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Home My WebLink About0069 STUDLEY ROAD I-/ �� 1 PROJECT � NAME: co aj ADDRESS: S PERMIT# PERAHT DATE: LARGE ROLLED PLANS ARE IN: BOX y SLOTlh�, Data entered in MAPS program on:. j s BY: q/wpfiles/forms/archive PROJECT I/ NAME: ADDRESS: q' S f rid,1(!5,d ll�Cr-Y111f S PERMIT# �z 43 rI cJC O PERMIT DATE:---( W M/P: LARGE ROLLED PLANS ARE IN:. BOX- SLOT. Data entered mi�,NIAPS program on:. BY: ' q/wpfiles/forms/archive f PROJECT ln� D O NAME: A ddl t i On k)t,4 4 4- 1ra ze S CS ADDRESS• S`ti GL'vt _ PERAHT# O e PERMIT DATE: 3! l 1 M/P• 30 ((,7 1010 n LARGE ROLLED PLANS ARE IN. BOX Fir SLOT h Data entered in MAPS program on:. BY: Al q/wpfiles/forms/archive �L Home Energy Raters LLC BTorrey @Energycodexeip.com Box 989,E.Sandwich,Ma 02537 ' 888-503-2233 Duct Leakage Test Address -69-Studley Rd Hyannis,.Ma (Addition only) Date — April 30, 2012 Test Type — Rough-In — Total Leakage Conditioned floor area = 1259 Sq FT. To comply with Section 403.2.2 Of the 2009 IECC Code in this home the - Maximum duct leakage CFM = 75 CFM (1259/100 x6 = 75) Duct leakage tested = 30 CFM This Home complies :with Section 403.2.2 Of the 2009 IECC Code Date of Test:4:30.12 Technician: Larkum Test File: Untitled Customer: Quality Mechanical Building Address: 69 Studley Rd,,,. Hyannis.MA , Phone: ; Fax: Test Results :. o 1. Measured Duct Leakage: 30.0 CFM t 5.7 sq. in. +t- .Q`%0 - - 2. Duct Leakage as a Percent of System Airflow: 3. Duct Leakage as a Percent of Building Floor Area: 2.4°I° 4. Leakage Split- Supply Side: Return Side: l �u 5. Duct Leakage Curve: Flow Coefficient(C): 4.35. Exponent (n): 0.600 (assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 P Equipment: Series B Minneapolis Duct Blaster Test Type: Total Leakage ' (Duct Blaster Only) .1 Contact our office with any questions,. Bruce Torrey, F Certified HERS Rater Home Energy Raters LLC TRANSMITTAL BAXTER NYE`ENGINEERING & SURVEYING Registered Professional.Engineers and Land Surveyors 78 North Street„3`d Floor,Hyannis,.MA 62601 Tel:(508)771-7502 Fax:(M8).771-7622' Date: Janua 7 ,.2014 TO: Ben Baxter Total No.Pages: 2. p 69 Studley Road BN.Job No.: 2010-048:01 ' Hyannis,Mass. 0260.1 Subject: 69-Studley Road,.Hyannis Phone: cc: File We are sending you 2 Attached ❑Under Separate Cover ❑Via Fax(No.of pages including Transmittal Sheet) ®First.Class Mail/Registered#: ; ❑ overnight El Pick up ❑Hand-Delivery The-following documents: ❑Prints/Plans ❑ Order of Conditions' ❑Variance Approval ❑`Recording•Slip ❑'Septic'System.Permit. n Notice of Intent n Det'ermination of Applicability F`Other DATE - COPIES NO. PAGES DESCRIPTION 1/6/14 1 1 Photograph of House These items are,transmitted as checked below:. ®: For Your Use, ® As Requested.. . ❑.For your Files For Review And Comment.. ❑For.Recording ❑ As Required Remarks: As per our discussion we have measured the height of:the plate and'ridgeline. The plate is24.2' above the driveway and the,ridge is 28.8? above the:driveway. If you have any questions or comments;.please do not hesitate to contact me directly at 508-,771-7502;ext-13 or via email at swilson@baxter-pye.co Stephen A.Wilson,P.E Ln 0 1 74— j 0:\2010\2010-048WDMIMTRANSMITTALS\2010-048 T2 BB.FIate Height.doc` Note:.. This transmittal`contains'privileged information.Please contact the sender immediately if.this transmittal is illegible,, incomplete or not intended for your use.Thank you. I:\document.templates/transmittal template r� r erg* r M gggi R A � q e • d 1. v 1`> x . a f �s X i Cape Save Inc. TOWN OF P immm p,1¢' 7-D Huntington Avenue South Yarmouth, MA O, `;" t{: , Tel: 508-398-0398 Fax: 508-398-0399 Da 11/9/12 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 RE: Building Permits Dear Mr. Perry, This affidavit is to certify that all work completed for 69 Studley Road,Hyannis has been inspected by a certified Building Performance Institute(BPI)Inspector. Ceiling: R-34 cellulose(open frame)R-30 & R-15 cellulose(decked) All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I TO N GF SeAiRNSTAB,1 F ��yy Map 6 Parcel Application`^/0Q6 (41�z>lx nit fulP t 'r . ;'7 25 Health Division " 1 " Daate Issued Conservation Division Application Fee PlanningDIVDept. -� Permit Fee Date Definitive Plan Approved by Planning Board PP'—. Historic - OKH _ Preservation/ Hyannis Project Street Address 6 Sf�� e 11 �200 � Village ann its Owner Ben 0a m i n I s fx�r Address .S km p, Telephone ss--�� Permit Request�f Rat Q- �� - 3� a n� 1'�- 13 cel la(ere +0 y-�►e 0& D I%rrPA&SG C tiEof i Idl 0A -h cope. 1914 ye1Sis. Pt r _ya.k Alc Square feet: 1 st floor: existing 40posed- 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $s 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 5 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: b(Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameW -VA _' Telephone.Nu .ber Address _J-D 9 a.A41i."4un License # S�wf o'f`MBui l lT O� U t Home Improvement Contractor# l � no Worker's Compensation #`WC- q3 t ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 0 a 1 r FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED - 6 ' MAP/PARCEL NO. r ADDRESS VILLAGE OWNER i DATE OF INSPECTION: r FOUNDATION ME FRA r � k INSULATION t 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - 4 GAS: ROUGH FINAL FINAL BUILDING 4 DATE CLOSED OUT a ASSOCIATION PLAN NO. Building Permit'Authorization I, Ben;Baxter - ,gas owner hereby give my permission to Cape Save, I nt. '7-D Huntington Avenue r s x South Yarmouth; MA 02664 r _ . Office: 508-398-0398 to take all necessary steps to'obtain a building permit to perform work`at my property located at 69 Studley Rd x . 1 Hyannis, MA 02601 Signed Date 7i e r i q, The Conttnonivealth ofllfassachruetts Department of Industrial Accidents Office of Investig,ations 600 Washington Street ; Boston,MA 02111 1vwtv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Le-ibly Name(Business/Organization/Individual): C Address: 7 ' fl I�N,nting+at> NvepH,G City/State/Zip:sot&*�, ya.lmov.A MR02.664 Phone#: Are you an employer?Check the appropriate box: 1.9 I am a employer with 4. ❑ I am a general contractor and I Type of project(required): employees(full and/onpart-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. D Remodeling ship and have no employees These sub-contractors have S_ Demolition ' working for me in:any capacity, a employees and have workers' [No workers'comp.insurance . comp.insurance.* 9•. ❑Building addition required.] 1 5. We are a corporation and its 10.0 Electrical repairs or additions f 3.❑ I am a homeowner doing all work officers have exercised their 1 L❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL insurance required.]t c. 152,§1(4),and we have no 12.[:]Roof repairs employees.[No workers' 13.0 Other _'n s ak �i on • comp.insurance required.]. *Any applicant that checks box Rl must also fill out the section below showing their workers'compensation policy information.' T Homeowners who submit this affidavit indicating they are doin0 all work and then hire outside contractors must submit a new affida-6t indicating such *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is die policy and job site information. Insurance Company Name: Z'eG�no 0 a �rSw�ance G 1 M 11 Policy or Self-ins.Lie. T W C 3 3 1 g y / 9 [ l Expiration Dote:`, I Job Site Address: 6 Q d City/State/Zip:° 4 at1(�IS Attach a copy of the workers'compensate n policy declaration page(showing the policy numb r and expiration date). Failure to-secure coverage as required under Section 25A of MG' L c. 152 can lead to the imposition of criminal penalties of fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form ofa 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 ofthe DIA for insurance coveraLye verification. I do hereby cer7ijj cinder the pains and enaltres o } p f perJun that the zt forruruiotr provided a one is t e and correct Siartature: • Date: ` I Phone $ ' 3 9 8 03 4 Official use only. Do not tcrite in this area,to be completed by city or town official City or ToR'n: Permit/License r Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Ins '6. Other Inspector P Contact Person: Phone r: aCD� GATE(MMIDDM+YY) CERTIFICATE OF LIABILITY INSUR NCEF5/10/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CAE: Risk Strategies Company Risk Strategies Company 8 y PHONE (781)986-4400 FAX o:.(781)963-4420 15 Pacella Park Drive E-MAIL ADDRESS: Suite 240 INSURERS AFFORDING COVERAGE NAIC>F Randolph MA 02368 INSURERA:Selective Insurance INSURED " - INSURER B:Safet - Insurance Company 33618 Cape Save, Inc INSURER C.Technology Insurance Co ,2 7 D Huntington Ave INSURER D: INSURER E: South Yarmouth MA` 02644 INSURERF: ; COVERAGES CERTIFICATE NUMBER:CL125948081 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL B POLICY EFF POLICY EXP LIMITS, LTR POLICY NUMBER MMIDD MM1DDIYYYY GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAG O REN 100+000 PREMISES Ea occurrence S A CLAIMS-MADE F OCCUR PPS1994480 0/16/2011 0/16/2012 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY- $ 1,000,000 y - GENERAL AGGREGATE S . 