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0050 NICKERSON DRIVE
y 1 4 li r t t i a ._---� E i I z _ F - �\ �� � �. f � 3 d L dl' a� o R r `✓ " Y.'�; � .,� � tar a�" - � a —" f ..• � » », .r",,. ".» ' �C r(fi SD-iCf �� ( �o dV K� F , qqS � Ir�ns l Yl 4o u4 0 ose �iS�iyl S -}-e �ICkn r - A , INSULATION CO . June 10, 2008 Job Location: John Baca ,f; Alden. P O Box 449 50 Nickerson Drive E Dennis, MA 02641 Cotuit Insulation installed to specifications below: .................................... .................................... .... . :.:......... ............... .. :::: :: .. r. :::::::::::::: :Comment e :::: ::: 1 ::Y ::::::::::::::::::;:::::::::::::::::::::::::::::::::::::::::::::::::: ::::: ........... . Ceilings R-30/5 Freedom Foam Closed Cell Spray Foam Insulation Slopes - R-3015" Freedom Foam Closed Cell Spray Foam Insulation Garage Ceiling R-30/5" Freedom Foam Closed Cell Spray Foam Insulation Exterior Walls R-19/3.25" Freedom Foam Closed Cell Spray Foam Insulation Garage/House Wall R-19/3.25" Freedom Foam Closed Cell Spray Foam'Insulation Plates R-19/3.25" Freedom Foam Closed Cell Spray Foam Insulation Garage Walls R-1913.25" Freedom Foam. Closed Cell Spray Foam Insulation, Between Floor Ceilings R-34/10" Freedom Seal Open Cell Spray Foam Insulation - Freedom Foam 1800 R-Value per inch F 6.02' Freedom Seal 500 R-Value per inch= 3.4 All components with spray polymer foam installed are average minimum thickness as described. Average thickness per layer applied is approximately 1-1/12 inches.` F i I Freedom Seal 500 U r1N h) ,: a isg, Technical,Data Sheet . - Water Blown Open Cell Spray Foam System Description: Freedom Seal 500 is a two component, agriculturally based, water, " blown, low density open cell spray foam system. The'in-place density is .5 Ibs/ft3• Low viscosity and 1:1 by volume ratio provide for easy processing. Features: 0 Low, readily available viscosities 0 Excellent compatibility of components 4 Fine uniform cell structure with good adhesion and.dimensional stability Applications: . °& Thermal insulation for building construction, floor,.wall'and roof cavities;new or retrofit; sound deadening and `void fill. WARNING: Polyurethane products manufactured or produced from these chemicals may present a serious fire hazard if improperly used or allowed to remain exposed or unprotected. The character and magnitude of any.such hazard will depend upon a broad range of factors.which are controlled or influenced by the 3 manufacturer, applicator, or production process, by the mode of application or installation, and usage of the particular end product. Each person, firm, or corporation engaged.in the manufacture,production, application, installation, or use y of any polyurethane materials should carefully determine whether there is a potential fire hazard associated with such product in a specific usage, and utilize all appropriate precautionary and safety measures as outlined in local, state, and federal regulations governing the manufacture of products in the construction 9 9 9 ' and/or renovation of commercial or residential structures. NOTICE: The information herein is to assist customers in determining whether y our products are suitable for their applications.-Our products are,intended for sale to n industrial and commercial customers.' We request that customers inspect and test k our products before use and satisfy themselves as to contents and suitability. We warrant that our products will meet our written specifications. "Nothing herein shall constitute any other warranty express or implied, including any warranty of �x merchantability or fitness. Nor is protection from any law or patent to be inferred. f ` All patent rights are reserved. The exclusive remedy for all'proven claims is replacement of our materials and in no event shall we be liable for special, incidental 1,14 or consequential damages. u �-psi1y �' MAN �01 e � U�` �& Property of Spray Foam Distributors of New England Inc. All Rights Reserved Freedom Seal 500 Technical Data Sheet tMM, W'.k Typical Physical Characteristics of the Foam s dCl Density ASTM D 1622 .51bs/ft3 K-Factor (aged) BTU in/ hr OF ASTM'C 518 .294 R-Value per inch (aged) ASTM C 518 3.4 Compressive Strength ASTM D 1621 .95 psi. Tensile Strength. ASTM 1623 4 psi Water Vapor Transmission ASTM E 96 15.98 perm/inch Humid Aging 158°F/ 981% RH ASTM D 2126-94 +4% max b K One Week Open Cell Content ASTM D 1940 >93% Sound Transmission Coefficient ASTM E'90 51 (STC) Noise Reduction Coefficient ASTM C 423 0.7 (NRC) . Liquid Component Properties Color Dark Brown Pale Amber Specific Gravity (74°F) 1.24 g/ml 1.08 g/ml y Weight Per Gallon(74°F 10.33 Ib. 8.90 lb., Viscosity (Brookfield 74°F) 200 cps +/-50 200 cps.+/-50 . , Mix Ratio By Volume 100 100 >f Fire Hazard* Classification (ASTM-E84) (ANSI 2.5) (NFPA 255) (UL-723) a..s k 'u, ' *Polyurethane foam may present a fire risk in certain applications; if ' exposed to fire or excessive heat, e.g.,, welding and cutting torches. The use of polyurethane in interior applications on walls or ceilings x p presents an unreasonable fire risk, unless the foam is protected by � 4s an approved fire resistive fifteen-minute thermal barrier... . _ tx Ili::::MENEM � �� Property of Spray Foam Distributors of New England Inc. All Rights Reserved w Freedom Seal 500 Technical DataaSheet - GENERAL INSTRUCTIONS. Before the containers are opened, all safety instructions should be read and understood by all personnel who will come into contact with the materials. If the safety instructions are lost'or otherwise not available, please contact Spray Foam Distributors of New England for a replacement. A Material Safety Data Sheet (MSDS) is sent with the original shipment and available upon request or on line at www.freedomfoam.corn/down loads.htm1. All personnel who come in contact with the product should.read and understand the MSDS. PROTECTIVE EQUIPMENT. The "A" component is a polymeric isocyanate and may be sensitizing, particularly from the standpoint of VAPOR INHALATION. The best form of protection against sensitizing vapors in the workplace is a FRESH AIR SUPPLY. Several manufacturers, including 3M company Bullard and Allegro make-full face fresh air masks. For minimum protection, organic vapor canister style respirators with particulate filters shall be worn. To prevent contact with the product, wear fabric coveralls and fabric gloves, full-face mask and OSHA approved protective goggles. HEALTH AND SAFETY VAPOR INHALATION problems are characterized by coughing, shortness of breath or tightness of the chest. Anyone exhibiting these symptoms shall be immediately } � removed from the workplace and administered"oxygen or fresh air. If the condition is prolonged or extreme, SUMMON "EMERGENCY TRAINED"MEDICAL ATTENTION IMMEDIATELY. SKIN CONTACT with liquid components.can result in a rash or other irritation. Wash the affected area with water. Wipe residual liquid with clean soft cloth followed by washing with soap and water. If a`rash or other irritation develops, SEE A PHYSICIAN. EYE CONTACT with liquid or sprayed components,can result.in corneal burns or abrasions. Upon exposure, eyes should be flushed with water for an extensive . period. SUMMON "EMERGENCY TRAINED':MEDICAL ATTENTION IMMEDIATELY. Spray Foam Distributors of New England Inc. info @freedomfoam.com PO Box 614 603.348.8880 Lincoln,.NH 03251 fax 360.235.8235 U S A r F Freedom Foam 1800 Technical Data Sheet - Patented Non CFC, HCFC or HFC Containing -Spray Foam System Description: Sprayable resin system for rigid, closed cell, low k-factor urethane foams. Designed especially for applications with two-component spray equipment capable of handling material with a short reaction time. Features: 0 Low, readily available viscosities Excellent compatibility of components ED Fine uniform cell structure with good.strength and.dimensional stability 9 9 Applications: Thermal insulation for building construction, roofing, siding,.floors, wall cavities, new or retrofit. Freedom Foam products are also suitable to insulate tanks, vessels, piping, cold storage buildings, or wherever superior insulation is required. @it ✓ WARNING: Polyurethane products manufactured or produced from these chemicals may present a serious fire hazard if improperly used or allowed to remain exposed or unprotected. The character and magnitude of any such hazard will depend upon a broad range of factors which are controlled or influenced by the h manufacturer, applicator, or production process by the mode of application or installation and usage of the particular end product. Each person, firm, or corporation engaged in the manufacture, production; application,-installation, or use of any polyurethane materials should carefully determine,whether there is a potential fire hazard associated with such product in a specific usage, and utilize all appropriate precautionary and safety measures as outlined in local, state, and federal regulations governing the manufacture of products in the construction g and/or renovation of commercial or residential structures NOTICE: The information herein is to assist customers in determining whether s, l" our products are suitable for their applications. Our products are intended for sale to t r industrial and commercial customers. We request that customers inspect and test our products before use and satisfy themselves as to contents.and suitability. We warrant that our products will meet our written specifications. Nothing herein shall constitute any other warranty express or implied, including any warranty of U merchantability or fitness. Nor is protection from any law or patent to be inferred. 1. � . All patent rights are reserved. The exclusive remedy for all proven claims is x replacement of our materials and in no event shall we be liable for special, f incidental or consequential damages.' � � ; Property of Spray Foam Distributors of New England Inc. All Rights Reserved Freedom Foam 1800 Technical Data Sheet Typical Physical Characteristics of the Foam � m Ed Density ASTM D 1622 1.7-1.8 K-Factor (aged) BTU in/ft2 hr OF ASTM'C 518 166 R-Value per inch (aged) ASTM C 518 6.02 Compressive Strength ASTM D 1621 " 25 psi Shear Strength ASTM 1623/273 22'psi Water Vapor Transmission ASTM E 96 2.5 @ 1," .8 @ 2 Humid Aging 1580E/ 98% RH ASTM D 2126-94 Volume Change: -2.65% One Week. Weight Change: -1.15% (Reactivity Characteristics (Laboratory Analysis) q.. a' Pr^ +a� m �°" Waam Cream Time 2-3 seconds 3-5 seconds 5-7 seconds Rise Time 6-10 seconds 10-18 seconds 18-24 seconds Tack Free Time 12-15 seconds 14-16 seconds 16-18 seconds Cure Time 4 hours 4 hours 4 hours Liquid Component Properties s . a. � ., Color Dark Brown Clear Specific Gravity (70°F) 1:27 1.08 Weight Per Gallon 10.5 lb. 9.0 lb. H Viscosity (Brookfield 70°F) 300 cps 350-450 cps Mix Ratio By Volume 100 100 ` " ` a Fire Hazard* Classification (ASTM-E84) (ANSI 2.5) (NFPA255) (UL-723) *This numerical flame spread rating and all other test data are not intended to reflect hazards presented by this or any other material under actual fire conditions. Ap '� ayes Property of Spray Foam Distributors of New England Inc. All Rights Reserved E ° L _ i i. Freedom Foam 1800 ( r', Technical Data Sheet Handling Precautions:, z FREEDOM FOAM A Component contains a reactive isocyanate of the low volatility, minimal toxicity type but is nevertheless classified'as a toxic material. Avoid contact with skin, eyes, or clothing. Wear suitable protective clothing. Avoid breathing vapors, Foaming operations should be preformed in a well ventilated area. Forced ventilation is recommended in confined areas to help keep vapors away from the workers. The use of a respirator is imperative in spraying,operations. In the case of contact with eyes, wash with plenty of water and get immediate medical attention. Wash skin or clothing immediately with alcohol then with plenty of soap and water. FREEDOM FOAM B ' Component contains a•volatile catalyst (Tertiary Amine) which requires proper protection of the eyes and skin: Adequate ventilation is recommended. Storage Information: FREEDOM FOAM A Component should be protected from moisture contamination.' For intermittent uses, the container or drum should be fittedwith a dry air breather (9" pipe nipple filled with anhydrous calcium sulfate,stopped,on ends with cotton plugs and flitted into the vent bung). A storage temperature of 50-80OF must be maintained. < FREEDOM FOAM B r Component must be stored at a temperature range of 50-80°F. When opening a a container; partially unscrew the cap of the vent bug to relieve any pressure before opening fully. Reseal the container as soon as the required amount has been withdrawn and return to cool storage. xg Both materials, when properly stored,,are stable for at least six months. wt f r � Spray Foam Distributors of New England Inc, info@freedomfoam.com 41 PO Box 614 603.348.8880 fo i Lincoln, NH 03251 fax 360.235.8235 � z; rUSA °F,HE t°w Town of Barnstable BARNSTABLE. ` Regulatory Services 9 MASS. a" Building Division rFDMPy 200 Main Street, Hyannis,MA 02601 Y Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection d f A Location `� NrcKedysok chitWt, C.7-K. Permit Number Owner �G/��/J a Builder k 0-14- One notice to remain on job site, one notice on file in Building Department. The following items need correcting: a Please call: 508-862-48M for re-inspection. Inspected by C4'j" Date ��® /(g I .k�^^.9a`R"tihW7� `'`�.�«'V3G�i" ,....,s.t.=wn+t �.m:._•^y,x,y._,�•,. —^�-sc c„s..a:;;�c X.�eT+ '�.N�,�h�V" `lh� �^,'�„u�R�y `M'1�.,.r,yY.rr:.,:.;.s�-r��*i:,r^w.t�:j'y...,r.P-;..^,i.3; '�ty�r„�,.�;..o*vr--�^. ` tME rti� Town of Barnstable • BARNSTABLE. ' Regulatory: Services ou.. �...+...M--..._. .A MASS. t639. .Building Division rF0 MP'�A. 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790=6230 Inspection Correction Notice Type of Inspection Location ��O AyICK tew'xJ -IbPz- Cr- Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. T following items need correcting: /Z i-PJ C o c,t/AJ 6-A-k.O CC l,yb Srtq1r/2 W79-el ,-iv b vr=AJ T. 3 ,q r Please call: 508-862- fo e-inspectio Inspected by �" C' Date /v 0 i r Town of Barnstable Regulatory Services MAS& Thomas F.Geller,Director prEp .: Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 'Office: 508-862-4038 Fa 508-790-6230 PLAN REVIEW Owner: C Map/Parcel: a3 (J Project Address �o /r/i� s�/ % Builder: A�13 The following items were noted on reviewing: 3 r ®ti 77/-(.5 s c AA `F 71 Reviewed by: Date: O Q:Forms:Plnrvw. r , The Commonwealth of Massachusetts Department oflndustrial Accidents r Office of Investigations d 600 Washington Street Boston,MA 02111' r - �4 ,•'`' www.mass,govldia ' Workers` Compensation Insurance Affiddvit: Builders/Contractors/Electricians/Plumb-ers Applicant Information Please Print Legibly Name(Business/Organization/Individual): • 2a cc.— Ad3ress: le r/7C �C1 City/State/Zip: .66 elen L/S �� Phone.#: 3 c��" �/�2D Are you an employer?Check the appropriate bog; ' l: I am a employer with If 4, ❑ I am a general contractor and I :Type of project(required):. employees (full and/or part time),* • have hired the sub-contractors6. XNew construction . 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet 7. emodeling ship and have no employees These sub-contractors have g, 'Demolition corking for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp,insurance comp, insurance.