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HomeMy WebLinkAbout0134 WIANNO AVENUE �, �� � 0 o °o I �, ' X i 7 0 1 p i _ � tl' ���' [_ r - _ Y 1 r „ 1 h �, i s ' � ,_ �, �: A � a (.. `I {� u �� �. a tL �� l[]:�. ll ° � _ e' t t (aytjff` G' � - �� .. �: `4 .. � 0 �i _.,, �_.,. ,� � ,,,„ _ _ z �� F 1 C � � rna � �. �. 0 _. S Oo b J1 �- �►� �� � S �� b 4 i TOWN OF BARNSTABLE Building OF tNE 1� 201207141 BRN ASTABLE, Issue Date: 12/05/12 Permit MASS 9�A i639• �� Applicant: THOMAS,CLANCY Permit Number: B 20122955 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/04/13 Location 134 WIANNO AVENUE Zoning District RC Permit Type: POOL INGROUND RESIDENTIAL Map Parcel 141007 Permit Fee$ 125.00 Contractor THOMAS,CLANCY Village OSTERVILLE App Fee$ 50.00 License Num 164023 Est Construction Cost$ 42,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INSTALLING A 20'X45'INGROUND SWIMMING POOL WITH A POOL RAMS CARD MUST BE KEPT POSTED UNTIL FINAL D FENCE&GATE TO SURROUND 4'HIGH SELF LATCHING CHN L K INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BRESLIN,JUDSON BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1280 WASHINGTON ST.,APT 403 INSPECTION HAS BEEN MADE. BOSTON,MA 02118 Application Entered by: JL Building Permit Issued By: 01 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TE - RARILY 0 P tNT4j. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WEL 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 CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). POST THIS CARD 1 THAT IS VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health C,�� i i Barnstable 101712015 nd Closed -By Project Code Page 9 of 20 YCOMB CIRCLE WBAR 18,440.00 T STREET MM 2,000.00 ERELLA TERRACE MM 5,000.00 CH TREE ROAD MM 23,500.00. GREEN DRIVE MM 5,000.00 STRAWBERRY HILL ROAD HYAN 800.00 CKSKIN PATH CENT 16,196.00 ES OTIS ROAD CENT 21,538.00 LUNG HITCH ROAD CENT 8,771.00 OPTEAGUE LANE MM 5,609.00 JAH CHILDS LANE CENT 30,449.00 RSON WAY CENT 3,000.00 CKSKIN PATH CENT 25,400.00 IN STREET(COTUIT) COT 2,800.00 INNEY'S LANE CENT 1,300.00 NTUIT ROAD COT 20,000.00 FF TERRACE CENT 8,000.00 MMETT WAY MM 8,506.00 P'N CROSBY ROAD CENT 9,633.00 RRIE LEE'S WAY CENT 6,118.00 LINNEY'S Y ROAD MM 3,448.00 ANE CENT 5,686.00 NE CENT 9,265.00 RRACE MM 4,750.00 ROAD COT 4,500.00 D OST 17,000.00 y 21 13 11 12a Hostetter Homes 15084281974 p.1 Town of Barnstable Regulatory Services TOWOF BARNSTABLE Thomas F. Geiler,Director Building Division, 2013 MAY 21 Pli 12: 15 Tom Perry,Balding Commissioner 2D0 Main Street,Hyannis,MA 02601 Office: 508-862-4038 DIVISION Fax: 508-790=6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER 9= D (Permit required in order to process inspection) Today's Date . �2 .20'/3 Requested Date of Inspection hereby request an inspection under Massachusetts General (Electrsciaz� Law chapter 143, section 3L and 237 CMR 4.02(3). The installation will be ready for inspection at �37 �✓;ti��a �vt (_/Sl�c✓ (Property Location) Type of inspection requested: ❑ Temporary Service ❑ Service Re-inspection ❑ Excavation ❑ Rough Re-inspection ❑ Service Inspection ❑ Final Re-inspection ❑ Rough Inspection for ($100.00 Re-inspection Fee) ❑ Final Inspection for Other 7-op 'Po e)/ Owner or tenant arr-Y -o.-V-�a r// J Licensee's name, address, and phone�ac./Q,, rt ' '?O/ �P0`�f � "� Y// License number 46 19 F-AL Licensee's Signature This sectiaa to be completed by Barnstable Inspector of Wires Inspection date [Upproved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code: Q:WPFZes focmc:e1==quest Rcv-.arsroa . f r Town of Barnstable dF�rar "o Regulatory Services BARNm.,BM ; Thomas F.Geiler,Director �,�� Building Division �f0 MAY Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER (220 (Permit required in order to process inspection) Today's Date f 3 Requested Date of Inspection A 012 0/ I, ��,e y 114VLOIr e�s hereby request an inspection under Massachusetts General (Electrician) Law chapter 143, section 3L and 237 CMR 4.02(3). The installation will be ready for inspection at /3 (Property Location) Type of inspection requested: ❑ Temporary Service ❑ Service Re-inspection ❑ Excavation ❑ Rough Re-inspection ❑ Service Inspection ❑ Final Re-inspection ❑ Rough Inspection for ($100.00 Re-inspection Fee) ❑ Final Inspection for OtherC Owner or tenant /A0`lr Licensee's name, address, and phone License number Licensee's Signature This section to be co 1 t Barnstable Inspector of Wires IANInspection datV ' 2013 roved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code: Q:WPHes:forms:electrequest Rev:4/8/08 /� QQ'' l.onuttonwea&o/MaMackusetbe Official Use Only cc�� Permit No. �0 I o�0 2.eartment 0/-7ire Serviced Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/071 leave blank -41 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK `4 All work to be performed in accordance with the Massachusetts Electrical Code ),527 CMR 12.00 �l (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: / 3 City or Town of: t5401 7 To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. tQ Location(Street&Number) Q(l !oi c.vi-0 five Owner or Tenant /�w(`Y��JT`o� yl®r-- Telephone No. Owner's Address 1 tf t.✓ -o,r►o r>r �- Is this permit in conj t / ion with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building Q 0 1 Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: „V- Completion of the following table may be waived b e/ns ectorLo Wires No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA t Above In- o.o mergency ing No.of Luminaires Swimming Pool rud. ❑ rnd. Battery Units No.of Receptacle Outlets No. of Oil Burners FIRE ALARMS No.of Zones of No.of Switches No.of Gas Burners o. Initiatin D eteg and `• Inevices tv No.of Ranges No. of Air Cond. Total No.of Alerting Devices g Tons No.of Waste Disposers eat ump Num '"""ber Tons K ......... Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local Municipal ❑ ❑ Other Connection o w o No. of Dryers Heating Appliances KW Security Systems:* 6< _ ry No.of Devices or Equivalent 5 Z o o. of Water No.of No.of Data Wiring: N Z Heaters Signs Ballasts No.of Devices or Equivalent w s ri W 0-Z No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications WiriNo.of Devices or E uivalent Z o z OTHER: W Attach additional detail if desired,or as required by the Inspector of Wires. OL f- Estimated Value of le trical Work: (When required by municipal policy.) d W.�C) m Work to Start: l ��/ 3 inspections to be requested in accordance with MEC Rule 10,and upon completion. o w 5 INSURANCE C VERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless w� X a the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The a o m W undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. o CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) agoLU Co ~ I certify,under thepains andpeenalties f perjury,that the information on this application is true and complete. <o %FIRM NAME: IcG� di LIC.NO.: Licensee:6 ,"Iey, Signature LIC.NO.: (Ifapplicable,enter "e,x,ggmpt"in the lic��((�;;�e n tuber line.) Bus.Tel.No.: Y7� Address: ��-,Ei`/'� !n'lair� 01- y 27®►a^�S y �©a�c3-Z Alt.Tel.No.: *Per M.G:L.c. 147,s. 57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: S S ,i�lp11q Q a��G '� I w � i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel O� Application Health Division Date Issued Conservation Division : ' Application Fee Planning Dept. w - Permit Fee Date Definitive Plan Approved by Planning Board r�Historic - OKH Preservation / Hyannis Project Street Address 3 �/ (,/I4A!N'O Village D S '��//e �i1,4• OZ 65,E Owner �� �y �a yG i/L Address - Telephone / ' S'25- 56 y Permit Request lZCi✓o ysl& ell havi-e l/'r a � I ftaG� fed s � OeAia✓., Iti � S /4r.(� /� I,- dfi7 Square feet: 1st floor: existing 2-000 proposed Z Ja0 2nd floor: existing 80� proposed 00 Total new 900 Zoning District 2es Flood Plain 1VM Groundwater Overlay Project Valuation/ �Q�j �O Construction Type W Lot Size /t res Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 19 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes X No On Old King's Highway: ❑Yes j(No Basement Type: Full ❑ CrawlG ❑Walkout Other /161-v klG6 Cru w/ a,✓ /y Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 3 existing /new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing 3 New / Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exiatinIg ❑Z&wcs ze_ C5 N Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ Commercial ❑Yes Icy,No If yes, site plan review # r� Current Use ��1 "'/� Proposed Use G i c APPLICANT INFORMATION // JJ (BUILDER OR HOMEOWNER) Name I&m ` 5&/ Telephone Number Address -7 License# �Sf� �iIle 144-,�• LJ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO U kJ W C y?i/z0� SIGNATURE DATE / d a FOR OFFICIAL USE ONLY �1 - APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS ~VILLAGE OWNER .� DATE OF INSPECTION: FOUNDATION / ®K I2 aI ` FRAME INSULATION ~ FIREPLACE 'r �3I�IZ _ 'ly ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i r FINAL BUILDING Cl DATE CLOSED OUT - `,� ASSOCIATION PLAN NO'-. , r of Town of Barnstable Regulatory Services mmrirsassBlE s Thomas F.Geiler,Director 039. � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 24, 2012 Adam Hostetter 770 Suite A Main St. Osterville, Ma. 02655 RE: 134 Wianno Ave., Osterville, Ma. Map: 141 Parcel: 007 Dear Mr. Hostetter: This letter is in response to application num ber 201201942 submitted to renovate the existing dwelling unit at the above referenced address. Unfortunately, the application is not approved at this time for the following reason(s): i 1) The construction documents submitted do not comply with 780 CMR R106.1.1. 2) Workers' Compensation policy number not provided. Respectfully, e . Lauzon Local Inspector (508) 862-4034 ' Town of Barnstable ' B Aeie�_' Regulatory Services Thomas F.Geiler,Director i639, `0� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Far: 508-790-6230 April 24, 2012 Adam Hostetter 770 Suite A Main St. Osterville, Ma. 02655 RE: 134 Wianno Ave., Osterville, Ma. Map: 141 Parcel: 007 Dear Mr. Hostetter: This letter is in response to application number 201201942 submitted to renovate the existing dwelling unit at the above referenced address. Unfortunately, the application is not approved at this time for the following reason(s): 1) The construction documents submitted do not comply with 780 CMR R 106.1.1. 2) Workers' Compensation policy number not provided. o o N — e Respectfully, vi ;1 Yv � a zon Local Inspector M (508) 862-4034 A►CORD� CERTIFICATE OF LIABILITY INSURANCE DATE(MMI12012 TI - 04/25/2012 Tt CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the Certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. if SUBROGATION is WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not Confer rights to the certificate holder In lieu of such endorsements). PRODUCER CONTACT Mark Sylvia insurance Agency,LLC PHONE FAX 404 Maln Street (g&,yM:.(508)428-D440 Arc.Ne1:(508)420.9227 a'o IL q rnark�mefks vieinsurance,com _ Centerville, MA 02632 INSURER(J7 AFFORDING COVERAOE NAIC R INSURER A:MOntpolier US Ins CO INSURED INSURER a!Travelers Insurance CD _ West Bay Management Trust tNsuRER c 770A Main Street - —• - Ostervllle,MA 026SS INSURER D: _ INSURER E INSUM F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILF NSR ADD BUSH TYPE OF!INSURANCE POLICYNUMBER MMIDD EFF MP!na LIMITS ~. GENERAL UAUILtrY MP0006001008848 12M2011 121412012 EACH OCCURRENCE S 1.000,000 X COMMERCIAL GENERAL LIABILITY OAMAG ES� ENT60 } 100,000 CLAIMS-MADE L-:•J OCCUR MEP EXP(Any are parer) ! 50,000 PERSONAL sADV INJURY S 1,000,000 OENERALAGGREGATE S 2,00_0.000 GEML AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG S 2,000,000 X POLICY PRO LOC s AUTOMOBILE LIABILITY COMBINED SINGLE UMR (Ee.aeddenlJ -- 3 . ANY AUTO BODILY INJURY(Per person) S ALL ONMEO SCHEDULED AUTOS AUTOS BODILY INJURY(Per accidard) S NON-OVWEO HIRED AUTOS AUTOS PPROPERTYIOLq E S - S UMBRELLA LAB OCCUR EACH OCCURRENCE EXCESS UAB CLAIMS-MADE AGGREGATE 3 DED I RETENTION S g woRKFttscaMPENDATION UB-7815805A 3/2312012 3/2312013 WC STATU OTH- AND EMPLOYER'S'LIABILffY IMIJ X E ANY PR.OPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT S 500,000 OFFICERIMEMBEREXCLUDEOT N!A (Mendlnm In NMI E.L.DISEASE-EA EMPLOYEd S 500,001) Use deawtw under DESCRIPTION OF OPERATIONS Ile!.- EL DISEASE•POLICY LIMIT S 500.000 DESCRIPTION OF OPERATIONS I LOCATIONS I WONCLES fAftmh ACORD 101.AdQtlonrtl ReMarke SCheduh,it mare ePKe Is rvqukwm Residential Carpentry CERTIFICATE HOLDER CANCELLATION (508)428.1974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEO BEFORE Hostetter Realty CO Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 770A Maln Street ACCORDANCE WITH THE POLICY PROVISIONS. Osterville,MA 02655 AUTHORIZED REPRESENTATIVE J 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 2S(2010105) The ACORD name and logo are registered marks of ACORD Engineering & NAILING SCHEDULE a Sa PDesign Co., Inc. UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX Suite Three - 155 East Grove Street - Route 28 AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH Middleborough, MA 02346 TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)10d EACH END RIM BOARD TO RAFTER(END-NAILED) (2)16d (3)16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d AT JOINTS STUD TO STUD(FACE-NAILED) (2)16d (2)16d 24"o/c HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o/c ALONG EDGES FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d (2)10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4"EDGE/4"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD WITHOUT GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS WITH 8d 10d 6"EDGE/6"FIELD STRUCTRUAL OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS — 7"EDGE 110"FIELD WALL SHEATHING WOOD STUCTURAL PANELS -STUDS SPACED UP TO 24"o/c 8d 10d 6"EDGE/12"FIELD y"AND% FIBERBOARD PANELS 8d' — 3"EDGE/6"FIELD y"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING (WOOD STRUCTURAL PANELS) 1"OR LESS 8d 10d 6"EDGE 112"FIELD GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD 'CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. jumer frairs ,1 � Office of Consumer Affairs& Busiocss Regulation k Qw, ^HOME IMP'� ROVEMENT CONT License or registration valid for individul use only Registration: ,y5�124 RACTOR before the aspiration date. If found return use Expiration: 612/2012 Type: Office of Consumer Affairs and Business Re =• DBA !0 Park Plaza_ WEST BAY MAN AGEM Suite 5170 gulatio EPfRJRUST'. Boston,NIA 01116 ADAM HOSTETTER 770 A MAIN ST. / OSTERVILLE, MA - 55, l'r . Uadenecretary _ Not valid without signature -- _ Massachusetts- Department of Public Safct-i Board of Building Regulations and Standards Construction Supervisor License r License: CS 94302 ADAM HOSTETTER;:• 770 SUITE A MAIN ST OSTERVILLE.'MA:M55 Expiration: 12/22/2013 C.mmi kiiuoer T r#: 7378 The Commonwealth of Massachusetts fu Department of Industrial Accidents Office of Investigations 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): f � f Address: AJ e City/State/Zip: 0� ✓i1 11.e M . Phone #: Are you an employer? Check the appropriate box: 1.®.I am a employer with 7 4. I am a general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [ Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. ' employees and have workers' [No workers' comp. insurance comp,insurance.$ 9. ❑Building addition required.] 5. D We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers comp, right of exemption per MGL 12.0 Roof repairs insurance required.] 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.Insurance Company Name: WCS C o Policy#or Self-ins. Lic.#: wG w 3 d 2- Expiration Date: / Job Site Address: -3 "I i "Jv �e City/State/Zip: 6/51-U `�1 I't �-, 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. 1 do hereby certify under a pains and penalties of perjury that the information provided above is true and correct Signafore: _ Date: Phone#: 0 V 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#: ,HE, Town of Barnstable Regulatory Services • auwsTAsc,E, • MASS. Thomas F. Geiler,Director 16y Epp► Building Division Tom Perry,Building Commissioner 200 Main Street Ryannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, r0 '�`��`''�'""- , as Owner of the-subject prorty e n I p P hereby authorize ! S to act on my behalf, in all'matters relative to work authorized by this building permit ley ivi Aa1r✓() X2 (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed nd accepted. Signature Vf Owner Signature of Applicant I,, Print Name Print Name" 3 30 �v y Date Q:FORMS:O WNERPERMISSIONPOOLS . r- r •` r r THE Town of Barnstable Regulatory Services a,►MerestE,.; Thomas F. Geiler,Director y MASS. 1639. 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 I HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state ;zip code , The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides.or intends to reside, on which there is, or is intended to be, a one ortwo-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "hom6owner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. t The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and j requirements. I i Signature of Homeowner I Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be'required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109•.1.1.-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner,certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue.is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forrms:homeexempt 12/20/2011 15:48 5084209227 MARK W SYLVIA _ PAGE 01 ® DATE(MMMOIYYYYI -ACORO CERTIFICATE OF LIABILITY INSURANCE 12/2012011 llh� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR.NEGATiVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policyl(e9)moat be endorsed. tf SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain pollcle s may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lleu of such endorsemen n. CONTACT PRODUCER Mark Sylvia Insurance Agency,LLC PHONE 771 Main Street j1o,.Ea11�(`6081429 -044 0 _ ��_(50E)'020-9227 EAo gw:mork,@merkaylvlainsurance.com j. Osterville,MA O2655 INSURMISI AFFORCING COVERAGE_ Nac r INsuRER-A:Montpelier US Ins Co •. ,.._..._ i INSURED IN9uRER e:WesCO Insurance Co West Bay Management Trust 770A Main Street IN9uRe R c — ' Osterville,MA 02655 INSURERD' _L. — NSURERE: .__. _.. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT tO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT To ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF.SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN7R TYPE OF INSURANCE A POLICY NUMafiR n_.'.. M Lnry t� POUCT EXP — .. LIMRB LTR A OENERAL UABILrrr MP000600100OW 12141Z011 12/02012 EACH OCCURRENCEDAMAGE TO FAENTI-u COMMERCIAL GENERAL LIABILnY ?9Efldt.9.E„S-i EIt9zy.rL'L--) = I 100,000 ` CLAIMSa9ADE n OCCUR LnEO EXP(AnT_�enw S 501000 PERSONAL a ADV INJURY 3 1.000,000 ggN_.q!AL AGGREGATE 3 1 2,000.000 GEML AGORFOATE LIMIT APPLIES PER: PRODUCTS•COMPI IP AGG 3 2,000,000 POLICY P 0 _ LOC AUTOMOBILE LIABILITY Will D SINOLE LNNfi = ANYAVrD BODILY INJURYIPwp9n s< AUTOS SCHEDULED r� HEEDULED BODILY INJURY(Par I)<CIQafR) i AUMS NON-OWNED PROPE fi bAT.1AGE HIRED AUTOS AUTOS 3 UMBRELLA LIAR OCCUR EACH:000URRENCE_„_ ,,,_3_j I EIICESS UAB CLAIMS-MADE AGGREGATE . . 31 DED RETENTION3 f B WORKERS CDMPEN6ArON WWC3021209 3/2312011 3123/2012 wC srnru X 0TH. AND EMPLOTERS'LIABILITY LLIM ER— YIN ANY PROPRIETORIPARTNERIEAECUTIVE a N I A E,L,EACH ACCIDENT S 500,000 AI OFFICCREMBER EXCLUDED? (Mendstory In NNI E.L.DISEASE.EA EMPLOYE 500,000 Ilyyaaaa deseriba v+dol OEbGIRIPTION OF OPERATIONS alo. E.L.DISEASE.POLICY LIMB S SOO,000 I WSCAIPTION OF OPERATIONS I LOCATION3I VEHICLES (ALUcP ACORD 101,Additional Rer"rlts ScAeelrle.N mate sped U rplAted) Landscape Gardening, Painting, Carpentry CERTIFICATE HOLDER CANCELLATION (50a)426-1974 SHOULO ANY OF THE AGOVE DESCRIBED POLJCIES BE CANCELLED BEFORE Hostetler Realty Co Inc TILE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 770A Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Osterville.MA 02655 AUTHORIZED RMWENTATrVE Ap 019e8-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 530.1.2.1.1)1 Engineering & Design Co., Inc. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)...............1'-9"<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral..............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13).................................T=162 plf Q Gable Rake Outlooker.........................................(Figure 20)2 ft max allowed<_smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).............................................. U=417 lb. Q Lateral(no.of 16d common nails)...(Table 14)....................................... L=228 lb. Q Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ...... CDX Q Roof Sheathing Thickness............................................ ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)...................................8d 6"edge/6"field Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' W�Design Engineering &Co., Inc. Notes: The compliance checklist is typically used for the prescriptive design method for high wind construction for structures located with in exposure B.When a structure is located in exposure zone C,the checklist is used as reference guide to help determine the areas of a structure that need further structural evaluation.The forces that have been provided on this checklist have been calculated for this particular structure located within exposure zone C. 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16•and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -MEN THM EDGE REM oN �hAtING USEW NAILSZ11 T6 1.9 11 11 1 1 1 1 11 ie i u u r r 1 1 1 r 11 Il 11 11 1 Ztoll / 11 � 11 Ir•F i i Q tl FRMING MEMBERS ' 1 It < i :i 1 i 1 EDGE 6dT6iMED1ATE 1 + z m A.ii fi I ' 1 � 1 Ir I 1 � � 1 � 1 r ,7 11 ' 0 i 1 l i 1 r i 1 o� ^�- 11 V i1 17 F is *i 3 i STAGC•EREO 3'MPr. ' ii ' --_--- i} NlAILPATTERN PANEL u - -1a•- -.•'lt.� �'. PAW_EDGEY DOUBLE NAIL EDGE SPAONG DETAL DOUBLEEDGE `------- + tJAILSPACING PANE1_ a r, Detail v Vertical and Horizontal Nailing See Detail on Next Page for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment r 03 12 02:49p Hostetter Homes 15084281974 p.1 U.,ltLJ/LulI 1O:01 . 1Dnay5i278I MARK SYLVIA INS PAGE 01 Terri Orlando, Licensed, CISR 404 Main Street Mark Sylvia Centerville MA 02632Insurance (508) 957 2125 Agency (508) 957-2781—Fax terri@marksylviainsurance.com Long-term Care • Medicare Supplements • Life • Disability Annuities e All types of Property, Casualty and Business Insurance 01� Ter Barnstable Building Department From: Teri Orlando x17 Fax: 508-790-6230 Pages: INCL COVER Phone: Date: 3/23/12 air. West Bay Management Trust CC. .Fax Ulent For Review Please Comment Please Reply 0 Please Recycle • Conxnents: Attention: Paul The .Workers Compensation application for West Bay Management Trust has been submitted to the MA Workers Compensation Bureau fnr policy assignment Only the Assigned Cancers can issue a Certificate of Insurance for an assigned risk Workers Compensation policy. As soon as the policy has been assigned to a Carrier,we will provide the Certificate of Insurance. Please contact us with any questions_ J Regards, Apr 03 12 02:49p Hostetter Homes 15084281974 p.2 arc Ro' CERTIFICATE OF LIABILITY INSURANCE °"TI2120 RDf2D1 �.� ,21 TM CERTFICATE IS ISSUED AS A MATTER OF NFORMATION ONLY AND CONFERS NO RIGM UPON THE CHtT1FICATE HOLDER TM CERTi1CATE 1DOQS NOT AFFIRMATIVELY OR NEGATIVELY AII1111113MD, EXTEM OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETIIYEEN THE ISSUING NSURERjS!, AUTHORRED REPROWNTATIVE OR PRODUCER,AND THE CERTFICATE HOLOM IMPORTANT: tF tho arti8ate holder Is an ADOITIONAL INSURRED,the poftylks)rrxM be mWorssd. If SUBROGATION IS WAIVED.subject to the toms and condUfons of tAe policy.certain Wicles rn*J require an endorsaraerlt, A statllurrant on this eertiReale does not confer rights to the certFRaW polder in lieu of such s. rROKXXK MAYS: Mark Sytvle hlsurarrco Agency.LILC PNORfI¢ AX 771 Man Street (AMC,Noe(SO$ja20-9227 �L rRa ivlalrtirlrance.bom _ ' CSILfVtIIe,IIIA0265S iRSi1RHR!)AFFOWNGCAVMAGE I NIYC■ _. #Ogt# 71 A'tlAontpeier US Ifts Co woipm INEIURiD ___. WCst TlIlS, a;vd"co kturance Co 77DA Main Street C: 09temle,MA 026W Wti1R9Ff D: f 1 9E: _.. F: 1 COVEfRAGES CERTIFICATE NUMOM REMION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSU IRMCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOrCATED. NOTWTHSTANDING ANY REOUIREMENT. TEAM OR CONDITION OF AKY CONTRACT OR OTHER DOCUMENT IIww RESPECT TO'AHICN THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE MURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF.SUCM POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLANS. TYPE OF INCURANCG p0Ucr NYr MM94ALUANLrTr MIPDO08ODIDOO 8 11 rACNOCCIIRRIELMM s 1,OQO,t�00 cowmRcYAL cemeRAL UAssiTr ° s ! 100.000 i CtaArSa1A0E OCCUR Aipy ens on L ' 50,000 R800m a ADV KA RY % 1 IWO= GLWIAfSL►i1A471IaRTAPOLICSPgt -- ,oE . A8 EGATE f 2.OW.D00 PjtgE_ fOq AGG s 2 000 000 Fax,F. LOC t i AUTOigRFUTANUIT► Sfr(OlEL7Ylrr F I ANYX= /t��p1�,p DODELYNtUtrrl►.rprYQ,) s AUTU r � AUTM IGD E wiv Atltfls ltD011rwu11t1►ereamb NIReO AUTOS "ON-OVA�O AUTIIS I s USIGNSILLA UI#o OCCUR Eoem UAe HCLAM—gswoE AovREo!4 _.— 31 oED RET1rNTIONs a 9AMC EMPLOYEAT tlAai�Y WWC3(321209 3rJ-=11 3r2 W12 wCsra X DTM. rf AOFFICIMMEN15"V=wew N f A L.EACH AccwtT s 500 OOD llfbareov!r•NMI. E.L DISEASE-EA EWLOVEES I 5W D00 ° �X OF eOP r PATIOUS°i1" ei DoeAsle•vlxleT UrATr s 500.000 ' a 0=1lrvrrDll OF OPOtATIM I LOC'ATIOMI f VEMCLO pmCS ACOM 101.A460"M R~8 SC66OL R R nrn rr+Ce Y#*qLa" I Landscape Gadaivng, Pakning. CarpeMry ! i - CERTIFICATE HOLDER CANCELLATION (50t3}M128.197a 314OULD ANY OF THE ADM 0=;F =POLK3ES BE CANCELLED BEFORE HOE:GUrR ISIty Co Inc THE EXPIItATIOK DATE THEREOF, NCTMG WILL BE M WEAED N 770A Man Sheet ACC ORDANCE VXTN TWE POLICY PROVISION& Osterville,MA(12655 AUTNOR¢eD R04M$VRATNt l IS 019M2010 ACORD CORPORATION. A l dghts reserved ACORD 26(201OMS) The ACORO naere and logo are r"istared nmdm of ACORD Generated by REScheck-Web Software Compliance Certificate Project Title: Taylor/Sakurai Main-134 Wianno Ave Energy Code: 2009 IECC Location: Osterville, Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone:. 5 Construction Site: Owner/Agent: Designer/Contractor: 134 Wianno Avenue Adam Hostetter Tim Luff Osterville,Massachusetts 02655 Hostetter Homes Archi-Tech Associates,Inc. 770A Main Street 6 School Street Osterville,Massachusetts 02655 Cotuit,Massachusetts 02635 508-428-2828 508420-5335 Compliance:Passes Compliance:0.0%Better Than Code Maximum UA:387 Your UA:387 The%Better or worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling-Existing:Cathedral — — — — — Exemption:Framing cavity not exposed. Ceiling-New:Cathedral 890 30.0 0.0 30 Ceiling-Existing:Flat or Scissor Truss — — — — — Exemption:Framing cavity not exposed. Ceiling-New:Flat or Scissor Truss 138 30.0 0.0 5 1 st.Floor-Existing:All-Wood Joist/Truss Over Uncond.Space — — — — — Exemption:Framing cavity not exposed. 1st Floor-New:All-Wood Joist/Truss Over Uncond..Space 1061 22.0 0.0 .45 Wall-W.I.C.:Wood Frame,16in.o.c. 68 19.0 0.0 3 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 WalkStudy:Wood Frame, 16in.o.c. — — — — — Exemption:Framing cavity not exposed. Rogue Valley:Solid 25 0.260 7 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 Wall-Laundry:Wood Frame,16in.o.c. — — — — — Exemption:Framing cavity not exposed. Rogue Valley:Solid 21 0.260 5 Wall-Kitchen:Wood Frame,16in.o.c. 72 '19.0 0.0 4 Wall-Kitchen:Wood Frame, 16in.o.c. 136 19.0 0.0 7 PCCM-2947:Wood Frame,2 Pane w/Low-E 9 0.300 3 PCCM-2947:Wood Frame,2 Pane w/Low-E 9 0.300 3 Wall-Kitchen:Wood Frame,16in.o.c. 22 19.0 0.0 1 Wall-Living/Dining:Wood Frame,16in.o.c. 269 19.0 0.0 13 i PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E • 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 Wall-Living/Dining:Wood Frame,16in.ox. 225 19.0 0.0 8 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 Project Title:Taylor/Sakurai Main-134 Wianno Ave Report date:04/27/12 Data filename: Page 1 of 11 i PCDH-3365:Wood Frame,2 Pane wl Low-E 15 0.300 5 Custom Arch:Wood Frame,2 Pane w/Low-E 6 0.300 2 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 Custom Arch:Wood Frame,2 Pane w/Low-E 8 0.300 2 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 Custom Arch:Wood Frame,2 Pane w/Low-E 6 0.300 2 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 Wall-Living/Dining:Wood Frame,16in.o.c. 269 19.0 0.0 8 ASCFS-14182:Glass 80 0.300 24 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDW3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCDH-3365:Wood Frame,2 Pane w/low-E 15 0.300 5 Wall-Mstr.Bed.:Wood Frame,16in.o.c. - -- - - - Exemption:Framing cavity not exposed. PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 PCCM-5365:Wood Frame,2 Pane w/Low-E 24 0.300 7 PCDH-3365:Wood Frame,2 Pane w/Low-E 15 0.300 5 ASCIF-7282:Glass 41 0.300 12 Wall-Mstr.Bath:Wood Frame,16in.o.c. 16 19.0 0.0 1 Wall-Mstr.Bath:Wood Frame, 16in.o.c. 101 19.0 0.0 5 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 2nd Floor-Existing:All-Wood Joist/Truss Over Uncond.Space. - - - - - Exemption:Framing cavity not exposed. 2nd Floor-New:All-Wood Joist/Truss Over Uncond.Space 421 22.0 0.0 18 Wall-Mstr.Bath:Wood Frame,16in.o.c. 115 19.0 0.0 6 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Wall-Mstr.Bath:Wood Frame,16in.o.c. 41 19.0 0.0 2 Wall-W.I.C.:Wood Frame,16in.o.c. 122 19.0 0.0 7 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Wall-Bed.2:Wood Frame,16in.o.c. - - - - - Exemption:Framing cavity not exposed. Wall-Bed.4:Wood Frame, 16in.o.c. 71 19.0 0.0 4 Wall-Bed.4:Wood Frame,16in.o.c. 152 19.0 0.0 6 PCDH-2959:Wood Frame,2 Pane w/Low-E 12 0.300 4 PCTRDH4117:Wood Frame,2 Pane w/Low-E 5 0.300 2 PCDH4159:Wood Frame,2 Pane w/Low-E 17 0.300 5 PCDH-2959:Wood Frame,2 Pane w/Low-E 12 0.300 4 Wall-Bed.4:Wood Frame,16in.o.c. 71 19.0 0.0 4 Wall-Bed.3:Wood Frame,16in.o.c. - - - - - Exemption:Framing cavity not exposed. Wall-Bed.3:Wood Frame, 16in.o.c. - - - - - Exemption:Framing cavity not exposed. PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3. PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Wall-Bed.3:Wood Frame, 16in.o.c. - - - - - Exemption:Framing cavity not exposed. Wall-Dressing:Wood Frame,16in.o.c. - - - - - Exemption:Framing cavity not exposed. Wall-Dormer:Wood Frame, 16in.o.c. - - - - - Exemption:Framing cavity not exposed. PCDH-2541:Wood Frame,2 Pane w/Low-E 7 0.300 2 PCDH-2541:Wood Frame,2 Pane w/Low-E 7 0.300 2 PCDH-2541:Wood Frame,2 Pane w/Low-E 7 0.300 2 Wall-Dressing:Wood Frame,16in,o.c. - - - - - Exemption:Framing cavity not exposed. Wall-Bed.2:Wood Frame, 16in.o.c. - - - - - Exemption:Framing cavity not exposed. Project Title: Taylor/Sakurai Main-134 Wianno Ave Report date:04/27/12 Data filename: Page 2 of 11 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 19.00 Floor I Foundation 22.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door 0.30 NA CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: Wall-Bed.2:Wood Frame,16in.o.c. — — — — — Exemption:Framing cavity not exposed. PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. bJ-0.01)Sk L�A)I ��nln ti- 4 27 2017-. Name-Title *S- ature' Date i Project Title:Taylor/Sakurai Main-134 Wianno Ave Report date:04/27/12 Data filename: Page 3 of 11 i PROJEC. /� � NAME: CL I vi ADDRESS: Alp 1 , PERNM# B D PERNUT DATE:_ I 12 LARGE ROLLED PLANS ARE IN: vIBOX SLOT Data-entered in NIAPS program*on:. / BY: q/wpfiles/forms/archive �INE � TOWN OF BARNSTABLE Building ' 201207544 BARNSTABLE, +" Issue Date: 12/17/12 �'� Permit MASS �A 1639• Applicant: C rFG�a Permit Number: B 20123051 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/16/13 F cation 134 WIANNO AVENUE Zoning District RC Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 141007 Permit Fee$ 35.00 Contractor HOSTETTER,ADAM Village OSTERVILLE App Fee$ 50.00 License Num 152124 Est Construction Cost$ 6,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD A SEGMENTAL RETAINING WALL 5 FEET TALL BY 150 FT LON4HIS CARD MUST BE KEPT POSTED UNTIL FINAL AROUND THE TENNIS COURT INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BRESLIN,JUDSON BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1280 WASHINGTON ST.,APT 403 ` INSPECTION HAS BEEN MADE. BOSTON,MA 02118 Application Entered by: PR uilding Permit Issued By: E-2 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SB)EWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PE NENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION r RESTRICTIONS. - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST THIS CARD SO THAT i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health t a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �r,�; k` ,=� q. 48 Application # of ZV LUfL i't Health Divisions I J —B Lt T Date Issued 1 Z Conservation Division / Application.Fe' Planning Dept. DIVISIC", , Permit Fee ql Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 34 W t R wwn AVE Village (55-� 2JZ V;\\ -e, Owner 0—r r n fz, Address :5;aavLR Telephone y c Permit Request i/ Cam, S'u /Yc vavd-(moo � 2 S�If 14kAIPISIl,l &4,1 Li .;n 6k Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay . Project Valuations On Construction Type �Oy L Lot Size 59 01N�B Sa FT Grandfathered: ❑Yes *No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes X No On Old King's Highway: ❑Yes 1XNo 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: 777 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGa' s ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing A new size Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use _ T APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /4M Telephone Number �� 94 Address /b /a.rfA. _ License # C � - (� t� •� M�c� IC 6 LO a qe Home Improvement Contractor# �(� 4 �J Z Worker's Compensation # sa ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO oGP-UOSS c► SIGNATURE Z(2:42 DATE /��/ tl FOR OFFICIAL USE ONLY APPLICATION# d a. r DATE ISSUED q MAP/PARCEL.NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME l INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL } GAS: ROUGH FINAL FINAL BUILDING z DATE CLOSED OUT ASSOCIATION PLAN NO. Department of Industrial (ccideiits Office of Investigations s 600 Washington Street _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant haformation -Please Print Legibly Name(Business/Orgmizadon/Individual):. C e n3 C�4 •C.,o N--f c_(_A-p/, To M C 1 r,,..1!r: _A Address: 1 C 1 e.,V N � City/State/Zip: 111\A d LC&1`0 ., oa q.6 Phone.#: CSC g, fo `"0�0 -7 fo Are you an employer? Check the appropriate bog: Type of project'(required):- 1.N I am a employer with 3 . 4• '❑ I am a general contractor and I * have hired the stab-contractors 6. ' New construction.. .. employees (full and/or part-time). . - 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet.,: 7. ❑Remodeling ship and have no employees These sub-contractors have ' '8. ❑Demolition working for me in any capacity. employees and have workers' 9. ' addition -•[No workers' comp.insurance. comp.insurance.$ Buil❑ required.] 5. ❑ We are a corporation-and its 10.0 Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all•work 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 infomation. t Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: t'I O l C N T Q S Co Policy#or Self-ins.Lic.#:_ �, Ds-9 9 Expiration Date: o o Job Site Address: ^1 �: ` AJ D A V t OS--Q.Er�1i 1 ty/State/Zip: 1" e� 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, aswell as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under pa d penalties of perjury that the information provided above is true and correct Si afore: r41-1-Al It Date: Phone#: Okra! e only. Do not write in this area, to be completed by city or town official• City or Town: Permit/License# i 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#: . `CERTIFICATE OF LIABILITY INSURANCE DATE(MI MlDDJYYYY) 5 081OV2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorser!. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statementon this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTT DAVID JOHNSON CRIS ASSOCIATION INSURANCE AGENCY INC PHONE 876-424-Jr752 FAX 149 WESTBORO ROAD MAIL AIAdNC TER,NET UPTON,MA 01568 INSURE AFFORDING COVERAGE NAIC a SURER-TECHNOLOGY INSURANCE COMPANY INSURED INSURER 8: CLANCY CONTRACTORS INC INSURER C• 10 CLAYTON RD. INSURER D: , MIDDLEBOROUGH,MA 02346 INSURER E: SURE F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTA NSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP PO UMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED El t PREMISES(Ee Qma CLAIMS-MADE OCCUR D EXP(Any ona ersan PERSONAL 6 AW INJURY $ GENERAL AGGREGATE $ GEIWL AGGREGATE LIMIT APPLIES PER: RODTS-COMP/OPAG POLICY PRO LOC 1-1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED -'-- - AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ $ UMBRELLA LIAS OCCUR EXCESS UAB EACH OCCURRENCE CLAIMS-MADE AGGREGATE DED RETENTION$ $ WORKERS COMPENSATION WCSTATIY OTF6 AND EMPLOYERS LIABILITY Y/N X ANY PROPRIETOR/PARTNER/EXECUTN A OFFICERIMEM8ER EXCLUDED? NIA E.L EACH ACCIDENT S 1OO OOO (Mandatory In NH) 3272588 04I16f2012 04I12-2013 0 s.describe under E.L.DISEASE-EA EMPLOYEE $50O 000 CRI T O OF OPERATIONS balm E.L.DISEASE-POLICY LIMIT 100,000 DESCRIPTION OF OPERATONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarka Schedule,0 more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE < > Q 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD � Tati Town of Barnstable Regulatory Services s M$ Thomas F. Geiler,Director ONO. �0 Building.Division Tom Perry,Building.Co-missioner 200 Main Street Hyannis,MA 0260-1 www.town.barnstable.maus Cffice: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign ThisSection If Usinx A Builder L fir,'i as Owner of the subject property hereby authorize C J a R G l G p(��C A C\O (J to act on my behalf,. in all matters relative to work authorized by this building permit 13 LLIiANNC AVF 0_aZrVrIiCr MA (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Ue4fdw�n er Signature of Applicant ® Cf� �a✓ C� lint N e Print Name V V I Date Q:FOW:OWNERPERhMIQNPOois 6l2ol2 7•f w a � ,rchm'; 1l; } Office of Consumer Affairs and Business Regulation ••1X y _i. r 10 Park Plai_a - Suite 5170 o Boston, Massachusetts 0211E Ln Home Improvement Contractor Registration M Iq Repistration: 164023 � Type: Private Corporation � Expiration: 8114r2013 Tr# 215537 CLANCY CONTRACTING INC. THOMAS CLANCY 10 CLAYTON RD. MIDDLEBORO, MA 02346 _. .. .. : ... ... :..._ _. .-----.---.-.-..--.._-. •-. - Update Address and return card.Turk reason for change. Address i... Renewal :` Employment _ Uost Card SC' t :r 21At-35a5 / Ofiicc afCaosumer.4ffain&13usiuess Itegalation License or registration valid for individui use only IMPROVEMFNTCONTRACTOR before the expiration date. If found return to: Oif"of Consumer Affairs and Business R ulation i + :�laegistration: 164023 Yype: 10 Park Plaza-Suite 5170 Mr �' ,•;'�cr,, xpiration: Bf94f2013 PrivaleCorporatior. Boston,NIA 02116 CLANCY CONTRACTING INC. THOMAS CLANCY rn IDCLAYTONRD. ��� �, 4 �,, w hSIDGIEBORO,MA 02346 Undersecretary Not valid without sig'atdre rl O N Ol a 4J i ....�.v. Massch!�setts 'Depa+ttmetit csf Public Safety d utations and Standars Board of i3utding Reg. _ • C»nstcuction SUOMISnr l 6c 2 Fum h' 4 License: CSFA-064647 ' THON(AS P.CLp�CY w 19A Ruunsevell Dc n2 i I East Freefown, 6510512014 i commissioner { • Reset The Unit ® LISTING REPORT Intertek Testing Services N.A. To reset the alarm,first close the door and then press the �� :t PASS/RESET button.The alarm is now back to stand byy T` 1�.•°� 1366 ADAMS COURT MENLO PARK,CALIFORNIA 94025 mode. v .. •„a o. '�,., i Job No. 20018420038251 Issued:February 14,2001 To exit the protected area,press the PASS/RESET button Revised:February20,2001 and exit the area within 30 seconds. REPORTNO. 20382512 INSPECTION,TESTS AND EVALUATION OFA GATE ALARM l.y RENDERED TO I SmartPool,INC. LAKEWOOD,NJ Automatic Reset Under All Conditions GENERAL:This Report gives the results of the inspection,tests and evaluation of Lambo Products Gate Alarms for The unit will be reset automatically in 30 seconds after the last key activation. compliance with applicable requirements ofthc Standard for Safety of0eneml-Purpose Signaling Devices and Systems, If the PASS/RESET button is pressed but the adult entry 7seconds allowance UL 2017, I°Edition,2000,and Signal Equipment,Consumer and Commercial Products(CSAC22.2 No. 205-MI983). this adult entry allowance WIII be Canceled In 30• seconds, and This investigation was authorized by check No 111400,dated till 3/00.Production samples iri good condition were ; IS not Utilized, provided bytheclient on 11/13/00and testcdatlTS's MenloPark,CA,facility. reset to stand by mode automatically. t General-Purpose Signaling Devices and Systems,UL 2017, I"Edition,2000 and Signal Equipment,Consumer and Commercial Products CSA C22.2 No.205-M1983. Auto Siren OFF Applicant: SmartPool Inc. Mr. Richard Holstein 575 Prospect Street Ph:(732)730-9880 Lakewood,N108701 Fx;(732)730-9s81 Siren can be turned OFF manually as describe on previous section,or the unit will reset in 4 minutes automatically if the gate is closed. CONCLUSION A representative sample of the product covered by this report has been evaluated and found to comply with the applicable j requirements ofthe Standard for Safety ofGcneml-Purpose Signaling Devices and Systems,UL 2017,V Edition,2000. and Signal Equipment,Consumer and Commercial Products(CSA C22.2 No.205-M 1983). ' Automatic Continous Monitoring If alarm is triggered and reset by itself in 4 minutes, the unit will check the cornpla►ed by j Phu Mason Signature: condition of magnet contact sensor to decide if the door remains open or not. If Title* -` s Associate Engineer the door is left open, the alarm sounds again for 4 minutes, check the door Dace,,;: _,;.r•_,,,:� �l y�O! / - condition again and continue the cycle until the door is closed. Reviewed by: m� John D. ul le Signatur . Title. , Operations Manager gate w _ ��l or t 6 t 8 i t Printc in china March 2001 20' � 8 6' 8, 6. \ / 4' I 4 12'— }—4' 6' I 8' If 1 1 81 1 3D 14' 45' 8' 8• 4' 4' 21' G i 9' CORNER 2' 9' CORNER 3•-4" STEP/BENCH STEP/BENCH WARNING !! REF. # SCPAT360 REF. # SCPAT360 DO NOT DIVE IN SHALLOW END. 'NO DVNG" LABELS MUST BE POSTED WHERE DIVING IS PROMOTED. USE DIVING EQUIPMENT SPECIFICALLY DESIGNATED FOR & INSTALLED IN AREA = 900.0 SO. FT. ACCORDANCE WITH MANUFACTURER'S DIRECTION. APSP: INTERNATIONAL r!< LOCAL BUILDING CODES. PERIMETER = 130'-0" —NOTE— CARDINAL.SYSTEMS Is NOT RESPONSIBLE FOR THE INTERIOR DIG SPECIFICATIONS ILLUSTRATED ON CARDINAL SYSTEMS THIS DRAWING. THEY SHOULD BE VERIFIED BY THE LINER MANUFACTURER TO BE SURE THEY MEET egg S.Rr.61 (570)3g5-4733 N.S.PJ AND A.N.S.I STANDARDS. WARNING - DO NOT DIVE IN THE SHALLOW END. IF DIVING BOARDS Saunimi MAN".PA. (570)385-1]18 FAX, AND THOR DES E NARE ONAL SPA TO BE SED WITH AND POOLESE POOLS NSTfME S MINIMUMNI STANLT THE DARDS PRIOR�TOO INSTALLING DMNG DOL-1 1 )4 1 2 urLE' 20' X 45' BOARDS OR SLIDES ON THESE POOLS. FOR INFORMATION CONCERNING NSPI MINIMUM STANDARDS. WRITE: SCALE 1 8"=1' RECTANGLE NATIONAL SPA AND POOL INSTITUTE. 2111 EISENHOWER AVENUE, ALEXANDRIA. VA 22314 (703) 83B-0083 a+ JED F`Nam` BAYCAM439 THE CONSTRUCTION METHODS ILLUSTRATED APPLY -CORNER BRACKET ONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL p i SOIL CONDITIONS ARE ENCOUNTERED Q.E_ HIGH a c ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE d rl CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR - c METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY_ w o • OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE OPTIONAL.) o a BIG VEE POOL DECK F° i 6" RAD. INSERT �U I RADIUS CORNER z s COPING E= i - 10, OL CORNER DETAIL CTANf ULAR POOLS) _ 0 gocn � wv i MIN. 6" THICK CONCRETE COLLAR REO'D. AT BASE OF WALL PANELS DRIVE RODS THROUGH 'j �; p f a i HOLES IN PANELS • v m y z a /NUT INTO UNDISTURBED EARTH. 2" SAND OR VERM_ CONC. d (CURVED CORNER (COPING UNDISTRRBED EARTH —i BACKFILL SHALL 9E FREIr—DRAINING CLEAR GRANDULAR MATERIAL SUCH L —. AS SAND, TRACE CLAY OR TRACE SILT. TYP. LINER INSTALLATION DET. I _ - 3/8" x 2" BENT BOLT W/NUT & 2 WASHERS (7 PER JOINT) ;OR ER DETAIL :IAN POOLS) .OTES: POOL AT.RIGHT ANGLES TO SLOPE ; din iAT►ON) OF DECK TO BE t'00" ABOVE .I GRADE E AROUND UP-HILL SIDE OF DRAIN. LATER AWAY FROM POOL �[ _ 14 CK SHOULD SLOPE MIN. I/4a PER FOOT NImll POOH URNISIiED BY OWNER TO SHOW POOL NO EKCLOSURE_ S 'WMBiNG AND FENCING TO CONFORM TO CARDINAL SYSTEMS 1 $p1I/YLJQII MAN. C0. (570) 385-I.1i8 FAX. RA IF EO'D. BY SITE CONDITIONS OR CAM 4 1 1 ""'�ONSTR. DET. SHT. '.IFIED 8Y OWNER. IE M S OF EGRESS SHALL BE PROVIDED- SGXL N NE UN�LINER STL. POO TTAIRSI OR LADDER pi°"'" SEE) GONSTDET I ' PERMACOAT@ Color Chain Link fence framework :,Contemporary color-fence systems from Ameristar®can be artfully blended into the natural environment to dra- hiatically enhance any chain link fence installation, whether the application is commercial, recreational, industrial or high secafi.3 A PermaCoatO chain link fence adds the creative flair that reflects a well designed aesthetically pleasing project. The PermaCoat®system features a tough durable finish coat (see Pages 4 and 5) that resists severe-weather conditions and maintains an attractive appearance year after year. DETAILED PRODUCT DATA Ameristar's electronic media enable architects and specifiers to simply download specification information directly into the appropriate section of their CSI-formatted project specifications;they also enable the direct down- loading of.product drawings onto project blueprints. Line Post C Post Ca • MAX. Fabric Selva e� Tie To Rail Fabric Tension Bar Corner/End -� Post Line Post Fabric ',`+:;`•� Tens:^n Band Li DEFINING FEATURES The fence framework was designed and developed to answer the need for a more durable, attractive and afford- able framing product. It is produced from high yield strength galvanized steel, using state-of-the-art mill formi3nc and in-line welding techniques. It is coated with the PermaCoat®powder coating system, with its double layer o` protection (actually powder coated twice). The base coat is a zinc-rich epoxy moisture barrier that is therm-_,, fused to the galvanized substrate and is known for its outstanding corrosion resistance. The finish coat is a therz- setting TGIC"no-mar"polyester with enhanced UV resistance to maintain a beautiful color finish for a IifE _e maintenance-free enjoyment. Page 32 i SECTION 323100/AME Buyline 58 22 CONSTRUCTION SPECIFICATION CTION 32 31 00 - COLOR CHAIN LINK FENCE SYSTEM Utilizing PermaCoatO PC-40..(Industrial) or PC-20'..(Commercial) Fence Pipe (MEETS"BUY AM RI ar DOMESTIGPRO REA"Eh= PART 1-GENERAL PART 2-MATERIALS 1.01 WORK INCLUDED 201 MANUFACTURER �cePipe shall conform to the requirements ofASTM The contractor shall provide all labor,materials and F1043;the minenum weight shag not be less than 90% necessary appurtenances n for installation Framework for color drain link fence systems shag of the nominal weight(see Table 1). The strength of o defined herein at(f the color or conform to Arneristare PormaCoals[ P n fine,end,comer and pull posts shag he determined by drain link fencing system Itdustrial Weiehl or 1!G20T"Commercial 6 a oht) the use of 4'or V cantilevered beam test The top rail I>Blject�ite). 