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0235 WIANNO AVENUE
��S � �G�.v� na � -� , ` . r^ .-. .�"�� J� a —���� `� G ll_. 1 � o �3 S Cc�ia n rs o �i v e 11 ST- s17 !2 Foundation Certification in Osterville , MA. Prepared For: Bilodeau Builders Assessor's Map: 140 Lot: 138 Baxter Nye Engineering & Surveying Community Panel Number 250001 0016 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plan Reference: perimeter compiled from record plans and field survey 78 North Street, 3rd Floor Deed Book 26061 Page 323 Hyannis, MA 02601Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Franick Realty Trust Job Number. 2011-073 Scale: 1 " = 20' Date 05-04-2012 �M \ as 1� N N N N IRON PIPES FND41, o m )(HELD z z g°g- ems• � O y9� fro .c. O �O c O- j 09< 09F r ' lk1 i 4, !41 6p 42.01 . CB DH FND ro %P (HELD) • 1 i 0. cd s �' • r O t'O O O ti ?O. ON it Y1 • O- ;F O h W ^ 4'1.3' Z PQ MAP 140 PARCEL 138 a 18.270 S.F. 0.41 ACRES N O N N O \ • '° _ d 104.60' 130.00, 3 S 8552360 E 234.60' ��. CDa CB DH FND '� r;a co (HELD) FD WOODLAND AVENUE w N H W W 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATIONS SHOWN HEREON a ARE IN COMPLIANCE WITH ,THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK of REQUIREMENTS, ARE LOCATED IN RELATION TO THE MONUMENTS SHOWN AND ARE NOT LOCATED w WITHIN A SPECIAL FLOOD HAZARD AREA. G� TY LINES. . 28874 THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPER .1 N I - REGISTERED PROFESSIONA LAND SU VEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE N O N O J-ct 0 d L C6-- I-A 0 '-r BU n BARNSTABLE, * Issue Date: 01 S Permit MASS. 039• Applicant: SHIE ,DS, rFrD�A Permit Number: B 20130109 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/14/13 Location 235 WIANNO CIRCLE Zoning District RC - Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 140102 Permit Fee$ 153.00 Contractor SHIELDS,SCOTT Village OSTERVILLE App Fee$ 50.00 License Num 65898 Est Construction Cost$ 30,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REMODEL KITCHEN,ENLARGE OPENING FROM KITCHEN INTO DI 14INfts CARD MUST BE KEPT POSTED UNTIL FINAL ROOM(10'FT)INSULATE BOARD&PLASTER EXISTING GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SULLIVAN,DONALD M &M&WM BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL r Address: 235 WIANNO CIR INSPECTION HAS BEEN E. OSTERVILLE, MA 02655 Application Entered by: PR Building Permit Issued By: CL-4 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION 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.WRUNG&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). 7 � ® HI 1 THAT IS VISIBLE FROM THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Glgmorcc. k-30ik-13 12 2 2 i i 13 1 Heating Inspection Approvals Engineering Dept } i Fire Dept 2 Board of Health I Town of Barnstable Building Department - 200 Main Street ASTABLE. f Hyannis, MA 02601 9 MASS 163�. . (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201201144 CO Number: 20130045 Parcel ID: 140138 CO Issue Date: 05/10/13 Location: 235 WIANNO AVENUE Zoning Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: BILODEAU BUILDERS, INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE Building ,(HE Tp� 201201144 - Permit BASTABLE, Issue Date: 04/03/12 RN 9 MASS. �ArFO 3 at Applicant: BILODEAU,PETER Permit Number: B 20120730 Proposed Use:� SINGLE FAMILY HOME Expiration Date: 10/01/12 Location 235 WIANNO CIRCLE ) A UEZoning District RC Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parc 1 140102 /4�0 •- I3 Permit Fee$ 2,509.20 Contractor BILODEAU BUILDERS,INC. Village OSTERVILLE PR_ App Fee$ 100.00 License Num 002827 Est Construction Cost$ 492,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCTING A 5 BEDROOM SINGLE FAMILY WITH 2 CAR ATT CHtWIS CARD MUST BE KEPT POSTED UNTIL FINAL I GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SULLIVAN,DONALD M&M&WM BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 235 WIANNO CIR INSPECTION HAS BEEN MADE. OSTERVILLE,MA 02655 '1 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION 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: I.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 OCCUPANCV. 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS D q c1oasi IV 2 .�f S U 2 26 3 f� tf 1 Heati g bis"etion A r gals Engineering Dept l ` I � `�� I t C/ I ; Fire Pep 2 Board of He Home Energy Raters LLc BTon-ey QEneralCodeHelp.cottt Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address - 236 Wianno Road Osterville, MA 02655 Date - October 24, 2012 Contractor- Harwich Port Heating & Cooling Test Type - Rough In - Total Leakage Conditioned floor area =4220 Sq FT. To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 253 CFM (4220/100 x6 = 253) Duct leakage tested = 240 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code - Test Mode-- Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneaavl s 'buct l3kstdrZ — Duct Leakage as Percentag%�rFloor area = 5.696/o g G Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC Print http://us-mg5_mail.yahoo.com/neo/launch?.rand=a5l9k245624gv#mail Subject: Code From: Peter(bbinc3620550@yahoo.com) To: bbinc3620550@yahoo.com; Date: Friday,May 10,2013 2:17 PM a I e - . Sent from my Whone 1 of 1 5/10/2013 2456 PM Print http://us-mg5.mail.yahoo.com/neo/launch?.rand=3arkucogv I 120mail Subject: Code From: Peter(bbinc3620550ftahoo.corn) To: bbinc36205504yahoo.corn: Date: Friday.May 10,2013 2:18 PM To: t**1`"6 '05,50*'Vahoo com .6 c4erliti %ite 401 .." k lUrnacv SO-'. FFF I ' SEER ce- *pdaw, >27SH6C. U value iberglass insulation - anbC cei fing R-3 9 wal Is R--' -basemmi dwt wwk R-6.5,attic duct work, R-10.0exible WOW hewer Sent from my Whone 1 of 1 5/10/2013 2:58 PM Parcel Detail Page 1 of 5 of I RARNSTA o eJle 7 MASS ACED M R'' G!/Cf�ZrJ�CLGC� Logged In As: Parcel Detail Tuesday, May 7 2013 Parcel Lookup Parcel Info Developer Parcel 140-138 Lot Locati n 235 WIANNO AVENUE PH Frontage 52 Sec Sec Road SYLVAN LANE I Frontage 126 village OSTERVILLE I Fire District C-O-MM Town sewer exists at this address No I Road Index 1832 Asbuilt Septic Scan: Interactive �7x 64, 1401381 Map Owner Info owner BILODEAU, LAURA B TR I co-owner FRANICK REALTY TRUST Streets 83 BUNKER HILL ROAD I Street2 City OSTERVILLE I State MA I zip 02655 Country Land Info Acres 0.41 Use Single Fam MDL-01 I zoning RC I Nghbd 0112 Topography Level I Road Paved utilities Public Water,Gas,Septic I Location Construction Info Building 1 of 1 Year 2012 I Roof Gable/Hip I Ext Wood Shingle Built Struct Wall Living Roof AC Area 3858 I Cover Asph/F GIs/Cmp I Type Central Style Cape Cod I wall Drywall I Rooms nt Bed 5 Bedrooms Int Bath Model Residential I Floor Hardwood I Rooms 5 Full + 1 H Till Grade Average Plus I Type Hot Air I Rooms Total 9 Stories 1 3/4 Stories Heat I Fuel Gas I Found-ation Poured Conc. Gross 8312 Area Permit History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8825 5/7/2013 NF��s 17��" 'TF.�T . � . f O O K J 0 12- oFAs g� A"0PRESS PERMIT' . m nwealth of Massachusetts 0 C T 16 2012 eet Metal Permit Date: b , Permit# 1 —O� / t�/N OF BAM �i Estimated Job Cost: $ Permit Fee: $ `;_3 Plans Submitted: YES NO Plans Reviewed: YES NO Business License# � Applicant License# 3& Business Information: Property Owner/Job Location Information: Name: �A NUW W&Aa &Name: Z ULGk� ill Street: 00 (6) Street: 23S I C C City/Town:. qhV_W1W POQf "HA �?A City/Town: Telephone: 9 b `1� " 9 Telephone: Photo I.D. required/Copy of Photo I.D. attached: 'YES NO S ff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. L__�Over 10,000 sq. ft. Number of <) �� Sheet metal work to be completed: New Work: Renovation:HVAC ` Metal Watershed Roofing Kitchen Exhaust Syste Metal Chimney/Vents r alancing Provide detailed description of work to be done: lM. L14 J. (Auk �o o �Wvl \, INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112, Yes L,`to❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy [[]� Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ❑ Master Title ❑ Master-Restricted s Cityrrown ❑Journeyperson Signature of Licensee . Permit# ❑Journeyperson-Restricted License Number: ��• Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval UCT. IV. zuiz z I AlYi IVo )0z I r j/7 Proposal 2012 Havich Port Heating & Cooling, Inc. September 28, r► V "*461'Lo er County Road Summary: HAC PROPOSAL Harwich Port, Ma. 02646 Reference#: 2291-20662 608-432-3969 Fax 508-432-6075 Due Date: 9/28/2012 www.HarwichPonHeatingandCooling.com Job Name: Peter Bilodeau Peter Bilodeau 83 Bunker Hill Road 235 Wianno Avenue C508 e MA 02655 Osierville, MA 362-0550 CI=LLPHO We Hereby Submit Specifications And Estimates For: We are Pleased to Propose Labor and Materials for Installation of the Following: Zone#1-Master Suite First Floor 6-Supplies 1-Return Zone#2-Balance of the First Floor 12-Supplies 5-Returns 1-Trane (TUH1C100A948)XR95 Single Stage Direct Vent Gas Fired Furnace 1-Trane (4TTB3048D)XB13 Condensing Unit and Matching Evaporator Coil 1-Trion Air Bear Air Cleaning Filter for the Home 1-EWCS2000 Steam Humidifier for the Home Venting of the Furnace All Insulated Duct Work Condensate Pump and Lines Cladlite Pad for the Condenser Refrigeration Work Honeywell Zoning System . Honeywell#4000 Programmable Thermostats Page 1 of 3 Proposal Harwich Port Heating & Cooling, Inc. September 28,2012 U1 Cover County Road Summary: HVAC PROPOSAL Harwich Port, Ma. 02646 Reference#: 2291-20662 508-432-3969 Fax 608-432-6075 Due Date: 9/28/2012 www.HarwichPortHeatingandCooling.com Job Name: Peter Bilodeau Peter Bilodeau 83 Bunker Hill Road 235 Wianno Avenue Ostervllle,MA 02655 Osterville,MA 508 362-0550 CELLPHO We Hereby Submit.Specifications And Estimates For: Zone#3-Bedroom Suite#2, and Game Room 5-Supplies 2-Returns Zone#4-Bedroom Suite#3 and Bedroom Suite#4 5-Supplies 2-Returns 1-Trane (TUH1B060A936)XR95 Gas Fired Furnace 1-Trane (4TTB3036D)XB13 Condensing Unit and Matching Evaporator Coil 1-Trion Air Bear Air Cleaning Filter for the Home Venting of the Furnace All Insulated Duct Work Auxiliary Drain Pan with Safety Switch Condensate Lines Cladlite Pad for the Condenser Refrigeration Work Honeywell Zoning System Honeywell#4000 Programmable Thermostats Duct Test Included Page 2 of 3 CTUCt. iU. ZUTZ3. PETER SILODEAUJ 5084282978 0. -o x PWposa l Na lch port Heating_Cooling, Inc. March 12, 2012 481 Lower County Road Summary: HVAC PROPOSAL Harwich Port,Ma. 02846 Reference At: 2291-20662 608.432-3950 Fax 608- 32-6076 Due Date: 4/11/2012 www.HarwIchPortHeatIngandCoofing.com Job Name: Peter 1311odeau Peter Bllodeeu 83 Bunker Hill Road 235 Wlanno Avenue Oatervllls, MA 02855 Oatervllle,MA 000 362-0590 CELLPHO We Hereby Submit Specifications And Estimates For: Electrical shall be Under the Electrical Contract Gas Plping shall be Under the plumbing Contract I� r . We propose hereby to fumish material and labor-complete In a0cordai ce with the above sp cations,for the sum of: Payment to be made as follows: 30% deposit due upon signed proposal. 30% due upon the start of the Job 30%du n equipment and instaflatlon. 10%due upon completion of the project. Payment Terma are so Followed: 30%bown upon acceptanoe of proposal;30%due ur,,',nn f Job;30%due upon dellvery of equipment and Installailon;and 10%due upon completlon: All material is guaranteed to be assk to be completed In a professional manner awarding to etendaril practices. Any elieretlon or deviation from above epecifioalions Icuts w1110e exeCuletl ony upon wrltfen-0rdere one will become an extra ohorge overand above the estimate. All agreements continge beyond our control. Purchaser agrees to pay sit coats of o0 on,l attorneys fees. TAIo_pro sal m be wkthdrawn us the above due date. Authoriz Accepta Signature 6lanett Date E ` Client#:47452 HARWHEA A, CORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 9/10/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Margaret Young Rogers 8�Gray Ins.-So.Dennis NAME:aOONN Ext: F 877-816-2156 434 Route 134 ac No E-MAIL South Dennis,MA 02660-1601 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 508 398-7980 INSURER A:Selective Insurance Co.of S.C. INSURED INSURER B:Selective Ins.Co.of the South Harwich Port Heating&Cooling,Inc. 461 Lower County Road INSURER C Harwich Port, MA 02646 INSURER D: INSURER E: 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 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. INSR ADDL SUB POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDIYYYY MMIDDIYYYY LIMITS A GENERAL LIABILITY S1899080 9/01/2012 09/01/2013 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES ENTE ERoccurrence) $1 OO OOO CLAIMS-MADE 51 OCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY PRO- JECT LOC $ B AUTOMOBILE LIABILITY A9092466 9/01/2012 09/01/201 EaaccideDtSINGLELIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED AUTOS PROPERTY DAMAGE Per accident $ A X UMBRELLA LIAR OCCUR S1899080 9/01/2012 09101/2013 EACH OCCURRENCE $5 000 000 REXCESS LIAR CLAIMS-MADE AGGREGATE s5,000,000 DED I X RETENTION$O $ B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WC7938097 9/01/2012 09/01/201 X WCSTATU- OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? � N/A E.L.EACH ACCIDENT $500 OOO (Mandatory in NH)If yes,describe under E.L.DISEASE-EA EMPLOYEE $5OO OOO DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Certificate Holder is an additional insured with regard to General Liability for written contracts or agreemens. Workers Comp Information Included Officers or Proprietors CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE b ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S86800/M85687 TLH 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl TlaIn6(Business/Organization/Individual): Address: qbl ) LL City/State/Zip: A a Phone it: 1 Are an employer?Check the appropriate box: Type of project(required): 1.[ I am a employer with T 4. ❑ I am a general contractor and I employees(full and/or part-time). s have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling shipand have no employees These sub-contractors have g ❑Demolition working for me in any capacity. employees and have workers' insurance.: 9. ❑ Building addition comp.[No workers'comp.insurance P• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LF] 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 CT(� employees. [No workers' 13.Q 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. 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 providin workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: V Policy#or Self-ins.Lic.#: A)1 f-7 3b U f �- Expiration Date:( Job Site Address:_ Z3� f/V�� City/State/Zip:Vs ,e ✓o/(-� *j¢ 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 under the pains and penalties of perjury that the information provided above is true and correct Sip-nature: Date . �7eZ Phone#: —47 Official use only. Do not write in this area,to be completed by city or town offwiaL 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#• t. .•:._:�.COIILI•MONaIVEALTH OF MASSAC:HUs.E'f'_T:S- ARD;OF SHEET METALh t41-3F K;-RS'.. , A:NDR-EW' M LEV=ES:QUE =: SA_R tI:CH -PORT'`HTNG . Cb.. G= ;'L01JE1 . 'C'OUNTY RD PORT MA 026_�+_6-�8:3::'�; -NO. LICENSE E.`_' WEALTH OF MASS AU _ METAL WORKERS::;=-* 'L;EV:ESQUE ' HTN.G f 462`°. OW:ER C-D''U•.NTV RD k RW:.I:Ck1; P0RT -MA 26r _ = _- d LIZ G - �, �► cr - `� 4m t] ell ell Oz: b to uq UIL � O �- � U QV\[T I e l• I 1 yf r Y \N+ t 1 t CY] � -•fir �Y1 t'�t Na.�t•I. L l AP W.. . co g/w igir m J La , ys wcc '�..� N. �VJ rL N�-.. N � z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A �E Map / 0 Parcel p ration # OAM l Health Division Date Issued Conservation Division �� IL -� Application Fee Planning Dept. DIVI Permit Fee Zv Date Definitive Plan Approved by Planning Board a0 a Historic - OKH Preservation / Hyannis Project Street Address -&)A % Z��aimL( _ J L) A Village Owner/el, waptAddress 41 M9 Telephone Permit Request — 00 PIA—AL-5 EkCT ecco Square feet: 1 st floor: existing proposedl,1�2nd floor: existing proposed_[,�► Total new Zoning District C Flood Plain �J O Groundwater Overlay Project Valuation Construction Typed F-e✓},Mc Ac J Lot Size I ���� 5 0 04( Grandfathered: 'Yes f91�6 If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family ((## units) Age of Existing Structure Historic House: ❑Yes W o 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 3; Half: existing new Number of Bedrooms: existin ew Total Room Count (not including baths): existing new First Floor Room Count—�J Heat Type and Fuel: 8/Gas ❑ Oil ❑yp Electric ❑ Other Central Air: CB'Yes ❑ No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes J<O Detached garage: ❑ existing knew size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing M new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes VNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � � Telephone Number S0 6Z�Sjfl Address,; License# 2-7 e �/1 Home Improvement Contractor# H 56 � e Worker's Compensation #OCC—�20C.6 47—Q D 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �„ - SIGNAT DATE FOR OFFICIAL USE ONLY =APPLICATION# = MAP,/PARCEL NO,. :a ADDRESS VILLAGE OWNER } DATE OF INSPECTION: FOUNDATION', s-/?jI wh o 612-9�Z �u } 5: FRAME ® do 13oO ;; INSULATION'O.12 A k)iLkX 1„ FIREPLACE ELECTRICAL: ROUGH FINAL '. Y I ' PLUMBING: ROUGH FINAL j :"GAS: :� •. ROUGH FINAL �� a FINAL B_UILDINGt_° ? 4 - ll DATE CLOSED OUT T F' ASSOCIATION PLAN NO. 4 WIND CONNECTOR AND SHEAR WALL DESIGN NOTES: 1. THE FOLOWING DRAWINGS REPRESENT WIND DESIGN DETAILS PREPARED BY STRUCTURES ENGINEERING FOR 110 MPH WIND SPEED EXPOSURE B IN COMPLIANCE WITH THE 8th EDITION OF THE MASSACHUSETTS BUILDING CODE AND THE WFCM REQUIREMENTS. THE DESIGN AND LAYOUT OF ALL OTHER INFORMATION IS THE RESPOSIBILITY OF OTHERS A ST CONFORM TO THE REGULATIONS ABOVE. 2. NOTIFY THE ENGINEER OF ANY ARCHITEC ODIFICATION OR ON NGES THAT MAY AFFECT THE STRUCTURAL WIND D GENERAL CON T IFY ALL CONDITIONS AND DIMENSIONS SHOWN 0 AWINGS AND N E Ej, EER OF ANY DISCREPANCIES. 3. GENERAL CONTRACTOR TO INS T ALL BUILDING ENE� HALL BE CONSTRUCTED TO SUPPORT TH H WIND LOADS CR.I BY MASSACHUSETTS BUILDING CODE 780 CMR 51 WHICH REQUIR LIA WITH THE A.F.P.A. WOOD FRAME CONSTRUCTI L. THE CONST SH RESULT IN A SYSTEM THAT INSURES A CONTIN D PATH CAPAB A RING ALL WIND LOADS THRU THE LOAD-REST MENTS AS SHO AS ESCRIBED BY CODE DOWN TO THE FOUNDATION. AL FRAMING MUST M WI E PRESCRIPTIVE RESIDENTIAL DECK CONSTRUCTION E BASED ON TH INT �', TIONAL BUILDING CODE. Q� 4. PROFESSIONAL ENGINEERING DESI QUIRF FOR ALL STRUCTURAL ELEMENTS EXCEEDING PRESCRIPTIVE CODE R I NTb<�)R AS OTHERWISE REQUIRED BY THE LOCAL BUILDING OFFICIAL. 5. ALL EXTERIOR WALL CON S Sh ARE TO BE INSTALLED TO THE FRAMING PRIOR TO THE INSTALLATION OF ERIQ� SIDEWALL AND TRIM. SOME CONNECTIONS MAY BE INSTALLED AT THE INT CE �),F THE STUDS AND FRAMING THRU SLOTS IN THE PLYWOOD SUB-FL00 MElWS ONLY WITH REVIEW AND PERMISSION OF THE ENGINEER. 1<19 6. NOTIFY THE LOC UIL&(NG INSPECTOR TO INSPECT ALL CONNECTORS PRIOR TO INSTALLATION OF EXTEMICgSIDING OR ITERIOR FINISH. IF A REPORT BY THE CERTIFYING ENGINEER IS REQUIRED W THE BUILDING INSPECTOR, THE CONTRACTOR SHALL NOTIFY STRUCTURES ENGINEERING UPON COMPLETION OF ALL CONNECTOR AND SHEATHING INSTALLATION FOR AN INSPECTION PRIOR TO ANY BUILDING COVERAGE. .SN OF 7. FOR ADDITIONAL INFORMATION SEE ARCHITECTURAL JOHN W.QUEEN PLANS AND FRAMING PLANS PREPARED BY STRUCTURAL ERT ARCHITECTS, INC. SOUTH YARMOUTH, MA 26011 �a DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number L2012015 STRUCTURES ENGINEERING ►ssue 7 2-27-12 SE 1020 PLAIN STREET, SUITE 240 drawing number MARSHFIELD, MASSACHUSETTS — TEL. 781-834-0085 S 1 sheet 1 of 16 SHEAR WALL NOTES: 1. SHEAR WALL TO BE CONSTRUCTED AT ALL WALLS AROUND THE ENTIRE BUILDING AND EXTEND TO ROOF AS SHOWN 2. SHEAR WALL TO EXTEND ABOVE, BELOW AND BEYOND ANY WINDOW OR DOOR OPENINGS. 