$' required.] 5, ❑ We are a corporation and its 10.❑ Electricalrepairs or additions '3.❑ officers have exercised their I am a homeowner doing ill-work . 11.❑Plumbing repairs or additions . myself, [No workers' comp, right of exemption per MGL c, I52 12.❑Roof repairs insurance,required.]t , §1(4), and we have no • 13.❑ Other employees, [No workers' comp,insurance required.] *Any applicant that checks boz#I must also fill out the section below showing their workers'compensation policy information. t Homeowoers,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box-must attached an additional sheet showing the name of the Sub-contractors and state whether arnottbase_entities have employees• Ifthe sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees, Below is.the policy and job site' information. _ Insurance Company Name: . -"0fCt.YCQ, (.O U� . She df �JCifw t, v' Policy#or Self-ins.Lie, Expiration Date: lob Site Address: + City/State/Zip: l�J Jdf� Ap oa(04T Attach a copy of the workers' compensation policy declaration pag-c(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 penai-des of a Ene up to$1,500.00 and/or one-year imprisonment,as weLl as civil penalties in the form of a STOP RrORK,ORDER and a fine of up to$250.00 a day against tht violator. Be advised that a copy of this statement maybe forwarded to the Office of Lvestiaations of the DIA for insurance coverage verification, I do hereby certi u der the Ains a enalties of perjury that the information provided above is true an'd correct. Signature: Date: Phone .1i Qfzcial use only. Do not write in this area; tb.be completed by.ciy or town ofhciaL j City or Town: Per't/License Issuing Authority(circle one .*J.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 'j 6.Other i Contact Person, Phone L #; 4 Iviassachuset=�s General Laws chapter 152 requires all employers to provide workers'compensation far then employees. Pursuant to f1s statute, an employee-is defined as"...every person in the service of another under any contract of hli e, express or implied, oral or written." An employer is defined as "an individual,partnership;association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a-deceased employer, or the receiver or trastee-of an individual,partnership,association or other legal entity,employing employees. However the ovyrer of a dwelling house Navin;not more than.three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant taereto 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 conu-nonwealth 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 untii acceptablz evideuee-of.cor ipl anee :th e insurance' requirements of this chapter have been presented'to the contracting authority.." Applicants Please fi11 out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-conti-actor(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 onthe appropriateline. City or Town Officials Please be sure that the affidavit is complete*and printed legibly. The Department has provided a space at the bottom of the-affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all-locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. -A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bairn 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 c10 not hesitate to give us a call. The Department's address,telephone-and fax number:. 'C©.M.QDWWt ofMaswh=ds Dtpaxtmemt of me t al Acddmts , Office of lavestigaltons Bostan;.CIA 02111 TO. 617-727 00.0 ext 40,6 or 1-377 MASSAFE Fax#61'--727- 749 Revised 11-22.06 7 � ' r Tanis is-Liy tecattaneaq pm.,iptive F"im ed for i1Ae anal T�+a•F'amEIy Raldeattal Baildiur Bested wittt'F�'p Fels ' 24iAXfMLTM • MIN 1A911111 j tilaxing Glazing Ceiling WallER.Fyl:: r Baser 2w Slab 'NeatiaglCooting Aml(°Ja) U-value= R-valuer ' R-yalue, e� �'alj •l n`Za F Foment Ef6aeacy' . '•— - R-valuE 5701 to 6500 F flug Degree Drays' 1Z°Ja' 0.40 38 i3 19 10 8 Norm i F FL12% 0-52 30 19 -. 19 I0. •, 6 Alorasal I2% J 0.30 36 13 I9 10 Normal T 15% 0.36 31 13 23 -NIA N/A. I j 15% 0.46 36 19 19 10 6. M=ml v 15% 0.44 31 13 25 NIA' ��` U A1V8 % LYE 13% 0.32 30 19 19 ZI.O— a �14F al 032 36 • 13 21 -NIA NIA Ydotfnai�* 38°!.. Q4Z 3i 19 25.r N/A N!A~ Normal 3: l6°!° 0.42 31. 13 19 i 8 AFtTE 0.30 30 19 19 10 8 AFlTs 1, ADDRESS OF PROPERTY: o P i rz p g o r, C' 2 SQUARE FOOTAGE OF ALL EXTERIOR WALLS: -3715 3, SQUARE FOOTAGE OF ALL GLAZING: ` 4, %GLAZING AREA(#3 DIVIDED BY#2). 5. SELECT PACKAGE (Q--AA sea chart abr?ve): ; NOTE. OTEER MORE INVOLVED METHODS OF DE iT� G ENERGY REQUMEME*NTS ARE AVAILABLE. ASK.US FOR THIS MORMATION, BMDjN(2 L48PECTOR APPROVAL: YES:. 1�0; q-farrrns-flaQ3Q3a . f .FT r� YZNF 1p own of Barnstabi�.. Regulatory Services Bnxxsrh Thomas F. Geiler,Director N� Building Division Tom Perry; Building Commissioner 200 Main Street Hyannis,MA 02601 wFr�.town,barnstable,ma,us . 508-852-4038 Fax: 50.8-790-62-30 Property Over Must Complete and Sign This Section If Using A Builder I, `..am' as Owner of the ro e sub'ect . J . P P nY hereby authorize -TOVI h ��Ca to act on my behalf; in a1 Lnaers rela�re to work authorized bythis building permit application for; . N 1 cke csee) J)r.*tee, Cow -�, M q oz4 3 s (Address of Job) Li Signature of Owner Date La,ra A j 1'rnt Name r 0j;0?W!S:0'W1 q ER P UPN13SIOiJ + :332 B k 18527 Ps 243 6 04=30-2004 a. 11 2 45u QUITCLAIM DEED 1, ANN T: HOFFMANN of 50 Nickerson Drive, Cotuit, Barnstable County, Massachusetts 02635, for consideration paid, and in full consideration of$679,000.00 GRANT TO: LARA ALDEN of 21 East 22°d,Street, Apartment 8D,New.York,New York 10010 WITH QUITCLAIM COVENANTS, a certain parcel of land, together with the buildings thereon, situated at 50 Nickerson Drive, Barnstable (Cotuit), Barnstable County, Massachusetts 02635,.. NORTHERLY by land now or formerly of Tracie E. Grover and Patricia M. Avallone,246.20 feet; NORTHERLY: again by land now or formerly of Agnes D. Driscol & Alexis C. Burns, 35.00 feet; EASTERLY 1 by land now or formerly of Michael Z. & Jeanne F.Lazor, 87.16 feet; b SOUTHERLY by land now or formerly of Forrest &Madeline Daniels, 118.00 feet; SOUTHERLY again by Parcel A on said plan, 15200 feet and NORTHWESTERLY by a portion of Parcel Con said plan and land now. or formerly of Cotuit Fire District, 77.65 feet.; Said premises are shown as PARCEL B on a plan of land entitled, "Plan of Land in Barnstable (Cotuit), Massachusetts, Prepared for: Paul E. & Lisa P. Grover, Date: January 20, 2000, Scale: 1" = 30', prepared by Cape Surv., 7 Parker Road, Osterville, MA 02655", which ' plan is duly filed with the Barnstable County Registry of Deeds in Plan Book 573,Page 77. Together with°a right of way over.the twelve-foot right of way known as Nickerson.Drive ito Main Street in common with all others entitled thereto as shown on said plan. . Subject to an Easement in favor of Scott M. Grover, Trustee as set forth in the Grant of Easement recorded in Book 15169,Page 289. LAW OFFICES OF THEODOREA.SCHILLING,P.C. 1550 FALMOUTI I ROAD SUITE 10 CENTERVILLE,MA 02632 s Bk 18527 Pg 244 #33256 The above premises are subject to and have the benefit of any and all rights, rights of way, easements, reservations and restrictions of record insofar as the same may be in force and applicable. For my title, see deed of Paul E. Grover and Lisa P. Grover tome recorded with the Barnstable County Registry of Deeds in Book 15169,Page 292. WITNESS my hand and seal this _day of Drd 52004. (IV,U Ct N Ann T. Hoffmann THE STATE OF FLORIDA 2004 COUNTY OF ��1�? r ,SS. APr;t Before me, the undersigned Notary Public, personally appeared Ann T. Hoffmann, proved to me through satisfactory evidence of identification, which was a driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. A _--' • otary Public My commission expires: C. ipetlti 5140 E1 ;g C A s t, dpjtpE9� - . A:1Hoffmann.dd.doc A„�i; BARNSTABLETCOUNTYTREGISTRY OFXDEEDS Date: 04-30-2004 .9 11:45ad Ct1*: 1231 Doc*: 33254 Fee: $2>322+18 Cons: 467?POOO.00. BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 04-30-2004 So 10 45am Ctlt: 1231 DDC'r: 33256 Fee! $1648.12 Cons: $679YO00.00 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST BARNSTABLE REGISTRY OF DEEDS JOHN F.MEADE REGISTER 08/21/2007 03:57 5083855991 EJ MCGRATH INSURANCE PAGE 01 DATE ImWDDIYHYY) C CERTIFICATE OF LIABILITY INSURANCE J d OR 21 07 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER, _ ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Edward J. McGrath Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, P.O. Box 1003 Dennis MA 02638 NAIC# Phone: 508-385-2454 Fax:50B-385-5991 tINSIURER URERSAFFORDINGCOVERAGE- INSURED A: Cambridge Mutual _Fir® _19771 URER R: or, et&ca In04jS\R00 COMPanJohn S Baca URER C: Baca Corrpp INSURER D: P 0 Box 349 - E Dennis MA 02 641 INSURER E: COVERAGES THE POLICIES OF INSURANCE_LISTED arLOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.OF ISSUED ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CL•RTIFICATE MAY♦3E ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HE IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE PEEN REDUCED BY PAID CLAIMS. I TR NSR TYPE OF INSURANCE POLICY NUMBER �ABY�Imp PATE MM/DD LIMITS EACH OCCURRENCE_ $ 1000000 OENERALUABILITY S 500.00 �COMMERCIAL GENERAL LIABILITY SBP2147 642 PREMISE a o B1 . .— 'CLAIMS MADE El OCCUR MED F_XP(Any ono pereon) $SOOO A X $1151I1AS9 Owners 04/01/07 • 04/01/08 PERSONAL&AOVINJURY S 1000000 — " -- GENERAI.AGGREOATE $2000000 --• - "— PRODUCTS-COMPIOPAGG A 1000000 GF,N9.AGGREGATE LIMIT APPLIES PER; POLICY PR LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S IEa aceldenq ANYAUTO ALL OWNED AUTOS BODILY INJURY g (Po(pereon) SCHEDUI,F-DAUTO$ — - — - HIRED AUTOS BODILY INJURY $ (Per eccldont) NON-OWNF,O AUTOS PROPERTY DAMAGE S ---- — (Per eccldant) - - AUTO ONLY-EA ACCIDENT S _ OARAGS LIABILITY OTFIER THAN EA ACC S ANY AUTO AUTOONLY: AGG S EACH OCCURRENCE $ EXCESSIUMBRELLA LIABILITY —,OCCUR CLAIMS MADE AGGREGATE S 8 DEDUCTIBLE a RETENTION $ - WORKERS COMPENSATION AND ITORY llMffS _ ER _• B EMPLOYFAS'LIABILITY WC6837431 04/O1/07 04/01/08 E.L.EACHACCIOPNT. —t:LN't 0000 _ ANY PROPRIETOWPARTNERIEXECUTIVE E,1„DISEASE-EA EMPLOYEEOOO OFFICERIMEMBER EXCLUDF,D9 Ilyee,05 Hbounder E.L.DISEISE-POLICY LIMIT00 SPECIAL PROVISIONS DeIOW OTHER r.3 i BtJzLDINggS G-61500 I 'A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS C 3= f Co CERTIFICATE HOLDER CAN CD BARNT01 SHOULD ANY OF THE ABOVE DESCRIBED POLICI jS Sr.CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INaURER WILL ENDPAVOR TO MAIL 10 DAYS WRITTEN Town O;C Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO TH®LEFT,BUT FAILURE TO DO SO SMALL Building inspector. IMP09R NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 200 Main Street Hyannis MA 02601 REPRE N Ivea, AUTH 7Z ESBNTA71 E r E bra Ins nce ACORD 25(2001108,) ®ACORD CORPORATION 1988 777..77 ✓fze�amr�nanui .• , Board o6Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date.4f found return to: eg_st' Board of Building Regulations and Standards R i ration 104gg9 One Ashburton Place Rm 1301 Expiration 7/15/2008 Type individual Boston,Ma.02108 JOHN S.BACA Z John Baca PO Box 449, 29 Hayfield Rd E.Dennis,MA 02641 ` ;Deputy Administrators , Not valid without signature Re R r.ss11 . r / t!%FY/9LPlE(N2L!/BG.GLYL BOARD O�BUILDING REGULA'f ONS Licettise CON$TRUCTlON SUPERVISOR z� Number GS �0068� ;� � z ' Exprres 1 /0�1200? Tr no 67fl9 fl estncted 00 _ JOHNS BACA rc�mm i�s�aner t John Baca Construction = MA LICENSE#0685 REGISTRATION#104899 RESIDENTIAL AND COMMERCIAL CONSTRUCTION 1Designing, Buifding, Contracting OFFFICE PHONE(508)385-4190,FAX(508)385-5935. 29 HAYFIELD ROAD,P.O.BOX 449,EAST DENNIS,MA02641 August 21,2007 Town of Barnstable Building Department 200 Main Street Hyannis,MA 02601 RE: Alden Demolition 50 Nickerson Drive Cotuit,MA At this time the electrical service is still-being used... A letter from NSTAR stating that the electrical service has`been disconnected Will be issued prior to the release of the permit for demolition. John Baca Jan 05 07 03:43p P.2 giefzax�i."be'r 0/a - rl emnlvicea /=00oaol fir R"Mam APPLICATIOU,and PERMIT Fee: -� for storage tank removal and transportation to approver!tank disposal yard in accordance with the provisions of M.G.L Chapter 148, Section 38A,527 CMR 9.00,application is hereby made by: Ta+nk Owner Name(please print) .. . " I X , Address srmm • �.- smra rjo Company Name a:tP=� Co.or IndMdua!' P.tirtANN �, In R1 Address 11.t?.irt�(/- C hl t�C Add' »sr aw Signatur fo peimd Signature(if appW9 for pew) 0 IFc ertlfted O IFCI*Cedifiied O LSP.R Other r Tank Location 3(D ly Tanis Capacity(gallons) `�� s ,rade�au Substance last Stored ' Tank Dirnermions(diameter x length) Remaft. Firm lr�nsporting waste - '' OtQl� State Lie_; Hazardous waste manffesV. EP.A. TOWN OF BARNSTABLE-SOLID WASTE Appmved tank disposal rrd Tank yard Type of inert gas Tank yard address Cky or Town r nt I t'-F'i r p D i St r i C t MOO ` Q�q�� •Fsm*. Date of issue / !3U Date of expirtion ,� f 0-b Dig safe approval number. �fL-16Z- Dig Safe Toll Free Tel.Nurnber-8004224W Signature/Tide of Officer aranfing permit ka Ater rernoval(s)("Consumptive Use"fuel oil tanks exempted)send Form FP-29OR 'whZby1ocal Fire Department to Office of the State Fire Marshall UST Regulatory Compliance Unit,P.O.Box 1025,Stow,MA 01775. TnMmailonal Fire Code k lifti a 292(raged 4971 i SEP-05-2007 i EV J2:4� M KEYSPAR cNERV h ffX NU bud 4,44 OU t a r, u t �;c�asttE Y�xit:irE�t;l, MA 02664 a 2007 Judy , i'Ax.. 509-395-593S 50 Nickersoti Dr., Cot�.tit '111ia i; to conFirtii th;:re is o �iaturat g.as service to the above address.. i'�as 4.t+ti I mncd by a i'*Osentative Of Keyspan i nei gS. 1 I`You have R1Iijr C]fIG`411iTxiS, please call me at 508-760-748I S1 "mn %Meklulian Meld+w`(,)crdinator Key;spoil DAMYCOmpany F•.j 7814418721 NSTAR SUM SW3024 01:10:47 p.m. 09-20-2007 212 rSTj@J? NSTAR Electric 8 Gm Company. One NSTAR Way,Westwood,Massachusetts 02090-9230 EL EC rRIC GAS r < September 20, 2007 f Lara Alden t . 33 Woodland Avenue a Bronxville, NY 10708 ^' c c RE: 50 Nickerson Drive, Cotuit, MA i p m Dear Ms. Alden: At NSTAR,we're committed to'delivering great service. This letter serves as confirmation that the electric service to 50 Nickerson Drive, Cotuit, MA has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at 1-888-633-3797. Sincerer. K.Jo son New Customer Connects CIC/)=NewTemplete .fry r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- , Map- --= —Parcel NO t. ovqA I ,W7v c1.q 5-3 Health Division , 7 w Conservation Division - `�+ Permit# Tax Collector .,�.. 'Date issued.' - °� • � . }tom Treasurer ' i n, Application'Fee Planning Dept. Permit Fee.r ail S Date Definitive Plan Approved by,Planning Board rj V Historic-OKH Preservation/Hyannis ; Project Street Address ® Ali'G K Inc ao ri ye- �a��i Village A/�Id Owner G(-G.- IU en Address .�.