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0064 OLD HARBOR ROAD
b oci) 11 I` If� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �� / Application He71th Division _ f �y► Conservation Division -0&07G Permit# Tax Collector Date Issued Treasurer Application F 0 6 Planning Dept. Permit Fee S Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 4,V Village ntly,,f A1,4V t-r Owner J eeil oV ;gvioi ea>y,o 4•lZ Address Telephone �4'� - 29 — do s_.J Permit Request i —� ` � �Jh �• A A nl f. Square feet: 1st floor:existing AZ®©Ze proposed lZaD_2nd floor:existing � proposed —Total new and Zoning District Flood Plain Groundwater Overlay Project Valuation 06 Construction Type �ao� .G�,�� Lot Size 'Peso t SA Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. +il Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) ' c,; Age of Existing Structure 2Z- 30 9,Xx Historic House: ❑Yes 4 No On Old King's Highway: ❑Yes- A No Basement Type: ❑Full ;M Crawl ❑Walkout ❑Other A14.6,1—' New 4.4 sa le Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new l Half:existing cl) new Number of Bedrooms: existing_ new to Total Room Count(not including baths):existing 7 new D First Floor Room Count _I— Heat Type and Fuel: A Gas ❑Oil ' ❑ Electric ❑Other Central Air: 4 Yes ❑No Fireplaces: Existing % New Existing wood/coal stove: ❑Yes- ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use S � BUILDER INFORMATION C. S-p g j 1�-g Name r"° ! Telephone Number Oy:-V Address 1 ��. � License# ��Z1 �i Home Improvement Contractor# / 1s Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE s � g F � ' - FOR OFFICIAL USE ONLY n t PERMIT NO. - DATE ISSUED ; i MAP/PARCEL NO. r I r ADDRESS' VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME OCC O 4 INSULATION L Y C/�✓ "" �� FIREPLACE c ' ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL J GAS: ROUGH FINAL } t FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 rma miugauon rnrougn sman iouuuauuu uuuu vcuw r. a WWI, .y}+ A--: IN Smart VENT Flood VENT s. World's FIRST and ONLY ICC Certified Automatic Foundation I Vents ICC CERTIFIED to the building code requirements of the ICC, IRC, Bi SBCCI, and ICBO. Also conforms to the flood insurance requirement! FEMA and the National. Flood Insurance Program for automatic relief , hydrostatic pressure on the foundation walls due to rising or falling floodwaters. FEMA and the NFIP require this feature for all buildings within a floodplain or areas prone to flooding. The all STAINLESS STI construction meets or,exceeds all flood and corrosion resistance code requirements and the REMOVABLE flood door allows for easy cleanin Partner in Mitigation with FEMA Region II, and an American Institute Architects Continuing Education credit provider for Health, Safety, ar Welfare we are dedicated to education and code compliance. ,. , Three Models are Available All Models have the following features: ; t f.h //www.smartvent.com/htmVwhat.html ttp, 3/16/06 • Hood mtthgat[on through smart tounomon nooa vents • y o 8"x16" vents are certified as an engineered opening to cover 200 enclosed area below flood level . o Easily stackable to a 16" X 16" configuration for 400 Sq. Ft of covE one opening. o Provides automatic entry and exit of floodwaters to relieve hydrost pressure o Two patented floats automatically release with rising water and op Bi-directional flood door o Flood door automatically rotate out of the path of flood water, proN the required 3" diameter of completely unobstructed open area for fl water to enter and exit. o Stainless steel construction- Made in the USA- Smart VENT@: Used when Flood protection and ventilation are b required. o Louvers and screen automatically rotate out of the path of flood wi providing the required 3" diameter of completely unobstructed open for flood water to enter and exit. o Temperature controlled louvers automatically open in warm weath, close in cold o Provides 50 sq inches of net.free area for air ventilation, temperate control and radon evacuation o Easy-to-clean rodent and vermin-resistant screen Flood VENTTm: Used when one needs flood protection, but does net want ventilation o Insulated door minimizes heat or air conditioning loss from entries garages o Ideal for retrofit into a utilized space o Weather strip sealing keeps out air and insects Overhead Door VENTT"': Mounted in an overhead garage door. o The'easiest way to add vents and comply to NFIP flood vent requir o Used when wall space is at a minimum, as in a townhouse or condominium o Insulated door minimizes heat or air conditioning loss from entries garages hq://www.smartvent.com/htmVwhat.html 3/16/06 189 Harbor Point Rd. _. __ ___�"�. __��°"� _�_�A-'��O_�-.----�='-� ._ .Cumnaquu� :ArA�0��37-0361;-- ;----__ _ ___•_ ..... r . T%A"� l �..... -1Z> _.. ' - - -- - - - ... _. .. . __ : �.M Y �•- ,Y _ _.