O 6'-z A5 EXIST. BATH rui • s ' • N EXISTING FAMILY ROOM UP CLO& y UP CLOS. Ln I EXIST. EXIST. N 1 — — — — — — — — — — — — — — — — — — Z U • `' to ( 1 ) Ll Q N N 6•-O• 6•-T B-D• 0 t� M vim)w N l A5 =W=o� -- ----- ca <- ��-------- ----- ®---- m •x ' �-P.T.6x 6POSTS UMV•.�p..Ca. Z UP I { I I ! I o 4 o I I I I I 7-w e•z 3•-4 a-z za o a B J B a A5 ANDERSEN ANDERSEN ANDERSEN ANDERSEW N NEW RETAINING WALL TW 21002 TW 21042 T 21 OM12 TW 21D02 M NEW j coos x 6B000000 PATIO IN `j ANDERSEN A31 z" DERSEN S-1' 1T-T Q 0 0 4= WEBR N NEW _H p Ab A LL BEDROOM ANDERSEN 5 3 b © ZS k 66 C s•z A5 EXIST. BATH EXIST. Q N Ouf"llc� x L w l r� h EXISTING w 0 W 0 b z FAMILY §z (y � X ROOM W EXISTING W O Q COOS. y GAMEROOM UP rs. w LrL. c� m EXIST. 5y FJ(IST. EXIS -114 EXIST. EXIST. cn tJ�-r�� m ————————————————— ———————————————————————J SCALE: �1•�, 1/4" = F-0" (EXISTI1Xf) DATE: 9/13/2006 BASEMENT FLOOR PLAN DRAWING NO.: 7'.7•t (MATCH EXISTING) 1Z N - O O c� O igo D 32IOImOZ 0 m T g= IjIpm '0z D Z T Z m �J N� D om �O 0 N m 0 Z N r m ❑ ❑ < E '- D -� mZ O °z z _ D O Fr NN I I O n p Z ❑ D 'm 1 �w rnh ❑ � _h _= o I h o 4 I n z ,h m 1 ,h I h a V) - jl I II 1 ,1 1 f I_ m ' 1 I I . m I Z I I m ^ 1 D 1 _2 I � I 1 I I 1 1 1 O ' 1 I zI I m I x , � 1 � I ❑ 0 j J m I X 1 �#1 1 1 170-1 1 1 1 I - I f� I I 1 1 I 8Z 1 O3 I� I rl Z b L l4g e2 5� ❑N l- Im ny V A n N 3 o$Z 8 m3P N N A nC Z O lvm v m� v Oo lO IO lO ICE 1 IAOO I G�G Z 7'-Tt (MATCH EXISTING) la NEW ADDITION FOR: EEEKOW43COTUIT BAY DESIGN ora BREWSTER ROAD o " `" PAM & GERRY MULLER PH.508E274-1166 2649 0 FAX 43 BAYBERRY LANE COTUIT, MA z Q N N CONT.RIDGE VENT O LOD Q�g c� mF �lo NEW ASPHALT SHINGLES n.O Lo ® TZ 70 MATCH EXISTING L�+ L0 EXIST. O m Q s Q NEW FASCIA 6 FRIEZE (,c A-Lx.. BOARDS TO MATCH EXIST. TOP OF PLATE NEW CORNER BOARDS 1 i TO MATCH EXIST. NEW W.G.SHINGLE SIDING R TO MATCH EXISTING W I f FIRST FLOOR SUBFUDOR TOP OF PLATE Li El h 1 I 1 I HEW ADDITION l__________ ___j TOP OF SLAB RIGHT SIDE ELEVATION 2T4rLe-z r L ITII r r B•-Lr c P.T.6 x 6 POSTS ON LT DUL CONC. F+�1 A5 BIGFOO FOOTINGS TI G DIA O O � BIGFOOT FOOTINGS ------� 4-- ---L® -------LceW U qF I I b � io o NEW B'CONC. B B O RETAININGA5 DROP FOUND.WALL 1° p WALLS HEIGHT 1'$ ------ • (iII jII --- ——- ---------- I( NEW S'CONC. I11Y^A FOUND.WALLS ur NEW I NEW DROP TOP OF FOUND. C.Br.00TIN G S (4'CONC.SLAB) WALL TO SLAB HEIGHT C,x oN A a QNEW � As I § I I I ADDITION 1 ! A5 I a I I I I THIS FOUND.WALL HEIGHT rV1 I I I (C CONC.SLAB) I I TO KLATCH EXISTING WALL HEIGHT 7 ^ �•J ! I I I I I DRILL&PIN NEW FOUNDATION Z F. I LQ I I I I I TO EXIST. FOUNDATION WALL TOP X I I I I SCALE: ——— — 1/4"= F-0'• EXISTING FOUND.WALLS DATE: 6'•2' A5 EXISTING BFOOTINGSTOREMAIN 9/13/2006 BASEMENT DRAWING NO.: FOUNDATION PLAN A4 NEW ROOF CONST. ? -2x 10 ROOF RAFTERS @ 16'0.c. -1/7 COX PLYWOOD ROOF SHEATHING U -ASPHALT ROOF SHINGLES LJ]0 -15LIL FELT PAPER Q N '0'HI-R BATT INSULATION N ®SLOPED CEILINGS(R=30) O(( CONT.RIDGE VENT 0 -9'BATT INSULATION Q Q—' ®FLAT CEILINGS(Rxiaj [n Lj 2 v M -SIMPPSON�REURRICANE CUPS NEW ROOF CONST. 3NDS ~� Lr]N.-. AT ALL a. •ICE/WATER SHIELD AT BOTTOM G] CO '� W=OLq 37OFROOF �_� -PROPA VENT BETWEEN RAFTERS m(/]�--X 12 NEW WALL CONST. 9,�- POST OO g CL 1.2x6 STUDS®iCe.o. 1x5T8G 5/4 x 6 WOOD 2.12'PLYWOOD SHEATHING BOARD TOP OF PLATE NEW 12'GYP.BD.ON TRIM(VERIFY W/ 3.6-(Rm19)BAIT.INSULATION TOP OF PLATE 1 x 3 STRAPPING 016'D.C.OWNER) 4.1/2'GYPSUM BOARD MULTI LVL BEAM CONT.ALUMINUM 5.W.C.SHINGLE SIDING SOFFIT VENTS 6.TYVEK VAPOR BARRIER NEW ^ /) 1q p^ NEW 4 x 4 P.T.POSTS W/ U z F i x 511 x 6 CASING ,Fa P.T.2 x 10 LEDGER BOARD LAG BOLTED TO a COVERED SOLID BLOCKING W/(2)LEDGERLOK BOLTS w PORCH '6'0'c-W/JOISTS HANGERS SUN OM NEW ROOF DECK r NEW 3/4•T a G PLYWOOD � SUBFLOOR"GLUED&HAILE 1 3/4'PLYWOOD v FIRST FLOOR 2 RUBBER MEMBRANE ROOFING FIRST FLOOR SUBFLOOR N 3.2x 4 SLEEPERS O 16'o.c. SUBFLOOR TOP OF PLATE 2 x 12 FLOOR JOISTS @ 1S'0.1 4.VERIFY DECKING W/OWNERS z x tab®1C o.L NEW P.T.2x6s 16'o.c PAD DOWN CEILING 3.1.75-x 14"LVL BEAM TYP.9'BATT. TO MATCH HEIGHT INSULATION(R-30) UNDER ROOF DECK P.T.6 x 6 POSTS NEW B'CONC. RETAINING WALL W/B-x IB'CONC. 2x 4 STUDS@ 16'o.c. NEW FOOTING-1 I' W/'zGYP.BD. BEDROOM U 4'CONC.SLAB b TOP OF NEW 8'CONC. j4 SLAB FOU D 0 7 RIGID INSUL (R-10)4VWIDE IS CONC.FOOTINGS 1?DIA ANCHOR BOLTS®4B•'ma INSTALL CRUSHED STONE A BUILDING SECTION NEW SUNROOM B BUILDING SECTION NEW PORCH &DRAINS TO REMOVE ANY A5 A5 ►� EXCESS WATER (� O ax6 POST uPTORIDGEBEAM NEW ROOF CONST. O w U Z � z NPR d 12t �po�Qr 2 x/o? r� S •t .Door 3 2 �f3 r � � � P d ® ` MULn LVL BEAM ^ I�L� NEW WALL CONST. EXIST. NEW NEW 06 Cn DINING SUNROOM COVERED S < PORCH w ca P.T.2 x Bs Q 16'o.c. may) EXIST.2 x 8's a 19-o.c. NEW 2 x 17s @/6"0.c: MOM, ti 3.2 x ias 47-1 z v P.T.6.6 POSTS FASTENED W/SIMPSON BC 6 TO BEAM SCALE: P.T.2 x 10 LEDGER BOARD LAG BOLTED TO 1/4"= F-0" EXIST. NEW SOLID BLOCKING W/(2)LEDGERLOK BOLTS BASEMENT BEDROOM 16'o.c.W/JOISTS HANGERS AT BOTH ENDS DATE: P.T.6x&POSTS 9/13/2006 P T 6 x 6 POSTS FA2FNED Wl SIMPSON DRAWING NO.: ABU 65 TO SONOTUB t 7 RIGID INSUL c 7�j `R"°' NEW2Ir FOOTINGS UNDER 17 DIA SONOTUSES TO BUILDING