3. HOLD—DOWN ANCHORS TO BE INSTALLED AT ALL INTERIOR AND EXTERIOR CORNERS OF THE BUILDING. 4. STAGGER VERTICAL PANEL EDGES BLOCK EXTEND PLYWOOD TO THE HORIZONTAL EDGES PER DETAIL IF NOT TOP OF 2 x 6 PLATE L 5. ALL CONNECTORS AND NAILING SHALL ROOF RAFTEROCATED AS SHOWN ROOF PLYWOOD BE INSPECTED PRIOR TO INSTALLING ANY 7 2 RO OR " x 4�" COVERAGE OR TRIM 6 SHOE LON 12" o.c. STAGGERED (T� ALL PL}1,jES AND SHOES) 8d NAILS ® 3"o.c. O AT PANEL EDGES PSON L 16 (3" x 28") TRAP 3" OVER TOP PLATe LTS 20 TWIST STRAP DOOR OR WINDOW COk1 TED TO CORNER STUDS HEADER IF PRESENT Q USE 4 — 2 x 6 BUILT—UP POST AT ALL WALL CORNERS AND INTERSECTIONS & 2 —2 x 6 STUDS 8d NAILS ® 4"o.c.A AT ALL END WALLS (TYPICAL) ROUND OPENINGS 2 x 6 ® 16"o.c. MAX. STUD C WALL (ALIGN VERTICALLY). ADD JACK STUDS AT OR APA OINT ADDITIONAL VERTICAL STUDS AND OR WINDOW OPENI HORIZONTAL BLOCKING AT JOINTS WHERE REQUIRED WHERE REQUIRED O1/2" PLYWOOD AT EXTERIOR FACE WITH 8d NAILS ® 12"o.c. AT 1/2" GWB AT INTERIOR FACE OF SHEAR INTERMEDIATE STUDS Q WALLS AND BEARING WALLS. SET ALL PANELS VERTICALLY. KING STUD WHERE REQUIRE O BUILDING CORNER #8 NAILS ® 4" O.C. AT ANMPSON CHORS SHAT EACHS2.5 CORNER. SEE ! 8d NAILS AT 6"o.c. PANE I EDGES (FlICAL) TYPICAL CORNER HOLD DOWN DETAIL. Ij 3/4" PLYWOOD NOTE: ONLY 1 HOLDOWN ANCHOR 1 FLOOR SHEA REQUIRED AT CORNERS OF INTERSECTING SHEAR WALLS. 8d NAIL o.c RIM JOIST 8 1/2" FOR 2 x 6 STUD WALLS FOR HDU5—SDS2.5 D6H9 FOUN , ° ° PLYWOOD PANEL TO EXTEND TO BOTTOM OF SILLS SOLID BLOCK ALL AROUND ANCHOR BOLTS TYPICAL ANCHOR BOLT 5/8"0 HOOKED ANCHOR BOLT WITH COUPLING AND THREADED ROD OR 5/8"0 THREADED ROD EPDXIED INTO CONCRETE A MINIMUM OF 7" TYPICAL ONE STORY SHEAR WALL DETAIL ROR 2 x 6 WALLS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING Issue date 2.2,_,2 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — S 2 TEL. 781-834-0085 FAX. 781-834-1357 sheet 2 of 16 SHEAR WALL NOTES: ROOF PLYWOOD ROOF RAFTERS DOUBLE TOP PLATE 1. SHEAR WALL TO BE CONSTRUCTED AT ALL WALLS AROUND THE ENTIRE BUILDING AND PLYWOOD PANEL TO EXTEND TO EXTEND TO ROOF AS SHOWN TOP OF TOP WALL PLATE WITH 8d NAILS ® 3"o.c. 2. SHEAR WALL TO EXTEND ABOVE, BELOW AND BEYOND ANY WINDOW OR DOOR OPENINGS. SIMPSON LSTA 24 BENT 3 INCHES 3. HOLD—DOWN ANCHORS TO BE INSTALLED OVER TOP PLATE AND CORNER AT ALL INTERIOR AND EXTERIOR CORNERS STUDS OF THE BUILDING. 8d NAILS ® 12"o.c. AT 4. STAGGER VERTICAL PANEL EDGES BLOCK INTERMEDIATE STUDS HORIZONTAL EDGES PER DETAIL IF NOT Y<rDETAIL SHOWN AT FULL HEIGHT STUD LOCATED AS SHOWN 2 x 6 BOTTOM PLATE WAL5=T FOR ATTIC FLOOR 5. ALL CONNECTORS AND NAILING SHALL AND BE INSPECTED PRIOR TO INSTALLING ANY COVERAGE OR TRIM 6d NAIL OR 1/4" & 3" 2 x 6 SHOE O S EWS O.C. STAGGERED .:) .// ': L AT \L WALL PLATES AND 3/4" PLYWOOD A4, S). PLYWO,�C�EL JOINT JOIST SECOND FLOOR 3/4" PLYWOOD . . . . . . . . . . FLOOR SHEATHING I SON HD5—SDS2.5 HOLDOWN 2— 2x6 TOP PLATE ANCHOR EACH SIDE OR MSTC 28 (3" x 28 1/4") STRAP 8d NAILS ® 3"o.c. AT PANEL EDGES DOOR OR WINDOW —USE 4 — 2 x 6 BUILT—UP POST HEADER IF PRESENT p A \ AT ALL WALL CORNERS AND INTERSECTIONS & 2 —2 x 6 STUDS AT ALL END WALLS (TYPICAL) r 2 x 6 ® 16"o.c. MAX. STUD 8d NAILS ® 4"o.c. WALL (ALIGN VERTICALLY). ADD AROUND OPENINGS ADDITIONAL VERTICAL STUDS AND CAL HORIZONTAL BLOCKING AT JOINTS ANEL JOINT WHERE REQUIRED 40p JACK STUDS AT DOOR OR WINDOW OPENINGS WHERE REQUIRED O 1/2" PLYWOOD AT EXTERIOR FACE I 8d NAILS ® 12"o.c. AT WITH 1/2" GWB AT INTERIOR FACE INTERMEDIATE STUDS OF SHEAR WALLS AND BEARING WALLS. SET ALL PANELS VERTICALLY. KING STUD WHE R BUILDING CORNER SIMPSON HDU5—SDS2.5 HOLD—DOWN 8d NAIL C. #8 NAILS ® 4" O.C. AT ANCHORS AT EACH CORNER. SEE PANE EDGES ( ICAL) TYPICAL CORNER HOLD DOWN DETAIL. 3/ P 0 NOTE: ONLY 1 HOLD—DOWN ANCHOR FLO THING REQUIRED AT CORNERS OF INTERSECTING SHEAR WALLS. 8d NAILS AT�iOo.c. RIM JOIST 8 1/2" FOR 2 x 6 STUD WALLS FOR HDU5—SDS2.5 DOUBLE SILL FOUN a. PLYWOOD PANEL TO EXTEND 5/8"0 HOOKED ANCHOR BOLT WITH TO BOTTOM OF SILLS SOLID BLOCK ALL COUPLING AND THREADED ROD OR 5/8"0 TYPICAL ANCHOR BOLT AROUND ANCHOR BOLTS THREADED ROD EPDXIED INTO CONCRETE A MINIMUM OF 7" TYPICAL CONTINUOUS FULL HEIGHT SHEAR WALL DETAIL FOR 2 x 6 WALLS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING Issue dot e 2-27-12 S 1020 PLAIN STREET, SUITE 240 drawing number E MARSHFIELD, MASSACHUSETTS — S 3 TEL. 781 -834-0085 FAX. 781-834-1357 sheer 3 of 16 8 1/2" 1 1 SIMPSON SDS 1/4"0 x 2 1/2" SCREWS I i 5/8 0 2 — 16d COMMON BOLTS NAILS @ 10"o.c. ALIGN BACK OF I HDU5 WITH INSIDE SIMPSON HDU5 HOLD I OF STUD DOWN ANCHOR O O\ (SIMPSON HDU2 AT Q GARAGE DOORS) Q Q ��\ 3 - 2x6 PL EW le\ CORNER STUDS Q 3 \TUDS SON OS12O5 HO —DOWN 3/4" PLYWOOD J \C/ 3/4" PLYWOOD 71 . 5/8"0 THREADED ROD DOUB GO 5/8"0 THREADED ROD RIM JOIST I I SILL RIM JOIST I I THREADED COUPLING NUT & 3x3 WASHER SOLID BLOCK ALL ° SOLID BLOCK ALL AROUND RODS 0" LO AROUND BOLTS 0 ED ANCH OLT FILL 1"0 HOLE WITH l• 5/8"0 x 20" LONG HILT] HIT HY150 ///JJJ `�/ HOOKED ANCHOR BOLT EPDXY OR EQUAL /^` 8 1/2" FOR 3 — 2 x 6 STUDS ( \\v O FROM CORNER TO E OF BOLT V O� EPDXY BOLT ANCHOR BOLT THREADED ANCHOR BOLT EXTENSION TYPICAL CORNER STUD HOLDOWN ANCHOR FOR 2 x 6 STUDS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA tab number 2012015 STRUCTURES ENGINEERING 2 2�_,27-1►— 2 S1020 PLAIN STREET, SUITE 240 drawing number D MARSHFIELD, MASSACHUSETTS — S 4 TEL. 781 -834-0085 FAX. 781-834-1357 shoe} 4 of 16 ATTACH TOP PLATE WITH SIMPSON STRA T SDS 1/4" x 6" SCREWS Q INSIDE WA401P ® 3" o.c. (TYPICAL) n CONTINUOUS TRI (MIN LVL DOOR Y S) o� SEE ARCH DWGS FO NS DWG F'OR DIMENSIONS z z N E TY ;L SHEARWALL DET! ` R NAILING PATTERN A DITIONAL INFORMATION vV 0 S 2.5 HOLD DOWN INGLE (MIN.) FULL HEIGHT cn A R WITH 5/8"0 7V x 6 P.T. JACK STUDS 3 HO ED ANCHOR BOLT 0 SEE FRAMING NOTES THREADED ROD EPDXIE 001 = MIN. INTO CONCRETE G 1/2" PLYWOOD SHEATHING U w a DOUBLE P.T. SHOE w � N � l- 4'-6" 9 1'-5" 9'-3)z" 1•-6" Q OT DO ADER MAY BE SPLICED AT jTE OR SUPPORT PROVIDED THAT qIS�fA 24 STRAP IS USED AT ID-DEPTH OF LVL HEADER GA-OAGE PORTAL SHEAR WALL FOR 2 x 6 STUD WALLS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number 2012015 STRUCTURES ENGINEERING Issue date 2-27-12 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — S 5 TEL. 781 -834-0085 FAX. 781-834-1357 ,h m 5 0, 16 —f✓� OO OO \�� I• •I I • I �� 1 1/2" I O 2 or 2 x 6 8d I• •I 8d A ® 16"o.c. IL PAN EDG O I• — — — — 2 x 4 & PLYWOOD VERTICAL BLOCKING I I I I A GC, I• •I @3'o.c. �AT \C� SAMETTHICKNESSHING EANDATE O� FACE GRAIN SHEATHING AS G O� I DETAIL MA D IF OOD SECTION A—A SHEET WEEKJ� R�I�IONTAL JOIN 10/FEET AS SHOWN ON HEAR_ LL DETAIL. SI&ATHING SPLICE PLATE 4LTERNATE JOINT BETWEEN SHEETS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number 2012015 STRUCTURES ENGINEERING 1Sue date 2-27-12 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — . S 6 TEL. 781-834-0085 FAX. 781-834-1357 Bh,,t 6 of 16 ROOF RAFTER WHERE APPLICABLE CEILING/ATTI I. FLOOR O �3 ANGER CEILING JOIST . � E 1�5l�ALL I WALL STUDS O UPPER FLO SUPPER FLOOR O I BAND JOIST O 01 AN � FLO JOIST D WA OCKING AT CH TWO BAYS AT O 4—,0 11o.c. TO MATCH FIRST FLOOR x\ J�µ!O � FOUNDATION JOIST HANGER WHERE APPLICABLE FLOOR JOIST L s . . TYPICAL ENDWALL FLOOR BLOCKING DETAIL WHERE FLOOR FRAMING IS PARALLEL TO ENDWALL DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING 1ssue —27 ote 2-2 -12 1020 PLAIN STREET, SUITE 240 drawing number E MARSHFIELD, MASSACHUSETTS — S 7 TEL. 781 -834-0085 FAX. 781-834-1357 sheet 7 of 16 . i 1 / I 11� I o O� PROVIDE 2 x 6 MAX. ® 4'-0"0 (SIZE TO MATCH JOISTS) LA Q� BRACE AS SHOWN FULL L �\ BETWEEN END WALLS WH 2 X 6 MIN Q IS NOT SHEATHED. �® 16"o.c. O \� V I Vv SON JOIST HANGER OQ\ � GYPSUM BO O� U2 — Ox 2 1/2" SIMPSON SD� ) D SCREWS OR EQUAL jTO'EACH STUD THRU END JOIST Q O G < O'\ FULL HEIGHT END WALL STUDS TYPICAL PARALLEL CEILING JOIST GABLE ENDWALL BRACING DETAIL AT ATTIC CEILING AT FULL HEIGHT GABLE ENDWALL STUDS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number 2012015 STRUCTURES ENGINEERING Issue 27-1 2= 7-12 E 1020 PLAIN STREET, SUITE 240 drawing number MARSHFIELD, MASSACHUSETTS — S 8 TEL. 781 -834-0085 FAX. 781-834-1357 sheet 8 o, 16 (� I i \ I O O c�� O 1 ° ° UPPER LAP CO tl4� R TO PLATE o v 0 0 0o ° o o ° 0 0 4C f CFNG�1 O O N " DOU E TOP PLATES SHALL BE PROVIDED AT THE P OF ALL EXTERIOR STUD WALLS. THE DOUBLE LATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOADBEARING WALLS. DOUBLE TOP PLATES SHALL BE LAP—SPLICED WITH END JOINTS OFFSET IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS GIVEN IN TABLE 6 OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) cv TYPICAL TOP PLATE SPLICE AND WALL INTERSECTION CONNECTION DETAIL DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING 2ssue date 2,1-27_1 ,2 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — S 9 TEL. 781 -834-0085 FAX. 781-834-1357 A"t 9 o, 16 GENERAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL COMMON NAILS BOX NAILS SPACING 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 i TOP PLATES AT INTERSECTION (FACE NAILED) 4 — 16d 5 — 16d AT JOINTS I STUD TO STUD (FACE NAILED) 2 — 16d 2 — 16d 4" O.C. , HEADER TO HEADER (FACE NAILED) 16d 16d 16o.c. ONG EDGES FLOOR FRAMING I JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (F- 4) 4 — 8d JOIST BLOCKING TO JOIST (TOE NAILED) O 2 — 8d — d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED 3 — 16d 16d< EACH BLOCK ' LEDGER STRIP TO BEAM OR GIRDER ( FA C 3 — 4 — Q EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAI — 10d PER JOIST BAND JOIST TO JOIST (END NAIL 04 16d PER JOIST BAND JOIST TO SILL OR TOP ,A T NAILED) (Fig 14) 16d 3 — 16d PER JOIST ROOF FRAMING C� WOOD STRUCTURAL PAN RAFTERS OR TRUSSES S ACED UP TO 16"o.c. 8d 10d 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. O O 8d 10d 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w G VERHA, 8d 10d 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRU S RAL O>`J- OO RS 8d 10d 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE OKO �CKS 8d 10d 4" EDGE / 4" FIELD CEILING SHEATHING GYPSUM WALL BOARD 5d COOLERS — 7" EDGE / 10" FIELD WOOD STRUCTURA S DS SK UP TO 24"o.c. 8d 10d 6" EDGE / 12" FIELD 1/2" AND 25/32" FlB ARD AA�ELS 8d' — 3" EDGE / 6" FIELD 1 /2" GYPSUM WALLBOARD O 5d COOLERS — 7" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8d 10d 6" EDGE / 12" FIELD WOOD STRUCTURALPANELS 1" OR MORE 10d 10d 6" EDGE / 6" FIELD NAILS: UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLES OTHERWISE PTROHIBITED. DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number 2012015 STRUCTURES ENGINEERING 2ssue date 27 1-27-1 12 S 1020 PLAIN STREET, SUITE 240 drawing number E MARSHFIELD, MASSACHUSETTS — S 10 TEL. 781-834-0085 FAX. 781-834-1357 shed 10 or 16 FRAMING NOTES: 1. ALL FRAMING LUMBER SHALL BE HEM—FIR GRADE NO. 2 OR S.P.F. (SPRUCE—PINE—FIR) GRADE NO. 1 AND 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,400,000 P.S.I. 2. ALL PRESSURE TREATED DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN PINE GRADE NO. 2. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1,000 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,200,000 PSI. 3. ALL PRESSURE TREATED SOLID TIMBERS SHALL BE SOUTHERN PINE GRADE NO. 2 (UNLESS OTHERWISE SPECIFIED N WINGS). THE , MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1000 PSI. THE MINIKIRIM ALLOWABLE MODULUS OF ELASTICI ���``jj L BE 1,200,000 PSI. 4. ALL FRAMING LVL'S AND BEAMS ARE DESIGNED BY OTHERS. O 5. USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR P OOD R SHEATHING, 5/8" EXTE RAL E FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND �%" EXTERIOR STRUCTURAL FIR C.D.X.) AT WALLS. ALL J BE B4 WITH LUMBER OR OTHER APPROVED SUPPORTS. \\ 6. ALL EXTERIOR STUDS TO BE 2 x 6 ® 16"o.c. AND R D WALLS TO BE 2x4 MIN 1 O.C. D OTHERWISE NOTED, PROPERLY BE ALIGNED BETWEEN FLOORS AND JOIS . 7. PROVIDE SOLID BLOCKING BETWEEN FLOOR R DOUBLE ALL JOISTS UN ARTMTI N. 8. USE FULLY NAILED METAL CONNECTORS SON, OR EQUAL), JOIST, kR E GERSOW I�N JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE MET AND BASES FOR ALL PO 9. FOR ROUGH WINDOW OPENINGS A I I DOOR OPENINGS UP TO 3 x6 HIE BEAMS, FROM 3 TO 4 FEET, USE 2x8 HEADER BEAMS, AND FROM 4 TO 2x10 HEADER BEAMS FR TO 8 SE 1 3/4" x 9 1/2" LVL HEADER BEAMS, I FROM 8 FEET TO 9 FEET USE 1/4" LVL HEADER BEAMS. ALL S DOU6Z FOR 2x4 WALLS AND TRIPLED FOR 2x6 WALLS PLUS PLYWOOD FILLER, EXCE A D OTHERWISE ON THE PL OR IFICA S. IF LVL'S ARE SPECIFIED ON PLANS, PROVIDE DOUBLE JACK SUPPORTS UP T — SPANS AND TRIPLE JACKS FOR HFADVS GREATER THAN 8'-0" SPANS, OR AS OTHERWISE j SPECIFIED ON THE PLAN. 10. ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH USE ILDING CODE REQUIREMENTS AND GENERAL FRAMING I. PRACTICE AS DETAILED IN THE "ARCHITECTURAL GRAPHIC S", B SE & SLEEPER. 11. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLU T ORTING OD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO B INC. PSUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL 12. THE CROSS—WALLS AND TIE BEAMS ARE R E THE L RAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR W P R ETAILK\) 13. BUILT—UP BEAMS (3 PIECES MAXI M S AItl�S J`LONNVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 3-10D NAILS AT 12" O.C. FOUR—PLY BUIL — ING AND T UP THREE—PLY LVL'S ARE TO BE SPIKED TOGETHER WITH 2-16D NAILS (TOP AND BOTTOM) AT 12" O.C. AND WITHA INCH DIAMETER BOLTS OR POWERSCREWS AT 16 INCHES ON CENTERS STAGGERED TOP AND BOTTOM, OR AS OTHERWIS THE QR� GS, OR AS RECOMMENDED BY THE MANUFACTURER. INCREASE NAILING AND BOLTING PATTERNS FOR SIDE LOADED B `� 14. ALL NAILS, FASTENER D NECTOgg��S5C POSED TO THE WEATHER SHALL BE HOT—DIP GALVANIZED. ALL SIMPSON CONNECTORS TO BE Z—MAX COATED. IF WOOD\�VA VE P&0 CTIVE TREATMENT IS USED, THEN IT IS RECOMMENDED THAT ALL FASTENERS BE MADE OF STAINLESS STEELv�J 15. IF MANUFACTURED FLOOR JOIST USED, INSTALLATION, ROCKING, RIM JOISTS, OPENING THRU WEBS, HEADERS, WEB STIFFENERS, ETC. ARE TO BE INSTALLED IN ACCORD WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE, DESIGN AND LAYOUT DRAWINGS BY MANUFACTURER AND SUBMIT FOR R VIEW PRIOR TO INSTALLATION. M1 DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number i 2012015 STRUCTURES ENGINEERING 2ssue date 27 1-27-1 12 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — S 11 TEL. 781-834-0085 FAX. 781-834-1357 ,h"t 11 ,, 16 i NEW 2 x 6 STUDS ADDITIONAL FULL HEIGHT BAND JOIST STUDS IF HEADER ABOVE SIMPSON ACE6 CONNECTOR FLOOR JOISTS WITH 8 16d NAILS AT STUD AND 6 16d NAILS AT HEADER APPLY TO INTERIOR OR ° EXTERIOR OF FRAME OR USE TP 3Y2' x 7" NAILED TIE PLATE LSTA 24 STR FULL HEIGHT STUDS IF E ALIGNS WITH KIN HERWISE BEND STRAP SECOR}�,FLOOR SIMPSON A33 CLIP AT ° WA ATE C® S LSTA 18 WINDOW SILL PLATE -DOUBLE OR IPL ADER S NG AND SECOND FOR WINDOWS OVER SEE FRA TE OR RAP EAREST 4'-0" WIDE PLANS I FL00� D, MAY BE D jA IXTERIOR WITH SLOT T D AND FLOOR BL USFL BENT CLIP OPT ONOCKING A35 BENT EXISTING 2 X 4 STUDS < CLIP AT ADD NEW KING STUDS SILL PLATE �Q EACH STUD AS REQUIRED LE FOR ALL ,< ENINGS OVER 5'-0" LOOR JOISTS NOTE: O ° A35 BENT CLIP ° I ALL STRAPS AND FASTENERS OPTION AT INTERIOR SHALL BE APPLIED TO THE O (SEE DETAIL) o ° o FACE OF PLYWOOD AT EXISTING 0 I 0 WALLS, OR OPTIONAL BENT A35 o CLIP DETAIL AT INTERIOR o °° o LSTA 18 STR 'o o HEIGHT STU BENT CLIP ° SIMPSON SDS J"x 3" RIM JOIST STRONG DRIVE POWER Q SCREW AT EACH CLIP INTO RIM JOIST Q — 2 x 6 P.T. SILL RIM JOIST FULL HEIGHT STUD NO '� OPTIONAL PROVIDE ADDITIONAL FUL GHT 0" MAX.) A 3 5 BENT STUDS AS NOTED: HEADE PENMS LESS LESS THAN 3 FEET: 1 — 2 x 6\ CLIP DETAIL 3 FEET TO 5 FEET: 2 — 2 x F 5 FEET TO 8 FEET: 3 — 2 x 6 5/8"0 x 18" LONG HOOKED AS VIEWED FROM INTERIOR ALL STUD HEIGHTS OVER 8'-0" AND OPEN GABLE ANCHOR BOLT WITH 3" x 1/4" WALLS MUST BE ENGINEERED. SQUARE WASHER ® 36"o.c. MAX. AND 12" MAX. FROM CORNERS ANCHOR BOLTS AND TYPICAL DETAIL FOR STUDS AT DOOR AND WINDOW HEADERS AT 2 x 6 EXTERIOR WALL OPENINGS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING 1ssue —27 ate 2-27-12 SE 1020 PLAIN STREET, SUITE 240 drawing number MARSHFIELD, MASSACHUSETTS — S 12 TEL. 781-834-0085 FAX. 781-834-1357 sheet 12 of 16 ROOF RAFTERS 3/4" FLOOR SIMPSON ACE6 CONNECTOR SHEATHING WITH 8 16d NAILS AT STUD AND 6 16d NAILS AT HEADER APPLY TO INTERIOR OR ATTIC JOISTS EXTERIOR OF FRAME OR USE D TP 3Y2' x 7" NAILED TIE PLATE TRIPLE HEADER (BY OTHERS) \ LST 20 TWIST T O FULL HEIG ND \ SIMPSON A33 CLIP AT WINDOW RAFTERS A 6 SFR� SILL PLATE FOR WINDOWS OVER O BENT P PL EJ 4'-0" WIDE S A DO ALIGN WIT UDS BE ES)� IN T OF FRAME. FULL HEIGHT STUD A35,CB T OPTION (SEE NOTE BELOW) wi D ATE \\ D ALL (�V E VER 5'-0" 00I QTSTS D \ BAND BOARD A35 BENT CLIP OPTION AT INTERIOR (SEE DETAIL) ° i 0 A35 BENT ° SEE DETAILS FOR STUDS CLIP AT U o ° AND STRAPS FOR WALLS EACH STUD ° o WITH WINDOWS AND DOORS 8 TRAP ° BELOW IGHT S �I o BE IP ' o ° ° 0 ION l- o FULL HEIGHT STUD NOTE: RIM JOIST ° PROVIDE ADDITIONAL F E T (8' ZMAX.) SIMPSON SDS J"x 3" STUDS AS NOTED: HEA�PENIN S_ STRONG DRIVE POWER LESS THAN 3 FEET: 1 6 O'� SCREW AT EACH CLIP 3 FEET TO 5 FEET: 2 — 2 x INTO RIM JOIST 5 FEET TO 8 FEET: 3 — 2 x� RIM JOIST ALL STUD HEIGHTS OVER 8'-0" AND OPEN GABLE OPTIONAL WALLS MUST BE ENGINEERED. A35 BENT TYPICAL DETAIL FOR STUDS AT DOOR AND CLIP DETAIL WINDOW HEADERS AT 2 x 6 EXTERIOR WALL AS VIEWED FROM INTERIOR OPENINGS BELOW ROOF SHOWN AT SECOND STORY BELOW ROOF. SIMILAR FOR ONE STORY ON FOUNDATION WALL DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING 1ssue do -2 -1 2-272 S 1020 PLAIN STREET, SUITE 240 drawing number E MARSHFIELD, MASSACHUSETTS — S 13 TEL. 781-834-0085 FAX. 781-834-1357 sne.f 13 of 16 i ROOF SHEATHING ROOF SHEATHING ROOF RAFTER ROOF RAFTER SIMPSON H2A CONNECT SIMPSON H 2.5A TO EACH RAFTER AND CONNECTOR AT EACH STUD RAFTER 2 x 4 (MIN) SCREWED • INTO JOISTS AND BAND OARD WITH SDS 1/4" CEILING JOIST FULLY x " SCREWS ® 16"o.c. SPIKE TO RAFTER SHEATHING TO EXTEND TO TOP PLATE THING TO EXTEND WITH 6-10d SPIKES 0 TOILATE SIMPSON LTSA 16 S ' (FILING JOIST PSCSTA 24 BENT BENT 3" OVER TOP 3' TOP PLATE OR WALL STUDS STRAP CONNE T L �D TWIST STRAP ALIGN WITH RAA PLATE OR LTS STO FTERS STUDS & R WALL STUDS ECTED TO STUDS & ENDS OF LLS G FTERS AT ENDS OF QQ ` SHEAR WALLS TYPICAL ROOF HOLD T OOF HOLD DOWN ON WALL PLATE A SHOE SCALE: 1/2" -- 1' O SC /2" = 1'-0" RIDG OQUIRED ON LSTA 18 (1 1/4" X 18") BO STRAP ® 16" o.c. ON RAFTERS FOR CATHEDRAL CEILINGS 1 x 6 OR 2 x 4 COLLAR WHERE COLLAR TIES ARE NOT PRESENT (COLLAR BEAM) ® 4'— o. LOCATED IN THE UPP i OF ATTIC SPACE 5/8" PLYWOOD SHEATHING FULLY SPIKE CEILING JOIST TO RAFTER WITH RAFTER 5-8d NAILS 6 — 10d SPIKES j 310PLYWOOD SHEATHING CEILING JOIST2ALLEL TO RAFTERS ® 16" o.c. SIMPSON H2A CONNECTOR LAP AND FULLY SPIKE AT EACH RAFTER TYPICAL CROSS - SECTION THRU ROOF DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number 2012015 STRUCTURES ENGINEERING 2ssue date 27 1-27-1 12 S 1020 PLAIN STREET, SUITE 240 drawing number E MARSHFIELD, MASSACHUSETTS — S 14 TEL. 781 -834-0085 FAX. 781 -834-1357 ,„..t 14 of 16 0 LVL POST WITH METAL CAP & BASE CONNECTORS' TRUCTURAL LVL RIDGE BEAM \; DORMER ROOF BEYOND O SIMPSON A 34 CLIP 12 3 — 13'a" x 9X�" L �\ EACH SIDE OF KING STUD 12 \� ROOF RAFTER SIMP IPS��. (SEE ARCH DWGS) BC P E l' ON OR 6�AT RIOR INTERIOR 2 x 6 TOP WALL PLATE FULLY SPIKED TO END RAFTER 4 LVL POST DORMER WALL DOUBLE 2 x 6 BEYOND JACK STUDS 2-2 x 6 FULL HEIGHT 2 x 6 0 16"o.c (TYP). KING STUD EACH END H2.5 CLIPS AT EACH RAFTER EACH END LSTA 18 STRAP (3" x 18") BENT 2 x 6 SILL PLATE OVER TOP OF SHOE BAND/CEILING JOISTS STA 18 STRAP AT FULL HEIGHT O STUDS AT EXTERIOR OR A35 CUP BENT & NAILED AT EACH SIDE AT t/ INTERIOR SEE TYPICAL WINDOW 24'-0" DETAIL. O Q�LE WALL WITH �[)aj!LLE WINDOW FRAMING �O (SINGLE WINDOW DETAIL SIMILAR) DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA Job number 2012015 STRUCTURES ENGINEERING Issued°te 2-27-12 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — S 15 TEL. 781-834-0085 FAX. 781-834-1357 ,hoe 15 of 16 En J_ Q H W 0 Z 0 52'-0" 26'-0" 0 J O of 0 W � O O O W Uj O O W J N J .Q �3 0 �_ N QN W ,!