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG S 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT Ea accident S 1,000,000 ANY AUTO. BODILY INJURY(Per person) S B ALL OWNED SCHEDULED 9208200 1/6/2011 1/6/2012 AUTOS AUTOS BODILY INJURY(Per accident) S X X NON-OWNED. PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraeddent X Underinsured motorist BI split $ 100,000 X UMBRELLA UAB OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE S 2,000,000 DED RETENTIONS 2PPS1994480 0/16/2011 0/16/2012 $ C WORKERS COMPENSATION XITO WC STATU OTH- AND EMPLOYERS LIABILITYER 'YIN W ANY PROPRIETORIPARTNERlEXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) �C3318007. /9/2012 /9/20i3 E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,ifmore space is required) Issued as evidence of insurance.' Issued as evidence of insurance. Thielsch Engineering,, Inc. is listed as additional insured as respects General Liability*as required by written contract. y ` CERTIFICATE HOLDER CANCELLATION atsong@capelightcompact.org SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE' THEREOF,, NOTICE WILL BE .DELIVERED IN Cape Light Compact+ ACCORDANCE WITH THE POLICY PROVISIONS. 3 r Attn:`Margaret Song PO BOX.427/SCH AUTHORIZED REPRESENTATIVE 3195 Main Street Barnstable, MA . 02630 ' Michael Christian/BAM ACORD 25(2010105) 01988-2010 ACORD CORPORATION- All rights reserved. IN-O25 rgniraim n+ The Annon name anti Inn^orn naniefnrad m2r4c of A!npn �Ias�achusctts- Dep ti-tnient of Puhlic SufetN 9 Beard of Building Rc!gul: Lions and Standards . ' �* Construction Supervisor Specialty Licens- License: CS SL 102776 Restricted to: IC _'<. ' WILLIAM MC CLUSKY 37 NAUSET ROAD f: 4 WEST YARMOUTH, MA 02673 Expiration: 6128/2013 Tr=:.102776 , . i Office of Consumer Affairs and usiness Regulation � r 10 Park Plaza- Suite 5170 ` Boston, Massachusetts 02116 Home Improvement Contractor Registration ' Registration: 171380 Type: Corporation Expiration:.,3/14/2014 Tr# 222184 CAPE SAVE INC. WILLIAM MCCLUSKEY -- 7-D HUNTINGTON AVENUE - - SOUTH YARMOUTH, MA 02664 Update Address and return card.Mark reason for change. ; Address _I Renewal Employment _i Lost Card PS-CAI-E'a SOM-04104-G101216 ✓/e License or registration valid for individul use only . ti Office of Consumer Affairs&Bdslness Regulation HOME IMPROVEMENT.CONTRACTOR before the expiration date. If found return to:' 1 -Registration• `171380 Type: Office of Consumer Affairs and Business Regulation , 1 r r on: Corporation 10 Park Plaza-Suite 5170.. ExpiraU 3/14/2014 - Boston,MA 02116 WILLIAM MCCLUSKEY f 7-D HUNTINGTON AVENUE k. SOUTH YARMOUTH,MA 02664 Undersecretary .Not valid wit o signs •_� Commonwealth of Massachusetts Sheet Metal Permit Map Eta Parcel (J Date: 30- /'Z. Permit# Estimated Job Cost: $ -5'o oo , 0,0 Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES: O Business License# 41 � Applicant License# Business Information: Property Owner/Job Location Information: Name: j cLTycCLi SSName: a.�r� Street: . �� G�2�� ! lV cc��— iStreet b City/Town: kVV 4 City/Town: , S aA7i Telephone: 5"O 8 2$/6/7 Telephone:% O A6 Photo I.D. required/Copy of Photo I.D. attached: YE NO staff Initial J-1 /Ounrestricted license J-2/M-2-restricted to dwellings 3-stories or less. and commercial up to 10,000 sq. ft. /2-stories or less. Residential: 1-2 family Condo/Townhouses c Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional Other ' .�. 224 y Square Footage: under 10,000 sq. ft. over 10,000 sq. ft.. Number of Stares; CD Sheet metal work to be c p ted: New Work: Renovation: ._ HVAC Metal Watershed Roofing Kitchen Exhaust'System .o Metal Chimney/'Vents Air Balancing Provide detailed description of.work to be done: C. S'� Aj CX �r B Aj ,l e Y Y ti t plow i qSURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No ❑ you have checked)LU, indicate the type of coverage by checking the appropriate box below: liability insurance policy [�� Other type of indemnity El Bond El` ti WNER'S INSURANCE WAIVER: I am aware that the,licensee does not have the.insurance coverage required by Chapter 112 of the assachusetts General Laws,and that my signature.on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent r checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and curate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection i Date Comments Type of License: aster ❑ Master-Restricted /Town ❑Journeyperson Signature of Licensee mit# ❑Journeyperson-Restricted License Number. Check at www.mass,govIdol sector Signature of Permit Approval •,r The Commonwealth of Massachusetts Department oflndustria[Accidents Qfflce oflnvestigations -600 Washington Street Boston,MA 02111 www.massgov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lem'biy Name(Business/orgmizadmVfnrl;vidual):. /t't c G� � �v S'7«S• Address: City/State/Zip: W o�c 1f 02S7/ Phone.#: So 9,7_11 C t 7 D Are you an employer?Check the appropriate box: - Typeject(required)c; I. I am a employer with °Z. 4. ❑ I am a general contractor and I employees(full and/or part-time).*, have hired the sub=contractors, construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet: ship and have no employees These sub-contractors have g. Demolition working for me ir any capacity. employees and have workers' [No workers' comp.insurance comp,insurance.$' 9: ❑Building addition required.] 5:"❑ We area corporation and its 10.[]Electrical repairs or additions 3.❑ I am a homeowner doing all-work officers have exercised their 11.El Plumbing repairs or additions myself [NO,workers' comp. right of exemption per MGL 12❑Roof regains insurance rquited j t c.152, §1(4),and we have no employees.[No workers' 13 [ Other comp.insurance required] Any applicant ffmt checks box#1 must also fill out the section below showing their wor],rs oempeosation policy information t Homeowners who submit this affidavit indicating they are domg aU work and then hire outside contractors must submit a new affidavit indicating such tConhactnrs that check this box must attached an additional sheet showing the name of the sub_Contractors and state whether arnot those entities have er�loyees. If the sub-contactors have employees,they must provide their workers?c oh number. Drop•P c3' ram an employer that is providing workers compensation insurance for my employees Below rs the policy and job site information, Insurance Company Name: Policy#or Self-ins:Lic.P 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). Farhn e•to.secure coverage as required under Section 25A ofMGL c.152 can lead to the imposition of Criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnent,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;nc,rr Ince coverage verification. I do hereby certify under tkepains-and penalties of perjury that the information provided above is true and correct; Signature U Date f /Z. Phone#: 5 0 .Z fj/ 6 f 70 - Official use only. Do not write in this area,tb"be completed by city or town official City or Town: Permit/License# •Issuing Authority(circle one): .•1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical InspEa 6. Other Contact Person: Phone#: 012 Time: 11:26 AM To: Morse Insurance Page: 01 Im- DATE(MMDD(YYYY) t�H CERTIFICATE OF LIABILITY INSURANCE 4i3i2o12 F CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED /REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL.INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to ' the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the ff certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Morse - - NA : Morse Insurance Agency, Inc. AHO`t E (5O8)238-0056 AIC No:(508)230-8367 285 Washington Street E-MADDRESSAIL •barbaramorse@morseiris.com I NSURER(S)AFFORDING COVERAGE NAIC,4 North Easton NA 02356 INSURERA-Min Street America Assurance 29939 INSURED - - INSURERS NGM Insurance Company 4788 QUALITY MECHANICAL SYSTEMS LLC INSURERC: 143 GREAT NECK RD INSURERD: _ INSURERE: '. WARE}IAM MA 0257 1-2 42 6 INSURERF: COVERAGES CERTIFICATE NUMBER:2011-2012,Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY.RER10D INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. INSR TYPE OF INSURANCE ADDL SUB - POLICY NUMBER MMIODY EFF MM DDY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $' 1,000,000 -DAMAGE TO RENTED SOO.,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea ocw rence $ A CLAIMS-MADE �OCCUR 5432 1/7/2011 1/7/i 012 MED EXP it ny one person) $ 10,000 _ PERSONAL&ADV INJURY $ 1,000,000 e GENERAL AGGREGATE - $ 2,000,000 -- GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2,000,000 ElX POLICY PR O LOC $ AUTOMOBILE LIABILITY C MBINED SINGLE LIMIT , Ea ac ident ANY AUTO BODILY INJURY(Per person) $ 250,000 ' B ALL OWNED X SCHEDULED 5432 1/7/2011 1/7/2012 BODILY INJURY(per accident) $ 500 000 AUTOS AUTOS - PROPERTY DAMAGE X HIRED AUTOS X AUTOS NON-OWNED - (Per acddent) $ 250 000 I PIP-Basic $ - UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE - AGGREGATE $ r DED RETENTION$ $� B WORKERSCOMPENSATION - x WLSTL I R TS 0 - AND EMPLOYERS'LIABILITY YIN - TORY LI 't ANY PROPRIETORiPARTNERIEXECUTIVE NIA E.L.EACH ACCID`1,iT $ 500,000 OFFICERIMEMBEREXCLUDED? 