1.02 RELATED WORK Fence Pipe,as manufactured by AmeristaP Fence shag be determined by a 1Wfree-supported beam test Products in Tulsa,Oklahoma (see Table 1). An alternative method of determining c Section 02500-Paving aril Surfacing Z02 MATERIAL-STEEL FRAMEWORK pure strength is by the calculation of bending moment t Section 03300-Case-In-Place Concrete (see Table 1). Conformance with this specification Section 04200-Unit Masonry A. The steel material used to manufacture Ameristare can be demonstrated by measuring the yield strength PermaCoal°(soOer4 2a1QM9W1]W=bLo.E of a randomly selected piece of pipe from each 1.03 SYSTEM DESCRIPTION FCC? QT ommemal Wain n Fence Pipe shall be lot and then calculating the section modulus. The Thecorltractorshall zinc-coated steel strip.galvanized the hot-di yield strength supplyatotaloobrchainlinkfencing process conformingby P N ds shall Then be determined or materials to is system of the design,style and strength defined herein. t0 the equine a is of A65 1 the methods described in a 0-2 offset me materials The system shall include all components(i.e.,framework, A653M and the general requirement of ASTG1 under this specification,the 02 offset method shag drain fink fabric gates and A924/A9L4M• be used in determining{ Oa fdtings)required. hnhng yield drength.Tertninal posts, B. The zinc used in the n line posts and tolt/bollom rails shall be precut to 1.04 OUALRYASSURANCE gavan�i.'hg y,•^cess shall specified lengths. The contractor shall provide laborers and supervisors conform to ASTN'SC,. sha9 be who are thoroughly familiar withthe determined a 4 -� �-oed in 203 MATERIAL-FENCE FABRIC typeafconstruction ASTM A90 art ,,� ..:t a too A The material for chain link fence fabric shall be involved and materials and techniques specified. allowance Az- ! - n manufactured from galvanized steel wire.The weight 1.05 REFERENCES - - a'=n of zinc shall meet the requirements of ASTM F668, A. American Society for Testing and Materials(ASTM) r'M fr-=�-ram-r-- Table 4. Galvanized wire shall be PVC-coated to Standards: A90/A90M-Test Method for Weight meet the requirements of ASTM F668.The class of 9 C. lh=- --=-v_* ��_,_-J,--nce the fence fabric shall be(spec Clack 1- xhild d (Mass)of Coating on Iron and Steel Articles with Zinc - _.,-,ttl Class 2A- xt ded and Banded or lace�g Fused or Zinc-Alloy Coatings. A653/A653M-Specification for Steel Sheet,Zinc-Coated(Galvanized)or Zinc Iron � _ #-tc _ _coASTM and Bonded!. l Alloy Coated(Galrannealed)by the Hot-Dip Process ) _ A924/A924M-Specification for General Requirert t t ='- __ - 1 e'ded B. Selvage:Top edge fspy�ify kn wed or h•^ctedl and tar steel Sheet Metallic-Coated by the Hot-Dip Prec--= sz r _ _• bottom edge(soecily knudded�r tw)11ed). 06-Specrfication for Zmc.B117-Precticeinro __ ) 0 - C. Color:The coating color for the fence fabric shall be Salt Spray(Fog)Apparatus. D1499-P- ft - - -- Operating Light-and Water-Exposure A__=_._a = _ °='C:a 1.Grade (specifyBlade Groan or Brown!. Reference ASTM (Carbon-Arc Type)for _ =< 'fe dej Size) __. F668 and ASTM f�934.Exposure of P,ar_ _ Q -Test Methods for Measuring Adhes - - E8/E8M-Test Methods for Terror -r - ce of the electrical resistance weld D. Wire Size: The size of the steel wire care shall be Materials.F567-Practice for Ind ___ v ----_ =a- r.•dh the same type of material and (§per'^'oauge gauge. (See Table 2):the finished Fence. F668-Specification f&= >_ --_ - the basic zinc coating. size of the coated wire shall be(.cnPr_ fv aauee)gauge (PVC coated Steel Chain•L'% {-_ - �z manufactured framework shall be subjected (See Table 2). • F934Spec-Specificon foration tion for 4= - _ =� to the PernaCoato process,a complete thermal E. Height and Mesh Size: The fabric height shall be F934 Spedfiration far`c-�-L- -_-- stratification coating process mulfi-sta e,high- Coated Chain Link Fence - _--- 9 P ( 9 9 mlasb- W ink feet high will a mesh size of ISJ ht Construction of ch i'-% -- _ - - temperature,reatmeyar)ash(with as a hi sphat,a �hSiieJ inch.(See Tattle 2). -Specification for S_E----_--• six-stage pretreatmentMash(with zinc phosphate). Metal Industrial C_- an electrostatic spray application of an epoxy hale, 204 MATERIAL-GATES ____ _ -tea ". - and a se Slide Gates,n r ---- _ --� and apolye erparattei.electrostatic spray application of a the gates shag be manufactured and coated to meet requirements of ASTM F900. Slide gates shall v be manufactured to meet the requirements of ASTM F The material used for the base coat shall be a F1184.The color of all gates shall be(Veg(yBlack B. American Ass_._'_- -- _ ---„ay and zinc-rich(gray color)thermosetting epoxy; the Green or Brown)in accordance with ASTM F934. Transportai=- ___ _-=_ts:M781 minimum thickness of the base coat be two Standard S' - _ _ ce (2)mils. The material used for the finish coat PART 3-EXECUTION C- UntedStates^ -_ ;�',_� ^sz;Services shag be a thermosetting'no-mar"TGIC polyester 3.01 PREPARATION Admin-rstrecr S_ __-_ 3-Federal P�+der,the minimum thickness of the finish coat All new installation shall be laid out by the contractor shall be two(2)mils.The stratification coated pipe in accordance with the construction plan S(edficetm -_� = Post Metal shall demonstrate the ability to endure a salt-spray (Chainlini Fo,. s :_-_-a__,3.2zes)_Detail resistance test in accordance with ASTM B117 3.02 INSTALLATION Specificefc7t. without loss of adhesion for a minimum exposure Install chain link fence in accordance with ASTM _ 1.06 SUBMITTAL time of 3,500 hours. Additionally,the coated pipe F567. For chain link tennis court fences,install in shall The mararfacturers submittal demonstrate the ability to withstand exposure accordance with ASTM F969•Fence prior to installation. Padcagesha7 Prnmded in a weather-0rlteter apparatus for 1,000 hours at spacings of a maximum of fly ac-Gate shall post shal l without failure in accordance with ASTM D1499 be spaced amoriling to the gate openings specified and to show satisfactory adhesion when subjected in the construction plans.The-Paving and Surfacing, 1.07 PRODUCT HANDLING AND STORAGE to the cross-hatch test,Method B,in ASTM D3359. 'Cast-In-Place Concrete°and'Unit Masonry"sections Upon receipt at the job site,all materials shall be The polyester finish coat shag not crack,blister or of this specification shag govern post base placement checked to ensure that no damages occurred during split under normal use, and material requirement. Install fabric on security shipping to or handling.Materials shag be stored in such a side and attach with wire ties or kip to line posts at protect againstensure damPropage. ventilation and drainagefie tft.nd to G. The color of ail framework shall be(sue Blade 15 inches mc.and to rags,braces and tension vitro ported against damage,weather,vandalism and then Green or Brown!in accordance with ASTM F934. at 24 incites o.c. H. The strength of Ameristar°PermaCoat°(soeciiv 3.03 CLEANING PC e0_Inducmah Weight or P TM+ h The contractor shall clean the jobsite of excess �) materials. Post hole excavations shag be scattered uniformly away from posts TABLE 1 -FRAMEWORK =---�•z z= r t �� fte was ;.1e . Section - CinYreb 63c Ben1`no fk:adatd toad(16s) 1'" W s xstermJ2. 110'Ftee Cardgerer FC-4_-. _ 1 t •s�z.. k __ z _ 51.4a3 914Z56 10 610 'W 1.237 1% PC•20'Comm Xi T• _ _ = 5 - s -'�+` _ __ - • 164 109 2-12' _ - - =_ Y a _ - #LA Mo 154 2.i- - ` z£ - -r -_- _ '? WA 369 259 x._eL _ :".E25 I WA 1 663 442 1 Structural Application � Fii )OD M s��J--•__ _ Y :> MECLASS Mehimran 6 .l92(4M min .146 3.76 min �g �-� Breaking Strength � ( ) Ir1cc _ c-- 12900 PC-00'(IrtduStrmQ 6 .1Q(4.11 min)_ .120(3A5 min) A15 i.z-_5= -.- -9 n -, i. c yam_-:_'3=---1;/(S min) 85089P'C-2r 8 .162(4.11 min) .120(3.05 mm) 075-r1i� ::4;.4 min):t(25 min) 850®(c0""refO�) 85pg CD 9 .14e(3.78 min) .047(246 min) .075•.025 f0.�-O.fa;men) I 2(50 nerh�t-34(44 mm);1-1/4(32 minh 1(25 min) CLASS 1.2A 6509 Page 35 0 32 31 00/AME CONSTRICTION SPECIFICATION a Buyfine5862 ,SECTION 32 31 00 - GALVANIZED CHAIN LINK FENCE SYSTEM Utilizing GalvOnAll' GBR-40'(Industrial)-or GBR-20'(Commercial) Fence Pipe PART _GENERAL (MEETS°BUY AMERI AW DOMESTIC PROCUREMENTS 1.01 WORK INCLUDED Omura that no damages oectmed during duMmg or haMFg. .be determined by the use of 4'a 6'ranLlevered beam test.The The contractor shall provide all labor,materials and Materials shall be stogy in such a mariner to ensure proper toprailshallbedefermned bya Urnee-supported beamtest(see appurtenances necessary far kas9atim Of thegatvarhizeddran ventilation vat t earid tawompagaNstdamage,weather, Tablet).An alternative meuwd of datermrung Pipe strength is by link fence system defined herein a n_s„e,:ty rrefr�n ro( a1 the oehdetioh of bending moment(see Table 1).Conlarnarce FART 2-MATERIALS with guts spneci(4alkn canbe-ate d by measuring the 1 A2 RELATED WORK 2,01 MANUFACTURER Yield strength Of a sew piece of pipe from each bt Section 02500-PaNng and Surfarnhg galvanized drain irk fence systems of a ocrdamn and g the section rncAauS The yield Femexerio for yi sben9lh shall be SeClonfilM00-Cast-In-Ptxe Concteto toAmenstar*GahpnAfi`( ,_cNv Gge am mina-^hlvg�ypLOr determined according to the methods described n ASTM EB.For Section 042W-Unit Masonry GBR-20m Q=111dal Wamhtl Fence Pipe,as manufactured by materials under this sped9ptioh,the 02 Offset method shall be AmedgaraFer=Products in Tidsa,Oldahama, used in detamhnkng yield srengrL Terminal posh,fine posts and 1.03 SYSTEM DESCRIPTION foprbotmh rails shall be precut to specifed mihgths. The contractor shag supply a toll galvanized chain lank face 2.02 MATERIAL-STEEL FRAMEWORK .. system Of the design,style and strength defined herein.The A. The steel material used to m muladura Anmenserr Ga1vQnAIP 2-03 MATERIAL-FENCE FABRIC .. - system shall Include all components framework,chain fink (sltecilvS•BR.tOn+tnd�strial l"r pant a an-a0 C a The fabric shag be hot moped 9alvam®d with a minknumh arc fabric,gates and fillings)required. Weight 1 Fence Pipe shall be anccoated steel strip,galvanized coating weight per ASTM A392 and specified as one of the by the hot-dip process conforming to the criteria of ASTM A853/ 1dlown9:(Class I-The weight of the zinc m'tirig shelf not be A653M and the lesst an 12 otJW 13669fmrj,of uncoated who surface)or(Clan t.Od QUALITY ASSURANCE general requirenhems of ASTM A924/A924M. 11_The weight of me zinc coating dell not be less than 20 ozJO' The contractor fa deg provide adorers and ru lion Involved who and B. The zinc used n the I610 rfam,an wire of fabric coated before thaanghy ante n with lire type L construction khvoNed and Shall be de process shin the to to ASTM weavInTontabriccoat�after c B6.Weight of zinc shag be determined the test method g weaving,the,wekjht of zinc onshg materials and techniques spekxtied, described n ASTFA A90 and stet conform m the weight range shall no be less than 2oozM[610g1m*J of uncoated wire mrlece as determined ago arm for ASTM A653,liner h Og gn^lfen G-210 for ����of�or more wrens,and 1.05 REFERENCES not less mant.Bo7JfP G3R-:0',tr1usWa1YLeiaht or Desinnatton on fin .BR-2aTa (stgg"of uncoated wire videos for any A. American Sudety for Testkg and Mataiats(ASTRQ c�,•c=..:a m 'al Y'ht). ^)- A9WA90M-Test Method for Weight(Mass)of Coatng an Iran and Steel Articles with Tine or Zinc-May Coatings. A3_o2 G The framework shag be manufactured in accordance with B. Wire Size:The finished wire sme shall be(medal 9%W gauge SPe h(Or Zino-Coated Steil C ha'uHti Fe Chain-Lin;, Fabric commercial standards to meet the strength(50,000 psi minim um (See Table 2). ASSWA853M-Specification for Steel Sheet,T=-Coated yield strength)and coating requirements of the following (GabanaaM or Zarlron M y.0 lad(Gatvameated)by the standards:1.) ASTM F1043,Groups IC.Eledr'sal Resistance G Height and Mesh Sae:The fabric height shag be(specify Wall Hol-Dip Process A9241A920.1-Specification for General Welded Road Steel Pipe,rash,bell_-y industrt^t,aaicht for feet high wfth a msslh s®of(specify mach siml inches (See Requirements for Stied Sheet,Metallic-Coated by GBR-40-or light iMs�trial hreioht Ira GBR 20T�1, 2) M1B7, Table 2). the Hot_ Dip Process B6-SpecifWion for Zmc. 8117-Pradloe fin Type I.Grade 2 t7ettri al ReMSM11m Welded Steel Pipe. 3.) knr4lded m trAstedl Operating Sari Spray(Fog)Apparatus lass 01499-Practice for RR -191/A, 1.Grade B,Electrical Resistance Welded aSebago_Top edge(soedry and bottom edge Opeetng Light-and Wata£�Osre pppaens(Carbah-Arc Steel Poe, (5pCAy kmusded ar bzslLft ' Type)for Exposure of Plastics. FS(E8M-Test Methods for a The exterior surface of the electrical resistance waid shall be 2.04 MATERIAL-FENCE FITTINGS Tension Testing Of Metallic Materials. E376-Practice for recoated with the same type Of material and thici ess as the The material for fence fillings shall be manufacquad to meet the Measunng Coating Thiclmessby Magnelk-Feld or Eddy-gmera bask zinc coating requinuiers of ASTht F626. • (T3emnmagnetk)Test Methods F%7-Practice for Installation of CIe rH link Fence E626-Specifliodion to Fiance Fittings. E A chromate conversion coating shag be applied to the external 2.05 MATERIAL-GATES F668-Slo-ficatdn for Poly(Vinyl Chloride)(pVC)_Coated surface. The chromate shall be 30-microgramsfkn•44-15 Swing gates shall be manufactured and mated to meal the Steel ChMI-Lnk Face Fabric F900-Specification for industrial mioogertslR and shag be verified by aship and weigh method reNmemembolASTMF900 Slide gates snag be,manutakaured and Commercial Swing Gates F969-Practice for Construction an atomic absorption spectrophotometer or x-ray to Nat requdmmertiset ASTM F7184. Of Chain-1-ft Tennis Court Farm. F1043-Specification ter fluorescence Strength and Protective Coatings on bleat Inmstfat Chao FAzri 3-EXECUTION Link Fence RemaurOrk F1184- [..+_ .. A^7;Z=VM!:e�c--= -`--'--� - _ 30: PREFARATTON c - _---= _ Commercial Florrmtl-al Slide rates All new installation shall be laid out by the contractor in ___ __ _ - -_ s: accordance with the construction:_.___._.___ __ _.,,.__._..._.;aa;,1E376 plat. ;ate- -_ .� r�r=.-tccatmg lnidmess faster. B. American Association of State l{Mr-r=--;--- _. Yes s;a::be determined by taxing the difference 3.02 INSTALLATION I Officials(AASHfU)Standards Lilat-_ the dddmess of zinc and the totaltnidwasa of dear coat Install chain ink fence in accordance with ASTM F567. For to pekH.ink.Ferce. ' and zinc.)The exterior dear-coated surface must demonstrate chain fink tennis court lens,Install in accordance wlth ASTM l S the ability to wctsienci exposure of Soo hours without fa0as a F969.Fence posts stag be se,a spacings of a maximum of 10' C. Urged States Federal SuO-; :=x Generaervices a black panel him eeture of 145 F when tested in accodance 0.c.Gate posts shag be spared according m th gate Openings Adrtdrustratot Sped+`.fe'c=FM F191.3-Federal Specification with ASTM 01499.The dear mat shalt also withstand 500 hours specified in the costrhxrion plans The-PaWmgad Surfacing; Shea to FerFenorg,l rate and Post Real(Chain-Unk Fence Posts, of exposure to 100%relative humidify pa ASTM D2247 willrout 'Cast-In-Place Concrete"and'Unh Masonry sections of ft Top Rats and Braces)'Detail Specification blistering or peeling and 950 hors of exposure to salt spray per sPedfcagon shelf govern post base Placement and material ASTM B117 with a maximum of 5%red rest requirements.Irctsg labriem security side and al ach with wire 1.06 SUBMITTAL ties or dip to fie posts at 15 kvhes oe and to rats,braces and The manufadurefs literature shag be submitted prior to G. The strength of Amenstap GalvOnAll-(5AWIX GBR-40m tension wire at 24 hMes oy installation. W11fildai Weight or 1188--,QgMerclat WeWl Fence Pipe shag conform to the requirements of ASTM F1043;the minimum 3.03 CLEANING weight shall rho be less than 90'of the nominal weight(see The contractor shag dean the jobsta of excess mateda&post tA7 PRODUCT HANDLING AND STORAGE Upon remtpt at the job sae,all materials shag be decked to Table 1).The sbength of fire.end.comer and pug n posts shall hole excavations shall be seered otipomly array from posts TABLE 1 -FRAMEWORK Sbumnml Application Industry Fenn Decimal O.D. Pate Wall Weld Seer C:ztYled Max.Baxgng Celclaated Load ft) OaY Equtvalerhl Thk_3oess •zr� x Strength = Moment 10'Eree Cantilever inches ram inches es min ®.2. fka"a" C=_3) (psi (Its.In) Supported 4• 1 6 1-50 1.660 42.16 .111 1 Z82 1.84 2.74 .ISM x 50.000 = 9,Bg5 327 204 136 i 2- 1.9W 4826 .120 1 3.05 228 33 GBR40(Irdtstra) 2-72 2.375 �.33 .130 330 8 , 3 195 3.12 .64 AM x 50,000 = 24,405 814 508 339 3 2.8755 73.03 .160 4.06 . 6.90 8T x 50,000 43,8907 40 1,463 914 6104 00 . . . 6S6 9.76 1.7819 x 50,0W = 89.095 Z970 1,856 1,237 1-3IB' 1.315 33.40 .080 203 1.06 1S7 .0900 x 50.000 - 4_9W ISO WA WA i-5/8' 1.660 42.16 .085 216 1.43 '<.13 .1574 x 50.000 - 7,870 262 164 log G8R-20(Conmerdag E21 1.900 4826 .090 229 1.74 2S9 2208 x 50.000 = 11,040 WA 730 154 2.375 6033 .995 2.41 232 345 .3734 x 50.000 = 18.670 WA 389 259 2875 73.03 .111 2.82 3.26 4.85 .6365 x 50.000 - 31.0 WA 683 442 TABLE 2-FABRIC Structural Application P4brie Height and Diamond Corm Mesh Wire Nominal Minimum s® we Brreeaa�kmgg d Diameter Strength Industrial Kefght 3(i(9iO_), 42'(1070 rrm) Qrt1220-v) 60'(,.-) 7Z(IMD-) W(21oamr) SW(2"omn0 12Wtooso ram) 144'(ssw ram) Z 6 0.192'(4.ge mn7 2170g p Cant 1P12 12-12 1312 17-i2 2o-12 2412 27-12 34-12 41-12 t�Jn ram) 9 0.141;•(s7s rvn) 1290a IndusbtaV Hekt:t 35-p10r..r) 42(10mm,) 487(iMincl) 6U rys2n rant 72*0830 n) 84*(MM n) 96"(2"0 inn) 120'(30M-1 144•(35M 1• Sociality cam: 20 23 27 33 39 45 53. --79 f�4� 9 0.148(3.76mrd 1290a d Terms HelgF.: 1211'tom 144'(3sspmn) 1-3n4' 9 0.14W(176-) 129N fi Court tAlra K45 rm4 39-12 47-112 11 0.120'(a05 mra BSOg Commercial Height - _- c>- 2'1 ZMn .1 60'ils0-) 72'(10;0-4 84'R730 ma) 3'0 12�;_:.� t2�1;�®) 144'136maIIk7 2' k Cmmt 2 _ 7 �_i 9 0.148'p.76 mr4 1290t :u'1 17-12 20•12- 24-112 - 27-12 1 3442 41-12 Page 37 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �= Map Parcel` Application # . - I .ouh Health Division Date Issued Le t' Conservation Division 6 Application Fee Planning Dept. Permit Fee IF Date Definitive Plan Approved by Planning Board 9 /Gli Historic - OKH Preservation/Hyannis Project Street Address 1 3� wi A-^i1✓6 Ave , Village 1/I Owner /Y`1 �µ yV d /t- Address 3 l w lio"e Telephone Permit Request l!'l� N P'H' 8 v�' 1't d✓5�- ..; Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation t 9t i 0 w 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 0 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 0 Electric ❑ Other Central Air: ❑Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ,g new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other; . � o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ G Commercial ❑Yes A.No If yes, site plan review# � -a Current Use I�p,C.1 ��._ Proposed Use ,V'�.a.-��� 73 rTQ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name �n �' e,L Telephone Number Addr s �7(L�( ,,� r License (+� f1c­ �_A- !Sl�r _ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE , FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED -.-MAP./PARCEL NO. r ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION r FRAME INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL " PLUMBING: ROUGH FINAL GAS: ROUGH FINAL E -FINAL BUILDING- DATE CLOSED"OUT` ASSOCIATION PLAN NO S i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations kvi 600 Washington Street Boston, MA 02111 x'ww.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le2iblv Name (Business/Organization/Individual): &AIM 5 Address: 7 70 M/f? City/State/Zip: os ��k oZ�s� Phone #: � �Zce" ZC9 eg Are you an employer? Ch4ckka appropriate box: Type of project(required): 1. I am a employer with 4• � I am a general contractor and I employees(full and/oime).* have hired the sub-contractors 6 ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.$ 9. ❑Building addition required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comn. insurance required.] • —J I , Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. $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 isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. i l Insurance Company Name: v (� Policy#or Self-ins. Lic. l o--S Expiration Date: 31 Job Site Address: , f /��Al-b /Ve - City/State/Zip: S > 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$1,500.00 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. 1 do hereby certify un the pains and penalties of perjury that the information provided above is true and correct -Si attire: Date: Phone #: ErCont:act se only. Do not write in this area, to be completed by city or town official own: Permit/License# uthority (circle one): f Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector erson: Phone#: I I_ C r � - i. Sip 4�chu ett. DIOPMAntent r.if Public'iafen &yard )f Buildint Rc� n•an ulatind"tandard'; cor struction Supervisor License License: cS 9&W2 ADAM HOSTET TER t 770 SUITE A MAIN ST OS T ERVILLE, NiA M55 Expiration: 12122/2013 F�roaii�i.ner Tr=: 7378 f t 7` f i .,•. .•......v._.____ _._�._..�c•�n-��,Gorr.�uca�C/o��ia�ac/uae%Gi License or registration valid for individul use only . Office of Consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: V.re gistration: E:ME T Type: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 piration: DBABoston,MA 02116 WEST BAY MANAGfMENTTRIJ.Sf•." ADAM HOSTETTER _;< '• ;r;:- ;f;; 770 A MAIN ST. OSTERVILLE,MA 02655 Undersecretary Not valid without signature 'Ak i , 1^. • ' 7 DATE(NYloO/7 M 'CERTIFICATE OF LIABILITY INSURANCE r 04/25/2012 TIES CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CER17F[CATE DOES NOT AFFllUtATfVELT OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF 1NGURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED R13WESENTATir OR PRODUCER,AND THE CEM`ICATE HOLDER ■1pORTANT: H V e Cerofeeate holder is aTl ADDITIONAL INSt1RED,the pollcy(ea)must be endorsed. if SUBROGATION IS WAIVED,subject to the teens and condUiorrs of the potiCy,CWWn Petioies may require an endorsement. A statement on this certificate does not confer rtghtS to the cmtltfeMeholdeT In lieu of such endomcmnnt(s). CONTACT tIt<aseacQ Agency,LLC PrIONE ... 409! E IMe F.tI-(508)428-0440 ia+`�No:508.420 9227 Inarkt�maA(SYlvieinsurance.COM _ CerhKvl3e. MA 026a2 INSUREn AFFOROR(G COYEAAOE NAIc F MSURER A:NlOnt—p2LMr US Ins Co M-,� MuW a.,Travelers Insurance Cc _ W--st Say 9m.-gemerl TaW, INSURER C: _ ... TAIA t,+K7 Street O��e,mA=655 I17sURER D: INSURER E IN6UR6LF: COVERAGES CERTIFICATE NIUMBER- REVISION NUMBER: T?H$M To CERTIFY TFA7 WE POLICIES OF.INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INCICATED. 40TVMT'MSTANDING ANY REQUIRINENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CEIR-IFiCATE MAY BE ISSUED OR MAY PERTA-IR THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 0[CL13SXWS AI'(O�Or SUCtt POl(CfES LltdiTS SHOWN LJAY HAVE BEEN REDUCED BY PAID CLAIMS. PDLICYTYPE OF er91R@10E POLICY NUYHEr( EFF OPO11Cr UNTO 1151 t ALL1A$RJiY MP0006mi008848 12/42011 1216w EACH OCCURRENCE S 1.000.000 ED i X(COLOVACLAL GENE m UAS LrrY Fs CEo cat... S 100.000 ! —' r i CLAAM41AZE U X OCCUR� MEO EXP ulny or+o Pero+) S 50,000 !� PERSONAL B AOV INJURY_9 1,0(1 00 ! ! f GENERAL AGGREGATE S 2,000.000 per: ERoauCTS-COMFIOP AGG s 2,000,000 x!pair f i f v LOC s Co wEDRVG sLE LJM }AL?rammtaLrlS m erdaerdl S i !AAT AUTO BODILY INJURY(Per pmson) 6 ! �� p BODILY INNRY(PeTaraDoN) S . AUTOS 0 ! !ltlREO" m- .�I 40-O PPm➢ERSY 1 E S ! it Ue6REt].AWAS Y 1 GGCuR EACH OCCURRENCE I OMGM UAB ! (CLW-IKADE AO(IREGATE S ... SIK s g y z t Uf}78158(f5A 3P2312012 323/2013 vaG S X oTH• HYIMLM � E.L EACH ACCIDENT . S 5D0,000 '. NIA E.L.DISEASE•EA EMPLOYE.S 500,000 OF O LIT 6`dam 1 E.L.DISEASE•POLICY UMR 4 500,D00 VM=RWrr01 OF OP6t&TMO l L.00A11OK I VEHICLES(A wh AMID 101.Additnm R.RBrr"Sthaduh,It R101rr OWS Is raadnd) i- t Carpentry } CERTIFICATE Ftdi DEi2 CANCELLATION (SOW28.1974 SHOut D ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ' Hosr Rea1!y CC InC ACCORDANCE V?ITH THE POLICY PROVISIONS. T�m ve Main StI l�f-ift.MA 02655 AUTHORIZED RmpeaMAmE ®1988-2010 ACORD CORPORATION. All"ht9 reserved- ACORD 2S W0lQq The ACORD nsnm and logo are registered merle of ACORD 134 v� i� rb 1 a AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 d d Engineering & Design Co., Inc. Taylor-Sakurai Cabana Project No.2012-146 134 Wianno Ave April 27,2012 Osterville,MA 02655 Q Check Compliance 1.1 SCOPE WindSpeed,(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) .......1 stories 5 2 stories Q Roof Pitch ..........................................................................(Fig 2) .............................................9:12 <_12:12 Q Mean Roof Height ..............................................................(Fig 2)................................................. 15 ft <_33' Q Building Width,W ..............................................................(Fig 3) ................................................. 18 ft 5 80' Q Building Length, L ..............................................................(Fig 3)........................................... 