\ N 0 \ Q Ll o WGARAGE SHEAR WALL o �J SEE S-5 FOR DETAILS z0 ``<^ Li J z `�� Q LO N ANCHOR -0" V' 26'-0" w v>0 ONS AT EACH 2O W o W- RNER AS SHOWN 00 a�- E S-4 FOR @ of 0J Q ETAILS � o F a o ':gHEAR WALLS ALL _J W J I AROUND SEE S-2 M a o) FOR DETAILS m J d to Q<0 Q W 0 �N 00 U p \ U Z v Q Q Z 2' 0„ ON W O \V/\/• t O ooa O I O Z� ,/\ N =Q Q \ N Ld N3 ply N 0 O W W acWi>v=i N ri tFLOOR PLAN INFORMATION TAKEN FROM p A PLAN PREPARED BY Z 32'-0" ERT ARCHITECTS, INC. HOLDOWN ANCHOR LOCATION PLAN BILODEAU, 235 WIANNO AVENUE, OSTERVILLE, MA job number 2012015 STRUCTURES ENGINEERING Issued°te 2-27-12 1020 PLAIN STREET, SUITE 240 drawing number SE MARSHFIELD, MASSACHUSETTS — S 16 TEL. 781 -834-0085 FAX. 781-834-1357 shoo, 16 a, 16 e Commonweara of Massachusetts Deparbnent of fi dusMd Accidents ' Office of Inveskgafions 600 Washington Street Boston,MA 02111 www-Mass.gov/dda Workers' Compensation Insurance Affidavit:guilders/Contractors/Electricians/Plumbers A ficant Information Please Print Lpeibly Name (Business/orprrizationdn&viduai): Address: City/State/Zip: Z�6 A,re�p a an employer? Check the appropriate be ' 1.LjQ I m a employer with� 4. I sm a general contractor and I �;;ew pr 'ect(required): employees(full andbrOart=time),* have hired the sub-contractors 6 construction 2. 1 am a sole proprietor or partner- listed on the attached sheet; 7, ling- ship and have no employees These sub-contractors have o� working for me in any capacity. employees and have workers' 8• Demolition [No workers' comp• insurance comp.insurance.$: 9• Building addition . 3.❑ required.] 5. ❑ We are a corporation and its 10.[]Electrical repairs or additions I am a homeowner doing aIl work officers have exercised their myself. [No workers' comp. right of exemption per MCL 11.❑Plumbing repairs or additions 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#1 must also M out the section below showing then workers' t Homeowners who submit this affidavit indicating they are compensation policy information, t—C ntractors that check this box must attached an additional sheet showing woff then hire outside contractors must submit a new affidavit indicating such. employees, If the sub-contowturs have to p �e of the sob-contractors and state whether or not those entities have �P Yam,they most provide,their workers'comp.policy number, I am an employer that is providing workers'compensation insurance for my e information, nrloyees. Below is the poficy and job site Insurance Company Name: ) Policy#or Self-ins.Lic.# I�j C r.,,, �A (O ` l � Expiration Date: "— j Job Site Address:_` �l )AtO �1hz ` Attach a copy of the workers, compensation policy declaration page(showing y//e�h�cy n a'��f [C Failure to secure coverage as required under Section 25A of MGL c;152 can lead to the imposition of.and expiration date), fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of�a STOP WORK ORDER al and and pen ties a fine of up to$250.00 a day against the violator. Be advised that a c of this Investigations of the DIA for inarrrtm copy statement may be forwarded to the Office of ce coverage verification I do her a pairs and enalties o P fPe1ja that the information provided above is true and correct Si Date: r Phone#: Official use only, Do not write in this area, to be completed by city or town official City or Town: PetmiitlLicense# Issuing Authority(circle one): L Board of Health 2.Building Department 3. City/Town Cl 6. Other erk 4.Electrical Inspector 5.Plumbing Inspector Contact Person: I Phone#: TOWN OF BARNSTABLE 7012 I1,91 28 AM 8: 21 DjVT jCj' nationalgrid March 28, 2012 Attention: Peter Bilodean Re: 8 Woodland Ave. aka 7 Woodland Ave aka 7 Sylvan Ln -0sterville. win This letter is to notify you that the gas service to 8 Woodland Ave, aka 7 Woodland Ave, aka 7 Sylvan Ln, Ostecville, MA. has been cut at the valve on 03/27/2012. Sincerely, Diane E. Camara - National Grid Gas Customer Fulfillment 40 Sylvan Road E-2 Waltham, Ma 02451 781-907-2927 Mar. 19. 2012 11 :06AM NSTAR-SUMSW3 No. 5897 P. 2/2 NSTARNSTAR Et x Gas Company One NSTAR Way,Westwood,Massachusetts 02090.9230 EL EC TR/C GAS TOXIN OF BARNSTABLE' Z012 flAR 28 AN 8: 21 March 19, 2012 DIVISION Peter J. Bilodeau 7 Woodland Ave Osterville, Ma 02655 RE: 7 Woodland Ave, Osterville, Ma 02655 Dear Peter J. Bilodeau: This letter will serve as confirmation that the electric service at 7 Woodland Ave, Osterville, Ma 02655, has been removed as of 03/19/12. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Since ly, ar a e orates New Connections Office CIC=NewTemplate Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 °sr www.commwater.com OFFICE OF u WATER BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT DEFT.�y TEL.No.508-428-6691 N FAX.No.508-428-3508 �+ —4 March 7, 2012 N O*} x C:) CCU to Town of Barnstable Building Dept. ti 367 Main Street NJ rn Hyannis, MA 02601 Re: Account#214 Peter& Laura B. Bilodeau 8 Woodland Avenue Osterville, MA Gentlemen: On Wednesday, March 7, 2012 we disconnected the water service at,the curb stop for the property mentioned above. It is our understanding that the owner plans to demolish the house, rebuild and will have a new water service line. installed at a later date. If you have any questions, please call our office at 508-428-6691. Very truly yours, Craig Cr er Supe " endent CCJW IVME Town of Barnstable Regulatory Services t BARNCI'1 R_i.y. s K M- Thomas F. Geiler,Director f6 3p. A. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstab le.ma.us Office: 508-862-403 8 Fax: 508-790-623, Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject 1 property hereby authorize 7 to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) �2U T(� F _ — � -- iIelz 4ignan= of Owner Date Print Name If Property Owner is applying for permit please complete the Homeb#ners License Exemption Form on-the reverse side. i Town of Barnstable o Regulatory Services • . Thomas F. Geiler, Director uxxsntst,E. 16.1 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.b.arnstable.ma.us Office: 508-86 -4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXE TION Plense Print DATE: JOB LOCATION: number street village "HOMEOWNER": name hom phone# work phone# CURRENT MAILING ADDRESS: /ual state rip code The current exemption for"homee nded to include owner-occupied dwellings of six units or less and to allow homeowneis to engage anal r hire who does not possess a license,provided that the owner acts as supervisor. E ION'OF HOMEOWNER' Persons)who owns a parcel of lah he/sh es ides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, ar detached tructures accessory to such use and/or farm structures. A person who constructs more than on a two-year eriod shall not be.considered a homeowner. •Such "homeowner"shall submit to the B $tcial on a fo acceptable to the Building Official, that heJshe shall be res onsible for all such work mfoer the buildin e t (Section 109.1.1) The undersigned"homeowner" slimes responsibility for comp\nta ccState Building Code and other applicable codes, bylaws,rule and regulations. The undersigned"home-o er"certifies that hb/she understandsnstable Building Department minimum inspection pro c lures and requirements and that he/shth said procedures and requirements. Signature of Homeowner Approval of Building fficial Note: cc-family dwellings containing 35'000 cubic fbe required to c mply with the State Building ode Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The de 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 bomeowners 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 ensues 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 fomr/certifreation for use in your community. Barnstable WE Town of Barnstable A®-AmericaCip► .RAJ" • Department of Public Works 382 Falmouth Road, Hyannis MA 02601 http://www.town.bamstable.ma.us 2007 i Mark S.Ells,Director Office: 508-790-6400 Fax: 508-790-6406 Mr. Peter Bilodeau 83 Bunker Hill Road Osterville, MA. 02655 Date: February 14, 2012 Re: Address change for Map 140 Pcl. 138,# 8 Woodland Avenue,Osterville Dear Mr. Bilodeau, , Your request for an address reassignment for the above identified property has-been =:0 o reviewed-by this office. As identified in-the Town of Barnstable's Common Addressco c� Question statement(encl.); ari address can change when the conditions are changed on the property. I would like to point out that the deed reference you provided me v 4as incorrect. I obtained a copy of the transfer deed as Deed Book 26061 Pages 323,328, 9 (encl.) from the Barnstable County Registry of Deeds. As we discussed; there a _ , changes that are required on the property before a new address can be assigned for this property. A copy of your submitted application for a D.P.W. Road Opening Permit to relocate the driveway from Woodland Avenue to Wianno Avenue is enclosed. As I indicated in our conversations,Access is critical in identifying a building in the event of an emergency. Your submitted site plan and road'opening permit meets the requirements to properly identify this property on Wiarino Avenue. Therefore,the address for the property identified above has been changed from#8 Woodland Avenue to#235 Wianno Avenue, Osterville. I have updated the town files to reflect this change. Please contact me during regular business hours at(508) 790-6400 x4942 if you require further assistance with this notice. Sinc e , �14 Frank Sc egel E911 Data Liaison Engineering Records Manager frank.schlegel@town.barnstable.ma.us T' ' �� Town of Barnstable • MAM • Department of Public Works 6sq.6 382 Falmouth Road,Hyannis MA 02601 http://www.town.bamstable.ma.us Office: 508-790-6400 Mark S.Ells,Director Fax: 508-790-6406 Roger Parsons,PE.Town Engineer SUBJECT: Numbering of Buildings Map No. l 0 Parcel No. Date:AZA i�� �2 6i Dear Property Owner, Notice is hereby given in accordance with the General Ordinances of the Town of Barnstable, Chapter III,Article V, Numbering of Buildings, adopted March 3,1931,revised July 21,1994, public convenience and necessity requires the assignment of number Z3-:;' for your property located on 6"0i; ,-ytUc r�(�n,6:� C` : Y .4t g5r STREET NAME - - VILLAGE This number should be affixed to your building so that it is visible from the street as outlined in Exhibit"E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Please contact Mr.Frank Schlegel at the Engineering Division at(508) 790-6400 x-4942 and be prepared to provide all telephone numbers at this location so that your E-911 account records can be confirmed when the correct building number is posted. Roger Parsons,P.E. Town Engineer end.: V"T.O.B. Rules &Regs.* ommon Questions —flSite Map _ Assessors Change Form i ParcelE4it Page 1 of 1 THE 07 Logged In As: Parcel Thursday, March 1 2012 Frank Schlegel Application Center Road System Resorts Road System The record has been updated. Parcel Detail Parcel ID: 140138 i Sewer Acct: I.. T/R Update; Devel Lot: i Owner: JCRAIG, PETER GOODWIN & SUSAN TRS Co Owner: J%BILODEAU, LAURA B TR Street: IFRANICK REALTY TRUST I City: JOSTERVILYE _ j State: MA Zip: 02655- --------------- Location: 235 i WIANNO AVENUE '`" village: Ostervllle Road Index: 1832 ' PH Frontage: 0052 - To set road; you can also enter road index and tab out of field. ry SYLVAN LANE Seconds Road: rxr.. Sec Index: 11679 Sec Fronts a 0126 9 , Visions Location: 18 WOODLAND AVENUE Last Updated: 3/1/2012 9:04:36 AM 1 I --------------- No. Bldgs: Account No: 175475. Lot Size(acres): 0.41000918 State Class: 11010 ; Year Added: 1940 1 Fire Dist: 3 Deed Date: 6/29/2007 i Deed Ref: 22151/219 Land Value: 407900 Bldgs Value: 73300 j Extra Features: 10500 t --------------- Condo Complex: i Building: Unit: Update i o eau Builders Inc. - p. Mat. 19. lUll I I : UoAm N IAK-aMm C nu. :)o7r r. iit TOWN! OF BARNSTABLE 2012 MAR 19 PH 3: 56 en, NSTA" EL5CT- , f0 CA DIVI'MON ENERGY FFFICI5NCY FAX # '181-441.8721 Fax Correspondonce Date: 00 �>C PIJ � Fax NumberY �< TO_ a Pages to follow(including this cover): � o C) . .............. 7/' 6 � � Bilodeau u�Tc. - 561-743- 711 P• Mar. 19. JV I L I I : UDAH fVJ I AK—JUIV) NO. )0 1 r. L/L NSTARNSTAR Gas Company EL EC TA/C One NSTAR W AR Wayy.YJeshMood,Masmchuselts 02tI40.9290 GAS TOWN Of BARNSTABLE ZQ12 Via ? 19 P, 3: 56 March 19, 2012 DIVISION Peter J. Bilodeau 7 Woodland Ave Osterville, Ma 02655 j RE: 7 Woodland Ave, Ostervilie, Ma 02656 Dear Peter J. Bilodeau: This letter will serve as confirmation that the electric service at 7 Woodland Ave, Osterville, Ma 02655, has been removed as of 03/19/12. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at (888)633-3797. Since- ly, 1� � y ' ar aine ortes New Connections Office rACMa NewTemplate BILODEAU BUILDERS INC. 83 Bunker Hill Road Osterville, MA 02655 508-428-2978 Cell: 508-362-0550 Peter J. Bilodeau, president March 1, 2012 TO: Town of Barnstable Building Department As per my phone conversation with Thomas Perry, I am submitting my demo and rebuild permit application prior to having the utilities disconnected. For Building Permit Review, I understand that no permits will be issued until all the utilities have been disconnected from the house and disconnection letters have been submitted for 8 Woodland Ave, Osterville, MA to the Building Department. The new address after demolition will be 235 Wianno Ave, Osterville per letter submitted and road cut permit assigned by the Town of Barnstable D.P.W. Sincerely, t • Peter J. Bilodeau i Town of Barnstable Department of Public Works � � P.� M 382 Falmouth Road, Hyannis MA 02601 http://www.town.bamstable.ma.us Office: 508-790-6400 Mark S.Ells,Director Fax: 508-790=6406 Roger Parsons,PE.Town Engineer SUBJECT: Numbering of Buildings Map No. l jG Parcel No. i 5 A Date:)c2 A i-l-, Z-26i Dear Property Owner, Notice is hereby given in accordance with the General Ordinances of the Town of Barnstable, Chapter III,Article V, Numbering of Buildings, adopted March 3,1931,revised July 21,1994, public convenience and necessity requires the assignment of number Z3� for your property located on 4.'Qi;4jUjUc AV.A ►2:.s�uler STREET NAME - VILLAGE This number should be affixed to your building so that it is visible from the street as outlined in Exhibit"E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Please contact Mr. Frank Schlegel at the Engineering Division at(508) 790-6400 x-4942 and be prepared to provide all telephone numbers at this location so theft your E-911 account records can be confirmed when the correct building number is posted. Roger Parsons,P.E. Town Engineer encl. T.O.B.Rules &Regs. Common Questions _ Site Map _ Assessors Change Form Peter Bilodeau 8 Woodland Ave, Osterville 508-362-0550 COMM WATER Hand delivered February 29, 2012 To Whom It May Concern: I would like to have the water service disconnected for the purpose of demolishing/rebuilding the house. I will have the water service reconnected at a later date. Please contact me at 508-362-0550 to coordinate this. Thank you for your time. Sincerer Peter-$i odeau nationalg rid Request for Service Cut-Off and Demo Sian-0ff The following information is necessary before National Grid can initiate a service cut-off or can provide a gas utility sign- off for a demolition request. Please provide the information listed below. You will be notified by mail or fax if the building identified does not have a gas service. If the building identified has a gas service,the gas service will be cut-off. Once the service is cut-off you will be notified by mail or fax. The notice may be used to satisfy the demolition permit requirement for gas utility sign-off purposes.If you have any questions or would like to speak to a company representative regarding this matter, please call(781)907-3960, and leave your name and phone number. Requests can be faxed to (781)522-1058 or mailed to: National Grid 40 Sylvan Road Waftham,MA 02451 Attn:Sales Fulfillment t Company Name(if applicable) I LE-7P 4,- —FKc—_✓— Name of Contact Person C� Mailing Address �- Phone Number of Contact Person � mbar of Contact Person E 2 7 Earliest cut-off date:(see Note) �j --2— (NOTE:Because National Grid may need to obtain a permit approval for any excavation work required,the requested cut- off may require up to 30 days.) Address of demolition and/or service(cutoff p�• ( t �f��A-V 15- City/Town I/ iA— Is the service cut-off request due to a demolition?(Circle One) NO Y Is this the only building located at this address?(Circle One) NO Y If there is more than one building at this address,please provide a sketch below dearly indicating all buildings and draw an W in the box that pertains to the request SKETCH: E, The lead-time required for installation of a gas service Is typically 6 to 8 weeks. If it Is anticipated that gas is to be used at this location in the future,the owner must notify Sales Fulfillment group(781-907-2921)as soon as possible to make arrangements for gas service installation. Please note that the customer wail assume the cost of service reconnection or service installation. By signing below,I certify that I am the owner of the property or that I have been authorized by the owner of the property to act as the owners agent in requesting this cutoff. If It Is determined that I was not,in fact,authorized to request this cutoff,I shall defend,indemnify,and hold Boston Gas Company d/b/a National Grid,Colonial Gas Company d/b/a National Grid and Essex Gas Company d/b/a National Grid(National Grid)harmless against any costs and liabilities arising out of or related to this cutoff request,Including,without limitation,reimbursing National Grid for its costs related to cutting off and reinstating service." Owner/Agent Signature: Date: — 2— Nationalgrid Supv Signature: Cut off Date: TO: NStar FROM: Laura and Peter Bilodeau RE: 7 Woodland Ave, Osterville, MA 02655 March 1, 2012 As the owners of 7 Woodland Avenue in Osterville (Barnstable), MA, we would like NStar to disconnect and remove service as of today March 1, 2012. The meter number is 59644049. We are going to demolish the home and build a new one. Our phone number is 508-362-0550 and our fax number is 508-428-2978. Please email us a letter of disconnect. Our email is bbinc3620550@yahoo.com Thank you. Laura B Bilodeau Peter J Bilodeau 83 Bunker Hill Rd. Osterville, MA 02655 40. rxpiLrST � r� .. RETURN TO: Mr.and Mrs.Peter Bilodeau 83 Bunker Hill Road 'i' Osterville,MA 02655 ..:, QUITCLAIM DEED We, CHRISTOPHER P. CRAIG, DOUGLAS H. CRAIG, JONATHAN R. CRAIG, and PETER GOODWIN CRAIG and SUSAN CRAIG, Trustees of the SUSAN CRAIG AND PETER GOODWIN CRAIG REVOCABLE TRUST u/d/t dated March 1, 2005, notice of which is recorded at the Barnstable County,Registry of Deeds with a Quitclaim Deed dated June 15, 2007, in Book 22151, Page 219, all of Connecticut, for consideration paid and in full consideration of Five Hundred Thousand ($500,000.00) Dollars, grant to LAURA B. BILODEAU, Trustee of FRANICK REALTY TRUST u/d/t dated May 8, 2003, recorded with the Barnstable County Registry of Deeds, Land Registration Office, as Document #919,720, of 83 Bunker Hill Road, Osterville, Massachusetts b2655, F with QUITCLAIM COVENANTS That certain piece or parcel of land situated'on Woodland Avenue in the Village of Osterville, Town of Barnstable, County of Barnstable, Commonwealth of Massachusetts, bounded and described on Exhibit A attached hereto. Being the same premises conveyed to Peter G. Craig, Christopher P. Craig, Douglas H. Craig and.Jonathan R. Craig by deed of Frederick W. Craig dated February 11, 1992, recorded with the Barnstable County Registry of Deeds in Book 7881, Page 77. See also deed of Peter G. Craig to Peter Goodwin Craig and Susan Craig, Trustees of the Susan Craig and Peter Goodwin Craig Revocable Trust, dated June 15, 2007, recorded with said Registry of Deeds in Book 22151, Page 219. PROPERTY LOCATION: 8 WOODLAND AVENUE, OSTERVILLE, MASSACHUSETTS Ar'+uti :f f7i / l j 3 Woodland Avenue, Oster vtli'e�Js,� eltsetfs t ; :r <• s %;. yid `& a rx PARC1= A ce- #r et of Jand, together with the builds i�sit#�ereo tated on Woodland.Avenue in the Village vf=Osterville-, 'Town of ' Barnstable.