� 0J00C1 Q AJ� ��On ,/ l At 1 Telephone r, /070& Permit Request Square feet: 1st floor:existing - proposed 14137 2nd floor:existing proposed /b53 Total new.30 d 'F= 0 Zoning District' Flood Plain NO - Groundwater Overlay '0 Project Valuation o Construction Type Cot Size a6�, Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. welling Type: Single Family ® Two Fam��illyoyr❑ Multi-Family(#units) Age of Existing Structure OPL Aakod /Cr"lHistoric House: 0 Yes ❑No On Old King's Highway: ❑Yes ®No --Basement Type: &Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /VO Basement Unfinished Area(sq.ft) 413 7 S5.4 Number of Baths: Full:existing new -3 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new 7 First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air. 0 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 W new size - Shed:❑existing ❑new size Other: ,_, Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ! N J Commercial ❑Ye s ®No If yes,site plan review# Current Use Snqm�r _ G��1C Proposed Use � a .j. �1C�e, �- �-' BUILDER INFORMATION Al Nam—e:5-7v v�� �a �C Ck- Telephone Number 1�5DOIII y o '" Address FC) x zlq 9 License# (vt?5- r �el)r�i-5 Home Improvement Contractor# Worker's Compensation# b 0 3 " 7�( -3/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6,0 Dennis Mtn SIGNATURE r--D"ATE`-- Y d 0- FOR OFFICIAL USE ONLY AEI j ' f MIT'NO. DATE ISSUED MAP/PARCEL NO. ADDRESS' VILLAGE t - OWNER i DATE OF INSPECTION: j FOUNDATION /Q- ®4 07� FRAME 4� y iolmex wc4 .raver-Q n4e;,r vloc-o-,s a INSULATION BIA13 m 3? o cBlG rt/ i` -� Jul FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i z FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` - 1 2-12-20rD_5 a 12 = 0Lo 0. H Town of Barnstable Regulatory Services ? anarvs AAA Thomas F.Ceiler,Director t6.1 �, Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE !(We), the undersigned, being the owner(s) of property situated at 50 Nickerson Drive, in Cotuit, MA, holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book , Page , or as Document No. , being shown on Assessors' Map 035 as Parcel 065, hereby agree,certify, warrant and represent to the Town of Barnstable that the accessory building to the residence located on the same parcel as above-described, and shown on plans drawn by Cotuit Bay Design, dated November 7, 2005 is not intended for and shall not be used as a permanent, / separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the guest cottage associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment" (as defined in Zoning Ordinances) which �1( would require application and approval of a special permit and compliance with the Family Apartment Rules and (`\J Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which I rental would be a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of 200_ TOWN OF BARNSTABLE OWNER(S) By: i . LAPh A-L,0ft\i Buil mg Commission THE COMMONWEALTH OF MASSAC14USETT BARNSTABLE COUNTY,SS Date NThen personally appeared the above-named (owner), t( ' and .J 1 made oath as to the truth of the foregoing instrument,before e. Nota Public My Commission xpires: i0 RAEGAN L. OA0 .ti'j' .•' G�.; (VOTARY PUBLIC 49 •••••••• STATE`' CON NEC,� ��•��•••,,, TATE OF GOES E ,,T1Ol3� „ura. My Corn-nitmi ..--;�..,,,,durnsa 30,2.00 BARNSTABLE REGISTRY OF DEEDS l a6Bd `•Wd69:9 90-Z-090 •`09bb OZb °a1TtAJOISO ;0 96BueM0jq jeAnq :/ig ;ueS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma-'A'. Parcel_ �S� Permit# Sgn2S Health Division �� ((ra D-A S� a Gv��5��' ' Date Issued )2) DJ Conservation Division T.���Z441,Y A6- v ���zD��� Fee - Tax Collector boye Application Fee G00 - c)0 Treasurer SEPTIC SYSTEM MUST BE - COMPLIANCE Planning Dept. rEE TM TIT gRDate Definitive Plan Approved by Planning Board n1NTAL CODE AND Historic-OKH Preservation/Hyannis i Project Street Address Q t � G�,� �" , S C.� Q� ���'�,-"^��•r �`���� d Village i7 Owner PAOA 6r/ /e Z Address � TD Telephone /✓ 3 Permit Request � C©N570,c-T Woew 1 fa&�Vodv,,t C' &;57 �aTji3�'c /(�/i/�fd-i:✓i:y� � %f>T�9'L �/e0O/N� �.�''� �'?��—,�,sevr�.u,S . 2t Square feet: 1 st for: existing proposed 2nd floor: existing proposed Total new Valuation lv Zoning District Flood Plain Groundwater Overlay Construction Type I WOW F - Lot Size c2;,619 Grandfathered: 0-Ye's-- ❑ No If yes, attach supporting documentation. Dwelling Type: Sidle Famil El Two Family ❑ Multi-Family(#units) _s ca Age of Exis g Strdbture Historic House: ❑Yes (aft On Old King's Highway: ❑Yes rEWT Basement Toe: &Full C rawl ❑Other Basement gisheQrea(sq.'- Basement Unfinished Area(sq.ft) ��IJ Number of B ths: c=? Full: e xis ng C> new Half:existing new Number of Pdrooffis: existing new _I Total Room Count(not including baths): existing 0 new First Floor Room Count - Heat Type and Fuel: BIG"as ❑Oil ❑ Electric ❑Other Central Air: Wre-s ❑ No Fireplaces: Existing © New e::7 Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing O 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 BUILDER INFORMATION Name r� L � Telephone Number �a o-54 S�i�� Address S5 b:1e;nr0.6rJha. D r-`,,.e License# C5 - ?34 &A 11}1k'C.i+v i L-L-E M A . 025AL Home Improvement Contractor# 12'9405- Worker's Compensation# Al O Lr ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , AOi C 1211k JAST-6 / 1 c. SIGNATUR DATE I�I�IC'), s FOR OFFICIAL USE ONLY PERMIT NO. - DATE ISSUED " r r , MAP/PARCEL'NO. r l ADDRESS VILLAGE OWNER .• DATE OF INSPECTION: ` FOUNDATION S t4/Jo/06 n r s �Iec�r,cr FRAME INSULATIO FIREPLACE ELECTRICAL: ROUGH— n FINAL ' rn CU } PLUMBING: ROUGH< i FINAL 0 ; j5 ' GAS: RO GHQ - FINAL° FINAL BUILDIN _ t cr DATE'CLOSED OUT si r °r ASSOCIATION PLAN NO. i r •t 0-8/14/2007 10:28 15084287517 GOTUiT" WATER DEFT PAGE 01 M Q.Atuit It're miotritt �.a .� 'water Mtpartment 4300 F'ALMOUTH ROAD, P.O. 'BOX 451 COTUiT, MASS. C12635 PHONE (508, 428.2687 FAX (509) 428=75 7 August 14, 2007 Town'of Bamstablc Building Dept. 200 Main Street Hyannis, MA 02601: RE: ALDEN—50 NICKER.SON DRIVE To Whom It May Conn�rn: 9 This con irms tha7 the watex kips been disct9 mected at 50 Nickerson Drii e Getuit Sincerely S}}.d6r.i Lea.VeT wworth Busn.ess Manager BOISE' Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\D9 BC CALCO 9.$,Design Report-US 3 spans No cantilevers 0/12 slope Wednesday,August 15,2007 09:27 Build 91 File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden_ Description: 2nd Floor\D9 Address: jj�csonbrri Specifier: be City, State,Zip: Cotuit, Ma Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1040 Misc: rur fiw 06-04-00 07-04-00 0 06-04-00 BO,3-1/2" B1,3-1/2" B2,3-1/2" B3,3-1/2" LL 903 Ibs LL 2389 Ibs LL 2389 Ibs LL 903 Ibs DL 277 Ibs DL 816 Ibs DL 816 Ibs DL 277 Ibs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load(deck) Unf.Area(psf) Left 00-00-00 20-00-00 60 20 05-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1441 ft-Ibs 10.3% 100% 14 3- Internal be verified by anyone who would rely on Neg. Moment -2047 ft-Ibs 14.7% 100% 20 2-Right output as evidence of suitability for End Shear 737 Ibs 11.7% 100% 14 1 -Left particular application.Output here based Cont. Shear 1236 Ibs 19.6% 100% 20 2-Right on building code-accepted design Total Load Defl. U4067 0.022" 5.9% 16 2 properties and analysis methods. ( ) Installation of BOISE engineered wood Live Load Defl. U4644 (0.019") 7.8% 16 2 products must be in accordance with Total Neg. Defl. -0.009" 1.8% 14 2 current Installation Guide and applicable Max Defl. 0.022" 2.2% 16 2 building codes.To obtain Installation Guide Span/Depth 9.3 n/a 0 2 or ask questions,please call (888)234-0056 before installation. %Allow %Allow BC CALCO, BC FRAMER@,AJSTM' Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD M, BCIO, BO Post 3-1/2"x 3-1/2" 1180 Ibs n/a 12.8% Unspecified BOISE GLULAMTM SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" 3205 Ibs n/a 34.9% Unspecified SYSTEMS,VERSA-LAM@,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 3205 Ibs n/a 34.9% Unspecified PLUS@,VERSA-RIM@, B3 Post 3-1/2"x 3-1/2" 1180 Ibs n/a 12.8% Unspecified VERSA-STRANDO,VERSA-STUDO are P trademarks of Boise Wood Products, L.L.C. Cautions Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1 BOISE- Single 11-7/8" BCI® 60s-2.0 SP JoistAst Floor\D7 BC CA,LCO 9.5rDesign Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday,August 15,2007 09:27 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 1 st Floor\D7 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1336 Misc: 19-09-08 13-03-00 80,4-1/2" B1,5-1/2" B2,2-3/4" LL 458 Ibs LL 1121 Ibs LL 322 Ibs DL 109 Ibs DL 280 Ibs DL 52 Ibs Total Horizontal Product Length=33-00-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 33-00-08 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2241 ft-Ibs 35.9% 100% 14 1 -Internal be verified by anyone who would rely on Neg. Moment -2467 ft-Ibs 39.6% 100% 1 1 -Right output as evidence of suitability for End Reaction 542 Ibs 36.1% 100% 14 1 -Left particular application.Output here based Int. Reaction 1371 Ibs 38.6% 100% 1 1 -Right on building code-accepted design Cont. Shear 761 Ibs 41.7% 100% 1 1 -Right properties and analysis methods. 9 Installation of BOISE engineered wood Uplift 64 Ibs n/a 14 2-Right products must be in accordance with Total Load Defl. U820(0.285") 29.3% 14 1 current Installation Guide and applicable Live Load Defl. U993(0.236") 48.4% 14 1 building codes.To obtain Installation Guide Total Neg. Defl. -0.056" 11.2% 14 2 or ask questions,please call (888)234-0056 before installation. Max Defl. 0.285" 28.5% 14 1 Span/Depth 19.7 n/a 0 1 BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD-,BCI@, %Allow %Allow BOISE GLULAMTM,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEMS,VERSA-LAM@,VERSA-RIM BO Wall/Plate 4-1/2"x 2-5/16" 567 Ibs n/a n/a Unspecified PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are B1 Beam 5-1/2"x 2-5/16" 1401 Ibs 25.9% n/a Spruce-Pine-Fir trademarks of Boise Wood Products, B2 Beam 2-3/4"x 2-5/16" 374 Ibs 13.8% n/a Spruce-Pine-Fir L.L.C. Cautions Uplift of 64 Ibs found at span 2-Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 noiSE- Single 11-7/8" BCI® 60s-2.0 SP Joist\1st Floor\D8 BC CALCO 9.61 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday,August 15,2007 09:27 Build 91 16"OCS I Repetitive Glued&nailed construction I File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 1st Floor\D8 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1336 Misc: 16-02-04 07-06-04 BO,2-3/4" B1,5-1/2" B2,6-1/2" LL 403 Ibs LL 995 Ibs LL 200 Ibs DL 99 Ibs DL 249 Ibs DL 0 Ibs Total Horizontal Product Length=25-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 25-08-08 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1814 ft-Ibs 29.1% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -2064 ft-Ibs 33.1% 100% 1 1 -Right output as evidence of suitability for End Reaction 487 Ibs 35.2% 100% 14 1 -Left particular application.Output here based Int. Reaction 1213 Ibs 34.2% 100% 1 1 -Right on building code-accepted design 0 o properties and analysis methods. Cont. Shear 700 Ibs 38.4/0 100/0 1 1 -Right Installation of BOISE engineered wood Uplift 226 Ibs n/a 14 2-Right products must be in accordance with Total Load Defl. L/1108 (0.195") 21.7% 14 1 current Installation Guide and applicable Live Load Defl. L11374(0.158") 34.9% 14 1 building codes.To obtain Installation Guide Total Neg. Defl. -0.019" 3.8% 14 2 or ask questions,please call Max Defl. 0.195" 19.5% 14 1 (888)234-0056 before installation. Span/Depth 18.2 n/a 0 1 BC CALCO,BC FRAMER@,AJS-, ALLJOISTO, BC RIM BOARDTM, BCI&, %Allow %Allow BOISE GLULAM-,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM@,VERSA-LAM@,VERSA-RIM BO Beam 2-3/4"x 2-5/16" 502 Ibs 18.6% n/a Spruce-Pine-Fir PLUS@,VERSA-RIM@, 61 Beam 5-1/2"x 2-5/16" 1243 Ibs 23.0% n/a Spruce-Pine-Fir VERSA-STRAND@,VERSA-STUD@ are P trademarks of Boise Wood Products, B2 Wall/Plate 6-1/2"x 2-5/16" 200 Ibs n/a n/a Unspecified L.L.C. Cautions Uplift of 226 Ibs found at span 2-Right. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE, Single 11-7/8" BCI® 60s-2.0 SP JoistUnd Floor\D1 BC C4kLC®91 Design Report-US 3 spans I No cantilevers 1 0/12 slope Wednesday,August 15,2007 09:27 Build 91 16"OCS Repetitive Glued&nailed construction File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 2nd Floor\D1 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1336 Misc: r � 01 18-03-08 07-07-00 12-06-10 BO, 1-3/4" B1,5-1/2" B2,3-1/2" B3,4-3/8" LL 407 Ibs LL 1029 Ibs LL 693 Ibs LL 316 Ibs DL 100 Ibs DL 232 Ibs DL 104 Ibs DL 76 Ibs Total Horizontal Product Length=38-05-02 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 38-05-02 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1891 ft-Ibs 30.3%. 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -2103 ft-Ibs 33.7% 100% 18 1 -Right output as evidence of suitability for End Reaction 497 Ibs 40.6% 100% 14 1 -Left particular application.Output here based Int. Reaction 1231 Ibs 34.7% 100% 18 1 -Right on building code-accepted design Cont. Shear 707 Ibs 38.8% 100% 18 1 -Right properties and analysis methods. 9 Installation of BOISE engineered wood Total Load Defl. U1042(0.21") 23.0% 14 1 products must be in accordance with Live Load Defl. U1292(0.169") 37.1% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.026" 5.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.21" 21.0% 14 1 or ask questions,please call Span/Depth 18.4 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJSTM', %Allow %Allow ALLJOIST®, BC RIM BOARD-,BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT1,SIMPLE FRAMING BO Beam 1-3/4"x 2-5/16" 507 Ibs 16.7% n/a Versa-Lam 2.0 SYSTEM®,VERSA-LAM®,VERSA-RIM 61 Wall/Plate 5-1/2"x 2-5/16" 1261 lbs n/a n/a Unspecified PLUS®,VERSA-RIM®, B2 Wall/Plate 3-1/2"x 2-5/16" 796 Ibs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are P trademarks of Boise Wood Products, B3 Wall/Plate 4-3/8"x 2-5/16" 392 Ibs n/a n/a Unspecified L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE- Single 11-7/8" BCI® 6Os-2.0 SP JoistUnd Floor\D2 BC CALC®945 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday,August 15, 2007 09:27 Build 91 16"OCS Repetitive Glued&nailed construction File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 2nd Floor\D2 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1336 Misc: 13-04-10 18-05-02 BO,4-3/8" B1,3-1/2" B2,4-3/8" LL 328 Ibs LL 1063 Ibs LL 429 Ibs DL 58 Ibs DL 266 Ibs DL 101 Ibs Total Horizontal Product Length=31-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 31-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1952 ft-Ibs 31.3% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -2191 ft-Ibs 35.1% 100% 1 1 -Right output as evidence of suitability for End Reaction 505 Ibs 33.7% 100% 16 2-Right particular application.Output here based Int. Reaction 1310 Ibs 45.2% 100% 1 2-Left on building code-accepted design Cont. Shear 716 lbs 39.2% 100% 1 2-Left properties and analysis methods. Installation of BOISE engineered wood Uplift 40 Ibs n/a 16 1 -Left products must be in accordance with Total Load Defl. U992 (0.219") 24.2% 16 2 current Installation Guide and applicable Live Load Defl. U1194(0.182") 40.2% 16 2 building codes.To obtain Installation Guide Total Neg. Defl. -0.045" 9.1% 16 1 or ask questions,please call Max Defl. 0.219" 21.9% 16 2 (888)234-0056 before installation. Span/Depth 18.3 n/a 0 2 BC CALC®, BC FRAMER®,AJSTA°, ALLJOIST®,BC RIM BOARDTM, BCI®, %Allow %Allow BOISE GLULAM-,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO Wall/Plate 4-3/8"x 2-5/16" 386 Ibs n/a n/a Unspecified PLUS®,VERSA-RIMS, 61 Wall/Plate 3-1/2"x 2-5/16" 1329 Ibs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD®are P trademarks of Boise Wood Products, B2 Wall/Plate 4-3/8"x 2-5/16" 530 Ibs n/a n/a Unspecified L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOiSE Single 11-7/8 BCI® 60s-2.0 SP JoistUnd Floor\D:3 BC CALC®9.6 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday,August 15,2007 09:27 Build 91 16"OCS I Repetitive Glued&nailed construction File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 2nd Floor\D3 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1336 Misc: 1 1 H 20-00-14 13-03-02 BO,3-1/2" B1,3-1/2" 62, 1-3/4" ILL 462 Ibs ILL 1139 Ibs LL 320 Ibs DL 110 Ibs DL 285 Ibs DL 50 Ibs Total Horizontal Product Length=33-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 33-04-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2323 ft-Ibs 37.3% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -2552 ft-Ibs 40.9% 100% 1 1 -Right output as evidence of suitability for End Reaction 552 Ibs 36.8% 100% 14 1 - Left particular application.Output here based Int. Reaction 1404 Ibs 48.4% 100% 1 1 -Right on building code-accepted design 0 o properties and analysis methods. Cont. Shear 781 Ibs 42.8/0 100/0 1 1 -Right Installation of BOISE engineered wood Uplift 70 Ibs n/a 14 2-Right products must be in accordance with Total Load Defl. L/780(0.306") 30.8% 14 1 current Installation Guide and applicable Live Load Defl. U945(0.252") 50.8% 14 1 building codes.To obtain Installation Guide Total Neg. Defl. -0.059" 11.9% 14 2 or ask questions,please call Max Defl. 0.306" 30.6% 14 1 (888)234-0056 before installation. Span/Depth 20.1 n/a 0 1 BC CALC®, BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARDTM, BCI®, %Allow %Allow BOISE GLULAMT"^ SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO Beam 3-1/2"x 2-5/16" 571 Ibs 9.4% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, B1 Beam 3-1/2"x 2-5/16" 1423 Ibs 23.4% n/a Versa-Lam 2.0 VERSA-STRAND VERSA-STUD®are trademarks of BoisS e Wood Products, B2 Wall/Plate 1-3/4"x 2-5/16" 371 Ibs n/a n/a Unspecified L.L.C. Cautions Uplift of 70 Ibs found at span 2-Right. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L1480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE' Single 9-1/2" AJSTm 20 MSR JoistUnd FloorlD4 BC CALCO%5 Design Report-US 1 span I No cantilevers 0/12 slope Wednesday,August 15,2007 09:27 Build 91 16"OCS Repetitive Glued&nailed construction ' File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: Deck Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1144 Misc: p y��ryi✓ j / ;.Aw ft i; "� • , .R ,.,,. ✓/,r/ri/r%„�irir.,rrlr� •�„�✓ 0�ir.,•, r. :.' a d s :,z ;.,., a "�.' 09-07-06 BO B1 LL 385 Ibs LL 385 Ibs DL 128 Ibs DL 128 Ibs Total Horizontal Product Length=09-07-06 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 09-07-06 60 20 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1180 ft-Ibs 34.7% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 495 Ibs 41.1% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U1235(0.091") 19.4% 1 1 particular application.Output here based Live Load Defl. U1647(0.069") 29.2% 1 1 on building code-accepted design Max Defl. 0.091" 9.1% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Hanger Load 2"x 2-1/2" 513 Ibs 54.0% n/a IUT310 (888)234-0056 before installation. B1 Hanger Load 2"x 2-1/2" 513 Ibs 66.2% n/a IUT310 BC CALCO, BC FRAMER@,AJS-, ALLJOISTO, BC RIM BOARD-,BCIO, Cautions BOISE GLULAM- SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Header for the hanger IUT310 at BO is a Single 3-1/2"x 9-1/2"VERSA-LAM@ 2.0 3100 SP. PLUS@,VERSA-RIM@, Hanger IUT310 requires 8 1 Od face nails,2 1 Od x 1-1/2"joist nails. VERSA-STRAND@,VERSA-STUD@ are Header for the hanger IUT310 at B1 is a Single 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. trademarks of Boise Wood Products, Hanger IUT310 requires 8 1 Od x 1-1/2"face nails,2 1 Od x 1-1/2"joist nails. L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE, Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamUnd FloorlD5 BC Q, LC®916 Design Report-US 1 span No cantilevers 0/12 slope Wednesday,August 15, 2007 09:27 Build 91 File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 2nd Floor\D5 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 3 1 % �i Sri/,!/ 08-07-00 BO,3-1/2" B1,3-1/2" LL 1001 Ibs LL 1001 Ibs DL 1535 Ibs DL 1535 Ibs SL 1416 Ibs SL 1416 Ibs Total Horizontal Product Length=08-07-00 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 08-07-00 40 10 01-04-00 2 Wall Unf. Lin. (plf) Left 00-00-00 08-07-00 . 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 08-07-00 20 10 09-00-00 4 roof Unf.Area(psf) Left 00-00-00 08-07-00 15 30 11=00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7600 ft-Ibs 47.4% 115% 13 1 - Internal be verified by anyone who would rely on End Shear 2955 Ibs 40.7% 115% 2 1 - Left output as evidence of suitability for Total Load Defl. U540(0.181") 44.5% 2 1 particular application.Output here based Live Load Defl. U883 (0.11") 40.8% 2 1 on building code-accepted design Max Defl. 0.181" 18.1% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 3953 Ibs n/a 43.0% Unspecified (888)234 0056 before installation. B1 Post 3-1/2"x 3-1/2" 3953 Ibs n/a 43.0% Unspecified BC CALCO, BC FRAMER®,AJST°", ALLJOISTO,BC RIM BOARD-, BCI®, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �I b d a c i a minimum=2" c=5-1/2" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 -Y e - BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd Floor\D6 BC CALCO 9% Design Report-US 1 span I No cantilevers 0/12 slope Wednesday,August 15,2007 09:27 Build 91 ' File Name: Baca Arrighti Alden.BCC Job Name: Arrighi Alden Description: 2nd Floor\D6 Address: 50 Nickerson Drive Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: John Baca Company: Shepley Wood Products Code reports: ESR-1040 Misc: I : I: i 1 1: 1: !: i: ;: ==T I :: ;: : I I FF 2 1 „s -d/Ni 12-07-00 BO,3-1/2" B1,3-1/2" ILL 2223 Ibs LL 2223 Ibs DL 1830 Ibs DL 1830 Ibs SL 252 Ibs SL 252 Ibs Total Horizontal Product Length=12-07-00 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 12-07-00 40 10 01-04-00 2 deck Unf.Area(psf) Left 00-00-00 12-07-00 60 20 05-00-00 3 gable Trapezoidal (plf) Left 00-00-00 0 120 n/a 06-03-08 0 160 n/a 4 gable Trapezoidal(plf) Left 06-03-08 0 160 n/a 12-07-00 0 120 n/a 5 roof Unf.Area(psf) Left 00-00-00 12-07-00 15 30 01-04-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 11970 ft-Ibs 37.5% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 3248 Ibs 27.4% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U635 (0.229") 37.8% 2 1 particular application.Output here based Live Load Defl. U1115(0.131") 32.3% 13 1 on building code-accepted design Max Defl. 0.229" 22.9% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 4305 Ibs n/a 31.2% Unspecified (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 4305 Ibs n/a 31.2% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD-,BCIO, Notes BOISE GLULAMT"' SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM@, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD®are Design meets arbitrary (1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Coonnection Diagram -t b f d a • . • o � o c 0 e 0 0 0. a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 SMOKE DETECTORS REVIEWED m c mrwes 6 A4 ,Em xEo e e,F v�un B suss 6 NG DEPT. DATE ¢ v1 p¢o 6 N BL BUILDI � w� . ———————— sm--- —---- -- s ti BATH — zc.sr ar�q�g e (a FIRE DEPARTMENT DATE 14 m3w.T. BATH SIGNATURES ARE REQUIRED FOR PERMITTING E wn.ti L'DRY 5 ce a o n xc.sr C] �U a o BEDROOM a A di O (VAMMC8LPWM LOFTS 0. _ I F I W.I.C. ------- - 1----- ------ --- o WINDOW SCHEDULE A4 A4 O F-+ a r-� sa as TyP MANUFACTURER'S UNIT I ROUGH OPENING REMARKS ANDERSEN WDH 2446 2'-61/8•x4'_91/4• WOODWRIGHT DOUBLEHUNG SECOND FLOOR PLAN B WDH VERIFY WINDOWS WITH O WOODRO GH OPENINGS NOTECONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS C— WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS F- z > GtEmeRm A A4 p q A A - od - � z _ (� �eN�ENE GENERAL NOTES: (� Q °1nTH'v' + - 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS � � 1s1 &DIMENSIONS IN THE FIELD PATIO 2.) x Ieu1e81M+E1 CONTRACTOR TO VERIFY MATERIALS,DETAILS& so zd rt FINISHES IN THE FIELD WITH OWNER QV+ - 'PiBe' 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT C14 Z A —E W FIRST FLOOR TO BE V-1 V ABOVE SUBFLOOR W 4.) VERIFY ALL PATIOS,STAIRS,RETAINING WALLS IN z a � - 6 LIVING THE FIELD W/OWNERS A eoow °m - SCALE: �VR LIBRARY eu T n e snu m r _ DATE: aR a 11/7/2005 b FIRST FLOOR PLAN . air FIRST FLOOR =720 S.F. meses'+swEn sNAuee ronFt®o=ANr SECOND FLOOR =72D S.F. em+oas an ommasusAae rouemoN —A.—. �lAS9 aIEMPHiE9 A A B' xto:se sNAwwss rosaarae DRAWING NO.: I. A A A � CON9TfNCIION.THE&1i1DINO0�NiPPGfdi /� 1 A4 A4 wesNAvnxs�cormmucnrni� 1 ©SMOKE DETECTOR ssw�ceswmwur+romvwsn� cesmNen ov ANr enaarssaswssas . znv n.'+. mere auvness,wesaar wnmsus� r %V r4 1NESEOFAWN(i6 NEOW1R11@WPoUREN ' COM6ENfOFT11E pE&GNEIt R�/v a s vpp• m - � iB 2 �eoaF'csBvuFli:i�� � Z v R@ d �¢N 0 E5 . • ' SEOPNO ROOF a BROOR Fri FlRST BOON .. FlBEZE aovms I I I � E—N �' W _ TOP OF SLAB • - .TOP OF RATE Cyr____________________�J� r m m m L EAST ELEVATION06 LFO� Q . BUBFLOOP a a W Q o r {. IOPOF RAZE 6� T1� - �•� fAPh0t0 9 TW.lW1ERUelE - Lo I�H (SFE OETAIV . 6T ROOR , �. SCALE: m ii ' I I DATE a I I 11/7/2005 f. IVRCK 1Rz8'REO FlNISN GRAOEVNBEB I I cEnnR cvseon+osuNc (VEP6Y wFlF�.q I I JOB NO,— I I ALD Tov_oF woe- I I ---------- SOUTH ELEVATION �� _ m z �m m Boiao`s°vu—i.o R- Q C7 QN • SUBAHF fin- O Q z mN�— m EclUN Fm ro SECOND FLOM - UBFLOON_ - - TOPOF PUTS • w p TYP WgTERFN@E . _ e - f�RST FLOOR CONE.RIOGEVBR SUe__ . e ROOF 819ND1E9 - 00 FRIEZE BONm3x3 l � . TOP OF PUTSIMI 1EEll 1EAR: I I I I - O WEST ELEVATION z o sEDD�FDDR W w U, TOP OF MTE 1 Q / �W.^.9RNGLE9dN0 U . roaPraNm � ¢' .�Tsaxe t �i �RNaieoums • /� 1n .. -PLOOR SCALE: . ' = I/If=Y-0" _ I I RMSN Dw,Devu�s DATE: .I I venue sia�a pwTws` - - 11/7/2005 • I I TYPIGLID':eR® ... JOB NO.: I I AID ` IOP OFbIAB _— ——-------- ------ DRAWING NO.: C� 7 . NORTH ELEVATION . Cuu� rrn�11 i j: q upilill e Aa z Co m�mE �'nNcl�54H3 �"m U1 m FULL ar. MECHANICAL/ �iv�v' PATIO I BASEMENT STORAGE k 10WEBT 0 gl JW`y �1RR010�5P/iGEG PER IMBSVb'T�A,E . a 60• M9 ME MP@mIX'Ay . b d `$ EASEMENT PLAN --- Q U,eo ------------------------------- ------------ o. .Ir---- A ,v c�Rn wwmamR I I B w,u�F—ocAm - - I I tp T s2sP F� I Q Fmnneoa I �I ---- -- n '_. 0 iR FlElO) I ----- - dS I - -- - - - - - - - - - z zz p,� ` I ,)ITENGBR'ERmFLOORJ0151E I II I FULL I Q x I PATIO I I I U BASEMEN I I W 1I j 1/4'=F-0' I II - I DATE: 11/7/2005 I I IL--- —1 — — — ------ — — — — — JOB NO.: AID -------- -------- ---------- ------ --- p B d DRAWING NO.: oa �� FOUNDATION PLAN A4 . - crner.awcEVENr mm k6�'(0•P/G(1pr.) 2z61®16•a PARaLLAM RIOGESEPAI PEOVE F-' tT TYPICAL ROOF CONST. b `"^°m r TYPICAL ROOF CONST. Q v¢N / z;i1�Pi�sP�'w`ram � �Oa a rswRLroR aEo e[naeaooFslm aes Q W CC . �-t to ¢sP,tami apart asuurwx®FUT auacs � �� . � � �to - I r.ziuw��eonno wsuurroM®soPFacouMcs Q ¢W z+wwwcwlEcuPsarAuaalTERs W aOW. ttv.1?GTP.bGu+o a p�rers"swFu ar borlae sPOF aoOF O•®16ee ONlzbbllUPRNO 6 PAVEMf VEN11(AOON ORUlESflW£Di RAFTRt9 0 F�pW.� • FtF ar+e � yMpsRa{I2.5(r(P:) ®tP•G � S�xr�cV - SrM.APA•It+ TOPOPPUTE roP OFPUTs W pm¢Co BEDROOM LOFT m _ BATH m `' M ti os®IP•F srrraG e �.. 1r1 GYP.SO r a PLYWOOD SIwfLD00. _ - - 6EGOND RDOR N GWEDbY1M® �RaDR _ _ ' SUSFIOOR • - . t I1]A1'ENGINFEREOJdbfS®iP• JL Z3o - FRA - rJ 11]fB ENGINFEREO Mbiib®1Pnc roPOP Y -sue 1eRF TYP.WALL CONST. w ® ��J TYP.WALL CONST. TW esruos®1 - 9 � h ' ie�ja t»�san. N^ + i_____ r aor: urr crPsuM waRo _ LIBRARY BATH - LIVING2 m q L L L1/''IYP.P.T WT60uEE 6FE warEA RRbf RAOR SEE WA1Ri /,GLUED IHMr� 3 2�2 RSTRDOR F�•�1 IK E.y TASTE OEfM _ SUSFIOOR TASTE DEfNL �/yy G>¢Fa18 USFIOOR tJ tt]IP ENG(NEEHEDALbfb®tP•F 11)IS•ERW� LSIS®16 • - u .T.2z�RLL WlSEAll3t1 W P RICbj flaTrllanON R1f��� R O ✓,TYP� FPR ANND.WNS b ' FULL ----- J MECHANICAL/ BASEMENT s�r¢w L STORAGE � D— Z . SGL aft(TYP•) - _ 4 coNc sub O TOP OFS - L7 TOPOF U J� � .. - CDNG FOOIWOS� od SRIWOIM..W11W1t(R•tR 2zetd:Y '^ Z Z Vl B SECTION @ LIVING . W Q O A SECTION @ LIBRARY/BATH A4 Q W J . - _ '- W Q p • " we aaWGLFs - , w.c RRNGIEs •-� � . '• LFa[I f1Ab1R1O 1, LEAD FIASNWG . - SCALE: TARE FORM- FORM TARE ppj4l.F+ r C�YP) a suLa+ovw c(A.sslcu nwm DATE: r w euoL n 11/7/2005 . GU➢BO .. - ' GONG FOUtID.Wall .IOB NO.: DRA W NO.: WATER TABLE DETAIL - WATER TABLE DETAIL �� SCALE:11Z'=T-W SCALE:11T=T-0' - » A B A A4 XE rJ � z mew- 3 4 _ _ 4 xf2Ri BMRD _ PM_NIAM RIIX;EOFAM _ 4 (/) Fmcn I - ' n I A4 ROOF FRAMING PLAN ¢ NOTES: O 1.)ALL ROOF RAFTERS TO BE 2 x 19s _ - UNLESS OTHERWISE NOTED ' 2.)USE SIMPSON H 2.5 HURRICANE CUPS - F•+-r - AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT 0 asa VERIFY _ A B Q A4 A4 r 06 z w0 rW0 � U zap rT11 I I .1-1 1—7 s< SCALE: -1/4'=1.-0. DATE: 11/7/2005 i - JOB NO.: ALD DRAWING NO. SECOND A4 qq V SECOND FLOOR FRAMING PLAN A A�4 CQ = "I lr�l 9�, m�N'»igt�i°o�a NO s24N NO WoO z m�nm ' .. ' 2v�N . sEcoNo RR,OR ILD e ' .. - wATEMaRE . ^ RRSTROOK L'OM.RIOOEVplr \ 6U§MM Fly . NNINGWNL SETOND°W� O rr1F�� Fri' od .. OND � � m � v •_ b " ORo mCETMR T � 1 . • -RETNWNO WNL �� �� RETNMNG TOP OF SVB � � v 6TNR3 UP ' FRI TOP OFRATE I I I f O � � - WEST ELEVATION w w z a° p we �a«a U RRsrFmoN _ SCALE:- .. SPOOR 1/4' ,TRO�u,rr,cRFO - `, °u _ DATE: R ORN,EVNaa=s FM m 11/7/2005 4 JOB NO. I Rµ LNMNGL� TOP OF OUNO ALD I 1 RETNraNG�� - DRAWING NO.: _I I �'Pu� Tor of nAa ________________ ____________ A� NORTH ELEVATION ��� REVISED.12/1/20 oa . - Fo� //� nrtos wti.aoproi / z0 . / t• piUxE v, �Q N La BLcL S1— . FmN"o m G] Q —NO Rma weRoors - rov of vuTE on. CONf NWEVENF _ FIRST FIDOIt ' - SURRODR � • DR°1RED� I I I I O 0.0OF SNiNOtFb II II Q C tipFASO4ila6 � I I I ' mlEg pouros I' TodR BS -- ------- - ---- I JI Tot-"_ — — - — —E ] r. Z > 4 m m m m EEIN EAST ELEVATION Ov Q of m SECOND R000. +" z z STIBROOR � _ TOPOF PtwTE W«�wNGtE SItlNp W Q ,Oy RNERpD,Vm.4 �/ U m LOWER LEVEL PERIMETER DIMENSION=112 LINEAR FEET 51%SOIL COVERAGE=57 LINEAR FEET Trv.w nmE AREA COVERED BY SOIL W c) ' _ I�EDETwV A ION:2M FEET Z.A Lo SOUTH ELEVATION:16'FULL HEIGHT WALL&19 OF 3'HEIGHT WALL F B� NORTH ELEVATION:1V FULL HEIGHT WALL&19 OF 3'HEIGHT WA4 SCALE: Tmlc,ulrris REn m I I TOTAL SOIL COVERAGE 1/4"=1'-0" . T�oruecuvpoarosoum `" I ( �UNEARFEET NE wE.T 3 FOOT HIGH WALLS:36 LINEAR FEET m I I DATE To DF FDWID I I 11/7/2005 I � b RETmwNO WI1L , JOB NO.: VER6YH E� ALD II ---------------------------------------- TOG OFsup I I L JJ DRAWING NO.: _ +pa E_�3 SOUTH ELEVATIONpd A2 REVISED,12/1/2005 1 { �ttl� �t4S �GlP�as�-� I P-yv\ 05/1.6/2.007 10:1.5 FAX 203 61.82052 GR ENWICH CAPITAL �' 'rzool Town of Barnstable. �. . �� Regulatory Services 2007 MAY 16 AM 10: 41 �a usrmz,�ax E Thomas V,Gtiler,Director o &7lf Lr-7 D;AV3.FJ..Oq. iumferry, $uil,diu;Comusimlouer 230,matt s reet, Hyjanr ie,.0,926C 1 vv ww.to Y�,b a,=table.mx"us j 508-962--038 Property Owner Must Complete and Sign This Section if VSing A Bonder cif the ztwj4:t prGp;�r� asereo aut'rorise ____- ._�Ur_Or tc actor, ry _h in all ri2l.en lative'eo work aa'hx,i1:,:e6 b -tEs per biilc' t�ane �(Adesess of j6) S gza? 7e of C};mcr _ Dare T I Pr�:it Na�L� TOWN.OF BARNSTABLE BUILDING PERMIT APPLICATION Map V� Parcel Application# Health Division - Conservation Division Permit# a Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board KH-Historic • • Preservation/Hyannis Project Street Address J'� � 0 i4 -,J(�f S cin I(% to Village 1 Owner 41de4 Address km fi-1/,-P— Telephone +rO n X Je I Permit Request UCL/YVC:L� J 2a,—h, Square feet: 1 st floor:existing proposed 2nd floor:existing _ proposed . Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Cl 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 �— BUILDER INFORMATION Name_ `J 0-hy,) cSr �aCC_ Telephone Number Address ejc•kbCCcl License# (0 Home Improvement Contractor# 0 yp 9 c/ Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOU`/� >C G� SIGNATURE DATE // 6 - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. F r r ADDRESS' VILLAGE OWNER DATE OF INSPECTION: FOUNDATION p � FRAME INSULATION r FIREPLACE } ELECTRICAL: ROUGH FINAL g PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 3 06/05/2007 14:35 FAX 203 6132052 GREENWICH CAPTTAL zoos # f`i OF' BAr.NS ABLE 2007 JUM -5 PM 3: 18 FACSIMILE TRANSMISSION COVER .SHEET DIVISION To the { ; Attention of: Barnstable Building Inspector . Fax Number.- 508.790.6230 From: Lara Alden Phone: 9,14.337.4381 / 917.907.0578 Fax:203.422.4204 Date: June 5, 2007 Number of Pages including Cover: 1. Please remove Kendall &Welch as the designated General Contractor on the building permit for 50B Nickerson Lane in Cotuit. We are working with John Baca as our GC to . obtain a final certificate of occupancy. Please call if there are any questions. Thank You. Lara Alden The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ,--"-b n �. 46 c,_ Address: DX �P City/State/Zip: - Den r t 3 Mo Phone.#: ,63 3 fs--Yl 9 0 Are'you,an employer?Check the appropriate boa: Type of project(required):, 1.® I am a employer with 1 4..❑ I am a general contractor and I employees(full and/or part-.time).** have hired the sub-contractors 6. .'�New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in an capacity. employees and have workers' Y P h'• 9: ❑ Building addition [No workers' comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then 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. cc Insurance Company Name: S �. Of �J d �� �{/l�G/�/G. �e T (S— Policy#or Self-ins. Lic.#: b 8 3 — 7 q—31 Expiration Date: 8 . --CJ JOY—) City/State/Zip: e� )h&,. A odCo3 Job Site Site Address: Ni Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi der Ithpains and penalties of perjury that the information provided above is true and correct. Signature: Q Date: Phone#: CJ J S'q 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#: rt Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,'§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall complianceeifiter-irAe any eentrart for.the pe,449miame bf pohc work u"!acceptable evidence of with the insuraince, requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their, self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture-- (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston,MA 02.111 Tel. # 617-727-4900 ext 406 or.1-877-MASSAFE Fax#617-727-7749 Revised 11-22-06 www.mass.gov/dia 91te6I� y Board of Building Regula ions and Standards One Ashburton Place Room 1301' MU Boston, Massachusetts 02108 Home Improvement,Contractor'Registration Registration: 104899 Type: individual Expiration: 7/15/2008 JOHN S. BACA . : . John Baca PO Box 449, 29 Hayfield Rd = E. Dennis, MA 02641 Update Address and return card.Mark reason for change. BPS-CA1 1; 50M-W06-PC8490 E] Address . Renewal Employment E] Lost Card Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Regrstrat�on �p4ggg One Ashburton Place Rm 1301 Exprration 7/15/2008 Boston,Ma.02108 Type Individual JOHNS.BACA John Baca PO Box 449, 29 Hayfield Rd ...� E.Dennis,MA 02641 Deputy Administrator - of valid without signatare Board of- Buildin a ulations One Ashburton P ace, m 130:1.: .. Boston,`'Ma 02108-1618' ` License.. CONSTRUCTION SUPERVISOR LICENSE Number: CS 000685 Expires: 10/07/2007 Restricted To: 00 JOHN S BACA PO BOX 449 E DENNIS, MA 02641 Tr.no: 6709.0 i — for rec and change address notification. Keep top eipt tinge of DPS CAi as 50M-04/OS PC8698 ',. " v >_'` •` - ,ems::. - hL�T/7�J116°YLL(H.WUYr'(l�l�l�(.AIfJG/dif1,L( 60ARD':OF BUILDING R£GUlATlO'�lS - 1_rcense CONST71 RUCTION SUPERVISOF2 { Numt�er ES 000685 ' s ` �. � . ,�. Eupires 191072007 Tr no .67090 , 05/16/2007 10:16 FAX 203 6182052 GREENWIC4'CAPITAL ' fm 001 s*s T% REPORTS TRANSMISSION OR �` r T%/R% NO 2172 _ t CONNECTION .TEL 915087906230 CONNECTION ID t• 1 ST. TIME g 05/16 10:15 ` USAGE T . PGS. SENT RESULT 'OK i Town°of Barnstable. Regulatory Services # = Thom"F.Gralei,Director j Bu-ld!lg DlyWo ' Tom Perrp, BuUding Commissioner. t 200 Wia.Stmu� Hyannis,MA,M601. • www.tcwn.6arnstabie.ma us office: 508-862-4038.. i 1e=- 50$a90-6230 w , . . . Pzti e I p rty Owner Must ,w .Complete and Sign This Section If Using ABuil&rf° 1 I,_r�:.f� f�tl-D ,as Owner of the sabject property s herebyauthorize _JQfW to ad on iu�beha�f in all matters relative wym&authorized bythis liiin&g pertnzt app'ii&*4 for (Address of job Dam igu t in.of Owner P16rr , - ,..fit.•yn. .:r .. • Town of Barnstable Regulatory Services MAM $' Thomas F.Geiler,Director Building Division tFp.Mpl► _. _. _ Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 :'Fax: 508-79076230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, y 0 ho ,-5- ZaC C- - _, Construction Supervisor License # hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# .9/ 0 C?1 , issued to (property address) llU►^C��� on , 200_. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOLDER DATE q/forms/newcontrb 05/211'2007 22:44 5083855991 EJ MCGRATH INSI.URANCE PAGE 01 nP�W; ACaID CERTIFICATE OF LIABILITY INSURANCE 1311ill � PRODUCER M ` THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT$UPON THE CERTIFICATE Edward �T. McGrath Tnsuranc� HOLDER.THIS CERTiFICA.TE DOES NOT AMEND,EXTEND OR � .O. Pox 1 003 T AI TER F#IE CQi►ERAGE AFFORDED B1P THE POLICIESi3ELUW. H - IDennis MA 02638 Phoz�e: 508-385-2453 Fax:509-385-5991 INSURERSAFF.OROINGCOVERAyE NAIL# -,.- _. -. .. 1977, ulsuREv--- IVSURERA: Cambridge Mutual kiss •• Ea 9tata '�auran^.a CmrtPen ...�.—,.....�- _. .,. John S Hasa Ir,suRER c: - fNSL'RER @: Crend, Baca Ca .T�. P O 'SgX,�&4 B E Dennis MA 02641 FINSURER E: COVERAGES -_ THE POLICIES OP INSURANCE LISTED BELOW HAY.i SEEN ISSUED TO THEIN$JRE'C'NAMED ABOVE FOR THE POLICY?�ERIJD IND GATED.NOTINISI'IS'TANDINC ANY RECOIREMIENT,TRI'M OR CONDITION OF ANY CONTRACT CR OTHER DOCUM@NT WITH Rr-Ell TO W-11 H TMS CERTIFIC•'4TE MAY BE I&SUED STW. MAY PERTAIN,THE INSURANCE AFFOFOEO BY THE POLICIES❑c$CRIBEG HEREIN IS SU@JECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF 51 P041CIE5.A1343RPGATF LIMITS SHOWN MAY HAVE?EEN;;EDUCED BY PAID CLAIMS, --- ----- T Li�PEFP FSCfM'EXPIRA'floR— —+ LIMITS POLICY NUMBER DATE(NMIOClYYI DATE MNNDDI!Y7 LTR N8R TYPE gpINBURAkCE EF.I:HOCCURRFNCE S 1000000 I GENERAL LIABILITY { xilqxomr-li4Tf�J-- COMMERCIALGEPIERAi.I.IA.BILITY j .Li'BZ�-47642 i R7-XP MISEEsocclrr+n�o;�ISd.O�Q� „• —�—...i CLAIMS tJi�,DE �J OCCUR IAnY cne patsnrt .'I B 5000 - _— ,'� x IB_i167-nE=85 O 1L-^YS 04/01/07 ' 04/01/11 1 PFR40NAL&AlV NJI;l €1rJ'0OOO_O._.. GENERALAGGREGATE 32000000 10{]0000. C,EN'L ACQt;EC'-.ATE'JMIT APPLIkS PER: -- I AUTOMOBILE LIABILITY I :;0MS'PJE7 SINGLE LIIAIT i (Ea accldr,nt} ANY AUTO ALL OWNED AUTOS i BODILY INJURY � I 'p9(Porirfi}— 50HPIDULEOAUT08 HIRF_7 gLITOS BOO IN,II)FLY - I_..... !Pereccicia 11 i `4nN-OtivNED AUTOS ---- (--- PROPERTYOAMAGE.(Pal,atrial I GARAGE LIABILITY AUTO ONLY•EAACCIDEN?__5 .__--- A.NY AUTO 0*HER T-IAN - --`� AUTO ONLY: ACG $ EXDESSfUMBRELLA LIABILITY ®-sR I i OCCUR4ENCF- f 1 OCCUR Ji kfAGc AGGReG4TE -- ---- DEDUCTIBLE - RETENTION WORYER6 COMPENSATION AND I ITORYLIEd1TS s11APLDYERS'LW791LITI W(:895916`7 04/1 'I 04/01/013 E.L.EAOHhCCIOENT $ 100000 $ j ANY PROPRIETORIF-ARTNERJEXGCUI;,VE E.L.❑SEASF.•EA EMPLOYEl t 100000 ' 11F'FICER7MEIA@EF EYC!.UD£D7 I I is yyre aeaa!oe un 1 r E.4.OISCASE•Pill 4INTIT 1 500000 8 _JAL PROVISIONS blow DTNER BUILDING 661500 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHI;l I EXCLUSION,'ADDED BY ENDORSEMENT(SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD!!ANY OP T'FI5 ABOVE DESCRIBED POLIGIll BE GANCEL'_ED BEFORE THE MPIRATIONI DA M O;UHE ISMING INSURER WILL ENCE'AVOR TO MAIL 10 DAYS WiTTEN NOTICE.0 THE CQRTI� FI�C.ATE RULAER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town of Barnss tabl-d ifdF^ A Ot$LIAATIOft DR LIABILITY OF i�LY KING UPON THE INSURER,ITS ADENTS OR 200 Main Street Hyannis MA 02 601 � R TartvEB. Eli E we J�+Md r u , - rACORO CORPORATION 1988 ACORD 2s taoo,ios� ®� _ 318 V SN'V G 41, H M ', I 1 ne,t ammonweatrn of massacnusetts 'd Department of Industrial Accidents Office.of Investigations 600 Washington Street ' Boston;MA'02111 i www.mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/organizationdn&vidual ' 9 . )._ Fdau IQ,1 1,,. C©zvs� jc.-cXarJ Address: g5 6 Q'1& w-v1 P6 D on vf_ . H AT L)A V.I L-t-E . City/State/Zip: Phone#: ISQS 5(oy 5 7 2Z 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, gNew constriction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 ?• ❑ 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 10.0 Electrical repairs or.additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1.1-❑ 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' camp.insurance required.] 13.0 Other.'. *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 tContractns 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. jj Insurance Company Name: L 1 RE gmT , M of l)19 Policy#or Self-ins.Lic. #: 0 N 'T'; L_E Expiration Date: Job Site Address: City/State/Zip:5� 4 -kerL.Spn, p1JE - ('n;'c 1 I A A 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$1,50Q.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$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce �nnd:er the ains and penalties of perjury that the information provided above is true and correm Signature: Date: tt ao Phone#: �' �6y 7Z2 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. � Pursuant to this statute, an employee is defined as ...every person in the service of another undtt any writract of hire, express or implied,oral or written." An employer is defined a$�Alan individuat.,partne1W;..association,Forporation 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 a dwelling house having not more than three apartments and who resides therein,or the occupant of the owner of dwelling house of another who employs persons to do maintenance, construction or repair woikron such dwelling house shall not because of such employment be deemed to be an employer." or on the grounds or building appurtenant thereto 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 r the erformance of public work until acceptable evidence of compliance with the insurance into an contract for p enter Y „ requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if. necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of anies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the insurance. Limited Liability Comp rkers' compensation insurance. If an LLC or LLP does have members or partners, are not required to carry wo employees,a policy is required.. Be advised that this affidavit may be submitted to the Department of Industrial Accide nts 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' Self-insured companies compensation policy,please call the Department at the number listed below.. , mP 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 Office of Investi ations has to contact you regarding the appl icant of the affidavit for you to fill out in the event the O g Please be sure to fill in the permit(license number which will be used as a reference number. In addition, an applicant that must submit multiple permivlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for:future permits.or licenses..A new affidavit must be filled out.each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit you in advance for your cooperation and should you have any questions, The Office of Investigations would 117ce to thank please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts . - Department of Industrial.Accidents ..Office of Investigations ~ 600-Washingion Street . Boston,MA 02111. Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET 971; P O �613 M NEW LIVING SPACE!� ��l 2�� ���,�g • square feet x$96/sq.foot= x.0041= D _ plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE - square feet x$64/sq,foot= x.0041= plus from below(if applicable). GARAGES'(attached&detached) square feet x$32/sq,&= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf .00 >1000 sf- 1500 sf —i >1500 sf-Same as new building pemu : square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck , x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projoost R�,•nFanna l Town of Barnstable Regulatory Services Thomas F.Geiler,Director Ena Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us office: 508-862-4038 Fax: 508-790-6230 . Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: t ' (Address of Job) ignature of wn D to 341W Print Name Q:FORM&OWNERPERMIS SION BOISE CASCADE - BC FRAMER 2002 First FloorPiece Report File lame;,,, Kendall-Welch,, Alden-Anighi Res..bcf 11/18/2005 10:16 AM s�,$E' Customer: Company: Botello Lumber Co. Inc. Job Name: City, State: Mashpee, Ma. Address: Drawn By: Rick Lowe Location: Misc: BCI®,Versa-Lam®,and Versa Rim 980 are registered trademarks of Boise Cascade Corp. NOMINALIZED MEMBERS: Product Depth Mark Qty Length Total Len. 11 7/8"BCI®600s'SP 11-7/8" 1 22 20'0" "0'0" 2 6 12'0" 72'0" 28 512' 0" 1 3/4"x 11 7/8"VERSA-LAM®3100 SP 11-7/8" 3 4 29 0" 8019, 4 4 8101, 32'0" 8 112'0" TOTAL LENGTH PRODUCTS: Product Depth Mark Total Len. 1 5/16"x 11 7/8"VERSA-RIM PLUS®2000 11-7/8" 5 72'0" ACCESSORIES: Manufacturer Product Mark Qty Description Simpson Strong-Tie Inc. HGUS410 H1 2 3-1/2 x 9-1/4 to 14 V-Lam Face Mount Simpson Strong-Tie Inc. IUT3512 H2 6 2-5/16 x 11-718 to 16 Face Mount CST BC FRAMER®2002 11/18/2005 10:38:06 AM Kendall-Welch,Alden-Arrighi Res. 1 of 1 r L e BOISE CASCADE - BC FRAMER 2002 Second Floor File dame: . Kendall-Welch ,Alden-Arrighi Res..bcf 11/18/2005 10:16 AM ROSE" Customer: Company: Botello Lumber Co. Inc. Job Name: City, State: Mashpee, Ma. Address: Drawn By: Rick Lowe Location: Misc: BCI®,Versa-Lam®,and Versa Rim 980 are registered trademarks of Boise Cascade Corp* NOMINALIZED MEMBERS: Product Depth Mark Qty Length Total Len. 11 718"BCI9)600s SP 11-718" 1 22 20'0" "0'0" 2 6 12'0" 72'0" 28 512'0" 1 314"x 11 7/8"VERSA-LAM®3100 SP 11-7/8" 3 4 20'0" 89 0" 4 4 8101, 32'0" 8 112'0" TOTAL LENGTH PRODUCTS: Product Depth Mark Total Len. 1"x 11 7/8"VERSA-RIM®98 11-7/8" 5 73'0" ACCESSORIES: Manufacturer Product Mark Qty Description Simpson Strong-Tie Inc. HGUS410 H1 2 3-1/2 x 9-1/4 to 14 V-Lam Face Mount Simpson Strong-Tie Inc. IUT3512 H2 6 2-5/16 x 11-7/8 to 16 Face Mount { BC FRAMER®2002 11/18/2005 10:38:00 AM Kendall-Welch,Alden-Arrighi Res. 1 of 1 BO�E BC CALC®2003 DESIGN REPORT - US Friday,November 18,200510:13 Double 1 3/4" x 14" VERSA-LAM®3100 SP File Name: BC CALC Project:RB01 Job Name: Alden-Arrighi Res. Description: Address: 50 Nickerson Dr. Specifier: Botello Lumber Co.Inc. City,State,Zip:Cotuit,Ma. Designer: Cotuit Bay Designs Customer: Kendall&Welch Company: Code reports: ICBO 5512,NER 629 Misc: 1__10 12 Standard load-O W 115 W Tributary 10-00-00 544k.�,. �,,a:,�e :YP.'..� .'a#�.t�a�fv,�,:.g,..,..z� .x....-v ..��U,.m:w,�:._...o.:..�..'',.1...:._rF.F'.5n�i„�+rrv";,,r. �'k .�rroi:v`,��,y,.:cr�,n, .?„1�R:a�:rra-.,a; ��'i,�,rt,.