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Home My WebLink About0022 CLAMSHELL COVE ROAD 4 ��'� i �` �i I, I' e o t. - — -�-� V i / � i { i _. r n o 40 f GC 4 g Slfe �/'tt r cfitfaf �p �l e <s n rqa �f — 4 t 2 4 c r 0 j c t; c. } o PROJEC NAME: J I�"" � ADDRESS:� C 1ck_wS� ` ` �1e- PE RM. IT# PERMIT DATE: NVP: no Co LARGE ROLLED PLANS ARE IN: -BOX' SE®'I' . Data entered in MAPS program on: � . -� My File Edit` Tools Help' F14-6-If—Af—b- f-t F—m—m-, il-0 0 - Levi Prerecidisite Aeon De t Needed by Approved 8 S3atvs Ins Comment Comment Audit History - 0 ELEC OFF APPROVAL 6300 10/23/2007 RMCK PEND -- 5�"�'�' O S ( J LETTER 1h11LL BE FAXED BEF 19as�PppeaYol„ . 0 GAS OFF APPROVAL 6300 10/23/2007 RMCK APPR �� NO GAS PRESENTLY ON PR( 0 WATER OFF APPROVAL 6300 10/23/2007 RMCK :PEND LETTER WILL BE FAXED BEF 0 HEALTH APPROVAL 6500 1011112007 TOCO APPR PROP LIMITED TO 4 BEDRC 0 TAX APPROVAL 6300 10/23/2007 RMCK APPR 0 WORK COMP SUBMISSION 6300 _ 10/23/2007 RMCK APPR erequisibe rAction rerequisite CONS 1,� CQNSS WATION DEPARTMENT type APPFtO iAL �� Active Needed by � p esponsd&dept Lo,% Inspector F_STE_ice STEPANIS,FRED �J reference inspection type Iry gppticantresp yj Status APPR.-AP?ROVE; Level r _ , date i Perm �it type � Approved 10/09 007 l� 16:05 Worlctlovr approved it Comment code . ' SE3-4594-plan rev:6/12107 Text �Alorkflow - - - APprceva JIF Ir 7-o-w-rd 1Jdi Approvers f 1 of 7 Fq M Attachments(0) I Apptcaticyn Prereq uisites CD FX My File .Edit Tools- _Help level Prerequisite Action Oept Needed by— Approved By Si Insp Comment Comment ;_---T Audit History 0 HEALTH APPROVAL 6500 10111 f 2007 TOCO APPR PROP LIMITED TO 4 BEDRC lrlasy;ap�Pro�valu 0 TAX APPROVAL 6300 10123t2007 RMCK APPR 0 WORK COMP APPROVAL 6300 10/2312007 RMCK APPR I rerequisite FrerequMe CONS i CONSERVATION DEPARTMENT Action tips Active Needed by, I Responsible dept 6701 CgNSP_2VA rION — {r Inspector. FSTE _l STEPANIS,FRED .reference - -� inspection type Applicant resp Status - APPR AQj?,RpV - - - - - - Level r.,0OJ date Permit type Approved 10109/2007 Ij 16:06 Wor9cflovd approved Comment code 7 e i SE3-4594-plan rev.6 f 12/07 Next 1Morlcflow - — rove• itgecl �rvgard� void' Approvers of 4 Attachments(0) G Town of Barnstable Building Department - 200 Main Street BARNSTABLE. # H ya n n is, MA 02601 9�A 6 (508) 862-4038 Certificate of Occupancy Application Number: 200706381 CO Number: 20080198 Parcel ID: 006009 CO Issue Date: 10127108 Location: 22 CLAMSHELL COVE ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME j Village: COTUIT i Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed �114Er TOWN O BA,R. STABLE Building-� °� Application Ref: 200706381* AARNSTABLE, # Issue Date: 10/23/07 Permit y MASS. 16 3�A�� Applicant: OKEEFFE,THOMAS J J R& Permit Number: B 20072619 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/21/08 Location 22 CLAMSHELL COVE ROAD Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 006009 Permit Fee$ 2,665.00 Contractor PROPERTY OWNER Village COTUIT App Fee$ 100.00 License Num Est Construction Cost$ 650,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD SINGLE FAMILY HOME-4 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: OKEEFFE, THOMAS I I R 81 BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 2030 INSPECTION HAS BEEN MADE. COTUIT, MA 02635 L Application Entered by: RM Building Permit Issued By: G 0 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 0 �D 1 /�o Jo .I 1 <Ccl�lyl t��" (/ i G y�y Yalu Pd UI I G�°'� o A, /3/IJS 6, / Ar 2 /3F/4)01O2 V0011` 2_ ' j 2 ' �G �o 3 A Heating Inspection Approvals Engineering Dept Fire e t 2 �;��,�.) C►�6 Board of Health og 7U — y1� G�rs Fy AT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Zoo701p30Z) Map Parcel 00 licati n '20p-76 � Health Division Date Issued to Conservation Division Application Fee Quo -T3 4 1 . Tax Collector ", Permit Fee +> a Treasurer Planning Dept. '. �I � v 6k 40 Date Definitive Plan Approved by Planning Board � S Historic-OKH Preservation/Hyannis OXA Project Street Address 0A 01 c 5, 8 11 lwei•• 1C Village Owner T Relfeqqa Orr ess cw e Telephone D O 35^/ Permit Request ,, `l r.- - :21 Square feet: 1 st floor:existing proposed 2nd floor:existing <61 proposed —.—,:Total 9p_T91 Zoning District Flood Plain. Groundwater Overlay 1 Project Valuation 7 �T(aConstruction Type L Lot Size 1.3 Grandfathered: ;Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ES'No On Old King's Highway: ❑Yes OefVo Basement Type: mull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 2 O$6 Number of Baths: Full:existingne Half:existing new "L g - r Number of Bedrooms: existing ,�_ new ullc Total Room Count(not including baths):existing k new First Floor Room Count Heat Type and Fuel: 2 Gas ❑Oil ❑ Electric ❑Other Central Air: U4es ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: existing Kknew size #101 Shed:❑existing ❑new size Other: Zoning o g Board of Appeals Authorization ❑ Appeal# �� Recorded❑ r3 Commercial ❑Yes No If yes, site plan review# Current Use 5J le l�y Proposed Use y f e BUILDER INFORMATION Name OU if Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 044 SIGNATURE DATE 10-7 FOR OFFICIAL USE ONLY APPI CATION# T, DABS WED ' MAP"/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: _ FOUNDATION OK 111147 G�'-� d�� s N 6� ! ax0*RnfcL-. FRAME Y o KAR90 c/o-- INSULATION - FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING � iA,li ir log 2wct- DATE CLOSED OUT s_ ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services • a�Nsreace, •. ,.;,,�;,.IL . Thomas F.Geiler,Director %6S0 10 ArEo ► Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 'Office: 508-862-4038 Fa 508-790-6230 PLAN REVIEW Owner: '0/e-lt Map/Parcel: Project Address Z2 Builder: �O.n'`�vw�•�.- The following items were noted on reviewing: Ages-S ee,47 2 " Z no Z ;e o A-,- � .1 Aj�Z ,e r S, ^10" o VV- J G N 20 f*..i+ *14rreAars ,�eAer«.�rdg g �o-sP �- Z�v�:W ce 0& T. Ioc-r 7-7-0 A." s� 0 7-r Reviewed by: / G Date: Q:Forms:Plnrvw /npe The Commonwealth of Massachusetts • Department of Industrial Accidents xt Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers" Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl r Name(Business/Organization/Individual): . -� -- -Address: �.Q, 4oA Z030 z-a (i�awaS � �%oc/� • City/State/Zip: t" .074✓ Phone.#: fit'/6�-�� Are you an employer? Check the appropriate bog: am general contractor and I Type o 4. I a 1.❑ I am a employer with g project(required):. ❑ . employees(full and/or part-time).* have hired the sub-contractors 6. El New construction . 2.ElI am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑ modeling ship and have no employees 'These sub-contractors have 8. [ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance coin•insurance.# required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.[�I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' . •13.❑ 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. 1C6ntractors 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. lam an employer that is providing workers'compensation insurance for my employees. Below isthe'policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce nder the pa' s. nd pe ties of perjury that the information provided above is true and correct Sienature: Date: rza ' Phone#: F16 55�z— �9` 4c�_ Official use only. Do not write in this area,tb be completed by city ar town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.'Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their gmployefs. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to*operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states `Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented*to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary,supply sub-conti:actor(s)name(s), address(es)and phone number(s) along with their certificates)of insurance. Limited Liability Companies*(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate'line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure.to fill in the permit/license number which will be used as a reference member. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining.a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents . . Office of Investigations 600 Washingtaa Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 1.1-22-06 • www.mass.go-v/dia Item 2005-02511/18/04 Substitute Demo/Rebuild.Zoning Ordinance Amendment Upon a potion duly made and seconded it was- ORDE D: That Chapter III,Article III of the Town of Barnstable General Ordinance, the Zoning : . Ordinance,is hereby amended by inserting paragraph 7 to Section 4-4.2 Nonconforming Lots,to read as follows: 7) Developed Lot Protection—Demolition &.Rebuilding on Non-conforming Lots: * Pre-existing legal non-conforming o— sue- h have b-e-en improved by the-eonstracti-on —__.. _... of a single or two-family.residence which conformed to all provisions of the zoning ordinance or bylaw at the time of constriction shall be entitled to completely demolish the old residence and construct thereon a new residence in accordance with ' the following. A) As of Right: . The.proposed demolition and rebuilding shall be p ermitted as-of--right on a pre- existing legal non-conforming lot that containg a minimum of 10,000 sq.ft.of. contiguous upland provided that the Building Commissioner determines that all of the following criteria-are met: 1) The proposed new structure conforms to all current use and setback requirements of the zoning district it is located in; ' r 2) The proposed construction conforms to the following requirements of lot coverage, floor area ratio and building height: ' a.• Lot Coverage by all buildings and all,structures shall not exceed tw,tnty percent(20%) or the existing lot coverage,whicliever is greater,- b. The Floor Area Ratio shall not exceed 0.30'or the existing Floor Area Ratio of the structure being demolished and rebuilt,whichever is greater; and c. The building height in feet shall not exceed'thirty(30) feet to the highest plate and shall contain no more than 2 % stones. The building height in feet shall be defined as the vertical distgnce from the average grade plane to plate. 3) Further expansion of the rebuilt structure must conform to Section 4.4.2 7)A)2) above. B)By Special Permit: If the proposed demolition and rebuilding cannot satisfy the criteria established in Section 4.4.2 7)A) above,then the Zoning Board of Appeals may allow the demolition and rebuilding by special permit provided that the'Board finds that; • i r T r • 1) The proposed yard setbacks are equal to or greater than the yard setba*s of the existing building; and 2) All the criteria in 4.4,2 7) A) 2) a;b &c, above is-met. 3) The proposed new dwelling would not-be substantially more detrimental to the l A TRUE COPY ATTEST - • r. . � : �TQ1h��1 CIS • :�� l�fi4LE �L �r Town of Barnstable POE IKE)p�� o� Regulatory Services BARNWABI.E, Thomas F.Geiler,Director MASS, � Building Division Ma Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 0 16 JOB LOCATION: nu ber street Q village "HOMEOWNER": re A fy r n me home phone# work phone# f CURRENT MAILING ADDRESS: t'"J' O Lo T, r— city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A k person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. s, The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pro dure nd requirements and that he/she will comply with said procedures and req rrnts. Si toe of Ho mie-mlAer Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly r when the homeowner hues unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowneracting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt 3 Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 01 GH C(D 9.5 Design Report-US 1 span I No cantilevers 1 7.8/12 slope Friday, September 07, 2007 10:20 Build 91 ` ` File Name: BC CALC Project Job Name: O'Keefe Residence Description:Beam 01 Address: 3 Clamshell Cove Rd. Specifier- City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 1__17.a 12 1 ,.A 16-00-00 BO,3-1/2" B1 DL 2017 Ibs DL 1246 Ibs SL 2637 Ibs SL 1563 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 valley Trapezoidal (plf) Left 00-00-00 321 450 n/a 16-00-00 54 75 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 14540 ft-Ibs 43.5% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 3547 Ibs 33.1% 115% 3 1 - Left output as evidence of suitability for Total Load Defl. U396 (0.57") 45.5% 3 1 particular application.Output here based Live Load Defl. U704 (0.32") 34.1°i6 3 1 on building code-accepted design L an/Depth U70 1% 0 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 4654 Ibs 89.4% 50.7% Spruce-Pine-Fir ask questions,please call (8 81 Hanger Load n/a 2809 Ibs Unspecified n/a Hanger 88)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-t-, Slope and Cut Length Slope Facla Depth Horiz.Length Product Length ALLJOISTS,BC RIM BOARDTM BCI®, Plumb Cut with Hanger to dbl. top plate 7.8/12 16-5/8" 16-00-00 19-09-10 BOISE GLULAM- SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRANDS,VERSA-STUDS are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum(U240) Live load deflection criteria. L.L.C. Connection Diagram b[7 —d— a �� • ��tN OF q` PAUL W. SWANSON a minimum=2" c= 10" STRUCTURAL n b minimum= 3" d= 12" No. 35334 IN Member has no side loads. Connectors are: 16d Common Nails Ss/0 A 97a� Page 1 of 1 9m' Double 1-3/4" x 14" VERSA-LANs® 2.0 3100 SP Roof BeamlBeam 02 � C CAC®9.5 Design Report-US 1 span No cantilevers 1 7.8/12 slope Friday, September 07,2007 11:14 Build 91 ` File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 02 Address: 3 Clamshell Cove Rd. Specifier- City, State,Zip: Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 1__17.8 12 Yl 19-OMO BO,3-1/2" B1 DL 2544 Ibs DL 2200 Ibs SL 3297 Ibs SL 2710 Ibs Total Horizontal Product Length=19-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 valley Trapezoidal (plo Left 00-00-00 321 450 n/a 19-09-00 0 0 n/a 2 Beam 01 at bearing B1 Conc. Pt. (Ibs) Left 16-00-00 16-00-00 1246 1563 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 24216 ft-Ibs 72.5% 115% 3 1 - Intemal be verified by anyone who would rely on End Shear -4862 Ibs 45.4% 115% 3 1 -Right output as evidence of suitability for Total Load Defl. U184(1.515") 97.7% 3 1 particular application.Output here based Live Load Defl. U330(0.846") 72.8% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 16.7 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate Plate 3-1/2"x 3-1/2" 5841 Ibs 112.2% 63.6% Spruce-Pine-Fir ask questions,please call B1 Hanger Load n/a 4910 Ibs Unspecified n/a Hanger 88)234-0056 before installation. BC CALCO,BC FRAMER®,AJS-, Slope and Cut Length Slope Facla Depth Hortz.Length Product Length ALLJOISTO,BC RIM BOARD-,BCI®, Plumb Cut with Hanger to dbl. top plate 7.8/12 16-5/8" 19-09-00 24-03-03 BOISE GLULAMTTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Cautions VERSA-STRAND®,VERSA-STUI8 are Bearing length at bearing BO should be at least 3-15/16". trademarks of Boise Wood Products, Bearing BO cannot support a load of 5841 lbs. L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Of aA,�4c PAUL W. SWANSON - c�a STRUCTURAL Z9 No. 353 4 ss/ PlFil.E�`6 q o7 Page 1 of 2 Double 1-3/4" x 14 VERSA-LeAM@ 2.0 3100 SP Roof Eeam\Beam 0I tC CALF®9.5 Design Report-US 1 span No cantilevers 1 7.8/12 slope Friday, September 07,2007 10:20 Build 91 File Name: BC CALC Project Job Name: O'Keefe Residence Description: Beam 03 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer. Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 12 1 .ur a a u r < 3S r� ;s OgR aF Mi7 *2^'r+^y t "V^'`SL it r�.§la•+. l +'•..# ^1` ..r.;ra+'� ti.' •` ..1�4i ?.i.h.. " F a� ` '¢' r..+.:.avrL 5'J..t„�.. .'C. ;r.k'''';' m 'T Csa,?�xt�urU•wt?•, 129 17-04-00 80,3-1/2" B1 DL 2130 Ibs DL 1249 Ibs SL 2781 Ibs SL 1553 Ibs Total Horizontal Product Length=17-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 valley Trapezoidal (plf) Left 00-00-00 321 450 n/a 17-04-00 36 50 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 16362 ft-Ibs 49.0% 115% 3 1 - Internal be venfied by anyone who would rely on End Shear 3804 Ibs 35.5% 115% 3 1 Left output as evidence of suitability for Total Load Defl. U325 (0.752") 55.3% 3 1 particular application.Output here based Live Load Defl. U579(0.422") 41.4% 3 1 on building code-accepted design erties and analysis methods. Span/Depth 14.7 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 4911 Ibs 94.3% 53.4% Spruce-Pine-Fir or ask questions,please call B1 Hanger Load n/a 2802 Ibs Unspecified n/a Hanger (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJS-, Slope and Cut Length Slope Facia Depth Horiz Length Product Length ALLJOISTO,BC RIM BOARD-,8CI®, Plumb Cut with Hanger to dbl.top plate 7.8/12 16-5/8" 17-04-00 21-04-10 BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAMS,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,•VERSA-STUD®are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum(U240) Live load deflection criteria. L.L.C. Connection Diagram b --d— a • • • Of PA4iL • • o SWANSON re STRUCTURAL N No. 35334 a minimum=2" c= 10" b minimum= 3" d= 12" /OFFal Member has no side loads. ' Connectors are:16d Common Nails Page 1 of 1 •�- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 04 IC CALL®9.5 Design Report-US 1 span No cantilevers 1 7.8/12 slope Friday, September 07, 2007 11:14 Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 04 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 1__17.8 12 ,•, ;; . ,: 4 19-00-00 BO,3-1/2" B1 DL 2329 Ibs DL 2285 Ibs SL 3022 Ibs SL 2806 Ibs Total Horizontal Product Length=19-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 valley Trapezoidal (plf) Left 00-00-00 321 450 n/a 19-00-00 0 0 n/a 2 Beam 03 at bearing B1 Conc. Pt. (Ibs) Left 17-04-00 17-04-00 1249 1553 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 19988 ft-Ibs 59.9% 115% 3 1 - Intemal be verified by anyone who would rely on End Shear -5043 Ibs 47.1% 115% 3 1 -Right output as evidence of suitability for Total Load Defl. U236 (1.139") 76.4% 3 1 particular application.Output here based Live Load Defl. U422 (0.636") 56.9% 3 1 on building code-accepted design Span/Depth 16.1 n/a 0 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 5351 Ibs 102.8% 58.2% Spruce-Pine-Fir or ask questions,please call B1 Hanger Load n/a 5091 Ibs Unspecified n/a Hanger (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJSTM, Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALUOISTS,BC RIM BOARD-,BCI®, Plumb Cut with Hanger to dbl. top plate 7.8/12 16-5/8" 19-00-00 23-04-07 BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Cautions VERSA-STRAND®,VERSA-STUDS are Bearing length at bearing BO should be at least 3-5/8". trademarks of Boise Wood Products, Bearing BO cannot support a load of 5351 lbs. L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. OF >.►fvoaC.� o PAUL W. v' SWANSON v ' STRUCTURAL VA.5334 v -4' Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 05 lcsd `H2CO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07,2007 10:20 Build 91 ` File Name: BC CALC Project Job Name: O'Keefe Residence Description: Beam 05 Address: 3 Clamshell Cove Rd. Specifier. City State,Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 1-10 12 1 10-00-00 DD BO,3-1/2" B1,3-1/2" DL 261 lbs DL 261 lbs SL 375 lbs SL 375 lbs Total Horizontal Product Length=10-00-00 Load Summary Live._ Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 10-00-00 15 25 03-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1447 ft-lbs 15.0% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 522 lbs 9.4% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U1073(0.107") 16.8% 3 1 particular application.Output here based Live Load Defl. U1820(0.063") 13.2% 3 1 on building code-accepted design Span/Depth 15.8 Na 0 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 636 lbs 12.2% 6.9% Spruce-Pine-Fir or ask questions,please call 131 Wall/Plate 3-1/2"x 3-1/2" 636 lbs 12.2% 6.9% Spruce-Pine-Fir (888)234-0056 before installation. BC CALCS,BC FRAMERS,AJS"", Cautions ALLJOISTS,BC RIM BOARD"" BCIS, BOISE GLULAMTM SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEMS,VERSA-LAMS,VERSA-RIM will not occur. PLUSS,VERSA-RIMS, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRANDS,VERSA-STUDS are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Member Slope=0, consider drainage. Connection Diagram b d . SH Df • • • PAUL W. mac, SWANSON v� c AuCTURAL H No. 35334 a minimum=2" c= 3-1/4" D1 (77 b minimum=3" d= 12" / 1 Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 "MCO � Double 1-3/4" x9-1/2" VERSA-L.AM@2.03100 SP Floor Beam\Beam 06 ! 9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07, 2007 11:14 Build 91 ` File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 06 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 z 3 1 v. 09-06-00 Bo,3-1/2" B1,3-1/2" LL 1283 Ibs LL 1283 Ibs DL 1089 Ibs DL 1089 Ibs SL 238 Ibs SL 238 Ibs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 3rd floor Unf.Area(psf) Left 00-00-00 09-06-00 30 10 09-00-00 2 gable Unf. Lin. (pif) Left 00-00-00 09-06-00 0 100 . n/a 3 roof Unf.Area (psf) Left 00-OG-00 09-06-00 15 25 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5103 ft-Ibs 36.6% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1831 Ibs 29.0% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U657(0.165") 36.5% 2 1 particular application.Output here based Live Load Defl. U1128(0.096") 31.9% 2 1 on building code-accepted design Max Dell. 0.165" 16.5°� 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dlm.(L x W) Value support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 2609 Ibs 50.1% 28.4% Spruce-Pine-Fir (888)234-0056 before installation. 61 Wall/Plate 3-1/2"x 3-1/2" 2609 Ibs 50.1% 28.4% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Connection Diagram b d— a c �!! OF Aliyr a minimum=2" c= 5-1/2" i�� PAUL w• �� b minimum= 3" d= 12" ' SWAcp RtSO�t Member has no side loads. STRUCTURAL .H Connectors are: 16d Common Nails 0. 35334 ' Al'E��' e : Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 07 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07,2007 11:14 Build 91 ' File Name: BC 2757 Job Name: O'Keefe Residence Description:Beam 07 Address: 3 Clamshell Cove Rd. Specifier: City, State,Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 z 3 1 06-06-00 80,3-1/2" B1,3-1/2- LL 878 Ibs LL 878 Ibs DL 2544 Ibs DL 1491 Ibs SL 2493 Ibs SL 1129 Ibs Total Horizontal Product Length=06-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 3rd floor Unf. Area(psf) Left 00-00-00 06-06-00 30 10 09-00-00 2 gable Unf. Lin. (plf) Left 00-00-00 06-06-00 0 100 n/a 3 roof Unf. Area (psf) Left 00-00-00 06-06-00 15 25 02-00-00 4 Beam 02 at bearing BO Conc. Pt. (Ibs) Left 02-00-00 02-00-00 2544 3297. n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 9388 ft-Ibs 58.5% 115% 13 1 - Internal be verified by anyone who would rely on End Shear 5319 Ibs 73.2% 115% 2 1 - Left output as evidence of suitability for Total Load Defl. U685 (0.106") 35.0% 2 1 particular application.Output here based Live Load Defl. U1203 0.06" 29.9% 2 1 on building code-accepted design Max Defl. 0.106" ( ) 10.6% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 7.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 5914 Ibs 113.6% 64.4% Spruce-Pine-Fir (888)234 0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3497 Ibs 67.2% 38.1% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMTm SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing BO should be at least 4". PLUS®,VERSA-RIM®, Bearing BO cannot support a load of 5914 Ibs. VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. OF q� PAUL W. SWANSON .. STRUCTURAL No. 35334 S/SAL. II I w�- Triple 1-3/4" x 11-7/8" VERSA-LAM0 2.0 3100 SP Floor Beam\Beam 08 ITC 9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07, 2007 11:14 Build 91 ' File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 08 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 63 16-00-00 BO,3-1/2" B1,3-1/2" LL 3832 Ibs LL 3832 Ibs DL 1424 Ibs DL 1424 Ibs Total Horizontal Product Length=16-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 3rd floor Unf.Area (psf) Left 00-00-00 16-09-00 30 10 15-03-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 20820 ft-Ibs 65.2% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 4452 Ibs 37.6% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U288 (0.679") 83.3% 1 1 particular application.Output here based Live Load Defl. U395 (0.495") 91.1% 1 1 on building code-accepted design properties and analysis methods. Max Defl. 0.679" 67.9% 1 1 Installation of BOISE engineered wood Span/Depth 16.