{,ter...G Opt L M PANIEL _ M c--1 k .....!_;. _. _ .. ... .... _ .._ _ _ _ . . o U ;. ... .. ... Q S G • [, RAMSBEAM V2 . 0 - Gravity Beam Design '%ensed to: Dan Braman, P.E. Job: 64 Old Harbor Road, Hyannis k Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = WlOX26 ' Fy = 36. 0 ksi Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking ` w: LOADS: Self Weight = 0. 026 k/ft Line Toads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 'LL2 0. 00 18 . 00 0. 375 0. 375 0. 000 0. 000 0. 500 0. 500 SHEAR: Max V (kips) = 8 . 11 fv (ksi) -=' 3 . 02 Fv = 14. 40 MOMENTS: Span Cond Moment @ Lb 'Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 36. 5 9. 0 '0. 0 1. 00 15. 69 24 . 00 15. 69 24 . 00 Controlling .- 36. 5 9.0 0. 0 1 00 15. 69 24 . 00 --- --- REACTIONS (kips) : t Left Right DL reaction 3: 61 3. 61 Max + LL reaction 4 . 50 4 . 50 Max + total reaction 8 . 11 8 . 11 DEFLECTIONS: Dead load (in) at 9. 00 ft -`0.227'' L/D = 953 , Live load (in) at - 9.OQ ft = -0.283 L/D = 764 • Total load (in) at 9. 00 ft = -0. 510 L/D = 424 et 189 Harbor Point Rd tv gg. _ _ . .. _ t`�(..1� � S.. .��•A�C� _tom _ .._. c> .� o r4 s _ _ oj v� ton of aIE A •: woe a- y_ - -ftit. ST oo� _ C� Rr�lSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. - a a a: 5 4 , F ' ' V Job: 64 Old Harbor Road, Hyannis h =` Steel Code AISG"9th Ed. SPAN INFORMATION: Beam Size (User Selected) — W10X26 Ey = 36 Qks . Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking w LOADS: Self Weight = 0. 026 k/ft t Line Loads (k/ft) . 4 Dist1 Dist2 DL1 DL2- Pre DL1 Pre DL2 LL1.' LL2 0. 00 18. 00 0. 375 0. 375, 0. 000 0. 000 0:. 500 0 . 500 SHEAR: Max V (kips) = .8 . 11 fv (ksi) .3. 02,. Fvr= 14 . 40' ' MOMENTS: 4r Span Cond Moment @` .Lb'- ,- w Cb ; Tension Flange ' Comp Flange ,;. kip-ft ft ft ,. fb, Fb fb Fb rry Center : Max + '36.5 9: 0 m 0. 0 1. OOc `'15. 69 " 24 . 00` . 15. 69 - 24 . 00 Controlling 36.`5 9 0 - 0. 0` `1.:00. 15. 69 V 24 . 00 -- --- REACTIONS (kips) ; Left Right. ." DL reaction �4 .� ,. 3.°61 " . ,' "3. 61 Y s-~ 4 . 50 . . s. - aMax + LL reaction` �y, 450 Max + total reaction 8 . 11 8 . 11 DEFLECTIONS: Dead load (in) at 9. 00, ft = Q-,227 L'/D = F 953 Live load ` (in) at- 9. 00 ft -- -.-0.283 L/D 764. • Total load (in) _ at', 9. 00 ft - -0 510; ' L/D 424 Ilk a x .. m a .n 3. " ; S-- ,. d . . r • u i °fIKKE ti Town of Barnstable Regulatory Services + BAMSTABLE, r MASS. g Thomas F.Geiler,Director i639' ♦0 ArF039. ' 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� bject property hereby authorize D/IjJ/�r� ��f/YIy D to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) r � Signature of Owner Date Print Name j Q TORMS:OVWNERPERMISSION L� t►,E Town of Barnstable Regulatory Services MAM B�wsr"eis. Thomas F.Geller,Director 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 ' r Owner: Map/Parcel: Project Address Builder: The following items were noted on reviewing: PP20 o f E lam- s� �S f=l�0� LL L-v L t-A P G-=LA S S T14 c v 2 Z I 9 l� yjf Reviewed by: Date: Q:Forms:Plnrvw s • ! .. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' a 600 Washington Street Boston, M4 02111 www.mass gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractor-s/Electricians/P)u>o�bers Applicant Information Please Print Legibly ibl Y Name (Business/Organization/Individual): Address: / � - � City/State/Zip: : .s% �" i� y �,� Phone #: ✓-j'G ' S��F,' 6 9e � Are you an employer? Check the-appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I \ 6 ❑ New construction employees(full and/or part-time).T have hired the sub-contractors Remodeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet:'$ g ship and have no employees These sub-contractors have 8- Demolition working for mein any capacity. workers' comp.imnrance. 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 11.0 Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.[] Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to sedure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify e s nd penalties of perjury that the information provided b ve is true and correct Si mature: Date: Pho e#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.Chy/To-Am Clerk 4.Electrical inspector 5.Plumbing Inspector ! 6. Other Contact Person: Phone#: I RUG, 25, 2006_12:43PM ASSOCIATED 'INSURANCE, NO 9067=P: �2/2� _ CERTIFICATE OF INSURANCE CERTIFICA IS UED A TIER F '� N O AND PRODUCER CONFERS NO ItICHI S UPON OERTIFiCATE HOLDER. TffiS CERTIFICATE Oceanside Insurance Agency InC CON AM>rt`�,EXTEND OR ALTER TO COVERAGE AFFORDED BY THE POLLICIES BELOW. 