5432 - - 1/7/2011 1/7/2012 E.L.DISEASE EA EMPLOYE $ 500 000 (Mandatory in NH) If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) "The workers'compensation policy does not provide coverage for Peter J Savary" CERTIFICATE HOLDER CANCELLATION (508)291-6176 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable 200 Main Street: AUTHORIZED REPRESENTATIVE f Hyannis, MA rgaret Viera/SAM ' ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(261om)o1 The ACORD name and logo are registered marks of ACORD s'q Home Energy Raters LLc BTorr-ey @EnergyCoaexelp.con, Box 989,E.Sandwich,Ma 02537 888-503- 2233 Duct Leakage Test Address 69 Studley Rd Hyannis, Ma (Addition only) Date — April 30, 2012 Test Type — Rough-In — Total Leakage Conditioned floor area = 1259 Sq FT. To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM = 75 CFM (1259/100 x6 = 75) Duct leakage tested = 30 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Date of Test:4.30.12 Technician: Larkum Test File: Untitled Customer: Quality Mechanical Building Address: 69 Studley Rd Hyannis, MA Phone: Fax: Test Results 1. Measured Duct Leakage: 30.0 CFM 15.7 sq. in. (+/-0.0%) 2. Duct Leakage as a Percent of System Airflow: 3. Duct Leakage as a Percent of Building Floor Area: 2.4% 4. Leakage Split: Supply Side: Return Side: 5. Duct Leakage Curve: Flow Coefficient(C): 4.3 Exponent(n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test Type: Total Leakage (Duct Blaster Only) Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC Y COMMONWEALTH OF MASSAC 4-.0-7Ws.15 SHEET ME AL WORKERS A�A M'a STE -Uj IRESTRICTED tBSUES THE,ABOVE LICENSE TO: PETER J .SAVARY.- 1' 3 GREAT .;NECK RD' . W'AREHAM " Ei+ MA 02571 2426 4557 09/28/12 949220 • . . .. NEW= t WE Town of Barnstable Regulatory Services ,�srsrnBrs, ; F ` yes Thomas F.Geiler,Director s63q. 1� 5 Building Division . L k Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 = Fax: 508-790-6230 r Property Owner Must Complete and Sign This Section If Using A Builder, - I, I- ` tt PL Y k c R.ev c / ,as Owner of the subject property. hereby authorize to act on mp behalf, in all matters relative to work authorized by this building permit " 5 J le (Ad------------------ dress o Job) * Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized final inspections are performed and accepted'. Signature of Owner p.Signature of Applicant m X— y yo-rz, Phut Name Print Name = S� /®a y Date Q:FORMS:OWNERPERMISSIONPOOLS �tHE Town of Barnstable " Regulatory Services i � + • SAMSrABIZ, Thomas F.Geiler,Director MAM Ar1619.c Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 /Fawx.: 8-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: /fib r� number street _ 4wil ga / f� / "HOMEOWNER": �d 71 r3 �S S ®�'�(j 6 y 1 name me phone# work phone# CURRENT MAILING ADDRESS: a V,42 or ci t state zip de The current exemption for"homeowners"was extended to include own - cc u ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not posse license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWN Person(s)who owns a parcel of land on which he/she resides or inten to reside,o hich there is,or is intended to be, a one or two-family dwelling,attached or detached structures acce sory to such use d/or farm structures. A person who constructs more than one home in a two-year period sha of be considered a meowner. Such "homeowner"shall submit to the Building Official on a form accep le to the Building Offic that he/she shall be res onsible for all such work Rerformed under the building ermit. Section 109.1.1) The undersigned"homeowner"assumes responsibility for compli ce with the State Building Code and er applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands a Town of Barnstable Building Department minimum inspe procedures and re em is and that he/s a will comply with said procedures and req '.e ignature of Homeowner Approval of Building Official N Note: Three-family dwellings containing 35,000 bic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNE S EXEMPTION 4 The Code states that: "Any homeowner performing work fo which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisor provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor. f Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15).This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forrns:homeexempt `OF THE►Oki Town of Barnstable BARNSTABLE. • Regulatory Services 7 MASS. g 1639• �0� Building Division prFO MAC 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection (42 \� Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: W-L V L- V� If LAl n f © `7_. 1 04 r c. S w , r ( b EY-1) C LC Please call: 508-862-4038 for re-inspection. Inspected by Date S v MACINNES CONSULTING PO Box 1182, East Sandwich, MA 02537 (508) 274-2091 shawn@macinnesconsulting.com March 7, 2012 Larry Kenney Kenney Builders 100 Sullivan Road West Yarmouth, MA 02673 E.. RE: -Framing Modifications —69 Studley Road - Hyannis, MA02601 Dear Mr. Kenney, This letter is to confirm that the window and door openings in the proposed addition at .69 Studley Road, Hyannis, as shown on plans titled Plan #1840 Garage/Bedroom/Family Room for Ben and Suzanne Baxter, 69 Studley Road, Hyannis, MA'by KSA Design and dated January 21, 2011 have been framed as such that the jack stud'framing configuration is sufficient to meet the loading requirements of the State Building Code and the 110 MPH Exposure B Wood Frame Construction Manual. . Please contact Maclnnes Consulting if you have any questions or require additional information. �S i OF�dqs �f Sin s9c SHAWN yc o MAONNES IVIL 4 28 Sh s }r \ s�ONA L ENG Z zt W � , et. 1 i , � -77 F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel O 1 D Application# � Health Division Conservation Division Permit# Tax Collector Date Issued a`S Treasurer Application Fee o Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address �c4 f.(C�I , R�Y16 rr Village q CLk1 n 1 S Owner (S(,l-7--OM C L 5,��-e l� Address a+_ud 2CQCL.,i,H1 Wr)15,I4-19 Telephone 503- `n 8- &:2-35 Permit Request R-eplace, e- 5-hho e)t- rri Or deck- ; jYY-_rM_S£ c�eclC Si� Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation r<��0� Construction Type Rol Lot Size •� Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. DwellingType: Single Family Two Family ❑ Multi-Family #units Yp 9 Y Y Y( ��) Age of Existing Structure Historic House:. ❑Yes l7No On Old King's Highway: ❑Yes 6o Basement Type: a'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing Agr new _ Number of Bedrooms: existing_ new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: OGas ❑Oil ❑Electric ❑Other q Z r L. Central Air: ❑Yes . 0 Fireplaces: Existing _ New Existing wood/coaf stove: Yes O�I�o _ Detached garage:/LLJeisting ❑new size Pool:❑exis ing ❑new size Barn:❑ fisting L mew se Zt Attached garage: sting`—❑new'�size = 4 = Shed: g existin ❑new size Other: r c Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes;'site plan review# Current Use Proposed Use BUILDER INFORMATION Name SeC O J, QQVCrof - Telephone Number Address(65 Fber) SJM1MhW1 R02_6L License# C S Ceder✓1 I le I WA 02.(0 3. Home Improvement Contractor# 141 a-a 5 Worker's Compensation# WG y W3 q 2j-& ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CQ,SeLLQ. SIGNATURE DATE Fo TOE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' MAP/PARCEL:NO.. ADDRESS y VILLAGE OWNER } DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL }' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING s DATE CLOSED OUT k ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations klip 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Semi V , gnVC MEf— Address:6o 5 E beh SMifh 20aCOU City/State/Zips Y V+111C N-6 02632 Phone#: -7-714 -83� —(fib ZY Are you an employer? Check the appropriate box: Type of project(required): 1.271 am a employer with 3 4. ElI am a general contractor and I 6. El New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13. Other Y Y *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company NameGran j-Ve 5Q,-fc, _; 16urah G-e— Policy#or Self-ins. Lic.#: WC, 4 w 3 q GQ Expiration Date: I/.-ZOO 3 Job Site Address:roA 5! Ud lift/ aya a City/State/Zip:4�42r)n 1j� PA 01 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 fy u der pain a penalties of perjury that the information provided above is true and correct. Signature• Dater t� Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person:• Phone#: DIME l STASM Town of Barnstable RAM 19. Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 13c_V4?r -,as Owner of the subject property hereby authorize 11 N J Q0VC r0r_ to act on my behalf, in all matters relative to work authorized by this building permit application for: a (Cq 51AJ l,eu ROCt.J flVQr1r))95 M 026C) I (Address of Job) Si tore o er Date Print Name ' y Q:Forms:expmtrg Revise071405 Town of Barnstable Regulatory Services , snuasTnsc.E. ` Thomas F.Geiler,Director 9 Mss. g. `bpTf6.39. Building Division Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax 508-790-6230 Permit n0 Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than,four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. � - Estimated.Cost Type of Work: '( fib k- Address of Work:Gq Stud JQJ IZb d 1_�JQn h 1 S ► IULf 026d � Owner's Name:S(,l; i.h t'► t_. ,�"I� f Date of Application: CO 114/0-7 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 E]Building not owner-occupied []Owner pulling own permit - Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE ROME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES PF PERJURY ' I hereby.apply for a permit as7theent o e o zl Date CbnfJaJ_orkfi6ktdre "" Registration No. OR Date Owner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 Board of Building Regulations and Standards t HOME IMPROVEMENT CONTRACTOR _ Registration: 141225 Expiration: 1/22/2008 Type: Private Corporation ROYCROFT&KUEHNE BUILDERS,INC. Sean Roycroft 65 Eben Smith Ros Centerville,MA 02632 Administrator Board of Building Regulations and Standards Construction Supervisor license , License: CS 83280 Birthdate: 11/29/1964 Expiration: 11/29/2010 Tr# 5313. Restriction: 00; SEAN J ROYCROFT 65 EBEN SMITH RD CENTERVILLE,MA 02632 'Commissioner, 08-08-06 10:04am From-SOUTHEASTERN INSURANCE AGENCY 508-7900557 T-996 P-01/01 F-834 ----U. s.. ® . .. ems a ■ e _va _.a v a UGIUBILUUb PRODUCER (508)997-6061 FAX (S08)991-3283 THIS CERTIFIC*TE IS ISSUED AS A Ma 17TER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPOI I THE CERTIFICATE 662 Stale Rd. HOLDER.THIS CERTIFICATE DOES NO AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED 131 THE POLICIES BELOW. P.O. Boa.'79398 I N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC d wouRBD Roycro t & Kuehne Builders Inc , INSURER A. Arbella Protection Insurance 6S Eben Smith Road INSURER8. MerChants Ins Group. . Centerville, MA 02632 INSURERC: Granite State Ins INSURER D: INSURER E: COVERAGIS THE POuC,ES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I 4DtCATED.NOTWITHSTANDING ANY REOU,REMENT•TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIF CATE MAY BE ISSUED OR MAY PERT.dN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIOP S AND CONDITIONS OF SUCH POLICIES..NGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADWL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EX IRATI N LIMITS GZIERAL LIABILITY 9500022738 07/03/2Q06 07/03/2007 EACH OCCURRE 4CE $ 2,000,000 COMMERCIAL GENERAL LUWILITY DAMAGE TO REF TED $ S0,000 CLAIMS MADE 1 I OCCUR MEO EXP(Any of a pamn) S S 000 A PERSONAL&AD f INJURY S 1,000,000 GENERAL AGGR EGATE f 2.000.000 GE,lL AGGREGATE LIMIT APPLIES PER PRODUCT$-CO APIOP AGG $ 1 QQQ QQQ POLICY PE OT LOC AU':OMOBILE LIABIUTY COMBINED SING.E LIMIT f ; ANY AUTO (Ea Eaidern) 1 1 000,00 X ALL OWNED AUTOS 7AMOZ77014095 10/19/200S 10/18/2006 BODILY INJURY SCHEDULED AUTOS - (Per person) _ B HIRED AUTOS - BODILY INJURV NON•OWNRO AUTOS (Paracda"t) f PROPERTY DAMAGE $ (Per awdent) incl. OAI(AOE LIABILITY AUTO ONLY•EA NCCiDENT $ ANY AUTO OTHER THAN F-A ACC 9 AUTO ONLY. AOO 3 FxI ESSIUMBRELLA LIABILITY EACH OCGuRREi ICE f OCCUR CLAIMS MADE AGGREGATE S S DEDUCT18LE _ 6 RETENTION $ S WORKBRL COMPENSATION AND X W STATT TH- EMPLOYERS•LIA13IL17Y C ANY PROI RIETORIPARTNERIEXECUTIVE E.L.EACHACCIO NT $ 100,000 OFTICERII4EMSERFXCWDE07 WC4W392269 08/01/2006 09/01/2007 E.L.DISEASE-e EMPLOYEE f 100,000 It yes•des.rfbe under SPECULLIROVOONGtmuw El DISEASE-P LICYLIM)T f S00100 OTHER DESCRIPTION Ot:OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS For any slid all operations performed during the policy period. CERTIF"TE HOLDER CANCFELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES B CANCQLLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER LL ENDEAVOR TO MAIL Tow.t of Barnstable10 DAYS WRITTEN NOnCE.TO THE Cr;g-nnCA HOLDER NAMED TO THE LEFT, At to" Bldg Dept' BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE 0 OBLIGATION OR LIABILITY Mal it•St OF ANY KIND UPON THE INSURER,ITS AGENTS OR RE PRESFNTATIVES. Hyalnni s, MA 02601 FAITHOROW REPRESeNTATNE an Martin ACORD 25(2001/08) OA CORD CORPORATION 1988 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands City/Tom WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth WetlandBylaw,Ghaptef_1-4-3—____-- _ A. General Information Important: When filling out 1. Applicant: forms on the 6-6 t �b t e� computer,use Name E-Mail Address only the tab key n C1 o move your cursor-do not Mailin Address use the return a yi V l tS key. CityfTovd State Zip Code +� Phone Number Fax Number(if applicable) 2. Re resentative(if any): Finn 4 'c Contact Name fI - ail Address ��.�KX1 SUVLI'�5�n �OtA-O Mailing Address Citylrom State Zip Code Plrl 1-t36- 66:pA 5og-ti42-o'l�lF4�i Phone Number Fax Number(if applicable) B. Determinations 1 1 request the make the following determination(s). Check any that apply: Conservation Commission ❑ a. whether the area depicted on plan(s)and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. ❑ b. whether the boundaries of resource area(s) depicted on plan(s)and/or map(s)referenced below are accurately delineated. ❑ c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act. ❑ d.whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Name of Municipality ❑ e. whether the following scope of alternatives is adequate for work in the Riverfront Area as depicted on referenced plan(s). wparormt.doc•rev.02/0o. Page 1 at 4 Massachusetts Department of Environmental Protection 'Bureau of Resource Protection - Wetlands WPA Form 1- Request for Determination of Applicability cltyrrown Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Town of Yarmouth-.- - C. Project Description 1. a. Project Location(use maps and plans to identify the location of the area subject to this request): L9 Sk v-d l —4 �oaA 14u b van i AA Street Address cy own -- --- - � .�-- �-ram--- -- Assessors Map/Plat Number Parcel/Lot Number b. Area Description(use additional paper, if necessary): c. Plan and/or Map Reference(s): Title Date Title Date Title Date 2. a. Work Description (use additional paper and/or provide plan(s)of work, if necessary): g- d,� i_�(�6Go �� 2L� sC7-e-, wparomN.doc•rev.ozroo. Page 2 or 4 Massachusetts Department of Environmental Protection J 'Bureau of Resource Protection - Wetlands cityrrown WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131,-§40 ------------__-_-- Iown--of-Yarmouth-Wetland-By=lawf-Chapter 143---------------- - --- ----- D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. -- tfurther rty-owrrer,,-ifxhfferentfraw e app It can an— -the appropna a DEF,Regional - Office(see Appendix A)were sent a complete copy of this Request(including all appropriate documentation)simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in a timely manner may result in dismissal of the Request for Determination of Applicability. Name and address of the property owner. Name MatlMom Address YI is �� oz6 C) � City/Town State Zip Code Signatures: I also understand that notification of this Request will be placed in a local newspaper at my expense in a ance Section 10.05j i)of the Wetlands Protection Act regulations. r» -C;� C70 Signat of Applicant Date �It Signature of Psentative(if any) Date wpafortM.doc•rev.02100. Page 4 of 4 w I+ y io)6 ! 48 sz 3 3� di f� a It } a S M 1 ,g +� ter' . �s y § t t f ata „ . O Y' ,�s, � �., 'YQ � � .ram ^a� 1 ` & i 3x r a 30601 a #69 X 1 14, c o- �De c lei x . I j � X X X X X— X- X— X— X— X— wq !' X— )(•� ){.� X— X— X.� X— Xr X— X-X X— X— X_. X— i 306237 N #7 A _ NOTE:PARCEL LINES MAY NOT BE ACCURATE. The DISCLAIMER:This map is for planning purposes only. it parcel lines on this map are only graphic representatbns of may not be adequate for legal bourldary detendnallon or Assessor's tax parcels. 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J.Y CO SS ANU � WE MERLE t 1 ! i MR, 3� o IMMEDIATE ABUTTERS OF ASSESSOR'S MAP PARCEL . Map �bin Parcel D��- — - --Name• 1.wu,t t'o c'e- Mwi o / Address: 01 e Map Parcel (� OF ba,rnSfabl'e Con Name: ��ss � Address: _ C� ser`r�ON C6 rorn I SS)o� ��yc n►�i S �-t �1 02k C) ) ap _ Parcel _ Name: / l� Address: ll�d Map- V 6 Parcel Name• Address: & tLd teLi it a Parcel Name: Address: st(L4 Ma Parcel oZ 3 Kay�rn I'Y), I Yon3 Son/ Name• I'rill v Address: ll 5 7 j4i C-Ko K R o QoL ew Ca VAa.a ►7J C 1 DATE ABUTTERS RE ID TIFIE 1�_/ SIGNATURE "Town of Barnstable",and please submit it to the Administrator when your hearing is called. REQUEST FOR DETERMINATION OF APPLICABILITY ---- DATE: 1-157/ 157007 RE:—Upcoming Barnstable- mission PU Hearing ---- To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a Request for Determination of Applicability application has been filed with the Barnstable Conservation Commission. APPLICANT: 361, PROJECT ADDRESS OR LOCATION: �9 .S�rd l kfd ASSESSOR'S MAP&PARCEL: MAP V PARCEL Q 1-0 PROJECT DESCRIPTION: Alt?