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %.Allow building codes.To obtain Installation Guide -Bearing Supports Dim.(L x WI Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 5256 Ibs 67.3% 38.1% Spruce-Pine-Fir (888)234-0056 before installation. i B1 Wall]Plate 3-1/2"x 5-1/4" 5256 Ibs 67.3% 38.1% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUDS are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, L.L.C. Connection Diagram b [— d— a o o c e o 0 0 Uf �o a minimum=2" c=6-7/8" '4� PAUL W.. C'�� b minimum= 3" d= 12" SWANSONul , e minimum= 3" S7CfURAL ti Nailing schedule applies to both sides of the member. No.35334 Member has no side loads. Connectors are:16d Common Nails r7�fAi. E� g 7 07 ' Triple 1-3/4" x 11-7/9" VERSA-L.AM8 2,0 3100 SR Floor BeamlBeam 09 I'd (L ®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07,2007 11:14 Build 91 ` File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 09 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 1 15-09-00 80,3-1/2" B1,3-1/2" LL 3603 Ibs LL 3603 lbs DL 1339 Ibs DL 1339lbs Total Horizontal Product Length=15-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 3rd floor Unf.Area (psf) Left 00-00-00 15-09-00 30 10 15-03-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 18342 ft-Ibs 57.5% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 4138 Ibs 34.9% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U348 (0.527") 68.9% 1 1 particular application.Output here based Live Load Defl. U478(0.384") 75.4% 1 1 on building code-accepted design Max Defl. 0.527" 52.7% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 4942 Ibs 63.3% 35.9% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 4942 Ibs 63.3% 35.9% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Notes BOISE GLULAMT'" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUDS are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Connection Diagram b d a o o c • i a e o 0 0 / PA a minimum =2" c=6-7/8" ( S1NAnISON b minimum= 3" d= 12" III STRUCTURAL H e minimum=3" No. z533a .v� F Q Nailing schedule applies to both sides of the member. Member has no side loads. s'JON 1 Ewe` Connectors are:16d Common Nails 197 4 Double 1-3/4" x 9-1/2"VERSA-LAW 2.0 3100 BP Floor BeamlBeam 10 PL,6,- 9.5 Design Report-US 1 span No cantilevers( 0/12 slope Friday, September 07, 2007 10:20 Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 10 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 i 06-06-00 BO,3-1/2" B1,3-1/2" LL 1853 Ibs LL 1853 Ibs DL 648 Ibs DL 648 Ibs Total Horizontal Product Length=06-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 3rd floor Unf.Area (psf) Left 00-00-00 06-06-00 30 10 19-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3510 ft-Ibs 25.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1667 Ibs 26.4% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U1572(0.046") 15.3% 1 1 particular application.Output here based Live Load Defl. U2122(0.034") 17.0% 1 1 on building code-accepted design Max Defl. 0.046" 4.6% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 7.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dlm.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 2500 Ibs 48.0% 27.2% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2500 Ibs 48.0% 27.2% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUDS are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Connection Diagram b d— a c 41 yam '�c a minimum=2" c= 5-1/2" o PaI�L W. �: b minimum=3" d= 12" swaNSON ,� � si-RucruBaL Member has no side loads. No. 35334 Connectors are:16d Common Nails ONA Page 1 of 1 Quadruple 1-3/419 x 18 VERSA-LAM@ 2.a 3100 SP Floor BeamlBeam 1-1. M, ' 09.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07,2007 10:20 Build 91 File Name: BC 2757 LV L Job Name: O'Keefe Residence Description:Beam 11 V4.j- S 6V ZX 3 S Address: 3 Clamshell Cove Rd. Specifier; City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 1 24-07-08 - B0,3-1/2" 131,3-1/2" LL 7018 Ibs LL 7018 Ibs DL 2776 Ibs DL 2776 Ibs I , Total Horizontal Product Length=24-07-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 3rd floor Unf.Area (psf) Left 00-00-00 24-07-08 30 10 19-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 58070 ft-Ibs 62.2% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 8369 Ibs 35.0% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U323 (0.897") 74.3% 1 1 particular application.Output here based Live Load Defl. U451 (0.643") 79.8% 1 1 on building code-accepted design Max Defl. 0.897" gg.7',(, 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 16.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO WalUPlate 3-1/2"x 7" 9794 Ibs 94.1% 53.3% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 7" 9794 Ibs 94.1% 53.3% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARDTM',BCl®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Connection Diagram b d a 2 7X 1 83 •-� bV1Zx YS L= ZbS l�� Z3S ;� 4 a minimum=2" c= 14" cj b minimum=2-1/2"d=24" = r 1,5 ,k >, 8'k o k Member has no side loads. OF. Connectors are:1/2 in.Staggered Through Bolt PAUL W. � SWANSON v STRUCTURAL o. 533 F T Page 1 of 1 O i Double 1-3/4" x 94/2"VERSA-LAM0 2.0 3100 SP Floor BeamlBeam 12 BC CALL®9.5 Design Report-US 1 span I No cantilevers 0/12 slope Friday, September 07, 2007 10:20 . Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description:Beam 12 Address: 3 Clamshell Cove Rd. Specifier: City State, Zip:Cotuit, MA Designer: Customer. SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 2 3 1 , 11-00-00"• BO,3-1/2" B1,3-112" LL 1650 Ibs LL 1650 Ibs DL 1426 Ibs DL 1426 Ibs SL 275 Ibs SL 275 Ibs Total Horizontal Product Length=11-00-00 Load Summary ...Live . Dead Snow Wind Roof Live Tad'Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb. 1 3rd floor Unf.Area(psf) Left 00-00-00 11-00-00 30 10 10-00-00 2 gable Unf. Lin. (pif) Left 00-00-00 11-00-00 0 120 n/a 3 roof Unf.Area (psf) Left 00-00-00. 11-00-00 15 25 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of Input must Pos. Moment 7770 ft-Ibs 55.7% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 2470 Ibs 39.1% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U374 (0.339") 64.2% 2 1 particular application.Output here based Live Load Defl. U651 (0.194") 55.3% 2 1 on building code-accepted design Max Defl. 0.339" 33.9% 2 1 properties and analysis methods. .. Installation of BOISE engineered wood Span/Depth 13.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 3351 Ibs 64.4% 36.5% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3351 Ibs 64.4% 36.5% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTm, ALLJOIST®,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSASTUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Connection Diagram b d a c •� • Of a minimum=2" c- 5-1/2 b minimum=3" d= 12" PAUL W. SWANSON Member has no side loads. STRUCTURAL H Connectors are:16d Common Nails No. 35334 9 F � /OryAL • � 7 O7: Page 1 of 1 ti. Double 1-3/4" x 9-1/2" VERSA-LAM@) 2.0 3100 SP Floor BeamlBeam 13 6tWL*C®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07, 2007 11:14� Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 13 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 z 09-06-00 BO,3-1/2" B1,3-1/2- LL 2992 Ibs LL 2992 Ibs DL 2026 Ibs DL 2026 Ibs SL 237 Ibs SL 237 Ibs Total Horizontal Product Length=09-06-00 Load Summary ' Live Dead Snow Wind Roof hive Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 09-06-00 40 12 09-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 09-06-00 0 80 n/a 3 Beam 06 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 1282 1089 237 n/a 4 Beam 06 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 1282 1089 237 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5696 ft-Ibs 40.8% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 2044 Ibs 32.3% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U647 (0.168") 37.1% 1 1 particular application.Output here based Live Load Defl. U1002(0.108") 35.9% 1 1 on building code-accepted design properties and analysis methods. Max Defl. 0.168" 16.8% 1 1 Installation of BOISE engineered wood Span/Depth 11.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dlm.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 5255 Ibs 100.9% 57.2% Spruce-Pine-Fir (888)234-0056 before installation. 81 Wall/Plate 3-1/2"x 3-1/2" 5255 Ibs 100.9% 57.2% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, CBUtIOnS BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing BO should be at least 3-9/16". PLUS®,VERSA-RIM®, Bearing BO cannot support a load of 5255 Ibs. VERSA-STRAND®,VERSA-STUD®are Bearing length at bearing B1 should be at least 3-9/16". trademarks of Boise Wood Products, Bearing B1 cannot support a load of 5255 lbs. L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Of p� PAUL W. cv, ¢11UANSON c�aJf�t./iTURAL N N9, 35334 .09 O kQ SIQ�IAt:�� . Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 14 ♦a6t%L'C®9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Friday, September 07, 2007 11:14 Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 14 Address: 3 Clamshell Cove Rd. Specifier:. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 z 06-06-00 BO,3-1/2" B1,3-1/2" LL 2047 Ibs LL 2047 Ibs DL 3185 Ibs DL 3185 Ibs SL 2493 Ibs SL 2493 Ibs Total Horizontal Product Length=06-06-00 Loud Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 06-06-00 40 12 09-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 06-06-00 0 80 n/a 3 Beam 07 at bearing BO Conc. Pt. (Ibs) Left' 00-00-00 00-00-00 877 2544 2493 n/a 4 Beam 07 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-OG-00 877 2544 2493 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2543 ft-Ibs 18.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1208 Ibs 19.1% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U2170(0.033") 11.1% 1 1 particular application.Output here based Live Load Defl. U3360(0.022") 10.7% 2 1 on building code-accepted design ° properties and analysis methods. Max Defl. 0.033 3.3/0 1 1 Installation of BOISE engineered wood Span/Depth 7.6 n/a 0 1 . products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wail/Plate 3-1/2"x 3-1/2" 7725 lbs .148.4% 84.1% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 7725 Ibs 148.4% 84.1% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCIO, Cautions BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing BO should be at least 5-1/4". PLUS®,VERSA-RIM®, Bearing BO cannot support a load of 7725 Ibs. VERSA-STRANDO,.VERSA-STUD®are Bearing length at bearing B1 should be at least 5-1/4". trademarks of Boise Wood Products, Bearing 131 cannot support a load of 7725 lbs. L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. OF c `off PALIL W. �C- SWANSON STRUCTURAL n No. 35334 14T�AL E 7 07 i Double 1-3/4"x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 15' ci CSC®9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Friday, September 07, 2007 10:20 Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 15 Address: 3 Clamshell Cove Rd. Specifier: City, State,Zip:Cotuit, MA Designer. Customer. SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 2 3 1 _ . 09-06-00 BO,3-1/2" B1,3-1/2" LL 2993 Ibs LL 2993 Ibs DL 1887 Ibs DL 1887 Ibs SL 238 Ibs SL 238 Ibs I Total Horizontal Product Length=09-06-00 Load Summary Live. Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 1009/6 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 09-06-00 40 12 09-00-00 2 walls Unf. Lin. (plf) Left 00-00-00 09-06-00 0 160 . n/a 3 3rd floor Unf. Area(psf) Left 00-00-00 09-06-00 30 10 09-00-00 4 roof Unf. Area(psf) Left 00-00-00 09-06-00 15 25 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Locatlon Completeness and accuracy of input must Pos. Moment 10498 ft-Ibs 75.