52 West Main Street COMPANIES AFFORDING COVERAGE Hyannis, MA 02601,a f �- L i � y t _ - ' COIPN Y A Ferman Cain Mutual,Insumce Co"",LETTER 7 Timber Lane I ` Mashpee, MA 02649 ------------------ r COVERAGESFOR THIS IS TO CERTIFY THAT THE POLICIES OF WSURANCB LISTED BELOW HAVE BEEN ISSUED TOT INSURED NAMED ABOVE RjES THE Policy WHICH H THIS INDICATED,NOTWITHSTANDING ANY REQUUtEMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO RICH T CERTIFICATE MAX 6E ISSUED OP.b4 AY DRRTAX,THE INSURANCE AFFORDED BY TIC'.POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, I?XCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY RAVE BEEN Itr.^uL'CED Blx'PAID CL-h—IMS. POLICY XFFUMVE POLICY$)J]niATT LDUTS CO TYPE OF B48URANCE PoucY N"ER DAT$(MMIDDNY) DATE(MM,DDNY) - - LT GENERALAGGREGATE S f,RNERAG LIABILITY PRODUL -COMPKJP AGO. I COMMERCIAL GENERAL LIABILITY "CALMS MADG�CUR PERSONAL bi ADV,INJURY S 4 EACH OCCURRENCE $ OWNER'S&CONTRACTOR'S PROT: IRE DAMAGE(AU 0-firs) S MED. PENSF(AN'one(-SW 3 ,wrOMOBILE LIABILITY. _q COMBINED SINGLE _ LIMIT 4 i4Y AUTO - (1 ODILY INJURY , I ALL UWNBD AUTOS V S Pcr person) SCHEDULED'AUTOS HIRED AUTOS C!erKci INJURY S, P pp:Jm) NON-OWNED AUTOS GARAGB LIABILITY PROPERTY DAMAGE S EACH OCCURRENCb = CESS LIABILITY AGGREGATE $ IMOKELLA FORM THP.R THAN UMBRELLA FORM w STAT WORKER'S COMPENSATION AND RY — - EMPLOYERS'LLABII ITY Anne»Anq 09/14=06 P4 dD3'J�= s _ - I _. -f _ GOA7l�rlo3t^in�� �'� A '.THE PROPRJgrOR, INCL .�. EL 4 -P Lf r IMrr j1o1 wo c PARTNERSMXECUTIVE X t' LDIS ASF EABMPLOYEE S to OFFICERS ARE; OTHER DESCRL7ITUN OF Ol'ERAT101',"HO ATIONSJYEffiCLESfEPFCIAL ITFM6 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BH CANGHLLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO HE THOMAS DAMS+LIO MAIL 10 DAYS WRMENNOTICB TO THr CERTIFICATE HOLDER NAMED TO OR LEFT.BUT FAILLU TO MAIL SUCII NOTICE SHALL 51POSE NO OBLICIATIO. OR 16 WINE BIRCH WAX LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR RBPMENTATIVBS, AUTHORIZED REPRESENTATIVE W. BARNSTABLE, MA 02668 11/17/2005 22:09 FAX 508 790 1677 FAIR INS W1001 I � I DATE(MMIDD/YYYY) ACOeDM CERTIFICATE OF LIABILITY INSURANCE 11/17/2005 PRODUCER (SO8)775-3131 FAX (SOS)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fai r, Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. Centervi 11 e, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED Maca lister Builders INSURERA; Western World HTB018 DBA: Mar k k Macal l ister INSURERS: Commerce Insurance Co. 347S4 64 Ebenezer Road INSURERc, Travelers Ind, Co of IL-ARWC 13S79 Osterville, MA OZ655 INSURERD-, INSURER E: COVE ES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' PDLICY EFFEC W PDUCY EXPIRATION LIMITS -TO MSR - TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY NPP97ZZ91 09/11/200S 08/11/2006 EACH OCCURRENCE 6 1,000,00 i DAMAGE TO RENTED S 300,O COMMERCIAL GENERAL LIABILITY CLAIMS MACE OCCUR MEO EXP(Any one person) $ S 000 A PERSONAL 6 ADV INJURY 3 1,000,OO _ GENERAL AGGREGATE 3 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG 3 2,000,000 POLICY 71 PRO- JECT LOC AUTOMOBILE LIABILITY 04MMZX2082 09/07/2005 09/07/2006 COMBINED SINGLE LIMIT $ Me sceldenl) ANY AUTO - j ALL OWNED AUTOS - BODILY INJURY S - Ii X SCHEDULED AUTOS (Per person) 100,000 B HIRED AUTOS BODILY INJURY 3 (Per eeddent) 300,000 i NON-OWNED AUTOS - iPROPERTY DAMAGE 3 i 100,000 AUTO ONLY-EA ACCIDENT 3 GARAGE LIABILITY ANY AUTO OTHER THAN EA ACC S AUTO ONLY; AGG S EACH OCCURRENCE S - EXCESS/UMBRELLA LIABIUTY OCCUR CLAIMS MADE - AGGREGATE S 3 i I DEDUCYIHLE S RE'iENTION 3 3 0209B80603 11/07/2005 11/07/2006 we 97ATU- I IF OTH- WORKERS COMPENSATION ANDS - EMPLOYERS'LIABILITY E.L.EACH ACCIDENT S 100 000 ANY PROPRIETORIPARTNERIEAECVTNC OFFICERIMEMBEREXCLUDED7 E.L,DISEASE-EA EMPLOYE S 100,000 u ye:,d.wibe under E.L.DISEASE_POLICY LIMIT 6 S00.000 SPECIAL PROVISIONSb-low i OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERT F TE NO E CANCELLATION SHOVLO ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEPORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1S GAYS WRITTEN NOTICE'TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, TOWn Of Mashpee BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY In Referance to: 634 Maushop Village OF ANY KIND UPON THE INSURER.ITS AGENTS OR REPRESENTATIVES. Mashpee, MA 02649 AUTHORIZED REPRESENTATIVE �/,�/ ,[ ufl 7(i[lkI(,a�Il CY c•(na` lKathySilvia FAIJSI ACORD 25(20Q1108} FAX (SO8)477-7380 OACORD CORPORATION 1988 . . DATE(MM\DD\YV) a1a1i:��® TaE + FlRA►tE . ........... - - PRODUCER THIS CERTIFICATE IS ISSUED AS A-MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SANDPIPER INS AGCY INC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 12 ENTERPRISE ROAD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE HYANNIS MA 02601 COMPANY 27BCN A AMERICAN ZURICH INSURANCE.COMPANY INSURED COMPANY FERNANDES, RICARDO W B 8 REDBERRY LN COMPANY MARSTONS MILLS MA 02648 C COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED.NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM\DD\YY) DATE(MM\DDWV) LIMITS GENERAL LABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE OCCUR. 