18 ft 6 ins 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)............................................... 1.03:1 5 3:1 Q t Nominal Height of Tallest Opening2 ...................................(Fig 4)........................... 9'-0"(Engineered)5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..........!..................................................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4).......................................................24 in. Q Bolt Spacing from endloint of plate ............................(Fig 5)..........................................12 in.<_6"—12" Q Bolt Embedment—concrete........................................(Fig 5).....................................................7 in.>_7" Q Plate Washer...............................................................(Fig 5)...........................3"x3"x'/<"?Xx3"xY<" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)............................................................ N/A Q Full,Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..........................................1 ft allowed s d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..........................................1 ft allowed 5 d Q Floor Bracing at Endwalls.:.................................................(Fig 9)............................(First 2 Bays @ 4 ft.o/c) Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................T&G WSP Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)..............8d nails at 6 in edge/12 in field Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 d © Engineering & Design Co., Inc. 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................8 ft 6 in.<_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5)...................... 11 ft 6 in.<_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)................................... 1 ft or less 5 d Q 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)......................................... 2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)....................................... 2x6-14 ft 6 in. Q Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).................................................................. Q Gypsum Ceiling Length(if WSP not used)..........................(Fig 11).........................Fully Sheetrocked z 0.9W Q and 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................7 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................................................2 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................3 ft 0 in.511' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................2 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)........................................ 12 ft 0 in.<_12' Q Full Height Studs(no.of studs)...................................(Table 9)..............................................................5 Q Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 ................................................6' 10"(Engineered)_<6'8" Q SheathingType.............................................(note 4)..........................................................CDX Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................4 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).....................................................3/l.f. Q Percent Full-Height Sheathing(Left) ............(Table 10)......................(27%Req'd) (72%Avail.) Q Percent Full-Height Sheathing(Right) ..........(Table 10)......................(27%Req'd)(66%Avail.) Q Maximum Building Dimension, L Nominal Height of Tallest Opening2................................................ 9'-0"(Engineered)<_6'8° Q SheathingType.............................................(note 4)..........................................................CDX Q Edge Nail Spacing.........................................(Table 11 or note 4 if.less).............................4 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).....................................................3/I.f. Q Percent Full-Height Sheathing(Front)...........(Table 11)...................... (26%Req'd)(32%Avail.) Q Percent Full-Height Sheathing(Rear)...........(Table 11).......................(26%Req'd)(86%Avail.) Q 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Q Minil r In irlinn DnfcA fnr\Ninrl Cnncrl7 IV I L AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' AW9 Engineering & Design Co., Inc. 5A ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)...............1'-9"s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 pif Q Lateral.............................................(fable 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................................T=162 plf Q Gable Rake Outlooker.........................................(Figure 20)2 ft max allowed_<smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)..............................................U=417 lb. Q Lateral(no.of 16d common nails)...(Table 14)....................................... L=228 lb. Q Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ...... CDX Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16°WSP Q Roof Sheathing Fastening:..........................................(Table 2)...................................8d 6°edge/6"field Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' AW' Engineering & Design Co., Inc. Notes: The compliance checklist is typically used for the prescriptive design method for high wind construction for structures located with in exposure B.When a structure is located in exposure zone C,the checklist is used as reference guide to help determine the areas of a structure that need further structural evaluation.The forces that have been provided on this checklist have been calculated for this particular structure located within exposure zone C. 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment I -WHEN THIS EDGE MMM ON Ff�AAIING OSE8d NAIL$ AT6br- _ a 1 11 11 1 1 7 1 11 1 11 1 it 11 Ir r 1 11 11 11 1 11 11 1 r i �r i; ,1 a • 11 I 1 1 •� , 1 11 11 , ; ; Z m I1 Ij 1 n rF ' 1 1 Q r3 ! ' FriANIM MEMBERS a ® 1 1 Ir F Ii 'r 'a 1 1 1 1 ®GE rNTErtMMATE v . it 1 Z i i ' 11 11 Ir g 1 m e 1 e Q .i ii � 1 1 t Z �• 1 to t z 11 1 �__�_ a u �.r g —�- 1 3'MNL u r STAGGERED / -9 Ft to -i i NAIL PAT FERN C PANEL .•'J 1' PA%V_EDGE R! DOUBLE NAIL FD(>E SPACING DETAIL DOUBLE EDGE ------ .. MAILSPACWG % r PANEL_ y Detail Vertical and Horizontal Nailing See Detail on Next Page for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment • � "E,,, Town of Barnstable Regulatory Services • �axsr.�ci. M A SO Thomas F. Geiler,Director g Building Division r Tom Perry, Building Commissioner 200 Main street, Hyannis, MA 02601 www.town.barustable.ma.us Ounce: 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 /rD/1-K^, � 5� to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. SigLaoure of Owner Signacure oLIApplicanc P;^.c Name p Na_me Dace Q:FOR-MS.0'N�r-cRpO}ZNLIsS,,oI POOLs e ® Engineering& ROBERT M. DE5R051ER5, P.E. Design Co., inc. Consulting Engineer 508-946-5561 155 East Grove Street • foot Office Box 649 Fax 508-946-1653 Middleborough, MA 02346 November 7, 2012 Project No. 2012-053 Mr. Mathew Anton Hosteter Homes 770a Main Street Osterville, MA 02655 Re: Site Inspection and Review of the Renovation to the Existing Structure Located at 134 Wianno Avenue, Osterville MA 02655 Mr. Anton: You asked me to conduct a site inspection to evaluate the on-site changes and revisions to the roof and second floor framing design that was issued September 21, 2012 or the renovation to the second floor of the existing structure at the referenced location. On Friday October, 19 2012, as well as Friday October 26, 2012, I visited the site to conduct a walk-through visual inspection to review the on-site revisions and changes to the originally proposed framing design dated September 21, 2012 and make additional recommendation for the refraining of the roof and second floor. On Friday November, 2, 2012 I re-visited the site to conduct a final review of the installation of the structural systems necessary to facilitate renovations to the existing structure located at the referenced location. At the time of the final inspection conducted on Friday,November 2, 2012 the framing portions of the renovations to the existing structure were significantly complete. At the final inspection, I conducted a walk-through visual inspection to review the overall framing at several sample locations as well as the installation of the previously recommended upgrades to the structure. At the time of the inspection there were a few areas of the structure that had not been complete such as several window straps and connectors as well as the %2"plywood on interior sides of the second floor walls. I understand that the plywood will be installed after the insulation has been installed. On Monday, November 5, 2012 you provided me with pictures documenting the installation of the mechanical connectors and installation of the straps at the window framing as well as the installation of the structural members previously in complete at the time of the inspection. In my view,based on the pictures provided documenting the construction of the structure as well as the inspections of framing at the sample locations, the structure at the referenced location has been constructed, consistent with the design intent, meeting the structural requirements of the Massachusetts State Building Code, 8th Edition. If you have any questions regarding this report, or if you require additional in o lease do not hesitate to call. ��tN OFMq Regards, ROBE91 nA. cN DESRO -* 770 Michael R Shaheen. RUCTURAI 0 :> TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I Parcels U Application # V Z Health Division `! Date Issued l� Z Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address P"I /V l"'9U �v e- Village C�S�-�v� 2- i I . Owner �,�cr�� 'c,"1 Address Telephone 5U G19� g Permit Request Se X 15 0,11. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation I� 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 bath 3): existing new First Floor Room Count --a Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal st ve: ❑-Y:es ❑ No ,i q --n Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:,Ll existing a❑ new; size_ +Ztach. ed garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: rD co r-n oning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION 4czO I,, (BUILDER OR HOMEOWNER) Name Telephone Number D b Address ?2b! to License # qU()k ��" Ij e I�4 Ud LJS Home Improvement Contractor# Worker's Compensation # U6` 78005A ALL CONSTRUc5TION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G dis o5�, SIGNATURE DATE ��� FOR OFFICIAL USE ONLY APPLICATION# _ DATE ISSUED MAP/PARCEL Nov, ADDRESS VILLAGE OWNER DATE OF INSPECTION: , 0 } �--FOUNDATION•.. 4� 1 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f r rf � • 5 DATE CLOSED-O,UT ! _ ASSOCIATION PLAN NO. I 03nSSI 31d0 j The Commonwealth of Massachusetts N011d�ll� Department of Industrial Accidents Office of Investigations kvi - 600 Washington Street Boston;MA 02111 www,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Le 'bl Name (Business/Organization/Individual): NA-244 Address: 7 d M11? City/State/Zip: ZBsS_ Phone 0(9 7 0 Are you an employer? Check a appropriate bos: 1.[ I am a employer with 4• ❑ I am a gene:ral contractor and I Type of project(required): employees (full and/or p -time).* have hired e sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers"comp. insurance comp. insurance.t 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 I.❑Plumbing repairs or additions . myself. [No workers' comp. right of exemption per MGL insurance required.] t C. 152, §1(4), and we have no 12.❑ Roof repairs employees. [No workers' 13.❑ Other comp. insurance required.] Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. $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: 1 am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. ' Insurance Company Name: v —7 A Policy#or Self-ins. Lic. #: 12t."c. -t-S Expiration Date: 3 /3 Job Site Address:__ i / '/b � City/State/Zip: 65/6 *U Vk. 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 certify un the pains and penalles of perjury that!the information provided above is true and.correct Si-nature: Date: Phone#: E- 1th only. Do not write in this area, to be completed by city or town official n: Permit/I,icense# hority (circle one): Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector son: Phone#: ---------------- CERTIFICATE OF LIABILITY INSURANCE DAB(KIJ= 1YYY1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATfON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: It the certiftcato holder Is an ADDITIONAL INSURED,the pelley(Ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and con bons of tha policy,certaln policies may require an endorsement A statement on this certlfcate does not confer rights to the cartfficaW holder in Ileu of such enft! ernant(s). PRODUCER NAME _ Mark Sylvia Insurance Agency.LLC 508)428 0440 a04 Main Street 2RRAr..Iy.M,1,( _iarc Ne1:(508)420.9227 AAoDM •merk(FQMftj ainsuranoe.com _ Centerville. MA 02632 INSUMIX)AFFOROIN6 COVERAGE NAIL 0 INSURER A:Montparmr US ins Co nreuRER B:Travelers Insurance Co West Bay Management Tnmt rNsuRER c 770A Main Sint ' QStPNIft,MA 02655 INSURER 0: INSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N01WTHSTANDING 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. � � mun TYPE OF /RANCE POUCTNUMBER D EFF MPDiICT UpDTS 0600 6ERERALUAB;JTY MP001008848 12M/2011 Z/4l2012 EACH OCCURRENCE S 1.000.000 9AMIAGETURENTED X CaiWERCAL GENERAL LIABILITY ISEs[ �3lD�aeL. S 100._000 CtAU13 MADfi n OCCUR MED EXP MAY erne person) S 50,000 PERSONAL RAOV INJURY S 1,000,000 GENERAL AGGREGATE 4 2.000.01M) (38M AGGREGATE'APPLIES PER PRODUCTS-COMPIOP AGO S 2,000,000 X POLICY PRO Loc - s AUTQYOOKELIAIUM COLA INEDSONGLELJMR Ee,eeddeM► - S AMA= BODILY INJURY(Per Person) S ALL OV*M AUTOS � O BODILY INJURY(Per oradwV) S OS HOMO AUTOS � PPROPERTY D-2910OAMAGE—- S s t=RBU W9 OCCUR EACH OCCURRENCE S _ LFAB CLAIMS4AADE AGGREGATE 3 DEO I I RETeMNS $ BIWOR]MISCOIRPENS-TION UB-7BIMMA Y23IM12 323P2013 wC STAtU oTW AND 01PIWERS'LIA WTY YIN IM(T;L X ANY PROPR1E70RIPARTROZIE)CECUTWE M E.L.EACH ACCIDENT S SDD,000 Y N/A ( En looh�11Oo E.L.DISEASE•EA EMPLOYEE S 500,000 OPERATIONS baton E.L DISEASE•POLICY LIMIT s 500.000 0>2�Aivr10N�OFERAt�lIS/LOCAfrONB r vOLCL�(AtbcA ACORD 101,Adddomu RerlurRe Stlrsdub,tt mots e_peee b ngrrMO) Res�l Carpentry CERTIFICATE HOLDEN CANCELLATION (50W28.1974 SHOO ANY OF THE ABOVE DESCRIBED POLICIES 13E CANCELLED BEFORE Hostetter Realty CO Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN T70A Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Ostemilk-IIIA 026M AUTNORIIED RlB:ilEBENTATNE ..... . 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 2S(Z CIM The ACORD nano and logo are registered marks of ACORD i i ` ' ' Town of Barnstable THE Regulatory Services / BM UASUS Thomas F. Geiler,Director 039. Building Division Tom Perry,&wilding 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 TCI-V wproperty 101t, , as.0-Owner of the subject hereby authorize �D�y''� �` S�-2 to act on my behalf, in all matters relative to work authorized by this building permit 3 �l (A-) (Address of Job) fm ,**.Pool fences and alarms are the responsibility of the. applicant. Pools are not to be. filled before fence is installed and pools are not to be iutilized until all final inspections are performed and accepted. l�z Sigva-aue of Omer' Signamre OfAppliicanrl Aln Pi!r:c Na'Me Pynr Na-e Date I �:�o�.pis.o'N�+`_'IL°L?L�LTSSION?COLS E - i i 3-=• Massachusetts- Department of Public Sutch Board of Buildin,-, Regulations and Standards i Construction Supervisor License License: CS 94302 ADAM HOSTETTER 770 SUITE A MAIN ST OSTERVILLE, MA 02655 Expiration: 12f2212013 ('nnmi�siner Tr-,: 7378 C f �1 (921e Woo1rn?caruuect/M o/Gfaaaao/urelC ': License or registration valid for individul use only Office of Consumer Affairs&Business Regulation kVjepi ME IMPROVEMENT CONTRACTOR before the expiration date: If found return to: st�atfon: s15 ENTType: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 !ration: Y81y20-14:a DBA Boston,MA 02116 WEST BAY MANAGEMENT.TRUST._P' ADAM HOSTETTER"' t-s? ; 770 A MAIN ST. 00 :, • • :: _>.' ��.�- � OSTERVILLE, MA 02655-' '- Undersecretary Not valid without signature ,11 4t0 ® ® Engineering& ROBERT M. PE5R051ER5, P.E. Des/gn CO., Inc. Consulting Engineer 508-946-3561 155 East Grove Street - Most Office Box 649 Fax 508-946-1653 Middleborough, MA 02346 November 7,2012 Project No.2012-053 Mr. Mathew Anton Hosteter Homes 770a Main Street Osterville, MA 02655 Re: Site Inspection and Review of the Renovation to the Existing Structure Located at 134 Wianno Avenue, Osterville MA 02655 Mr. Anton: You asked me to conduct a site inspection to evaluate the on-site changes and revisions to the roof and second floor framing design that was issued September 21,2012 for the renovation to the second floor of the existing structure at the referenced location. On Friday October, 19 2012, as well as Friday October 26,2012; I visited the site to conduct a walk-through visual inspection to review the on-site revisions and changes to the originally proposed framing design dated September 21,2012 and make additional recommendation for the reframing of the roof and second floor. On Friday November,2, 2012 I re-visited the site to conduct a final review of the installation of the structural systems necessary to facilitate renovations to the existing structure located at the referenced location. At the time of the final,inspection conducted on Friday,November 2,2012 the framing portions of the renovations to the existing structure were significantly complete.At the final inspection,I conducted a walk-through visual inspection to review the overall framing at several sample locations as well as the installation of the previously recommended upgrades to the structure. At the time of the inspection there were a few areas of the structure that had not been complete such as several window straps and connectors as well as the %2"plywood on interior sides of the second floor walls. I understand that the plywood will be installed after the insulation has been installed_ On Monday,November 5, 2012 you provided me with pictures documenting the installation of the mechanical connectors and installation of the straps at the window framing as well as the installation of the structural members previously in complete at the time of the inspection. In my view,based on the pictures provided documenting the construction of the structure as well as the inspections of framing at the sample locations,the structure at the referenced location has been constructed, consistent with the design intent,meeting the structural requirements of the Massachusetts State Building Code, 8th Edition. If you have any questions regarding this report,or if you require additional in lease do not hesitate to call. � �,Iri OF4f4 Regards, R08ER'i M. DESRO -� 770 r Michael R Shaheen. auCrsJRAt e d E) Engineering& RODERT M. DE5R051ER5, P.E. Design Co., inc. Consulting Engineer 508-946-3561 155 East Grove Street • Post Office Box 649 Fax 508-946-1653 Middleborough, MA 02346 November 7, 2012 Project No. 2012-053 Mr. Mathew Anton Hosteter Homes 770a Main Street Osterville, MA 02655 Re: Site Inspection and Review of the Renovation to the Existing Structure Located at 134 Wianno Avenue, Osterville MA 02655 Mr. Anton: You asked me to conduct a site inspection to evaluate the on-site changes and revisions to the roof and second floor framing design that was issued September 21,:2012 for the renovation to the second floor of the existing structure at the referenced location. On Friday October, 19 2012, as well as Friday October 26, 2012, I visited the site to conduct a walk-through visual inspection to review the on-site revisions and changes to the originally proposed framing design dated September 21, 2012 and make additional recommendation for the reframing of the roof and second floor. On Friday November, 2, 2012 I re-visited the site to conduct a final review of the installation of the structural systems necessary to facilitate renovations to the existing structure located at the referenced location. At the time of the final inspection conducted on Friday, November 2, 2012 the framing portions of the renovations to the existing structure were significantly complete. At the final inspection, I conducted a walk-through visual inspection to review the overall framing at several sample locations as well as the installation of the previously recommended upgrades to the structure. At the time of the inspection there were a few areas of the structure that had not been complete such as several window straps and connectors as well as the '/z"plywood on interior sides of the second floor walls. I understand that the plywood will be installed after the insulation has been installed. On Monday,November 5, 2012 you provided me with pictures documenting the installation of the mechanical connectors and installation of the straps at the window framing as well as the installation of the structural members previously in complete at the time of.the inspection. In my view,based on the pictures provided documenting the construction of the structure as well as the inspections of framing at the sample locations, the structure at the referenced location has been constructed, consistent with the design intent, meeting the structural requirements of the Massachusetts State Building Code, 8th Edition. If you have any questions regarding this report, or if you require additional ' m tion, please do not hesitate to call. ��cH OF 4fWan Regards, o R Egg M N D OSI O Michael R Shaheen. QutruR�t ��AI�IL RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: /.?Y a49&#-J Auf _ z TOWN: OSIER V t llf` All CONTRACTOR'S NAME&INFO: /40-0a rAcit hom u% 7740 ZMAlk ST VSTE6sutllF- MA THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: BSAr TYPE o7•0 GloS4 Cei(�✓�0/r►'� ' THERMAL CONDUCTIVITY PER INCH: •Z AREA THICKNESS R-VALUE CEILING A"Ficd6L WALLS STAIRWELL BASE. CEIL GARAGE CEIL G.H. WALL CRAWL OVERHANG CATH. WALL CATH. CEIL W.O. WALL FOUND. WALL BLOCK/RUNN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: RICHIE'S INSULATION, INC. PROM ADDRESS:/,3 1 PERMIT# PERMIT DATE: 2.- WP: Aq LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: Aq BY: F ;+ TOWN OF BARNSTABLE BUILDING PERMIT APPLI-ATIO Map Parcel r' l��+ F 5 ppli-. i Q. Health Division �'� Date Issued Conservation Division Application Fee So- Planning Dept. _ Permit Fee Ca A51 -OU Date Definitive Plan Approved by Planning Board PC 66 cos)Historic - OKH Preservation / Hyannis Project Street Address 1�N VE- Village d S ✓��I-e �/Iili4 D 2X rSr w� • r✓a vg Owner rl`I'"�-Y Address /3' cY A Telephone 5-1 S 5 Y _ Permit Request �� vvLa 6 L G/tn- 6 f �'y vm 40 D G6_ w; use f � � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new y�� Zoning District Flood Plain 'Groundwater Overlay Project Valuation Construction Type W/ F Lot Size ° 3 Acre S Grandfathered: ❑Yes ❑ No If yes,.attach supporting documentation. �J fJ Dwelling Type: Single Family- Two Family ❑ Multi-Family (# units) � t1 Age of Existing Structure / Jr'f Historic House: ❑Yes KNo On Old King's Highway: ❑Yes aWNo Basement Type: WOull El Crawl ❑ Walkout ❑ Other G�6 '^'/ . i3 iBasement Finished Area (sq.ft.) 1o40 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 5— new Half: existing new, O. 1 Number of Bedrooms: existing I new Pew •-, . ;7 Total Room Count (not including baths): existing new First Floor Room Count r Heat Type and Fuel: 1�Gas ❑ Oil ❑ Electric ❑ Other j Central Air: Les ❑ No Fireplaces: Existing New Existing wood/coal stove:--❑Yes ❑ No Detached garage: ❑ existing `)4 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:�existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1D4?