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 3767 Ibs 59.6% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U335(0.324") 71.7% 2 1 particular application.Output here based Live Load Defl. U531 (0.204") 67.8% 2 .1 on building code-accepted design Max Defl. 0.324" 32.4°� 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 5117 Ibs 98.3% 55.7% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 5117 Ibs 98.3% 55.7% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALUOISTG,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRAND,VERSA-STUD®are 'Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. Connection Diagram b —d a c �s ti PAUL W. a minimum=2" c= 5-1/2" SWANSON b minimum=3" d= 12" U STflUCTURAL n o. 35334 IN Member has no side loads. .off Connectors are: 16d Common Nails Page 1 of 1 Double 1-314" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 16 �C CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07,2007 10:20 Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 16 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 z a 3 08-06-00 BO,3-1/2" B1,3-1/2" LL 2678 Ibs LL 2678 Ibs DL 3122 Ibs DL 2509 Ibs SL 2696 Ibs SL 1726 Ibs Total Horizontal.Product Length=.08-06-00 Load Summary Live ;Dead Snow Wind .Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% -125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-06-00 40 12 09-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 08-06-00 0 80 n/a 3 3rd floor Unf. Area(psf) Left 00-00-00 08-06-00 30 10 09-00-00 4 roof Unf.Area (psf) Left 00-00-00 04-00-00 15 25 14-00-00 5 Beam 04 at bearing BO Conc. Pt. (Ibs) Left 04-00-00 04-00-00 2329 3022 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 20230 ft-Ibs 82.7% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 6600 Ibs 72.7% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U449 (0.215") 53.5% 2 1 • particular application.Output here based . Live Load Defl. L 723(0.134") 49.8% 2 1 on building code-accepted design Max Defl. 0.215" 21.5°i6 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 8.1. n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 8495 Ibs 163.2% 92.5% Spruce-Pine-Fir (888)234 0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 6913 Ibs 132.8% 75.2% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD-,BCIG, Cautions BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing BO should be at least 5-3/4". PLUS®,VERSA-RIM®, Bearing BO cannot support a load of 8495 Ibs. VERSA-STRAND®,VERSA-STUD®are Bearing length at bearing B1 should be at least 4-11/16". trademarks of Boise Wood Products, Bearing B1 cannot support a load of 6913 lbs. L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Of PAUL W Gs a Z: SWAtSSON v STRUCTURAL N No, 35 34 4 �FSSINN 7. Page 1 of 2 ' Ouadrupie 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 17 Build 91 Design Report-US 3 spans No cantilevers 0/12 slope Friday, September 07,2007 10:20 ' ' File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 17 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 4 3 1 11-00-00 03-06-00 10-06-00 BO,3-1/2" 131,3-1/2" B2,7" B3,3-1/2" LL 6749 Ibs LL 7065 Ibs LL 16150 Ibs LL 3488 Ibs DL 2410 Ibs DL 632 Ibs DL 5029 Ibs DL 1201 Ibs Total Horizontal Product Length=25-00-00 Load Summary Live:..,. pead Snow Wind Roof Live Tag Description Load Type Ref. -Start End 100% `:•..:90% 115% 133% .125% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 25-00-00 40 1 12 15-00-00 2 _ Beam 08 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 3831 1424 n/a 3 Beam 08 at bearing B1 Conc. Pt. (Ibs) Left 16-09-00 16-09-00 3831 1424 n/a 4 Beam 09 at bearing BO Conc. Pt. (Ibs) Left 16-09-00 16-09-00 3603 1339 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 12630 ft-Ibs 29.7% 100% 14 3- Internal be verified by anyone who would rely on Neg. Moment -20105 ft-Ibs 47.3% 100% 20 2-Right output as evidence of suitability for End Shear -3660 Ibs 23.2% 100% 14 3- Right particular application.Output here based Cont. Shear 13017 Ibs 82.4% 100% 20 3-Left on building code-accepted design properties and analysis methods. Uplift 3220 Ibs n/a 20 1 -Right Installation of BOISE engineered wood Total Load Defl. U1052(0.117") 22.8% 14 3 products must be in accordance with Live Load Defl. U1420(0.087") 25.4% 14 3 current Installation Guide and applicable Total Neg. Defl. -0.017" 3.4% 14 2 building codes.To obtain Installation Guide Max Defl. 0.117" 11.7% 14 3 or ask questions,please call Span/Depth 10.9 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJS-, %Allow %Allow ALLJOISTO,BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Wall/Plate 3-1/2"x 7" 9159 Ibs 88.0% 49.8% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Wall/Plate 3-1/2"x 7" 7697 lbs 73.9% 41.9% Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are 82 Post 7"x 5-1/4" 21179 Ibs 0.6% 76.8% Steel trademarks of Boise Wood Products, B3 Wall/Plate 3-1/2"x 7" 4689 Ibs 45.0% 25.5% Spruce-Pine-Fir L.L.C. Cautions Uplift of 3220 Ibs found at span 1 -Right. Member is not fully supported at post B2. A connector is required at this bearing. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. tN OF M Notes p� PAUL W. Design meets Code minimum (U240)Total load deflection criteria. SWANSON ' Design meets Code minimum (U360) Live load deflection criteria. s-rRUcTuIRAL, Design meets arbitrary(1") Maximum load deflection criteria. No 35334 Page 1 of 2 Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 19 bv+�tAILUO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Friday, September 07, 2007 10:20, Build 91 ' File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 19 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer. SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 2 3 13-06-00 BO,3-1/2" B1 LL 6247 Ibs LL 6038 Ibs DL 2496 Ibs DL 2412 Ibs Total Horizontal Product Length=13-06-00 Load Summary Live _.;Dead. .,Snow- Wind Roof Live Tsg Description Load Type Ref. Start End :.100% 90% 115% 133% 125% Trib. 1 Standard Load U.nf. Area(psf) Left 00-00-00 13-06-00 .40 12 .13-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 13-06-00 0. 60 n/a 3 3rd floor Unf.Area(psf) Left 00-00-00 13-06-00 30 10 13-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 28036 ft-Ibs 87.9% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -7150 Ibs 60.4% 100% 1 1 -.Right output as evidence of suitability for - . Total Load Defl. U263(0.60.7") 91.4% 1 1 particular application.Output here based Live Load Defl. U367(0.433") 98.0% 1 1 on building code-accepted design Max Defl. 0.607" 60.7% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 13.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call -BO Wall/Plate 3-1/2"x 5-1/4" 8742 Ibs 111.9% 63.4% Spruce-Pine-Fir. (888)234-0056 before installation. B1 Hanger Load n/a 8450 Ibs Unspecified n/a Hanger BC CALCO,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCIO, Cautions BOISE GLULAM rm SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing BO should be at least 3-15/16". PLUS®,VERSA-RIM®, Bearing SO cannot support a load of 8742 lbs. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram � Of. tt b d Q�'� . a q. . PAUL W. • • • fir.. r., o 0 Q $WANSON c S STRUCTURAL v No..35334 e 0 0 0 �SS1Gla L � ` a minimum=2" c=6-7/8" 9 7 b minimum = 3" d= 12" e minimum= 3" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 i Y� ' �� Triple 1-3/4'" x 11-7/8"" VERSA-L-AM® 2.0 3100 SP Floor Beam\Beam 20 'S` CA'�C®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07, 2007 10:20 Build 91 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 20 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip: Cotuit, MA Designer. Customer. SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 3 1 o4-oaoo BO,3-1/2" B1,5-1/4" LL 2402 Ibs LL 10867 Ibs DL 978 Ibs DL 4344 lbs Total Horizontal Product Length 04-00-00 Load Sunymary Live ..Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% '115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 04-00-00 40 12 01-04-00 2 Beam 19 at bearing B1 Conc. Pt. (Ibs) Left 03-00-00 03-00-00 6038 2412 n/a 3 Beam 11 at bearing BO Conc. Pt. (Ibs) Left 03-00-00 03-00-00 7018 2776 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7592 ft-Ibs 23.8% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -7213 Ibs 60.9% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U4877(0.008") 4.9% 1 1 particular application.Output here based Live Load Defl. U6835(0.006") 5.3% 1 1 on building code-accepted design properties and analysis methods. Max Defl. 0.008" 0.8% 1 1 Installation of BOISE engineered wood Span/Depth 3.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO WalUPlate 3-1/2"x 5-1/4" 3380 Ibs 43.3% 24.5% Spruce-Pine-Fir (888)234-0056 before installation. B1 Post 5-1/4"x 5-1/4" 15211 Ibs 0.6% 73.6% Steel BC CALC D,BC FRAMER®,AJS-, ALLJOISTS,BC RIM BOARD TM',BCIO, Cautions SYSTEMS, GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMS, VERSA-STRANDS,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b d a • • • � Of. o o � c +,�`. PAUL W. . . . SWANSON e o 0 0 $ STRUCTURAL. No. 35334 a minimum=2" c=6-7/8" s�/ONAL C� . b minimum= 3" d= 12" e minimum=3" 9 a Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connecto are:16d Common Nails Page 1 of 1 �n Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 21, '�s�i GAL'C®9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07, 2007 10:20 Build 91 ' File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 21 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 2 a 3 06-06-00 BO,3-1/2" B1,3-1/2" LL 1365 lbs LL 1365 lbs DL 1499 lbs DL 1499 lbs SL 1300 lbs. SL 1300 lbs Total Horizontal Product Length=06-06-00 Load Summary Live Dead. Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-06-00 40 12 06-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 06-06-00 0 80 n/a 3 3rd floor Unf.Area(psf) Left 00-00-00 06-06-00 30 10 06-00-00 4 roof Unf.Area(psf) Left 00-00-00 06-06-00 15 25 16-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5846 ft-lbs 36.4% 115% 2 1 - Internal be verged by anyone who would rely on End Shear 2776 lbs 38.2% 115% 2 1 - Left, output as evidence of suitability for Total Load Defl. U944(0.077") 25.4% 2 1 particular application.Output here based Live Load Defl. U1475(0.049") 24.4% 2 1 on building code-accepted design Max Defl. 0.077" 7.7% 2 1 properties and s methods. S Installation of BOISE OISE engineered wood Span/Depth 7.6 Na 0 1 i p p products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 4164 lbs 80.0% 45.3% Spruce-Pine-Fir (688)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 4164 lbs 80.0% 45.3% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, Notes BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, LL.C. Connection Diagram b d— a c OF,P e O PAUL W. SWANSON STRUCTURAL .N a minimum=2" c= 5-1/2" No. 35334 NN Sj b minimum = 3" d= 12" Member has no side loads. Connectors are:16d Common Nails i`: 0 A 9 01 Page 1 of 1 . f. r I • r® r•. • ''ma's .. �,m Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3'I00 SP Floor BeamlBeam 22 'BC CA CO 9.5 Design Report-US 1 span No cantilevers 10112 slope Friday, September 07,2007 10:20 Build 91 ' File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 22 Address: 3 Clamshell Cove Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: E,8R-1040 Misc: Job 2757 5 2 6 3 0 t 09-06-00 BO,3-1/2".. B1,3-1/2" LL 4110 lbs LL 3288 lbs DL 2606 lbs DL 2133 lbs SL 375 Ibs SL 375 lbs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area(pso Left 00-00-00 09-06-00 40 12 11-00-00 2 wall Unf. Lin. (plf Left 00-00-00 09-06-00 0 80 n/a 3 3rd floor Unf. Area(pso Left 00-00-00 04-09-00 30 10 11-00-00 4 Beam 12 at bearing BO Conc. Pt. (Ibs) Left 04-09-00 04-09-00 1650 1426 275 n/a 5 wall Unf. Lin. (plf) Left 00-00-00 04-09-00 0 80 n/a 6 roof Unf. Area(psf) Left 00-00-00 09-06-00 15 25 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 16684 ft-lbs 78.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 5160 lbs 65.3% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U441 (0.246") 54.4% 2 1 particular application.Output here based Live Load Defl. L1708 (0.153") 50.9% 2 1 on building code-accepted design rop rties and analysis methods. Max Defl. 0.246" 24.6% 2 1 Installation of BOISE engineered wood Span/Depth 9.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 7090 lbs 136.2% 77.2% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 5796 lbs 111.3% 63.1% Spruce-Pine-Fir BC CALC D,BC FRAMER®,AJSTM, ALUOIST®,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMTM SIMPLE FRAMING Bearing length at bearing BO should be at least 4-13/16 SYSTEM®,VERSA-LAM®,VERSA-RIMPLUS®,VERSA-RIM®, Bearing BO cannot support a load of 7090 lbs. VERSA-STRAND®,VERSA-STUD®are Bearing length at bearing B1 should be at least 3-15/16". trademarks of Boise Wood Products, Bearing B1 cannot support a load of 5796 lbs. L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. ��1,N Of Design meets arbitrary(1") Maximum load deflection criteria. � c c..ez. PAUL.W,. Me q SWANSON STRUCTURAL V3 . .