°w eX�e r`l b r dC GEC APPLICANT'S AGENT: ��L��u �►fie=;; (�� a�3 2 PUBLIC HEARING: - --------- �cai "—=won! NOTE: Plans and application describing the proposed activity are on file with the Conservation Commission(508-862-4093) Revised: March 14,2006 Q:RegsJFina1Chapter710 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3o b Parcel O <0 r Application #001 02 6 7 Health Division G.:'Ir COn,,cc)'. 44 P)10f'c Date Issued � 1� Conservation Division Application Fee Planning Dept. Permit Fee 16 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address s� Oc_ct VillageCdM h S Owner Yan Address_ Telephone SD 6� S Permit Request >✓W 00AA, Square feet: 1 st floor: existing&�6. osed !� 2nd floor: existing proposed Total new a Zoning District Flood Plain Groundwater Overlay Project Valuation 000 Construction Type WO04L Lot Size 3-� Grandfathered: ❑Yes 3 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure d/S. Historic House: ❑Yes 2 o On Old King's Highway: '❑Yes ®`No Basement Type: C/Full ❑ Crawl ❑Walkout ❑ Other 429 Basement Finished Area(sq.ft.) 7001F Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 19 new _ Half: existing w n o cam. Number of Bedrooms:. Al _ existing new Total Room Count (not including baths): existing new _First Floor Room Coon TTTT o. 314 Heat Type and Fuel: Gr�as ❑Oil ❑ Electric ❑ Other o 3 ❑Yes 016 Fireplaces: Existing to rn Central Air: GIN p g New � Existing wood/coal stove: ❑Yes o Detached garage: ❑ existing ® new size—Pool: ❑ exis .ng ❑ new size _ Barn: ❑.existing ❑ new size_ Attached garage: R existing ❑ new size _Shed: existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ®'//No If yes, site plan review# Current Use Lest d.Y 0-k Proposed Use 5d4-,� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) I�o�IG60 C�l1�.hULL �(,�,i�(I rtG Telephone Number I'1 3�-6694 Name 'T A Address 6S 46460 'VNr L, RO-4 License # C S 9.3;0 0c-,ievu0br_,MR 02431— Home Improvement Contractor# Worker's Compensation # 75XM3 26 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE - g0 t b t FOR OFFICIAL USE ONLY APPLICATION# t _PATE ISSUED- ".MAP--/PARCEL NO:,. , 'ADDRESS- VILLAGE OWNER ' DATE OF INSPECTION: 'FOUNDATION`: = ' FRAME INSULATI;OR FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS- �` _-ROUGH FINAL _. FINAL_BUILDINOO' U i 3L '..:: -. DATE CLOSED.OUT ._ ASSOCIATION PLAN NO. ti 177 .. N,::Y` '� ;;w a ] ?' -fi:3 s:..xy ,f :'f s.k k ,.p Ss�a R.�i n .,�`, r4 r r 3d• s ':'h t �f,•A A,#e. :5r'. 5'.. :;adx Z-1 �✓ rriR�`'.✓,i•rc1. ../,. P;.r •s ,�',"�.s r"x:tnd :« 3r. .r? 5� �.1:.,�� Ez..,.t �'..P. is} E� y� .��','Y r €;,r'- >t y . fie` .x� e Ct h __ _ F P'S O .. _ � I $F$ y�g,v: $4r�. 4 .+1N'f:...3 d q�,z"` S �?1,i=�+�R� < t•� �p � L �pX, " o LA 30601 C X ► .� x15� I r19a e L 14, X _1 X �y I cn X �� ' . X _ \/ 1 Y gg� ,a'9.'•i X I �a�/ i � X M _ X�� X i_ .X X .� X X X x� X-- X— X— X— X�j�- X X X _ f ., If 306237 N =. #7 A NOTE:'pgRCEL LINES MAY NOT BE ACCURATE, The DISCLAIMER:This map k for planning purppseg only. h z parr'el Imes on this dp maP are oNy QmPNc tepresentalbns of may rot be adequate for boundaessofa tax parcels. They are nol true property legal Uourgary detem9nadon or boundarss ies and do not represent aocurete regulatory interpretation. T his map does not represent an ! Physical objects on the map such as buildeq bratiors re atbns, b On-d"mund survey. p, 0 4.5 9 18 Feel d 1 Inch equals 20 fept tC y',r`.tLyF fG v;'3 !y Y`d:' 1'?�tM1,. a ls' '�.aNMI;.; f mrn•: a ti Ys u rs a� .' da v 4 t.,' " '�`� f °;1,1.` :tgg �. x n ,fi f`a. ...Y yz;,:,.e, s i P✓rr> n yggt��4:`. ' "�:� �v ,:��E sj: �`E ,r�. ..Yr ys'� rs s� �4 �'.;pz >�' xs '<x zs�,, y�^r�'. + "� a; + M,,.."" `, 'S,'t ( sH`fra°y; +,z ,at1 .%' .` ✓' �, "r, '�k.ra {�y +� :y� z, }"2 ' .u'aa 3"vs a;, �y '; t 9�axgf py,b *y e C r'ro. t r 9:s✓. .`'4 7h- j '.r+a #a° G 'i 4 r.✓' a:-.F7 r' 4 lar « .J a zy a x� 9s' �'r �� %s s f ,d, WT a s'" kK,�` �# yr'+ ✓r Barb %. � .�">� .:w j 7�` 'z £ � .rsF.I- - t � .✓ �iitw.. _ .cif"wts��+4� ` xw 4 M3a14 rr Zg kawfi$ w ;es S u yr� a +"✓ ��' r 4 x r A i t f ra .. .�" t "� e Y NJ Oki 4 } r DDD as ATM ./ �3a„£s/d� q i� �Mt . ,iytz - g ( y k • c � � k 4 " ;L°[' 1kA ,$ti,"u3+4xl;.n Map Page 1 of 1 Town of Barnstable Geographic Information System New search Home Help • Parcel Viewer Custom Map Abutters Map Size ® 13 ZoomFull OutIn JPG Map: 306 Parcel 010' ^^_ Property ' Location: 69 STUDLEY 'Info 306014 3D8015 . 300 30 p84. 064 074 s72 2. Owner: BAXTER,BENJAMIN D SR&.SUZANNE L ~ r aTIJut:EY RO Location Information .... ... ................� Y - - Map&Parcel 306010 - ----�{ Location 69 STUDLEY ROAD _ Acreage 0.35acres, Current Owner .............. .................................................................................... x t' 3Daooa s Mailing Address BAXTER,BENJAMIN D SR&SUZANNE L _ 308010 ' "s ! 69 STUDLEY ROAD �` aea HYANNIS,MA 02601 Appraised Value(FY 2010) Extra Features $23,900 4j] Out Buildings $1,400 ±• Land $347,800 • r 308237. Buildings $141,700- %7 .I Total Appraised -$514,800306011 p83 ,. � � Assessed Valu_e_(FY 2010) r 0. `5 Feet Extra Features $23,900 } "� 1 30823a Out Buildings $1,400 t q5 Land $347,800. w J} r Buildings $141,700 � Set Scale 1°= 54 I Aerial Photos .1 MAP DISCLAIMER Total Assessed $514,800 Copyright 2005-2010 Town of Barnstable,MA All nghts reserved.Send questions or comments to GIS . - BarnstableMA vl.2.3867[Productionj a http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=306010 9/30/2010 Sep. 3 0. 2010 9. 51 A N o 0 019 P. 1/21 DDIYYYY) A(;uKu �.CATIFICATE OF LIABILITY INSURANCE 0 9/16/2010 ODUCER 508.997.6061 FAX 508.990.2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION outheastern Insurance Agency, °Inc.:-. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.. P.O. Box 79398 North Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED Roycroft & Kuehne Builders Inc INSURER A: Arbella Protection Insurance 41360 65 Eben Smith Road INSURERB: Merchants Insurance Group Centerville, MA 02632 INSURER c: AIG Insurance INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' POLICY EFFECTIVE POLICY EXPIRATION ' LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MMIDD LIMITS GENERAL LIABILITY 8500022738 .08/01/2010 08/01/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence $. 100,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 `a _ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PE0. LOC AUTOMOBILE LIABILITY 7AM0277014095 10/18/2009 10/18/2010 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS - - BODILY INJURY $ X SCHEDULED AUTOS (Per person) B X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) , $ PROPERTY DAMAGE $ (Per accident)- GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY. EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE - $ RETENTION $ $ WORKERS COMPENSATION X ,WC STATU- 0 H- - AND EMPLOYERS'LIABILITY * TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE,Y/N W00001261634 08/06/2010 08/06/2011 E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? (Mandatory in NH) ❑ - - - E.L.DISEASE,-EA EMPLOYEE $ 100,000 If yes•describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS #00001: 2004 FORD F250 PICK UP 1FTNX211_54EA55624 #00004: 2006 FORD F350 PU.1FTWW31P66EC78323 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: Building Department IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 200 Main Street =;c u QL� ENTATIVES. Barnstable, MA 02601 i+J 1ilV �y DREPRESENTATIVE e Bretton ACORD 25(2009/01) FAX: 508:420.1947 ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.3.1 Compliance Certificate Energy Code: 20071ECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 69 Studley Road Ben&Susan Baxter Steven Cook Hyannis,MA 02601 69 Studley Road Cotuit Bay Design,LLC Hyannis,MA 02601 43 Brewster Road Mashpee,MA 02649 508-274-1166 steve@cotuitbaydesign.com Compliance: Maximum UA:58 Your UA:54 Ceiling 1:Cathedral Ceiling(no attic) 161 30.0' 0.0 5 Wall 1:Wood Frame,16"o.c. 246 19.0 0.0 8 Window 1:Vinyl Frame:Double Pane with Low-E 59 0.320 19 Door 1:Glass 53 0.320 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 144 30.0 0.0 5 Compliance Statement: The proposed building design described here is.consi t with the buildi g pl specifications,and other calculations submitted with the permit application.The proposed building ha n designed to eat 2007 IECC requirements in REScheck Verson/n'�4.3.1 and to comply with the mandatory requirements lis Sch Ins ction Checklist. Name-Title Sign re Date r Project Title: - Report date: 06/24/10 Data filename:C:\Documents and Settings\user\My Documents\REScheck\baxter.rck Page 1 of 3 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: r ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: 1 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:0.320 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?,_Yes—No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or. damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Project Title: Report date:06/24/10 Data filename:C:\Documents and Settings\user\My Documents\REScheck\baxter.rck Page 2 of 3 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: El Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to"at least R-6. Duct Construction: r Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Ll Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the Intemational Mechanical Code: Temperature Controls: 0 Thermostats exist 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 is provided. Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD.(Building Department Use Only) i Project Title: Report date:06/24/10 Data filename:C:\Documents and Settings\user\My Documents\REScheck\baxter.rck Page 3 of 3 2007 IECC Energy Efficiency Certificate Ceiling/Roof f 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): o... -. MMM dogs Window 0.32 Door 0.32 NA Water Heater: Name: Date: Comments: T T�,ti Town of Barnstable- , ' °-Regulatory Services K w stErrtsrAs[.� . y wta,& $ Thomas F. Geiler;Director 16�� Building Division Tom Perry,Building Commissioner T `260.Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 FaX:"'S08-790-6230 Property C►wner Must Complete and Sign This Section If Using ABuilder - Y r as Own I, x ; er of the,stib�ect property hereby,authorize o (�,60 to act on my.behalf,' - in all matte is, relative to work authorized by this building permit application for. . a ; (Address of Job r } Signature of:Ownerg r Date a k 71, OL" Print Name .$ f If Property ®vvneris applying forpermit please complete the. Homeowners License Exemption Formbil the'reverse side. Q:F0KMS:0 WNERPERMISSION i� Town of Barnstable �Qe icy , y�P o Regulatory Services awxrrsrABu_ ; Thomas F. Geiler,Director MASS. Building Division PrED►M{A Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA026.01 v11ww.town.b arnstable.ma.us Office: 508-862•4038 Fax: 508-790-6230 13011EORNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code 7be 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 BOMEONVNER 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 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 biiilding.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. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatre of Homeowner . 1 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 109.3.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application., that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is aform currently used by several towns. You may care t amend and adopt such a form/certification for use in your corranunity. Q:forms:homeexempt Hoard of Building Regulations and Standan Construction Supervisor License d1! License: CS 83280 Birthdate: ' w 11/29/1964 / ® Expiration: 11/29/2010 Tr# 531 Restriction: 00 SEANJ ROYCROFT 65 EBEN SMITH RD CENTERVILLE,MA 02632 Commissioner ✓�e �ova�uoi�ureall� o�'��llq,urrc�utel,�t ' —=` License or registration valid for individul use oni3 Office of Consumer Affairs&Business Regulation G f- before the expiration date. If found return to: t �: qi , :. HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulati Registration: 141225 i 10 Park Plaza-Suite 5170 Expiration: 1/2212012 J Tr# 291967 Boston,MA 02116 Type: Private Corporation ROYCROFT&KUEHNE BUILDERS,INC. Sean Roycroft 65 Eben Smith Road Centerville,MA 02632 Undersecretary Not valid kivitho h The Com/nonwealth of Massachusetts Y Department of Industrial Accidents Office of Investigations 600 Washington Street t Boston, MA 02111 y. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ise ibl Name (Business/Organization/Individual): R ezoA KV•G l Address: o ��•tM SUS $ RD - City/State/Zip: r Phone Are youan employer? Check the appropriate box: .,Type of project(required): . 1.LJ 1 am a employer with 3 4• ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have`hired the sub-contractors.. u - - -- - -._...- - . .. 2.El I am a sole proprietor,or partner-. . listed on the attached sheet. 7. ❑ Remodeling ship and have no.employees These sub-contractors have g, ❑ De olition. employees and have workers' working forme in any capacity. 9. Building addition [No workers' comp,..insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.El 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.]ot c. 152, §1(4), and we have no employees. [No workers' A.❑ 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 submirthis affidavit indicating they are doing all'work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that.is providing workers' compensation insurance for my employees. Below is the policy and job site information =LnS Insurance �Company Name: ravL,'J6C Policy#or Self-ins.Lic. ~]`i 53;� Expiration Dater O41,2-010 Job Site Address: 'f _S City/State/Zip; �d O Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be.forwarded to the Office of Investigations of the DIA for insurance coverage-verification. 1 do hereby c rtify and r the p i s and penalties of perjury that the information provided above is true and correct. Signature: Date. Aw Phone#: I l '1 b! �jk' Officiat use only!D.o'not.)vrite,in this.area, td be completed by city or town offcciaC City or Town: Term it/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk d. Electrical Inspector 5, Plumbing Inspector 6. Other Contact Person: Phone#: information and Znstructzons Massachusetts General Laws chapter 152 requires all employers to pf0 erserviDe k of anoth P under o o employees.r their anycontrac contract Of Pursuant to this statute,.an employee is defined as `.,.every person in th express or implied, oral or written." gal entity, or any two An employer is defined as "an in partnership, s °C1thtion e le al,:reorese°n or other nlalives of aedeceased employer, oo�eore of the foregoing engaged in ajoint enterprise;and Including g p ees. However the receiver or trustee of ao individual, partnership, association or other legal entity, employing employ owner of a dwelling house.having not more than three apar lenancemen Is nd who onstnictioneor reparn,.or the ir work onccupant of the such dwelling house dwelling house of another who employs persons to do main or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.' MGL chapter 152, §25C(6) also slates 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 acce ptable evidence of compliance with the insurance coverage required;" ll Additionally, MGL chapter 152, §25C(7) states "Neither the conaunon able l evidence of complh nor any of its iance withtical ionsuranns ace enter into any contract for the performance of public work until p requirements of this chapter have been presented to the contracting authority." Applicants ur Please.fill out.the workers' compensation affidavit completely, by number(s)halongewith ths that Pplcerlificy to oaie(s)rof on and, if necessary,supply sub-contractor(s)name(s), addresses)and phone insurance, Limited Liability Companies (LLC)or Limited.Liability Partnerships(LLP) with no employees other than the if an LLC or LLP does members or partners, are not required to carry workers' compensation insurance, have employees, a policy is required. Be advised -Istrial that this affidavit me submitted ate to the the affidavit nt of affidavitshould Accidents for confirmat141 ion of insurance coverage, Also be sure to g n and dbe returned to the city or town that-the application for the permit or license is.being requested not the Department of re required to otn a,,workers' Industrial Accidmis. Should you have any,questions regarding the law or if you s Self-insured compa nes should enter their compensatioo'policy,please call the Department at the number listed below. self insurance license number on the appropriate line. . '. . City or, Town.Ofpciais 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 coniact.you regarding the applicant. er. In addition, Please be sure to fill in the.permiUlicense number which will be.use"d as aeed only bone affidavit indicaan h�gicurrtent that must submit multiple permit/license applicalions in any given year, n Y (city or policy information ()f necessary)and under"Job Site Address the applicant should write"al]locations in tovfn),"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 Lhat a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled DLit each tizen is obtaining a license or permit not related to any business or commercial venture year. Where a home owner or ci (i,e, a dog license of permit to burn leaves etc.) said person is NOT required to complete this affidavit.. ,% f questions, ke to Ch�kyou in ar}vanc-e for—you-r-coaperatian and should you bay The Office of Investigations wouldli e any please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Fax 9 617427-7749 Revised 4-24-07 www.mass.gov/dia �� t � � � � n � � �„ 1 ; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map O b Parcel 0 M Application # Health Division Date Issued 1 'Z. Conservation Division -y�� 0��" I2��/1 Application Fee Planning Dept. Permit Feel µ Date Definitive Plan Approved by Planning Board �✓ P Historic - OKH _ Preservation / Hyannis