5 PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ , FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per Accident) $ PROPERTY DAMAGE $ - GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ - v i HER THAN UMBRELLA FORM - .................................... A WORKER'S COMPENSATION AND STATUTORY LIMITS EMPLOYER'S LIABILITY (UB-954X431-A-05) 10-25-05 10-25-06 EACH ACCIDENT $ THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE DISEASE-POLICY LIMIT $ OFFICERS ARE: X EXCL DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS POLICY CANCELLED 03/07/06 THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. .:............................................ :.::.;;...............;:.;:.;:.: CIRTII?ICATE:H#TDI=R:»::>:««>;>:<:>::>:<:>:::>::»:<»;::;:::«»>::>:>«:>::::>::>::>::>:>:»::>:>::::<:>::>:;::>::<::<::::::>:»»»»>::>:<:::: CAt+1'.. .: : ............. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE TOM DANELIO LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 16 WHITE BIRCH WAY LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. W BARNSTABLE MA 02668 AUTHORIZED REPRESENTATIVE i::i:::: :::::::is :i::::::: :::: ::: :::: .::.::::.:::.::::::.::.:::.:: :.:::.::.::::.:4i ::.:::.::.:::�:i::::i'::::.::.: ':::.:::.1.:;: :ii:�.ii::: .._:.:::::::. :: :. r ::: �" w ZURICH 2420 LAKEMONT AVE STE 100 ORLANDO FL 32814 TOM DANELIO 16 WHITE BIRCH WAY W BARNSTABLE MA 02668 d� 0 0 M ° ACORD 0 m CERTIFICATE n OF 0 INSURANCE (On Reverse) 004223 A-CORDTM CERTIFICA OF LIABILITY INS URA E DATE(MM/DD/YYYY) 10/18/2005 PRODUCER (508)997-6061 FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box' 79398 Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# RED Ron's Excavating Inc. INSURER A, Central Mutual Ins Co. P 0 Box .1167 INSURERB: Arbella Protection Insurance Mashpee, MA 02649 INSURER C:.Guard Ins Company INSURER D: INSURER Ei COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE fMMIDDfYY) LIMITS GENERAL LIABIL ITY CMP9144435 08/24/ZOOS O8/24/2006 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY. DAMAGE TO RENTED $ 1OO OOO CLAIMS MADE OCCUR MED EXP(Any one person) $ lO OOO A PERSONAL&ADV INJURY $ 19000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- ECT LOC J AUTOMOBILE LIABILITY 73574400001 08/16/2005 08/16/2006 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) 1,000,000 X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) 11000,000 PROPERTY DAMAGE $ (Per accident) 1.,OOO,OOO GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY - .EACH OCCURRENCE $ - OCCUR FI CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND ROWC543384 10/11/2005 10/11/2006 X WCSTATU- OTH- EMPLOYERS'LIABILITY - - - _ _ - ANY PROPRIETOWPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 100,000 00,OOO SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 00,OOO OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, � Tom Damel l o BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY •16 White Birch OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. - Barnstable, MA-02668 .: ... :.,-. ,... AUTHORIZED REPRESENTATIVE - Joan Martin` ACORD 25.(2001/08) FAX:_ ©ACORD CORPORATION 1988 ACORD MAPI350 CERTIFICATE OF LIABILITY INSURANCE OP ID 08 22 0DATE(MMIDD/YYY6) 6 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The Thomas-Fenner-Woods Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1500 Lake Shore Dr.,Suite 400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Columbus OH 43204 Phone: 614-481-4300 Fax:614-481-4301 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company 10677 Installed Building Products INSURERB: American International Group a MAP Insulation Branch #350 INSURERC: LibertyInsurance Corp. Br 165 State Road INSURERD: Sagamore MA 02562 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN5K ADD' POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE MM/DD/YY DATE MM/DDIYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A PCOM MERCIALGENERALLIABILITY CAP5494290 03/01/04 10/01/06 PREMISES(Eaoccurence) $ 500,000 CLAIMS MADE X�OCCUR MED EXP(Any one.person) $ 10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $,2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 0 0,0 0 0 POLICY X . PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 A X ANY AUTO CAA5442477 03/01/04 10/01/06 (Ea accident) ALL OWNED AUTOS. BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS. BODILY INJURY X .NON;OWNEDAUTOS,. + ` (Peraccident)4 *' Y`.C: ..sn3_...'..5....? 7::.�'" ..y f..:.i. °.; ,il.. {�i:�'.