�, No, 35334 0>aEAL 9 -7 Page 1 of 2 " Triple 1-3/4" x 11-7/8" VERSA-LAID® 2.0 3100 SP Floor Beam\Beam 23 ' dCCALfC®9.5 Design Report-US 6 spans I No cantilevers 0/12 slope Friday, September 07, 2007 10:20 Build 91 1 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 23 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip: Cotuit, MA Designer: Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 s s e 17 s 8 7 1 07-03-00 0 07-03-00 0 10-05-00 0 07-08-00 0 09-07-00 012-09-00 B0,3-1/2" B1,5-1/4" 62,9-112" B3,9-1/2" B4,9-1/2" B5,9-1/2" B6,3-1/2" LL 9416 Ibs LL 10468 Ibs LL 27837 Ibs LL 16440 Ibs LL 20700 Ibs LL 22939 Ibs LL 4259 Ibs DL 3104 Ibs DL 2195 Ibs DL 7485 Ibs DL 5011 Ibs DL 6994 Ibs DL 8165 Ibs DL 1143 Ibs Total Horizontal Product Length=54-09-00 Load Summary five Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 54-09-00 40 12 18-09-00 2 Beam 17 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 6749 2410 n/a 3 Beam 17 at bearing 61 Conc. Pt. (Ibs) Left 11-00-00 11-00-00 7065 632 n/a 4 Beam 17 at bearing B2 Conc. Pt. (Ibs) Left 14-06-00 14-06-00 16150 5028 n/a 5 Beam 17 at bearing B3 Conc. Pt. (Ibs) Left 25-00-00 25-00-00 3488 1201 n/a 6 walls Unf. Lin. (plf) Left 25-00-00 42-00-00 0 120 n/a 7 2nd floor Unf. Area (psf) Left 25-00-00 42-00-00 40 12 18-09-00 8 3rd floor Unf.Area(psf) Left 25-00-00 42-00-00 30 10 18-09-00 9 Beam 19 at bearing BO Conc. Pt. (Ibs) Left 42-00-00 42-00-00 6246 2495 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 17957 ft-Ibs 56.3% 100% 14 5- Internal be verged by anyone who would rely on Neg. Moment -22588 ft-Ibs 70.8% 100% 24 4-Right output as evidence of suitability for End Shear -4131 Ibs 34.9% 100% 16 6-Right particular application.Output here based Cont. Shear 10779 Ibs 91.0% 100% 24 5-Left on building code-accepted design 0.226" 36.2% 16 6 Properties and O analysis Eemethods. Total Load Defl. U664 ( ) Installation of BIS engineered wood Live Load Defl. L1770 (0.195") 46.7% 16 6 products must be in accordance with Total Neg. Defl -0.073" 14.6% 14 6 current Installation Guide and applicable Max Defl. 0.226" 22.6% 16 6 building codes.To obtain Installation Guide Span/Depth 12.7 - n/a 0 6 or ask questions,please call (888)234-0056 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS-, Bearing Supports Dim.(L x W) Value Support Member Material ALUOISTO,BC RIM BOARD-,BCI®, BO Wall/Plate 3-1/2"x 5-1/4" 12520 Ibs 160.3% 90.8% Spruce-Pine-Fir BOISE GLULAMTM SIMPLE FRAMING B1 Post 5-1/4"x 5-1/4" 12664 Ibs 0.5% 61.3% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 9-1/2"x 5-1/4" 35321 Ibs 0.7% 94.4% Steel PLUS®,VERSA-RIM®, VERSA-STRA B3 Post 9-1/2"x 5-1/4" 21451 Ibs 0.4% 57.3% Steel Bois Wood STUD®are WooVERSd P trademarks of Boise W Products, B4 Post 9-1/2"x 5-1/4" 27693 Ibs 0.6% 74.0% Steel L.L.C. B5 Post 9-1/2"x 5-1/4" 31104 Ibs 0.6% 83.2% Steel B6 Wall/Plate 3-1/2"x 5-1/4" 5403 Ibs 69.2% 39.2% Spruce-Pine-Fir eg- ��Ty Cautions a -" �. Bearing length at bearing BO should be at least 5-5/8". ;4p' j PAUL W. Bearing BO cannot support a load of 12520 lbs. SwAn18ON Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. u ' STRUCTURAL n Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. o. 3533 Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. .off Column at Bearing B4 analyzed for bearing only, column analysis has not been performed. Column at Bearing B5 analyzed-for bearing only, column analysis has not been performed. /� E�' -7 Page 1 of 2 ten. Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SR Floor BeamlBeam 24 "St Build 91 9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, September 07,2007 10:20 File Name: BC 2757 Job Name: O'Keefe Residence Description: Beam 24 Address: 3 Clamshell Cove Rd. Specifier: City, State, Zip: Cotuit, MA Designer- Customer: SPB Design Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2757 7 4 2 6 5 3 1 07-00-00 BO,5-1/4" B1,3-1/2" LL 4379 Ibs LL 3023 Ibs DL 3604 Ibs DL 2571 Ibs SL 2268 Ibs SL 1565 Ibs Total Horizontal Product Length=07-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 07-00-00 40 12 09-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 07-00-00 0 80 n/a 3 2nd floor Unf.Area (psf) Left 00-00-00 03-06-00 40 12 09-00-00 4 wall Unf. Lin. (pif) Left 00-00-00 03-06-00 0 80 n/a 5 3rd floor Unf.Area(psf) Left 00-00-00 03-06-00 30 10 09-00-00 6 roof Unf. Area (psf) Left 00-00-00 03-06-00 15 25 13-00-00 7 Beam 16 at bearing BO Conc. Pt. (Ibs) Left 03-06-00 03-06-00 2677 3122 2695 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 19974 ft-Ibs 81.6% 115% 13 1 - Internal be verified by anyone who would rely on End Shear 7415 Ibs 81.6% 115% 2 1 - Left output as evidence of suitability for Total Load Defl. U590(0.13") 40.6% 13 1 particular application.Output here based Live Load Defl. U920(0.083") 39.1% 13 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.13" 13.0% 13 1 Installation of BOISE engineered wood Span/Depth 6.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call- BO Post 5-1/4"x 3-1/2" 10251 Ibs 18.6% 74.4% Versa-Lam 1.7 (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 7158 Ibs 137.5% 77.9% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMS, Bearing length at bearing B1 should be at least 4-13/16". VERSASTRAND®,VERSASTUDO are Bearing B1 cannot support a load of 7158 Ibs. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. R94.� Design meets arbitrary(1") Maximum load deflection criteria. q r3 O PArJL W. G„�,:• caa. S1 RUCTUR .t No 35334 L Page 1 of 2 7 *S�LOF rI�F. C�urtuit 'lore Putrid • COTUIT + Pater Pepartment * FIRE DISTRICT 9p. 1926 9�a 4300 FALMOUTH ROAD, P.O. BOX 451 Juv( COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 October 29, 2007 Mr. Thomas O'Keeffe, Jr. 22 Clamshell Cove Road Cotuit, MA 02635 Dear Mr. O'Keeffe, This letter confirms that the water has been turned off at 22 Clamshell Cove Road in Cotuit. Sincerely, Sheri Leavenworth ` Business Manager I 7814418721 NSTAR SUM SW3024 02:54:21 p.m. 10-29-2007 1 /1 OrdsTAR One NSTAR Way EL EC TH/C Westwood,Massachusetts 02090 GAS October 29, 2007 Thomas J. O'Keefe 22 Clamshell Cove Road Cotuit, MA 02635 RE: 22 Clam Shell Cove Road, Cotuit Dear Mr. O'Keefe: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of October 26, 2007, the electric service to 22 Clam Shell Cove Road, Cotult, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. if you have any questions, please contact me at (888) 633-3797. Sincerely, Mary Blundell New Customer Connects THOMAS J. O'KEEFFE P.O. Box 2030 Cotuit, MA 02635 September 15, 2007 Mr.Thomas Perry Building Commissioner Building Division Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 22 Clamshell Cove Road Dear Tom; Pursuant to our recent conversation I have attached to the demolition and building permit !" application, a letter from Keyspan Delivery Company indicating that there is no gas presently servicing my property at 22 Clamshell Cove Road. I would also like to confirm that, before any work commences at the property, electric and water shut off letters will be delivered to the Barnstable Building Division. Once again I would like to thank you for your assistance. WJSincer O'Ke fe Energy Delivery 127 Whites Path South Yarmouth, MA 02664 August 31, 2007 - Tom O'Keefe P.O. Box 2030 Cotuit, MA 02635 FAX: 508-420-0940 RE: 22 Clamshell Cove Rd., Cotuit This is to confirm there is no natural gas service to the above address. This was confirmed by a representative of Keyspan Energy. If you have any questions, please call me at 508-760-7481. c Susan McMullin Field Coordinator Keyspan Delivery Company f J G d G ODI i G d 6 , - v Western Surety C d G r n G d G 9 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. G d KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 2 8 4 7 9 7 5 Thomas OKeeffe That we, ' , of the Town of Cotuit , State of Massachusetts , as Principal, n 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"Barnstahl e , State of Massa chu set tg , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Seven hundred and twenty DOLLARS ($ 720 .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 the type of license required Where wark is hpi ncs deep-22 Clams shell Cove Rd, Cotuit, MA 02635 to do work on the Obligee. N FORE, if the Principal shall faithfully perform the duties and comply with the laws and or �� 'i ° all amendments), pertaining to the license or permit, then this obligation to be void, o �'%n full force and effect for a period commencing on the 14 th day of , 2 0.0_.7 , and ending on the 1 4 t h day aD� , 9 n n 7 , unless renewed by continuation certificate. 'rminated at any time by the Surety upon sending notice in writing to the Obligee and to the Obligee or at such other address as the Surety deems reasonable, and at the expira- tiof4e days from the mailing of notice or as soon thereafter as permitted by applicable law, whiche�e�ri3 ',this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 14th day of Septemher , - - Principal Principal Count d WESTERN SU ETY CO NY G �L - f• T G F By By o Resident Agent President G ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 (Corporate Officer) o County of Minnehaha f ss f On this 14 th day of Septemher ?n n 7 ,before me,the undersigned officer,personally appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN G d SURETY COMPANY, a corporation,and that he as such officer,being authorized so to do, executed the foregoing instrument for the purpose therein contained,by signing the name of the torpor ' n by himself as such officer. ; R IN WITNESS WHEREOF, I have hereunto set my hand and official se . G }`J�V+ IS�1��44t:VCyC;to-Ci-.CyCaiCgC�jCfi+ 9 ` J. RHONE T G ' { G �� NOTARY PUBLIC �� ,� VEAL SOUTH DAKOTA SEAL N v otary Public, South Dakota G My Commission Expires 6-12-2004 Western Surety Company 9 G Form 849•A—12.98 1 '�`'�' ' ' ''+ 1-605-336-0850 ' p ACKNOWLEDGMENT OF PRINCIPAL r, F (Individual or Partners) STATE OF MASSACHUSETTS 6 , (, County of BARNSTABLE ss ; P c ° s ; 14th SEPTEMBER ' F On this day of ,before me personally appeared E. n il THOMAS O'KEEFFE ' F known to me to be the individual— described in and who executed the foregoing instrument and ° 4 e ! ` acknowledged to me that—he_executed the same. r P � D My co i a 'rS 6 . i 7Aft RNA R,9bWENEYr _ MYRN R. BLAKE EY ttary-Public : r Notar��ubitc r...,. , . ._ .� � ' Cnmmonw�eatthof:Massadn�e�5"` +• M CommiAsion treS ri y 00October 18,2007 ACKNOWLEDGMENT OF,PRINCIPAL (Corporate Officer) ti } STATE OF fs ss c' County yof ram.�►•4, i •.�4 , , On this * .--- day of ,before me, I J�q"'lC t personally a',geared , 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. My commission expires •:r Notary Public Ii P P \^ P l C: P r c ° n 6 � P D z Z rn ° 5' r D it Oce 04 ' o z z , 14 F ® - � b Permit# i Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: O'Keeffe Residence Report Date:09/12/07 Data filename:C:1Program FileslCheck%REScheck 0Keefe 2x4.rck Energy Code: Massachusetts Energy Code Location: Cotuit,Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 19% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 22 Clamshell Cove Road Cotuit,MA Compliance:Passes Maximum UA:750 Your Home UA6 750 0.0% Better Than Code(UA�' Assembly . . rt.. Ceiling 1:Flat Ceiling or Scissor Truss: 2602 30.0 0.0 91 Wall 1:Wood Frame,16"o.c.: 4010 13.0 0.0 263 Window 1:Vinyl Frame:Double Pane with Low-E: 555 0.350 194 Door 1:Solid: 34 0.250 9 Door 2:Glass: 214 0.330 71 Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space: 2602 19.0 0.0 12.2 Furnace 1:Forced Hot Air.84 AFUE Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Company.Name Date O'Keeffe Residence Page 1 of 4 S i REScheck Software Version 3.7.3 C�j( Inspection Checklist Date: 09/12/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U factor.0.350 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Doors: ❑ Door 1:Solid,U-factor.0250 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood JoisUTruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.84 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfrn(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑-Materials and equipment must be identified so that compliance can be determined. - ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing Ufactors,and heating equipment efficiency must be dearly marked on the building plans or specifications. Duct Insulation: O'Keeffe Residence Page 2 of 4 ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-iepletable sources.Pool pumps require a time dock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. O'Keeffe Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 125"to 2.0" 2.5"to 4" Heating Systems Low Pressurelfemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) OWeeffe Residence Page 4 of 4 i i � � i i i i i i i i i i i Permit# Permit Date I REScheck Software Version 3.7.3 Compliance Certificate Project Title: O'Keeffe Residence Report Date:09/12/07 Data filename:C:1Program Files\CheckkREScheck\OKeefe 2x6.rck Energy Code: Massachusetts Energy Code Location: Cotuit,Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 19% Heating Degree Days: 6137 i Construction Site: Owner/Agent: Designer/Contractor. 