•., r, .r,�7.;' nt� .si'=,.&r..,.i.'`r„ 4,;3�.a„.,'�,�.,.v�.��:4�..rtf�,aa,�-�� BO B1 2250 Ibs LL 2250 Ibs LL 1474 Ibs DL 1474 Ibs DL Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 18-00-00 Live 25 psf 10400-00 115% Member Type: Roof Beam Dead 15 psf 10-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type . Value %Allowable Duration Load Case Span Location Moment 16758 ft-Ibs 50.2% 115% 2 1 -Internal Slope:Tributary: 10/12 Neg.Moment 0 ft Ibs n/a 100%. End Shear 3241 Ibs 29.8% 115% 2 1 -Left Total Load Defl. U354(0.611") 50.9% 2 1 Live Load Defl. U586(0.369') 41.0% 2 1 Live Load: 25 psf Max Defl. 0.611" 61.1% 2 1 Dead Load: 15 psf J Notes Partition Load: 0 psf Duration: 0 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Mabmum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as . Entered/Displayed Horizontal Span Length(s)=Clear Span+ 12 min.end bearing+12 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Install Screws with screw heads in the loaded ply. of BOISE engineered wood Member has no side loads.. products must be in accordance with the current Installation Guide Connectors are:SDS 1/4 x 3-1/2 and the applicable building codes. To obtain an Installation Guide or if a=1 12" you have any questions,please call b=4" b r d (800)232-0788 before beginning c=5-12" product installation. d=24" �— BC CALC®,BC FRAMER®,BCI®, e-1" a BC RIM BOARDT'" BC OSB RIM • -r• • BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRAND-, - • • • VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. e Page 1 of 1 + i Poa,F— R. _ Tay ab Desmphim ,engM cmfu 1 a Ytrm°aemosso ma' b�q ilr¢arsm, r a xriPEaomwsv vP e�g� mlxsy S 3 4 LW n1ti�3-YER54laMB3106 SP 1YYP $ <€ f.3b'al1-T1P VB>SF1Ae®S1ae Sa 6P �D3 i ^' _ _ _ -_- __ __ __ _ 6 RIf Y•Jlanit.rIP1925AAIq/h° 3BP i� � �' '' �, ,' I �! I I �i ;1 li � ;I I. II II Its '...! , � - - � a n tslPxrtnavEaev.anrxuse 3rP $• ! I. .IIV I € gH�$g II I: i. it ( 11 I •n II �' li :� I I 1 �- I I �� d°G 1 i ' First Floor _ A-M �g Tay at3't6amlr-d— ft bd Das,O- t s NI 12 q—,Sft*T W. NGUSa10 St/2n B1kmla Vlen Feu Mwn 1 E M a 1U 12 25�I6a tiralm feFenatoun FRAMERS SCALE:Vr-ra ' DATE:t1rW2aM er:rant,pa 1fo0!-weeet ta3 ias6pea DEd:Iv1a AL511:a]IM - :t�] MiYDae:.....1N/7Wa 1:13 PAt......................................................... .._..............................__...................................._..._. BODE- Single 11-7/8" BCI® 60-2.0 DF Joisffloor 11D4 BC CALC®9.2 Design Report-US 1 span ( No cantilevers 1 0/12 slope Wednesday, December 07,2005 13:12 Build 141 16"OCS I Repetitive I Glued&nailed construction File Name: Kendall-Welch ,Alden-Arrighi Res..BCC Job Name: Alden-Arrighi Res Description:Floor 104 Address: Specifier: Botello Lumber . City, State,Zip: Mashpee, Ma. Designer. Cotuit Bay Designs Customer: Kendall&Welch Company: Code reports: ESR-1336 Misc: W y g `I,-gem ;N s� r.Y u1ur f,�i.'+�"�SY 29 1"1-00 BO,4-10 B1,4-10 LL 509 lbs LL 5091bs DL 127 Ibs DL 127 Ibs Total Horizontal Product Length=19-01-00 Load Summary Live Dead Snow Wind Roof Live Tau Description Load Type Ref. Start End 1000/0 900A 116% 133% 125% OCs 1 Standard Load Unf.Area Left 00-00-00 19-01-00 40 psf 10 psf 16" Controls Summary value %Allowable Duration Load case span Location Disclosure Pos. Moment 2846 ft-Ibs 45.6% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 611 Ibs 42.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U580(0.382") 41.4% 1 1 output as evidence of suitability for 0.306" 66.2% 1 1 particular application.Output here based on Live Load Defl. L/725 ( ) building code-accepted design properties Max Defl. 0.382" 38.2% 1 1 and analysis methods.Installation of BOISE Span/Depth 18.7 n/a 1 engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim.(L x W) Value Support Member Material Installation Guide or ask questions,please BO Wall/Plate 4-1/2"x 2-5/16" 636 Ibs n/a n/a Unspecified cell(800)232-0788 before installation. B1 Wall/Plate 4-1/2"x 2-5/16" 636 lbs n/a nla Unspecified BC CALC®,BC FRAMER®,AJS- ALLJOISTV,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design.meets Code minimum(L/240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets User specified(U480) Live load deflection criteria. VERSA-STRANDTM VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. 'trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. Page 1 of 1 BODE'° Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100=Sbr TrimmerTloor 11D3. BC CALC®9.2 Design Report-US 2 spans No cantilevers 10/12 slope Wednesday, December 07,2005 13:12 Build 141 File Name: Kendall-Welch ,Alden-Arrighi Res..BCC Job Name: Alden-Arrighi Res Description: Floor 103 Address: Specifier: Botello Lumber City, State,Zip: Mashpee, Ma. Designer: Cotuit Bay Designs Customer. Kendall&Welch Company: Code reports: ESR-1040 Misc: y;rat[, .. n'�u'�b ,.:}#+" 4.a�t'pM�.+� �a,_'r �-�r'u 4 j�: 5 k .r .x::`-4 n{le .i-..: yr ��u 07 rt y..s -:,+:�c..t.+�; -k .ss ,� -r�:� .�o . a -i• '- 6 u rfd a f +.a�u5'4 , c'r z car ,r ¢ PS.;-''.�'`1,;�., tr�,.zt-- ;r k''" tfy3'. c"e;k ft'I' k"`1 f 'ti ? {.t'.,�. iYd•-e. -,jar rya 'GTE �i c ;;- �. a'-kK '-fy e - r N= -LX.K. y , : `u2� f.. -'` s 7.z 3n`+Grfi.Y Fg 08-08-10 A 11-00-11 BO,1-3/4- B 1,3-1/2- B2,1-3/4- LL 2483 lbs LL 8001 Ibs LL 30441bs DL 498 Ibs DL 2146 Ibs DL 751 Ibs Total of Horizontal Design Spans=19-09-05 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 12S°%o Trib. 1 Standard Load 'Unf.Area Left 00-00-00 19-09-05 40 psf 10 psf 16-00-00 Controls Summary value %Allowable Duration Load Case span Location Disclosure Pos. Moment 8873 ft-Ibs 41.7% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -10338 ft-Ibs 48.6% 100% 1 1 -Right be verified by anyone who would rely on End Shear -2933 Ibs 37.1% 100% 16 2-Right output as evidence of suitability for ° particular application.Output here based on Cont. Shear 4501 Ibs 57.0/0 100% 1 2-Left building code-accepted design properties Uplift 129 Ibs n/a 16 1 -Left and analysis methods!Installation of BOISE Total Load Defl. U748(0.177") 32.1% 16 2 engineered wood products must be in Live Load Defl. L/902(0.147") 39.9% 16 2 accordance with current Installation Guide Total Neg. Defl. -0.044" 8.8% 16 1 and applicable building codes.To obtain Installation Guide or ask questions,please Max Defl. 0.177" 17.7% 16 2 call(800)232-0788 before installation. Span/Depth 11.2 n/a 2 BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Uplift of 129 Ibs found at span 1 -Left. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND- VERSA-STUD®are trademarks of Boise Wood Products, Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(Ll360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3-7/8". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram b d a 04 • t a-minimum=2" c=7-7/8" b minimum=2-1/2"d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. (9aqa(tod dre:1/2 in.Staggered Through Bolt BO�En Single 11-7/8" BCI® 60s-2.0 SP JoistTloor 21D2 BC CALCO 9.2 Design.Report-US 1 span l;No cantilevers 0/12 slope Wednesday, December 07,2005 13:12 Build 141 16"OCS Repetitive I Glued&nailed construction File Name: Kendall-Welch ,Alden-Arnghi Res.,BCC Job Name: Alden-Arrighi Res Description: Floor 21D2 Address: Specifier: Botello Lumber City, State,Zip: Mashpee, Ma. Designer: Cotuit Bay Designs Customer. Kendall&Welch Company: Code reports: ESR-1336 Misc: 2' ?"y� �� t� +� Or '"t-�'s Ts 5 h ^\ 61 kit 19-10-00 BO,4-112- B1,4-10 LL 529 lbs LL 529 lbs DL 132 lbs DL 132 lbs Total Horizontal Product Length=19-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150A 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00.19-10-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration ' Load Case span Location Disclosure Pos. Moment 3081 ft-lbs 49.4% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 636 lbs 42.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U538(0.429") 44.6% 1 1 output as evidence of suitability for Live Load Defl. L/673 0.343" particular application.Output here based on ( ) 71.4% 1 1 building code-accepted design properties Max Defl. 0.429" 42.9% 1 1 and analysis methods.Installation of BOISE Span/Depth 19.4 n/a 1 engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim.(L x W) Value Support Member Material Installation Guide or ask questions,please BO Wall/Plate 4-1/2"x 2-5/16" 661 Ibs n/a n/a Unspecified cal(800)232-0788 before installation. B1 Wall/Plate 4-1/2"x 2-5/16" 661 Ibs n/a n/a Unspecified BC CALCO,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD-,BCI®, Notes BOISE GLULAM'TM SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets User specified(U480)Live load deflection criteria. VERSA-STRAND-,VERSA-STUD®are Design meets arbitrary(1")Maximum load deflection criteria. trademarks of Boise wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. Page 1 of 1 Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 31OTMr Trimmeffloor 2\D1 BG CALC®9.2 Design Report- US 2 spans No cantilevers 1 0/12 slope Wednesday, December 07,2005 13:11 Build 141 File Name: Kendall-Welch,Alden-Arrighi Res..BCC Job Name: Alden-Arrighi Res Description: Floor 2\D1 Address: Specifier: Botello Lumber City, State,Zip: Mashpee, Ma. Designer: Cotuit Bay Designs Customer: Kendall&Welch Company: Code reports: ESR-1040 Misc: 1 i r s + n 6 Y'•-ti£.f ,r.f a .#:�k+t -.;-.:J�a d .d":'�, .f,tH.+r.._: :rFV .t•da3"�f, afi,�,t..w m..,:4.1s,:.o-i >.c�R�h�� .1,.7v✓Tr �... r i a , A�t i ..��...� u.riY;sAi,.. .,..AJr r-...s9 �;.�,� ni(+;P.x.n �fi n �;.;t � rre'9 �� w�'�ei�I Ti� .k-�r' t r�E�t srw,. 08-11-00 10-11-00 BO,1-3/4" B 1,3-1/2- 62,1-3/4" LL 2533 lbs LL 7999 lbs LL 3013 lbs DL 522 lbs DL 2146 Ibs DL 738 lbs Total of Horizontal Design Spans=19-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 1000/6 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 19-10-00 40 psf 10 psf 16-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8665 ft-lbs 40.7% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -10282 ft-lbs 48.3% 100% 1 1'-Right be verified by anyone who would rely on End Shear -2888 lbs 36.6% 100% 16 2-Right output as evidence of suitability for Cont. Shear 4451 lbs 56.4% 100% 1 2-Left Particular application.Output here based on building code-accepted design properties Uplift 67 lbs n/a 16 1 -Left and analysis methods.Installation of BOISE Total Load Defl. U776(0.169") 30.9% 16 2 engineered wood products must be in Live Load Defl. L/930(0.141") 38.7% 16 2 accordance with current Installation Guide Total N Defl. -0.043" 8.6% 16 and applicable building codes.To obtain E'9 installation Guide or ask questions,please Max Defl. 0.169" 16.9% 16 2 call(800)232-0788 before installation. Span/Depth 11.0 n/a 2 BC CALC®,BC FRAMERS,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAM-,SIMPLE FRAMING Uplift of 67 lbs found at span 1 -Left. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND-,VERSA-STUD®are trademarks of Boise Wood Products, Design meets Code minimum(L/240)Total load deflection criteria. L.L.C. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3-7/8". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram 1•-{ b d a C r, a minimum=2" c=7-7/8". b minimum=2-1/2"d=24" Botts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. eecectced dre:1/2 in.Staggered Through Bolt i Town of Barnstable Regulatory Services Thomas F.Geller,Director •�'��• Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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. Estimated Cost 22O-2t 1'11 Type.ofWork: Address of Work: Owner's Name: ai — 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 []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. NED UNDER PENALTIES OF PERJURY I hereby appl erit as th agent of the owner: Cj3��5 e ate Contractor Name R Instration No. OR Date Owner's Name QIorms1ameaffidav I -.,rt irrr .r.i rs•,rff.1 rJ i`�{r.i.srrF•h BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR s,a Number: CS. 083484 .. Expires: 07/11/2006 Tr,no: 83484 Restricted: 00 RONALD W WELCH 85 BRIGANTINE DR si F HATCHVILLE, MA 02536 Administrator =4` Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 128405 Type: Partnership Expiration: 4/5/2007 KENDALL & WELCH CONSTRUCTION DAMON KENDALL ---- — -- -- -------_ .._ 54 KOMPASS DR. ------ - — -- - ---- -- FALMOUTH, MA 02536 --- Update Address and return card.Mark reason for change. Al 0 50N1-04i05-FC8698 ❑ Address ❑ Renewal [] Employment i—i Lost Card ,., �l/Y t�o�,rnru,rrrctcl�� r�',..Il.�s,«•/rroel�s -------- - Board of Building Regulations and Standards License or registration valid for individui use only - E HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: r Registration: 128405 Board of Building Regulations and Standards =. `{ Expiration: 4/5/2007 One Ashburton Place Rm 1301 Type: Partnership Boston,Ma.02108 f; ai i <ENDALL&WELCH CONSTRUCTION )AMON KENDALL 54 KOMPASS DR. !G»,o..«-gyp _. M� ��;:,, y.,� F,✓�.., ,� :ALMOUTH,MA 02536 /�° Administrator Not valid without signature r Lara Alden Arrighi 50 Nickerson Drive Cotuit, MA-02635 917.907.0578 Mr. Thomas Perry Building Commissioner Building Division 200 Main Street Hyannis, MA 02601 June 13, 2005 Dear Tom, It was good to speak with you last week about the proposed renovation to our home in Cotuit. As a quick summary, our home sustained severe water damage when frozen pipes burst this past winter. This was a very devastating situation for us; we had to gut the entire house and it is currently not usable. In the process of putting it back together, we have uncovered many problems and code violations. .So, as I mentioned to you, we would like to add a garage (we currently do not have one) and convert the second floor into a more usable second floor by raising the roof, all while bringing the electrical, plumbing, and fireplace up to code. We have already planned to install a new septic system to conform to the Title V regulation. As discussed, enclosed please find the existing site plan (based on a new survey performed by Stephen J. Doyle &Associates)as well as a proposed site plan drafted by our architect. Both drawings illustrate where the house sits in relation to the rear property line and setbacks. As you can see from the existing site plan, the house lies askew on the property and a portion of the rear of the house sits behind the 15ft setback line. On the proposed site plan, you will see that we are making an effort to work with the current zoning laws as well as the inherent conditions and location of our house. With respect to the rear of the house, we plan to remove the "outpouching" (currently the refrigerator in our kitchen) which lies 2.43ft from the property line. In addition, we would not build within 10ft of the property line nor would we add any height to the kitchen (the rectangle at the back of the house). We have reduced the setback violation in the area on the left side. However, due to the angle of the house, in order to add a garage, we would need to add a few feet of space to the right side, but this would be outside of the 10ft limit we discussed. The garage would sit 12.21ft from the rear property line. As you can see, we are trying to work with house's current location and layout as well as reduce the setback violations—all of which was inherited. Please contact me at 917-907-0578 to discuss these plans.. I very much look forward to hea n your thoughts and getting your advice. Kind Regards, Lara Alden Arrighi encl. Town of Barnstable Building Department - 200 Main Street EA"STABLE, * HyaMAS& nnis, MA 02601 i634- .