• 1 S j- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ Yes ,KNo If yes, site plan review # Current Use d �''' Proposed Use 5A et'L L— y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ' 1 U Telephone Number `7 / r 6 " 3 o yl Address U �)�n1 License # 36) -121 S �t1 e 4 Home Improvement Contractor# 5z_ y �6 S� Worker's Compensation # WW<f 70 Z Zo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE z 1 I f Z FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED _-�_,cu '.kIAP/PARCEL,NO. a. e ADDRESS VILLAGE " OWNER r { DATE OF INSPECTION: FOUNDATION �' -FRAME INSULATION I-L9k FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS:' = ROUGH FINAL 7 ` -FINAL BUILDING", % QL-IA-+f — 141?P�" A-hD4D pp- ` 4 DATE CLOSED OUT ,- ASSOCIATION PLAN NO. Bk 26348 P:9 304 4sw28326 i. .. i 05-21-2012 a 12 a 48co t„E Town of Barnstable Regulatory Services Thomas F.Geiler,Director NAM °6 3 .�& Building Division CFO MAr Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ® o `C N Office: 508-862-4038 Fax: 50V� 0-6 0 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE �? 77 51 v, r-- We, the undersigned Harry Taylor and Motoko Sakurai, being the owners of property situated at-134 Wianno Ave,Osterville in,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 26017, Page 346, being"shown on Assessors' Map 141 as Parcel 007,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, which contains living quarters, 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 occasional guests 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 would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which 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 n? 201 d'. TOWN OF BARNSTABLE OWN; By: /1 .. Harry TayTfil / .Lw ' omas Perry,Building CokAf issioner Motoko gakwai THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date Then personally appeared the above-named (owner), r�o� yIo and made oath as to truth of the foregoing instrument,before me. E :ANT A TRUFC p�rc%o Notary Public G�•'i°� 24. ?o9O2 �i �DH� opy q� S `P My Commission Expires: Q:word/accessoryagreement _ �''.,MgMO►�y jA�-��5•`J OF DEEDS BARNSTABLE REGISTRY Town of Barnstable Regulatory Services • BARNSTABM Thomas F.Geiler,Director 1639. '°rEDNlO'�A Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 23, 2012 Adam Hostetter 770 Suite A Main St. Osterville, Ma. 02655 RE: 134 Wianno Ave., Osterville, Ma. Map: 141 Parcel: 0007 Dear Mr. Hostetter: This letter is in response to application number 201200783 submitted to demolish an existing attached garage and construct a new detached garage at the above referenced address. Unfortunately, the application is not approved at this time for the following reason(s): 1) The construction documents submitted are incomplete. Utility shut off letters are required. 2) The construction documents submitted show a dwelling unit on the second floor of the detached garage with only one means of egress. 780 CMR•311.1 requires two means of egress. 3) The design of the building submitted does not meet the prescriptive requirements of 780 CMR in regards to.wind load criteria. Respectfully, 1d; 0 re L. Lauz�on Local Inspector (508) 862-4034 ' r Orrice orCoosumerArrairs d Busioess Regulation yHOMEIMPROVEMENTC License or registration valid for individul use only d Registration: CONTRACTOR before the expiration date. if found return use -+'152124 Expiration: &212012 Type: Office of Consumer Affairs and Business Re ..: DBA 10 Park PI,WEST BAY MANAGE" e � za-Suite 5170 gulatio .:EJRUST. Boston,NIA 02116 ADAM HOSTETTER =, 770 A MAIN ST, OSTERVILLE, MA 02655. •` UodcrsecretUry Not valid without signature _ i , i i - Nlarsachusctt% - �cpartmcnt of Public Safct\ Board of Buildin;, Re-ulationx and Standard. - Construction Supervisor License License: CS 94302 ADAM HOSTETTER':<. 770 SUITE'A MAIN.ST OSTERVILLE:MA,02655 15;c Expiration: 12/22/2013 Tr#: 7378 �OFiME Tp� Town of Barnstable RegulatoryServices a"a'STABLZ ' Thomas F. Geiler,Director cuss. �TEo5�a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 �s-A•w.town.barnstabl e.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 AjA,, 1t' Sl-e to act on nay behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of O er Date Pjint 1\-ame If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. n•cno�ic•nw'.icoacpu.tccint� i f N -1 C7 � CD nationalgri'd Ln IV March 23, 2012 Attention: Martin Ward Re: 134 Wianno Ave. Osterville. MA. This letter is to notify you that the gas service to 134 Wianno Ave, Osterville, MA. has been cut at the valve on 03/22/2012. Sincerely, Diane E. Camara National Grid Gas Customer Fulfillment 40 Sylvan Road E-2 Waltham, Ma 02451 781-907-2927 D. J. Peckham Electric March 23, 2012 Town of Barnstable Building Department -+ 200 Main Street ®F Hyannis, MA 02601 e o 0 To Whom It May Concern: I, Daniel Peckham, attest that I have shut off the electrical panel to03 N the garage at 134 Wianno Avenue in Osterville, MA. All ne�essa.ry�,n m precautions have been taken. The family room and garage are ready to be demolished. Sinc ly, pL Daniel Peckham 'i J. P. Plumbing & Heating March 23, 2012 Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 134 Wianno Avenue, Osterville, MA 02655 N Dear Building Department Representative: ' w The water service at the aforementioned location has been turned off All preparations have been made to allow for the demolition off the garage and family room. Work may now safely begin. — "' Sincerely, Ja s Paterson i r 23 12 02:51 p Hostetter Homes 15084281974 p.1 MOSTETTER HOMES Property Management&Construction 508.428.2828 www.hostetter-homesxom TO: Jeff Lauzon —Town of Barnstable Building Dept @FAX: 508-790-6230 FROM: Adam Hostetter DATE: March 23, 2012 Pages: 6, including this page RE: 134 Wianno Avenue — Checklist for Compliance Please see attached. AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Checklist for Compliance Engineefing & Design Co.. Ind. 134 Wianno Ave Project No.2012-032 Osterville,MA 02655 February 7,2012 (Archi Tech Associates) Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 2 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ..............................................8:12 5 12:12 Q MeanRoof Height ..............................................................(Fig 2).................................................. 23 It 5 33' Q BuildingWidth,W...............................................................(Fig 3)...................................................24 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3)...................................................32 ft 5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.33:1 5,3:1 Q Nominal Height of Tallest Opening2 ...................................(Fig 4)............... Garage Doors Engineered 5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR Concrete.............................................................................................................................. Q 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)...................................................... 24 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5)...........................................12 in.5 6"—12" Q Bolt Embedment—concrete.........................................(Fig 5).....................................................7 in. z 7" Q PlateWasher...............................................................(Fig 5)......................... 3"x 3"x%" z 3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR)...................................................... Q Maximum Floor Opening Dimension...................................(Fig 6)......................................................8 It 5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................................1ft Allowed s d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................................1It Allowed s d Q Floor Bracing at Endwalls...................................................(Fig 9).................................(First 2 Bays Oft O.C.) Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................T&G WSP Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...........................%"in. Q Floor Sheathing Fastening.................................................(Table 2).............8d nails at 6 in edge/12 in field Q I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Checklist for Compliance En iheenn d. d 9 9 Design Co., 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................9ft 2 in. 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).........................9ft 2 in 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5)......................16 in.5 24"o.c Q Wall Story Offsets ........................................................(Figs 7&8).....................................1ft or less 5 d Q 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-9 ft 2 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-13 ft 6 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q Gypsum Ceiling Length(if WSP not used)...........................(Fig 11).................................Full Ceiling ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. Q or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)............................................................12 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7).............................................3 Per Stud Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)...............................................3 Per Stud Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9)......................................... 9 ft 2 in.5 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.5 11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)......................................... 3 ft 0 in.5 12' Q Sill Plate Spans...........................................................(Table 9)..........................................3 ft 0 in. 5 12" Q Full Height Studs(no.of studs)....................................(Table 9)..............................................................2 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...............................................................................6'8° Q Sheathing Type..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).............................................3 Per Foot Q Percent Full-Height Sheathing(Right)......... (Table 10)...........(68%Required)(75%Available) Q Percent Full-Height Sheathing(Left).........(Table 10)..............(68%Required)(75%Available) Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Checklist for Compliance d d D Engineering :Design Co.; Inc. Maximum Building Dimension, L Nominal Height of Tallest Opening2.................................................................. 6'8" s 6'8" Q Sheathing Type..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).............................................3 Per Foot Q Percent Full-Height Sheathing(Front)......... (Table 10)...............(37%Required)(Engineered) Q Percent Full-Height Sheathing(Rear)..........(Table 10).............(37%Required)(81%Available) Q Wall Cladding Ratedfor Wind Speed?.............................................................. .................................................11O MPH Q 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)......1ft or Less s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=269 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..................................T=194 plf Q Gable Rake Outlooker......................................... (Figure 20)......1 ft or Lesss smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).............................................U=417 lb. Q Lateral(no.of 16d common nails)...(Table 14)...................................... L=228 lb. Q Roof Sheathing Type......................(per 780 CMR).. ................................................CDX/WSP Q Roof Sheathing Thickness........................................... ...............................................5/8 in.a 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)...............................8d(6"Edge 6"Field) Q i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Checklist for Compliance ASAp6esign Engineering Co., Inc. Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CM 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment Z� -VMEN THE EDGE BENS ON SE FRAMM USd NAILS 1 11 11 , I 1 11 11 1 I 1 II 11 11 1 1: 1 1 11 11 / 1 Q j I 11 11 1 / L 111'1 �EDGE ff"139AEMATE l so h 1'I • 11 so of1 CL p H 11 , 1 II O it 41Lot rum I 1 Il R 11 11 1 IL - 11 1 i � --^•1 11 is 11 STD . i It 11 Ma PATIE3iN PAMM PANM EDGaE DOUMA MAIL EDGE SPACMG DETAL DOUBLE EDGE `------- NALSPACWG to Detail Vertical and Horizontal Nailing See Detail on Next Page for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment I tI ,v R F Fa BEDROOM I 0 N ❑.................... .LIVING LA FIM VI U as ® -- ® 1la � MECH. BATH I '-•�•�"� v FOYER :: ud .. DECK ......... ........ ------- .-... - -- ............................................................ .--...- a.s�a� oe a tEe eiA BREAKFAST ❑.................... AREA DINING KITCHEN �••..I�- ra y®_) : _____________ _ _______________ .�B Ssz 0 epic. GARAGE i o0 - Ob F 1 FAFAARILY ...-...... - """' SUNROOM • ' ............. BATH ' N C >x G7 --•-°• y l ........................................................................................ ._ 0 y O _ CM O 7 Cm LL Y fC @ N N =' 3Z LL LIVING AREA•2,05550.FT, ay EXISTING FIR 5 T FLOOR PLAN GARAGE AREA•5—SOFT. o �0 Job m eeoe t..�.•� moW� " T v 3 APB o EX-2 ? ISSUED FOR REVIEW .m I of 4 Generated by REScheck-Web Software Compliance Certificate Project Title: Taylor/Sakurai Guest-134 Wianno Ave Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 134 Wianno Avenue Adam Hostetter Tim Luff Osterville,Massachusetts 02655 Hostetter Homes Archi-Tech Associates,Inc. 770A Main Street 6 School Street Osterville,Massachusetts 02655 Cotuit,Massachusetts 02635 508428-2828 508420-5335 Compliance: trade-off Compliance:6.3%Better Than Code Maximum UA:127 Your UA:119 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Vest.Floor:All-Wood Joist/Truss Over Uncond.Space 63 19.0 0.0 3 Wall 1:Wood Frame,161n.D.C. 67 19.0 0.0 2 Door:Glass 20 0.310 6 PCDH2541:Wood Frame,2 Pane w/Low-E 7 0.300 2 Wall 1:Wood Frame,16in.D.C. 63 19.0 0.0 3 Therma-Tru S92:Solid 18 0.260 5 Wall 1:Wood Frame, 16in.o.c. 70 19.0 0.0 4 Wall 1:Wood Frame, 16in.o.c. 63 19.0 0.0 4 Studio Floor:All-Wood Joistlrruss Over Uncond.Space 591 30.0 0.0 20 Wall 2:Wood Frame,16in.o.c. 71 19.0 0.0 4 Wall 2:Wood Frame, 16in.o.c. 76 19.0 0.0 4 PCCM-2941:Wood Frame,2 Pane w/Low-E 8 0.300 2 Wall 2:Wood Frame,16in.o.c. 57 19.0 0.0 3 Wall 2:Wood Frame,16in.D.C. 5 19.0 0.0 0 Wall 2:Wood Frame,16in.o.c. 80 19.0 0.0 3 PCCM-2941:Wood Frame,2 Pane w/Low-E 8 0.300 2 PCCM-2941:Wood Frame,2 Pane w/Low-E 8 0.300 2 PCCM-2941:Wood Frame,2 Pane w/Low-E 8 0.300 2 Wall 2:Wood Frame, 161n.D.C. 5 19.0 0.0 0 Wall 2:Wood Frame,16in.o.c. 57 19.0 0.0 3 Wall 2:Wood Frame, 16in.o.c. 159 19.0 0.0 8 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Wall 2:Wood Frame,16in.o.c. 57 19.0 0.0 3 Wall 2:Wood Frame, 16in.o.c. 9 19.0 0.0 1 Wall 2:Wood Frame,16in.D.C. 155 19.0 0.0 9 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Wall 2:Wood Frame,16in.D.C. 9 19.0 0.0 1 Wall 2:Wood Frame, 16in.o.c. 57 19.0 0.0 3 Wall 2:Wood Frame, 16in.o.c. 86 19.0 0.0 4 Project Title:Taylor/Sakurai Guest-134 Wianno Ave Report date:02/10/12 Data filename: Page 1 of 7 j PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 PCTRDH-2917:Wood Frame,2 Pane w/Low-E 3 0.300 1 PCDH-2953:Wood Frame,2 Pane w/Low-E 11 0.300 3 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. � n I e✓ L . Name-Title �g ature Date Project Title:Taylor/Sakurai Guest-134 Wianno Ave Report date:02/10/12 Data filename: Page 2 of 7 Mar 23 12 02:54p Hostetter Homes 15084281974 p.6 ASAFO- Engineering& NAILING SCHEDULE Design Co., Inc. UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX Suite Three - 155 East Grove Street .• Route 28 AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH Niddlebdro ugh, K,4 02346 TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. I JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)1Dd EACH END RIM BOARD TO RAFTER(END-NAILED) (2)16d (3)16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d AT J004TS STUD TO STUD(FACE-NAILED) (2)16d (2)16d 24"0/c HEADED TO HEADER(FACE-NAILED) 16d 16d 16"olc ALONG EDGES FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d (2)10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED)- (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(OE-NAILED) (2)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 10d 6"EDGE 16"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4"EDGE 14'FIELD GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD WITHOUT GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS WITH 8d 10d WEDGE 16"FIELD STRUCTRUAL QUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS wlLOOKOUT BLOCKS 8d 10d 4"EDGE 14"FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/I D'FIELD WALL SHEATHING WOOD STUCTURAL PANELS -STUDS SPACED UP TO 24"o/c 8d 10d •6"EDGE/12'FIELD Y2'AND 23/32-FIBERBOARD PANELS 8d' — 3'EDGE/6"FIELD }5"GYPSUM WALLBOARD 5d COOLERS - r EDGE 110'FIELD FLOOR SHEATHING (WOOD STRUCTURAL PANELS) l'OR LESS 8d 10d 6"EOGE/12'FIELD GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD 'CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. I The Coin m onNpealth of Massachusetts Department of IndustrialAccIdents 'V Office of lnvestrgadons 600 Washington Stl'eet _ .Boston,MA 02111 www.mass.gov/dia ' Workers' Compensation lnsunnce Affidavit: Builders/Colitractors/Electricians/Plumbers An licantXnfor:mation TleasePrintLeaibly j,Tamt (Business/DrganizaHonflndiviru:•1):_ A— AC re55---- —T?O S�/✓11 rk • y��s Phone.#: 77 Ci /State/Zi p:_D _1 Axe you an eniployer7 Check the appropriate box: .Type of project(required):. 1•'� I ant a employer with _ a ❑ I am a general contractor and T have hired the sub contractors 6 ❑New consinlction . employees (full and/or part-time)• , Remodeling ?.:❑ I am a'sole proprietor or primer- listed on the'attachcd sbeet 7 ❑ g • ship and have no employees These sub-contractors have g, []Tjemolition eoaployeey and have workers' vrorkiog for me in any capacity, 9. PABuilding addition [No workers' comp.insurance comp.insurance,$ required.] 5. ❑ We arc a corporation and its 10.❑Electrical repairs or additions . officers have exercised their 1l.❑Plumbing repairs or additions 3.❑ I am a homeowner doing alhv/ork ' Myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required]t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp.insurance required.] aA.ny applicant that checks box"1 must also fill Qut the section below showing their workers'compensation policy information. t Homcowocrs,who'submit this affidavit Indic-Ang they arc doing all work and tlien hire outside contractors mu?t submit anew atndavit indicating such. , lContmctors that cheek thlsbox must attached&I additional sheet showing the name of the sub-contractors and state whether ornotthose entities have employees. If the sub-contractor's have employees,theymust providt:their workers'comp.policy number. _I gill all employer Mae is providing workers'comp ensafion insurance,for illy employees. Below is.the policy and job site' Information. Ltsurecc Company Name; WK60 n �Nl f/4 Policy r or Scl# ins.Lie. r: W IV C 30 -! Z V Expiration Date: 31 Z 3/1 Z -• Job Site Address: /3 r /� �� ' ` ''�' City/State/7_ip: A ttach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secu-c.coverage as required Wider Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fee tip to $1,500.00 endlor ene-year it Lrisomrent as vi'e1 as civil penalties in the form of a STOP WORK,ORDER and a r:,,e of up to 5250.00 a day?against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the bIA for insurance coverage yerificat ion. —_ X do hereby certify u �e the pains•and penalties of perjury that the Information provided above is true an'd correct. Date: _-__ 1 / SiT-tt.-e: — — — Phan-r: �-7 V36 - 300 Me in Iris crca; to he completed by,cL�Or to Wm. effciaL Offtcial use arty. Do not Cify or Town: ' -Permit/L•lcens.e m Issuing Authority(circle one); I.Board of Health 2,Buildi*ig Department 3, City/Tossn Clerk 4. Electrical Inspector 5,Plumbing Inspector 6, Other Phone#: Contact Person: __ 12/20/2011 15:48 5084209227 MARK W SYLVIA _ PAGE 01 AC RO Y CERTIFICATE OF LIABILITY INSURANCE OAf 2/2012O/11 12/20/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policyll")must be Endorsed. tf SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain pollcles may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. CONTACT PRODUCER Mark Sylvia Insurance Agency,LLC PHONE 771 Main Street (I�,r "N 44 atiFA).(508)d28-00 _ �.tjc.J504)420-9227 met*Qmerksylvlainsurance.DOm _ 1. Osterville,MA O2655 INSURER(SI AFFOROINO COVERAGE_ NAIC I INsuRER A:Montpelier US Ins Co i INSURED INsvR0 B:Wesco Insurance Co I West Bay Management Trust - --� NstIREa c 770A Main Street Osterville,MA 02655 INSURER 0: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT tO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF.SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ • Ili TYPE OF.•--- A _..._... POLICY!PP INSURANCE POLICY NUMBER M MID UM1Te 'A OENERAL UABiLrTY MP0006001008648 121412011. /2 2 EACH OCCURRENCE i 1,000,000 COMMERCIAL GENERAL LIASILfT1' P_gEAsl$E$1ER9S5!{!L�Li9 S I .-•__1_00.000 CLAIMS-MAOE n OCCUR MEO EXP(Anf�MOn S 50,000 ..._�_.._ •---_...._. _PERSONALSADVINJURY S 1,000,000 ---- - .q4N§RALAGGREGATE 3 I 2,000.000 GE-L AGGRFOATE LIMIT APPLIES PER: PRODUCTS•COMwOv nGG 3 2 000,000 POLICY P 0 — LOC E AUTOMOBILE LIABILITY COMBINED SINGLE LIMB = ANY AUTO : BODILY INJURY(Par pwi0n) S I ALL OI AUTOS NEO r^ UI.ED ' ..._... BODILY INJURY Iptlr wclowl S NON-OWNED PROPER-f�' CAGE ' HIRED AUTOS AUTOS UMBRELLA LIAO OCCUR EACH,OCCURPENGE_..- . $ ' EXCESS UAB HCLAIMS-MADE AOOREGATE._-....._ . . $1 DED RETEMTION3 = B YMIUKERa COMPENSATION WWC3021209 3/23/2011 3/2312012 VIC STATU• oTN• AND EMPLOYERS*UABILrrY YIN 1PULIM X -E ANY PROPRIETORIPARTNERIEXECUnVE� N I A E.L.EACH ACCIDENT S 500,000 OFFICERIMEMBER EXCLUDE07 (MAnastory In NMI E.L.DISEASE-EA EMPLOYE Ste—- 500,D00 IIye� dOsclba rr+dor OESG�RIPTION OF OPERATIONS balsa E.L.DISEASE-POLICY LIMB 1 3 500.000 I i I DESCRIPTION Of OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101.AddlNenll Rem arlte SclwouM.H more @put 4 requbed) Landscape Gardening, Painting, Carpentry CERTIFICATE HOLDER CANCELLATION (508)428 197d SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE Hostetter Realty Co Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 770A Mein Street ACCORDANCE WITH THE POLICY PROVISIONS. Osterville.MA 02655 AUTHORIZED REPRESENTATNE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010106) The ACORD name and logo are negatered marks of ACORD 1 8k 26343 P:9 304 4W`28326 0-5-21-2012 & 12 - 480 Town of Barnstable �F1MIE TpY,_ Regulatory Services BABNSfABt.E. : Thomas F.Geiler,Director MAM �4039. & Building Division ArEp�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We, the undersigned Harry Taylor and Motoko Sakurai, being the owners of property situated at 134 Wianno Ave,Osterville in,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 26017, Page 346, being shown on Assessors' Map 141 as Parcel 007, 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, which contains living quarters, 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 occasional guests 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 would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which 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 4' day of 201 �. TOWN OF BARNSTABLE OWNE S —T-2 Z By: n , Harry Tayl � --5--x ,,"�'/,/",-� 0,-7 , ,Aw , omas Perry,Building Co issioner Motoko Sakurai THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY, SS Date S-6-401 z Then personally appeared the above-named (owner), ���� yID and made oath as to the truth of the foregoing instrument,before mew. 00,,,1,En,A,/V,�'''., Ate' Notary Public Z .-o'A. My Commission Expires: �% � 'TARY Pug• � ` Q:word/accessoryagreement ,,,,�'4.qS$q,�jE 5��` ��•�`� BARNSTABLE REGISTRY OF DEEDS �v .-i.�,l�v../w[�.[�...�:YI• •"2`L'4. i+l'i'L':�-.'Lf.