•�::1" PROPERTY DAMAGE (Per accident)' j. .4'' :$' D- GARAGE,LIABILITY NT AUTO ONLY,:EA ACCIDE $ ANY AUTO.. M .._..... _ b F EA ACC $ OTHERTHAN..... - _ - AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $1,000,000 A X OCCUR CLAIMSMADE CCC4961624/BE2963320 03/01/05 10/01/06 AGGREGATE $1,000,000 Company B $Excess Liab DEDUCTIBLE - Each OCc. $ 10,000,000 - X RETENTION $10,000 Aggregate' $10,000,000 WORKERS COMPENSATION AND X TORY LIMITS I ER C EMPLOYERS'LIABILITY WA764DO05193015 08/01/05 10/01/06 E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? -. - _ E.L.DISEASE-EA EMPLOYEq$1,000,000 If yes,describe under _ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,0 0 0,0 60 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re: Any and all projects/work performed by the named insured. Primary & Non Contributory Ins. Cert holder is additional insured as respects liab. arising out of work performed by named insured if required by contract. CERTIFICATE'HOLDER CANCELLATION g 4 —---• ;- - — -~- �- ---- - --TObIDWBA- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION[ _.•,_�_ _ - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 -DAYS WRITTEN i.<_....' NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO_DO SO SHALL_ TOM:DAMELLIO IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR ,.`i16-WHITE BIRCH WAY W. BARNSTABLE "MA 02668 A REPRESENTATIVES. ` w ACORD 25(2001/08) ACORD CORPORATION 1 I IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) DATE(MM/DD/YYYY) .>C..W,M CERTIFICATE OF LIABILITY INSURANCE 108/22/2006 PRODUCER (508)775-3131 FAX (508)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 430 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 619 Main St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED Forestdale Forms INSURER A: AIM 26158 DBA: Kenneth Orcutt INSURER B: 36 Greenville Drive INSURER C: Forestdale, MA 02644 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR , MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE El OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND AWC7020254012005 12/02/2005 12/02/2006 WC STATU- OTH- EMPLOYERS'LIABILITY TORY LIMITS A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, THOMAS P DAMELIO BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 16 WHITE BIRCH WAY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. W BARNSTABLE, MA 02668 AUTHORIZED REPRESENTATIVE KathySilvia ACORD 26(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I ACORD 26(2001/08) T Table JS=b(continual) Prneriptive Packages for due and Two-Family Residential Bulldlnp Heated with"F`oaril Fuels MAXfMUM MINIMUM Glaring Glarng Ceiling Wall I Floor I Basement : Slab Heating/Cooling Am'M U-value= R-value' R-value R-value' Wall Pesimew Equipment Efficiency' P=kzge R-value° R-valuer 5101 to 6500 Heating Degree Days' 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 l9 10 6 Normal S 12% 0.50 38 13 19 10 6 85'AFUE T 15% 036 38 13 23 WA N/A Normal U 11% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 23 NIA N/A 85 AFUE W 15% 0.52 30 1 19 19 10 6 83 AFUE X 19% 032 38 13 23 N/A N/A Normal Y 13% 0.42 38 19 23 1 N/A WA Nomad Z 18% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 1 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303 a - --- - RVISOR 414G RBGUI-ATIONS . BOYAR©O.EBU1�Q pNSTRUCTION SUPE . Licenser 0 Nam►ie� Oa7q2 . �� 4611558 - �., :. ..i R� c, THONIAS P [),A 16 y�►HITE.:BIRCH � �8 Gom nissioner W BARNSTABLE, M' -- -�_ Board of$utldln _. ... HOIyE t gulatlons a R® lstrl tfwo EMEwT Ctandards ONT d S RACT Y 1895,2 �R THOMAS p p 7 ;a 6 A EL RITE BIRO , W.BARNSTABLE Mq o266g — Adrn�njstrator Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:TOM DAMILLO CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 09/05/06 DATE OF PLANS: 9/05/06 PROJECT INFORMATION: #64 OLD HARBOR ROAD COMPLIANCE:Passes Maximum UA=484 Your Home=476 1.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1063 38.0 0.0 32 Ceiling 3: Flat Ceiling or Scissor Truss 312 30.0 0.0 11 Ceiling 4: Cathedral Ceiling(no attic) 316 30.0 0.0 11 Wall 1:Wood Frame, 16" o.c. 2956 13.0 0.0 206 Window 1: Wood Frame,Double Pane with Low-E 323 0.330 107 Door 1: Solid 20 0.270 5 Door 2: Glass 99 0.330 33 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1520 19.0 0.0 71 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. ,The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 09/05/06 TITLE:TOM DAMILLO Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 3: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 3. Ceiling 4: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] I 1. Door 1: Solid,U-factor: 0.270 Continents: [ ] I 2. Door 2: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: I . Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I r 4- Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. , [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimnung pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120°F or chilled fluids below 55 °F must be insulated to the levels in Table 2. f Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulatiniz Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems- Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) °�zHE Town of Barnstable ti Regulatory Services BARNSTABLE, ' Thomas F.Geller,Director 9 nsnss. $ �A 1639. a`0 Building Division TED MA'1 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. / . Type of Work: /�/ �� �'0�1 /f�h'� Estimated Cost d Address of Work: ®� �d2 /Qaa/�r Owner's Name: Date of Application:__* �Z tify I hereby cer that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 , OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: ONVNERS PULLING THEM OWN PERMIT OR DEALING WITH UNREGISTERED CONT RACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER S OF PERJURY I hereby apply for a permit as the agent o �pJd 4' � Date Contra or Si e Registration No. OR Date Owner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 Quadruple 1-314" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 BC CALC0 esign Report-US 1 span f No cantilevers(0/12 slope Thursday,October 19,2006 20:11 Build 047 w File Name: BC CALC Project Jd[f lio Description: FB01 Add TU ild Harbor Rd Specifier: City, ,Zip: Hyannis, Ma Designer. Custq��;er eau 5t Company: Cod�oe tgR-1040 Misc: 2nd floor edge beam 7282-7556 :. 07 82 42 2 ax 1 it a j i 1 184X0 00 BO 61 LL 3240 Ibs LL 3240 Ibs DL 3398 Ibs DL 3398 Ibs SL 2025 Ibs SL 2025 Ibs Total of Horbwtal Design Spam=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type ReL Start End 100% 90% 116% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 18-00-00 60 15 06-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 18-00-00 80 ,n/a 3 roof Unf. Area(psf) Left 00-00-00 18-00-00 20 25 09-00-00 Controls Summary value %Allowable Duration Load case Span Location Disclosure Pos. Moment 38984 ft-lbs 58.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 7470 Ibs 34.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U304(0.71") 78.9% 2 1 output as evidence of suitability for particular Live Load Defl. U500(0.432") 71.9% 2 1 application.Output here based on building Max Defl. 0.71" 71.0% 2 1 code-accepted design properties and Span/Depth 15.4 n/a 1 analysis methods.Installation of BOISE P P engineered wood products must be in accordance with current Installation Guide Notes and applicable building odes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please. Design meets Code minimum(U360)Live load deflection criteria. call(BW)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-5/8". ALUOIST®,BC RIM BOARDT°",BCI®, Minimum bearing length for B1 is 1-5/8". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram �►{b d a • �• • cc •1 • a minimum=2" c= 10" b minimum=2-1/2"d=24" Pag 6 a I PIT company I B0� Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP ' Floor Beam1F1301 8C CALC® esign Report-US 1 span No cantilevers 1 0/12 slope Thursday,October 19,2006 20:11 B4hW. File Name: BC CALC Project J lio Description: FB01 AtlukisgoVild Harbor Rd Specifier: City, , Zip: Hyannis, Ma Designer: Cust9mg- eau 6, Company: Code,ve" ! AR-1040 Misc: 2nd floor edge beam 207-282-7556 ax: 07 82 42 2 1 1 iI 1 13 1 18-00-00 Bo B1 LL 3240 Ibs LL 3240 Its DL 3363 Ibs DL 3363 Ibs SL 2025 Ibs SL 2025 Its Total of Horizontal Design Spans=1840.00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Stan End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 18-00-00 60 15 06-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 18-00-00 80 n/a 3 roof Unf. Area(psf) Left 00-00-00 18-00-00 20 25 09-00-00 CofWols Summary yatue %Anowabte Duration Load Case Span Location Disclosure Pos. Moment 38824 ft-lbs 60.2% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 7280 Ibs 39.7% 115% 2 1 Left be verified by anyone who would rely on Total Load Defl. U342(0.632") 70.2% 2 1 output as evidence of suitability for particular Live Load Defl. U560(0.386") 64.3% 2 1 application.Output here based on building Max Defl. 0.632' 63.2% 2 1 code-accepted design properties and /Depth 13.5 n/a 1 analysis methods.Installation of BOISE 'SpanP engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Minimum bearing length for BO is 2-1/4". ALUOISTO,BC RIM BOARD-,BCIG, Minimum bearing length for B1 is 2-1/4". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are Connection Diagram trademarks of Boise wood Products,L.L.C. �{b f-d aL 0 0 c e o 0 0 a minimum=2" c=17' b minimum=3" d= 12" e minimum=3" Page pp 1 gam,, a g� `company " BOISE, Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam1F6O1 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, October 19, 2006 20:17 Build 047 File Name: BC CALC Project Job Name: Dimelio Description: FB01 Address: 64 Wild Harbor Rd Specifier: City, State, Zip: Hyannis, Ma Designer: Customer: Company: Code reports: ESR-1040 Misc: 2nd floor edge beam 12 1 1 1 3 1 1 1 1 11 1 18-00-00 AL B0 B1 LL 3240 lbs LL 3240 lbs DL 3309 lbs DL 3309 lbs SL 2025 lbs SL 2025 lbs Total of Horizontal Design Spans=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 18-00-00 60 15 06-00- 00 2 wall Unf. Lin. (pif) Left 00-00-00 18-00-00 80 n/a 3 roof Unf. Area(psf) Left 00-00-00 18-00-00 20 25 09-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 38585 ft-lbs 71.9% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 7076 lbs 51.