Project Street Address / 5/yCXJy Ro Village c g t3• _ Owner&A2 �' S0S&uo e- RoQ) /p Address 9 sfo�Ap)e W Telephone ,r+ e Permit Request _ �13 a Ocy /��►A)i Od & ks Square feet: 1 st floor: existing/,-VproposedEIA 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Ad ooO. Construction Type Lot Size Grandfathered: CTes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family�e� Two Family ❑ Multi-Family (# units) Age of Existing Structure �T Historic House: ❑Yes �LfI"No On Old King's Highway: ❑Yes CrNo Basement Type: ❑ Full ❑ Crawl 4 alkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 3 new/ Half: existing new O Number of Bedrooms: 3 existing! new Total Room Count (not including baths): existing _ _new 13 First Floor Room Count Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes U No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes 1r o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑e fisting ❑new size_ Attached garage: C(existing ❑ new size/ Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �; Commercial ❑Yes 2 No If yes, site plan review# 1:9 00 Current Use _ _ Proposed Use «, rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name c wz e-— eA-1 A;e-\1 delephone Number J 087 - 7Z5 07 gJ Address lO o Sv Mb 12 License # ® U ,e S I / H M 00 r etP . Home Improvement Contractor# Worker's Compensation # KI C , 3:2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 141111ZJ1 FOR OFFICIAL USE ONLY -APPLICATION# f , _.DATE ISSUED .-„. -. _ADDRESS : " VILLAGE OWNER DATE OF INSPECTION: 'FOUNDATION i FRAME �?INSMAPTION'' ,'=t FIREPLACE ELECTRICAL: ROUGH ".FINAL PLUMBING: ROUGH FINAL x ' ROUGH - -- FINAL FINAL.BUILDING ==::DATE CLOSED OUT; -� ASSOCIATION PLAN NO. rFLE rIOG :{ i. Tom' of Barn able ' Regalatoty Servzces " Thornas F. Geiler, Director ' BaUding Division _. Thomas e'er CBO Bu�ldin 'Commissiosrer t r 200 Main Street, Hyanzzi ,MA 0260I' i : `+ v�w:fown.bariLstable.ma.us �® Offices 508-862=4038 Fax: 508-790-623C PLAN RE Y'M o •l 6 Owner Map/Parcel. - Project Address "M1lo•� � Builder r. The fallow iag;ztems were noted'on'reviemng: - 0 Op AS ��y/L7' S v (Lt! o /N ��vD �- �L� Ub4T. o A N /C 0 5 Vt 'fF 7 f=rfro L- l � � P rG t Reviewed by. �� D ate: The Commonwealth of Massachusetts Departinent oflndustrc Accidents 600 Washington Street Boston,MA C2111 M .ma&s gw/dia Workers'-Compensation Insurance Affidavit: Builders/Contr-actors/EIectricians/Plt-mbers Applicant Information Please Print Le ' I Name (Business/ i�OrgatiizetionlInclividnaI) A h V NJ' 3. / e f-- Address: City/State/Zip: Y s to C a l I . 6:1 7 Phone Are yob an employer?Check the appropriate bar. 1.�I am a employer with —3 4. [] I am a general contra7!&h=t .[7-. Type of project(required): . employees(RM and/or part-t¢ne).* have hired the sub-co 6 ❑New construction 2. I am a sole proprietor or partner- listed on the attached ElLmodel ship and have no employees These sub-contractors have g Demolition working for me.m any capacity. employees and have workers' [No workers'comp.msuiance comp:insurance.$ 9. [B uilding addition required.] 5. We are a corporation and its I0-D Electrical repairs or additions 3.❑-I am a homeowner doing all work Of have exercised their 11. Plumbin r g epairs or additions myself [No workers' comp. right of exemption per MGL insurance required.]t c. 152, §1(4), and we have no " 12•EI Roof repairs employees. INC)workers' 13.0 Other z, corup.M-M ranee required.] Any applicant that checks box#I must also fIl out the section below showing their workers'compcmahon t Hnmoowners who submit this afid"t indicating they arc doing an work and them hire policy mformahon outside eoatzsctnrs must submit a new affidavit indicating such �--onhactam that check this box mms1 attached as additional sheet showing the name of the have e If the sub-contractnty and state whether or not those entities have employes sob-mntumtors mployees,�,�t�dt their workers'c amp•pobey number. I am an employer that is providing workers'compensation insurance or information. `� f my employees Below is the pofry and job site Insraanee Company Name: Policy#or Self ins.Lic. ..C, ® 11 3;1 �r Expiration Date: ® J 12, Job Site Address: 6 / _ City/State/ �P� A.¢r.�cS Attach a copy of the Workers' compensation policy declaration page(showing the Policy number and expiration date). Fame to secure coverage as required imder Section 25A of MOIL c. 152 can lead to the imposition of criminal penalties of a Ent up to$1,500.00 and/or on�year impasomme as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to$250.00 a day against the violator.'Be advised that a copy of this statement maybe forwarded to the Office of Im'estigations of the DU for=rranre coverage verification 71:heT:�ce the pains and penafii ` ofP�73'that the information provided abov is true and correct. _ B,Date: J Phone F only. Do not write in this area, to be completed by city or town ofjzciaL n: PermhUcense#thority(circle one): Health 2.Building Deparfinent 3. Cify/Town Clerk 4.Electrical Inspector 5.Plumbing Inspectorson: Phone#: i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' C�J Check Compliance 1.1 SCOPE 110 mph Vol Wind speed(3-sec.gust)......................................................... ...................................................... S _-heo" Windre Cat ...................................................... .. 1.2 APPLICABILITY stories s 2.stories Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Roof Pitch (Fig 2) .......................................... s 12:12 MeanRoof Height .....................................I............ ...........(Fig 2)............................... _ .,......... ft s 33' Building Width.W .............(Fig 3)............................................... ft s 80' BuildingLength,L ..............................................................(Fig 3)........................................... ft s 80' Building Apped Ratio(LAM .............(Fig 4)..,............................................. s 3:1 Nominal Height of Tallest Opening ...............(Fig 4)............................................. s 61w 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)................................................................ 2.1 FOUNDATION Foundation Watts meetsng requirements of 780 CMR•5404.1 Concrete.............................................................................................................................:: ConcreteMasonry ................................................................................................................................. {. 2.2 ANCHORAGE TO FOUNDATION1'3 SM"Anchor Botts Imbedded or alb"Proprietary Mechanical Anchors as an sttemative in concrete OT4 In. -�� Spacing- P= ' 4) .. . sb'-12'WOngfrom Mof .......................... (Fig 5} ............................... "In.t 7' Bolt Embedment-concrete........................................(Fig 5).................................................� �A6 BoltEmbedment-masonry........................................ ... ..................................... �.t 15' _ Plate Washer............................................................... Fit 5) ... ..............................................t 3"x 3"x%* 3.1 FLOORS %1Ltek5 m Ito'�s► Floor framing member span$checked (per 780 CMR Chapter 55)....................-......... Maximum Floor Opening Dimension..................................(Fig 6).....................................:........... Full Haight Wall Studs at Floor Openings less than 2'from E)derior Wall(Fig 8)........................ .............. Ma)dmum Floor Joist Selxxft Supporting Loadbearing Wait or Shearwall...............(Fig 7)...................................................Lft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Wells or Shearwall...............(Fig 8).................................. ........,.......•� FloorBracing at Er,�►its...................................................(Fig g)....................................... ...................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................... Thickness (per 780 CMR in. Floor Sheathing 55) .................. Floor Shea"Fastening.................................................(Table 2)..Il_d nails at 6r in edge 11.%�In field 4.1 WALLS Well Height Loadbeoring wafts........................................................(Fig 10 and Table 5)........................... ft Sig � Non.Loadbearing walls.:..............................................(Fig 10 and Table 5)........................... ft s 20' Wall Stud Spacing ...................................(Fig 10 and Table 5)...................1�in.S 24'o.c. Wsf Story Off$ete .................................. ......................(Figs.788)..........................................._ft sd 4.2 EXTERIOR WALLS$ Wood Studs ✓ x� - ft in. Loadbearfngwaft........................................................(Table 5)..............................2 Won-Loadbearing wells................................................