- ;Cou.Tf of Barnstable, 'Commonwealth of Vlassac rusetts, bounded and described as fiollo Beginning at a stake near the Road, in tl 6.116, east comer, running in a westerly direction along land now or formerly of Mrs.' Mary Lovell's rrs,wne hundred thirty-two (132) feet, more or less; to a stake and.- starves blr dre d t;fi. irresacexs #-her-ly-'by; tang fw-m..erly of HeM,.E. Crocker, now or formerly of Bertha Y. Chadwtcfr�re hundred (100) feet to a stake and stones on Woodland Avenue; thence easterly along, ©rth4srde of said Avenue, one.hundred thirty- five (T35)'feet, more or Mess,."to a stake ana,°stor;esty-tine Road; thence northerly along the highway, one hundred (100) feet to the staftrngFpornt( This tract contains 13,350 square feet, more or less. 3NA- " t4 L. PARCEL ` ��, �sML ✓ys A certain piece of land on the westerly side ofl: anno Avenue, bounded and described as follows: `42 a e aeginning at'a stake and' stones at the;,-northwest comer of`land formerly of Sarah H.' Boulf; thence runs about South 86-1/20 East one;U,_14 red forty-five (145) feet to a stake and stones in era old ridge tF�e easferJy side oaf- wru l5 rya }°leading--to-Wian theriee%riw rs about.North 9= West by the center of said ridge and land novu or formerly of one Tallman to the westerly side of Wianno Avenue; thence runs North 320 East, sixty (60) feet by Wianno Avenue to a stake and -stores;.thence'-runs Wes#:-by JwW.+now�r fer-r w-fy�ef.Adelaide.t_. B.earse about one hundred forty (140) feet to the first-mentioned bound and point of beginning. Reserving to the public air regal rights'or way at may possess over said*Road. Said measurements are all given as more or less. The above-described premises containing about hventy-six (26)square rods, more or Jess. Subject to and with the benefit of easements, restrictions, rights, reservations of record, insofar as the same are in force and applicable. I i ' JDB BIc-o U - 2 wtAluNo s>•vE. we STRUCTURES ENGINEERING I OF �g 1020 Plain St. Suite 240 SHEET NO. MARSHFIELD, MA 02050 CALCULATED BY I Q J DATE 2-27-IZ (781) 834-0085 Fax (781) 834-1357 CHECKED BY DATE CE(lT(F I ED 0 e?rM C 1.!-c�L IZ D�15 BEAM NOTESc... ...................._. I. BEAMS HAVE BEEN DESIGNED BASED ON DRAWINGS PREPARED BY E. ARCHITECTS,INC.. .......... ..........:......... _._.. . 2. BEAMS MUST BE LATERALLY BRACED$Y FLOOR OR ROOF FRAMING OR TIE BEAMS.' ......... ... ... : . . . .......... : ......;. ....._.;. .._.:. 3. PROPERLY AND;ADEQUATELY' SUPPORT ;BEAMS- AT EACH: END. LVL POSTS. OR WELDED;STEEL: COLUMNS SUPPORTING STET✓L BEAMS ARE TO TO BE SECURED BE DESIGNED BY OTHERS AND ARE TO THE BEAMS,FRAMING AND/OR FOUNDATIONS.; ........€.. ..... ..... .... ..... ..... ..... ..... :.._4... .CAPABILITY OF :THE STRUCTURE :OR FOUNDATION;TO SUPPORT THE APPLIED LOADS..IS..TO..BE .......... VERIFIED; PRIOR: TO, BEAM: INSTALLATION. MODIFICATIONS OR NEW FOUNDATIONS ARE TO BE. :.........:.... NSTRUCTED AS NECESSARY TO-SUPPORT AI L-LOADS_ .... ....; ....:.... ....... CO U.CTURES..ENGINEER1NG-IS ONLY-RESPONSIBLE TOR THE DESIGN OF BEAMS. ALL OTHER ITEMS .........,.. 5.; STR , AND CONDITIONS ARE THE RESPONSIBILITY OF OTHERS. REFER TO STRUCTURES ENGINEERING'S CERTIFIED WIND'DESIGN DETAIL DRAWINGSFORADDITIOrTAL INFORMATION ........ ......... ......... ............ ..... ..... ..... STRUCTURAL STEEL NOTES: Al L STEEL SHALL BE NEW STEEL CONFORMING .0 THE; A:LS:C SPECIFICATIONS `FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND_AS.T.M.._--.GRADE._50........ . ... ...... ............. . ...:................_.._...........,..........,...........>....... ...> .. € ' STEEL BEAMS :ARE TO BE SUPPORTED'BY "TS" DESIGNATED.....TIJBE..STEEL....-(QR...._STEEL..._PIPE.. ....-. 2., ALL .............<...... ...:.. .....:. ....... ...... . :. COLUMNS) DESIGNED BY OTHERS CONFORMING TO THE A.I S C SPECIFICATIONS FOR DESIGN, FABRCATION,AND ERECTION-OF STRUCTURAL STEEL FOR-BUILDINGS ANll A:S:T:M: SPECIFICATION A500,GRADE;'B",WITH A MINIMUM:YIELD STRESS OF 46 KSI. ..... ...... ..... .......... ............ ...................... : ..3...,....ALL S HOP...AN.D....FIELD....WELpS SHOWN SHALL-BE-MADE BY APPROVED-CERTIFIED WELDERS AND SHALL CONFORM TO THE A.W.S. CODE FOR;BUILDINGS. ALL WELDS SHALL;DEVELOP :THE FULL STRENGTH OF THE MATERIAL BEING"WELDED.USE EXX 70 ELECTRODES 4: NO PERIvIANENT"CONNECTIONS:'SHOULD"BE MADE UP UNTIT THE STRUCTURE HAS BEEN PROPERLY ALIGNED-1PR`VIISE TEMPORARY_BRACING..AS.REQtM_kEA.......... ........ .... ......... .... _..........:............:..._ ......... .......;........_0.........:............,...... ; E.FABRICATOR IS RESPONSIBLE FOR.FINAL_CQNNECTION DE?I'ALLS.ANDOE.SIGN...IN.ACCOR.DANCE... ...... 5. : STEE...: .......... WITH HE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S.C. :DE tAI ING MANUAL. SUBMIT SHOP DRAWINGS FOR REVIEW`PRIOR TO FABRICATION:. ..: .... ... 6: USE'/�" CAS PLATES-ANM BASE PLATES FULLY.WELDED ALL AROUND AT COLUMNS WITH A.'....... .... 3/16"FILLET WELD. THE;COLUMN BASE PLATES ARE TO HAVE 4-5/8 INCH DI AMETEIt X 18 IN LONG._._._.. .... ..... .;. .. . € ANCIiOR BOLTS-INTO THE FOUNDATION SET ON SMOOTH CONCRETE OR HIGH STRENGTH GROUT. ........;. . 7:.`....ALL STEEL SHALL HAVE TWO COATS OF RUST-INHIBITIVE PRIME PAINT. TOUCH UP ALL WELDS, ...SCRATCHES..OR SCRAPES_IRPAINT AFTER ERECTION,......;.......... ............ ......... 8.. . WHERE JOISTS FRAME TO TIIE TOP OF BEAM'USE-A 2X8ITOP NAILER THRU BOLTED_WI tTt 1%2 INCH .._DIAMETER._BOLT$_.STAGGERED..AT.24...INCHES:ON..CENTERS..INTO...TIIE..TOP..BEAM.FLANGE.-JOISTS-ARE ---- . TO BE FASTENED TO THE TOP NAILER WITH SIMPSON H4 HURRICANE CLIPS. WHERE JOISTS FLUSH; FRAME TO THE SIDES OF...`I ..BED;USE FUL) =DEM WEB I$LOCKING.FLUSH TO_-'HE;SIDES OF THE BEAM;AND FASTEN WITH 5/8 INCH DIAMETER:THRU-BOLTS._AT.24..INCHES ON.OENTEILS .STA.G.G.EItED. .......... TOP AND BOTTOM.FRAME THE JOISTS TO THE BLOCKING WITH)O. I IANGERS. ......... ....... ..... _ .. s.. i._.._........ ........ ....... i ...... Boa Lo EA(J- 23 S W r/EAHJ O Av6. STRUCTURES ENGINEERING 2 is 1020 Plain St. Suite 240 SHEET NO. OF MARSHFIELD, MA 02050 CALCULATED BY DATE 2-27-12- (781) 834-0085 Fax (781) 834-1357 CHECKED BY DATE GATI 1 f Ev 5ZAA cA(Zt1 om 5 ............. . : .._....:..._..: :FRAMING NOTES:: ...... ...... ..... _ . . . 1. ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO 2 OR S.P F (SPRUCE-PINE-FIR)GRADE NO 1 AND 2 OR`APPROVED:EQUAL (UNLESS OTHERWISE:SPECIFIED) AND SNAE L MEE I THE'REQUIREMENTS'OF THE AMERICAN;FOREST AND PAPER ASSOCIATION..THE)v1IN1MUM..ALLOWABLE.-BENDING BE ".1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S I. THE MINIMUM ALLOWABT E MODULUS OF-ELASTICITY(E)SHALL BE 1,400,000 P.S:1: 2: AL LVL'S TO BE BOISE CASCADE VERSA-LAM 3l OOFB OR APPROVED EQUAL.THE MINIMUM ALL. ;_..... .:BENDING..STRESS (Fb)SHALL BE-3100-P.S.I:-ALL:LVL POSTS TO.BE VERSAI AM I:'1 2650-FB OR APPROVED EQUAL:INSTALL LVL'S IN ACCORDANCE! THE MANUFACTURER'S-INSTRUCTIONS. ... ...... _....... Q . = .............:..............................:...........: . .. ... ........:_..-. . . . 3. USE FULLY NAILED METAL CONNECTORS(TECO, SIMPSON,OR LQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR'BEAMS FRAIv1E:TNTO OTHER`JOISTS QR'BEAMS:"PROVIDE METAL POST CAPS AND BASES FOR TSs ..... ...... ALL PO$..... .:................. ..................... ............ . 4: BUIt:T UP BEAMS '(3 PIECES MAX 'UM} USING CONVENTIONAL FRAMING LUMBER SIIAI L BE FULLY DTOGETHER WITH 2-lOD NAILS.AT!12"O.CAND LVL'S WITH 2-16D NAILS;(TOP_AND_BOTTO1Vn,AT l.2",........ SPIKED. O.C, OR AS OTHERWISE NOTED ;ON THE DRAWINGS. ALL BUILT UP LVL'S ALSO TO BE THRU BO LTED --2- '/z:INCH DIAMETER BO>~TS:STAGGERED TOP-AND BOTTOM AT 24". O:C; S 'SON SDS '/4"X3:." MINIMUM SCREWS, TIMBERLINE;,POWER BOLTS @ 16" O.C.; OR AS OTHERWISE RECOMMENDED:BY THE ................. _.......................:.................. .. MANUFAC 17ItER. ........ ..... 5/8" EXTERIO .... .. ... S. USE '/a" TONGUE AND GROOVE STRUCTURAJL GRADE FIR PLYWOOD ItLOOR SHEATHING? R . ..............:. .. STRLICTi7RAT: CItAUE FIR(C D:X:)`PLYWOODROOF SHEATHING;AND %z" EXT`ERIOR STRt)CTURAL GRADE X.) O CKWITLUMBEOOTHER.APPROYED..SUPPORTS °ATWALLS.ALLJATS.. HL . .= .6 .__PROVIDE..._SOLID..._BLOCKING..BETWEEN:_FLOOR. JOISTS .ANDLOR.DOUBLE..ALL. JOISTS...UNDER....EACH......... PARTITION: ........ ......... ........ ..... ...... ?. USE FULLY NAILED METAL CONNECTORS(TECO SIMPSON,:OR EQUAL),JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME IN IO OTHER JOISTS OR-BEAMS I'ROVID T L POST CAPS AND"BASES'FOR' ALL POSTS:PROVIDE SOLID BLOCKING UNDER EACH POST AS REQUIRED..... ..... .. ...... .... ..... ...: ...... ........_...................,.............;............,...........,......... :..... ............:......_. 8. FOR LVI.'S;PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLE:BEAMS OR.HEADERS.:AND.......... .............. .................:........:.......... . ...........:. ....r SOII[7 4X6'OR 6X6 LV) MINIMUM;POSTS FOR TRIPLE,BEAMS OR HEADERS;OR ASOTHERWISE SPECIFIED LAIN....:..................... ...... .......... ..........: .......i ..... ON THE.P .... .... .. :......... ......... ...... . ..:. .. ............ 9. ALL PLYWQOA FLOOR SHEATHING SHALL 13 GL,UED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN..PLYWOOD_ASSOCIATION.(A.P..A):GLOEO-FLOOR.SYSTEM.-.WOAD GLUE TC)-$E COl�i F1 CH, INC.. PL400 SUBFLOOR CONSTRUCTION ADHESIVE;ORAPPROVEI3 EQiJAL. ... .................,.... ...,._.........,.... ..........10..AL L .MANU ACTIJRERED...PLO.OR...I-JOISTS-.TO.BE;DESIGNED BY THE--SUPPL-j.MANUFACTURER SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TUXABRICATION. ...:.... ....... ....... ....:. ..... ...... �|L;OpeAo § ©F |■ . . . . ,. .. w¥ I �\ �q kq . , #�\ OURS I �� � �\ �I [ . � •; u ! � 2 \ I ; o G , - _ - - � b m P. � f \ ) \ k ' i ; ; ■ � \ : [ _ zu © o � A F mte.m t- to tro�tl L9LTn _ iwre LA ;I i. I a •u'o. ; i ttOFt •• .•� ' - ,'>.>:�A MOT O)1 lAHG I> -x I/]'lVL •), AnacF oI�POD�TeQawb' .•Pe••ImR. • A ]Tj D ul J. Hoiix�fRs�aa4�oR LVt x I f r/r•Lvt � __ — I f •% Vi lVL a] II IO. - ! I I� III'.li IIIII'',I, PSL ;ii ,III I'I ;� I.I:• III 1=J_J II I.• III III ii:. I ]•I /.• ]LVL I eox�wua`u�kA+Ace ,t ''II II II I IIIi. ; 7X1 DauNDwc DALL , TI Na'X In LVL p00R MB 08A A II li,ll I II' I I _ e/Del.JAR>NDa ' i l l aad fMGQT AV>OR PC.—01—X >R nIXL NQDSmp: g [ •I II I ' I µ�CFCRORDANCE�wITMTMiH[ANDDD FN PAN IET mLS� 0 W Rri4 WIDE 1D ARE • DonsmucnDN w wa N1nD AREAS/00.ONE AND 7wT)FAU0.Y DWELUNDD$$ WNEdER TIDN DEPICTED OR'�tlFIED IN ME CONSTRUCTION DOCUNENiS WIN jl I ��.I.Ifi 'I 1 I•�I ; � � I � I :I[il I..II - >n s/ta•In lvL I I 8 Ili I I. II II LI D PA ,I 'i,I fX• ¢A DALL PA•POOT ADOVB PD�PO>TyyDDL0aaR0R w�•�LOyALLLyYp1BALM l>]T>O 04{IAlD6R TRVLI LVMLO•"LLD c a•mo MBADu A, JNAIUNG i ]Xt afATtnm a e.1�► •voa I1 i 1 d PAtPO AIPD PROPOSED SECOND FLOOR FRAMING PLAN LypB�WOW d1l�N'.'M TQ�TIf ST•RN M O.OLV4� .mow...ea. ...._.•.......a....a ne wrv..wa.•nY nou nfCf.'YM BAOUOM nl LLL POBTD IN a%TERIOR Oatlp>NAI 601W{%<Uwle Ba OTMORBf>a MOICC e> ve |S $ Q a ; 0 2 § § Q U1 AA � q a �f s$ � � �9 \ _- : § \ � � : ■ \ � \ \ �� \ �� \ <j - �� ! - _ � - / ■ ! � � � � . u- Project: Marshfield Location: Bilodeaw,Wianno Ave.,Osterville-First Floor Beam Structures Engineering Uniformly Loaded Floor Beam l 1020 Plain Street,Suite 240 [2006 International Building Code(2005 NDS)] Marshfield,MA 02050 (3)1.75 IN x 9.5 IN x 10.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 219/2012 11:27:02 AM Section Adequate By:89.5% Controlling Factor.Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.14 IN U910 Dead Load 0.08 in Total Load 0.21 IN U589 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1995 lb 1995 lb Dead Load 1087 lb 1087 lb Total Load 3082 lb 3082 lb Bearing Length 0.78 in 0.78 in BEAM DATA Center - Span Length 10.5 ft Unbraced Length-Top 0 ft A -- — -- — —— —1os ft Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values Adiusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 3100 psi Fb'= 3182 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.03 Floor Tributary Width FTW= 2 ft 7.5 ft Shear Stress: Fv= 285 psi FV= 285 psi Wall Load WALL= 50 plf Cd-1.00 BEAM LOADING Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Beam Total Live Load: wL= 380 plf Comp.1 to Grain: Fc 1= 750 psi Fc-L'= 750 psi Beam Total Dead Load: wD= 193 plf Controlling Moment: 8090 ft-lb Beam Self Weight: BSW= 15 pff Total Maximum Load: wT= 587 plf 5.25 ft from left support Created by combining all dead and live loads. Controlling Shear: 2651 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 30.51 in3 78.97 in3 Area(Shear): 13.95 in2 49.88 in2 Moment of Inertia(deflection): 197.92 irt4 375.1 in4 Moment: 8090 ft-lb 20937 ft-lb Shear: 2651 lb 94761b OF 4 16, 4� da!'t1'1 w n (`i�1TtJ -n page Project: Z. Marshfield Location: Bilodeaw,Wianno Ave.,Osterville-First Floor Beam Structures Engineering f a 1020 Plain Street,Suite 240 Uniformly Loaded Floor Beam or [2006 International Building Code(2005 NDS)] Marshfield,MA 02050 (3)1.75 IN x 9.5 IN x 10.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 2/9/2012 11:25:52 AM Section Adequate By.2.4% Controlling Factor: Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.27 IN U461 Dead Load 0.15 in Total Load 0.42 IN U300 Live Load Deflection Criteria:U450 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 3938 lb 3938 lb Dead Load 2111 lb 2111 lb Total Load 6048 lb 6048 lb Bearing Length 1.54 in 1.54 in BEAM DATA Center Span Length 10.5 ft Unbraced length-Top 0 ft — — 10.sr►-.. Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 30 psf 40 psf Bending Stress: Fb= 3100 psi Fb'= 3182 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.03 Floor Tributary Width FTW= 15 ft 7.6 ft Shear Stress: Fv= 285 psi FV= 285 psi Wall Load WALL= 50 plf Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc-1= 750 psi Fc- 1'= 750 psi Beam Total Live Load: wL= plf 388 Beam Total Dead Load_ wD= 388 plf Controlling Moment: 15877 ft-lb Beam Self Weight: BSW= 15 ptf 5.25 ft from left support Total Maximum Load: wT= 1152 plf Created by combining all dead and live loads. Controlling Shear: 5201 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 59.88 in3 78.97 in3 Area(Shear): 27.38 in2 49.88 in2 Moment of Inertia(deflection): 366.22 in4 375.1 in4 Moment: 15877 ftab 20937 ft-lb Shear: 5201 lb 9476lb ' t�+►OF W. eu� ln�s. a-a�-rz • page Project Marshfield Location:Bilodeaw,Wianno Ave.,Osterville-2nd Floor Beam .i Structures Engineering 8 Uniformly Loaded Floor Beam 1020 Plain Street,Suite 240 or [2006 International Building Code(2005 NDS)] Marshfield,.MA 02050 (2)1.75 IN x 16.0 IN x 21.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 202012 1:37:34 PM Section Adequate By:2.8% Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.52 IN U493 Dead Load 0.35 in Total Load 0.87 IN U297 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2795 lb 2795 lb Dead Load 1853 lb 1853 lb Total Load 4648 lb 4648 lb Bearing Length 1.77 in 1.77 in BEAM DATA Center Span Length 21.5 ft --- Unbraced Length-Top 0 ft -- 21.5ft- -- Floor Duration Factor 1-00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values Adiusted Floor Live Load FLL= 20 psf 20 psf Bending Stress: Fb= 3100 psi Fb'= 3002 psi Floor Dead Load FDL= 12 psf 12 psf Cr1=1-00 CF=0.97 Floor Tributary Width FTW= 9.5 ft 3.5 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 0 plf Ctr1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc--L= 750 psi Fc--L'= 750 psi Beam Total Live Load: wL= 260 plf Beam Total Dead Load: wD= 156 pif Controlling Moment: 24981 ft-lb Beam Self Weight BSW= 16 plf 10.75 ft from left support Total Maximum Load: wT= 432 plf Created by combining all dead and live loads. Controlling Shear: 4090 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 99.84 in3 149.33 in3 Area(Shear): 21.53 in2 56 in2 Moment of Inertia(deflection): 1162.6 in4 1194.67 in4 Moment: 24981 ft-lb 37364 ft-lb Shear. 40901b 106401b M CIF s .S?T'it)C.T'.fRA! P� Project: Marshfield Location: Bilodeaw,Wianno Ave.,Osterville-Second Floor Beam Structures Engineering Multi-Loaded Multi-Span Beam 1020 Plain Street,Suite 240 or(S (2006 International Building Code(2005 NDS)] Marshfield,MA 02050 (3)1.75 IN x 9.5 IN x 16.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 2/8/2012 4:45:54 PM Section Adequate By: 10.2% Controlling Factor: Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.49 IN U408 Dead Load 0.26 in Total Load 0.75 IN U265 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1696 lb 1881 lb Dead Load 950 lb 997 lb 't Total Load 2646 lb 2878 lb Bearing Length 0.67 in 0.73 in BEAM DATA Center Span Length 16.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 16.5 ft Live Load Duration Factor 1,00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 195 plf Versa-Lam 3100 Fb-Boise Cascade Uniform Dead Load 98 plf Base Values Adiusted Beam Self Weight 15 plf Bending Stress: Fb= 3100 psi Fb'= 3182 psi Total Uniform Load 308 plf Cd=1.00 CF=1.03 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 360 Ib Modulus of Elasticity: E= 1— 2000 ks; E'_1_ 2000 psi Dead Load 90 lb Comp.1 to Grain: Fc- Location 12.5 ft Controlling Moment* 11385 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 8.58 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 195 ptf Controlling Shear. -2675 ib Left Dead Load 98 plf At a distance d from right support of span 2(Center Span) Right Live Load 0 plf Created by combining all dead loads and lire loads on span(s)2 Right Dead Load 8 plf Load Start 0 ft Comparisons with required sections: Reif d Provided Load End 0 ft Section Modulus: 42.94 m3 78.97 in3 Load Length 0 ft Area(Shear): 14.08 in2 49.88 in2 Moment of Inertia(deflection): 140 1385 ft-lb 375.1 in ft-lb Moment: Shear: -2675 !b 9476 Ib 9F 1(p, .. rf�.ti/r�1ty�.r`Z- � STR.0 L,`IA +1 �G Project: Marshfield Location:Bilodeaw,Wianno Ave.,Osterville Structures Engineering Uniformly Loaded Floor Beam F; 1020 Plain Street,Suite 240 os t 8 [2006 International Building Code(2005 NDS)J Marshfield,MA 02050 (2)1.75 IN x 16.0 IN x 21.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 2/8/2012 11:20:31 AM Section Adequate By:2.8% Controlling Factor:Deflection _71 CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.52 IN U493 Dead Load 0.35 in Total Load 0.87 IN U297 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2795 lb 2795 lb Dead Load 1853 lb 1853 lb Total Load 4648 lb 4648 lb Bearing Length 1.77 in 1.77 in BEAM DATA Center Span Length 21.5 ft _ ._�_..___--�..--•----- Unbraced Length-Top 0 ft --215N- — — — — B- Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values Adiusted Floor Live Load FLL= 20 psf 20 psf Bending Stress: Fb= 3100 psi Fb'= 3002 psi Floor Dead Load FDL= 12 psf 12 psf Cd=1.00 CF=0.97 Floor Tributary Width FTW= 9.5 ft 3.5 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 0 plf Cd=1.00 Modulus of.Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc-1= 750 psi Fc--L = 750 psi Beam Total Live Load: wL= 156 plf " Beam Total Dead Load: wD= 156 plf Controlling Moment: 24981 ft-lb Beam Self Weight: BSW= 16 plf Total Maximum Load: wT= 432 plf 10.75 ft from left support Created by combining all dead and live loads. Controlling Shear: 4090 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 99.84 in3 149-33 in3 Area(Shear): 21.53 in2 56 in2 Moment of Inertia(deflection): 1162.6 in4 1194.67 in4 Moment: 24981 ft4b 37364 ft-lb Shear: 4090lb 10640lb ,r//"� �{rW���.`may ��gqQU�E+EN J1 STIRMTUM page Project: Marshfield q t Location:Bilodeaw,Wianno Ave.,Osterville-Roof Ridge Beam �� , Structures Engineering 1 r., 1020 Plain Street,Suite 240 Roof Beam "' 12006 International Building Code(2005 NDS)j Marshfield,MA 02050 (2)1.75INx11.875INx15.0FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8-0.106.0 2/812012 2:32:21 PM Section Adequate By:39.90/b Controlling Factor:Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.38 IN U475 Dead Load 0.34 in Total Load 0.71 IN U252 Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 2438 lb 2438 lb Dead Load 2159 lb 2159 lb Total Load 4597 lb 4597 tb Bearing Length 1-75 in 1.75 in BEAM DATA J Span Length — — — — — — — —....—_ — — —�sn- Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 12 :12 Roof Duration Factor 1.15 rRoofLive G MATERIAL PROPERTIES Versa-Lam 3100 Fb-Boise Cascade d: LL= 25 psf Base Values Adjusted ad: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3569 psi th: TW= 6.5 ft Cd=1.15 CF=1.00 Sew Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 6.5 ft Comp-1 to Grain: Fc--L= 750 psi Fe--L = 750 psi Wall Load: WALL= 0 mf 17238 ft-lb SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: Adjusted Beam Length: Ladj= 15 ft 7-5 ft from left support Beam Self Weight: BSW= 12 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 325 plf Controlling Shear. 4045 lb Beam Uniform Dead Load: wD_adj= 288 pif At a distance d from support. Total Uniform Load: wT= 613 plf Created by combining all dead and live loads. Comparisons with required sections: Redd Provided Section Modulus: 57.96 in3 82.26 in3 Area(Shear): 18.51 in2 41.56 in2 49.01 in4 488.41 in4 Moment of Inertia(deflection): 317238 ft4b 24466 ft-lb Moment: 4045lb 9081 lb Shear t n 4r STRUCTURAL page Project: Marshfield 4�- Location:Bilodeaw,Wianno Ave.,Osterville-Roof Ridge Beam Structures Engineering o 1020 Plain Street,Suite 240 of�$ Roof Beam Marshfield,MA 02050 [2006 International Building Code(2005 NOS)] (2)1.75 IN x 16.0 IN x 22.0 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 2/8/2012 2:31:02 PM Section Adequate By:7.8% Controlling Factor:Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.72 IN L/368 - Dead Load 0.64 in Total Load 1.36 IN U194 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 3575 lb 3575 lb Dead Load 3213 lb 3213 lb Total Load 6788 lb 6788 lb Bearing Length 2.59 in 2.59 in BEAM DATA Span Length 22 ft --= _ — '-- -- .--'_ Unbraced Length-Top 0 ft — ——22tt---- — — Unbraced Length-Bottom 0 ft Roof Pitch 12 -.12 Roof Duration Factor 1.15 OF LOADING MATERIAL PROPERTIES Side One: Versa-Lam 3100 Fb-Boise Cascade Roof Live Load: LL= 25 psf Base Values Added Roof Dead Load: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3453 psi Tributary Width: TW= 6.5 It Cd=1.15 CF=0.97 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 6.5 ft Comp.-L to Grain: Fc-J-= 750 psi Fc--L = 750 psi Wall Load: WALL= 0 plf rSLO�P�EJ�I�PIT�C�IHIft 22 ADJUSTED LENGTFIS AND LOADSControlling Moment: 37335 ft-lb sted Beam Length: Ladj=11.0 ft from left support m Self Weight: BSW= 16 ptfCreated by combining all dead and live loads. m Uniform Live Load: wL= 325 plfControlling Shear: -5974 Ib m Uniform Dead Load: wD_adj= 292 plf At a distance d from support Total Uniform Load: WT= 617 pif Created by combining all dead and live loads. Comparisons with required sections: Redd Provided Section Modulus: 129.75 in3 149.33 in3 Area(Shear): 27.34 in2 56 in2 Moment of Inertia(deflection): 1108.67 in4 1194.67 in4 Moment: 37335 ft-lb 42969 ft-lb Shear- -5974lb 12236lb F Cyr.. ,IOtfN v¢. r Si1$lCTU �., r a_a7- rz page Project: Marshfield Location:Bilodeaw,Wianno Ave.,Osterville-Roof Ridge Beam 1 Structures Engineering Multi-Loaded Multi-Span Beam � $ 1020 Plain Street,Suite 240 [2006 International Building Code(2005 NDS)] r Marshfield,MA 02050 (2)1.75 IN x 24.0 IN x 23.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 202012 2:23:01 PM Section Inadequate By:1.0% Controlling Factor:Moment I Depth Required 24.12 In. CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.66 IN U424 Dead Load 0.18 in Total Load 0.84 IN U334 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 7924 lb 5587 lb Dead Load 2308 lb 1988 lb Total Load 10232 lb 7574 lb Bearing Length 3.90 in 2.89 in BEAM DATA Center Span Length 23.5 ft Unbraced Length-Top 1.33 ft — Unbraced Length-Bottom 23.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 150 plf Versa-Lam 3100 Fb-Boise Cascade Uniform Dead Load 100 plf Base Values Adiusted Beam Self Weight 25 plf Bending Stress: Fb= 3100 psi FlY= 2845 psi Total Uniform Load 275 plf Cd=1.00 C1=0.99 CF=O.93 Shear Stress: Fv= 285 psi Fv'- 285 psi POINT LOADS-CENTER SPAN Cd=1 00 Load Number One Two Three Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 3176 lb 3405 lb 3405 lb Comp.-L to Grain: Fc- = 750 psi Fc--L = 750 psi Dead Load 290 lb 540 lb 540 lb Location 9 ft 9 ft 9 ft Controlling Moment: 80429 ft-lb 8.93 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 9716 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 339.24 in3 336 in3 Area(Shear): 51.14 in2 84 in2 Moment of Inertia(deflection): 2281.08 in4 4032 in4 Moment: 80429 ft-lb 79661 ft-lb Shear. 9716lb 15960lb � N �4Cy W. n STRUCTIf" a I • E Project: Marshfield OwLocation-Bilodeaw,Wianno Ave.,Osterville-Roof Valley Beam i, Structures Engineering Roof Beam 1020 Plain Street,Suite 240 is [2006 Intemational Building Code(2005 NDS)) `�;�� Marshfield,MA 02050 (2)1.75 IN x 14.0 IN x 17.0 FT (Actual 20.8 FT) Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 2/8/2012 2:03:31 PM Section Adequate By: 19.3% Controlling Factor.Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.87 IN U234 Dead Load 0.22 in Total Load 1.10 IN U186 Live Load Deflection Criteria: U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 4517 lb 3916 lb Dead Load 1397 lb 773 lb Total Load 5914 lb 4689 lb Bearing Length 2.25 in ' 1.79 in BEAM DATA Span Length 17 ft --- Unbraced Length-Top 0 ft — Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 Beam End Elevation Difference 12 ft ROOF LOADING Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf Versa-Lam 3100 Fb-Boise Cascade Roof Dead Load: DL= 15 psf Base Values Adjusted Rafter Length(Hip/Valley): RL= 12 ft Bending Stress: Fb= 3100 psi Fb'= 3504 psi Tributary Width based on half span of rafters. Cd=1.15 CF=0.98 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Rafter Length(HipNalley): RL= 12 ft Comp.-L to Grain: Fc- = 750 psi Fc--L= 750 psi Tributary Width based on half span of rafters. Wall Load: WALL= 0 plf Controlling Moment: 22607 ft-lb 8.5 ft from left support SLOPFJPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj= 20.81 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 14 pff Controlling Shear: 4256 Ib At a distance d from support. Beam Triangular Live Load Adjusted For Slope: TRL= 212 plf Created by combining all dead and live loads. Beam Triangular Dead Load Adjusted For Slope: TRD= 180 plf Beam Uniform Dead Load Adjusted For Slope: wD-adj= 0 plf Comparisons with required sections: Read Provided Section Modulus: 77.41 in3 114.33 in3 Area(Shear): 19.48 in2 49 in2 Moment of inertia(deflection): 671.11 in4 800.33 in4 Moment: 22607 ft-lb 33390 ft-lb Shear: 42561b 10707lb ry J"W. QUEM STRLCTIRAL 2�11 e w X� I • LpageProject: MarshfieldLocation: Bilodeaw,Wianno Ave., Osterville-Roof Ridge Beam 1Structures Engineering Roof Beam .. 1020 Plain Street,Suite 240 (2006 International Building Code(2005 NDS)) Marshfield,MA 02050 (2) 1,75 IN x 11.875 IN x 16.0 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 21812012 2:07:50 PM Section Adequate By:8.2% Controlling Factor:Deflection CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.74 IN U260 Dead Load 0.11 in Total Load 0.85 IN U226 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 4185 lb 3653 lb Dead Load 736 lb 417 lb Total Load 4922 lb 4069 lb Bearing Length 1.87 in 1.55 in BEAM DATA Span Length 16 ft Unbraced Length-Top 0 ft ----_ 16 it — —_.. .._—.... Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: Versa-Lam 3100 Fb-Boise Cascade Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3569 psi Rafter Length(HipNalley): RL= 11.3 ft Cd=1.15 CF=1.00 Tributary Width based on half span of rafters. Shear Stress: Fv= 285 psi Fv'= 328 psi Side Two: Cd=1.15 Roof Live Load: LL= 25 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Roof Dead Load: DL= 15 psf Comp.-L to Grain: Fc- t = 750 psi Fc-1'= 750 psi Rafter Length(HipNalley): RL= 11.3 ft Tributary Width based on half span of rafters. Controlling Moment: 18021 ft-lb Wall Load: WALL= 0 plf 8.0 ft from left support Created by combining all dead and lire loads. SLOPEJPITCH ADJUSTED LENGTHS AND LOADS Controlling Shear. 4238 lb Adjusted Beam Length: Ladj= 16 ft At a distance d from support Beam Self Weight: BSW= 12 plf Created by combining all dead and live loads- Beam Triangular Live Load Adjusted For Slope: TRL= 200 plf Beam Triangular Dead Load Adjusted For Slope: TRD= 120 ptf Comparisons with required sections: Read Provided Beam Uniform Dead Load Adjusted For Slope: wo- 0 plf adj= Section Modulus: 60.59 in3 82.26 in3 Area(Shear): 19.4 in2 41.56 in2 Moment of Inertia(deflection): 451.4 in4 488.41 in4 Moment: 18021 ft-lb 24466 ft4b Shear: 4238lb 9081 lb nti JOt'1Pt W. Cl'c'E3d STFwarUML 28011 a-1? -r 2- page Project: Marshfield Location:Bilodeaw,Wianno Ave.,Osterville-Garage Ridge Beam l Structures Engineering Roof Beam ` 1020 Plain Street,Suite 240 or JT8 [2006 International Building Code(2005 NDS)] Marshfield,MA 02050 (2) 1.75 IN x 18.0 IN x 25.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0 2/8/2012 1:45:37 PM Section Adequate By:8.3% Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.91 IN U337 Dead Load 0.66 in Total Load 1.57 IN U195 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 4144 lb 4144 lb Dead Load 3014 lb 3014 lb Total Load 7158 lb 7158 lb Bearing Length 2.73 in 2.73 in BEAM DATA Span Length 25.5 ft -- ._� ------ Unbraced Length-Top 0 ft 177 25.5fl—.. -- — Unbraced Length-Bottom 0 It Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: Versa-Lam 3100 Fb-Boise Cascade Roof Live Load: LL= 25 psf Base Values Adiusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3408 psi Tributary Width: TW= 6.5 ft Cd=1.15 CF=0.96 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 6.5 ft Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Wall Load: WALL= 0 plf Controlling Moment: 45631 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 12.75 ft from left support Adjusted Beam Length: Ladj= 25.5 ft Created by combining all dead and live loads- Beam Self Weight: BSW= 18 plf Controlling Shear: 6442 lb Beam Uniform Live Load: wL= 325 plf Beam Uniform Dead Load: wD_adj= 236 ptf At a distance d from support. Created by combining all dead and live loads. Total Uniform Load: wT= 561 plf Comparisons with required sections: Read Provided_ Section Modulus: 160.67 in3 189 in3 Area(Shear): 29.48 in2 63 in2 Moment of Inertia(deflection): 1570.58 in4 1701 in4 Moment: 45631 ft-lb 53675 ft-lb Shear: 6442lb 13766lb •A Q qn J"W. f�t1�.Eti CiR GMNAL 2-T11 • Llb Project: Marshfield Location:Bilodeaw,Wianno Ave.,Osterville-Garage Floor Beam i � Structures EngineeringUniformly Loaded Floor Beam a R�'� 1020 Plain Street,Suite 240 r (2006 International Building Code(AISC 13th Ed ASD)] Marshfield,MA 02050 A992-50 W 10x26 x 21.5 FT Section Adequate By: 19.7% StruCalc Version 8.0.106.0 2/8/2012 1:41:32 PM Controlling Factor.Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.45 IN U575 Dead Load 0.25 in Total Load 0.70 IN U367 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 4193 lb 4193 lb Dead Load 2376 lb 2376 lb Total Load 6568 lb 6568 lb Bearing Length 0.74 .in 0.74 in BEAM DATA Center _ Span Length 21.5 ft — Unbraced Length-Top 0 ft STEEL PROPERTIES W 10x26-A992-50 FLOOR LOADING Side 1 Side 2 Properties: Floor Live Load FILL= 30 psf 30 psf Yield Stress: Fy= 50 ksi Floor Dead Load FDL= 15 psf 15 psf Modulus of Elasticity: E= 29000 ksi Floor Tributary Width FTW= 9.5 ft 3.5 ft Depth: d= 10.3 in Wall Load WALL= 0 pit Web Thickness: tw= 0.26 in Flange Width: bf= 5.77 in BEAM LOADING Flange Thickness: tf= 0.44 in Beam Total Live Load: wL= 390 pit Distance to Web Toe of Fillet: k= 0.74 in Beam Total Dead Load: wD= 195 pit Moment of Inertia About X-X Axis: Ix= 144 in4 Beam Self Weight: BSW= 26 pit Section Modulus About X X Axis: Sx= 27.9 in3 Total Maximum Load: wT= 611 plf Plastic Section Modulus About X-X Axis: Zx= 31.3 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 6.56 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 33.92 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraoed Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 4.8 ft Nominal Flexural Strength w/safety factor: Mn= 78094 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 33.92 Limiting height to thickness ratio for eqn.G2-2:h/tw4imit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 53560 lb Controlling Moment: 35304 ft-lb 10.75 ft from left support Created by combining all dead and live loads. Jom W, y Controlling Shear: -6568 Ib QUEEN At support. STRUCTUM Created by combining all dead and live loads. 22011 Comparisons with required sections: Read Provided Moment of Inertia(deflection): 120.27 in4 144 in4 Moment: 35304 ft4b 78094 ft-lb Shear: -6568 lb 53560 lb q y7 f Z page Project: Marshfield Location:Bilodeaw,Wianno Ave.,Oste►ville-Garage Floor Beam Structures Engineering t g Uniformly Loaded Floor Beam �µ ,' �` 1020 Plain Street,Suite 240 [2006 International Building Code(2005 NDS)] Marshfield,MA 02050 (3)1.75 IN x 16.0 IN x 21.5 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.106.0, 218/2012 1:40:02 PM Section Adequate By:2.8% Controlling Factor: Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.52 IN U493 Dead Load 0.29 in Total Load 0.82 IN U316 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 4193 lb 4193 lb Dead Load 2360 lb 2360 lb Total Load 6552 lb 6552 lb Bearing Length 1.66 in 1.66 in BEAM DATA Center Span Length 21.5 ft _ — -- — ..---- Unbraced Length-Top 0 ft 21.5ft--• -- -- Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 30 psf 30 psf Bending Stress: Fb= 3100 psi Fb'= 3002 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=0.97 Floor Tributary Width FTW= 9.5 ft 3.5 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 0 plf Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc- L= 750 psi Fc--L = 750 psi Beam Total Live Load: wL= 390 plf Beam Total Dead Load: wD= 195 plf Controlling Moment: 35218 ft-lb Beam Self Weight: BSW= 25 pff 10.75 ft from left support Total Maximum Load: wT= 610 plf Created by combining all dead and live loads. Controlling Shear. 5766 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 140.75 10 224 in3 Area(Shear): 30.35 in2 84 in2 Moment of Inertia(deflection): 1743.9 in4 1792 in4 Moment 35218 ft4b 56046 ft-lb Shear: 5766 lb 15960lb �r AM W. n QUEEN 201 8'�}CTUti'1 -c475TE' � oZ-X7-1Z J�o 1° i� ,� i ` Mikssacbusetts-.Department of Public Safety Office offCCoosurner aRrs mess ego ahoo Btiartl of Buildin� e!-ulations anti Stuntlards W—EMHOME IMPROVEMENT CONTRACTOR Construction Supervisor License Registration: ;,::q 15502 Type: . r :>, Expiration: 1`/30/2014 Individual- License: CS 2827 P 12 J.BILODEAWm_-ggga PETER J. BILODEAU ._ PETER BILODEAU 83 BUNKERHILL RD py; 83 Bunker Hill Road it _�. `. OSTERVILLE, MA 02655 OSTERVILLE,MA 02655'� Undersecretary .:: Expiration: 12/6I2013- - Co miissioner Tr#: 7753 d ACORD CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY)o2/10/2012 PRODUCER (508)997-6061 FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 439 State Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79398 N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED Bilodeau Builders Inc INSURER A: Arbella Protection Insurance 41360 83 Bunker Hill Road INSURERB: AEIC Osterville, MA 02655 INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION L T R NSR DATE MMIDD/YYYY DATE MMIDD/YYYY LIMITS GENERAL LIABILITY 8500036216 01/25/2012 01/25/2013 EACHOCCURRENCE $ 1,000,000 _ A AGE ToRENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WCC5005747012011 03/08/2012 03/08/2013 X TORY L M TS ER AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT $ 1,000,000 B OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below I E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS JOB LOCATION 8 WOODLAND AVE OSTERVILLE MASS 02655 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL' DAYS WRITTEN Town of BARNSTABLE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: Building Dept. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 200 MAIN STREET REPRESENTATIVES. HYANNIS, MA 02601 AUTHORIZED REPRESENTATIVE lKrista Hartford ACORD 25(2009/01) FAX• ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD F u F Do P � 4 � F 9 F P - u Western SuretyV r P a F u LICENSE AND PERMIT BOND ,�. F For County, City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. n P u KNOW ALL PERSONS BY THESE PRESENTS: BOND No. L&P- 4 018 0 4 7 9 That we, Bilodeau Builders Inc. F of the city of Barnstable , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation .duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the town of Barnstable , State of Massachusetts ,Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Two Thousand DOLLARS ($ 2,000-00 ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH; That whereas, the Principal has been licensed as a building contractor . by the Obligee. NQ,W,.1;�`E,RgEFORE, if the Principal shall faithfully perform the duties and comply with the laws and oramances,.(1cluding. all amendments), pertaining to the license or permit, then this obligation to be void, oth twi'seoto�gemainSin full force and effect for a period commencing on the 1q. day of �; ,RMarch,�z2'0=1:2y , and ending on the i day of@"tiV4U March 2:0'1,3';� , unless renewed by continuation certificate. S$8-hiebond may,b rminated at any time by the Surety upon sending notice in writing to the Obligee and to tli ,inincipal hi care Af the Obligee or at such other address as the Surety deems reasonable, and at the expira- .i t" tion'��� lurty� w;e"C'5) days from the mailing of notice or as soon thereafter as permitted by applicable law, whic �lal er',this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this loth day of February 201 2 Bilod an R„ilders Inc Principal Principal Countersi WESTERN SURETY CO NY F F By By F Resident Agent President ` ACKNOWLEDGMENT OF SURETY- STATE OF SOUTH DAKOTA 1 ss (Corporate Officer) P f t F County of Minnehaha On this loth day of February 2012 ,before me, the undersigned officer,personally P appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing s F instrument for the purpose therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal. n F f D. KRELL I /�/ a NOTARY PUBLIC MEAZ ///���SOUTH DAKOTA Notary Public, South Dakota F My Commission Expires 1130-2006 Western Surety Company • 101 S. Phillips Ave. Form 849A-2-2001 Sioux Falls, SD 57104 • 1-605-336-0850 - L F ACKNOWLEDGMENT OF PRINCIPAL , o u F (Individual or Partners) _ STATE OF F ss ` u F e F County of ' F , G On this day of ,before me personally appeared n F . F n t.