22 Clamshell Cove Road Cotuit,MA Compliance: r Yo ode Ceiling 1:Flat Ceiling or Scissor Truss: 2602 30.0' 0.0 91 Wall 1:Wood Frame,16"o.c.: 4010 19.0 0.0 192 Window 1:vinyl Frame:Double Pane with Low-E: 555 0.350 194 Door 1:Solid: 34 0.250 9 Door 2:Glass: 214 0.330 71 Floor 1:All-Wood Joist/Truss.Over Unconditioned Space: 2602 19.0 0.0 122 Furnace 1:Forced Hot Air.84 AFUE Compliapee Sta(sment•The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy t Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Company Name Date O'Keeffe Residence Page 1 of 4 c REScheck Software Version 3.7.3 Inspection Checklist Date: 09/12/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0250 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.84 AFUE or higher Make and Model Number- Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warniAn-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: l] Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: O'Keeffe Residence Page 2 of 4 t i ❑ Ducts shall be insulated per Table J4.4.7.1. � T Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturers installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment SiAng: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an ontoff heater switch and require a cover unless over 20%of the heating energy is from nontiepletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. O'Keeffe Residence Page 3 of 4 4- Table 1:Minimum Insulation Thickness for Circulating Not Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Belaw 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) O'Keeffe Residence Page 4 of 4 f BDny.5913Y'GE 123 61547 4 I, SUSAN H. HENRY ! t, of 22 Clamshell Cove Road, Cotuit, Barnstable county.Massachusetts I I x in consideration if THREE HUNDRED FIFTEEN THOUSAND AND NO/100 ($315,000.00) DOLLARS o 's P ' a grant to THOMAS J. O'KEEFFE,JR., and ROSEMARY C. O'KEEFFE,husband and wife as tenants by the entirety, both 6 Knollwood Drive, Dover, Norfolk County, Massachusetts of with quitelllinl couvitltlits 1.1 the lan('xa with g buildings thereon, situate in Cotuit, Barnstable County, Massachusetts, bbounded and described as follows: SOUTHERLY by Clam Shell Cove Road, 180.00 feet; S WESTERLY by Lot 4 shown on the plan hereinafter des- cribed, 156.95 feet; NORTHERLY by the waters of Popponessett Bay to the north- west corner of Lot 2 on the plan hereinafter vdescribed; and EASTERLY by the westerly line of the said Lot 2, 227.95 feet to a white stake at the southwesterly i corner of the said Lot 2 on Clam Shell Cove Road, to the point of beginning. Being a certain parcel of land shown as Lot 3 on a plan entitled "Plan of Cotuit Coves, Section One, owned by Chase Village, Inc., and Seymour Williams, Jr., in Cotuit, Barnstable. Scale 1" equals 80' November 1955 Newell B. Snow, Engineer", which plan is recorded with Barnstable Registry of Deeds in Plan Book 134, Page 41 and cZ said lot is more specifically bounded as above. Subject to and with the benefit of all rights and restrictions of record ,_ insofar as the same are now in force and applicable. tL For my title see deed of Thomas Henry, Jr, to me recorded with the u Barnstable County Registry of Deeds in Book 3786, Page 113. r� c,, �.t. 1'.xccuteinstrumentsealed instrument this '11t10n4•/ � -I�t ilcj day of, 4 1987}}} / I AL Susan H. Henry --— --- — `^ CI)MM(1NW[P,LiH Of 1,1A',`A! HII'I N 5 (rile T'1111mnitluetlltll of Aill sell cllusette Barnstable t/cc/y1" y I487 s 7 hell p"Isunalk appc;oed the ahme nanutt i Susan H. Henrys I. ; I ' ?t�,r he heC act un dhcd, and ackm,wledped the h"eF-nngmto i AF ISTA®LECO James E. F ynn RTRYOFDEEDS #+txxx Y!K>Pklrx A T E COPY,ATTE3i' My cunun,ssion cxpi,6 May 9, 1 1 d®MN r r I I�l I JEP 687 15083625065 07:37:52 a.m. 09-13-2007 2/2 • r'� ` Y V r ' . I �1•'• g • / , �► .......a i •� 20-90.so.rr � �:, II •" aOaooA SO.rt. 2esao, ' - V Sa R. a3000i S0.rT. I 7fi00t=FT. Kreoo•aarr. r. f/ 1 ''•• .."' _ .` 1 •{' ••r ROAD zeaao.ao.n. ` Z 1304bA 313 TM 0 �/ Z 2naa.SO.rr, 19 2oaoe.x.rc L/I 120MO.;3o.rr, .10190. 73A ' O ..... a e.• w •I I I 00.S0.(T. 2400. 24.700•so.rr. 3 u03s0•sgrr. _ � M I ' T12301S.30.M (/, 24243•3O. 1 IJ 24723.30.rt •t F,. = P 4.11 I y 9 13 rn �`yy.To 4 )1 ' aa67W 34 rr, '� pf,•P•A i.,VIP I, yfi�OJ ^„"• V 274a0•30.R. I r 31000• m•FT. ,20413e 30.rr / *00 f„P!C gY Pf[S VILt.P4f.1M4.• ► SfYMOVN PLAN OF _ COTUIT COVES WAFf7451 SECTION ONE L A OWNED BY CHASE STREET VILLAGE, INC.. Ro��;"°s,L^''tO"ARD O.Y THRRvy. & SEYMOUR WILLIAMS,JR: ��k�:.:,:> ••.. .t:•I•UCAALE LAWS IN coru IT BOaf:O4.: . ..�...__ BARNSTABLE. TOWN OF SA::ss.rABLE............._..._..�__ SCALE:1-- BO- NOVEMBER 19.55,°'nova• oaTeoaucn..�..unv ao. NEWELL B.SNOW ENG'R. BUZZARDS BAY. MASS. Fin; i■■ ■■■i ■o'■ ji■il- ;■■.= ■■. SlIMEI =!ii ii 'sm=ili ■ [... ..., ■� ■■■■■� ;■■■ I■■. , o ■8 II■■■'o �1 ��B -�■■mI �■� 3 9 ■■ 5 I■i 1 �u�u■uul u■uuu�■ _ -. ■■■�=I■■■ ,! ■■■ ■■ ■ II ■oni�i■iuu■ innn■nnn' ■■■,_`■■■�= j ■' —;■■■— ■■■_ = = ■■ = ii it _I jl�■j �■�= I�j I��I e ■■i= �� _ _- = ii — - - ='II�1\I111111rls �I 1%I11110 , = - 111111■1111111. 1C0 1■■ 11suff Is-so■■ �■�■ ■MEN .._ �i ii■mom son=i■■■�■an ��1 MN nn �. 111111-NO1111111-n nn F11I!I!1 II'IJI;I'JIlilIII I (IIITIII'�l!�111j!f!!IH�JI'�I'111- W z J �........ DECK 2 O Z d W Q vu., rMm.w mro�n w.®, 0 2 a gam ® wa OO 2 LIVING 'PINING FAMILY ROOM MASTER BEDROOM i • �.�n°Owome � e.o.i ...............:4a i KITCHEN ..�. •.. ...._....._. w m ................ w .m.i. ........ S HALL ................ .....................: NBC 2 JABOVE Eff __ i P.R.OPEN 7a2 •+ O2 CAR GARAGEENTRY COVERED MASTERiBATHOw w 2 mu.n i U O PLAN DATE:82I M7 i .. ...................... .. ...... WN DY. SPB/JM I ...i.. ._i. .. .......: OM 8 `C RENSIONS: 1 SCALE:1/4'-1'4r UNLESS NOTED ' FIRST FLOOR PLAN SQUARE FOOTAGE=2.080 .i A2 i F J N 0 ; O d Z i BATH V BATH _ p c7 N 4 : �� A �i �W QN BEDROOM ? BEDROOM a 0 N ,..; BEDROOM 3 s WIC WIC u.. j S w ....................... ....................... W HALL HALL J .Q O .. R OFFICE z P.R. O :WIC OPEN TO BELOW BATH w O w i Z w A Lu o 0 MEDIA/FAMILY ROOM 'V` O ¢ w =----- -----------------------------------------------------------------"---- -....-.: LL U O U O NU N PLAN DATE:B121107 DMWN BY: SPB/JMB REVISIONS: SECOND FLOOR PLAN SQUARE FOOTAGE=2,554 ' SCALE:1/4'=11-0' UNLESS NOTED A3 ' I i I T °M°eq°O.rm.w°I.aJ 4•ogmir<mml�rJ uwegm�w°Iw°IwJ � m,°n,e.wma, Wlwvamtw m. Z U { �`c. .�..o. NOTE:FDTN DROPS NOTE FDTN DROPS z i TO BE FIELD VERIFIED TO BE FIELD VERIFIED N .......... ...•.. ...•... - ___ ...._...__..... ._____. _.__.___ .... _ o w 1 3 °..J ...................................................... -----------------........... ._ .._. .,..,.,..., i i luuuunuim ouum:um uunnuuunununl - I I III uuuu nnuwnuuunnw nunnu:n::nuduuun11111 - - - ----------------- -- — - ..° .wm¢wim' orw r�an°'ir6 I w.u.m.r f UNIXGVATI:D I . mn.cocr°ene J 1 F W I'. •.m.sor. i —41 -------------------------------- -------------------•-•--- --- - - mK o d mnaungmar �y ° I. •I may PLAN DATE MIIW auce m.w°ao ; , vmcmemm ........................ ammo.. , me�o.ma ' i .xocec.r°. i DRAWN BY: SPB/JM _w I - Q n.,o I - SCALE:1/4•=1'-0' UNLESS.NOTED j FOUNDATION PLAN 1 i A4 i I i ATTIC V - - ja rm BATH BEDROOM F i U) z z 0 U W - M.BATH WIC MASTER BEDROOM �� 1 T n REFER MASS.CODES 3603.14.2.1 A 3M.14.2.2 U C EMERIOR DECK RAIL DETAIL - - •/Q d v iti � I co co BASEMENT LEFT ELEVATION SECTION A j w � i " ATTIC - Z 0 0 ' m W .1 WgggQw F I OFFICE HALL WIC BATH j y U 0 ....an U O to .� n nw N w,maorwe ® LLill PLAN WN BY::B21ID7 DRAwNev: SPB/JMB i i LAUNDRY/PANTRY DINING - - .- REVISIONS: i EMERIORDECKGONNEC110N SCALE: 1/4'=1'-D' UNLESS NOTED i a s BASEMENT - -W RIGHT ELEVATION A5 SECTION B ATTIc - - - ATTIC LAUNDRY HALL WIC BATH MEDIA/FAMILY ROOM i n� WALL TRIM DETAIL l✓/ - - 'Ti F ..I SIDE ENTRY FAMILYROOM O ;I 2 CAR GARAGE w m..... .» ao0m 1110°1° BASEMENT o. _ e - W SECTION D ¢ CEILING SECTION C S'DROPPED BEAM .e.vw. wlmnvEoonoveanorm p .�. ' B'COIUMN Q=ammi»mmip.fiWeO W ¢ LU oc.... ® raawevrnwun u¢ Z LU '.' W 9 U T v 2 W J weu� anon = ¢ W S .».m.nv. fO1 mre mn g I� N F TRAY CENNO DETAIL 0 LL — m..u.ae W r 2d m U O N U ® •»�"'_'. FROM WALL r .. PLAN DATE:BI21IW CROSS SECTION TRROUON STEEL BEAM �» DRAWN . SPB/JMB BY. FLUSH STEEL BEAM DETAIL m»r.r"^rn 'aappONp NTS rma. 20'WOOD CAPPED WALL I, REVISIONS: SCALE:1/4'=1'-D' ' I—1 UNLESS NOTED TYPICAL SECTION 81?TJI FLOOR JOIST .m NTS RAISED FAVE Ol BEAM DETAIL SCALE IIP'»t' SCALE:1'=1'•D' SCALEA/I n Va NM A6 I W • c f 11 7/8'TJI 230 SERIES FLOOR JOISTS @ 16.O.C. _ _ 2%10 P.T.DECK JOISTS Q 16.O.C. _ Z I N Z o N -- ------------- - ... - .------------ N F 24 d��o j !� O i e i h I 1 � I ! --._____. ....... - I ¢IwmmwmmmmInm III III I, I »w » » » » » »m nm » It 1111u3 !! w ¢ I! z > w g LL) IX t B ii 0 W �i I w U 2X8 P.T.DECK JOISTS Q 16'O.C. I N ~' PLAN DATE:821/07 ?I (! I DRAWN BY: SPB/JMB !. . .........._..._...........__-_...._.................................. REVISIONS: ' FIRST FLOOR FRAMING PLAN SCALE:1/4'-I'-W I UNLESS NOTED A7 I I - I ' (Wn V NOTE ALL HEADERS TO BE 2X10 UNLESS NOTED FOR ALL BEARING WALLS J 11 7BW TJI 230 SERIES FLOOR JOISTS Q 16'O.C. z 0 16 i cam N ii aO UN ii w 17 = 19 It L 3 an.nas o.ea.„ W 2 ROOF I w w U 'I cc ..___ _-____-- I ; _ W w 27 ROOF t W e 0 A 0 U i s a a a l PLAN DATE 021I07 i 22 DRAWN tn': SPB/JMB •I 11 7Ar TJI 230 SERIES FLOOR JOISTS Q 16'O.C.— SECOND FLOOR FRAMING PLAN REVISIONS: i . SCALE 1/4'=1'-0' .I UNLESS NOTED A8 I ' i - m I I AL N ZO 11 7/B'TJI 110 SERIES FLOOR JOISTS O 16-0-C. Q z N v ,! I � r g I 08 W 10 1 j 11 O ii _ - W > 0 Ncc w 0 f W LLLY '` 0 b No PLAN DATE:8121/07 DRAWN UY: SPB/JMB 12 REVISIONS: THIRD FLOOR FRAMING .I - SCALE:1/4'=1'-0' .� UNLESS NOTED i A9 i ML W i z F NOTE:ALL SOFFITS TO BE 1'-W ICE&WATER BARRIER X-0-Q ALL EAVES,VALLEYS,RAKES,8 CHEEKS m Z O U 2X10 RAFTERS/2X8 CEILING JOISTS Q 16'O.C. - z r Z ...........__.............. __ _ _ _ _ __ __ _ _ _ __ _ li m is ,x..,,.. .x..,... ii ..._ ..... ..... ... __ _ _ _. ___.. g _ iE H QO W ., I ----- __ 2aa _I O N. CC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w � U ii z p w w - = w m I UJ O U rL w N O F LU --------------- O 2%8 RAFTERS @76.O.C. II PLAN DATE e2,N� 'J W/?J(0 CEILING JOISTS sz O :I DRAWN BY: SPB/JMB ................... ._......�..............._._._...__. REVISIONS ROOF FRAMING PLAN SCALE:1/4'=1'•O' 1 UNLESS NOTED . _ I i . i Al j Thomas J O'Keeffe PO Box 2030 Cotuit,MA 02635 516-351-8925 April 7, 2008 Mr. Robert Mckechnie Building Inspector Building Division Town of Barnstable Hyannis, MA 02601 Re: 22 Clamshell Cove Road, Cotuit, MA 02635 Dear Bob; This letter serves as conformation that the refrigerator and the cabinets with a sink, planned for the Media/Entertainment room over the garage, is intended to serve as a wet bar for that room. There is no intention to use it for any other purpose. Sincerely, homas J. Ke fey Owner `of,ME rti Town, of Barnstable, 9ARNSTA9L§_ Regulatory Services MASS;a_.g - ° ,F%639.6 . Building Division ,- 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection.Correction Notice Type of Inspection Location `2 C`Ct� SCe G �Jl'l , �. _ Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. f - I he following items need correcting: 9 _ dw l�Gs�- /o *r-Cc, dvw V d¢r- !