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U327(0.661") 73.5% 2 1 output as evidence of suitability for particular Live Load Deft U532(0.406") 67.7% 2 1 application.Output here used on building Max Defl. 0.661" 66.1% 2 1 code-accepted design properties and Span/Depth 12.0 Na 1 analysis methods.Installation of BOISE P Pt engineered wood products must be in accordance with current Installation Guide Motes and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask questions,please Design meets Code minimum(U360)Live load deflection criteria. call(800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for BO is 3-1/4". ALLJOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for 131 is 3-1/4". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Connection Diagram b d a c a minimum=2" c= 14" b minimum=3" d= 12" Page 1 of 1 t Daniel L Braman,PE p 189 Harbor Point Road Cumniaquid,MA 02637-0361 . Phone(508)362-6016 u October 25. 2006 Paul Roma Building Inspector Town of Barnstable 367 Main Street, Hyannis, MA 02601 41 Project:25706 64 Old Harbor Road, Hyannis, MA For: Tom Damelio At your request and in the presence of Tom Damelio, I made a site visit to the above house to make a non-invasive structural evaluation. In particular the condition • of the basement structure was noted. The crawl space wall,about 4' high is poured concrete and sits on a poured concrete footing. No water leaks were noted. I find that this foundation is structurally sound and capable of supporting the changes proposed. OF s Daniel E Br ama ®AMtE r � L E. dhL � sssi -E � Io ,lxcl�old " .. Assessor's map and lot -number ..: �.!.. !�``�: � fl /�C/ 1" 10' 7 Sewage Permit number T"Er° TOWN OF BARNSTABLE Z 'EAHBSTADLE, i ?03 � 9 `e� BULLDING INSPECTOR a av a' . • `APPLICATION FOR PERMIT TO .'...- .....................................� � ....................................... •` TYPE OF CONSTRUCTION ..................................................................................................................................... ' ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to thefollowing information: Location /!� ,cr:%/�� X r �T �.....................................................:........... ......................... ......: • Proposed Use .�i...ih>H. �...t...............................:................................................................................................... ZoningDistrict ...............................,.........................................Fire District .............................................................................. Name of Owner N, �G.4 le a. a � �r, .../....Address .... Name of Builder .................Address 47i,� ..............................., . ., Nameof Architect .....- :17A. �-- :...............................Address........:.....:....... .................................................................................... Numberof Rooms ......'7.�... ." ...............................Foundation .............................................................................. Exierior R1 1 are. l,n •>. '�" . w � r„ /4 Roofing ...................................... A Floors .... ..................I........................Interior .................................................................................... .... _ ...... ........... Heating 7 >>�� ' Plumbing , 9—_. ................ ........ ................................................... Fireplace ..........:..:. :..'^... '...................................................Approximate Cost .............7 ...................`.............................. Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 16 i � r ! f 4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .......... 't�'.%�r f /1. -rri� .............. / Bod000v Kezozmtb A=325~67 . ' ^ � ` �r � ' 19474 'aoblmam Porch ' No ................. Permit for .................................... ~ .......................................................... -----. �1- b��ld Harbor Location ................................................................... Hyannis —~--^'-----------^------- K ennetb Bodmno / Owner ---- ........ _ ...._ ...._.___.\ ..... frame Type of Construction .......................................... —.—.--.^.—..—.----.--.~--.-----.. Plot ............................ Lot ................................ - re,vm Gu"xeo Date of Inspection_ ..................................... Date Completed ................