� c 9 e U known to me to be the individual_ described in and who executed the foregoing instrument and ' u � F e Y F n acknowledged to me that—he_executed the same. r F n r My commission expires i Notary Public ' ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF F ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so .to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. x My commission expires Notary Public. , F v v f s r 0 F v c s o F F 4j n 6 f •ti v W F m c z N b,'" r• a � M M O � e p a vs O Z z +� e ' n , f? O hq O 10. cc Pk ,t CREScheck Software Version 4.4.2 NJ( Compliance Certificate Project Title: New Custom Home Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 150/o Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Wianno Ave Peter Bilodeau Builder Osterville,MA 02655 83 Bunker Hill Rd. Osterville,MA 02655 o-m�liance:Passes using UA trade-off Compliance:5.9%Better Than Code Maximum UA:579 Your UA:545 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 1:Flat Ceiling or Scissor Truss 2048 38.0 0.0 61 Ceiling 2:Cathedral Ceiling 912 30.0 0.0 31 Wall 1:Wood Frame,16"o.c. 3768 21.0 0.0 180 Window 1:Vinyl Frame:Double Pane with Low-E 457 0.290 133 Door 1:Solid 40 0.270 11 Door 2:Glass 120 0.280 34 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2866 30.0 0.0 95 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandato re i e e eck Inspection Checklist. Name'-Title i n Date Project Title:New Custom Home Report date:02/13/12 Data filename: Untitied.rck Page 1 of 4 �J( 2009 IECC Energy Efficiency Certificate Insulation . Gelling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Wlndow 0.24 0.31 Door 0.28 0.30 :Heating&Cooling Heating System: Cooling System: Water Heater: Name: Date Comments: CREScheck Software Version 4.4.2 �J( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.270 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building.thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title:New Custom Home Report date: 02/13/12 Data filename: Untitled.rck Page 2 of 4 (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring_ M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Showeritub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. 11 Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g..(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 373.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 559.9 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 280.0 cfm(6 cfm per 100 ft2 of conditioned floor area). _(4)Rough-in total leakage test without air handler installed:Less than or equal to 186.6 cfm(4 cfm per 100 ft2 of conditioned floor area). -' Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary i j a a 3 I • Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: New Custom Home Report date:02/13/12 Data filename: Untitied.rck Page 4 of 4 Print http://us.mg4.mail.yahoo.com/neo/launch?.rand=flhfnlck4579g Subject: RE: letter to request wianno ave address From: Schlegel, Frank(Frank.Schlegel@town.barnstable.ma.us) To: bbinc3620550@yahoo.com; Date: Tuesday, February 14, 2012 4:22 PM Hi Peter. I cleared this through Roger Parsons. As I said, if you cut about(1)foot inside the painted white line (closest to you property), you'll be better off in squaring off Sylvan Lane where it comes out at Wianno. In other words, if you started to paint that line on your property side of that large tree on Sylvan Lane a cut a radius to match up with the side of Wianno Ave, that would be a little less for you to cut and would leave a little more pavement at the entrance of Sylvan Lane. Right now, the way you painted that line cuts the entrance to Sylvan a little too narrow and it makes Sylvan look almost too narrow to dive a car down that road. Other than that, there's not much more you can do at this intersection. Just don't make your driveway too wide so drivers don't mistake your driveway for Sylvan Lane. I'm all set with the new address. It is going to be#235 Wianno Ave. based on your submitted site plan and road opening permit. I need to draw up documents for your files. There will be questions why the address got changes and I need to do a cover letter for Roger to sign. I'll respond to this email tomorrow when it will be ready to pick up. Thanx, frank -----Original Message----- From: Peter Bilodeau [mailto:bbinc3620550@yahoo.com] Sent: Tuesday, February 14, 2012 9:15 AM To: Schlegel, Frank Cc: bbinc3620550@yahoo.com Subject: letter to request wianno ave address Mr Frank Schlegel Planning Dept Town of Barnstable 1 of 2 2/29/2012 2:07 PM I -� Print http://us.mg4.mail.yahoo.com/neo/launch?.rand--flhfnlck4579g As the new homeowner of 7/8 Woodland Ave,Osterville Mass,we would like to request a new house number on Wianno Ave.We are planning to demolish exiting house and build a new home per plans submitted to your office with front door facing Wianno Ave.The Book#22151 Page#219 and Deed# 38802 Peter and Laura Bilodeau 2 of 2 2/29/2012 2:07 PM MAR/08/2012/THU 09: 39 AM C-0-MM WATER DEPT. FAX No, P, 002 Centerville-Ostervslle-Marston Mills : .Watex•Aepa'rtment . . P.O.BOX 369-U39 MAIN STREET OSTERMLE,MA.SS,ACHUSETTS 02655 www.commwater.com ' -' OFnCF OF, A. BOARD OF WATER CONWSSIONEAS � WATER �► ' WADER SMRIN I1EMBNT DE PT. TEL.No.508-428-6691 �y 'M, FAX No.508-428-3508 March 7, 20.12 Town.of•Barnstable . 'Building Dept. 367•.Main'--Street :Hyazuais,'Iv �`0260-1 Re: Accouiit#Z Z4 &- a: cle •Peter )=.aiiz B:,Bilo au•�' :8 oodTan' ��A criue� ..1 4 d •S i. e� e da March:7 20 :2'we.'••:On��Wedxa. s. . y, , . � dscoIIneeted�tha.vv�ter:'sez�nce�:�at'tlie �. curb.stoFfor theiroperiy'mtxoned''above..zt'is oivr:i�nderstanidr�g:tliatt the owner plans to'dem6lish•the•house,`rebuild arid-avill-have 6.:new water se1vi,ce'iiu e;izlstalled at a:;later:, date. If you have any questions;please:call..our-office at 5,08'4,�8-6691':: _ Very truly yours, Craig Cr er Sup endent CC/jw i a TOWN OF BARNSTABLE-BUILDING PERMIT APPLICATION Map Parcel w Permit# ' 3� Health Division Date Issued `Z `L 2000 Conservation Division Fee., Z Sc 6y Tax Collector l� Treasurer '7 Z�Z6b d Planning Dept. r Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address D oo o Village - OwnerCra; G. `f' Address 61 t-,U1,A ,C6,t., .C 7 Telephone .Permit Request ���o � Sfri '12a v qt-% S 1� 24 2 a'le Square feet: 1 st floor: existing proposed 06 2nd floor: existing,,- pr0PNT Total new :Ca) ]C Valuation G G © Zoning District Flood Plain. Groundwater Overlay Construction Type Lot Size Grandfatliered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure U O 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 n Half: existing new V ti Number of Bedrooms: existing 2 new D r` Total Room Count(not including baths): existing new G First Floor Room Count Heat Type and Fuel: Ct'Gas Cl Oil ❑Electric ❑Other . Central Air: ❑Yes O'lgto Fireplaces: Existing New Existing wood/coal stove: ❑Yes @1110 Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes .49-f4o If yes,site pplan review# Current Use Proposed Use BUILDER INFORMATION Name l&ti,-� w`1 a c� Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTIO IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURE v DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. . � , ADDRESS `� VILLAGE OWNER' DATE OF INSPECTION` FOUNDATION a FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. = _ D of In Cc. . epartment ' '``'.:- � - Off�ca alloyestigatior�s - = 600 Washington Street "" ,: • Boston,Mass. 02111 Workers' Com ensation Insmrance davit -- name. IL ' location: L�„ • have# le cifv v` I am a hoZ9_Lmeowner performing all work nMeiL any �./�. (- I am a sole Droarietor and have no one woridUP ' Rk&� �/O//�//�O�////OD////�///�/���;• I or my layees woriQng on this Job. over Bing workers I an m Prove .. ... . ..... ... .................................:... .v.n•.... .r............::?C........... ..... v....:.v.:::x;4+::r 4::}:•}:4.... r.w:v::•::{::::v:::::::::::::::::::.:.�::•:::n............. • :::::.:?.::::::::.:::.:. ... an � nnme:. .. .::w::::::v::.�::::.v:vv::• vti.{{... .+.L................: .... : ..w.•:.r:rr.;r.::::....r:::•.:•:x;{:?:{:............. ss- .... ...... 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I 1 �111•••i• • 1 • :il 11 /• •~•IIII -•1l It11I• • �1 11 Mt I •� 1 Y�1 �11�1 �•• V 111111 •-• i• ' • •II:IN • ' II •I 11/ • •1 ti .1•t=•1 •�a♦1•+IIA 1 • �►• Itr 1 • . �• • ♦ w • •J:U •1• •' • / • 1• U JI • • 1 11 ♦ • .11 V /•1 • 1 r•• •�1 .0 •11 .11 • 1 • 1 • • 1 .11 • 1 i. • •• 1 1 11 11 1 1 1 , 1 ••' 1 • •II as 1 1 1 • I I I 1 1 1 1 1 JAM# ' 1 1 • L 1 1 1 I 1 , 1 1 1 1 • ' I I � 1 1 • 1 ' 1 'ME r ° '°� The Town of Barnstable EM � � De artment of Health Safety. and Environmental Services 059. P Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. ' Type of Work: Q Estimated cost= Address of Work: r Owner's Nam . Date of Application: d I hereby certify that: Registration is not required for the following resson(s): Work excluded by law Job Under$1,000 �OBuilding not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK OO DO FUND NOTER HAVE c. 142A. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor Name Registration No. I R : ll OG Date Owner's Nam g1orms:Affidav �ffME Tp Department of Health Safety and Environmental Services °: . Building Division • aumsrABLL 367 Main Street,Hyannis MA 02601 tAss. s659• `0$ Office: 508-862-4038 Ralph Crossen . Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print F—'— DATE: JOB LOCATION: O 410- j/�� number village a street "HOMEOWNER": V' CY 2Y U� 41-2,P` '� � °G 6 l rn �J / home phone work phone# name CURRENT MAILING ADDRESS: / 0`V 1_&9�'" 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 resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory.to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building perarit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said pr ed es and re ' is ature Homeowner 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 ng the responsibilities of asupervisor(see Many homeowners who use this exemption are unaware that they are 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 to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEM PTN If located in OKH or Hyannis Historic District-Certificate of Appropriateness required unless same color/same materials'specified on application Map/parcel number Sign-offs from: Tax Collector ®/ Treasurer E39'of sqa aces of shingles or square footage of roof to be shingled 2-z/pecify stripping old shingles or going over old roof. If going over dhow many roof layers existing now what size are rafters? What is span? Complete dwelling information for the Assessor's Dept. - if known Signature 01_�Workman's Comp. form Home Improvement Contractor Affidavit(RESIDENTIAL ONLY Home Improvement Contractor's License OR b>'*"Homeowner License Exemption(RESIDENTIAL ONLY Check expiration date on license COMMERCIAL WORK-No License is required. Fee g4orms:pemr tsl rev.9/20/99 � � � � i �� � � � � � � � � �� � � � Ek 24766 Ps134 4P41724 08-20-2410 on 02 = 17P EANNSTABLETCOUNTYTREGiSTRY OFXDEEDS Dates 08-20-2010 $ 02:17pm . Mat 1226 DoCA: 41724 Fee: $653.22 Cons: $1911000.00 WARRANTY DEED ST COMPANY, AS TRUSTEE OF THE ASSET-BACKED TRUST SERIES INABS RTGAGE LOAN ASSET-BACKED 2007-B UNDER THE POOLING AND JUNE 1, 2007 with an address is 2900 USTIN, TEXAS 78729 in consideration of THOUSAND AND 00/100 DOLLARS 11-107 R IS'-4 1/4' 5•-I°' II s u ARCHITECTS,INC - - -- - ------------------------------------------------------, 299 WHITE'S PATH SOUTH YARMOUTH, -------------- ----- — - -- - ---------------------------- , MASSACHUSETTS, 02664 tel (508) 362-8883 (508) 760-2800 AST CONGRfiTfi II BULKHEAD II A PROVIDE•5 REBARS• fox (508) 760-5800 FtPREC OUNDATCI"NWA L8 TO T, N TO FROST WALLS. TYPCT�RS. COSNNC ION WHE E POURiMAKE DETE------------------ --------' -- ------------- 7 REVIEWED ARAGE SLA __ I ..� _____________________________ -______-_-___________________________________BP. ______________ BPI � - TOWARDS DOORS B J� • NEW RESIDENCE -5 Vl' BCOMPA W/CLEAN DATE COMPACTED FILL B�j STABLA, BUILDING 1 1 I I GARAGE 1 OTHER PULED FOUNDATIONS: B�11NYJ 1 A��l:DUIIaDING DEPT. FOR: j 10' 0/1-s5 TOP 1 BOTTOM BAR. p O REST FOUNDATION ON 30'XIO'STRIP POOTING. UNFINISHED I FOOTINGE W/KEYWAY.BARS T CONT.BARS TO 9 ' BASEMENT J MAN WAIL BARS.PROVIDE TRANSITION 6 -- 11/ ---1----� REINFORCING W/25 HOR2 BARS SPACED - - DOUBLE JOISTS UNDER 3 ' pp - "k . I ALL PARALLEL PARTITIONS --; VERY.•Il'O.C.PROVIDE D.C. NCHOR R DATE I , ' � � 6 , I BOLT6 4'-O. .MAX.MA%. I < M�i�D�PA IMENT I , I i ; •--- I ' CONTRACTOR SMALL .{ •_-_+- t- U MAINTAIN 48'MINIMUM TH&agJ j� 4 JVTUIRED FOR PCI7JL'a1f N!/Y' PETER FOOTING COVERAGE BILODEAU I I - , i m I I ___' _1BP'__---------------- _ —D TOP OF WALL ____-_______-_______________ DRAT DOOR OPENING I2 ' i -----------________6n] ARBON r ----------------- --------- - ---- --- - DEALARMSWIANNO AVENUE i-__________ MUST BEINSTALLED PER OSTERVILLE MA 6 ' - -- -- -- - - -------- ------ -- N i I------------° - USET7S BU D D CODE II - 2 �— .6 rl¢SF FLufs ARE xor rB I,E usm I/1' -5' 9'-3 1/2' P-L' F,A fZJa•i1u1C���� PUf*I`H N m STAm @ SIWIED YdM AN CIEONAI Nt08TELT5 •___ ___ STALm AIW SNAAIURE!L1ANAlD AS•PFAMR SET OI•WNSrR11C1p11 SFr'. Io•-o• i ' UNFINISHED BASEMENT 4-3 ° DOUBLE J019T8 UNDER /'SiLI PARALLEL PARPARTITIONS1•D fAr ARO•fEGIS MG A2 BIIAA4IR AMO A ALL OF THE WEAS.APAANIJ?FN1S 0E58]IS AAU.S R.WS eWOG raANO CR REPPC PREP --- --- 5 OT BIT.ASE MCML M AND SEYAH 118:PRSPE11Tf BIT MITT ANT WG N. K T XffCW`P"A O BEN MY BY ANY iERS T FAY.CA `OITREN1 Q 6 TON ANY ION OF T.D®T MT SMMC BET FX 3 11 FEAY690N OF iNE FAN EST AROUIECIS MC 10'DIAM.SONG-TUBE '-""f-- "6 PROJECT N 020112 W/BIGPOOT FOOTING.TYP. 10'DIAM.SONG-TUBE SOUD 402%6 CORNER DATE ISSUED: B _ j W/ BIGFOOT FOOTING,TYP. O B 1 + - .. .. A. j WALL PLATE REVISIONS — -- A 5 CENTERED ON , SIDEWALL °m i i II • 2-76D COMMON PERMIT SET • NAILS AT 70'O.C. PROGRESS SET fs j le—BEAM BELOW BEARING HOLDDOWN • B A S E f 1 E N T NOTES: PRICING SET WALL ABOVEPROGRESS SET 3'-1 1/1' I MAIN F UN O O • P M qR5 RPWBT WALLS CO TI NON IIN XTR STRIP ING W/gpVlT.PR 5 PROVIDE 05 BARS COWELS IIS IN STRIP FOOTING W/ J ' ' --. •--- --- KEY°WA Y.PROVIDE 5 VERY.DOWELS 14I O.C.HORIZ.E%TENDED ' 3'-L•MW.ABOVE TOP OF FOOTING.PROVIDE 6/8'XI2'ANCHOR C C BOLTS 4'-0'O.C.MAX. P DIAM.CORRUGATED CORNER STUD rj Q GALVANIZED STEEL p 1.ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/1'DIAM CONCRETE FILLED TUBE ! ;AREAWAY W/GRAVEL '�`5 ® CONNECTED TO STEEL COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE VXV 9/8'CAP _ ----I BED,TYPICAL ' ' iY • TRANSFER SHEAR PLATE 1 Il•XIl'X3/4'BASE PLATE W/4•3/4'DIAM.BOLTS.WELD ALL CONNECTIONS -�-- FOOTINGS TO BE 34'X36'XE'SQUARE CONCRETE W/3.15 BARS EACH WAY. UNFINISHED p°j I ! 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. BASEMENT I 4. ST CAP TO BE 4'POURED CONC.ON COMPACTED FILL. CUTDU JOINTS ALONG WALLS AND BEAM COLUMN LINES. r S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS Q I I O REQUIRED BY CODE IW!HDOWS OR MECHANICAL) REGISTRATION I L.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN I 1'-O'MINIMUM COVER. DOUBLE JOISTS UNDER ALLARTTONS1.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS.TTP. SCALE. 1/4•-1'-0• i , S.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.� Bp` , , I I CORNER STUD HOLDDOWN 9,CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS- ANY MISSING.--------------- ------ ----------I------------------------ --- TION o 1 2 ♦ 8 ' DETAIL-4 STUD SOLID CORNER INCORRECT.OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE OR.IN THE DESIGNER BECOME THE RESPONSIBILITY R THE CONTRACTOR.--- ---------------------' --------- --------- --- --------- ------- SCALE f-,/1' r-B• UNLESS OTHERWISE NOTED. SHEET NO. T-v I II V4• 3'-L 1/1' A•U 1'-0' 31'-01 i TOTAL NUMBER OF SHEETS IN SET: n PROPOSED FOUNDATION PLAN THIS SHEET INVALID .eFOUNDATION FOOTPRINT UNLESS ACCOMPANIED BY BASEMENT WINDOWS TO 8E 24'X16'STERGIS STORM CELLAR WINDOWS A COMPLETE SET OF 1VORKING DRAWINGS SO'ro' ffRU•'-0' B'ro' b'�9/,' T-8 1/2' 5'-I V]• 5'-T V,' ['-[' L._L• 3•-1 V2• b•-,• 4-9 3/4• 3•-I 3/4' A A.5 ARCHITECTS,INC 299 WHITES PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362-8883 b (508) 760-2800 fax (508) 760-5800 PROVIDE I LAY78PACE YIAM'FNTAROOIECMR _ CONNECTIrONSI WEF PITCH SLAB I/B'PER FT I --------' . 1 I TOWARDS DOORS. I DID NEW RESIDENCE R D W v op:i • 3•-,: ;'�' 2 CAR GARAGE 9 AREA =l`OWDEF LAUNDRY BREAKFAST ------ DOOR OPENERS SMALL BE MOUNTED --- - . OO -_ - - ON RESILIENT MOUNTS. O FOR: OFFICE m KITCHEN 00 r]]c ][Le PROVIDE]LAYERS 5/8' fl Rill 3'- 5'-[• TYPE'X'FIRECODE GWB �3 NCH W/MOO 9 FURRING 1/2 G RESILIENT FW PETER R RIN CHANNELS •CEILING a .�a° ,•ro• b • • 7�jy1 ® dpO S UP 11fI11II ---11I111II F1111I1I-----------------T MUOROOM -------------- 1II1II1I BILOD EAU OLO ON ,•-o• ,-o• ]O MIN.DOOR 235' LANDING _ 9080 DOOR DOOR r11V \0 AVENUE ®� AFF ON AP O„ OSTERVILLE MA GREAT ROOM DINING ROOM s-r LLI 3• ,S i11E5E VUWT ARE NOT i0 BE U[O) FOBSEWBRNO ON Wt4TRU SIGN NW.. UNVSS SfAAR n TS 2-1- LO'-L' L.-O. MIN AN O10°NAL/JiCNBECTS 5rM°AND 9DUBDE!NARKED AS'PEAIOT SET OB 501511NCBON SET. O OPEN RAIL AU.O THE AREA.EMR INC TN"v pBAMNGS A N ML /d1 O'IN INDICS.ATED ABRAN[E 0 R PRESSDESIGNS.AND PANS IE OM D BQREON Ot RFFPESFWIFD THE RED.ARE ERT RC DPNED BY AND PENAW BE PROPERTY BE UMM BY ANY PERSON•RRK OR OOIPORARON TURNCRAFT FIBERGLASS AIL fMi ANY g1PPO5E E%—I MBI 5PM mC MW E, COLUMN W/TUSCAN ... PEIDO590N OP THE(UN OM AN°lTECIS.WG CAP AND BASE TTP, I. ALIGN IS/90N0 ENTRY TUBES BELOW PROJECT#020112 FOYER ,•-s yr 5•-0• ,•-s w• r-B yr DATE ISSUED: m B FIELD AOAlST 3018 A ER FP 5ELECTI01 m REVISIONS: BUILT-INS � BUILT-INS 4 O� 1 NUfBlillB�NININfNfHH�i�1 �n RII�IIIUI�IIIII!Illlfl IIIIIN1NIlilll _ r-T• ,•-S Vr 4•-I0 1/2• 4•-I In• — MASTER PERMIT SET F ADJUST • PER FP°SELLECTION CLOSET - PROGRESS SET PRICING SET PROGRESS SET I ]ue BEDROOM fff A5 0 o MASTER Mo`>i° 4." P ]LLB BATH MASTER ~ ° b b _ REGISTRATION i. F °wl ISo 0 1 2 4 B UNLESS OIHER%VISE NOTED. V-10' T•-L• I SHEET NO. # IF-I I„• A.1 NOTES: 30'-O' I. ALL EXTERIOR WALLS SHALL BE •IL'O.C.UNLESS OTHERWISE NOTED.. 2.ALL INTERIOR WALLS SHALL BE]X, TOTAL NUMBER OF SHEETS ;.I„I n PROPOSED FIRST FLOOR PLAN c D.C.UNLESS OTHE3.CONTRACTOR SHALLHALL VERIFY "DIED. IN SET: ALL WINDOW 3.255 BUILDING FOOTPRINT ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. ,.CONTRACTOR SHALL VERY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR THIS SHEET INVALID INCORRECT DIMENSIONS NOT BROUGHT TO UNLESS ACCOMPANIED BY THE ATTENTION OF THE DESIGNER. A COMPLETE SET OF WORKING DRAWINGS 2_`•. :9'-O 1/1' ]'-5 1/2• 9•-L 1/1. 2._,. ffR A ARCHITECTS,INC 51 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 PBATH tel (508) 362-8883 (508) 760-2800 r=1 yr l0-2 3/9' " fax (508) 760-5800 ---------------------------- -------------------------------- ------------ rrEw RESIDENCE "2-211. W� in.) _ U FOR: 1tLD FUTURE ///\�� 3•-s 1/2• BEDROOM 3•# BEDROOM 42 sN ER + e� � b PETER BATH BILODEAU BENCH LINEN m ❑ O �V M1��O ,,, ---• - EAVB ACCESS DOOR 235 -------------------------------- wIANNLO AVENUE B R 3-L RVEL OSTE LE,MA BATH - OPEN RALL MESE PLANS ARE NOT m HE USED FOR PXOO—TT...OR PPNETRUOAPN PIwMSLS Un1E44 STA4EED k 9ON,T enN AN aSo,AL ARMTECTS EU GAME ROOM 4OP 3• SIANE MD 9ONANRE A5 XT SET"OR 9XNSIRUCUONCAON SET. A CENTER WINDOWS ABOVE C WINDOWS BELOW .5 - - —O FAT WAS.CTS.wC TIW OIOESG /AD BEDROOM tt3 ° ""a THE CAI A`NEREC OR DEvcxs""° FILM RIDSATED TNDSEON aP PX OC INCF iNEPMY.ALE PM✓ED BY AND PART ERE PROPOin EF ELT EO BY Y wG I.EMr OOAEOF 41AI1. BE RRRED BY ANY EXCEPT.E1L1L PL C IsUT ADN FOR ANY PURPOSE.E% PTN RWYESPECIFIC NRITIEII PER1P5.90N W OfE iYOITEPT NiWTECTS.wC PROJECT#026112 m - DATE ISSUED: A.5 B REVISIONS: IS 2xL WALL - Q T m sots 2cce - LOCATE CLOSET WALLS PERMIT SET 1` TO BURY RIDGE POSTS PROGRESS SET 9•-3 1/2• L•-�yr PRICING SET fff PROGRESS SET YA FUTURE C BEDROOM C 5 - A.5 i LINE OF 1 —T'�• WA LINE BELOW REGISTRATION SCALE.1/4•-1'-0- 0 1 2 4 8 - UNLESS OTHERWISE NOTED. � �--------------........ ................ SHEET NO. A.2 L TOTAL NUMBER OF SHEETS • I IN SET: n PROPOSED SECOND FLOOR PLAN - THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS i i .�.■■■.... , ■t.._ ���-����� i�iilIl r*10': __ '= 8" :�i:.7m_:�i�:■■mii:■-tii. �■�■_■■m■s I:■■_r■■.■aL� r._..m_■. I:■■1■m■�;�r::'ter:::..mini■■■. �� ....1....1....1.. ...t ':5.... :I.um■ _nruur• ■i....._...._...va. u • ■■.. Ir■r.r.t �:.1...... .. .■. ra■L.LI min IN mommmmi �..■meal o ■■■ ■■:=Iln.mine■Is■�\ �. ...I_�, ■ r■■. L--:� N :1.Ir.l.Im.11— ■■■ ■..�=II■lm■l.Is.■► :1-■■r c ,■.;'`■■■ —L■,Ir\ !-�.a..�.�, \,11■1■■11■1■_ _-olIm1■■11■■■14• Olr■11■■_- k =■1,■Ilml\ Ia. \■.l■■■r11c ■■■�.mini■ =11■■■, Mitsui ■■■■.V ■n.1■■■�='■■■; mini —1.l■ .tin\ , town,:'.p. 1 ::l:�:'�:=�E��: '.E�ii=�!; ti�� : !��91 RESIDENCENEW—,— :.._isms .mini.. .:.._...... __ —.. 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"G=Gin:'iG .7':-��ii"�i:i�:Gi' ■•t 1��■�1�5.7 =i G -�'i if i'Gis IN lingo rt1,11 :1:111.1■■f1.u11d1f■tdlo n■p=■■.■ - - ..-., - I Nacii�ici-■i: i G�.�Ga-■�.sc■-rci Gcc.�ic�r.7�1�'G.cia-ci I�Gi'■-n ■ • 1 �L':N.1L11ii�nii■niw''uiuiuiiwi'ii�i'iiiiiii-i'ii�i■ii�ut� '�i�'iii:■ii�lii�i:Irtii�'�iAni�:i'iiiiui�inil'.I'u:Iw■'■'iiw"•�1�U' muuiuu'1uiu� i ERr ARCHITECTS,INC ARCHME.78•INMIDIOi OBBlOIa®B•SURMW 299 WHITES PATH SOUTH YARMOUTH, ' MASSACHUSETTS, 02664 tel (508) 362-8883 (508) 760-2800 fax (508) 760-5800 NRw.EnrARaarzclsml/ CONTINUOUS RIDGE VENT 4 2X12 RIDGE l `• lu I] SXD RIDGE NEW RESIDENCE 2X10•It'O.C.OVERFRAME PROVIDE RIDGE STRAPS•EVERY RAFTER 11 2°I 3/1'X21•LVL RIDGE BEAM 2X10•IL'O.C.OVERFRAMSHINGLESASPHALT ROOF SHINGLES 2°I 3/1'%U'LVL RIDGE BEAM 2S1 3/1'XII 1/4'LVL RIDGE BEAM FOR- ENSURE RAFTERS ALIGN ON 12 \ OPPOSITE.BIDES OF RIDGE TIE 5 /_r 2X12 RIDGE 5/8'COX SHEATHING RAFTERS TOGETHER W/2XS 2XIO°U'O.C.OVERFRAME 12 G •U.O.C.SPIK NAILED TO EACH p- B CELNG JOISTS \ •1 3/1'XIS'LVL RIDGE BEAM 6v BUILDING PAPER 1.5•/-F,1'o• ATTIC RAFTER,TYPICAL LL •It,D.C. ATTIC R-30 FBGLS.INSUL •ytLw 1'F�O• D OPPOSITE SIDES OP RIDGE. TIE ON ]%e CEILING JOISTS 7 3.13�/- RAFTERS TOGETHER W/1X8 RAFTER VENT ^U'D.C. tQ ATTIC •It' O.RAFTIK ER"TYPICAL TO EACH PETER VENT BAFFLE D BILODEAU _ D n 2XS CEILING JOISTS •IG'O.C. i BLOCK FIRST 2 BATS N i gg •1'-0'O.0 MAX,TYP. gR a °d STORAGE 6 2 , d° BEDROOM ° GAME ROOPf`; '`, b o STORAGE IX SOFFIT W/ 235 C9-A VENT J� 7�77�� o 3/1•TIG PLYWOOD SUB-PLOOR n o 0 3/1•TIG PLYWOOD SUB-FLOOR 3/1'TIG PLYWOOD SUB-FLOOR UG FASCIA YY 1L'11`I19OAVENUE GLUED AND NAILED.TYP °� GLUED AND NAILED.TYP GLUED AND NAILED.TYP W/ALUMINUM GUTTER SSECOND FLOOR __ / 1 G _ ¢ • _ S_ECOND_FL_OORo OSTERVII.LE,MA 7�\ PROVIDE PLATE UPLIFT STRAPS 1 HEADER UPUFT STRAPS 4_ 3S1 3/4'X It'FLUSH LVL OR R-M FBGLS.INSUL S PROVIDE UPLIFT STRAPS AROUND NEW WIDOW OPENINGS i WIOX24 FLUSH FRAMED BETWEEN 1ST AND 2NO STORY WALLS.TYP AS REQUIRED.TTP. 10•TURNCRAFT 2X0IL*O.C. OmL PUNS ARE OT TO SE USER .E FIBERGLASS COLUMN R PROVIDE 2 LAYERS S/8' i'Qq PFAIITRNM OR CW,SM"W" W/TISCAN GAP TYPE'X'FRECODE GUIB I/I'CDR.SHEATHING PURR42,iE8 IRaESS SruOCD a 9WB AND BASE.TYP. ` C 1 CU V2'GOLDBOND RESILIENT kIM AN OKKAI.LL ARQv1EG15 Y FURRING CHANNELS•CEILING 1/2'GWB MASTER BEDROOM MASTER m $D S srAw um sKNAnBE eMARKER BATH GREAT ROOM ENTRY � p _ DOOR OPENERS SHALL BE MOUNTED VAPOR BARRIER 'PERWT SEr OR•'CONSIRUCOWq Yl'. ON RESILIENT MOUNTS. FZ. 2 CAR GARAGE YVEK HOUSEWRAP C \ GEARING WALL 6 m a O3112 FAT MOOIECIS,vIC.ME RRANwGs GND 3/1'TiG PLYWOOD SUB-FLOOR ———— 3/1'TIG PLYWOOD SUB-FLOOR — — —— ————— —SIDING ISEE ELEV S.I 6 GLUED AND RAILED,TYP q5'BLOCKING PITCH SLAB I/8'PER FT 12 PUNS WWGIFD THUO:ON OR REPI✓F.4NIE0 GWED AND HALED.TYP K 9 ALL Oi 11lE WE,%ARRAMODIENTB.W....AIW BETWEEN JOISTS k —_ TOWARDS DOORS �p��j T¢IRBY.A9E O'/MEO BY AND REM"' ME PpO W �FIRSi FLOOR ` _PRQYIDE LLAYEBS/8 FIRST FLOOR CRT ST µy v TYPE X'PIRECODE GWB Y FWI u!!P1o�fI5E EXaPT wM SPiOMG WaTRx CONNECTIONS W/UVING SPACE POI1®ON OF ME fLIY DST ARONIITCIS 3.1 3/1'X9 1/2'LVL 3°I 3/1'X9 V2'LVL RIM JOIST 3SI 3/T%9 I/2'LVL ``T,I wG i ` PROJECT#020112 BLOCK FIRST 2 BAYS r \ /" GARAGE I OTHER FILLED FOUNDATIONS. TT ]SILL P.T SILL W/ o IO' W/2S4 TOP 1 BOTTOM BAR. " '1'-0'O.0 MAX TYP. SILL SEALER F REST POUNDATON ON 20'XIO'STRIP FOOTING. ` - " DATE ISSUED: BASEMENT BASEMENT BASEMENT `o PROVIDE /K HOAR.BARS CONS.IN S T �•••••• G 1'CONC.SLAB D FOOTING W/KEYWAY.LAP TOP vs BARB TO — -_ MAIN WALL BARS.PROVIDE TRANSITION _ _ REVISIONS: EET.-12' G C. P VIDE BARS SPACED- -6 - V COMPACTED FILL 3 ' VERY.•D'O.C.PROVIDE 5/e'XU'ANCHOR BOLTS•1'-0'O.C.MAX. 10'POURED CONC.WALL l( — 10'DIAM.SONO-TUBE ______ /BiGF— FOOTNG_____________________ _____ _BASEMENT SLAB MAINTAIN 18'MIN.COVER SECTION o MASTER SUITE SECTION ° MAIN HOUSE SECTION ° GARAGE PERMIT SET ALL NEW WALL9 SHALL BE SHEATHED ALL NEW WALLS SHALL BE BREATHED ALL NEW WALLS SHALL BE SHEATHED PROGRESS SET W/1'X9 SHEETS OF V1'PLTW000 W/1'XB'SHEETS OF I/2'PLYWOODSHEETS OF VY PLYWOOD ORIENTED VERTCALLY PER TABLES 10 ORIENTED VERTICALLY PER TABLES 10 ORIENTED VERTCALLY PER TABLES.0 PRICING SET 1 R OF THE WPCM I II OF THE WFCM 1 U OF THE WFCM PROGRESS SET - IA OF OM FOUNDATION RESTS FOUNDATION POURED N`X20 CONC. FOOTIIIOP f�RO VIDE 3005 HORI Z.BARS CONTINUOUS IN STRIP FOOTING KEYWAY.PROVIDE US VERT.DOWELS°24'O.C.MORR.EXTENDED 3'-G'MIN.ABOVE TOP OF FOOTING.PROVIDE S/S'XI2'ANCHOR BOLTS°C-O'O.C.MAX. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2•DIAM CONCRETE FILLED TUBE STEEL COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE G'XG'XS/S'CAP PLATE I D'XI2'X3/1'BASE PLATE W/1°3/1'DIAM.BOLTS.WELD ALL CONNECTIONS FOOTINGS TO BE 3G•X3G•XIS•SQUARE CONCRETE UI/3•vS BARS EACH WAY. - REGISTRATION DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. DUST CAP TO BE 1•POURED CONC.ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. ALL EXTERIOR WALLS SHALL BE 2X6 SCALE S IV O.C.UNLESS OTHERWISE NOTED. LL INTERIOR WALLS SHALL BE 2X1 °A 'W IG'O.C.UNLESS OTHERWISE NOTED. 0 1 2 ° CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONS TRUCTON. CONTRACTOR SHEET NO. ASSUMES RESPONSIBIUTY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. TOTAL NUMBER OF SHEETS NOTeS: IN SET: IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL FRAMING,BLOCKING.AND STRAPPING DETAILS AND OTHER REQUIREMENTS ARE IN ACCORDANCE WITH THE WOOD FRAMED CONSTRUCTION MANUAL'S GUIDE TO WOOD CONSTRUCTION 01 HIGH ONO AREAS FOR ONE AND TWO FAMILY OW12LLINGS - THIS SHEET INVALID WHETHER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR NOT. UNLESS ACCOMPANIED BY A COMPLETE SET OF . WORKING DRAWINGS ASPHALT ROOF SHINGLES IX4 TRIM,PTD. IXIO TRIM,PTD. T IX4 ASPHALT RIDGE CAP IX4 TRIM,PTO. I= ROLL VENT Tc BLOCKING ARCHITECTS,INC UC4 RIDGE BOARD ARCFUTeM-n?r9R= •8UUJ0RRE ISTRUCTURUCL MAY VARY) SIZES TABLE 299 WHITE'S PATH ASPHALT ROOF SHINGLES— IXe FASCIA,PTO. SOUTH YARMOUTH, MASSACHUSETTS, 02664 159 FELT PAPER GUTTER55 ALUM. tel (508) 362-8883 5/8'COX PLYWOOD (508) 760-2800 TYP.WALL NOTES RAFTER VENT IXB SOFFIT,PTO. fax (SOH) 760-5800 xwwE8r�8t2mEL'rstm+ 3 1/2'CROWN MLDG. R-38 HI-GATT INSUL 2AO RAFTERS NEW RESIDENCE FOR: TYP. RAKE DETAIL RIDGE VENT DETAIL 0 TYPICAL EAYE H/2--r-o• ® SCALE I--rSCALE PETER BILODEAU SOUD 44D2X6 CORNER i• 1 + - PORCH EAYE 2X8 LOOKOUT WALL PLATE 235 CENTERED ON IX4 CEDAR TYPICAL WALL NOTES W J)L'NNO AVENUE EN E SOFFIT.PTO.(TYP.) 1 IXB TRIM.PTD.lTYP.7 ; OSTERVII.,LE,MA LCC FLASHING, , BOTH SIDES + I-..' SIOEWALL • • FIIBERG AS 10' SIDING ISLE ELVS.)FIBERGLASS COLUMN W/TUSCAN CAP 1 BASE 'TYVEK'HOUSEWRAP n¢g PLMS ARE UDrroEE USED 160 COMMONrat+lewornuc axNAILS AT 10"O.C. I/2'COX PLYWOOD - TJ RIM JOIST aii+Tu+mwu+u uwan:cTsHOLDDOWN v T SEP(q tavSiRDCna1• IX4 MAHOGANY DECKING 2X4 •IL'O.G.R-2I FIBERGLASS INSUL. R-30 FBGLS INSUL 20+2 FAT u+ouncls.WG 112 DPAmWS2 MIL.POLY VAPOR BARRIER2°2"P.T.5ILL W/ '�°r SILL SEALER DD'1tEgY.NE oMEU BY ME m�cNvua w CORNER STUD 2X8 P.T. RIM JOIST I I 1/2'G.W.B. I DE unu2m"Asr vmso°,vmu.as caseea na+ CONNECTED 70 I 2.8 P.T.JOISTS °12'O.G. i Dr EAr POSE We Uo POT ECTICT-W swu ® IXIO SKIRT I Ea+•1+r aulw F U Exaar wn+ -TE.nmrTrW • TRANSFER SHEAR 5/8'OIAM.I2'GALV. ANCHOR pEnuLssar+a wE nnu mr u+wTEc+S We I I A i' BOLT •4'-0'O.C. I FILL l TAMP 5'OUT FOR i 1+ PROJECT 020112 4X4 P.T.PO 1'/FT.SLOPE THRU BOLTS• POSTST (CONTINUOUS) DATE ISSUED: 2 °2X10 CARRYING BEAM, _ SIMPSON APS4 I EACH SIDE OF POST. POST BASE 2° n5 REBARS.CONT. — — REVISIONS: W/DOWEL 1 AROUNO ALL OPENINGS_ _—_ , _ DAMPROOFING — B-FROST WALL CORNER STUD HOLDDOWN COLUMN DETAIL TYPICAL STUD WALL TYPICAL SILL DETAIL D L DETAIL—4 STUD SOLID CORNER $O KALE w2•_r scALE r-0- PERMIT SET PROGRESS SET 4- APRON.THICKEN TO 8' PRICING SET •DOOR OPENING BIT. JT.FILLER. PROGRESS SET TOP OFF W/ FLEXIBLE a5 REBARS°2'-0'O.C. I I JOINT 5ELANT. 1 iS--GARAGE DOOR T_p• I I I/2'XI I/2'XI/4' ' 1 GALV.ANGLE W/ 44 TYPICAL WALL NOTES TYP.3 I/2'LALY COLUMNN.T.S. I I ANCHORS °3-0' DO NOT BACKFILL WALL BIT.J7.FILLER, O.C.MAX. 4'COMPACTED FILL TOP OFF W/FLEXIBLE 4' CONCRETE SLAB UNTIL CONCRETE HAS BITUMINOUS JOINT FILLER. ATTAINED T DAY STRENGTH ;. 5/8'DAM.12'GALV. ANCHOR AND BOTH TOP l BOTTOM JOINT SEALANT TOP OFF W/FLEXIBLE CONCRETE FOOTING JOINT SELANT, + BOLT ° 4'-O'O.C. I OF WALL ARE PROPERLY SILL SEALER I 4•CONC.SLAB 2SERCURED. =IIII—IIII SASE PLATE 1— 1=IIII=III 4- CONC.SLAB _ 2•D5 REBARS.CONT. �' :nl 2• DS REBARS.CONT. _ - REGISTRAnON ______ ___y_. 1• 4i TOP 1 BOTTOM _ -- 1 FINISH GRADE:FILL 1 TAMP N1 OO I—IIII—III 1 «O 4 KEYWAY FOR 1'/FT. SLOPE,5' AROUNDTL 11 2. c'COMPACTEDFOUNDATION. +; , . r CARRY DAMPROOFING Fr=IIII=IIII _� FILL -_ OVER TOP OF —II SCAM:: 1/4'-I'-0- 2° US REBARS.CONT. • rEl'ii 'O 'i\ FOOTING , 1 — I—I I= =IIII IIII r Y 3 ••a5 REBARS.QONT. TOP t BOT OF UTALL I+ \���\� IIII—IIII = — , ,BOTH TAYS(7YPICAI,) 2X4 KEYWAY D + 2 4 B mom =IIII-IIII-1 : • -IIII: =IIII=IIII=I -IIII=1 \�/ / / / _ ' UNLESS OTHERWISE NOTED. \/\/�\\/ 2°a5 REBARS.CONT. I—_ O —11+1—ni IIII In IIlIun I— - I—IIlI I Ill- pi 2X4 KEYWAY -IIII .o -IIII—Ildl —I SHEET NO. 4'COMP.FILL —IIII • • II—IIII—IIII— 'IIII' — _��II—��II— "IIII=IIII— _II=IIII—IIII=IIII—IIII—IIII—IIII=IIII I;- IIII=I 10' IIII-III -IIII-IIII-Till� _i-i=1�-I_i-_= - -III-lu-lilt-lilt i=ull=lul-T_ NI�I�IINN���'�'�7���7�I-i T=R'T`it'�=NI1=7�III=i i=IIII_ A.6 BOT.OF FOOTING —IIII— ' II=IIII=IIII= =IIII=IIII IIII=IIII=II11 IIII—IIII=IIII=IIII=IIII= -IIII=IIII=I=I11=IIII=IIII=IIII=IIII=IIII=IIII= I—IIII=I 4' BELOW GRADE Iili=11 IIII=IIII=IIII I-IIIII-III-IIII,=IIII, III,-III IIII,-IIII, IIII,-=;IIII I=IIII—IIII=IIII=IIII=IIII=IIII=IIII=IIII—IIII—IIII—IIII=IIII—IIII' TOTAL NUMBER OF SHEETS nlNlttun. I�7y��(y 1 - •IIII—IIII—IIII—IIII—IIII—IIII—IIII=IIII=IIII=IIII=IIII=IIII=IIII=1 IN SET: —I IT-- I I II—IIII—IIII Y ,� Y mi�WrMR 1LL. a°n maim:'f Lillf�dmMu:I v.°m1f�P•w.Y aav�' THIS SHEET INVALID GARAGE APRON DETAIL O O O DETAIL UNLESS ACCOMPANIED BY GARAGE SILL DETAIL 6 TYPICAL SLAB & FOOTING COLUMN FOOTING 3 A COMPLETE SET OF SCALE H/2•_1•-o• SCALE 1-1/2'-r-o• SCALE 1-1--r-o• SCALE 1-1/2•-r-o- WORKING DRAWINGS TTmberStrand LSL RIM BOARD LRI Far Icopce ., at lateral fj �� � 'INC aa PTimb s refer to - -Mont TmIt...trantl LSL - - rlm beard literature AID!ffif,15•Dfl�lDl®@I®8•D�B 299 WHITES PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 13/4• Mlarollam LVL may also - tel (508) 362-8883 be used os rim board ' (508) 760-2800 TYPICAL DETAIL•EXTERIOR WALLS TQX (see) 760--5800 Backer block: Install tight to top flange (tight to bottom flange with face m cunt hangers). Attach NXeERTARaahCRWu with 10-10d (3) box non.. clinched when possible. - NEW RESIDENCE ■ 0 FOR: 9S'AJS20•B'O.C. 1.5'AJ620^U•O.C. - - •O Filler bleak: Non with 10-10d (3•) _ a be nails, clinched when poeelble. _ '• Us. 10-tBd (3 1/2-) box all. from 3� < each aide with TJI Pro 550 joist- • With top flange hangers. bock.r x- p� PETER block required only when Is •I- _ load exceed. 250 pounds -_ I� DE U 4X4 LVL POST ABOVE in TYPICAL DETAIL*INTERSECTION OF DOUBLE MEMBERS I - 4X4 LVL POST ABOVE Micron— LVL. Parallam PSL III � - ' or Tmb-Strand LSL - - -------------- 5 -------------- VgANNO AVENUE h ngar"ge 2XI0 PT•IL'D.C. _----'-------- OS 1 L'RV�LE, Face unt m 1Yl[1 I hanger o - 4X4 LVL POST ABOVE 3.1 3/I'X9 1/2'LVL A In V W FOR vBanrnNC OR OMSORICDm INESE PLANS ARE NOT TO BE USfD S PURPOSES UNLESS STA14'ED a SmED ET O WM AN all .ARODTECTS STA Mill SOAIWE a NARIMD NOTES: AS 9TRWT SEP m"CONSTRUCRm Web eUff..... are ..qulrea QI - ]•I 3/4'X9 VY LVL - IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL FRAMING,BLOCKING.AND STRAPPING DETAILS AND OTHER REQUIREMENTS ARE IN C 11 the stdse of the hanger do �I ACCORDANCE WITH THE WOOD FRAMED CONSTRUCTION MANUALS GUIDE TO WOOD �md.1. .TECT;uIc D¢mAwJlcs AND t laterally support the TJI m CONSTRUCTION IN HIGH VAND AREAS FOR ONE AND TWO FAMILY OWELUNGS ALL OF TNT IDEA&ARNINGEIp11&DEsm9.AND T_ top flange and per e�mant WHETHER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR NOT, IuNS.WYAIFD IIOREm aQ RFPISSDITED True Joist MacMillan literature in ' dER(DY,ARE OMED BY AND REUA.I 1I¢PaaPmry 2.1 3/4•X9 t/2'LVL OF ERT ARMIIECT&no.AD PART INTREOF S- TYPICAL DETAIL OF FLUSH FRAME of - ,„, TO ANr PURPOSE,a 'txDi—C.rm AT MICROLLU of DE Unu1Tn BY MY PERSWI.RRx.m CWs-TWx UI 2XJO PT•LL'O.C. \m 0 PERUI59m OF ME FlRN ERT ARmIIECTS MC PROJECT 111020112 Lead bearing c .hear wall above ITT .�I..::�. ._.. (m..t stack over wall below) g - g DATE ISSUED: III Blocking panel _ a REVISIONS: 4XF.LVL POST ABOVE 4X4 LVL POST ABOVE - - - - - —' '-- ]•I 3/9'X9 1/2'LVL ]•I 3/4'X9 1/2'LVL I� - - 10 Web st:siff.nere required _ each de at BIW 95'AJ920 P IL'O.C. m _ 95 AJS20 Il D.' • ' PERMIT SET TYPICAL DETAIL•LOAD C. - PROGRESS SET BEARING WALLS tx-_ JIII PRICING SET PROGRESS SET TYPICAL LVL/GLULAM BOLTING/NAILING `X'- C • MULTI 1 3/4'BEAM5 .5 j_ Mi� A.5 'n III Xm_ t PWce. D-• T Roue or ND NAu•a•ac. REGISTRATION 10 - SCALE: 1/4'-1'-0' PWCE9 D-�' ]R099 OP VY Dull eOLTB•D'O.C. 0 1 2 4 B UNLESS OTHERWISE NOTED. MULTI 3 1/2'BEANS SHEET NO. r PROPOSED FIRST FLOOR FRAMING PLAN A•7 2 FlRCB9 )...1 OFtA•Dun sole•D•o.G NOTEFRAMING PLANS ARE CONCEPTUAL IT IS ME RESPONSIBILITY OFTHECONTRACTORToENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION AOORESS ALLI ' TOTAL NUMBER OF SHEETSM]— LOADS AND IS IN COMPLIANCE111TH ME uASSAC14U5ETi5 STATE BUILDING CODE. IN SET: ALL POSTS IN EXTERIOR WALLS SHALL BE —1 ANY OESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOGS.NOT BROUGHT TO _ SOLID AXA UNLESS OTHERWISE NOTED. THE ATTENTION OF THE AR ITECT.BECOME THE SOLE RESPON9BIUTY OF THE CONTRACTOR. - ALL POSTS IN INTERIOR WALLS SHALL BE SOLID 9X9 UNLESS OTHERWISE NOTED. - THIS SHEET INVALID ALL EXTERIOR DOOR 1 WINDOW HEADERS SHALL UNLESS ACCOMPANIED BY BE 3°2XIO W/2°I/2'COX FLITCH PLATES UNLESS A COMPLETE SET OF OTHERWISE NOTED. WORKING DRAWINGS ffR TmberStrand LSL RIM BOARD i A .S For Information an lateral ADlR77T[7/'tTCI'lI1lTA load sap Innis n is refer to L1lllillili CTS INN t Tmiterature L.L. rim r board literature AR47IIlffi.'R•OTIfDD04®9@i®8•BUQJ1®8 y 299 WITE'S PATH II SOUTH YARMOUTH, MASSACHUSETTS, 02664 13/4" Mlcrallam LVL may also 32 •K O. tel (508) 362-8883 be Msad as rim board (508) 760-2800 TYPICAL DETAIL O EXTERIOR WALLS 13 'x 1/2.LVL FOX soa 760-5e00 - - - Rs1v.ERTAROn1ECISCW Backer block: Install tight to top flange (tight I to bottom flan Qa with fees mount hen pars). Attach _- - - ° I --- -_- --� with 10-10d (3) boil hall.. eIlroh.d when p...Ibis. 35'A5 No Eq AT 6 13 •X I/7'LVL ' O OS(TE,END, 9. AJ 20 LL( iXi LVL VERSALAII 1.8 --------- 1150 P09TEATE END OR NEW RESIDENCE ' 1`IP.J iJJGl\ •� i COLU NXV1 STEEL EI TUBE --------- COLUMNS W/STEEL CAP 71 TE L O 31 3/ XM' AND 849E PLATES -. F S PR ED LVL DC Fk F FOR- 1 S 'X 1/2'LVL Fill., block: Nall with 10-10d (3-) 1 3 'X I/7'LVL box nails, clinched when possible. Una 10-18d (3 ed %• box none from r- - - -- - - -- r- -- - - -- - - �,T�••'t1 cash alder with TJI Pro S50 Jolsta. ; PETER LR With top flange hangers, backer ' A 52 •Ii i0. block raqulretl "y when hanger load oxeood. 250 pountla 1 19i/'%D9 /2' VL , I BILODE U TYPICAL DETAIL*INTERSECTION OF PB DOUBLE MEMBERS 1 I MI-11am LVL. P.-M.- PSL 235 or TmboStrand LSL WIANNO AVENUE Top flange C3-1 31N�OUbIG;.LV an E OSTERVILLE,MA hgar 2X4 BEARING WALL DOOR HEADER Face m unt hanger o P 7NI 3/4'X9 1/2'LVL A READER W/DBL.JACK STUDS A.S SEE SHEET 110 POR PORTAL OPENING FRAMING PLANS ARE NOT TD bE U3D FOR FnR POWR1S .SURE)6t ILNSO PD+�DSE$NMF55 STAIREO a"'s AM AN OSON AR.MM'x ED - NOTES: STANP AND SON'CO E a'CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT As•Ptw.r sEr OR•roxslwuna sEr. ALL FRAMING.BLOCKING. AND STRAPPING DETAILS AND OTHER REQUIREMENTS ARE IN Web stiffeners arc required ACCORDANCE VATH THE WOOD FRAMED CONSTRUCTION MANUAL'S GUIDE TO WOOD If the aide. of the hanger do CONSTRUCTION IV HIGH VAND AREAS FOR ONE AND TWO FAMILY DWELLINGS zoo Orr ARCkITEO .We TIW DRAwNCS Arm not to terolly support the TJI WHETHER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR NOT. ALL OF T IDEAS.ARRARCOUD+T9 OCRON&AMD )ol.t top flange and Per a ant - Till PLA NS A9 E0O EDD eTURCo OR ug IN i11E RTY T Joint MacMillan Ilteraturo ., or Dii ARW]rEC19,WG NO PART TNDEDF 91A11 "V SE UTRITID BT ANY PERSON.RmL an ODRPOIUIIDN TYPICAL DETAIL OF FLUSH FRAME IDN ANY PI.lallos Ellavr rem RCUTEID.wrTEr1 PFAIIIb510N t6 rNE PRN Milli AROIIIECR DIG AT MICROL AM i L.. 3°I 3/1'X9 1/1 LVL B '' PROJECT>$020172 Lead bearing o shear ..IT b.- U Kj PAA.5 DATE ISSUED: (must .tack over wall below) ................ •• - REVISIONS: _ Blocking panel J� lt� 7X4 BEA WALL " PA-POST ABOVE PS-POST BELOW 4X4 LVL SERSALAM LS 2150 IN I. WALLS 4X9 LVL VERSALAM IN V WALLS OR UNDER TRIPLE LVLS Web stiffenera raqulred each .d. at BIW PERMIT SET TYPICAL DETAIL O LOAD PROGRESS SET PRICING$ET BEARING WALLS C I C PROGRESS SET S 2•2XI0 HEADER A.S N -�!' TYPICAL LVL/GLULAM BOLTING/NAILING 9i • NULTI 1 3/4'BEAMS 2Xt BEARING WALL-` REGISTRATION SCALP: 1/4--1'-0- ]PIDCRB D-P ]ROD!OF I/Y OIAM.OLT.•tl•O.G PA I PB PA t PB 0 1 2 4 8 ]• UNLESS OTHERWISE NOTED. MULTI 3 1/2'BEANS PROPOSED SECOND FLOOR FRAMING PLAN SHEET NO. Y NOTE: A.8 To EiISU PLANS ARE CONCEPTUAL. IT IS THE RESPONSiSIW TY OF ME CONTRACTOR ' TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCIUM ADDRESS ALL LOADS AND IS W COMPWANCE e1TH THE MASSACHUSETTS STATE BUILDING CODE. ]PmceeM].-- ]Raas m In•DIAn aoLra•n•o.c TOTAL NUMBER OF SHEETS ANY OESCREPAVOES IN AND/OR OE`AATONS FROM THE DOGS.NOT BRWGHT TO ALL PO4T9 IN EXTERIOR WALLS SHALL BE THE ATTENTION OF TH AIN7INECT,BECOME THE SINE RESPONSRBOITY @'THE SOLID iXi UNLESS OTHERWISE NOTED. IN SET: CONTRACTOR. ]. ALL POSTS IN INTERIOR WALLS SHAH BE SOLID 1%4 UNLESS OTHERWISE NOTED. ALL EXTERIOR DOOR I WINDOW HEADERS SHALL THIS SHEET INVALID BE 3.2XIO W/2.1/2'COX FLITCH PLATES UNLESS OTHERWISE NOTED. UNLESS ACCOMPANIED BY _ A COMPLETE SET OF WORKING DRAVANGS �':-_ :.-_. :------_`'----•.,.i{ ,tea N -.tom .. �. �Y - _ ..�--•�,.4.--e.,.,_,._,,.�.t..a.,..,._ TTmberStrand LSL RIM BOARD A For In forTnotlon an lateral ARCHITECTS INC load cap acitlea afar to , current TlmberStrond LSL rim board literature AeC�7i5•IITI1flIf01D7!!D@LiWB•BIlOJ1m 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS. 02664 tel (508) 362-8883 13/4,` Mlcrollram LVL may oleo bo sea as im board (508) 760-2800 TYPICAL DETAIL O EXTERIOR WALLS d fax (508) 760-5800 wAvtEATARCIDTCISCOM •----------------------------_ .....................