�.t�t• -....�..�s�•.ss�.a��n•.4 w+v.[--•s r.at � .-i. .. is T.r w .�,..�tf�IK • ... .... .. w..v[�. ♦ _f 457- 71- e �LOL 7'7 O e / N 0S7 f/Lf/ ri LC sr i . , � ,•'�;�s 31OVISNVVS J0 NMOl ' ---_- -- , + f v 1 �- �� �, ��`- L '` f ..� I - -----_ B Wianno Ave, Osterville 8/31 /12 i i 1 ST —Asssor's map and lot number :........ Simi; Sys • a of s G y r� •+ ,Sewage Permit number ....Q i.7.. Ks.......��. AM4 House number ... :...l..y�....:...v... �.�..... ......::.... . G �tEG LE, m� + 1��T YWN U LAT B ea 639• 9 r - ON a' TOWN OF . -BARNSTABLE BUILDING "' WSPECTOR APPLICATION FOR PERMIT TOv�/p... T...v!-�.c TYPE OF CONSTRUCTION ......�!".��0 '��� �'............................ ........................ .......................................................... ........f...:!V...v..e?z..............19 8 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... .... /.�......... �� .....................�.................................... ................................................................ ProposedUse ...../ ,S.1. pee-pee f.a./....................................................................................................I......................... i Zoning District ...... ....................................................Fire District .....�tE/'/� /C........................................... I / Name of Owner ....�fe177e ..........Address ...4�.Y. C/*"-)r Name of Builder/c...�o.!`��� Q ..44.4 .........Address ��Z ����� '�T Glf�� v�/�............. ....................................... ......... .. ..e iName of Architect ..................................................................Address .................................................................................... I Number of Rooms JCS f�i' r�............FoundationOv/'C� ��� �e Exterior ... ...... ..............................Roofing /1 ....... ......................... Floors Interior ...... //' G✓�� ...............................................�-la,l ilJ ..l° � ................................... ...yy.. Heating .,f7�.r-T.. !//JZ �%l.P�. ....../....... Plumbing ............................................. Fireplace Z<.C!//l.61°.. 4...........Approximate. Cost ... ...... .... . .. ... . ..... Definitive Plan Approved by Planning Board ---------------___-----------19________ Area ...or. 'C Diagram of Lot and Building with Dimensions Fee .... i............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH _ I N iN I U OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the To arnstable regardi g the above construction. Name ....... ......................................... Construction Supervisor's License .45 ................ FLEMING, HAROLD V/ Garage Nb�..A.?A�.7. Permit for Build Addition 0C .............................. Single Family Dwelling . .................... ........................................................ 134 Wianno Avenue Location ................................................................ Ostervill ' .........................................!..................................... Owner .......Harold Flemin5...................... ................................... Type of Construction ..........Frame ................................ ....................................................................... Plot ............................. Lot ................................ Permit Granted .......N.ov.... .......e.mbe.K...2.9.(..I9 8 8 .. ... ........ . Z.19 Date of Inspection 7 41— ..... Date Completed ................. ....19 Z A j Asso,sor's map and lot number .... ..........�/ N�f1 407 K� Sewage Permit number � � 1 //f S EAHBSTADLE, i House number ...1.`�.lr. 1.�l..l........V...��.........{..........., 9�O mum e�0 TOWN OF BARNSTABLE BUILDING INSPECTOR / /GX70 APPLICATION FOR PERMIT TOv��'� U !9//� �-'�.y( TYPE OF CONSTRUCTION ......Z<!".��(... !9P.................................................................................... /...!!Slv..Z,7..............19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 0? / /� S7" 21/1/lc Location ...../. K..... ......C����....................�e..............................................................:........................................... ProposedUse .....zov— ....................................................................................................I......................... ,� Z) .sT�ir�l/ ZoningDistrict .........................................................................Fire District ....�..................................................................... • Name of Owner �Q./�.... 1.� .� ..........Address ...� 1.....1���! ilQ..... lJ� Name of Builder ../s...! �/`�L�� Q/(l {�!75 .......Address /�/Z /J/fi'�/�..jT ............. ........ ........ ........... ............................... Nameof Architect ......... ........................................................Address .................................................................................... Number of Rooms Z ��J1 �r4//��� • DrJ/ Q/J�/C fZ`......................... ............ ............/. ........... .................Foundation / ... Exterior ..4:.. l/�� � Roofing ../��1P/!!�.../......................................................... U�.......... ........................... / Floors .... VV.67�� G .....................................Interior ...... �.G✓i9�/................................................. Heating .............Plumbing ............................................. Fireplace Cl���l'..170 ...�� ifGG„ //��C...........Approximate. Cost ... .L-2kV �.,��' . ....... IM Definitive Plan Approved by Planning Board ---------------- -------------19-------- "- .;^�- Area ?......... �.9 C Diagram of Lot and Building with Dimensions Fee Lv m.-.".................... SUBJECT TO APPROVAL OF BOARD OF HEALTH IN t i \ 1 K -1 � M 1 _ 'T `"z �J OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations k able regardij'g the above construction. / Nam ConLicense FLEMING, HAROLD A=141-007 Permit for ..Build Addition & Garage ............................. Single Family Dwellinci............. ................ ............................................. Location ....134 Wianno Avenue ............................................................. ...................0.s.t.er.y.i.1.1.e................................... Owner ......Harold...Fl........emi.ng........................ ..... .... Type of Construction ...Frame............................ .. .... .. ................................................................................ Plot ............................ Lot ................................. Permit Granted .....No.ve.m.be.r....2.9........19 89 .. .... .. .... .. Date of Inspection ................................... ig Date Completed ....................................J9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel ,'�1� Application # Health'Division -7o—e- Date Issued -_?Jt:!5 /6�1_1 Conservation'Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic'- OKH Preservation/Hyannis v o Project Street 'Address Village S � Owner ` ' __li'U r AJ be T&LI /U Address Telephone Permit Request- 5 S: are feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning ct Flood Plain Groundwater Overlay i Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yesl,6ttach supporting documentation. Dwelling Type: Single Family .❑ o Family ❑ Multi-F�y of units) Age of Existing Structure Hi ric House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout er Basement Finished Area(sq.ft.) Z ement Unfinished Area(sg.ft) Number of Baths: Full: existing ew alf: existing neW C Number of Bedrooms: xisting _new Co Total Room Count (not including ba s): existing new Firs loor Room Count Heat Type and Fuel: ❑ Gas Oil ❑ Electric ❑ Other =� c w Central Air: ❑Yes ❑ N Fireplaces: Existing New Existing wood al stove: (Pees ❑ No v rn Detached garage: ❑ex' ing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existi ❑ new size_ Attached garage: xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board f Appeals Authorization ❑ Appeal # Recorded ❑ Commerc' I ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ` APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 10k fY a-11V !rl%//V-r J%� _ /�G�'elephone Number 1 t.5Tf Address�JJ�/+� (� License # f7A fsn x13 �`7,/L L� 'f1/� Home Improvement Contractor# �lo Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY z `i APPLICATION# y DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE J r.OWNER ; ' � r DATE OF INSPECTION: - *. FOUNDATION , k ..FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL GAS: ROUGH [FINAL , FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN'NO. ' ,per The Commonwealth of Massachusetts �\ Department of Industrial Accidents rA Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPUcant Information Please Print Legibly Name(Business/Organinflon/Individual): a if-, Address: city/state/zip: �/f} 7D�l�s mil-t-5 HA zhone.#:_ ��y� Are you an employer? Check the appropriate bog: Type of project(required): 4. I am a general contractor and I 1.�am a employer with 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- These sub-contractors have ship and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' 9 Building addition [No �� workers' co insurance cow ms 5. [] We are a corporation corporation and its 10.❑Electrical repairs or additions required.] 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 c. 152, §1(4), and we have no insurance required.]t 13.�er employees. [No workers' comp.insurance required.] 1. '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. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: cjT�AV y FI Policy#or Self-ins. Lic.#: �U 9 Expiration Date: / ai t; � Job Site Address: �„� �w 0 � City/state/zip: e5��/"-t �6t I�JG3%� 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 rrimirial 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!)IA for insurance coverage verification. I do hereby FW sand penalties of perjury that the information provided above is true and correct. Signature: Date: 1,2 — Phone#: V 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.BuiIding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i Town of Barnstable • SARNSI'ABIB. `""M 639. &� Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder t ,as Owner of the subject property y� J/ /erebyautho.tize �J1� ,L / to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) ignature of Owner Date I1 11--i Jt;�:oAJ Print Name Q:Fonns:expmtrg Revise071405 08/19/2009 14:20 5084202705 AMERICAN TENT PAGE 01 ■ 610537 5/8/2008 10:27:38 AM PAQIE 2/003 Fax Server ® Fr ;. CERTIFICATE OF LIABILITY INSURANCE OAT!RR{BOUMr1 Hougm moo. Cfa>!tlq ��ChiAO A ■AY" cw0 OWY AND No ftlmm uaf 7w ca"MA-M Ell, D OR kwi tq CA QUID AN O MW TM P�'Otj=a Stg.OW. em eawsm MMMM APFOMM COWMAGE Arnortm Tod i Tab m& St i1US blollwa a CO P O Root 1310 Tn1MBlro CRR.CO.of Ae1 neuR�a � e THE POUCIEBOFNUN A M umm BROW HMVE BEHH ISUM TO THE wH XM"AM ABOW FWTHEHVLCYPH�000nacATEq, ANY t�RERSEW' milm OR cupomoN OF AW CQNTRACr OR UT►M DOCU"3ff VA R CT 7p HI{taU Ting CFRTU�TE NA r"t On AIN, THE INBURAMC£AFFON� BY THE POIICEa �11 E MMJEJT TO ALL TW Tom.M CL,UNDWAND A%V Bt011B OF SUCH PO=E& AGMEOATE U►AT'0 DIMMN MAY HAVE MEN R EMIM BY PM QLA OF A 6tMdMALLMfpLffr CK00220NO OU9110! 01/9l1110 eAullae s1 X. OOUMFRCMLWARiLLMBLrtY --- 0" _ ".3 Mwe Q OOQA F71E gM1Afi1ff A�ri w��) i1 M�ner ae� •AWArARr s1 -- GENERALAOgfw�ATy 02wAOMRMATEuMU►AfftxsFee: ------- Poucy Lac -- PROOkAWO-OoWklDYAM iI■�,� - Ums.flT ANY AM ALL O WNctl AUTOi SC HEDU.M AUTCO i ►tlRO AUTOY _ -- NON.OM{AD AklMa { t1A*AotAY�U)�� i OAwAAII UAAMLM AVTOON r•EA A001o®Ir d1 ANY AUTO cnwec�►uw EAAGAM A A Avroo�aw EKVI SUAWAM o a 00GA 1...._.1OuAM&MM AOalOI►Tw e o®uunmA: B wawloawsaoLtreleATl{rAMio xJt1Bp10vw= 01Gt1�Y 04�1H0 X MUcem►Tu EIAPlareltr LNIwY.lT11 EA-CACNAOU Boa i1 000 ML4A{E-�►aR i100 000 Ai coon0000 MIM 01t�1N0 rl , ont Fb�hr �" C3 Form A60.000 inSF A0 NY TNIR carOfiaatR is hLURA a a mtUrr of~ony. 10 dByr no**of awcoleflon for norolwymowtL 03 6 —. cn CERMRCM HOLDER y w l l d �• SHOULD AMWO MlASOWper®P(EXE{Bi•gmealm XWOWN41 on" OAT!1 "06W M SMUMlR VAL S INAMOR 1OWL3V eLMMRR7l1 mummiuma cu wfiAm NaLO@mRNrl wmnLsrT.stwFmAw ipDOwpWy WPM wOORI.UwATUORORLPWLUTOFMwVR UPON THE MLIUM%MAsm"OR TATIML RL7URRARAIgIR ACORD ii8(7)97)1 Of 2 A)0 Y ACORb CORPORATION I M 48 Certiftiate of lame Reogtanre REGISTERED AZTEC TENTS Date treated°f APPUCATION 2665 COLUMBIA ST �n � CONCERN NO a3 'ya . - TORRANCE,CA 90503 04�2009f CAL COMB F-419.01 (800)U8-3687 This is to certify Drat the materials described below hereof have been flame retardant beaDed(or are irNrererrtly rrwrflarrrr►lable). FOR µ AMERICAN TENT& TABLE •*aat w� -'° ATTN. ALLEN SYLVESTER 381 OLD FALMOUTH ROAD UNIT 41 _ . MARSTONS MILLS, MA 02648. K Certo¢ication is hereby made that: (check "a" or "b") � (a) The articles described below this certificate have been treated with a flame retardant chemical approved and registered by the State Fire Marshal and that the applicationof said chemical was done in confor- mance with the laws of the State of California and the Rules and Regulations of the State Fine Marshal _ Name of chemical used...:........................................Chem.Reg.No. ........................ Meathod of application.............................. ...........................:.................................. ' (b) The articles described below hereof are made from a flame-resistant fabric or material registered and i approved be the State Fire Marshal for such use; Fabric has been tested and passes NFPA701-96. Trade name of flame-resistant fabric or material used..LamhWedFab* Reg.No.......F!1 ...... The Flame Retardant Process Used .�LL.NOT _ Be Removed by Washing " (win or will not) David Bradley Chuck Miller - President U Name of Applicator or Production Superintendem Title' CUSTOMER ORDER NO. R174684 ITEMS MANUFACTURED: 8- 10x101 PC TOP ONLY-UW 2-20x20 2PC STD TOP ONLY-UW 3-20x10 STD MIDDLE TOP ONLY-UW 2-30x30 2PC STD TOP ONLY-UW 3-30x10 STD MIDDLE TOP ONLY-UW _ PROJECT NAME: T eY1 0 y a`t e ADDRESS: L01 ve PERNHT# PERNIIT DATE: `' p M/P: (7(� LARGE PLANS ARE FILED IN: BANKERS BOX 0--s 4 FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR j QUALITY ORIGINALS) m A., I 7 N, C&' DATA- r-a•1 w• vc -- le••r' �• �) Cpl. 4 68 IN CN n t t X n �y�� i r m rn �j J.'� ro• �co• N �y m az g •z g�a [ o a° CIDIN�pNrq L � 3� �}�AqIf0$m TO rr ul <43 0 rggd is;i c �F(�eo up9 v o a' Fan 3 "IN y 3 fA Z Additions&Alterations to the ArtN-retnA„oti,lt,,lnantrtny E m yloA ty o��.t°pyllgnl of i - A Taylor/Sakurai Residence , y,Iha Ar hilet lur.7SW°rk,CopYYyri�gGht III epio0oclg'l go' M°nlllbu- A R C H I —T E C H 134 W i a n n o Avenue tits of Iht,e pl.n,w mtul Iht. 6 school street t 508.420.5335 /508.420.5304 epr.,, nlll,n ton'enl al^rtti I✓iI ASS 0 C I A T E S A cotuit, Me 02635 Q info@architechassociates.com` Osterville Massachusetts T AAuotide,,na,i,,.ihing, I I ii E; mmlof IJ; ,tlpV..�nrrc�lou,— lul e°^oo,°ahIII b drought to I`. UI 4 II II n I A hi-Tech A„u., Foundation Plan Inc.lo�arie ODeY;,,;;;a; ,�,;,;,,„�, arch i t e c t u r a l d e s i g n architechassociates.com � � � . �l l�c�?n�i ��� �� � ���� � i� �- - c�c��'� ���� ti � �- �� Fart,hlvv� u w w Q ` - �o .� LOCUS G�. Ln - rr N" °o � s Its e CD Gckff�' _ Q Ln 'fir 0 J.r Lu rn Ln /; DIMENSIONAL REQUIREMENTS ULe �t(•2 ZONING CLA551FICATION: RC MINIMUM LOT SIZE: 43560 SF MINIMUM FRONTAGE: 20' MINIMUM FRONT YARD:. 20' MINIMUM 51DE * REAR YARD: 10, MAXIMUM BUILDING HEIGHT: 30' i0 ' Op i0 \cogs ' •O 1 0.6' O, ` � BUILDING LOCATION PLAN 2 0� �. FO P, .�� 134 WIANNO AVENUE 05TERVILLE, MA PREPARED FOR EXISTING FOUNDATION cy� HARRY TAYLOR N W. 5CALE: DATE: DRAWN BY: ' UMBA I " = GO' 04-05-201 2 TM / N .3579 JOB NUMBER: I 1 -,044 REV1510N: SHEET NUMBER: CI'ppW I —2 sS`v�°� WELLER � ASSOCIATES O I G45 FALMOUTH KID.-, SUITE 4C -- P.O. BOX 4 1 7 CENTERVILLE, MA 02G32- 'j 1Z. 2 WINDY WAY, #232 -NANTUCKET, KvA 02554 1 TELEPHONE 4. FAX: (508) 775-0735 w EMAIL: trl5weller@comca5t.net REGISTERED LAND SURVEYORS ENVIROMENTAL CONSULTANTS Traverse PC W . 's k�" ',� W 1 4 L � N U n '"T4 5� -k S #3'{A�+AF yt °°° 'V 8 wY a �.,.yfinn'trwy,..^ *'rc � yt.� tC Fz <. �a- — I/ 44 kkR {� iy' Wry ,ry. vk4 ti r, s fw Z (L *•' W Po ,xr �A� n� 4CC'w DIMEN51ONAL REQUIREMENTS ZONING CLA551PICATION: RC pip MINIMUM LOT SIZE: 435GO 5F MINIMUM FRONTAGE: 20' MINIMUM FRONT YARD: 20' MINIMUM 51DE *- REAR YARD: 10' MAXIMUM BUILDING HEIGHT: 30' -10 'O �s? •° \ s r\k 10.G' BUILDING LOCATION PLAN FOR 134 WIANNO AVENUE OSTERVILLE, MA PREPARED FOR PROPOSED -' GARAGE HARRY TAYLO R 5CALE: DATE: DRAWN BY: W. I " = GO' 02- 1 4-20 1 2 TMW o RU BA JOB NUMBER: REV1510N: SHEET NUMBER: I 'o° No. Tat I I -044 CPP- 1 WELLER * ASSOCIATES {/O qN0 S Q I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 417 CENTERVILLE. MA 02632 �Q 2 WINDY WAY, #232 NANTUCKET. MA 02554 ^(,Z• TELEPHONE * FAX: (508) 775-0735 EMAIL: trl5weller@comca5t.net `._ REGISTERED LAND 5URVEYOR5 ENVIROMENTAL CONSULTANTS Traverse PC a I r 7/10/7017 17.19 PM N d D'd N'd Q6 = -- ------ n a>§ 'L Q Q YG � C ' --------------- o , , — — r-r r+r a r-s• r-s• a' L r 6 Lg � 4i 4 4 § Fo a --------- --------- ------------ -----------------� { VJCJ Yo U Y� �' � s•..• s.-r e.�. 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Foundation& First Floor Plans m:; TT;;' a r c h i t e c t u r a l design archi tech associates.com r IE4 I e " (� 'e. r-r °�, +o-r a 1a0• ' _?xb z Io i ;� a A.f•.Yf]1H-S � _ I rg,Y.21ga a u]" : 5117 s Tercues+,r x�ai-.`` '-�e vr,I :e�-.w• s•-e• ri v.•}— r-e yr . _ �_ -- te 0.7 r; O 11 ni IJ r ! — • A I N \\ IJ E--a:i2 A N W o% < " Fj -- / � V � cNn 7 ra+ Z a zo �� F 0 0 8 x _ L }f a -n Guest House for the AcN-t.NA�d.l.cDcnrWr `,,, Taylor/Sakurai Residence �� YiYl.cYno Ad 1199°M opr. 1 h".1q p 0..Gana 1 17.r V ° 1 34 Wianno Avenue U.,+a1N.'°�,,;:..lF•wll°. � a school slreec It 50e.420.5335 f we.azo.ssa 1 a Osterville, Massachusetts A S S 0 C r AT E S A o t.YnA u:..:..n� g- ,wl.1'�',°I Mr„u � �. cotui 1, ma ot�s linfo@architechassociates.com N :.. b.dnp.Ju61.D+°uvAl l°U" � A Il.nll°n cl a.r,-T.c�coot. - Second Floor Roof Plan :< W .:-:^�;.;�;. architect u r a l design arch i tech associates.com • � � glZlll2 t�Qark�:k � Earthly oL �p LOCUS Ln W 1 O� IZ < T O (n O lu �s�• Q uy �. i DIMEN51ONAL REQUIREMENTS t DO ZONING CLA551FICATION: RC �p i MINIMUM LOT 51ZE: 435GO 5F MINIMUM FRONTAGE: 20' MINIMUM FRONT YARD: 20' MINIMUM 51DE 4. REAR YARD: 10, MAXIMUM BUILDING HEIGHT: 30' i° ip c�F 10.G' pK BUILDING LOCATION PLAN 2 FOP, 34 WIAN-NO AVENUE`OSTERVI-LLE;MA � EXI5TING PREPARED FOR FOUNDATION cy HARRY TAYLOR 5CALE: DATE: DRAWN BY: TMW UM A ? I " = 60' 04-05-201 2 N .35T99 f JOB NUMBER: 1 1 -044 1 REV1510N: 5HEEr NUMBER: CPP-2 ss WELLER * A550CIATE5 - I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 4 1 7 CENTERVILLE. MA 02G32 2 WINDY WAY, #232 NANTUCKET, MA 02554 ]!/ TELEPHONE 4 FAX: (508) 775-0735 _ EMAIL: trl5wellerQcomca5t.net REGISTERED LAND 5URVEYOR5 � ENVIROMENTAL CONSULTANTS Traverse PC • i r fr ` 1~ •r r r+ - _ _may.�_ .'F^!'. ` w_�i.%a^.^7M,._. -� Sl- ... r -. _r - ' .� C:_7A' ..�� s- a - r n . 1 r .JNAAA,j j of 1ol ' r. i r i r i . � , ♦ �' - !' STRLK.TURAL N01E5� ��.O .� .yam. •ALL AINDOW�ExntR1OR ocoR 41 I@AOER9 TO�(97 2xa5 W/I/2' N N- RTWCx)7 UNLESS NOTED Oi1ERW1'R '� �. •FLOOR J015r5 TO 6E 0015E cA9„ADEj (0 11'Va•AJ9.2DS a 1e'O0. 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Taylor/Sakurai Residence Aahilect—Wo,k,Copy,;ght V P,oleclron Act'of 1990.An y. neralien.,epred°,lion e,�,;r�8°- H I —T E C H F u u 134 Wianno:Aven.ue °�° ingeept,n, rilh,ul,he 6 school Street t506.420.5335 �508.420.5304 z , y fpisv wdlen eoment of Amh1 A S S O C I AT E S.° Y Osterville, Massachusetts T.el of th,t W.lnc.y--.h.,! cotuit, ma o2635 a infoQarchitechassociates.com men;of Ih,,,mI ncYeivon•he,o J O t r diftiepp these .tte,g,shall De bme ht to the IQ Second Floor Plan eponofA9ching A"°`. a p"°'lobe °"° "°'`°'m architectural design architechassociates.com eu ie aoaro io he wed.do not a I , 3127,2012 3,39 PM ------------ re i rn ® I A ------ 119 • , , " , i:....... is rn < N I z „ SP :.......... b ................... n N� O�II II O I I I , , , , I I I I I = 1 I _ I A sb �V r l,l)tiflt%J � i �fi JACn x In c f av fT` CD fn O p O 3 a % AKA � F6 R>.�G aQ t_r PT itq oa is 4 R § �� `�`. �lx R=x R14 8 r 0P i z o �N z a Additions&Alte ratiohs to the A,,I-Tech Auociates.Inc.huehy .- < < Si co s>' erpreisl re!e yes the copyiighl of D the,.kn Act do to the A R C H I —T E C H Taylor/Sakurai Residenceril,ctwisWorka Copyright V A '• alteration. Act•of tioU.r copy, Iler,lien,reproduction or Xslrlou- 6 school street t 508.420.5335 f 50B.420.5304 t 1 34 Wiarl rl0 Ave11.0 P. 'lion of lhe,e plan,without the V sprees vnillen consent of Archi o 6 Y Osterville, Massachusetts'. TechAmcW.,,lne..isanrolr,;_ � ASS 0 C I AT E SA cotuit, ma o2su einfo@architechassociates.com .� ent of hated Any errors,. - pions or discrepancies on Ihese drawings snail Oe brought to the Ilenlion of Archi-Te is Assoc., T" Exterior Elevations ,u;n,1fe;; ;I,a;;D;; architectural design architechassociates.com scA.drawings 3/21/2012 3,39 Pm (D t� wrao, g — " � § �{ H I P1 , � �k S F l. Ito - --- ---------- b rn -- \.................. . ,➢ Q D : :...................t. t — I11— / � u ..................._ I : m �N 3: rn D < M ; : Z I t� � r : I1.0 �. m • -<Ill � ° I —f ' --------------------- • l VVA =_ L _ I 2�•iF-J I �� - -� .. HT , I r I �O. ti a _ Ir la x $ c � = t 9 6 m C aS -n .} M. 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Itenlion of Archi-Te c Avvoc.. Sections ^°.prior to begfnry^,work.not architectural design architechassociates.com —i—are"be—d.do not .,In tlrawinga. Y t 3/�l/20i2 1�i'Q(+n J 1 ;Tx �aQ Er15(INyi - f _ 2>u I 0 °g! .'-0Mw. 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Details nSiD�;r„a to a not architect u r a I design architechassociates.com A.drawing,. E E N U N FIRST FLOOR FRAMING NOTES 6,4RAGE SHEATHING ROOF-FRAMING NOTES 6 a) o iv FIRST FLOOR JOISTS TO BE SHORT WALL - ALL PANEL AND FASTENER REOUIREMENTS `° �' L) SE67 ENT5 AT GARAGE A DOOR OR NINDON HEADERS - RAFTERS TO SE 2XIO'5 @ Ib" 0.., o " o II l/8" AJ5-20'5 @ 16"O.G.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR NALL5 OR 2X6 SEARING UNLESS NOTED. SEE SCHEDULE IN ~ PROVIDE 1 1/=:"OR 3/4"GDX PLYWOOD(VERT.) INSIDE NALL5 TO BE (3) 2Xb'5 N/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE -UNLESS NOTED 5ELON,ALL FASTENERS SHALL CONFORM TO TABLE L 1 1/6" L5L,LVL,OR 055 RIM THE OVERHEAD DOOR NALL. PLYNOOD SPACERS UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MA55ACHU5ETT5 STATE o o api J015T BY SAME MANUFACTURER TO BE FASTENED TO BOTH 5ILL5 AND IN INTERIOR 2X4 BEARING NALL5 TO BE BUILDING CODE. AS J015T5. NALL 5TUD5 N/3D RING 5HAN< NAILS (2) 2X6'5 N/ 1/2" PLYWOOD 5PAGER5 - PROVIDE 2XIO MINIMUM LEDGER ON o 5?AGED AT NO MORE THAN 6" APART UNLESS NOTED. HEADERS 5HONN ON TOP OF SHEATHI\G FOR SUPPORT ? o « ar cm PLAN,ARE W THE NALL5 BELOW THE L'NOOD ROOF , ANEL5 - 5/b" COX PLYWOOD,UNBLOCKED EDGES. =OLLON ALL MANUFACTURER'S -FRAMING IN QUESTION. AND CONNECTION OF RAFTERS AT Sp NAIL-S 6" AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD OVERLAY rRAMING. RECOMMENDED DETAILS FOR ATTACHED PORCHES o INSTALLATION OF JOISTS - PROVIDE POSTING AT EACH END OF ALL PLYWOOD FLOOR PANELS - 3/4" TXG G PLUGGED C PANELS, E - RAFTERS SHALL SE TOENAILED TO NALL l i E, c 005T CONNECTIONS TO FOUNDATION NALL5/ SEAMS AND AT OTHER LOCATIONS AS o JNB_OG<ED EDGES, IOD NAILS o +j - PROVIDE BLOCKING USING SAME CONCRETE TUBES 5HONN ON PL.AN5. ALL P05T5 TO BE PLATES AND FACE NAILED TO CEILING 'y MATERIAL AS JOISTS OVER ALL (3) 2X4 OR(3) 2X6 STUDS UNLE55 NOTED JOISTS AT SUPPORTS AND SHALL ALSO BE g BEAMS EXCEPT FLUSH BEAMS NHERE - PB44 OR PP64 (12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT N/SIMP50N PLYWOOD NALL PANELS - 1/2"COX PLYWOOD,BLOCKED EDGES, THERE IS A WALL ABOVE,AND UNDER ANCHORS CAST INTO SURFACE OF NALL H2.5 RAFTER TIE EACH RAFTER. 