\.................19PE IT EFUSE ..~ .a« � ~ � � �J � � � '------'-----'-----' ^—^ �- -'----' --' ~_ Approved 19 —.--------.---.—........—..--.—.—.. ' ----'---`------'—^—^^^—^^^'~^^^—' | . a �0 z coo �,. S11jS�aa VU ww i • f i I Gd Li it Par 4-11 77 zt -_- Ai ea I E t i ( I�•_ G. _�.._ 1 i Y 1 C t f t. :.a r; 36'-0 1/4" 2334 2334 2334 2334 cc8'-10" w ROOF . . � o BATH PECK , 04 r BEDROOM 266 2466 - ti DR�g BEOOM �3 10'-6" i•. DN u, CO CLOSET lit � 8'-5" 12'-1 " EXISTING 2nd FLOOR 20'-9" O > o 23'-4" z 9'-411 co x. 7 ,< o El 0 O w '-6 1/2" T-61 44 cr+ cfl ' w CD Fn 26'-0 1/2" ;x IMPORTANT- UPGRADE REQUIRED STATE`4 SMOKED DETECTORS LDING FORCODE REQUIRES THEIENTIRE DWEGLNGIWHEON- o( -' ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. _- -- NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE _ INSTALLATION OF SMOKE DETECTORS'-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. — CARBON MONOXIDE ALARMS a _ MUST BE INSTALLED PER — MASSACH BUILDING COD tt �" � �^�, USETTS _ i im, _ IJILLU _ I_ I' 1 1 1 I' ____..•.• .... .,. .C'L-wri.'�Z1._..;_.. ..:.._ lD 1 SS12132- 9• f a ;r.c auC•' c - - _ f `. - .-... QEZ2-ECEVATtOh\.: _. � � Lc•FT...E1.Evr_,il Or,l._.. . « v`OOKE .DETECTORS REVIEWED BAR STABLE BUILDING DEPT. DA 1L FIRE DEPARTMENT CITE 0TTI SIGNATURES ARE REQUIRE?FOR PERMITTING • Fi - - lipI : J.v. +..w_..- .-cam . -•, - -- --- _ — Go U - , .. ._ .. ...._ G201 IT.ELE'[�\ l O J _-- o. SZAV=n_l &Zc_LtlT,_.c ul- L CESICN... . - ` - •. - AL`Ci7iOr\S-�,a OC�U[ec=ets:,LPrG.tr:nS rM. - x a a 1 - -; IF �,�j. P _ N 1 I � :.•ccoa. _ � r 24 1B" ,i • _ mom•..•-o.n:._. 'i .1 e n I , ........... _......._ ....---._ —�I'---- ——a d u o (fI � G - �, (n E!!P 8 k-. ' 1 - 1 I TJ ._... IL ir r rn r s, 7, i I I � -mac• 14 10. in : a I r ' I b , 1 i -c I 1 I r , i w 1 _ r _ / r r _ 1 ,G i i `'\\ � n n�.. o r✓.r F o C v a rD ^ I .. . 0 a ap:i' yN. a 6 r+ L a ro S — If ..i:4 UGS.T I S. g rrl I 7\A:_ lj a , LZ i v E. i , i7 6 - S i 1 N y.' �`. 1 t.�o °°W'-r; -r-'i N• -C' I 'Irr ! '- — -- -._.__——' i' _ ._c�..-_ II � �C_. I_.. ... .. ..._.... •_ ` � ....._:....'. ' C ��,• CCt.Ci�wGLA.::� y _ - Cf'CU 4C-/ : i :4•Pl I �� .. .o• •. j ii k� ii - 1 1 I . I _ ! �I:WAry:r ..._...._....... . _ n 1 I I01, - i o j s .Ai I j� LD- I � I G, la W � ! • S I - �• �s it I • t I n • a � - Ir' ' P la ,,; ,. a� ti ��' ca`' ,. l� `= �� i ';� �. �- F l I I I REVISIONS: LOCUS INFORMATION NO. DATE DESC. I MP�N — N CURRENT OWNER: STEVEN & OVERLAY DISTRICT: NONE — S� PAMELA CUNDALL NITROGEN SENSITIVE — SOv�N PR$OR -A TITLE REFERENCE: CERT. 140622 ZONE: NOT A ZONE 11 — i PLAN REFERENCE: L.C. PLAN FEMA FLOOD "A9", DATED 7/2/1992 — ZONE DISTRICT: ELEVATION 10 v LOCUS O� �- ASSESSORS MAP: 325 PANEL #250001 0006 D — I 2 PARCEL: 067 — MINIMUM LOT SIZE: 43,560 S.F. 14'�!'>, >y ZONING DISTRICT: RB EXISTING LOT SIZE: 8,000f S.F. SETBACKS: FRONT 20 LEWIS �O SIDE 10' EXISTING LOT COVERAGE: 17% G4SN BAY REAR 10' II LEGEND NOTE: LOT IS SERVICED BY TOWN SEWER E LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE C.B. ® CATCH BASIN PROFESSIONAL KNOWLEDGE, INFORMATION SMH © SEWER MANHOLE AND BELIEF THAT THE LOT CORNERS, TMH 8 TELEPHONE MANHOLE DIMENSIONS AND SETBACKS TO THE F LP � LIGHT POLE STRUCTURE AS DETERMINED BY f INSTRUMENT SURVEY AND AS SHOWN ON U P L UTILITY POLE / LIGHT THIS PLAN ARE CORRECT. UPLT-* UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMERtw°FM�ss ♦� UP UTILITY POLE �o ivy p o CRMA—OHW — OVERHEAD ELECTRIC LINE BRB C3 FIELD >� 1 FND No.3eo39 p a —G— GAS LINE ' 10 GAS GATE WG ® WATER GATE `�� �'� —W— WATER LINE k EDGE OF PAVEMENT — — — — PROFIfSSIONAL LAND SURVEYOR DATE i OLD HARBOR ROAD (PUBLIC 40' WIDE CERTIFIED P LOT P LAN — — — -i--- EDGE OF PAVEMENT UPT GCB — � - -- - AT WG © GG #64 S43'04'00"E 80.00, IP i FND OLD HARBOR ROAD I I IN GUY HYAN N I S WIRE LOT 106 Y- ASSESSORS /� C Q 10 MAP 325 M A► ASS w ` o M PARCEL 67 8,000tS.F. (BARNSTABLE COUNTY) � I I LOT 107 —�-- ASSESSORS MAP 325 PARCEL 171 LOT 105 f w--' J AMAPS 3O25S NOVEMBER 189 2005 b r STOOP - -� I I PARCEL 66 O I I 0 9.7' 15.8' o r I O i a 24.5' 01cO f I I i� LO n I BRICK En 10 DRI�IEWAY� M 2 STORY N WOOD FRAME HOUSE #64 v I TOF=10.91 w THRESHOLD=11.8 _ O N to 39.6' PREPARED FOR: o Mr. JEFF GOLDSTEIN Z —GA S i- o THE HOUSE COMPANY METER 11.0' �^- ULKHEAD 19.5' P.O. BOX 1166 L) BARNSTABLE, MA 02630 (508) 771 -0303 7T�2 7 TIERED BRICK PATIO —+ � SC I Z, GF J so lo �D E-I& 0 UP to 657 Main Street, Route 28 } West Yarmouth, Massachusetts LEXISTING BUILDING SETBACK LINE ' 02673 a 508 778 8919 a C N �C 2005 The BSC Group, Inc. r- IP SCALE: 1" = 10' FND 0 1.25 2.5 5 MEMM N 43'04_00"W 80.00, 0 5 10 20 Fr V PROD. MGR.: CRAIG FIELD L LOT 104 ASSESSORS FIELD: D. GAZZOLO / J. McCARTIN MAP 325 CALC./DESIGN: K. HEALY PARCEL 65 DRAWN: P. HAGIST 3 CHECK: CRAIG FIELD FILE: 8907-CPP.DWG DWG. NO: 5672-02 SHEET 1 OF 1 JOB. NO: 4-8907.00 a