-L e- j ,gyp A / r . Lvi- zA- " l<i a.re-t4-- n eeA r tq-n -�- sLAAk�eX.. Ifo Please-call: 508=862-4t8 for re-inspec on. r Inspected by. �( Date y y > 8'-0".Slider Header - T�ee�n,®6255a,,e,N�be�yah o,us m 3 Pcs of 1 3/4 x 9 1/2 1.9E Mlcrollam@ LVL user:2 1111srrs:n:43AM Pape 1 Engine Version:625.71 THIS PRODUCTMEETS OR EXCEEDS THE SET.DESIGN '. CONTROLS FOR THE APPLICATION AND LOADS LISTED i ( ;" 'w'' iv`:gg G �"P' Ell. o Product Diagram is Conceptual. 'LOADS: Analysis is for a Drop Beam Member. Tributary.Load Width:9' ' Primary Load Group-Residential-Living Areas(psf):40.0 L'ive at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location_ Application. Comment ... ._..uriifaTi4i(pilT Srtow(r:115J "390 0 —1.30U' 0 To 8'6" -•Adds-To _ --roof _ Un'iform(plo Floor(1.00) 270.0 90.0 0 To 8'6" Adds To third floor Urilform(plf) Floor(1.00) 270.0 108.0 0 To 8'6"..Adds To second floor Uniform(plf) Floor(1.00) 360.0 .60.0 0 To 8'6" Adds To deck SUPPORTS: ' Input Bearing Vertical Reactions(Ibs) Detail Other. Width Length Live/Dead/Upl.'WTotA �,/f� 44ee��''�JJ� 1 ' Wood column 3.00" 2.33" 7013/2167/0/9179 L5 None.__:a�..._[.Kt!! __..............._... 2 . Wood column .3.00" 2.33" 7013/2167/0/9179 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):.L5 DESIGN CONTROLS: Maximum Design Control' Control Location Shear(Ibs) 8909 -6929 10898 Passed(64%) Ri.end Span 1 under Snow loading Moment(Ft-Lbs) 18375 _18375 20312 Passed(90%) MID Span 1 under.Snow.loading Live Load Dell(in) 0.275 0.275 Passed(U359) MID Span 1 under Snow loading Total Load Dell(in) 0.361 0.412 Passed(U275) MID Span 1 under Snow loading -Deflection Criteria:MINIM UM(LL:L/360,TL:L/24O). '-Bracing(Lu):All compression edges(top and bottom)must be braced at 8'.6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.. -Not all products are readily available.-Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! "PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. =Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: O'Keefe Residence Domenic DeAngelo e► d'. I 22 Clamshell Cove Road DWD Engineering,Inc. ®S� �OFMAA4. vim Cotuit,MA 5 Michael Road ® '�` DOME IC 07-438 East Bridgewater,MA 023312 a ^a o Faz . :(508)37&2922 DeA. EL STRUI:TURAI Ca No.3506 Copyright®2006 by Trus Joist; a Weyerhaeuser Business' Ago9FGlS Hicrollam® is 6 registered trademark of Trus Joist. FiS •e TOWN OF BARNSTABLE Permit No. _--___--___— l »nAX t Building Inspector Cash -----—-------- --- • ``�°"p`r OCCUPANCY PERMIT Bond ---____-__ �� "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to ;harlene Alien, Address 44 Cedarwood Rd., Cotuit 10t, ? Cl.an,,;hell Cove F', co"— Wiring Inspector - Inspection date Plumbing Inspector ! Inspection date Gas Inspector Inspection date Engineering Department :�,� , ,,�,i; �, -.e- Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. .....................................................1 19......_ ...................................... ... ............................................._...._........-_ Building Inspector r. 19 _ plan°f JOY - Mean N \ N;917 LOr .2 L0T 3 23, 900. s.f. 1` 5 5 �jytinJ s LorF, I ZI o fvu� N .o, V gea \ M !3.R.3. f N o'4- /52. 95' CLAMSHELL COVE ROAD . ( 40 'w1de ) / certify that the foundation is located as shown hereon and conforms to the sideline and CER rI FI ED PL O T PL A N setback requirements.of the ��jti OF 0 s� Town of Barnstable. ��`` --��ti LOT 3 o/� s Ofi H�1P��i CRETE � IN " COTUIT COVES t? +i 1":3t�i G:26 1aV`,4 SECTION ONE s r vt4 PERWIVER : AID SUR\I Scale : / 40 April 25, 1979 Charlene Allen c BOHANNON LAND SURVE.Y.CO. Plan Book__/34 Pg. 4/ - -- - - 99-Pleasant St,West Bridgewater, Moss. S Iess number,or's map and lot numb . ............................................. 1,0C 7 E Sewage Permit number ................................... SEPTIC y T TSEMMUS BE MAR3 STAXLE, ............................................................. --�, Ftduse number CCI�IPLJAN MASIL 'f'Tct� CE 1639- TOWN, OF 13 BARN-STABLE TOY, �i SUBJECT TO APPROVAL BARNSTABLE CONSERVATJ^ BUILDING .',,.J'-N1 COMMISSIP E C T 0 R ON APPLICATION FOR PERMIT TO ......t...A1/./ T% v .1'..,1—..s�l �l.l ..lf��1>!�...... w: lif..! TYPE OF CONSTRUCTION ..................Z" )P. ..W..-e.............................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby a&plies for �permit accor in to the foil wing information: Location ........ . ............ . ................ ............................................ ProposedUse ................. ../,e.......f.7fiv--a ....... ... . ......................................................... Zoning District ................/?.. .............................................Fire District ............ .0..7..01. ...................... ........... Name of Owner(1w.e.c/ewf......(..(. /-ZF � ...............Address .9616i�wuuvad.:��t.................. Name of Builder C........Address Nameof Architect ..4<.............................. ........ ..................AMT-e-s-s .......... .................................................................. Q. ......7.-.AVj..6j.Foundation Number of Rooms . ixl.:�A�. :7...Z t..Q ..........lr-0-1 .C.t ...c.�. .............................. Exterior .............".. ad............ ............Roofing .................. ................................. Floors ....... ........ /.............Interior .................................................................................... Heating .....P.14-.0.........6. ....... .................Plumbing ..... .............................................. Fireplace .........4'1.�o ........ ............Approximate Cost .................. ...... .. .... Definitive Plan Approved by Planning Board ------------------------------ Area ..... .......W. ...... Diagram of Lot and Building with Dimensions Fee ........I -—---------------- SUBJECT TO APPROVAL OF BOARD OF. HEALTH MAJr� -101\ I herby agree to conform to all the Rules and Regulations of the Town of �rnsta rding the aboveL construction. 7 Name ... .............. ...... ..................................... allen. Charlene 6 N 21247.* ....... Permit for ....... sin le...f�nily..dwell in........................ .. . ...... . .... L.ocation ......ZZMAWbAll..C.Q.ve-Road......... .......................O.Q.tuit............................................ Owner ...........Charlene-Allen........................ T e of Construction .............frame.................. ................................................................................ Plot ............................ Lot ............#3................ ,Permit Granted .........APKi.l..26.............19 79 Date of Inspection .....................................19 Date Completed 19 PERMIT REFUSED ..................... ....f................................... 19 ....... ... . ... . ........... ..... ............. .. ...................-.-!: ................................... .................................... ........................................................................... Approved ................................................ 19 ................................................................................ ....................................................................... ....... Asse ap and lot number ......... C, �F THE T� Sewage Permit number ............ ..y.................................. d li DARNSTAD i LE. i �lo`Use number ....`� . .............:.:............................................" 9�0 MIL 6 9 3 \0� TOWN OF •BA•RNSTABLE �s i BUILDING INSPECTOR y APPLICATION FOR PERMIT TO �t)ST!P1lC'T - ?l%J�?/{' ! ✓!!!!�!/1/ �cr� TYPE OF CONSTRUCTION .................. _). .................:.................................:.......... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit according to-the following information: Location ....... .................j 7 ... ' f� •;/l �' /, G/i .............................. .......................... ... Proposed Use ................. : ^J.Q.1 ....... e/e�„r'�� ..../i !.<.�1•�•///,K� Q....................................................:......... /. ... Zoning District .....................................................................Fire District C ., 7`�) .................. ............................................ Name of Owner ' . /P' ................Address �:Y t.E' i /k'lwinr� t!:...�..p .6�'.o r' Name of Builder �Pf'vf ��1 I /t,.� P........Address�.�7 i� Y/ CTl�dY��t) JC .....f ��aC V/,7"l ✓''/, //.� . r..... .... �.................. Name of Architect ..... l -E' .......Ad'dre`ss..........................:............. / Number of Rooms ... Foundation ...........6...,... /�C.C. .!P ?� . ................................. Exterior .............�•(.•.....�.......................................i.......�.............Roofing ..........................�..................T.................................. Floors �l ,1..5d.......7t'........11/./. .. /.............Interior ............................,....................................................... Heating — �- .� ... t_.,...... ..t. '....Plumbing .....4....�.?`��P !2 :.:./.. ........; l —1 / • Fireplace ......... ./. .�. ..�-?.......... ��./C•/G ............Approximate Cost ........... ... ......... ....� ..........:....... Definitive Plan Approved by Planning Board -----------_------_-----------19_______. Area ........ -`.'. J. -.. ... ...... �........... Diagram of Lot and Building with Dimensions Fee ........ " SUBJECT TO APPROVAL OF BOARD OF HEALTH Aj Q I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable--regarding the above construction. Name ....................................... Allen, Charlene_.- A=6-9 r�9 12,37 Permit for ...�$.Wry........ single family..!�,F�qjjp ..................................... . g.................... Location ..........22 Clarnshell C ...............................Q.ve..13nad....... Cotuit .......................................... e Owner ..........Charlene ................. ... gn ... Type of Construction ......frame..................... ...................................... ....................................... Lot ...........1 Plot ........................... ......... Permit Granted ... .......�pr.i.l...26............19 79 Date of Inspection ...... ..................*.......19 Date Completed ......................................19 PERMIT REFUSED ............. 19 v S, ............................(................................................... ................(!........ .......................... ............................................................................... ................................. ............................................ Approved ................................................ 19 ...................................................... ......................... ............................................................................... Assessor's office(1st Floor): / Assessor's map and lot number �d(� Q�of THE Board of Health(3rd floor): Sewage Permit number >; 11eas9Tsnta S Engineering Department(3rd floor): rsa House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9.30 A.M.and 1:00-2:00 P.M.only -TOWN OF 'BARNSTABLE A ? -' -' n 'ITL' 8 ns ble Co t_on Co missiOtl �i UILDING- INSPECTOR i/ CATION FOR PERM09 TYPE OF CONSTRUCTION19 { TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use Zoning District Fire District Name of Owner L/ =�L Address /� ` ) Name of BuildeLsG��, �/.�� . . Address Name of Architect 06ftddres Number of Rooms Foundation s Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cos �Cf�it� Area Diagram of Lot and Building with Dimensions Fee 011EW l � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the ove c str ti n. Na&Uction4upeiso��r Coricense O'KEEFE, TOM f No 33618 Permit For Build Pier Accessory td Dwelling Location 22 Clamshell Cove Road Cotuit Owner. Tom O'Keefe Type of Construction Fram Plot Lot Permit Granted March 26, 19 go Date of Inspection 19 - Date Completed 19 o ' t c , Assessor's office(1st Floor): Assessor's map and lot number Board of Health(3rd floor): d�'- Sewage Permit number Z 11AHa9foDLL Engineering Department(3rd floor): rasa House number °o 1639- Definitive Plan Approved by Planning Board 19 ��r►r a APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 r TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use �� J(� Zoning District Fire District Name of Owner ,/�4� � �C' �°' T _! Address ACV Name ofBuiIder �� .