��' (508) 862-4038 Certificate of Occupancy - Application Number: 200704954 CO Number: 20080383 Parcel ID: , 035065 CO Issue Date: 07/13/09 Location: 50 NICKERSON DRIVE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: MULTIPLE HOUSES ONE PARCEL Village: COTUIT Gen Contractor: BACA, JOHN S. Permit'Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department.Signature Date Signed r � .INE, TOWN OF BARNSTABLE Buildfng,:. . . o Application Ref: 200704954 • �. * BARNSTABLE, * Issue Date: 09/21/07 Per rn t 9 MASS. �p i639• A Applicant: Permit Number: B 20072306 ArFO MA't Proposed Use: SINGLE FAMILY HOME — Expiration Date: 03/20/08 Location 50 NICKERSON DRIVE Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 035065 Permit Fee$ 2,460.00 Contractor BACA,JOHN S. Village COTUIT App Fee$ 100.00 License Num 000685 Est Construction Cost$ 600,000 RemarksAPPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 4 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ALDEN, LARA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 124 RITCH AVE APT C-202 INSPECTION HAS BEEN MADE. GREENWICH, CT 06830 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR-SIDEWALK OR-ANY PART THEREOF„EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED':UNDER'THEBUI.LDING.CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES'AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.' THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS,OF,ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). c 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.'. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT 1S ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set,forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS sAl, oef..QzC7ca aL"O `f 3 1 Ilcating IngJi;p,tj?j Approvals Engineering Dept i dFireept 2 Board of Health (�r �� 09 Town of Barnstable do Building Department - 200 Main Street BAMSTABLE. * Hyannis, MA 02601 MASS 9$A 16,9. . (508) 862-4038 rFD MA'i a Certificate of Occupancy Application Number: 89028 CO Number: 20070124 Parcel ID: 035065 CO Issue Date: 06/22107 Location: 50 NICKERSON DRIVE Zoning Classification: RESIDENCE F DISTRICT Village: COTUIT Gen Contractor: BACA, JOHN S. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 100 a.� D...7 Building Department Signature Date Signed TOWN OF BARNSTABLE : Building , Application Ref: 89028 BARNSTABLE, Issue Date: 12/13/05 Permit 9 MASS. i639• Applicant: Permit Number: 89028 CFO MA'I A Proposed Use: RESIDENTIAL Expiration Date: Location 50 NICKERSON DRIVE Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 035065 Permit Fee$ 808.48 Contractor WHELCH RONALD Village COTUIT App Fee$ 25.00 License Num 083484 Est Construction Cost$ 172,800 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND GUEST COTTAGE 1 BDRM THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ALDEN, LARA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 21 EAST 22ND ST#8D INSPECTION HAS BEEN MADE. NEW YORK,NY 10010 Application Entered by: Building Permit Issued By: THIS PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY.,STREET;ALLYOR SIDEWALK OR ANY PART THEREOF;EITHER;TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE'JURISDICTION. STREET OR ALLY GRADES AS WELL-AS DEPTH AND LOCATION OF PUBLIC.SEWERS MAYBE OBTAINED FROM THE.DEPARTMENT,OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF:ANY APPLICABLE SUBDIVISION RESTRICTIONS , .r MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS.TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). if 00 1 H N ° d BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 0 = o`F�� ern 2,&r-,t) �� aJ®7 �� . 2 2 1 3 1 Heating Inspection Approvals Engineering Dept Fire t 2 Wdh a 7.80 CMR:. STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETI'S STATE BUILDING CODE Manual Trade-Off Worksheet Permit N c Builder Name Date Chocked By . Builder Address l SiteAddras Nt�C-R`f 1 D(��E �Tt�!( /"' zone K2 �I3 014 Date Submitted By Phone ;:; REQUIRED PROPOSED Ceilings-Skyliihlsi and Floors Over Outside Air Required Insulation x t ,tc Area U-Value Description R-Value U-Value UA (Table J6.2?b) x Area UA 5. -7 L a --7 Z 2 j�ceiling L, Floor Over Outside Air (rabic 16.2?2) ft .. `WalK Windows•and Doors ' -- Iawlasloa xL Required 6pn R-Value U-Value Area r UA U-value xAira UADcscri� = j. R�J6226.cd) l O� ZOSb� 123:a i3 ZI F 3Z2. Wtadows �--- 340 �.� 1 �1•� (NFRCor Table Jl.S.3a) Doors. f __. (NFRC or Table JIS3.b) Sliding Glass Doors — , clef (NF1tC orTable J133a) fe fe Total Ala 24$Fe' Floors and Foundations Insulation Insulation R x Area or RoquirtC Description Value U-Value Perimeter .-UA U-Value x Area "UA . Flow Over (rable 03� 360� �l• .O5 3� �S.C� S ,622e) 3 • r Basaaent Will—I (rabic J6.2.2Q Uabcaod Skb� .`. abb J622) in U ,(,oE 30 Zq'. FO 3 CO 2961 tad Slab ' (Fable J6.Z2d Er w•or equal to Toll(erg Xqdrod tGt Proposed UA S`� l•� qi Regaind VA 1 Staoa=U oCCompr=cc:The proposed buiWmgdesiFrqrcwdcdia L---•Ad�rtsted plat docaaoewa 4 easrisrs+er arfdr tGe b•d�ugPtaRr+pecy+e�t°ar: i Requlrrd CA nd 06a edcubdorts submitted with the permit - COOK,— company Name Dati 'Brrf�dCr�valsraCf . 760.22 780 CMR-Sixth Edition. 2R0198 (Effective 311/98) ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: C lt1G` Applicant Address: City/Town: COS t 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(HDD65) 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) Clim to 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 sq.ft. b. Glazing Area' sq.ft. c.Glazing%(l00 x b-a) ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' I Wall I Floor TBasernent Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 R-10 R-10,4 It l 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 maybe 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 than 40% 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 backside) ,. +� :w e�vvtrrrl•aotitL+� Wt1916'I/trd/Y(YL(IIG �( ti•. { M�'S'!I O'• �QLV'IV O� G fAr V7TR! • . nn1�Nn-t;UtLh v nin.t 230 South Street , 1 C�,�K ���A•,�o79y �0 Hyannis,Massachusetts 02601 M4 l�L �ff4 MPy A. TOWN w� link�i5 rni11,1: BARN!STABLE, Notice of Intent to Demolish or Move an Historic Building/struaturefDCJ E�� 2 P �. Print itt zstk E� 1. Date of Application: a D 05 2, building/Structure Address: 50 N►/�i��rsoln r,V� i+ A 3. Assessor's Map and Lot Humbert b35 / o(05 4. Is building/structure located in a local or regional historic district, Y H If yes, protection of Historic Properties Bylaw does not apply and it is not necessary. to complete the remainder of this form. 5, is building/atruetttxe listed on the National Register of Historic places or pending listing on the National Register of Historic places, T ^ N 3D structure � b"W 310 1 r �rahtectural style of building/structure, 6. How old is the bui.lding/ describe if not known, eu& Is this building/structure associa ed with one or Mors.historic events or persons, name and description 7• Type of Building/Structure and Proposed Work: QIltr ti DV SC. Sk��r� t"C/►�� a i Bu .e� comp���y r vri irta 11_9 DVY' l F InOuSe D 5 i(��CS ,1��'ti Lit St�vn � I.a U.L���D✓15. VU�2, Y' ioYGI,�C, � �" . ale als la roaF +o'►�cfeaSz Mgt*. Wit ' �D Co C/1 i i 0k seco�td filoo Fire Uistrict: CokVi� 8. Zoning District: (��51 "��_ . Y-.— <i 1 - A �rtrigl�; 'rat.. gl�-R(�I'0§�8 9' Applicant's Name: 4-f�•�a /�, �Ylla �-7- Address: a�n . fJ ( Y lD01 D 10, Owners Name: L,ur6t y 11�,►�a �r r i Ain� mart,ed�l'el. �! :���� Address: 11. Contractor: vnkanowl Tel. i(1 Address: !� Q 1 Material of Building/Structure: WDOGI 13, How is Building/Structure Occupied:"5i � �►OvYie No. of Stories: 14. Lxplanation of Lhe proposed use Lu be nrtdc of tho siL•e: t*lb 0 � 1 - a S j n C Vln �LD WI f . Diagram of Lot and Building/Structure aidt UiulcuSfu,lS: rIII,-t4 �r ei .-- c�s'� S►ke ?Ian P;nk s1�a �n is original areo� off` YVvse do lae pres�r-.ve C�pc y skad�n o►.��. la�-�r adc� s � I sli�adi is oar-.ea �v iOe r�emov lVi. p11 trtl. 1 ------- --------- t � 1 —_ --- ------ --- _ ' 6Q niclaereon drive 1 1 � 1 t + i• f !i � i i�:•r;%'f? 1 •,``:ti I t \•. ---- -- -- ! zqA ng set-Mack On,!._ - .`� ` �'•`! '''� ,: / ---- —�-- �/ driveway �+ _ % Ir right 6f way ''�ti+~~• `' I - I li I I 1 I . I II Ct74-v--14- CCS CIN. 'r - t 19. 4 - - MJ41ESCRIP�� i far, f SMOKE;DETECTOR REOVqIE .BARNSTABLE BUILDING DEPT. FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING r CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE c�r� ace a a ;�� ❑ ac�� ❑i ❑ ❑a ❑ a f ❑ a❑ ��❑ e Li0 ADO. as oa a a as i 50 l�l.c.kersov� �Dr.� �'o-FUi� ' FOR TITLE - firr tih fTb'2r+ j ronfi F1,V TOLERANCES REG. Druwmc no. AEv. E2CEvt 0.5 XOTED SCnLE�i, 1� 0 1. • DEC. FRACT. ANG. a.er wTe nw.er OATE IREV.1 BY DATE DESCRIPTION • El ❑Q QQ � QQ i�.� DEli FE DO. 11110 Q QQ IQQ I QQ r 60 MC. ei con Cofuif ' PDR nRE Arr yh; /Hlden fl�J ('G I' jlPh TOLERANCES scAEEi „ RFD. DRAWING nD. AFv. EXCEPT AS VOTED / - DEC FRACT. ANG. v. MTE AL REV. BY DATE DESCRIPTION r I�" O.C. —�.. - ``, , I -� Rea Cedn_r SM;ngIe,S •,;� \' OvtX-Gec�ar' broAti�dt�•r �� ,� / axro' nvCA'� Rooi�ny •Paper hanger �01 QY CDA ( � •\ � I L9Ytt. Sod-I� YeVI� � I � ct) M f I I VGNo(' u-rl t b u, I -,III I �.'•�. I - � � ,..�\f rt '-� ,r,;vi�?.�tiri ' - t IIi"Z z'Gyps�m e �oi5t wall jI l-a21,(as —2"Cox pl 9 I I t. xb l'i _ i f U� z-st-6Repa� -+c>P " botltom�k. .;,... I.U6x21 Steal Ocam 25 nSvin�i\ C 5+ez Co l v m n 51db _ to"x2o"Concrete Notc•. All 3Ooo-!:f Conc(ete- ,� placed 0.1'r y'=5"slvmp Co'Mpacted wand i qr Q.vel 50 NIck(son FOR REE ftrri h:j, iczu S;oa t4ek)S;o1s TOLERANCES RED. ORAMRG RD. RCY. E�CEvf RS MOTED DEC. FRACT. ANG. DR.0T N —E .Er.By DRTE ) REv. BY DATE DESCRIPTION 00 'i - l -- FO a • Y1ur»��ny .. - -- - is .... — - -T\f I �' ape, .D ono N I J. i Zo -o, ' i j0 �/-�Kergun 17r. , Coty t X >Ctf/, �If F;1CI.C..N 1�5 rSj TOLERANCES E J.�� FED. Dn�.nXc rro. Rom, ' ERCEPi <5 XOTED SU � I-.G,� f /f DEC. FRACT. ANG. t a.a wre nvr.eT�,�, DETE !H,II _NY DATE .DESCRIPTION JccKint(I woo8. qln.r.cePc - 11 t�i 7 �TI , 4II ✓� -a---- — -=— i o C, 1 1� F— I o�d we Ecl rl 't � herS i < i ;+case � I j ne S10 s, arehav bolts _'30, t a,r a 1j, �..---- F-Ioov Sh uc kv�e . Cone c 6ec r n j 0.S4 — 3 L. i 8rn -box, eao FL +yv. cF ln� I. 3 x'_` Li L -.x�-4 }- ( AT I I N ; I sE:,IFo Y, 2.I - I t 8"Xj& rroF I - 32• o. 72 -o,; - :0 Mcker�o>1 fir., Co*iJ + FOR .ftr�r fJi 'sT�P17 Tn 1 TOLERANCES SCAIE „ RED. OR W:RG 0. REv. EXCEVI >5 NOTEo - �j r 0 DEC. FRACT. ANG. 7—p '•.R. WTE • TOWN OF BARNSTABLE ZONING ZONE RF • N $5008' 19'E hT SETBACKS r 35.00' !V FRONT - 30' ' SIDE - 15' 246.20' ' REAR - 15' N 85°OS'S5'E L+ � � 4 ca -�- " -j T O CONCRETE FOUNDATION W o 15.70 N #509 � g a PARCEL B M 22. 6 18 + S. F. - Z _ _ - - - - - -- - - - - - - - - NI CKERSON DRIVE WAYw� _ _ _ _ - - - - - - - - - - - - - - - - - - _ _ - - -- _ -- - _ - _ - � ' - - - - - - - - 12' WIDE RIGHT OF 1 18.00' - S 87° 1800w CA °i 152.00' � ' 18 '00.W THE LOT SHOWN HEREON IS IN FLOOD HAZARD ZONE. 0 3 cp AS SHOWN ON MAP 250001 0018 C. DATED JULY 2. - 1992. THE DWELLING DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND CONCRETE FOUNDATION LOCAT ZONED o O �� PLOT PLAN BY SURVEY ON AUG. 9. 2007 AND BY SURVEY ,ON EC. 4. 2007. ( IN EXISTS ASOSHOWN AS OF THE DATE � p' �y BARXSFABL E. MASS. OF 4 FORAN G� SCALE: 1 "-20 ' AUG. 17. 2007 THIS PLAN IS FOR PLOT PLAN TIN i7, REVISED DEC. 4. 2007 PURPOSES ONLY AND NOT FOR Q•29869 i4t. RECORDING. DEED DESCRIPTIONS �'� 9f�►StER``� ��` �! EAGLE SURVEYING , INC OR ESTABLISHING PROPERTY LINES. 923 Route SA `/�. .�ixr ^t017 Yormouthport, MA. 02675 y' (508) 382-8132 Z/t�`Zo0 7 (508) 432-5333 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 /0 20 40 PROJECT N0. 07-083 • t TOWN OF BARNSTABLE ZONING ZONE RF N 8 SETBACKS 35 00,9.E 1 FRONT - 30' - SIDE - 15' 246.20' REAR - 15' N - M Ic c� m i y J PP'OPOsED DWELLING e ca N i0 s DWELL;AAA N PARCEL B d 22. 618 + S. F. Z ��' _ , _ - - - - - - - - - - - - - � DRIVE NICKEJ? - WIDE RIGHT OF WAY w'� - } 12' - - _ _ _ _ _ - 118.00'- w - S 879 18 '00"W 152.00" i S 87 18'00.W t THE LOCATION OF THE ORIGINAL DWELLING SHOWN HEREON EITHER WAS IN COMPLIANCE $ N WITH THE LOCAL APPLICABLE ZONING BYLAW IN EFFECT WHEN CONSTRUCTED !WITH RESPECT THE LOT SHOWN HEREON IS IN FLOOD HAZARD ZONE C cp TO NOR/ZONAL DIMENSIONAL REQUIREMENTS ONLY) AS SHOWN ON MAP 250001 0018 C. DATED JULY 2. 1992. ! OR EXEMPT FROM VIOLATION ENFORCEMENT ;m ACTION UNDER TITLE V I I CHAPTER 40A SECTION 7. o 0 ' N THE DWELLING DEPICTED ON THIS 0 PLAN WAS LOCATED ON THE GROUND o PLOT PLAN BY SURVEY ON AUG. 9, 2007 AND "' 1N �F IN asq EXISTS AS SHOWN AS OF THE DATE �� s�°�y BARNSTABLE MASS. OF LOCATION. � INK �� y "fflNG N SCALE: 1"-20' AUci, /7, zoc'7 THIS PLAN IS FOR PLOT PLAN .�869 ce ' o PURPOSES ONLY AND NOT FOR - 1 '�f `� Qa EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS p , L 0SJ 923 Route GA 2675 OR ESTABLISHING PROPERTY LINES. - �, Yam,outhp(508ort. t 36A. 8132 $ / � u (508) 432-5 33 �i (508) 432-5333 THIS PLAN IS VOID 1F NOT STAMPED AND SIGNED IN RED. 0 10 20 40 PROJECT NO. 07-083 N - Multiple Member Beams I Multiple Member Beams LEGEND Side Loaded Connection Side Loaded Connection Joist hanger REVISIONS: BY: 1/2"dia. Bolt(b) 1 3/4"Versa-Lam AJS"Blocking Panel. Bearing Wall Below Nail Pattern Use 3"(1 Od)nail.at 6"o.c. Toe nail rim board to plate w ith 21/2"(8d)nails at To.c.or with 31/2"(16d)nags at 17'o.c. F;brn board and AJS T Iside-by-side. Max Uniform Load Nailrimboard and rimioist with Number of (lbs per lin.ft.) 12"o.c. 16d common nails. 21/2"(8d)nails at 6"o.c. Wrnbers 24"o.c. 12"o.c. 6"o.c. See chart Max Uniform Load Bearing Wall Above - (lbir.porin.ft) Nail each end 1 3/4"Versa-Lam with 1 -3" me r of 2 (10d)nail Num 2 500 1000 2000 bb:,. rows 3 rows L — — — — — — — — — — — — Bolt Spacing Load Bearing Bolt(b) -1—mo 112 dia. 2"min. �(a) 5:20 Walls Non-Bearing Wall Below 3 375 750 1500 390 Q 0 4(a) 330 670 1330 2"min. Non-Bearing Wall Above (a)7"w ide members must be loaded from both sides. (b)Design values apply to common bores(grade 5 or higher) a Nail pattern for 3-piece member must occur on both sides. Use flat washers each side and drill holes 1/2"dia. 11/2 minimum Staggered (c)Allvalues in the table above may beincreased 15%forsnow loadedroofsai m end bearing length Solid block all posts from 25%for non-snow roofs w here code a Now s Nail values may be increased by 15%for snow-load at all floor and roof details. above to bearing below. roofs and by 25%for non-snow roofs where 1-21/2"(8d)nag for Post Below Post Above building code allows. each joist flange Versa-Lam @ Multi le Member Connection Bolt Multiple Member Connection Nail Attachment at End —Olin Panels at Interior Bearinq Transfer I "_ LVL beam Post Load Tran Rim Board LVL Header Opening C) In "F50 (F1 3- F008 F14 _ Exterior End Wall Support N.T.S. N.T.S. (F13- N.T.S. N.T.S. N.T.S. Post Above & Below N.T.S. N.T.S. N.T.S. z n W W 2 LL W — W 0Cn> w Z------- ------ --------------- 5 Z < wX II 5 OF41 w M �- -5---------- - - - - - - - --- -- - - --- 6-- - - - - - - ----r- 0 Z J l 3 12 12 ,I < 5 :12 7�12 3 12 — 5 7 3 8(2) 8(2) 3 l i I I I. !� ( ' ' - 1----- I I %J 'IT 1 11 ! 