SECTION NEW SUNROOM/PORCH a•0"BELLOW GRADE A5 I I 25!0 18!.2• Z ( i C�3 Lw a G] QN N 0 � 1 I 1 SOLID BLOCKINGG WB(4 LEDGERLOK BO TS ' NEW P.T.2x Bs 16'o.c W/JOISTS HANGERS ca La] IM ¢ F bF �r3La.TNOO e q I J AB o Lan c,U0 A5 Uv:Eau- I � II I f 0 M i NEW 2x 17 Is'o.c. tv ll ¢F W/M10.5PAj OCKING Im �o q A ha S A5 z A5 ^ a J 10' 3 = EXIST. ILI FLOOR FRAMING PLAN ' 16'-0' 4-P � IB--2 (ADDITION) (ADDITION) POST UP TO RIDGE C MULTI LVL HEADER qqq= N� - b A5 AS r T w U I w ¢ o i m� a 0 A q A5 � A5 I Q w w NEW 4 x 6 WOOD POST UP r�S TO RIDOEBEAK VERIFY `J 10, HEADER SIZE AT OPENING 5W cc ♦ O F� C 0 z A5 NEW 2 x 8 RAFTERS/�16'o.c ' I SCALE: TO BE BUILT OVER EXISTING Q O i 1/4" = 1'-0" ROOF SRUCTURE.FLASH 8 I i MATCH ROOF SHINGLES TO i I y DATE: O O f I PREVENT LEAKS ROOF FRAMING PLAN I o I t� 9/13/2006 I NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 19s DRAWING NO.: �� I{ UNLESS OTHERWISE NOTED 2.) USE SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS EXISTING RIDGE I I 3.)VERIFY GUTTER TYPE/LAYOUT 'L �r W/OWNERS A6 �.EGEND Pr, EXISTING PROPOSED _ Edge of Pavement _ 5 Sewer Pipe - - — Water Pip w Drain--- Pipe c G _. Gas Pipe ------------- . Manhole Cover E3 Catch Basin Light Pole O Utility Pole Contours ,, .._ 2c�X0, Spot Grade 200.0 Test Pit BAYBERRY LANE A"147.31' R-042. 62' 1 GENERAL NOTES: co LOCA71ON OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. ZONING DISTRICT : RESIDEMIRL F BUILDING SETBACK REQUIREMENTS: FRONT = 30 SIDE = 15 REAR = 15 OMtHANc OVERHANG LOT g Ld c 68.3' LOT 7 ASSESSORS MAP : 38 PLOT : 133 EVELYN K. YOUNG MAP ae'PARCEI. 126 # 43 ^ LOCUS DEED REFERENCE : BK. 3074 PG 7 BOOK 11162 PAGE 009 ' EASTING G. 22, '2 1--1/2 STORY HOUSE f r PLAN REFERENCE : BK. 159 PG. 91 ! : q i � SHOWER , Nip GS let THIS PLAN IS LASED ON AN ACTUAL ON THE GROUND FIE. D SURVEY BY 'I HIS FIRM CAN CEO`RGriL s 1 O 'f— 24.0 6.0' e G CESSPOOL � CESSPOOL, LOT 5 GERALD R. MULLER PAMELA M M ULLER ,V lR MAP $* PARCEL 133 24.0' BOOK 3074 PAGE 227 6.0' ' •� N 71'29'3V W ISUO' f 43 Bayumerry Lan LOT 3 SANDRA H. MALOY PAU LK.ROMA Cetu , Massachusetts MAP 38 PARCEL 125 8 M.PARCCELEL MAP 3 38 138 BOOK. 6388 PAGE 018 BOOK 1712 PAGE 012 PREPARED FOR Gerald R. Muller P. N Building Permit Plot Plan O�tU t J.K. HOLMGREN & ASSOCIATES INC. Registered Professional Engineers and Land Surveyors 4650 Falmouth Road, Cotuit, MA 02635 E Phone - (508) 420-7900 Fax - (508) 420-3819 i 0 0 20 40 SCALE IN FEET SCALE: 1" = 20' DATE: 10/27/9 REV.. DATE: REMARKS - � Ynt`iiiu W H. 1999 1391 1391 1 .DWG —- - -- ---- — r 99l1391 -01