�l✓ Address � j Name of Architect �/ 1 � �/ � ��/�� Address Number of Rooms Foundation i Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Costx�lrycv Area Diagram of Lot and Building with Dimensions Fee I I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Con'`struction S"upervisor's'License U'KEEFE,`�:TOM A-006--009 No 33618 Permit For Build Pier Accessory to Dwelling Location 22 Clamshell Cove Road Cotui.t Owner Tom O'Keefe Type of Construction Frame " Plot Lot 'March 2 6, s' Permit Granted 19 Date of Inspection 19 Date Completed 19 i f r r PERMIT COMPLETED 1/1/ 2-1 t r �.�A r.j�rr C<'i£�FiLC 57CON G ry Q � l ExisT J 1 p HOUSE / '*-O'do 1 A4rH PROP. ST'ft i fZS 'O,9 • • , . i �� --.?' / PROP •S i Ep _ IZ SEW•. _ ` sT�.• �+ oo �� 4.9 SP rr d I , BAY PLANT UST r` w .o KEY .StO'DVAf70 NAdlE LYM/,1/QY AG4,lIE OlY 9&-. RIFT (� SET o� 4y .9 RWY f NES m00 (iJ�' Amada duar c Odznw 9)Ocbl0 4 3- Cootonor pPp v / o .-2.1 �Sn _ EbSnNG 9� deMrn o°Ti/Ea'.o Sreer A'49°a'Ou•M ?/ .�/• ecarona- i LOCAATION HELL PILE(TTP.) NC B _ COVE ROAD A p! NA Ccn{ottnb paegise Sleet/6n 12 l?=/B' Ccnfoner. CAVE ROAD p I M of At°tAvvd Areras'WXav uw-ursl Be-Dery !? qua•t �Ll?1L/T o-i.l `'1' sJi�••• �` i' P'wG+DsI cm/od�crs ' �... BAY -10 tLc j ti sut05 _•-�t.0 .� �� .�' LOCUS 0.7 �/ PLANZWO MOMS NOT TO SCALE ED� 8 3 4 the roso�e can&=12,rBl"30 Me.vie wth this pa7&7g pram prig-to svemittng he to parTbrn Nis 0* 2 the/as ctw4wtcr rd/w'i the/OrnGcns o/d/atBitns to 0467 and rd/toFo actKns to ,.4 6.8 VARIANCES- REQUIRED: `""" a ! .;i,.. •o.s �/,i$M103 Sa't' ' i aosfuv OYasr utTiries as porxted oLri�g Orie p�mriig n ,1.4 / 7 1 ' X r/Mae is a dis>ny wC Dernfen Me rsumboY olAdaTrs s om m the p/an and Me numoer o/p/aots s5o.n m Me •.� •5.Jam/ •6.5 p/aaf/isc Mona*planrl/rake Avviceof Ica ° -0.5 / /-4.8 l -1 `/- 1. LOCATE S.A.S. 80'FROM TOP OF COASTAL BANK on 91102 .-tea /9j� H' d j (MINIMUM 100 REQUIRED) A Al/A/mt mot»d rir mnAvy riM Me/otast edi&n o/Me Amaiccn SYavdod Ay,Nursa-y A.>;sacfo/A'av S7ac# Amoacm •��/ •. / o/Nursesynen. 2 LOCATE SEPTIC TANK 54'FROM TOP OF COASTAL BANK •1.3 /��' t �/ i� // ��O r (MINIMUM 100'REQUIRED) .5 Cc»Lxra•.4aW iq°ai ag akrnogo to wrpwry rardtng Oms p'mtng aperali[»s or no avt to Me osner. >�/� ••�'//�ro�/ LOT �''8.5 8-6 9 5 �0.5 pryr !14.6�� a cv,r orra•sr dr g..amras no.A✓a,t more• Mrw,g4 a,o c a�a oFs-�c+o-Aa„tMd OfAw";sia.d oaca�t4n= •2.3 ��i 2�p88f S.F. 1� 1 7. N/AJo7r motenid OW Oe n40eeted Oy Me/ardm¢x C07& :ter of Mo nurasy, logged end ayx:n iagsxted of 1 / �ri� 6 � / Me sira Any npecred mof&W rA de fvhv Ted to Me n w ay and nplo,ed i"odbrdy �` `• e'l iH' -B.6 / / `` B Nr pb767gs PW de locoted oomkl/y ar-viovn a?Mar AJa, and Me p'ocn'nwf s5dr Be 4wmed by / 5 j Ip 9.9 0 / / .- FoOnovM Fngireairy LlC OeAre i�srd/otkm. CB101 �� A71'� t2.1 / / R.R. TIE / 3. 8`r // rr- �p /'c STEP% 17.4, seadedo dav�ir-tdanT A AY d6rfwbod avosr not to be�/furrie aOasrod shed mic/amTed(mnmum 6'saea�adf and saeobd and j /�616 S\\\ ��•' 12.1 /// �6 `H4 - /a A. ,7a>edgp /irdy mtradvod ogod Dank mu/dt rJ/he Pyorod unch•dl Oar rid Ml,X b p'antngs \� •12.6 ---. �/ /- •t8. l A FO mw 7 p ff. AC p✓mrngs rsV be„fgwaff .oferad tb-Me/Pst Aso Pro g matt z a°d as neoWd Maeofrec \��, -� 14.5 '��-- / DWi4N4W"rRL"r2NC3' •. /20 Jv1 B•9 12 N/p4ntnps s!a!he ma•'itcred hr lh~Jews or 400rw$f d Oy Me Bonsftxau Cms»cr 0 21.4• \' _ /I�-20. 2 G'oW=A Sluff pXr to issrairo Of o fafi/Fasle Of Canp✓bMM o22--\\l18.9 dAWg Me Nme--Jar mmiramg poiad myAJoNings de.cr V or tamilod to De:n o sriays A 23,2 \ - �� ¢- , store o/dao'in4 Mai May shd/Oe rotNocnd it kind \i ---2a----� __-- 23.5 22- LLB- T� GENERAL NOTES:1. HOUSE NUMBER: 22 ' \ `__ _ •� ra [? ro _ y " , GG��y CIViI 2. ASSESSOR'S NUMBER: MAP 6•PARCEL 9,LOT 3 DOu9LE 'per tlo o5o5s 3. ZONING DISTRICT. RF Z \ \\ .9 G, \Q 'r 29.6 _-- B U ��\ I te'• 4. FLOOD HAZARD ZONES: C k A11 (E-11) . 0 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. LOT -2 JOB 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. 'OAK I I- "` \\?) _ pf i&`• 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,814 SF./23.888 S.F. - 7.6% ooueu \�/ �i31 1 �� 9' �� LOT 2 & LOT COVERAGE BY PROPOSED STRUCTURES 3.377 S.F-/23,BHB S.F. - 14AX O PINY \ / wsT1NG �_ \ 9. AREA OF EXISTING HOUSE WITHIN 50' BUFFER - 1,468 S.F. E UR lL 10. AREA OF PROPOSED MOUSE WITHIN 50 2 BUFFER 376 S.F. 4� H 37.t6:..:. .� .� � )Msf 7RSQJ.VE1Yl - / 2.6 c / . \ oML p •29.2 8/13/07 MINOR FOOTPRINT ADJUSTMENT. p0SIING \ a $ tz• •:'. L 33.8 oAK HOUSE 'E PN[ SA P py p \ O O \ 6/12/07 ADD NOTES 9 do 10. r� 0, 4.J 8 AAPRDIOMATE 37•1 34.6 . 34. 00mo of O 4/13/07 REVISE RESERVE AREA AND HOUSE FOOTPRINT ?j ! n-� -p TIC\\ I o 4/6/07 ADD BUFFERS. \ I 33. ` 1/ -34, `p r.•auc - 32.6\ 1£NT 15)N-,V 01ANWRS NfIN nl,,, -J, oNc� GRA L'1 \- ,•r n \\' 11 S/CWEAS.WONIK POVr>n 4 3 07 REVISE HOUSE FOOTPRINT,;SEPTIC 5YSTEtd \ 1 \ QfTINE 1 __-- - . OPAQE eV A LOC4,MW / / \ kkGC:JJ I AcT�rA�A9 oNNaP DATE REdinON ° 7 p ` W J35 PLOT PLAN ALTERNATE PVE/NO 337�() ' - pRp°'a� .orx * 1- p 3L2 FENCE STS .PREPARED FOR ' INB5D320 JIM FOX 36.2 / .(1.5�.1 0•°� 180. ! OUND QPa-- 3 / e-E ° °� s I I �v/�`<y 1 1 / PP COITUIT MA 35.7 � 35.9 35.• PLAN DATE: FEBRUARY 26, 2007 PLAN SCALE: 1"=20' \ EDGE OF 33.0 AVEMENT � ,. \Js\ CLAMSI'}ELL COVE (+V WADE) �' ROAD CIVIL ENGINEERING M£TUNDS PERMITTING �,M O U T�, WASTEWATER DF51GIi � COASTAL ENGINEERING •32.7 I TITLE 5 PLOT PLANS G' PIERS AND DOCKS LAND USE PLANNING �NGINEERl� COUMEROAL/ITESDENTIAL CE WITH LL HOLE 20 0 10 20 40 LOT 22 Suing C4oa Cad and Southeostan 110rslx4VmtIS LOT 24 EL 37'8 LOT 23 141 LOCUST ST, UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fox SCALE: T INCH= 20 FEET i PROJECT NUMBER: 0519E CAD FlLE NAME: 05198spALT DRAWN BY: LM.,D.H.M. SHEET i OF 3 � n I.: r /DVI57/OPALiF.91AL1�B£?X NbV/NLIN 0"ALL.ffP1IC S)SILV aWPOVEN7S I/-Ir t OA. 50/EDPI7E IO P10 OP CASIIAOY A'P£ S01L_TEST_ Dote of soil test 10/31/06 JV A& NUil SLIMOr/RW MMF Or57ZWE 70 CUL4R JOWL Test taken by. DAVID MARTIN 10'N/NlNUN.SE7BAOt' Results witnessed by: DONALD DEMARAIS Percolation rote: <2 MIN./IN. REMOVABLE COVERS SET Ground water NOT ENCOUNTERED TO WITHIN 12' OF FINISH GRADE(MIN. OF 2) i TEST HOLE #1 TEST HOLE #2 0 INifRT LZET!' ti SIi¢ O. 0. -19.71 3'MAX _Lr _ 716r* 12. A •47 I .Ol SETfIRSr .SLR-E YAR/ES SLAY 70 I/?_ • r S-.OI.VW r 42' UYSIY SA/� 17.7? ftg (H--10 LOAD/NtJe- C WSTALt.7/f->0 I f12-:'23 Y 7p LYASYD7 av9/ED SMVE A Z (B077OV a-msrHaf) AAYX/ND al"W?S ANO DO)MV I.I'Bf10W IN AY.WBERSYS)ZV RL7EX7044nVl0SYSIEV FAP NOi'E AL7AILS 120' SWUM?AW iW29 S,S" � 2 TEST HOLE #3 TEST HOLE #4 BROFILE 0- 0. 14- NOT TO SCALE A - A N : 4' PVC VENT PIPE 3e- tour SAND 36- Louff S" =-OUTLETSOURf O 0— SCREEN J TTNarx OF a h wILT 3. MIN. r FINISHED GRADE e 2-Q)Turrs CLAM S" �` SW �• "TCH Y 7/4 2J1 Y 7/4 PLAN VIEW CROSS—SECTION 1 120- 1za- DB-5 DISTRIBUTION_ 50i(H-20 LOADIW 4' PVC VENT PIPE NOT TO SCAL€ VENT PIPE D NOT TO SCALE 2- BASIS FOR DESIGN: ®®®® O ®®®® 3�`.r ov urns*c M7AL LU2YfZOWIS BASLD OV 4 BfZi?00Vs NO CARBAC£Lyg-aSAL ®®®®® ®®®®®® o MICNAEL J. c; CON STRU CTl ON NOTES: ' o eORSELLi ry(CEO ® 70rAc DA2 rfLOW- I10 Qeo/BEIW x 4 BfliPG�Nrs-+40 CYI� z4- ®®®®®®®®®®®®® CIVIL ®®®®®®®®®®®®® t10 25054 B077OV AhL`APD-fIJ Sr c I. WSTAUAAOV Ar 7NE pA0AaSW MOWSaS W.9"U B£IrV ACC0%W44X AY77/)7W S 90' 'aISTEPEO�``� 9Lr AREA PRO92TfD-?Tf Sr @7 AND ALI bVA O''NE. Pl RE6LUROVS a• _6• �sboN►L� >arAL L£AL71/NG AREA PA0902D-'647 SF. 2 AG1'I.%NC nr 7&,A LLAAAV W Ar A.ffPnC r ays � 97£FZW A&7M7VL1�'ArAu AXES CROSS—SECTION n�,� / • APPI/CAnav RA/E-a7f o47iS NO oYAA'GirS>a 7NE L1�Sov 9Lttt BE'HDBrAPNm JA7l/GY/l 7XE AAAWYAL Or'SON I f v V O£YOY LEAaf/Nc GtPAaIY=iTB A°D ff0 L7� `I FAWL7IA/fNaNEDD'NQ WG AND IN£l7aAAt7 A-/1F.4LAL .4 17/E.9.'PAC SYS7EV IS'SLB.ECI 70 WS72rCA0Y BYFALLIX/lN OVLYNmPGYC� - AND lyr Bam Cf ASU/H.. S n/ECavjRACjW SW L NOAFYFALiRY/WDV9NLFF/NG WC.W9 7N£BOAR12 ormWAI SEPTIC SYSTEM DETAILS 10 W94yCr AI£-pAC SYS7EV FRIOP 70 fi4a&/LL W SOW WSr"=NAPE PLAN OVE + 21-DUYEIFR COVER j IN9°EC774W&AYBENL2ZLOr'- 1NE C0Vj)?AC7nP-9VAU OW)"840MLL INEPOPAcws A,Nr PREPARED FOR SYS/EV 7HAT NAif LrLFiV W9`1`C7ID AND APR ROPW BY FALVO%AI f9VaNEF11WG INC AND 7NEBaARO 011IEAL77L JIti1;;FOX jr,NEcoYIRACIM fJVLYX/Nn??S ANY VAR/AALWS/N S77E cLWzvAOVS;SLOP AS LYIFFR/NC 1 S-KNOCKOUT —' S-KNOCKOUT S 725POOVAPNY, AM4A'OS ZIP 07NIJT CaVLVAOVS NArNAYR,1",rRE-EY tott ALUAAOV a� Y COTUIT MA 7NE&'9'OV• 711E aWMCRW_WW LV,(IfSVA7EL Y COVTACf FALArLYNN DVaNM WCi INC . PLAN DATE: MARCH 23, 2007 PLAN SCALE: AS SHOWN r KNOCKOUT CIVIL ENGINEERING WETLANDS PERuiTnma `. PLAN VIEW WASTEWATER DESIGN COASTAL ENGINEERING RTLE 5 PLOT PLANS j �}` PIERS AND DOCKS LAND USE PLANNING �NGINEERZ� COMUERCIAL/RESIDE NTIAL _ �s1n r A l ON LEACHING&F AMF.B._(H-20 LOADING Sffmh,C,;pc Cod&7o, SCALE: 1' = 2' 141 LOCUST STREET - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 05198 CAD FILE NAME: 05198D7 I DRAWN BY: LM.,D.H.M. SHEET 2 OF 3 1 � I ICONCRETE FILTER COVER I ) ELECTRIC POWER FROM CONTROLLER ELECTRIC POWER FOR RE-CIRCULATION PUMP JROM CONTROLLER FOR AERATOR MOTOR ~ TWO TAPPED HOLES FOR T-5' I ELEC. AND DISCHARGE CONDUIT 1<F INLET 4 4'DIA SCH 40 PVC D' LONG SINGULAIR MODEL 960 DN SCH 40 PVC. RE-.CIRCULATION CHAMBER .i SIEGMUND ENVIRONMENTAL SERVICES, INC. FLOW 49 PAVILION AVENUE PROVIDENCE RI 02905 i/Y ID PVC CONDUIT MATH I PVC DISCHARGE TUBING I I I STANDARD FILTER COVER �II PLAN VIEW � �1KU 5'DIA HOLES 1._3. RUBBER 1/2-PVC CONDUIT W11H BOOT DISCHARGE TUBING FROM PUMP ER FINISHED POW FROM CONTROL BOX i•_5• GRADE(F.C.) CONCRETE COVER OUTLET INIET� \ \ SCH 40 Pvc EXTENDED BASE — -- MOISTURE—TIGHT PLUG 4-1'410--1 I IS'DIA SCH 40 PVC WRSEW PVC RE—CIRCULATION CHAMBER s No 3:L = :. ou SIEGMUND ENVIRONMENTAL SERVICES, INC. 'PO�015T(Pt�F`t, — �91IOMi1 fP0` 4'PVC I TO LEACHING FIELD l^ DISCHARGE TUBING SINGULAIR® WASTEWATER TREATMENT SYSTEM DETAILS RE-CIRCULATION PUMP PREPARED FOR 7'-11/4' JI M FOX IN 5-4 3/4' COTUIT MA PLAN DATE: MARCH 23, 2007 PLAN SCALE: AS SHOWN SINGULAIR*U-10NEM* SESI 600 GPD NITROGEN REMOVAL av l ENGINEERINGPL M O II z'� M RANDS PERMITTING n WASTEWATER TREATMENT SYSTEM WASTEWATER DESIGN ^ COASTAL ENGINEERING MODEL 960 NR Siegmund Environmental Services, Inc. TITLE 5 PLOT PUNS PIERS AND DOOCS 49 Pavilion Avenue, Providence, RI 02905 �NG 1 E-mail na0tuegmwkgmup.wm LAND USE PLANNING COuuEFtGIAL/RESDENnAL Td:401 785 0130 I=401 785 3110 Sanny CGoe Cod a?d,Savya slan I/aann7uro!/s f 13'-2 1/4' 141 LOCUST STREET - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fox SECTION PROJECT NUMBER: 05198 CAD FILE NAME: 65198DT DRAWN BY: LM.,D.H.M. SHEET 3 OF 3 Y J , gA c (VD CB ss ✓ - a'o ��P= S ,EET 0,00t -O PROJECT I I LOCATION ' SnN G CLAMSHELL PILE (TYP.) C COVE ROAD ' o �^� `: `• .. BAY SM105 1 - LOCUS _ - NOT TO SCALE a1Vr. alllc: SM104 . , _,- 'LI CERTIFY, TO THE BEST OF MY KNOWLEDGE.' THE FOUNDATION SHOWN ON THIS PLAN IS SHOWN AS IT EXISTS ON THE GROUND �L SM103 1 _ */ DAIS. 1 t II H C y �ycN OF l - SM102 ..-�� '� = o yG o IRA EpGE G REGISTERED PROFESSIONAL LAND SURVEYOR SM101...-�� p ¢ CB702 p N0.31309AIL ,o E M,!r N�- LA 0 CERTIFY THAT THE FOUNDATION IS LOCATED IN FLOOD HAZARD ZONE C CB101 Phi t AS SHOWN ON COMMUNITY PANEL NUMBER 250001`0021 D. AND THAT � ,( D d FLOOD HAZA ONE C IS NOT A SPECIAL FLOOD HAZARD ZONE ' COAS REGISTERED PROFESSIO R DATE Tq \ C cn LOT 3 RICHARD ° + \ o � 4\ 2 888f S.F. !� FERREIRAir 3, , n q 'o p p NO.31309 OF— N?p LA110 �, o� s'L ` � Fo 2 j ti$1 LOT 4 p � `��'�`ram .s; GENERAL NOTES. \ o' \ LOT 2 1. HOUSE NUMBER: 22 Cn 2 ASSESSOR'S NUMBER: MAP 6. PARCEL 9. LOT 3 \ ZONING DISTRICT.3. TR RF \ EL.11 4. FLOOD HAZARD ZONES: C do All EXISTING � ( ) \ FOUNDATION 5. LOT COVERAGE BY EXISTING FOUNDATION: 2.663 S.F./23,888 S.F. _ 11.1% E XI$T1NG \ KOUSE \ \ i j 20 0 10 20 40 � \ 2 SCALE: 1 INCH 20 FEET �o M \ CERTIFIED PLOT PLAN PREPARED FOR N65'03'20"W 180.00 CB/DH J I M FOX i FOUND IN I i COTU I T MA PLAN DATE: NOVEMBER 18, 2007 PLAN SCALE: 1"=20' (40' WIDE) ROAD CIVIL ENGINEERING '�. WETLANDS PERMITTING COVE - LM ® Ur C LA M S H E L WASTEWATER DESIGN COASTAL ENGINEERING TITLE 5 PLOT PLANS C~ �` PIERS AND DOCKS � �GIEE LAND USE PLANNING COMMERCIAL/RESIDENTIAL BENCHM lklitiiiiiimi CB WITH DRILL HOLE LOT 22 Sa-m , Cane Cod and Southeastern A/m�tl"tts LOT 24 EL. 37.86 LOT 23 �. � fax 141 LOCUST ST. UNIT A FALMOUTH, MA 02540 508.495.1225 508.495.3229 PROJECT NUMBER: 05198 CAD FILE NAME. 05198CPP DRAWN BY: L.M.,D.H.M. SHEET 1 OF 1 i I