3 T r_7 -- - -- - - - - - --- Ti 3 k1— I , I I I '1_ -7- 3 L Notes: 10 3 3hop drawings, typical details ------ 10 I I�3 and framing plans, outlining Installation procedures and unit Identification Marks, shall be I 3 submitted for approval by the 3 project architect and/or engineer. Exact quantities and lengths are i 1 ,-, II I I� II I I the responsibility of the contractor. 3 I Contractor is to verify all beams and joists at their exact locations. 7.- --- --- -- 3 A The floor system (1 joist, LVL)are 2 ! I i �ad:h_ designed for floor loads only. Roof loads from rafters, bracing, -- -- - - - -- -- - -- - --------- V --- ----- ------ - - --- - - - - ----------------- - START FRAMING HERE and beams must bear on exterior walls and Interior walls with bearing straight through to a footing. Any roof loads carried by the floor system must be so Indicated on the framing 1 St Oor plan submitted to us for take-off. Product to be stored, handled and 1.011 Installed In accordance with 1 /4 1 manufacturer's recommendations. 1 st Floor Framing Schedule- Nominalized Tag Qty Description Length 11-7/8" BC16 60s-2.0 SP b_ 7 11-7/8" R(7,l(p)RnS-2.1711S P W 'a 0 ca IM < O 'D0 CO U) 0 Co 0 9 1 Steel Beam 26' 0" 2 >. vi 10 2 Steel Beam 22' 0" < C: ca BLK U) BC FRAMER® 6 SCALE: 1/411 = 1 1-011 DATE: 8/14/2007 BY: be FILE: Baca Arrighti AJden.bcf DWG: SHEET: I / 2 ist Saved Date: 8/14/2007 4:24 PM int Date: 8/14/2007 4:26 PM Multiple Member Beams Multiple Member Beams Joist hanger LEGEND Side Loaded Connection Side Loaded Connection REVISIONS: BY: 1/2"dia. Bolt(b) 1 3/4"Versa-Lam AJS"Blocking Panel. Toenail rim board to plate w ith 2Y2"(8d)nails at Bearing Wall Below Nail Pattern Use 3"(10d)nails at 6"o.c. 6'o.c.or with 31/i"(16d)nails at 12"o.c. Rim board and AJS "side-by-side. Max Uniform Load Nail rim board and rim joist with E_ (lbs.per On.ft) 16d common nails. 21/2"(8d)nails at 6"o.c. Number Of 12"O.C. Max.Uniform Load Bearing Wall Above Members 24"o.c 12"o.c. 6"o.c. See chart Number of (lbs.per In.ft.) Nail each end — — — I 3/4"Versa-Lam with 1 -3" — -0--0-1 2000 EM 2 rows 3 rows (10d)nail L — — — — — — — — — — — Bolt Spacing 1/2"dia. 2 500 10 Members Load Bearing Bolt(b) 375 750 1500 2"min. 2 520 1 780 Walls Non-Bearing Wall Below @ -1 seo say - 4(a) 330 670 1330 2"min. Non-Bearing Wall Above (a)7"wide members must be loaded from both sides. (b)Design values apply to common bolts(grade 5 or higher) a Nail pattern for 3-piece member must occur on both sides. Use v"t w ashers each side and drill holes 1/2"dia. Solid block all posts from Staggered (c)All values in the table above may be increased 15%for snow loaded roofs ai 11%"minimum end bearing length above to bearing below. 25%for non-snow roofs w here code allow s. Nail values may be increased by 15%for snow-load at all floor and roof details. V�1-12 nail for Post Below Post Above roofs and by 25%for non-snow roofs where each joist flange Versa-Lam building code allows. LVL beam Multiple Member Connection Bolt Multiple Member Connection NailAttachment at End F 1 3_���� Post Load Transfer F14- Rim Board (F 19� LVL Header Ope�nn_g 1 3_Cy_ Exterior End Wall Support F50 (F13-DN.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. Post Above& Below z 0 Lu Lu __ Dropped beam? M UW — W Lu U__ —6 18 0 > Lu z < UJ X W M 18 18 18 20K 5 6 6 0-----------9(2)- - - 18 16 N 5 18 < II I I i I ' ° 'I A 4 12(2) 1I , ', 1 I ( " I ( —4 1 1 .18 IiJ H3_ : 13(2) M. 2 8(2) iI - * -7- i--i 2 8(2) 1 L - - - - - - - - 2 ---- - - - - - L..'rz'- 2 6 2nd Floor A2 11(3) I ( 9-1/2" AJS 20 MSR 7 2 6 - - - - - - - - - - - l I 18 16" OCS - - -- -- - - - - - - - - - - - - --- - - - ----- L8 2 17- -- - - - - - - 1 .5 Notes: ......... -;-17 2 L_J Shop drawings, typical details 7 and framing plans, outlining W 2 0 Installation procedures and unit I=_____=7 Identification marks, shall b 2 17 8(2) submitted for approval by the L --7 11 project architect and/or engineer. 7 2 I Exact quantities and lengths are r the responsibility of the contractor. -- 2 H3 Contractor is to verify all beams 711 I and joists at their exact locations. H2 H1 2 I 2II IThe floor system (11-jolist, LVL)are 16 0I I designed for floor loads only. 6— ———— -————— —— — Roof loads from rafters, bracing, 18I"! II 1 (I ' 6 0 9(2) 0 START FRAMING HERE 18 31 ,3J1-(, r I--- 18 18 wand beams must bear on exterior Ills and interior walls with bearing .00 START FRAMING HERE straight through to a footing. Any 18 2nd Floor Al roof loads carried by the floor system must be so Indicated on the framing 11-7/8" BCI 60s-2.0 SP plan submitted to us for takeoff. 16" OCS == Product to be stored, handled and 17 Installed In accordance with noormanufacturer's recommendations. 1 /4" = 11.011 2nd Floor Framing Schedule - Nominalized Tag Qty Description Length UUQ`4A.) 1-7/8" BCI8 60s-2.0 SP 11-7/8" BCI@ 60s-z-u ,:. 4 2 11-7/8" BCI@ 60s-2.0 SP 5 11-71P" 9 2nd Floor Cn U) Accessory Schedule L) Cn7 14 9-1/2"AJSTM 20 MSR 10, 01, Tag Qty Manufacturer Product Description 2 6 1-3/4" x 5-1/2" VERSA-LAM®2.0 3100 SP 6' 0" (D 0 CL -0 co H1 2 Simpson Strong-Tie Inc. HHUS410 3-1/2 x 9-1/4 to 20 Face Mount CU 7,; 0 -0 — FL 0 1-3/4" x C: !E 0 M H2 2 Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 Face Mount = cm � 2 01— t= C14 >, vi H3 28 Simpson Strong-Tie Inc. IUT310 2-9/16 x 9-1/2 to 14 Face Mount < A2 W M 2 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP 10' 0 Simpson Strong-Tie Inc. IUT3512 2-5/16 x 11-7/8 to 16 Face Mount Vf P 1 1 5 1 3-1/2" x9-1/2"VERSA-LAM@2.03100SP 22' 0" This lay out assumes that no I r, 2 3-1/2" x 9-1 VERSA-LAM@ 2.0 3100 SP 10' 0'* E beams or joist on this floor _J carry ceiling or roof loads . BC FRAMER@ 6 SCALE: 1/4" = 1'-0" DATE: 8/14/2007 BY: be FILE: Baca Arrighti Alden.bef DWG: SHEET: 2 / 2 ist Saved Date: 8/14/2007 4:24 PM int Date: 8/15/2007 9:24 AM n crnin, v oe LneLneu un bile. uo not s, Cr 98 I I I I t I '1 I � l .1 I .1 I 1 I .t I property line 97 ----- _ _ 96 96 �-•-^• 89 90_ --- ------ ——————————— \ --88 ------- --------------- _ ---------------- i \ .93 92 91 — 90--- `:89----_— _—___ ______------ -- ------ 50 nickerson drive -- i. � ............. ------ -- _.- - — ----- ------- ---------------- - shd --------------------- --------- ------ ----- ---- - --- - - -- -- \ r _ -- - I - line ................... --- \ -zori' ng set > ack I �- -- --- ------------- driveway \ 12' right:Of way _ _ •._— —._.._._.—._._.._..—.—.—._.—.—•—•— I I client 1 j j Lara & Dana Arrighi _ � I 21 East 22nd Street,8D New York 1 ❑ 1 I j NY 10010 ' j 1 I j lead designer 30 Carl West 61st Street,17C 1 I j New York NY 10023 1 € surveyor I Stephen J.Doyle & Associates 42 Cantebury Lane, I East Falmouth I MA 02536 1 I project title ------------ Ar r i h i I g House —.-------------— — —— — —�— .....---•------------------------------- — — — — — j j 50 Nickerson Drive, Cotuit, Massachus I drawing title I Proposed Site Plan I I I II status drawing no. Preliminary scale 1„=16' A-01 -- - - - I date 06.10.2005 All dimensions to be checked on site. Do not GO ................ Cn 99 property line - P, ............... 0,98, ..... 9 97 ... ........... -90 91 5 96 — .89 ——————— --—— —— — 88 ————————— ...... ——— :89 .9 -�93 92 50 nickerson drive .............. -------- -- V -------------- ------------------ sh d - --------------- ............. ..................... zoning set-back line ————— - driveway ------ 12' rig ht...O' f way .......... -—-—-—-—- -—-—-—-—-——-- ........... ........................................................................................................... client Lara & Dana Arrighi 21 East 22nd Street,8D ❑ 1 I New York NY 10010 ............................................................................................................... lead designer Carl Shenton 30 West 61st Street,17C New York NY 10023 .............................................................................................................. surveyor Stephen J.Doyle & Associates 42 Cantebury Lane, East Falmouth 1 i I MA 02536 project title . ------------ .....— Arrighi House ----- ------------------------------------------------------------------ 50 Nickerson Drive, Cotuit, Massachu: drawing title Existing Site Plan status drawing no. Preliminary scale 1 16' A-00- date .................... 06.10.2005 -fi I Vi ie 1,V 7_� Matsh Grade Fr 9p t 1/e' to 1/2' 1leahed Stone ®3' TAkx COTUIT llllllllll ! l ll ll l 6„l 111111i Ill, made EL eyt Inv. Ele v. 95.49' o'ota o nts. RISER 6" El. 94.0' Cu ei ooio v Aam e NV EL a°a' . _ e__ _ _ __m El. 91.17' �'� tvlc 1; In y Ele v. 94.64' 10*WZL W Kin. INV EL sump 94.i' 193 E7' COTUIT __\ /- Inv. Ele v. 94.40 3/4' - 1 1/2' Washed Stone Belos Flo Line 94.3 ';8 Stgnle: ., 4' , '� BAY Liquid Level 4e" 4 SCRUM, STREET s,'� 5 HOLE DISTRIBUTION BOX 14 PRECAST REINFORCED CONCRETE DISTRIBUTION BOX 42 r� Install on a level base PROPOSED LEACH TRENCH ��- 1500 GALLON REINFORCED CONCRETE SEPTIC TANK Minimum wall thickness = 2" `•`' Minimum Construction Materials Per 310CMR 15.226(2) Minimum inside dimension = 12" • Tees shall be constructed of Schedule 40 PVC and shall extend a Outlet inverts shall be equal to each other and at Bottom Soil Log El 86.0' minimum of 6" above the flow line of the septic tank and be on 2" minimum below inlet invert. Adj Higg h Ground Water <E1. 86' the centerline of the septic tank located directly under the The distribution lines from the distribution box shall all have '••. 12.83 '�� clean-out manhole. equal inverts as determined by flooding the distribution box to The inlet pipe elevation shall be no less than 2" nor more than 3" the height of the distribution line invert after all lines have 34" d�•. _ _ .••0 24A PLAW REF° 573177 above the invert elevation of the outlet pipe. been sealed in place. 4 4 DEED ' ` 185271243 Septic tank shall be installed level and true to grade on a level, Invert adjustments shall be made by filling with durable and 58" [--o- ASSESSORS MAP 35 PARCEL 65 stable base that has been mechanically compacted and on which nondeformable material permanently fastened to the line or ZONING• "Rr Number of Trenches - 1 6 m O VERLAY DISTRIC?5:• of crushed stone has been placed to ensure stability and reconstructing the lines until all inverts are of equal elevation. Num ber of Chambers - 4 AP & RPOD to prevent. settling. PROPOSED LEACH TRENCH - END VIEW N.T.S. SMACKS- 30-15-15 Septic tank shall have a minimum cover of 9': Two 20" manholes with readily removable impermeable covers Install Four 500 Gallon Units FEMA DAM ZONE "C" of durable material shall be provided with access ports 1100r,*L with Four Feet of Stone at Sides and Ends LOT COVER BY STRUCTURES: Septic Ybnk AM 35 PAR 103 EXLSTING = 8i°6 The outlet tee shall be equipped with gas baffle. Remove EMTBVED = 14.6.E AM 35 PAR 43 0) o Q/DX S85 0819 W Pump and Remove Exist Cesspools �� ►r 35.00 '" \ 246.20' " N85 08'55"E / \ i 95 M �ti°g D RI09 �tpriut iopt g Dw+s to \ w i0 / � ! 1 I x •0' s+ 7/P'�, ti..._' b 'rroP� Sowon # o M. 35� P�R 1165 , P is , ., ( DATIJAfI \ b A.M 35 PAR 66 n "tprint P EL U5E , , DW-� cwn t3tv`v \ ARFi'A�--2�.61s SF�� / '� G ,�9.5 i, o , `.` Prof Pr°P°� \\ �• �Pr°P°° d 00 c:"wlVEL \ 'tip,,, YrDk Prop' °� OF \ \\ ,�\��S Reserwtis D14'IVE \i a? DRIVE GRAVEL -3 1 \ FbuDATl N \ . ti 41' Be Raked) __ _ ----- 1 ' (12' RIGHT OF WAY) ICKERSON DRIVE \\ `� \ -- N �O -------L�_ -�-- Q-- - w u j GRAVEL DRIVE o `� 12' RIGHT OF WAY \ \ 118.00' B/Dft AM 35 PAR 61 r Gs/llhr �� N8778'00"E `fl� Pia eaova a�avrnml cwn \ ' ,n S8778'00"W 152.00 proposed sax 7renah \ Note: GRAPHIC SCALE .Q AM. 35 PAR 60 Remove all unsuitable .material 5' around SAS 30 U Is 30 60 120 01 down io the "C" 'layer (El 93. 42) and replace with clean Design Da ta: granular sand per 310 CMR 15.255 (3), (4), (5). Five Bedroom = 5 X 110 gpd = 550 gpd Required Flow and (b). - { IN FEET ) (Increased Flow from 4 Bed to Five Bed) 1 inch = 30 ft. No Garbage Disposal Use: Chamber Trench 42% x 12.83'W x 2' Eft/Depth GENERAL CONSTRUCTION NOTES SI t e and ,S'ep tz e Plan of Lan s [42' + 42' + 12.83 + 12.83] x 2.0 = 219 cB/Dlsx I. All the workmanship and materials shall conform to R E.P Title 5 42' x 12.83 = 538 (SAVORY) and the Town of Barnstable rules and regulations for the subsurface Prepared For.• 757 x 0. 74 = 560 GPD Total Design Flow disposal of sewage. THE ARRI•GHI RESIDENCE 2. At least one access port over tank tees shall be accessible Soil Logs within 6" of finish grade. ' Depicting �► N of russ p g. Performed By. S. Doyle 3. All com onents of the sanitar s stem shall be ca able of •W�3�� �G\sTERFO°yGJ,; P y y. P THE PROPOSED DWELLING EXPANSION Date: 06 - 28 - 05 withstanding .H--10 loading unless they are under or within 10 ft N Perc Rate: <2 Min/Inch (C o J. ► AND SEPTIC SYSTEM UPGRADE of drives or parking. .H--20 loading shall be used under or within ' c' J. ; In P# 11Oil 10 ft of drives or parking unless noted. Plastic equals may be TH-1 - El. 97 0 TH-2 - El. 97. 0 used in lieu of all precast units ;� °�_s °.�01; Co t u t, Massachusetts „A„ 0 „A„ 0 4. The exca vatorontractor shall verify the location of all site ,4,0 su ` �, , IOyr 312 IOyr 312 u tili ties prior to any excavation, and shall be responsible for ,�7 y _Oa Scale: 1 = 30 Date: July 14, 2005 SL 4 SL 4„ all matters relating to electric easements Prepared By.- 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. A Stephen J. Doyle and Associates IOyr 314 „B" 10yr 314 6. Any masonry units used to bring covers to grade shall be (H or,y 42 Canterbury Lane, E. Falmouth, MA 02536 43 pa429 43 (93.429 mortared in place. ��� '�ssyc Telephone.• 5081540-0534 "C" "C" 7 Finish grade shall have a minimum slope of 0.02 ft per foot. g� WILLIAM tiN R vi i c� z� B o c k MED MED o LIES MAN TO 2.5 Y 5 6 perms 46 4sa 8. Should wa ter services connection be located closer than ten ." N�• s y; TO 2.5Y 5/6 pere FINE FINE feet from sewage components, service line shall be set in PVC and SAND SAND pressure tested. (�1 F U 132" 120" Vv ' No Water Encountered No Water Encountered El. 86. 0' El. 87.0' 1 JOA0105 REVI E LAYOUT N0. DATE DESCRIPTION COTUIT r�4 Ul OCU fs�\ COTUIT SCHOOL STREET � i BAY it j 1� a��aa fj I/ I/ I/ i/ PLAN REF• 573/77 DEED REF; 185271243 ASSESSORS MAP 35 PARCEL 65 e ZONING.- 'WF" C� OVERLAY DISTRICTS: AP & RPOD 1� SETBACAF— 30-15-15 FEMA DATA- ZONE 'C" I A M 35 PAR 103 Remove AM 35 PAR 43 p c#, S85 0819"W ' 246.20' 35.00 � ti ti N85 08 55"E SIT Existing DWU W m b� proposed DWOM09#g�nsion 50 n �g SILL �'=ioo' 21' A.M. P35 ARCEL AR 65 LNG a f,�sstnrsn DAruY) bi A At 35 PAR 66 A cz to N AREA=22,619t S.F. MUNDAT10R k 1't oP°Se 'C1 165' eRAVEL DRIVE o? y W it GRAVEL 41' OAK DIVE — IG'KERSON-------DRIVE 112 RIGHT OF WAY) w � -------- `"o---- ----- o a wi' ----------------- ----- � GRAVEL DRIVE w 12' RIGHT OF WAY INE -cB/DH A M. 35 PAR 61 118.00' ry.o'eaovs c�aomvD) txl\' 152.00' S7 CRIDH N8778'00'E 58778'00"W A.M. 35 PAR 60 QA GRAPHIC SCALE CBIMSK 30 0 15 30 60 120 (SAVORY) ( IN FEET ) FOUNDATION CERTIFICATION PLAN 1 inch = 30 ft. Prepared For.- THE ARRIGHI RESIDENCE In Cotult, Massachusetts Scale: I" = 30' Date: January 12, 2006 Prepared By.- Stephen J. Doyle and Associates I HEREBY CERTIFY THAT THE CONCRETE FOUNDATION IS 42 Canterbury Lane, E. Falmouth, MA 02536 SHOWN ON THE PLAN AS IT EXISTS ON THE GROUND AND AAA Telephone: 5081540-2534 CONFORMS TO THE ZONING SETBACK REQUIREMENTS OF THE a�jNk O I14SSq•a R e vi s i o ri B o c k TOWN OF BARNSTABLE. r c GSTfgFo c �1^ n Ll• �� �---, 0 STEPHEN DATE PRO ESSIONAL L4ND SURVEYOR J. 4 DOYLE #3755 NO. DATE DESCRIPTION