3D NAILS @ 6" AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD ALL BRACED WALL PANELS AS NOTED - ALL POSTS 5HALL BE GONT. DONN FROM THEIR TOP POINT TO FOUND.OR ON DRAWINGS(SEE DRAWING A-II FOR - PANELS, W JIIi WALLS ABOVE CARRYING(TRANSFER) BEAM. POSTS - FASTEN RAFTERS TO NON-STRUCTURAL RIDGE - GYPSUM SHEAR NALL PANELS - 1/2" GYPSUM EDGES ARE TYPICALLY GALLED OUT AT THEIR W/(4) IbD TOE NAILS OR(3) I6D FAGS NAILS BLOCKED (PANELS VERTICAL), 6" AROUND PERIMETER, !n - UNLESS OTHERNIS` NOTED, FLOOR TOPMOST POINT. PROVIDE 5AME EACH RAFTER. oASTEN RAFTERS TO STRUCTURAL IOD @ 10" PANEL INTERIOR FIELD V w EXTERIOR NALL ASSEMBLY 05T 51ZE FELON ULE55 NOTED. PROVIDE RIDGE KITH SLOP ED-5EAT RAFTER HANGER (� v 5HEATHIN6 SHALL BE APA RATED 50LID BLOG<ING THROUGH FLOORS OR 51MP50N A35 FRAMING ANCHOR EACH SIDE. o- "5TURD-I-FLOOR", EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL P05T5. - GYPSUM GEILNG PANELS - I/2" GYPSUM PANELS, EDGES UNBLOCKED, F-4 r UP TO DOUBLE PLATE) 5D NAILS @ 6" PERIMETER,50 @ 10" PANEL INTERIOR FIELD � cu SHEATHING AND vEP,5 4"THIC' 0 50 @ 4" PERIMETER,50 @ 10" INTERIOR FIELD ( ►--� TO\CUE-�-GROOVED, 3/4" THICK, NOTE: USE 3" MIN. END , 05T AT EAGH•HOLD- � MINIMUM 24"O.G. SPAN RATING. HORIZONTAL BLOCKING FOR NAILING DOWN(2 5TU05). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR U?LIFT GLUE AND NAIL FLOOR SHEATHING TO BE PROVIDED NITHIN 43"OF DONN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION 3, NOTE - SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION I W TO J015T5. OUTSIDE CORNERS OF MAIN HOU5E AS FOLLON5. NALL5.AND CEILING AND GARAGE. V (/� - SEE DRAWING A-q FOR DOOR AND OPTION A: APPLY 5IMP50N LSTA STRAP a PLYWOOD SHEETS SHALL BE NAILS _ NINDO'N HEADERS.ABOVE THIS -� ACROSS THE TOP OF THE RIDGE TO SILLS,PLATES,5TUD5 AND RIM JOISTS THIS DESIGN ASSUMES THAT THE STRUCTURE IS "ENCLOSED" NHIGH FRAMING LEVEL. CEILING FRAMING NOTES u-• 'a N/SD COMMON NAILS;6" AT PERI- MEANS THAT HIGH IMPACT WINDOW GLASS HILL BE INSTALLED OR METERS AND 8" IN THE FIELD. P ' ' OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK HURRICANE 5HUTTER5 NILL BE INSTALLED. DOORS AND NINDON5 LYnOOD ACROSS THE R,4FTER5 IMMEDIATELY SILLS TO BE (2) 2X6 PRESSURE SHALL SPAN ACROSS THE BOTTOM .AND BELON THE RIDGE AND FASTEN ARE NOT INCLUDED IN THI5 DESIGN AND SHALL BE ATTACHED TREATED N/5/8" X 12" LONG TOP PLATES TO EFFECTIVELY TIE THE - CEILING J015T5 OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS N/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD NALL ASSEMBLY. TO BE 2X10'5 @ 16" O.G.UNLE55 OF 51X(6) IOD NAILS ALL 5IMFSON 5TRON6 TIE FASTENERS SHALL BE INSTALL PER I 't BOLTS @ 4'-O" MAX.O.G.AND 12" OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS - EXT. SHEATHING TO CONSIST TO ENGAGE BOTH PLATES AND BE OF MIN. 1/2"GDX PLYWOOD'N/ -UNLESS OTHERWISE NOTED ROOF 5HEATHIN6 FA5TENDED N/3"X3" PLATE HASHERS A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING USING SAME SHALL BE APA RATED 5HEATHING, EXP. I, 5/3" NAILED KITH SD COMMON NAILS MATERIAL A5 JOISTS OVER ALL THICK,32/16 OR BETTER SPAN RATING. AT 6" SPACING ON THE ED6E5 BEARING NALL5'NHERE THERE 15 A NALL o AND 12"SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL EXTERIOR WALL ASSEMBLY o - ALL DOOR OR WINDOW HE,4DER5 ��j e BRACED NALL ANEL5 AS NOTED ON FRAMING SYMBOLS c PLYWOOD SHEETS TO BE APPLIED THE DRAWINGS. IN EXTERIOR WALLS OR 2X6 SEARING M.(SECOND FLOOR PLATFORM HORIZONTALLY NITH VERTICAL JOINTS NALL5 TO BE(3) 2X6'5 N/ 1/2" PLYWOOD C. DOWN TO DOUBLE SILL) JOINTS TO BE STAGGERED A MIN.OF SPACERS UNLE55 NOTED. ALL HEADERS o w w P.g a 32" BETWEEN LIFTS(TNO STUD BAYS). - UNLESS OTHERWI5E NOTED,FLOOR IN INTERIOR 2X4 NALL5 TO BE (2) 2X6'5 n - NOOD P05T DOWN S - EXT.5HEATHIN6 TO CONSIST PLYWOOD SHALL SPAN ACROSS 5HEATHING 5HALL BE APA RATED N/ 1/2" PLYWOOD SPACERS UNLESS NOTED OF MIN. 1/2"GDX PLYWOOD N/ THE BOTTOM AND TOP FLATE5 "5TURD-I-FLOOR",EXP. 1,COMBINATION HEADERS 5HONN ,' PLAN ARE IN THE 14 - HOOD P05T UP AND DONN �- A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES 5HEATHIN6 AND UNDERLAYMENT, NALL5 BELON THE rRAMING IN OUE5TION. _ NAILED 'KITH 80 COMMON NAILS TO THE STUD 'NALL ASSEMBLY. TONGUE-i-GROOVED,3/4" THICK, x - 'HOOD POST UP AT b"SPACING ON THE EDGES MINIMUM 24"O.G. SPAN RATING. - PROVIDE POSTING AT EACH END OF ALL �! AND 10" SPACING ON THE FIELD GLUE AND NAIL FLOOR 5HEATHING BEAMS AND AT OTHER LOCATIONS AS - BEARING WALL BELOW TO JOISTS. SHOWN ON PLAN5. ALL P05T5 TO SE (3) 2X4 OR(3) 2X6 5TUD5 UNLESS NOTED PLYWOOD SHEETS TO BE APPLIED" SECOND FLOOR FRAMING NOTES HORIZONTALLY KITH VERTICAL JOINTS - ALL DOOR OR WINDOW HEADERS ALL POSTS SHALL BE CONT. DONN FROM - NON-BE SHEAR WALLS(BEARING c IN EXTERIOR NALL5 OR 2X6 BEARING P NON-BEARING) JOINTS TO BE STAGGERED A MIN.OF - • THEIR TOP POINT TO FOUND. OR 5 cU rn 32" BETWEEN LIFTS(TNO STUD BAYS). SECOND FLOOR JOISTS TO SE NALL5 TO BE (3I 2X6'S N/ I/2" PLYWOOD CARRYING(TRANSFER) BEAM. PO5T5 w C 7 II l/8" AJ5-20'5 a AJ5-255 @ I6" O.G.. 5 AGERS UNLE55 NOTED. ALL HEADERS: ARE TYPICALLY GALLED OUT AT THEIR ,,�rmr�n, ? N 4) O PLYWOOD SHALL SPAN ACROSS o P �- - S?AGED SHEAR WALLS. PROVIDE o PROVIDE 1 1/4"OR 1 1/3" LSL, IN INTERIOR 2X4 BEARIN NALL5 TO BE (2) TOPMOST POINT. RO VIDE 5A, E 5HEATHING ON.BO,TH SIDES 3 z THE BOTTOM AND TOP PLATES 2X6'5 N/ 1/2" PLYWOOD SPACERS UNLE55 P05T 51ZE BELOW ULE55 NOTED. PROVIDE c N N t LVL,'OR OSB RIM J015T TO EFFECTIVELY TIE THE PLATES � NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS p � � U (O TO THE STUD NALL ASSEMBLY. BY SAME MANUFACT�JRER THE WALLS BELON THE FRAMING IN, BENEATH ALL POSTS. Q AS JOISTS. QUE5TION. _ � (D v co v - HORIZONTAL BLOCKING FOR NAILING PROVIDE POSTING AT EACH END OF ALL Q � C 70 BE PROVIDED NITHIN 48" OF FOLLOW ALL MANUFACTURER'S HE I MAXIMUM RAFTER SPAN STRUCTURAL DESIGN CRITERIA SEAMS AND AT OTHER LOCATIONS AS 06 Y _ OUTSIDE CORNERS OF MAIN HOUSE RECOMMENDED DE T AIL5 FOR SHOWN ON PLANS. ALL POSTS TO BE Ca N AND GARAGE. INSTALLATION OF JOISTS. (3)2X4 OR(3) 2X6 STUDS UNLE55 NOTED LUMBER GRADE AND = cc SPECIES p-.= RAFTER FIRST FLOOR 40 PSF LL O N N - PLYNQOD SHEETS SHALL BE NAILED PROVIDE BLOCKING U51NG SAME - ALL P05T5 SHALL BE CONT. DOWN FROM Q �17r _ I _(5)` 15 PSF DL — f7 u1 TO SILLS,PLATES,STUDS AND RIM JOISTS MATERIAL AS J015T5 OVER .ALL THEIR TOP POINT TO FOUND. OR kn N0.2 N0.2 SECOND FLOOR 30 PSF Q cu 0 SEAM5 EXCEPT FLUSH 5EAM5 NHERE CARRYING(TRANSFER) BEAM. POSTS o- (v—Li-��^ � N/SD COMMON NAILS:6" AT PERT- 15 �F METERS .AND 8" IN THE FIELD. PLYWOOD THERE IS A NALL A30VE, .AND UNDER ARE TYPICALLY CALLED OUT AT THEIR . ALL BRACED NALL PANELS A5 NOTED TOPMOST POINT. PROVIDE SAME I - ATTIG/5TO. 20 P5F SHALL 5?AN ACROSS THE BOTTOM AND ON DRAWINGS(5-- DWG. A-12 FOR POST SIZE B=LOW ULE%NOTED. PROVIDE 2X3 il' II" II'_ o-_ job no.: ,25 10 OF TO?PLATES TO -rFEGTIVELY TIE THE NALL5 ABOVE) 50LID SLOC<ING THROUGH FLOORS I ��H �19q PLATES O THE STUD NALL ASSEMBLY. HEATH POSTS. I I - t13 at r ec-:oi2 BE A__ OS S. ! ROOF 35 PSF y UNLE55 OTHERWISE NOTED, FLOOR 1 2XI0 I 15' 2" 4' S" i 15 P5F �� 11 OBER) M 1e 5HEATHING 15H.A'_! BE APA RATED p II EXT. NALL5 l5 PSF SR ( wn' - "5TURD-I-FLOOR",EXP 1,COMBINATION I - INT. NALL5 50 P', 3G770 ' SHEATHING AND UNDERI AYMENT, 2XI2 I Il'-6" I6'-�" re TONGUE-=-GROOVED, 3/4" THIG<, 1 DEG<5/PORCHES 60 , SF aTRUCTURkl MINIMUM 24" O r. SPAN RATING. I I 10 F I l GLUE AND NAIL FLOOR 5HEATHING I v, i �� GISTE� TO J015T5. 2XI2 o ry I I SUED FOR CW01TWNION 5m q of I5 5/21/2012 6,11 PM R bit �ZI D m ' VI 3x05__ ___ —_ _ _ _ 11 Pi._.185 "n i --- —II — ———— — --- — — -- -- / -1 I U+ �. I— la j —I--1--- -- , • • I — my v: / I ��•� o i — Mmx I I trk _12lf 3a•_il+/b'LVL _ \ V f ids• I hb I J I OG. ,—� Ir oc. ------til u'va•l.v----—'-------'— D a l � vU Y„ x0M j v Ci `46 YJ 0 I O r10 T. 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A R C H I —T E C He 134 Wianno Avenue iIl^'111otn...pis..sln..1h ,N 6 school street t508.420.WS fr5M.420.W _ Osterville Massachusetts �•�nA. a e- cotuit, ma azsas ainfoQaarchitechassoaates.com of INI cl AI ee^m.•°mtr • o >' ,al,croyy u..e A 0arriryp.1 D.Er°u I to the 4 Framing Section & Details IM''wKK "" Assoc..T-1- 4 k d-bVs. °°^ a r c h i t e c t u r a l design architechassociates.com r r , I . r I - - E E FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING NOTES r PANEL AND FASTENER REQUIREMENTS •6 - FIRST FLOOR JOISTS TO BE - SHORT WALL SEGMENTS AT GARAGE ALL DOOR OR WINDOW HEADERS - RAFTERS TO BE 2XIO'5 @ Ib"O.G. o P.T. 2X65 @ Ib"O.G.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALL5 OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE IN '~ -5 3/4"COX PLYWOOD(VERT.) INSIDE WALLS TO BE (3) 2W5 W/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE - UNLESS NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE Cu - FOLLOW ALL MANUFACTURER'S THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLESS NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PA6E5 1030 AND 1031 OF THE MA55ACHU5ETT5 STATE IN INTERIOR 2X4 BEARING WALL5 TO BE TO BE FASTENED TO BOTH SILLS AND RECOMMENDED DETAILS FOR (2) 2X6'5 W/ 1/2" PLYWOOD SPACERS BUILDING CODE. e s INSTALLATION OF JOISTS. j 1ALL STUDS W/SD RING SHANK NAILS - PROVIDE aXlO MINIMUM LEDGER ON S ` SPACED AT NO MORE THAN b"APART UNLESS NOTED. HEADERS 5HOWN ON TOP OF SHEATHING FOR SUPPORT ., PLAN ARE IN THE WALL5 BELOW THE AND GONN'GTION OF RAFTERS AT - PLYWOOD ROOF PANELS - 5/8"COX PLYWOOD,UNBLOCKED EDGES, - PROVIDE BLOCKING USING SAME FRAMING IN QUESTION. OVERLAY PRIMING. bO NAILE5 @ b"AROUND PERIMETER,50 @ 10" PANEL INTERIOR FIELD MATERIAL A5 J015T5 OVER ALL ATTACHED PORCHES s BEAMS EXCEPT FLUSH BEAMS WHERE - PROVIDE POSTING AT EACH END OF ALL - PLYWOOD FLOOR PANELS - 3/4" TXG G PLUGGED G PANELS, 2 THERE 15 A WALL ABOVE,AND UNDER POST CONNECTIONS TO FOUNDATION WALL5/ BEAMS AND AT OTHER LOCATIONS AS - RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES, IOD NAIL5 0 ALL BRACED WALL PANELS AS NOTED CONCRETE TUBES ggHOWN ON PLANS. ALL PO5T5 TO BE PLATES AND FACE NAILED TO CEILING 0 ON DRAWINGS(SEE DRAWING A-11 FOR (3)2X4 OR(3) 2X6 STUDS UNLESS NOTED JOISTS AT SUPPORTS AND SHALL AL50 BE WALL5 ABOVE) - P544 OR PP64(12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT W/5IMP50N - PLYWOOD WALL PANELS - 1/2"COX PLYWOOD,BLOCKED EDGES, -UNLE55 OTHERWISE NOTED,FLOOR ANCHORS CAST INTO SURFACE OF WALL -ALL POSTS SHALL BE CONT. DOWN FROM H2.5 RAFTER TIE EACH RAFTER. SD NAILS @ b"AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD SHEATHING SHALL BE APA RATED THEIR TOP POINT TO FOUND. OR - FASTEN RAFTERS TO NON-STRUCTURAL RIDGE -GYPSUM SHEAR WALL PANELS - I/2"GYPSUM PANELS,EDGES MM STURD-I-FLOOR",EXP. I,COMBINATION ARERYIPIGALRLYNGALLED OUT APOSTS �HE R W/(4) I6D•'fOE NAILS OR(3) IbD FACE NAILS BLOCKED(PANELS VERTICAL),@ b"AROUND PERIMETER, SHEATHING AND UNDERLAYMENT, TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL 100 @ 10"PANEL INTERIOR FIELD �U W TON61JE-8-GROOVED,3/4" THICK, EXTERIOR WALL A55EMBLY P05T 51ZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER MINIMUM 24"O.G.SPAN RATING. SOLID BLOCKING THROUGH FLOORS OR SIMPSON A55 FRAMING ANCHOR EACH SIDE. [-1 GLUE AND NAIL FLOOR SHEATHING (SECOND FLOOR PLATFORM BENEATH ALL POSTS. - GYPSUM CEILING PANELS - 1/2"GYPSUM PANELS,EDGES UNBLOCKED, TO JOISTS. UP TO DOUBLE PLATE) 50 NAIL5 @ b"PERIMETER,50 @ 10" PANEL INTERIOR FIELD NOTE: USE 3" MIN. END POST AT EACH HOLD- 50 @ 4"PERIMETER,50 @ 10" INTERIOR FIELD - SEE DRAWING A-9 FOR DOOR AND - HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR UPLIFT ~ V WINDOW HEADERS ABOVE THIS TO BE PROVIDED WITHIN 4W OF OOWN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, •• NOTE -SEE ARCHITECTURAL 5FE65 FOR FIRE SEPARATION FRAMING LEVEL. OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING V AND GARAGE. -� - 51LL5 TO BE(3) 2X6 SILLS - PLYWOOD SHEETS SHALL BE NAILED OPTION A: APPLY 51MP50N L5TA STRAP a BOTTOM SILL TO BE PRE55URE TO SILLS,PLATES,5TUD5 AND RIM JOISTS AC,RO55 THE TOP OF THE RIDGE THI5 DESIGN ASSUMES THAT THE STRUCTURE IS "ENCLOSED" WHIGH TREATED W/5/8" X 12"LONG W/50 COMMON NAILS;b"AT PER[- CEILING FRAMING NOTES MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR METERS AND W IN THE FIELD. PLYWOOD OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK HURRICANE SHUTTERS WILL BE INSTALLED.DOOR5 AND WINDOWS GALVANIZED STEEL HOOKED ANCHOR ACROSS THE RAFTERS IMMEDIATELY BOLTS @ 2'-0' MAX.O.G.AND 12" SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THI5 DESIGN AND SHALL BE ATTACHED FROM CORNERS OR SPLICES. BOLTS TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. TO ENGAGE BOTH PLATES AND BE PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XI05 @ 16"O.G.UNLESS OF 51X(6) IOD NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER FA5TENDED W/3"X3" PLATE WASHERS _ EXT.SHEATHING TO CONSIST OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. OF MIN. 1/2"COX PLYWOOD W/ - UNLE55 OTHERWISE NOTED ROOF SHEATHING A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING USING SAME SHALL BE APA RATED SHEATHING,EXP. 1,5/6" EXTERIOR WALL A55EMBLY NAILED WITH 50 COMMON NAIL5 MATERIAL AS JOISTS OVER ALL THICK,32AF,OR BETTER SPAN RATING. (SECOND FLOOR PLATFORM AT 6" SPACING ON THE E06E5 BEARING WALL5 WHERE THERE 15 A WALL DOWN TO DOUBLE SILL) AND 12"SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALLME BRACED WALL PANELS AS NOTED ON - ALL DOOR OR WINDOW HEADERS 0- - PLYWOOD SHEETS TO BE APPLIED IN EXTERIOR WALL5 OR 2X6 BEARING FRAMING 5YMBOL5 EXT. SHEATHING TO CONSIST HORIZONTALLY WITH VERTICAL JOINTS THE DRAWINGS. WALL5 TO OE(3) 2X65 W/ 1/2" PLYWOOD OF MIN. 1/2"COX PLYWOOD W/ JOINTS TO BE STAGGERED A MIN.OF SPACERS UNLE55 NOTED. ALL HEADERS wo ? A MINIMUM 24/0 SPAN RATING. 32" BETWEEN LIFTS(TWO STUD BAYS). -UNLE55 OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE (2)2X(b'5 ❑ - WOOD P05T DOWN NAILED WITH 50 COMMON NAIL5 PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED W/1/2" PL(I^NOOD 5PAGER5 UNLE55 NOTED AT b"5PAGIN6 ON THE E06E5 THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP. I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE ® - WOOD P05T UP AND DOWN AND 10"SPACING ON THE FIELD TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDERLAYMENT, WALL5 BELOW THE FRAMING IN QUESTION. TO THE STUD WALL ASSEMBLY. TONGUE-B-GROOVED,3/4" THICK, x - WOOD P05T UP < MINIMUM 24"O.G. SPAN RATING. - PROVIDE POSTING AT EACH END OF ALL coil PLYWOOD 5HEET5 TO BE APPLIED GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS HORIZONTALLY WITH VERTICAL JOINTS TO JOISTS. SgHOWN ON P}AN5. ALL P05T5 TO BE - BEARING WALL BELOW JOINTS TO BE STAGGERED A MIN.OF (3) 2X4 OR,3) 2Xb STUDS UNLE55 NOTED 32" BETWEEN LIFTS(TWO STUD BAYS). SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS - BRACED SHEAR WALL5(BEARING 8 PLYWOOD SHALL SPAN AGRO55 - ALL POSTS SHALL BE CONT. DOWN FROM THE BOTTOM AND TOP PLATES IN EXTERIOR WALLS OR 2X6 BEARING THEIR TOP POINT TO FOUND.OR NON-BEARIN(5) N TO EFFECTIVELY TIE THE PLATES - SECOND FLOOR JOISTS TO BE WALLS TO BE(3) 2X6'5 W/ 1/2" PLYWOOD CARRYING/TRANSFER)BEAM. POSTS N N TO THE STUD WALL ASSEMBLY. 9 1/2" AJ5-20'5 @ 16"O.G.. 5PAGER5 UNLE55 NOTED. ALL HEADERS ARE TYPICALLY GALLED OUT AT THEIR BRACED SHEAR WALLS PR C W 0 PROVIDE 1 1/4"OR 1 1/5" L5L, IN INTERIOR 2X4 BEARIN WALL5 TO BE(2) TOPMOST FOINT. PROVIDE SAME - . PROVIDE 0 LVL,OR 055 RIM JOIST 2X65 W/1/2" PLYWOOD 5PAGER5 UNLE55 P05T 51ZE BELOW ULE55 NOTED. PROVIDE SHEATHING ON BOTH SIDES t Z N BY SAME MANUFACTURER NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLO(KING THROUGH FLOORS (1) >� - HORIZONTAL BLOCKING FOR NAILING THE WALL5 BELOW THE FRAMING IN BENEATH ALLPOSTS. .0 a) Q 0 � TO BE PROVIDED WITHIN 4W OF AS JOISTS. QUESTION. to 3 OUTSIDE CORNERS OF MAIN HOUSE �n — O u) 5 AND GARAGE. - PROVIDE POSTING AT EACH END OF ALL ` O i C - FOLLOW ALL MANUFACTURER'S MAXIMUM RAFTER SPAN � C BEAMS AND AT OTHER LOCATIONS AS __ STRUCTURAL DESIGN CRITERIA =Y " RECOMMENDED DETAILS FOR S5HOWN ON P AN5. ALL P05T5 TO BE j Co(0 N W PLYWOOD 5HEET5 SHALL BE NAILED INSTALLATION OF JOISTS. (3)2X4 OR(3) 2X6 5TUD5 UNLE55 NOTED SPED ESGRADE AND j > _ > � TO SILLS, PLATES,5TUD5 AND RIM JOISTS z RAFTER � W/80 COMMON NAILS;b"AT PER)- v 51ZE - FIRST FLOOR 40 P5F LL `p METERS AND W IN THE FIELD. PLYWOOD - PROVIDE BLOCKING USING SAME ALL POSTS SHALL BE GONT. DOWN FROM D_ 5-P-F 5-P-F (5)' 15 P5F OIL SHALL SPAN ACROSS THE EIOTTOM AND MATERIAL AS JOISTS OVER ALL THEIR TOP POINT TO FOUND.OR J' NO.2 NO.2 - SECOND FLOOR 30 P5F Ca 0 CD � TOP PLATES TO EFFECTIVELY TIE THE BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING(TRANSFER) BEAM. POSTS 15 P5F ~ PLATES TO THE STUD WALL ASSEMBLY. THERE 15 A WALL ABOVE,AND UNDER ARE TYPICALLY GALLED OUT AT THEIR ALL BRACED WALL PANELS AS NOTED TOPM05T POINT. PROVIDE SAME - ATTIC/STO. 20 P5F POST SIZE BELOW ULE55 NOTED. PROVIDE 2Xb II'-II" 11'-4" 10 PSF job no.; .,2a ON DRAWINGS SEE DWG.A-12 FOR SOLID BLOCKING THROUGH FLOORS WALLS ABOVE BENEATH ALL POSTS. v - ROOF 35 P5F date 10 PEOftARY 201. 15 P5F scale : As r 11 - UNLESS OTHERWISE NOTED, FLOOR O 2XIO 15-2" 14'-5" SHEATHING SHALL BE APA RATEDEXT.WALLS l5 P5F DL drawn1W "STURD-I-FLOOR",EXP. 1,COMBINATION SHEATHING AND UNDERLAYMENT, - INT.HALLS 50 P5F DL rep. 2X12Ib'-9"TON6UE-8-GROOVED, 3/4" THICK, rep. g MINIMUM 24"O.G.SPAN RATING. DECKS/PORCHES 60 P5F10 P5F GLUE AND NAIL FLOOR SHEATHING Q n TO JOISTS. 2XI2 -------- Iq'-4" S. 1 S N ISSUED FOR PERMIT snt q Of e 2AO12012 12:19 PM ' % • 0 � a o x_ G >6 Y = Cl CI q. c v c � N �®? —�• - ir� file.. ,1e e�w ♦ ♦ / 0 2,�0�'s ;c• A _ A r o r o O I I t y4 OO ♦ / � I I IIIil y i M 1 i I A _ i I .IT oL.j,51, D Ibl ; i I I Z r D y 3 _ z Z ie vD � AD s D CIO U Z N UI H6 0! a A �� r x gg . p4O •.. _ .-- - - < I) � 'N. R TF rt�,A ' '�` � .,n. p•0'y.7i' � �. � _ _ a - _ P � fLa L n t C N' D O c, D xa o,wive,a u•ou • a e 0 N Ljxua a 9 < .16 oL. b' •Si LNmeG o A I I I - D — U. o I r I v I YO -n �I rl G D "• -I A I j I Z a I 2x10 ooP g" D I I a"'�OcrrE0.,u7s3l---fy .w.cc. iFI b I I�u" 3 a w s2os r ' _ D 4` I I g • _� I I I al p _ ._._._. ---------------v----1 *.*._. r I Iv —I Y' .0W D D •16 OL. 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DO NOT OVER EXCAVATE UNLESS DIRECTED TO DO SO BY THE OWNER'S SITE REPRESENTATIVE IN ORDER TO REMOVE UNSUITABLE ADHERE CAP UNIT SOIL. IF OVEREXCAVATING IN ORDER TO IMPROVE BEARING CAPACITY, THE EXCAVATION SHALL EXTEND AT 1 H:1 V (FROM THE TO TOP UNIT W/ WALL BASE UNIT) IN FRONT OF THE WALL FACE AND AT LEAST AS FAR BEHIND THE;WALL AS THE LONGEST GEOGRID LENGTH. CONCRETE ADHESIVE 18 12 4. THE OWNER'S SITE REPRESENTATIVE SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. '� ;• . ;• •. •� •a,•..,••• 0.9" SETBACK PER COURSE 6 ;_" •----'�' ' 5. LEVELING PAD SHALL CONSIST OF COMPACTED, STRUCTURAL-GRADE SAND & GRAVEL OR 3/4" CRUSHED STONE, \' �y ,�,'�� ' : ,:,:• ',:.:= `' (6.7 deg. BATTER) , MINIMUM 6 DEPTH. A THIN PAD (MAX. 3" THICK) OF MAX. 2000 psf UNREINFORCED CONCRETE MAY BE SUBSTITUTED. 7, IF CONCRETE IS USED THE SUBGRADE MUST BE COMPACTED PRIOR TO PLACING THE CONCRETE. GEOSYNTHETIC ' ' 6 OPEN JOINT 6" �: ;,a:,.:: " REINFORCEMENT t AT 40 FT. CENTERS ; .•., •:� i �. �, •:.;., .. .z, HE WALL FACE- DRAWING(S.)6. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE AS INDICATED ON T \� RETAINED BACKFILL 7. FOLLOW APPUCABL£ PROVISIONS OF THE MANUFACTURER'S INSTALLATION � INSTRUCTIONS AND OR EXISTING EARTH WRITTEN SPECIFICATIONS, ESPECIALLY WITH REGARDS TO LEVELING OF BLOCKS AND !'BASE. AB CLASSIC DRAINAGE FILL DRAIN DETAIL ;,... TYPICAL (SEE NOTE #8) TYPICAL UNIT 8. DRAINAGE FILL SHALL BE INSTALLED BEHIND THE WALL. THIS- MATERIAL SHALL BE'CLEAN 3/4" CRUSHED STONE. MODULAR CONCRETE WALLS;:,OVER 4' FACING UNITS. :. APPROX. (NOT TO SCALE) UNIT DIMENSIONS 9. WHERE PERFORATED HDPE DRAINS ARE USED, PROVIDE OUTLETS AT THE ENDS OF THE 'WALL AND AT 40 INTERVALS, EXCAVATION OR TIE TO A CLOSED DRAINAGE SYSTEM. ALTERNATE OUTLET METHODS MAY BE APPROVED BY THE DESIGN ENGINEER. (VOIDS IN BLOCKS TO FILTER FABRIC, SEE (NOT TO SCALE) BE FILLED WITH \ .• . .. ,,./�NOTE #27 \ 10. BACKFILL AND COMPACT THE FILL MATERIAL BEHIND THE WALL AS THE WALL IS INSTALLED. 3 8 - 3/4" STONE AT R 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER EACH COURSE PLACEMENT) G OF TESTS SHALL BE DETERMINED BY THE OWNER'S SITE REPRESENTATIVE. -_ REINFORCED FILL, COMPACTED TO 12. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (92% M'ODIFIED, ASTM D-1557) OF THE FILL MATERIAL. 95% STANDARD (92% MODIFIED) PROCTOR DENSITY SEE WALL FACE DRAWING 13. GEOGRID CUT LENGTHS AS SHOWN ON THE WALL FACE DRAWING(s) ARE MEASURED' ' FROM THE FRONT FACE OF THE WALL. FOR, REQUIRED EMBEDMENT. (SEE SPECIFICATIONS, THIS SHEET) -- (0.5 MINIMUM) \� 14. ROLL GEOGRID OUT FROM THE WALL FACE AND PULL GEOGRID TIGHT PRIOR TO BACKFILLING. ---�- PERF. HDPE PIPE BY HANCOR (OR EQUAL), MIN. 4 DIA., OUTLET AT END OF WALL & 15. THE PREFERED LOCATION FOR GUARDRAIL/FENCE INSTALLATION IS BEYOND THE LENGTH OF THE / 40' INTERVALS OR TIE TO DRAINAGE SYSTEM GEOGRID. WHERE THIS CANNOT BE ACCOMPLISHED, THE FOLLOWING ALTERNATIVES ARE AVAILABLE �•.;;::;,:: MIN. SLOPE, 1/8"/FT. / s FOR POST INSTALLATION: 1� FILTER FABRIC WRAP. ENCLOSING 3/8" - 3/4" STONE ' IMPERVIOUS FILL „ ALTERNATIVE #1: FOR FENCE POSTS LOCATED LESS THAN 3 FEET FROM THE REAR OF THE WALL BLOCK 6 MIN. AROUND PIPE (MIRAFI 140N OR EQUAL) USE THE "SLEEVE-IT" FENCE POST INSTALLATION SYSTEM. LEVEUNG PAD, 3/4" CRUSHED STONE OR STRUCTURAL-GRADE SAND & GRAVEL, THIS PROCEDURE INVOLVES THE USE OF THE "SLEEVE-IT" POST RISER AND SUPPORT STRUTS AND IS " 24" MIN. WIDTH.THE REQUIRED BEARING CAPACITY OF THE SOIL „ 6 MIN. DEPTH. � INSTALLED WHEN THE WALL IS APPROX. 24 BELOW ITS FINISHED GRADE. BENEATH THE BLOCK AND GRID AREA SHALL BE GREATER THAN OR EQUAL TO THE EVEN COURSES ODD COURSES A. FOR GUARDRAILS/FENCES INSTALL WHERE GEOGRID IS LESS THAN 19 FROM VALUE SHOWN ON THE WALL FACE DRAWING. r ALTERNATIVE #2: TYPICAL SECTION-REINFORCED INSTALLED " THE SURFACE THE SOIL ABOVE THE GEOGRID IS TO BE EXCAVATED AND THE GEOGRID HAND--CUT, THE HOLE CUT IN I THE GRID I5 TO BE JUST LARGE ENOUGH FOR THE POST INSTALLATION. IF THE POST EXTENDS (TYPICAL DETAIL ONLY -- SEE WALL FACE DRAWINGS THROUGH FURTHER GRID LAYERS, IT MAY BE DRIVEN THROUGH ADDITIONAL LAYERS', `PROVIDED FOR GRID PLACEMENT ELEVATIONS AND LENGTHS) THE DRIVEN END IS TAPERED IN SOME FORM TO PROVIDE A POINT. SQUARE-EDGE ,POSTS SHALL NOT BE DRIVEN THROUGH GEOGRID LAYERS. DRIVING WOOD POSTS IN CLOSE`PROXIMITY MODULAR CONCRETE UNIT RETAINING WALL TO THE REAR OF THE WALL MAY PUSH THE WALL FACE OUTWARD DUE TO DISPLACED SOIL; SCALE: NONE B. FOR GUARDRAILS/FENCES INSTALLED WHERE GEOGRID IS MORE THAN 19" FROM THE SURFACE, ALTERNATE CORNER UNITS To STAGGER BOND-) THE POST MAY BE DRIVEN THROUGH THE,GRID L.AYER(S), PROVIDED THE DRIVEN END IS TAPERED IN SOME FORM TO PROVIDE A POINT. SQUARE-EDGE POSTS SHALL NOT BE DRIVEN THROUGH GEOGRID LAYERS. DRIVING WOOD POSTS IN CLOSE PROXIMITY TO THE REAR OF THE WALL MAY INSIDE 90* CORNER DETAIL PUSH THE WALL FACE OUTWARD DUE TO DISPLACED SOIL; (NOT TO SCALE) AUGERING OF POST HOLES IS ACCEPTABLE, PROVIDED GEOGRID LAYERS WITHIN 19"''OF THE SURFACE ARE HAND-CUT PRIOR TO AUGERING THE HOLE. IF THE POSTS ARE TO BE SLEEVED AND SET IN CONCRETE, ALL GRID LAYERS MUST BE HAND CUT, WITH THE CUT HOLES JUST LARGE ENOUGH TO PROVIDE ROOM FOR THE SLEEVE. USE .a OF A;HAND-OPERATED POST-HOLE SHOVEL TO CUT THROUGH GEOGRID IS ACCEPTABLE FOR GRID LAYERS DEEPER THAN 15" FROM THE SURFACE. THE PREFERED ALTERNATIVE IS TO MOVE THE POSTS/RAILS TO THE PREFERRED MINIMUM DISTANCE FROM THE BACK OF THE WALL TO A- GUARDRAIL POST I5 2 FEET, C A DISTANCE BEHIND THE WALL WHICH 1S BEYOND THE GEOGRID LENGTH UTILIZING"A 6-FOOT "POST DEPTH. IF THE GUARDRAIL MUST BE CLOSER THAN 2 FEET ;FROM THE DESIGN ASSUMPTIONS* BACK OF THE WALL, SIGNIFICANTLY DEEPER POST DEPTHS AND jOR ALTERNATIVE METHODS OF INSTALLATION FENCE POST IMPERVIOUS MATERIAL MAY BE REQUIRED.- ; ° OR HANDRAIL POST SOIL SOIL UNIT WEIGHT GENERAL REQUIREMENTS REINFORCED SELECT FILL 125 31 EVALUATION OF THE STRUCTURAL CAPABILITIES OF ANY GUARDRAIL OR FENCE SYSTEM INSTALLED z SIEVE SIZE % PASSING , � L' 717 � RETAINED EARTH 120 30 3" 100% AT THIS SITE WAS NOT PART OF THIS DESIGN: Z } ca FOUNDATION SOIL 120 30 4 80-100% w 16. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE"WALL AND AWAY FROM THE WALL DURING x o m ,z L 40 50-90% CONSTRUCTION. DO NOT CONSTRUCT SWALE BEHIND WALLS AS PART OF FINISHED' CONSTRUCTION. GRADE TO ALLOW WATER I_ a � �f C � MAX. GROUNDWATER EL. BELOW BASE OF WALL 100 40-80% TO FLOW OVER WALL FACE (OR TO A POINT MORE THAN 10 FEET BEYOND THE LONGEST GEOGRID LENGTH). i o _ Z V o ? SEISMIC ACCELERATION 0.13' _ 200 30-80% � g �+ W r a w (f UNLESS MODIFIED ON WALL FACE DRAWING 17. TURF, OR SOME ACCEPTABLE FORM OF SOIL EROSION PROTECTION, SHOULD BE ESTABLISHED AT THE J ¢ z ui _ _ `'�. 8" OF TOPSOIL IS AN ACCEPTABLE ALTERNATE I ( ca f-- �`C� TOP OF THE WALL (WHERE REQUIRED) BY THE LANDSCAPE CONTRACTOR AS SOON;AS THE WALL 5 �-- I FOR IMPERVIOUS FILL ALONG THE TOP OF THE IS COMPLETED. w or IF GROUNDWATER ELEVATION IS ABOVE THE BASE OF WALL o x Y THE WALL, THE DESIGN ENGINEER 'MUST BE CONTACTED. 18. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD BY THE OWNERS SITE REPRESENTATIVE. r" ` ADDITIONAL DRAINAGE MODIFICATIONS MAY BE REQUIRED. 19. RECOMMENDED COMPACTION EQUIPMENT WITHIN 15 FEET OF THE BACK OF THE WALL IS AS FOLLOWS: CONCRETE BASE 0 -- 4 FEET HAND TAMP OR VIBRATORY PLATE- COMPACTOR USE CONCRETE TUBE FORM 4 15 FEET NOTHING LARGER THAN TWO-DRUM, WALK-BEHIND VIBRATORY ROLLER (LARGER ROLLERS CAN BE USED STATICALLY, PROVIDED LIFT SIZE DOES NOT COMPROMISE MINIMUM FACTORS OF SAFETY REINFORCED BACKFILL ACHIEVEMENT OF NECESSARY COMPACTION RATES.) POST DETAIL 1 E REINFORCED WALL GENERAL REQUIREMENTS 20. WHERE CATCH BASINS ARE PLACED IN CLOSE PROXIMITY TO THE WALL, THE CONTRACTOR SHOULD _. CONSIDER THE USE OF ECCENTRIC CONES IN ORDER TO MINIMIZE THE POSSIBLE IMPACT OF THE STRUCTURE TYPICAL HANDRAIL, FENCE OR GUARDRAIL POST W OVERTURNING 2.5 SIEVE SIZE % PASSING (WHERE REQUIRED} SLIDING 1.5 3" 100% ON THE WALL AND THE GEOGRID LAYERS. GEOGRID PULLOUT 1.5 » 21. ANY PLANTINGS SET BEHIND THE WALLS SHALL BE PLACED WITHOUT CUTTING OF THE GEOGRID (NOT TO SCALE) BEARING CAPACITY 2.0 1 2 50-75% 4 40-75% REINFORCEMENT LAYERS. THIS CAN BE ACCOMPLISHED BY SETTING PLANTINGS `ABOVE THE INTERNAL COMPOUND STABILITY 1. 50 8-28% GEOGRID LAYERS OR BEYOND THE LIMITS OF THE GEOGRID LAYERS. NOTE: FORCING SQUARE-EDGED POSTS THROUGH GEOGRID #200 0-12% LAYERS MAY JEOPARDIZE THE INTEGRITY OF THE WALL SYSTEM. A GLOBAL STABILITY ANALYSIS WAS NOT PERFORMED 22. WHERE ANGLES IN THE RETAINING WALL ARE SHOWN, THE CONTRACTOR MAY CHOOSE SEE NOTE 15 THIS SHEET FOR POST INSTALLATION GUIDELINES. FOR THE WALL SHOWN ON THESE; PLANS. TO CONSTRUCT THE WALL .USING A CURVED FACE (AS DETAILED ON SHEET 1) AS NOTE: THE DESIGN ENGINEER MUST BE MARE OPPOSED TO THE SHARP ANGLE DEPICTED IN THE PLAN VIEW DRAWING."' ` CURVES IN AWARE WHENEVER THE PERCENT PASSING THE SEGMENTAL RETAINING WALLS REQUIRE LESS CUTTING OF BLOCK DURING CONSTRICTION. ` #200 SIEVE EXCEEDS 12%. GROUNDWATER USE OF CURVES IN PLACE OF SHARP ANGLES MUST BE APPROVED BY THE OWNER'S CONTROL METHODS MAY BE REQUIRED. SITE REPRESENTATIVE: 23. FOR PIPES WHICH OUTLET THROUGH `THE RETAINING WALL, THE SPACE NEEDED TO SQUARE-OFF THE PIPE TO THE WALL MAY BE FILLED WITH NON-SHRINK MORTAR, BLOCKS CUT TO SIZE OR OTHER APPROVED SEALANT METHOD TO PREVENT MIGRATION OF FINES THROUGH GAPS AROUND THE PIPE. A GRANITE OR CONCRETE LINTEL IS AN APPROVED METHOD OF SPANNING THE PIPE FOR SUPPORT OF THE WALL ABOVE. / I BREAK AWAY THE BLOCK EXTENSION 24. ANY UTILITY LINE HAVING A DIAMETER GREATER .THAN 4" AND PASSING UNDER A RETAINING WALL FOR .OUTSIDE CURVES { � MUST HAVE A MINIMUM CLEARANCE OF 24" BETWEEN THE WALL BASE COURSE AND THE CROWN OF THE UTILITY LINE. WHERE THIS MINIMUM CLEARANCE CANNOT BE ACHIEVED, A GRANITE OR CONCRETE HEADER SHALL BE INSTALLED OVER THE PIPE. THIS HEADER SHALL EXTEND AT LEAST 24" BEYOND BOTH SIDES OF THE PIPE, RUNNING ALONG THE WALL BASE, THE HEADER SHALL BE AT LEAST 12 DEEP a (TO MATCH THE WALL DEPTH) AND BE CENTERED BENEATH THE WALL BASE. THE HEADER SHALL BE AT LEAST 8" IN HEIGHT. 25. THE LOCATIONS, SIZES AND HEADWALL CONFIGURATIONS OF ANY PIPE/CULVERT SHOWN ON THESE DRAWINGS WERE TAKEN FROM INFORMATION SUPPLIED BY OTHERS. THE CONTRACTOR NOTE. THIS DRAWING WAS PREPARED FOR C/SE WITH THE &LAN BLOCK �18 CLASSIC" TM RETAINING WALL SYSTEM. SHALL REFER TO DRAWINGS PREPARED BY THE SITE DESIGN ENGINEER FOR SPECIFIC SIZE, LOCATION CURVE DETAIL. CLIENT: AND CONFIGURATION INFORMATION OF ALL SITE UTILITIES. STONEWOOD PRODUCTS tN of �s TYPICAL CURVES 544 ROUTE 130, MASHPEE, MASSACHUSETTS 02649S' sq� 26. THESE WALLS HAVE BEEN DESIGNED WITH CONSIDERATION OF SEISMIC LOADINGS. (NOT TO SCALE) yes PROJECT: PROPOSED RETAINING WALLABY-S N 27. IF THE REINFORCED BACKFILL CONTAINS A HIGH AMOUNT OF MEDIUM TO FINE SAND, A FILTER FABRIC (MIRAFI 140N) CIVIL MAY BE PLACED BETWEEN THE DRAINAGE STONE AND THE REINFORCED BACKFILL IF USED THE FABRIC SHALL BE 134 WYANNO AVENUE, OSTERVILLE, MASSACHUSETTS No. 45941 LAID AT THE BACK OF THE STONE WITHOUT INTERFERING WITH THE GEOGRID. THE INTENT IS TO MINIMIZE THE SHEET TIME: POTENTIAL FOR FINE SAND TO WORK ITS WAY THROUGH THE WALL FACE. COWEESET ENGINEERING GENERAL NOTES AND DETAILS 77 WALNUT STREET, WEST BRIDGEWATER MA - TEL: 508-�427--0065, FAX: 508-427-0068 DATE: PROJECT No,: SCALE: DECEMBER 3, 2012 12--159 AS SHOWN SHEET 1 OF 2 -10` 0' 10, 20` 40' SCALE 1" 10' DESIGN ASSUMPTIONS — MAX. SLOPE ABOVE WALL LEVEL, SLOPE BELOW WALL = LEVEL, LIVE LOAD = 100 psf, NO DEAD LOAD, REQUIRED BEARING CAPACITY = 800 psf. MINIMUM GEOGRIO CUT LENGTH (fYP) 4.5' GRID , i I 110 110 STA. 0*20 STA. 1*20 � TOP RE7/.= 97.0 TOP EZEV.= 970 I 845E ELEV= 91.3 BASE ELEY.= 91.3 SYNTEEN SF,35 GEOGRID (fW) CAP UNIT (TYP) 100 100 { STA. 0*00 95.3 TOP ELEY.= 94.3 9.T IT 84SEELEV= 91.3 - --- ------ - - -- ._.- _ - - - _ - - - - - - - - - _ - --- - 90 _ 90 PROPOSED GRADE _p - o y = ATBAS£ OFWALL -4Z- . Z BASE COURSE, ALLAN BLOCK `i Q W "CLASSIC" RETAINING WALL UNITS y y q 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 STATIONING SHOWN ALONG FACE OF PROPOSED RETAINING WALL WALL FACE DRAWING SCALE: 1" = 10' ELEVATIONS SHOWN ARE BASED ON A RELATIVE DATUM WHERE THE FINSIHED GRADE IN FRONT OF THE WALL = 92.0 FINISHED EDGE OF GRID ROLL (TYP) FACE OF PROPOSED RETAINING WALL .:•.. :. T.: .. OF G��O NOTES: 1. PLACE GRID ROLL ON WALL, ROLL ::: ,-: r :a:•' ';.�: '• �G��,� OUT PERPENDICULAR TO WALL, CUT •`': �:` :' :' O�� `�0 TO LENGTH. PULL TIGHT PRIOR TO .":r :'. •,.« r 'y'::'. PLACING BACKFILL ON GRID. •� .`"`" ';'`' �4 :'•: 2. GEOGRID LENGTHS AND PLACEMENT ' ELEVATIONS TO BE AS SHOWN ON r w y•"'„o ''* TENNIS COURT THE WALL FACE DRAWING. �,. ... '.. .4;•`,:: 3. DO NOT UNROLL GEOGRID PARALLEL TO THE WALL FACE. 4. GEOGRID SHALL PROVIDE 100% COVERAGE. 5. WHERE GEOGRID LAYERS OVERLAP, PLACE 2-3" OF REINFORCED BACKFILL MATERIAL BETWEEN LAYERS TO PREVENT GRID ON GRID CONTACT. GEOSYNIHETIC INSTALLATION ,DETAIL 6. ANY SUBSTITUTION FOR THE GEOGRID FOR USE WITH UNIDIRECTIONAL GRIDS SHOWN ON THESE PLANS MUST BE NOT TO SCALE APPROVED IN WRITING BY THE WALL DESIGN ENGINEER. 7. FOR HOLLOW BLOCKS - FILL UNITS WITH 3/4" STONE PRIOR TO PLACING STA 0f00 GEOGRID. INSTALL NEXT COURSE OF BLOCK BEGIN WALL AND FILL WITH 3/4" STONE. THEN PULL GEOGRID TIGHT AS IN STEP 1. LEGEND.• WALL ORIENTAiION . PLAN , (NOT TO SCALE)" 289,7 GEOGRIO LAYER WITH ELEVATION (SYNTEEN SF35) SEE CONSTRUCTION DRAWINGS BY OTHERS i i NOTES.• 1. THIS SKEET /S PART OF A SET PREPARED SPECIFICALLY FOR THE WALL(S) AT THIS SITE. ALL OF THE DRAWINGS IN THE SET SHALL BE USED WHEN INSTALLING THE WALL(S) CONTACT THE DESIGN ENGINEER PRIOR TO INSTALLING /F ANY SHEETS ARE MISSING. 2. THE WALLS) SHOWN IN THIS SET ARE BASED ON A LAYOUT SKETCH AND SITE INFORMATION PROVIDED BY OTHERS. NOTE• THIS DRAWING WAS PREPARED FOR USE WITH THE ALLAN BLOCK �18 CLASSIC" (TM) RETAINING WALL SYSTEM. 3. REFER TO NOTES AND DETAILS ON ALL SHEETS OF THIS S CLIENT:ET STQNEWQQD PRODUCT'S ��,, of m4 4. IF CONDITIONS ON SITE ARE DIFFERENT THAN THOSE /N THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR 544 ROUTE 130, MASHPEE, MASSACHUSETTS, 02649 ` SHALL CONTACT THE DESIGN ENGINEER PRIOR TO PROCEEDING' W1TH CONSTRUCTION OF THE WALL(S). PROJECT: ARTHUR S. '" ,5. THE CONTRACTOR SHALL NOTIFY DIG--SAFE AT 1-800-344-7833 PRIOR TO THE START OF EXCAVATION FOR PROPOSED RETAINING WALL cCIVI RlL y THE WALL BASE OR REINFORCED SOIL AREA. 134 WYANNO AVENUE, OSTERVILLE, MASSACHUSETTS No. 45941 SHEET TITLE: 6. THE CONTRACTOR /S RESPONSIBLE FOR PERFORMING AND MAINTAINING ALL EXCAVATIONS IN A SAFE CONDITION /N WALL FACE DRAWING, ORIENTATION PLAN, NOTES AND DETAILS ACCORDANCE WITH ALL APPLICABLE REGULATIONS. CO WE E S E T ENGINEERING 7. THE DESIGN ASSUMES A LEVEL AREA ABOVE THE WALL WITH A LAWN OR PATIO AREA WITH NO PARKING, 8THE CONTRACTOR /S RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY TO PERFORM THE WORK. 77 WALNUT STREET, WEST BRIDGEWATER MA -- TEL 508-427-0065, - FAX: 508-427-0068 DATE: PROJECT No.: SCALE: ,�-�- DECEMBER 3, 2012 12-159 AS SHOWN SHEET 2 OF 2 N - J ° INSTALL RISERS COVERS TO PIPES TO BE LAID LEVEL FOR J 2" LAYER OF DOUBLE WASHED PEA5TONE w WITHIN G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOX N Q (5EE PLAN VIEW FOR LOCATIONS) OVER 3/4" - 1 %2" DOUBLE WASHED 5TONE w y a , WATER TEST D-BOX FOR �oCUs : ' LEVELNESS * FLOW INSPECTION PORT - EQUALIZATION ` - � Q (SEE PLAN FOR LOCATIONS) 0 I m o EL. 39.0 - - - - EL. 38.0 - - - - - EL. 32.8 Ile, z - - - - - - - - - - -EL. 3I_O - g T.O.F. @ f, 4', scH 28 / 1 « il= w 4 SCH 40 PVC 4" scH TOP @ EL. 29.7 EL. 40.0 4o Pvc 40 PVC r .. :. 30 Ln Q I °" 14" (G) 500 GAL. PRECAST DKYWELLS 3G.00 35.0029.83 BOTTOM @ EL. 27.00 INSTALL GAS BAFFLE 3 0.00 IN OUTLET TEE 34.75 29.00 REMOVE ANY IMPERVIOUS MATERIAL ENCOUNTERED FORA 5RA DIUS ARO UND THE SAS REPLAC E WITH CLEAN MEDIUM SAND. INSTALL TANK D-BOX rJ' LOGS ON G" LAYER OF CRUSHED DEEP OBSERVATION HOLEEX15TING G, STONE f _ 1500 GALLON PRECA.�T DB-9 32 DATE: 02-24-201 2 P- 13553 i /^♦ TEST BY: D. MEYER,R5 * C5E SEPTIC TANK (2) INLETS BOTTOM TH @ EL. 22.0 WITNESS: D. DE5MARA15, HEALTH AGENT (ACTUAL CAPACITY = 1 54G GAL.) % PERC RATE: < 2 MIN. / INCH 34 / / ,> ' DEEP OBSERVATION HOLE # I EL. 39.7 F DEPTH DE51GN DATA 501L 501L 501L COLOR SOIL OTHER FROM HORIZON TEXTURE (MUN5ELL) MOTTLING ` �° ��oo /� ,oho oa�,l� ` 5URFACE A LOAMY SAND I OYR3/2 DAILY FLOW: (7) BEDROOM5 x I 10 GPD = 770 GPD � • / \o �1 O" - I O" PERC (5G" - 72) la ).0 38° B LOAMY SAND I OYRG/8 24 GAL. IN 5 MN. SEPTIC TANK: 770 GPD x 200% = 1 540 GPD ♦♦ eP��, 'Ti#5 ._. C MEDIUM SAND 2.5YG/4 U5E: EXISTING 1 500 GAL. PRECA5T SEPTIC TANK 3}tyf� - 132" ♦ (TANK BY 5HOREY MANUFAC. -�- ACTUAL CAPACITY 1 54G GALLONS) 28 DEEP OBSERVATION HOLE #2 EL. 39.7 DISTRIBUTION BOX: DB-9 (w/2 INLETS) #6 • ♦,,� 501L ABSORPTION 5Y5TEM: DEPTH 501L 501L 501L COL SOIL OR OTHER USE: (G) 500 GALLON PRECAST DRYWELLS FROM HORIZON TEXTURE (MUN5ELL) MOTTLING 5URFACE LINED w/4' OF DOUBLE WASHED STONE ff if - I ..,. oil - 10 A LOAMY SAND I OYR3/2 CAPACITY: B LOAMY SAND I OYRG/8 Tr;#3 _ 8 SIDEWALL AREA: 144 x 2' x 0.74 = 2 13. I .GPD 1 38" - 132" C MEDIUM SAND 2.5YG/4 BOTTOM AREA: 59' x 13' x 0.74 = 5G7.G GPD I 30 TOTAL: 750.7 GPD 3G /�♦ DEEP OB5ERVAi`ION HOLE #3 EL. 39.7 ____ _ _.�� ,.. .._._ .._.. O / ♦ PROPOSE 1 500 GAL ----- iNsra _ DEPTH ` oo u / c�eANour '°PRECAST OPTIC TANK _SOIL 501L 501L COLOR 501L OTHER To GRADE // % INVERT IN IR EL 34.00 FROM HORIZON TEXTURE (MUN5ELL) MOTTLING r/ �O �/ INVERT OU @ EL. 33.75 I 5URFACE` / pQ0 oil - 1 Off q LOAMY SAND I OYR3/2 _ Q PERC (55" - G9") 1 O" - 39" B LOAMY SAND I OYRG/8 24 GAL. IN 6 MIN. M 5AND 2.5YG/4 I 3£�" - 145" C MEDIUM EX15TING DWELLING i 70 F. p,,4 AIN -- _. . n -- _ .� ;W - , �; 32 T.O.F. @ EL. 40.0 // P�, O� �",� 34 `JF l Oiv HOLE #4 EL. 39.7 DEP`I.N t ` 501L 501L 501L COLOR 501L OTHER . 38 ` VOL MOUSE .50 IPR01�� MOTTLING 38.0 ART @ EL. 34.50 HORIZON TEXTURE (MUN5ELL) ` IN 5URFACE `�` • / Cn�'�� Oil - 1011 A LOAMY SAND I OYR3/2 10" - 39" B LOAMY SAND 10YRG/8 EXIST. 5EPTIC K Lim C MEDIUM SAND 2.5YG/4 PROP05ED ` 2': � TANK -- TO BE ADDITION REMOVED pQD INSTALL CLEANOUT �p ' ♦ \/ / ♦ ' IN GARAGE SLAB-. oo / ♦ Q / INVERT @ EL. 39.00 / ♦ 1 I � I `I / 3�6 r , OBSERVATION HOLE LOGS -- - - // -DEEPS 2�� ♦ v DATE: 05-24-201 2 P- 13G56 3e.8 /+2 SE < TEST BY: 5. RU M BA,RL5 * C �O ♦ / 39.2 WITNE55: D. DE5MARAI5, HEALTH AGENT I GENERAL NOTES Q O PERC RATE: < 2 MIN. / INCH Q�-0 Q`E��O lr� ` ♦♦ � 39. 1-� �3. �`� ��, ♦ ♦�/ DANCE WITH � � � ♦ ` , I . 3E0 CMR SYSTEM O B� INSTALLED IN ACCORDANCE y DEEP OBSERVATION HOLE #5 EL. 33.0 ♦ / 2. THIS SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A ♦39.4 DEPTH SOIL SOIL SOIL COLOR 501E OTHER - PROPOSES GARBAGE DISPOSAL. FROM MOTTLING TBM = EL. 40.4 �,. �� 39.5 %% ♦♦ ,.�� ADDITION ` 3. TH15 PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. SURFACE HORIZON TEXTURE (MUN5ELL) TOP OF CONCRETE ,-' '' + �. � j ,+ ff A SANDY LOAM PERC (3G" - 54") UND , , + �� 39.`v{- ,;s 38 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN 0. 8„ PROPOSED ENGINEER FOR ANY REQUIRED INSPECTIONS. 3 Off B LOAMY SAND I OYRG/8 24 GAL. IN 5 MIN. BO 39. I 39.G ii ,,/ PORCH 5. CONTRACTOR TO BE RESPON 30" - 132'f C MEDIUM SAND 2.5YG/4 __ _ S BLE FOR THE LOCATION OF ANY 'y UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION I1: DEEP 085EIZVPTION HOLE #G ; EL. 34.0 �. �. 3�9.T#r +39.7 OR CONSTRUCTION. �� �� �, 40.4 �,. , �/ 39. DEr'TH 50IL 501L 501L COLOR 501E FROM MOTTLING OTHER � �,.' ��,� 39.6 �m#s ' �t " 4/ HORIZON TEXTURE (MUN5ELL) I 5URfACE 39.5,�'�, A SANDY LOAM �, - Th#2 �/ if B LOAMY SAN D B 30 40.0 "- 30" - 132" C MEDIUM SAND 2.5YG/4 +39.5 39.7; +39.7 r. ; SITE SEWAGE PLAN TI1#4 i , DEEP OBSERVATION HOLE #7 EL. 34.0 Il/ ,•/ / FOR :. 39.9 DEPTH i 501L 501L 501L COLOR 501L OTHER +39.4 134 WIANNO AVE. , OSTERVILLE, MPS FROM HORIZON TEXTURE (MUN5ELL) MOTTLING 5URFACE / PREPARED FOR Ol - 8" q SANDY LOAM PERC (3G - 54 ) O p p♦/' ♦/ p 8" 30" B LOAMY SAND I OYRG/8 24 GAL. IN G MIN. HARRY TA I LO f\10 OF , 2.5YG 4 39.8 Ic�� Ssgo SCALE:` DRAWN BY: 30 - 132" C MEDIUM SAND / DATE: , !, � ��m 1 " = 20' 02-24-20 12 TMW 41 j�, C + R �, JOB NUMBER: REV1510N: =;DEEP OBSERVATION HOLE #8 EL. 34.0 J. srIEET NUMBER: 39.7 - i F - a. 1940 I I -044 10-29-201 2 5P-3 DEPTH FROM 501E 501E 501E COLOR TILING , Mo OTHER / ' ., �S��sTER� WELLER * ASSOCIATES 5URFACE HORIZON TEXTURE (MUN5ELL) V ' qNI TARN /� G 211 v I G45 FALMOUTH RD., SUITE 4C - P.O. BOX 417 CENTERVILLE, MA 02G32 0" _ 8ff A SANDY LOAM 2 WINDY WAY, #232 NANTUCKET, MA 02554 8" - 30" B LOAMY SAND I OYRG/8 TELEPHONE * FAX: (508) 775 0735 30" 132" C MEDIUM SAND 2.5YG/4 @ EMAIL: triswei er comcast.net NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE _ "- -- N INSTALL RISERS COVERS TO PIPES TO BE LAID LEVEL FOR o' "f 2" LAYER OF DOUBLE WASHED PEASTONE u W WITHIN G" OF FINISH GRADE 2' OUT, OF DISTRIBUTION BOX N Q OVER 3/4" - I %2" DOUBLE WASHED STONE w (SEE PLAN VIEW FOR LOCATIONS) WATER TEST D-BOX FOR FOCUS 7 LEVELNESS * FLOW INSPECTION PORT Ln - kf. EQUALIZATION (SEE PLAN FOR LOCATION.) 0 :E.. 1.,. z o EL. 39.0 - - _ - - EL. 38.0 - - _ `EL. 32.8 EL: 3I .O y cn - - - --- - - - - -- - - - - _ _ _ / T.O.F. @ „ EL. 40.0 4° 5CH 4O PVC 4o PVC TGGP @ EL. 29.7 �3 �_3G.00 4" SCH 40 PVC rx.,t•,�. 0 141, (G) 500 GAL. PRECAST DRYWELLS 35.00 " i INSTALL GAS BAFFLE 30.00 29.83 BOTTOM EL. 27:00 IN OUTLET TEE 34.75 29.00 - - --' REMOVE ANY IMPERVIOUS MATERIAL ENCOUNTERED FOR A 5' RADIUS AROUND THE SAS REPLACE WITH CLEAN MEDIUM SAND. ' INSTALL TANK +� D-BOX 5� DEEP OB5ERVATION r1 OLE LOGS ON G" LAYER OF CRUSHED DATE: 02-24-201 2 P- 1 3553 500 GALLON PRECAST STONE DB-9 32 TE5T BY: D. MEYER,R5 � C5E SEPTIC TANK (2) INLETS ,!^♦ BOTTOM TH @ EL. 22.0 WITNESS: D. DESMARAIS, HEALTH AGENT PERC RATE: < 2 MIN. / INCH DEEP OBSERVATION HOLE #I EL, 39.7 34 ♦� ! // !! DEPTH SOIL SOIL 501L COLOR 501E D E51 G N DATA FROM HORIZON TEXTURE O�Iitf� SURFACE (MUNSELL) MOTTLING Oil 1011 A LOAMY SAND i 0YR3/2 PERC (5G 72") DAILY FLOW: (5) BEDROOMS x I 10 GPD = 550 GPD �, � / /"'o "6\0� 1 0" -.38" B LOAMY SAND I OYR6/8 24 GAL. IN 5 MIN. SEPTIC TANK: 550 GPD x 200% = 1100 GF'D ♦ :.1QP���;/.Th® USE: 1 500 GAL. PRECAST SEPTIC TANK 38" - 1 32" C MEDIUM SAND.. . 2.5YG/4 - ♦ ti '�! DISTRIBUTION BOX: DB-9 (w/2 INLETS) �` ,,� ♦ ! 28 DEEP OBSERVATION HOLE #2 EL. 39.7 501L ABSORPTION SYSTEM: ' DEPTH USE: (G) 500 GALLON PRECAST DRYWELLS 501 L SOIL 501L COLOR 501E `--- - % SURFACE HORIZON TEXTURE OTi-ItR LINED w/4' OF DOUBLE WASHED STONE (MUNSELL) MOTTLING CAPACITY: Oil _ 10„ A LOAMY SAND I oYR3/2 SIDEWALL AREA: 144 x 2' x 0.74 = 2 13. 1 GPD TH� 1 0 - 38 B - LOAMY SAND I OYRG/8 38" - 132" C MEDIUM SAND 2:5Y6/4 BOTTOM AREA: 59' x 13' x 0.74 = 567.6 GPD 1 30 TOTAL: 780.7 GPD c ~ ,•,o� - ^ I 3 6 DEEP OBSERVATION HOLE #3 EL. 39.7 ` moo /! ♦ POP05ED 1500 GAL. DEPTH SOIL 501L 501L COLOR SOIL ♦� PRECAST SEPTIC TANK FROM HORIZON TEXTURE OTHER SURFACE (MUNSELL) MOTTLING /` !! INVEP,T IN @ EL. 34.00 !/ �Q ! INVEP,T OUT @ EL. 33.75 „ - I A LOAMY SAND I OYR3/2 O O """"", ---• QO _ PERC (55 69 ) ! : O�' 1011 G 8 +q J Y Q LOAMY. AND........._. .. 24 GAL. IN 6 MIN.: ;5Y 4 ! 38 145" C MEDIUM SAND 2 6/ / . ; • - ! EXISTING DWELLING p rO REMAIN ♦ ✓ Uj 32 ,i O � O � F _ HOLE #4 EL: 39.Z .DEEP OBSERVATION _ - . INSTALL CLEANOU7 DEPTH � ,2,, � ' 501L . SOIL, SOIL COLOR 501E / IN POOL•HOUS-r SLAB-- FROM OTHER 38 36.0 HORIZON TEXTURE (MUNSELL) MOTTLING SURFACE ` �\p NVERT @ EL. 3 I 4.50 0" - 10" A LOAMY SAND I OYR3/2 �s. ,.•-' 0" - 39" B , LOAMY SAND I OYRG/8 � • • •'".�' s, 35" 145" C MEDIUM 5AND 2.5YG/4 '+� EXIST. SEPTIC PROPOSED „` �`�;�� /� TANK�- TO BE ADDITION P,r_MOVED INSTALL CLEANOUT IN GARAGE 5LAB C�, INVERT @ EL. 39:00 ? DEEP OBSERVATION r10LE LOGS ,'� r � DATE: 05-24-201 2 P- 13G56 38.8 '9.2 J TEST BY: 5. RU M BA,RL5 * C5E WITNESS: D. DE5MARAI5, HEALTH AGENT � ♦` - 39.2 C RATE: < 2 MIN INCH 0e � ♦♦ } '0 GENERAL NOTES PER / �` 3 SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE WITH DEEP OBSERVATION HOLE #5 EL. 33.0 `�, ♦� % 3 10 CMR 1 5.00: TITLE V 2. TH15 SEPTIC 5Y5TEM IS NOT DESIGNED FOR THE U5E OF A DEPTH SOIL 501L 50.IL COLOR SOIL OTHER .� � ♦♦39:4 !� GARBAGE DISPOSAL. FROM HORIZON TEXTURE (MUNSELL) MOTTLING TBM = EL. 40.4 �.---------.,,,,, ��� : 39.5 ��� ♦ � � PROPOSED ` � , SURFACE , , .,,-M + % ♦/.' ! ADDITION 3. THIS PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION. A SANDY LOAM TOP OF CONCRETE - .-., 0 - 8 PERC (36" _ 54„) � �.' � 39:4/� � � �• 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DE51GN B LOAMY SAND I OYR6/8 BOUND 8 30 24 GAL. IN 5 MIN. 39. i +39.6 �` + �`s,, PROPOSES 38 ENGINEER FOR ANY REQUIRED INSPECTIONS. 30" - 1 32' C MEDIUM SAND 2.5YG/4 + �. � ti` PORCH 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY 39,5 Y UTILITY ABOVE O � ,.� R UNDERGROUND,. PRIOR TO ANY EXCAVATION ,. . .39.7 . 39.7 OR CONSTRUCTION. DEEP OBSERVATION HOLE #6 EL: 34.0 , , ,� OTH #I �` DEPTH ',r ;,, �� 39.7r 501E SOIL- 501L COLOR SOIL OTHER .' 39:6 \G / FROM HORIZON TEXTURE MUNSELL MOTTLING SURFACE 39.8 !: ��/ r 011 - 811 A SANDY LOAM + Th #2 8" - 30" B LOAMY SAND I OYRG/8` 40.0 " g / 30" - 1 32" C MEDIUM SAND 2.5YG/4 ' +39:5 39.7 , r +39.7 r i�c ry TI1 #4 r , S ITE SEWAGE PLAN: EL � , DEEP OBSERVATION HOLE #7 DEPTH / 39.9 FOR FROM SOIL SOIL SOIL COLOR SOIL OTHER .Q + / " HORIZON TEXTURE (MUN5ELL) MOTTLING 39.4 / �,% �•` 134 WIANNO AVE. , OSTERVILLE, MA SURFACE �� PREPARED FOR O„ _ 8'1 -A SANDY LOAM PERC (3G� - 54°) � ! '� 8" - 30" B LOAMY .SAND L OYR6/8 24 GAL, IN G MIN." �./ 30" - 1 32 C MEDIUM SAND 2.5YG/4 MARRY TA 1 LO R 39.8j,' i' SCALE: DATE: DRAWN BY: , a , �_--- 1 ,' = 20` 02-24-20 1 2 TMW DEEP OBSERVATION HOLE#8 EL. 34.0 . FS�, Jay.�." �q OF S JOB NUMBER: KEV1510N: SHEET NUMBER: ' 1 1 - o c 044 • 39.7 : 06-01 -20 12 SP- DEPTH VEN W. D E /'`_' OIL 501L - - SOIL S . SOIL � - �_ 1 Ol I ER FROM a -UMIBA � MOTTLING G pp 5U RFACE HORIZON TEXTURE (M,UNSELL) M , '"- No. W�LLEI\ A550CI'ATF5 • MEYER N ' .'' 114D Ol' - 8" A SANDY.LOAM ` r t S p O I G45 FALMOUTH KD., SUITE 4C -�- P.O. BOX 4 1 7 CENTERVILLE,'MA 02G: :�� `' '' �GISTE•�� 8 30u B LOAMY SAND, I OYRG/8 39.8 S 2 WINDY WAY, #232 NANTUCKET, MA 02554 30" '- 1 32" C '; MEDIUM SAND:- ,. 2.5YG/4 gNITAR�P J TELEPHONE * FAX: (508) 775-0735 l ,. " EMAIL: trisweller@comcast.net Ti= En .NOTE:--NO'GR CAI 1 N f)1A/ATF12_FNIrOi_I KI_ - ? REGISTERED LAND SURVEYORS * ENVIROMENTAL CONSULTAN N o� INSTALL RISERS COVERS TO PIPES TO BE LAID LEVEL FOR _,. . 2 LAYER OF DOUBLE WASHED PEA5TONE NLu WITHIN G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOX OVER 3/4" - I %2" DOUt3LE WASHED STONE \ Q (SEE PLAN VIEW FOR LOCATIONS) ALL AROUND WATER TEST D-BOX FOR ,?; d ry � _ LEVELNESS � FLOW Q EQUALIZATION 0 r 0 � EL. 39.C) EL. 39.7 p z o - -- - - - - - - - - - - - - EL. 39.4 s J T.O.F. @ - - - - - - 4" SCH 40 PVC 4== SCH TOP E n EL. 40.0 4o Pvc @ L. 3 G.4 cD 4 SCH 40 PVC 30 < IO 14" (4) ,500 GALLON PRECA5T DRYWELL5 �-37-30 37.05 .90 IN5TALL GAS BAFFLE 3G.07 35 BOTTOM @ EL. 33.7 N OUTLET TEE 3 G.80 35-70-/ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::::::::::: DB-5 INSTALL TANK D-BOX 7.0' ON G" LAYER OF CRUSHED ` 1 500 GALLON PRECAST STONE - 32 SEPTIC TANK BOTTOM TH @ EL. 2G.7 34 DE51GN DATA DAILY FLOW: (5) BEDROOMS x I 10 GPD = 550 GPD SEPTIC TANK: 550 GPD x 200% I 100 GPD _. USE: 1500 GAL. PRECAST SEPTIC TANK ` DISTRIBUTION BOX: D5-5 SOIL ABSORPTION SYSTEM: USE: (4) 500 GAL. PRECAST DRYWELL5 LINED W/4' OF DOUBLE WASHED STONE CAPACITY: 51 DEWALL AREA: 110 x 2 x 0.74 = I G 2.8 GPD ` ` I ♦ ` BOTTOM AREA: 13 x 42 x 0.74 = 404.0 GPD I TOTAL CAPACITY: 56G.8 GPD ` ` 3O 3G EXISTING LEACH PIT I io TO BE PUMPED DRY , I 4- REMOVED, ALONG 1 WITH ANY CONTAMINATED SOIL ' PORTION OF EXISTING k DWELLING TO BE DEMOLISHED , 32 14 38 / 35.0� DEEF OB5ERVATION HOLE LOGS EXISTING DWELLING \ .,TO `REMAIN DATE: 02-24-201 2 P- 1 3553 `.' T.O.F.<@ EL. 40.0 TEST BY: D. MEYER,R5 * C5E PROPOSED ADDITION WITNESS: D. DE5MARA15, HEALTH AGENT �� ♦♦ \�i PERC RATE: < 2 MIN. / INCH Q EXIST. SEPTIC /�♦ / 1 �o 1> TANK - TO BE /� ♦♦ / / REMOVED / ♦� DEEP OBSERVATION HOLE # I EL. 39.7 / l x / \ / 3G DEPTH INSTALL CLEANOUT / SOIL SOIL SOIL COLOR SOIL ,, ♦ /' g� FROM HORIZON TEXTURE OTHER IN GARAGE SLAB SURFACE (MUNSELL) MOTTLING / . \ / �2 / �� R 2 38.8 / � �g oil - 1011 A LOAMY SAND I OY 3/ PERC (5G" - 72") 1 0" - 38" B LOAMY SAND I OYRG/8 24 GAL. IN 5 MIN. +39.2 / 38" - 13211 C MEDIUM SAND 2.5YG/4 QO �< ♦ �� /' GENERAL NOTES 39. 1+ / �� ♦ ♦ 1 , SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH •� ♦ 3 10 CMR 1 5.00: TITLE V L 9 ♦♦ 2. THIS SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A DEEP OBSERVATION HOLE #2 E 39.7 . 39.4 �� ♦ PROPOSED ` GARBAGE DISPOSAL. DEPTH SOIL SOIL SOIL COLOR SOIL TBM EL. 40.4 - - �� 39.5 �� ♦♦ ADDITION 3. THI5 PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. G FROM HORIZON TEXTURE (MUNSELL) MOTTLING OTHER TOP OF CONCRETE - •- ` '- '�� � 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN 5URFACE BOUND '- ` 39.4/' ,� + ; + ,s PROPOSED 38 ENGINEER FOR ANY REQUIRED INSPECTIONS. p" - 1 p° A LOAMY SAND I OYR3/2 39. 1+ 39.6 /' �`�, __ PORCH 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY 1 p�� _ 3�== B .LOAMY SAND I OYR6/8 ' -==- ,; . , 38" - 1 ,5211 C MEDIUM SAND 2.5YG/4 .039.5 ' UTILITY, ABOVE OR UNDERGROUND,`PRIOR TO ANY EXCAVATION - - --- '39.7 OR CONSTRUCTION. • - 1 -- .00 TH#I 40.4 " 39.71 - 39.6//' • ♦ OTH#3 ``i F�, / pJ,�N OF A4gSs9cy 39.8 -- -' , / ♦ ��% ; D RREN �N m DEEP OBSERVATION HOLE #3 EL. 39.7 - -' 41 H# / • ♦ i ; C M 0 DEPTHle > FROM SOIL SOIL SOIL COLOR SOIL OTHER 40.0 - -+39.5 /' • /'' /' /, 39.7 4/ � o. 1140Q SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING �- �,�' , T�4 /, +39 7 ;�" ,-I� ��pST�R� 51TF -�-- 5EWAGE PLAN 0" - 1011 A LOAMY SAND I OYR3/2 1 p , , ;� ��+�rrAR\PN �� 'l B LOAMY SAND I OYRG/8 PERC (55" G9") �, ♦♦ �� / ,.�� FOR j I O 39 24 GAL. IN G MIN. 39.9 i / - 38" - 1 45" C MEDIUM SAND 2.5YG/4 -9 + X♦ ,' % ;' 134 WIANNO AVE. , 05TERVI LLE, MA 3 9.4 ♦ / / � PREPARED FOR HARRY TAYLO R 39.8 SCALE: DATE: DRAWN BY: DEEP OBSERVATION HOLE #4 EL. 39.7 +;;' -ST ENW. yam; 1 " 20' 02-24-20 1 2 TMW DEPTH /' �� o No�3IBA JOB NUMBER: REVISION: SHEET NUMBER: SOIL SOIL SOIL COLOR SOIL FROM HORIZON TEXTURE OTHER - (MUNSELL) MOTTLING 39.7 �� I I -044 5P-3 ,�R SURFACE 0 - I A LOAMY SAND I OYR3/2 el 'suRv�+� �7 WE LLE R *- A55 0 C I ATE5 0 0 1 O - 39 B LOAMY SAND I OYRG/8 1 G45 FALMOUTH RD., SUITE 4C -�- P.O. BOX 4 17 CENTERVILLE, MA 02G32 ,_ 1= C MEDIUM SAND 2.5YG/4 2 '21 -lZ 38 145 39.8 2 WINDY WAY, #232 NANTUCKET, MA 02554 TELEPHONE * FAX: (508) 775-0735 EMAIL: tri5weller@comca5t.net FN-0UNTERED IN ANY.OBSERVATION HOLE - REGI5TERED LAND 5URVEYOR5 * ENVIROMENTAL_CON5ULTANT5 ' - -- -- _ __