------ --- --- ---- --- - -----' --- ---'---- • e I Y A EA 7%e NAILER -- it NEW T{���T 31 O le]150L PO5TBALAM NE RESIDE,.tCE �Al __ i -_ O I E l 4X4 LVL VERB LAM FOR. ]XIO•III O.C. 7X10•1'O.C. LB 21SO POST n 3•1 3/4'%9 V1'LVL 1 CU LA AT HEADER BELOm ON O ER O DOUBLE JACK BTUD9 • 1 3 'X LV RI E E 1%�LVL VERSALAM Filler block: hall with 10-10d (3-) - ------ --- -- box nalla, clinched when p—lble. m X4 VL ER AL —US 2150 POST Uae 10-led (3 1/2-) box nolla from LB 15 PO T each aide with TA Pro 550 Jalata. PETER x ]xB Lea •1; • Wlth top Range hangars, backer 1X8 NAR_ER R block required ly when hanger F 'I _'4 -j 4 4 BILODEAU. load exeeetla 250 pounds =- - -�- I -i O D y TYPICAL DETAIL O INTERSECTION OF ON ee01 Osss -{ R DOUBLE MEMBERS 9 CAP BLO TO 1 Mlcrollam LVL. Parallam PSL r-j -' --- ---- -__ -•----- -- ------- --- --- -- ^ 1 r ---- .... I 235 or Tlmberstrand LSL m t; WIANNO AVENUE 0 Tap Range OSTERVILLE,MA hangar Face mount hangor n KE AN R OR OU B T H C G 1NEY TANS APE NOT TO EE uYD D BLe LVL A _ __ FOR TA10Ti0iC Oi WNSINUCRa1 11 i/1- VL ID B AM A PURPOgS NNF59 STAMPED a m tlM AN SCN AR04TC15 __ .5 STAMP ANO 9CNATWE a NARIES 9 1Ixn S M 9XWSDaKIIOx SEF. Web atlffenere are required ]XB NAILER U O2DU BIT ARCNTCTS. C.THE ORAa11G5 AND 1/ the aides o/ the hanger do _ _= p AU.OF ra OEAS,ARRANOBIEN S.0Esl,m AND of laterally support the TJI m J� PLANS WDCATm TMOEWI W NEPRESa17Fa JDlet top Range and par a ant - _-_ _ nmasr.ARE aaxED sr Alm RDlwl ra vnovwn True Jolet Ma,MDIan literature e � • NOTES. O''C"I'ARCHITECTS.WL D PANT DEP a`SHALL BE UTIUEED BY ANT PDMK FF04 DR CO@ONAIKN 4 IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT FDR ANY PURPom E T RM—Onc xerml TYPICAL DETAIL OF FLUSH FRAME (L rX, ALL FRAMING,BLOCKING.AND STRAPPING DETAILS AND OTHER REQUIREMENTS ARE IN PERu1maH OF I1E—ERT ARD(IMCIS.We AT MICROLLAM - ACCORDANCE WITH THE WOOD FRAMED CONSTRUCTION MANUAL'S GUIDE TO WOOD s ci CONSTTUCTION IN HIGH WIND-AREAS FOR ONE AND TWO FAMILY DWELLINGS PROJECT 020112 YMETTER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR NOT. # Load beanng o Shear well bovo A, A9F A 5 DATE ISSUED: (must stook over wall below) - ffR _ x REVISIONS: Blocking panel 2k, z PB-POST BELOW T } 1%1 LVL BERBALAM 1.8 2150 s- 1 PERMIT SET Web stilton ors roqulrotl a och aide at Bl W 2XB NAILER «+~ PROGRESS SET TYPICAL DETAIL O LOAD I PRICING SET BEARING WALLS i I I PROGRESS SET TYPICAL LVL/GLULATT BOLTING/NAILING C C MULTI 1 3/1•BEAMS % � ► P BGBx a_v ,Naax aP Na NAax.a j PROPOSED ROOF PLAN - r • REGISTRATION SCALE:1/4••1*-0• TE®x 0- 1 Now ar 1/7.O7An eaLTa•a•G.C. r UNLESS OTHERWISE NOTED. MULTI 3 1/2'BEAMS 4XteLV V RSAPOS AN F SHEET NO. 3.1 3/1'X9 1/2'LVL /'� HEADER BELOU ON A•9 DOUBLE JACK STUDS A PD:cea 7 Naas OP yr o1An-01Tx•1r o.c. TOTAL NUMBER OF SHEETS M-'*-" r PROPOSED ROOF FRAMING PLAN IN SET: _ 1 . rvoT: FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSUIILITY OF THE CONTRACTOR TO ENSURE MAT FINAL STRUCTURAL DE MA AND USETT STATE ADDRESS ALL, T'r11S SHEET INVALID LOADS ANO 6 IN COMPLIANCE YATII TT N.ASSACHUScTTS STATE BUILOWO CODE UNLESS ACCOMPANIED DY ANY DESCREPANCIE$W AND/OU OENARONS FROM THESE DOCS.NOT BROUGHT TO - ....._..--.._.,...__._._.........................._........._...,....................._ -. ....:.:...A.. .. .. - ATIENDON OF THE ARCM TCi,BECOME THE SOLE RESPdJ51WUTY OF ME A COMPLETE SET OF CONTRACTOR. WORKING DRAWINGS TABLE 2.GENERAL NAILING SCHEDULE .JOINT DESCRIPTION - NUMBER.OF NUMBER OF R •.'COMMON NAILS BOX NAILS' NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED 2-80 2-IOD EACH END JECC2009 RESIDENTIAL ENERGY EFFICIENT DETAILS RIM BOARD TO RAFTER(END-NAI ) 2-16D 3-1 BD EACH END CLIMATE ZONE SA USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION) ARCHITECTS,INC WALL FRAMING TABLE 402.1.1 MINIMUM PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D AT JOINTS FENESR1AnON sNYLnaIT ctwNc W000 FFAMED waLL FLOOR BAEEMENT WALL BAea gT SLAB CRAM SPACE WALL ,. STUD TO STUD(FACE NAILED) U-FACTOR U-FACTOR R-VALU R-VALUE R-VAIN R-VALUE R-VALVE R-VALUE 299 WHITE'S PATH D I.f 2-16D 2-16D 24"O.C. HEADER TO HEADER(FACE- AILED) 160 16D 16"O.C. ALONG EDGES 0.35 0.60 1 W -In 30 10/13 10(2 FT.DEEP) 10/13 SOUTH YARMOUTH, FLOOR FRAMING NOTES MASSACHUSETfS, 02664 JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8D 4-100 PER JOIST 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. BLOCKING TO JOIST((TOE-NAILED) 2-8D 2-10D EACH END tel (508) 362-8883 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK 2 to 3 MEANS R-10 CONTINUOUS INSULATED SREATIBNG ON THE INTERIOR OR EXTERIOR LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16D 4-16D EACH JOIST of THE HONE OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL (508) 760-2800 JOIST ON LEDGER TO B(EAM TOE-NAILED) 3-8D 3-IOD PER JOIST 3.NEFTR TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS HAND JOIST TO JOIST RAND JOIST TO SILL OR�TOP APLATE(TOE-NAILED) 2-160 3-160 PER O-16D 4-16D PER IOi a.Ew9TMc E%rfAtOR WALLS TO BE MMAlEO PER 101.4.3 ST fox (508) 760-58Q0 WWM.ERTAROOIECTSCOM ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 80 100 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER I6'O.C. 80 IOD 4•EDGE/4'FIELD RESIDENCE GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 80 lOD 6'EDGE/6'FIELD nn • CABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS 8D OD 6'EDGE/6"FIELD I CABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 80 0D 4"EDGE/4'FIELD NEW CEILING SHEATHING OVER CONCRETE OR MASONRY BLOCK FOUNDATION FOR GYPSUM WALLBOARD 5D COOLERS - 7'EDGE/10" FIELD Outside Elevation • Side Elevation WALL SHEATHING Extent of header(two braced wall segments) STRUCTURAL WOOD STRUCTURAL PANELS Min.1000 lb STUDS SPACED UP TO 24'O.C. 8D TOD 8"EDGE /12"FIELD Extent of header(one braced wall segment) tension strap,. PETER 1/2"AND 25/32-FIBERBOARD PANELS SDI - 3-EDGE/6"FIELD Pony Strap shall be centered 1/2"GYPSUM WALLBOARD 50 COOLERS - 7'EDGE/10'FIELD wall bottom of at BILODEAU FLOOR SHEATHING height, header. WOOD STRUCTURAL PANELS Min.3"x 11-1/4"net header ; : Sheathing 1"OR LESS 8D lOD 6"EDGE/12"FIELD - filler If needed 235 GREATER THAN 1" 100 16D 6"EDGE/6-FIELD ° ,CORROSION RESISTANT 11 CAGE ROOFING NAILS AND 16 CAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. 12' Header shall be Top plate 16d sinker WIANNO AVENUE O fastened t0 the continuity IS OSTERVILLE,MA Max. m Y nails in 2 rows NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT total N king stud with required per @ 3"o.c. DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. wall 6-16D sinker nails R602.3.2 • TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110. 01 - GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, he c Wood Structural TABLE 2.GENERAL NAILING SCHEDULE N Minimum 1000 Ib header-to- - panel must be jack-stud strap shall be centered MESS PUNS ARE nor ro BE vgn 10' at bottom of header and installed continuous from FOR PEwRTm10 ON�ONSTRD�,IDN - - top of wall to w Ers LNUES5 srAMPED&S.ED Max on backside as shown on OWtlNAL bottom of wall, AS STAMP BEANO�uTURE.Mncw height O side elevation or from top of wall to permitted ` 2'to 18'(finished width) ALL ETK A MEAS. s I"`THE oRA1NN0� AN 3/4"X8"X12- O splice area ALL�nW m"[ARRANGE.R PRESE AND 3 P PUNS NDICAiEO lIR1EW OR .R'E PR. THORBY,ARE ORNED BY AND REMAIN lIE PROPrnrY 1 1/Y 1 I/Y Braced wall line with of ERr M1u9ncrs.Ixa No PART TNv¢aF sxAu Full-length BE um m BY ANY P05W.RRM,oR raRPaRAnoN 3/4"BASE Min.number of continuous sheathing 9 F`"PERANY PUURPO IEFU TFRrT".NdDI�ECR INGmi ( TOP OF FOUNDATION studs shown king studs Q 1/4-LEVELING a - - Full-length No.of jack studs 3/8"min. PROJECT g: 020112 L-=E+ 13ji GROUT; SHOP WELD}/16'FILLET - kin stud Per table R502.5(1&2) DATE ISSUED:- " ALL AROUND, TYP. thickness wood structural panel _ REVISIONS: -- sheathing TABLE 9. WALL OPENINGS-HEADERS IN LOADBEARING WALLS&NON-LOADBEARING WALLS ASTM A307 ALL THREAD ROD 2 Anchor bolts per R403.1.6 required Foundation per code Not to scale 3/4'X2-0'W/DOUBLE NUT REQUIREMENTS AT EACH END OF HEADER &WASHER HEADER SPAN(FT.) MINIMUM HEADER NUMBER OF SIZE UPLIFT(LB.)LATERAL(LB.) IFULL-HEIGHT STUDS 1Q Fasten sheathing to header with 8d common nails in 3-in.grid pattern as shown and 3 in.o.c.in all framing HEADERS IN LOADBEARINC WALLS •.1' '�'" (Studs and Sills)typ. PERMIT SET 2 2-2X4 1 277 132 "' "' '-"'•'-' 1 3 2-2X4 2 416 19e •= '. '•' 2�For a panel splice(if needed),panel edges shall occur over and be nailed to common blocking and occur PROGRESS SET PRICING SET 4 2-2X4 2 .554 264 within the middle 24 in.of wall height.One row of 3 in.D.C.nailing is required at each panel edge. PROGRESS SET 5 2-2X4 3 693 330 6 2-2X6 3 631 396 Q3 Min.length based on 6:1 height-to-width ratio.For example:16 in.min.for 8 ft.height. • 7 2-2X8 3 970 462 1O TYP. BASE PLATE DETAILS 8 2-2X12 3 1,108 528 9 3-2X10 3 1.247 594 10 3-2X12 4 1,385 660 TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES 11 4-2X10 1 4 1 1.524 726 WALL HEIGHT(FT.) HEADERS IN NON-LOADBEARING WALLS AND VANDOW SILL PLATES' UPLIFT 8 10 12 14 1 16 1 IB 1 20 2 1-2X4(FLAT) 1 60 132 STUD SPACING (LB.) PLATE-TO-STUD -NO.OF 160 COMMON NAILS - (ENONAILED) REGISTRATION 3 1-2X4(FLAT) 2 90 198 12"O.0 127 1 2 1 2 2 2 1 2 1 2 1 2 4 1-2X4(FLAT) 2 120 264 16'O.0 169 2 2 2 2 2 2 2 5 1-2X4(FLAT) 3 150 330 24"O.0 253 2 1 2 2 3 3 1 3 4 SCALE: 1/4'-1'-O' 6 1-2X6(FLAT) 3 180 396 •TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION 7 1-2X6(FLAT) } 210 462 AMERICAN WOOD COUNCIL, 110 0 1 2 4 8 8 1-2X6(FLAT) 3 240 528 TABLE 6. TOP PLATE SPLICE GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 9 2-2%6(FLAT) 3 270 594 110 MPH EXPOSURE B WIND ZONE, UNLESS OTHERWISE NOTED. BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE(FT.) TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES 10 2-2%6 (FLAT) 4 300 660 SPLICE LENGTH 12 1 16 20 124 128 132 136 1 40 150 160 170 180 SHEET NO. 11 2-2X6(FLAT) 4 330 726 (FT.) NUMBER OF 16D COMMON NAILS PER EACH SIDE OF SPLICE A.10 12 2-2X6(FLAT) 5 360 792 2 4 6 8 8 NP NP NP NP NP NP NP NP 'FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES. 4 4 6 7 8 10 12 14 16 NP NP NP NP 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6(FLAT) 6 4 6 7 1 8 110 112 14 16 20 24 NP NP TOTAL NUMBER OF SHEETS • TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION 8 4 6 7 8 10 12 14 16 20 24 28 32 IN SET: AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, NP-NOT PERMITTED 110 MPH EXPOSURE 8 WIND ZONE, • TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION TABLE 9. WALL OPENINGS -HEADERS IN LOADBEARING WALLS&NON-LOADINGBEARING WALLS AMERICAN WOOD COUNCIL, 110 THIS SHEET INVALID GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, , 110 MPH EXPOSURE B WIND ZONE, _UNLESS ACC 9MRANIED BY TABLE 6. TOP PLATE SPLICE A COMPLETE SET OF WORKING DRAWINGS I i i. 2:55 Lj `Anl IJ rU Foundation Certification in Osterville MA. -1 Prepared For: Bilodeou Builders Assessor's Map: 140 Lot: 138 Baxter Nye Engineering & Surveying Community Panel Number 250001 0016 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plan Reference: perimeter compiled from record plans and field survey 78 North Street, 3rd Floor Deed Book 26061 Page 323 Hyannis, MA 02601'Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Franick Realty Trust Job Number. 2011-073 Scale: 1 " = 20' Date 04-25-2012 �M as N N IRON PIPES FND 00 (HELD) MM Z Z �i. a �5 '�s• a a ?j { 10 y� I1 CB DH FND ss (HELD) 23.5• O. Sod `'�yc 'LO n 'P<O C & rd ?`r''�y "00'L e'0. N MAP 140 PARCEL 138 0 18.270 S.F. N 0.41 ACRES N �F Ln O M " 104.60' 130.00' CB DH FND S 85 52'36' E 234.60' TD Q (HELD) I WOODLAND AVENUE I N H W W T_ Y I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED ` WITHIN A SPECIAL FLOOD HAZARD AREA. :D THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. is % . 29874 EO 0 oQ- -2S ^ ►2 i Lf� V I - REGISTERED PROFESSIONAL LAND SUR OR N BAXTER NYE ENGINEERING & SURVEYING DATE oq N / O N O Foundation Certification in Osterville , MA. Pre pored For: Bilodeou Builders Assessor's Map: 140 fat: 138 Baxter Nye Engineering & Surveying Community Panel Number 250001 0016 D Registered Professional F.►.R.M. Map Zone: C Engineers and Land Surveyors , Plan Reference: perimeter compiled from record plans and field survey 78 North Street, 3rd Floor Deed Book 26061 Page 323 Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Fronick Realty Trust Job Number. 2011-073 Scale: 1 " = 20' Date 04-25-2012 a.a $' ` N N N N IRON PIPES FND 00 (HELD) mm s z z 55 TAS ?/ , `° s •�- O t ti� k �11 61 CB DH FND s� r (HELD) •� 2,3.5. R ID '$g, pG a`Oo ad ?`r�pti y�9 W O T �0 • ql�y� O, C p 2 M A) �99cc a MAP 140 PARCEL 138 0 18,270 S.F. N 0.41 ACRES N 4 O N N � U N `" 104.60' ^� �o 130.00' ' ° CB DH FND S 52'36• E 234.60, TD m (HELD) I M 0 WOODLAND AVENUE N H W W Y I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS n- IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED ��ti$ WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ? EL N V) to 74 GIST o REGISTERED PROFESSIO L LAND SUR OR BAXTER NYE ENGINEERING & SURVEYING DATE R _ _ i Z N / O N i El"TER NYE ENGINEERING ._ SURVEYING rxel r DevaoPlrD Lot PR07Ecn0N - [>alounoN Registered Professional Engineers i�AND RUILDING ON NON-CONFORMING LOT x 101.5 \ IRON PIPES FNT:t \� � 102.1 °y and Land Surveyors ��� (HELD ' 78 North Street - 3rd Floor I Hm eu� �sTtNc j °yam Hyannis, Massachusetts 02601 �X<, LOT OOVERAGE: 3,654 SF (20%) Z512 SF (14.4X) HOUSE do GARAGE Z216 SF (17.4%) HOUSE, GARAGE �!c DECK i4 FLOOR AREA RATIO: 5,481 (30% ) 1,065 SF (5.8V 3,487 SF (19.1x) 508-Phone - (508) 771-7502 �' j ` a� BUILDING HEIGHT 2-1/2 STORIES OR 30 FT 1 STORY 2 STORY Fax'\ ` ( ) 771-7622 , www.boxter-nye.com t 3 CONTIGUOUS UPLAND AREA OF THIS PARCEL: 18,270 Square Feet -�a `-- x i02.3 REMOVE o STAMP STAMP EXISTNo ING ` �("OF Mq x 102.9 .. y °s� EP EN yN ZF 0.30216 MAP 144/PARCEL 139 s'S/ONALENG. PETER J. do NMARIA G. SMAIL t Q2.4 NX oy UP/LP #!2?. CONSULTANT 101.E `, x 102.?_ 102.8 x 102.7 G� \1 02,3 O CONSULTANT �Dll �b,�• /! x 101.8 \ t x 102.890 ' PREPARED FOR : a.6 \ , Bilodeau Builders CS DH I�ND ; 1 GENERAL NOTES : 83 Bunker Hill Road (HELD) �\ •\ � � f ! ' ._. Osterville, MA o2655 '0o \ ',t 1.) THE INTENT OF THIS PLAN IS TO SI-6' PROPOSED WORK AT LOCUS MAP 140 PA€ !. 313 f 2. LOCUS AREA IS COMPRISED OF: ,!' ��\ 18,2°70 S.F. `� --' � \ ; , 1o` � �,' � x 0.0 �, 0.41 r l+wVlyd j ( ASSESSOR'S MAP 140 PARCEL 136 �!x 0.0 Y 1 a0.0 101.9 i I / t 0?..3 LAND COURT PETITION 18M A ^� PLAN M 69 PAGE 75 i UP/LP �175/1 t 1C�2.9 PLAN WOK 293 PAGE 70 •�2`3,J' 99--_ --- x 100.7 ``. -- t 1 PiLMI EI00K 620 PAGE 52 x 99.2 c, �� ' 1 x 100. '� x 1 9 ' OWNERS: PETER G. & SUSAN CT W TRUSTED SUSAN CRAiG & PETER G. CRAIG REV. TR. ---� 370 OLD MiO(1r.E STREET ' \ GOSHEN, CT 06756 SHED MAIL E3ZTX 1 2.3 ' \ _ - �t15 p \t / EL. = 100.0 (ASSUMED) o,n 0��0 '���. / o � � c� 4.) ZONING irIFORWTT01J 1t M - ZONING DISTRICT : RC (Residwn� I4; - U '' CURRENT INfNiP M ZONING Rm Mtms: 99.1 / �� ca 01.8 t� TWIN. LOT AREA = 43,560 S.F. as , N N ° \ ! „ liN. LOT FRON`TACE - 20' 4 q _ LAIN. LOT WIDTH - 100' o 5 �p ' FRONT YARD - 20' SIDE & .A `CAM = 10' / 10' m m 99.3 gg,t / --.... 10 ' MAX. I3l.ra NG HEM - 30 �D IVOOD� , ND AVE d • $ <fi s� VAN {ANE� 4.l, Ir u l Oi/EI2UY bi'iTI7iCT : i7POD & AA t r 12.0' 5.) A TITLE T W NOT BEEN PERV%3 - 3 FOR THS SITE IF � � DWELLING NTIV, r " ' TO DE WCFSSW, A MLE SEARCH 5r4WL TT£ PM ORAIED BY OHM S +� ELLING J;2 r 2 ► ° i' r� c� f f 6,) THE PROPERTY LIME TION Shttil IS i3W ON CWEK AW.AME REG�Rt) ty O'aWTION OF Pt"NO W 0 o � '�' THE DIIS W FEATURES SHOIIfi RMEls>''I 2E 08TA00 FROM M ON T1IE GROUi0 FIELD -j 5• SURVEY PETdml2lrE17 DY E3AXTER NYE I & SUR4E11IVG ON DECF3iE?ER 13 & �- t 14, 2011. 7.) COMMUNITY PANEL NUI4IIER. 250001 0016 D t o 9 r. T �Q ,' r/' ! Q v TILE FLOOD NSURANCE RATE WP OEFk_'S TM AREA AS ZONE C, A NON-WIIARO AREA U a C.L. � s ;•O• x 99.3 ( 1 I W , cta 9 .5 1' PIPE - > N w 1L,. MAP 140NPARCEL 13� ! 16. �' �--''c __-_ -- 89- - GG `CR cE c ' ' w 8.) O BCD C 3 4„ i -� to 9 9.2 t - G 4,�, J.E. do JUDiTH MCCORMACK TRS. a yY , c - • SiTE iS NOT WITHN AN A.C.E.C. (NR1"A OF CR=.AL DMROMMENiAL CONCERN). 0., M N O EXISTING GARAGE 1 T ' d SITE iS NOT W'ITHN AN AREA OF ESTTi tM IiVW OF MR£NDLIF'E PER w TO BE RAZED z `.�✓ tt WIESP WP OCTOM 1, 2010 'ESUTED 1IABf[ATS OF RATE KDLFE' CA RA '+.�s' vNi GE �, '' t FOR USE MM THE W KTLArDS PROTECT�JN ACT RLT UTTONS (310 CUR 10).- w^v PROPOSti t �, WATER SERViCE __y 99.3 - 1 t `- _ x �101.5 • SITE DOES NOT CONTAIN A Wit:'°.POOL PER NISP MAW OCTtJBER 1, 2010 0 t 10 I 101.5 'l�2TIFTm POOLS.` z it Z - ' :. x i a0.8 SITE IS NOT WTiI�rI A PRt0Ri11' rLA6T;�ii'IWTT INfSP WP OCNBER 1, 2010 '1°RIOFTITI' F ►- / ,� g 99.E 1 z i o \ t, �� - } !!! 101.5 T446ITATS OF RARE SPECNES" MR SPE+ IDETT THE MYISS�ICHI�SETTS Q a �, .y �� SPECIES ACT RE1GtAATTONS (321 CIA7I0), Tp I�3 y �> � ( � ! ! 01.4 J 1 I _ TN #1 !r� x i 1:4/ •SITE IS NOT WOO A STATE AMOW) 71 , I GROW WATER REDjgff � ` ^ ' oy� /! x ' , �;! �, ARIA W . " 99.4 co v 3 t`c � x g ,8 1 �, � �F`•� . .,. A m IS NOT WT1FiWI A 7t>IdE OF C4NT >ITN lb A SALTMATER ESHW�' (EWTABLE z , , 8.0.H. REG. 360- ). -- µ Y 1004 cCO N W C8'DH FND ~ x 99.4 130.00' ) A. Q -' HELD •THE CONTRACTOR 9W I. CONTACT DIG' S 1-r AT 1-8MI-DO-WE) AND (HELD) / S 85'52.38" E.�.23�4. " <C' ' ALL D(ISTING UT111 AT LEAST 72 HCk S(PRIOR TO THE A UTNJtY GOAPMES TO LOCATE 3 } ' so TO � i U � , START OF aTr�s�rtucnoN. THE LOCATION OF x 9 9.2 0 •' \ / EXTSTNG UNO JfDL fD it RASTRUCTI UlUnE h C01iD1,1M AND UWS ARE SI M+N N M APPROXIIJATE N C° , WAY ONLY, WY NOT BE L1IITED 10 TIC :IIOMR1 H;7IEN AND HAVE BEEN RE5Ei1RC1#D I31SED ON THE p "' / AVAIA6IE UTILITY REI;ORD6 NOTED T4! I. ADN1)bICiOR AGREES TO 6E FTJl1Y tPONSrBIE POR z PUMP AND FlLL OR-' 1 � x 0`t c , �99.4 � � N REMOVE EXISTING , i ° , �t G I ANY AND ALL D A G S WHICH i W W (Y,0/9M By TFE CQ�CTOIn F7�URE TO LOCATE SAD •'l `' ��� CEsSPa��I.$ � t �r x 10 0.9 \ I4FlRA51R11CTURE AND UTILITIES DtACTLY. tr'' FIF7.D 00rDi11Dr1S D�FTRS FTT(TM PLAN iNFORWTTON, TILE SHEET TITLE 100.3 ,, / CMRACM SIW.L N01>IY THE ��I# �DMTELY FOR POSSIBLE REDESIGN. „ � Septic Design Plan DCISnNG � T�GtIIJ AND SERVICE c &fctaN m HOUSE PER raArrorul c�rlo , ! ,% SCHEMATIC S02M PRCMDED ON 12122111. GAS METER WAS FIELD LOCATED B'1' %; ' 11V" NYE ENGI� i---" 100.4 __y_r___ r� x 9 9.8 ` _ _J �'' � c ___---- G j �� . �T INDICATES RIME IS NO C014tt�:{" III LOCUS AREA I _ _ = a-�c c _ G----_..'_- --�- c--- -�-- c _-c -- -�a 9-�--__ _ c c i f ' » T01 ItTt]T SHEET N O -- Si 00 MIS i°h�J FRb41 C-O-W *ATER De SKETCH ' r 0 - - 0 2-P�.-60##-1994 GAS a:AIN °s ! 0 274-T G+tTTO3 6/28/91. 1 PROJECT` DATUMEft AT AIAG NAIL -'✓ ,� i ?_ _ WOODLAND f�� .--' o r ,�-` • ET ECTT7iC LINE s iN ON THIS SENOW WAS nELD LOCATED INDICATING OVERHEAD SERYff EI< *• 1oO.00 p` --w"1t1o.5 f>Y FROM UTILITY POLE 275/2 AT TI i TTfR5ECTIOIVS OF WOOD1MID AVENUE AND SYLVAN LANE DATE : 1 5 2012 w --' •"`- 4._..'_ 'ASSUMED \ -- w �-�" \ t� w ; �� C! ' • LOCATION OF EXISTING CESSPOOLS �I' 1 SEPTIC INSPECTION REPORT PREPARED BY R.A. PAOLMT p 0 10 20 SEPTIC SERVICE, DATED 8/15/201, 2 r L. WATER MAIN -v, w UNMANW SCALE IN FEET ..... ,tD/LP /1 - "-" �-e.�itl�-Qkl�`____9fj+ oHVH---_ oH,. -_ offW__ oHV. tiW-� 44 1WA�ER !s SCALE 1"- 10' _" __ --__ OHW-- y - ' ..... • ----"--__0^ ^'-•'- QN W-•----- 0� t3C�"-`"" •�y--. or+w--�... obi w GATE i'' - --_ - OHW - DRAWN/DESIGN BY: MTM CHECKED BY: MWE ® C W OHW-- OHW nuu, ,!`: JOB NO; 11-073 CADD FiLE: 2011-073SEP. ):12Q1112011-073tCML1PLOT12011-073SEP.dwg,2/152012 9:34:20 AM, 1:1 IINTlv1