(Table 5)..............................2x _- ft ®in. Gable End Wag Bracing' FullHeight Endwaf Studs............................................(Fig 10). ................................................................ ......... . ft aWl3 WSP Attic Floor Length................................... ...(Fig 11).................... ......................... Gypsum Ceiling Length(if WSP not used)........ (Fig 11)............................................._ft t 0.9W �S and 2 x 4 Continuous Lateral Brow 418 ft.o.c. ..(Fig 11).............................. ............................... art x 3 ceiling4urring strips C 16'spacing mina with 2 x 4 blocking(0 4 ft.spacing in end Joist or truss be Double Top Plate Sphoe (Fig 13 and Table%............I........................ Splice Connection� (no.of 16d common nails).............(fable 6). ............................ _ ...................... ..A,. I A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 Clog 5301.2.1.1)' Loadbearing Wail Connections Lateral(no.of 16d common name)...............................(Tables 7)......................................................-�e- Non-Loadbearing Wall Connections hs� Lateral(no.of 16d common nails)...............................(Table 8).......................................... ............. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ✓� HeaderSpans ............................................I.......(Table 9)........I......................... i it, in.S 11' . Sill Plate Spans .............(Table 9)..................................jj ft in.S 11' Full Height Studs(no.of steeds}....................... ...........(Table 9)........................................I........I...... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance o Table 9) ✓ Header Spans...... ............................(Table 9).................................. ..kftp in.S 12' SillPlate Spans...........................................................I(Table 9).................................._ft_in.s 12 Full Height Studs no. of studs ........ .(Table 9} ..................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously w Minimum Building Dimension,W . Nominal Height of Tallest Openin gs ............................................................................. / SheathingType.............................................(note 4)....................................................., kn. r Edge Nail Spacing.........................................(Table 10 or note 4 if Isss)....................... • d n. FieldNam Sparing..................................................................................(Table 10).................................................L i Shear Connection(no.of 16d common nails)(Table 10 ••••••....... - Percent Full-Height Sheathing.................... (Table 10).................................................... 5%Additional Sheathing for Wall with Opening>98'(Design Concepts)..................... Maximum Building Dimension,L , Nominal Height of Tallest Open ................. 88. V 111 ,.................................................... SheathingType.............................................(note 4)..........................................,........... ^� Poll Edge Nall Spacing..... ..... ................... able 11 or note 4 if less)....................... . .......... Field Nail Spacing ...........(Table 11).................................................� no. of 16d common nails abis 11 Shear Connection( }(T )........................................................ Percent Full-Height Sheathing......................(Table 11)..................................................... 5%Additional Sheathing for Wall with Opening>81"(Design Concepts)..................••• Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,sea BBRS WeWe) Roof Overhang ..........(Figure 19 ft s smaller of 2'or Ll3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors t/ Uplift................................................(Table 12)......................................,.....U= pit Lateral...............I......................,......(Table 12)..................................... ........L= plf Shear..............................................(Table 12).............................................S= Pit Ridge Strap Connections,if collar ties not used per page 21... (Table 13)............................... PK Gable Rate Outlooker..........................................(Figure 20) ............ ft s smaller of 2'or Ll2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ....I.......................... .(Table 14).......................... .............. Us lb. ................ .... Lateral(no.of 16d common nods)..(Table 14).......................................L a lb, Roof Sheathing Type...................................................(per 780 CM.R Chapters 58 and 59)............ -I*e—, Roof Sheathing Thickness........................................... ..............................................—in.a 7116'WSP Roof Sheathing Fastening...........................................{Table 2)....................................I....................._ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements 780 CMR 5301.2;1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gape Stria per Figure 11 C. Uptift Swaps per Figure 14 d. AM Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heists of up to 8't.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate In exterior wells shall be a minimum 2 in.nominal thickness pressure treated 82-grade. r oF�rti7 - own o - arnstable Regulatory'Services r mass Thomas F.Geiler,Director i639- �Foa Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.to,wn.barnstabIe.ma.us Office: 508-862-4038 Fax: 508-790=6230 Property Owner Must Complete and Sign This Section If Using A Builder. I J _ ti j-- as Owner of the subject property hereby authorize d W t.Q 4xc.�' h ,,e AJ A.� / to act on ray behalf, in all matters relative to work authorized by this building permit application for. (AddreA of Job) --------------- Signa e=of-Owner-` Date Print Narne If Propertv Owner is applying for permit-please complete the HomeownersLicense Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION -1 C _• Ft�T Town of Barnstable ,P` o Regulatory Services RAM srkBm Thomas F.Geiler,Director 1.639. a,� Building Division { TEo � 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,;on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building 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. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner s Approval of Building Official' t Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section'(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her.responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomr/certification for use in your community. Q:forms:homeexempt i Workers Compensation and R, Employers Liability Insurance Policy I N S U R A N C E c o nn P A N Y 26255 American Drive Information Page Southfield, Michigan 48034-6112 Autcntber of Meadnu:hrooL��Insurance Croup Policy Number Renewal of Policy Period Agency W C0113246 W C0113246 01/26/2011 to 01/2612012T 0000750 Item Named Insured and Address Agent 1. Lawrence K. Kenney Renaissance 1`nsurance'Agericy; Inc-. Sullivan Road 981 Worcester Street West Yarmouth, MA 02673 Wellesley, MA 02482 FED ID Number: 105-28-7178 NCCI Carrier Code No.: 24562 Risk ID No.: 162432 Other workplaces not shown above:None Entity: Individual - 2. Policy Period: 01/26/2011 to 01/26/201212:01 am standard time at the insured's mailing address. 3A.. 'Workers Compensation insurance: Part One of the policy applies to the VVorkers Compensation law nd any occupational disease law of each of the states listed here: MA 3B. Employers Liability Insurance: Part Two of the policy applies to Employers Liability Insurance for ork in each state listed in Item 3A. The Limits of Liability are: Bodily Injury by Accident $100,000 Each Accident Bodily Injury by Disease $500,000 Policy Limit Bodily Injury by Disease $100,000 Each Employee 3C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: All states except ND, OH, WA,WV, WY and states designated in Item.,3A of the Information Page. 3D. This policy includes these-endorsements and schedules: See�attacl ed schedule. 4. The premium for this policy will be determined by our Manual of Rules, Classifications, Rates and Rating Plans. All Information below is subject to verification and change by audit. Adjustment of.premium shall be made at: Policy Expiration Classification of Operations: See attached schedule Minimum Premium: $500 Expense Constant: $338 Deposit Premium: $4,150 Total Estimated Annual Premium: $13,828 Countersigned 02/03/2011 By t -DATE Authorized agent This Information Page with the Workers Compensation and Employers Liability Insurance Policy and Endorsements, if any, issued to form a part thereof, completes the above number policy. Date of Issue:01/17/2011 Insured Copy RENBPI WC 00 00 01 (12/981) i IMPROVEMENT CONTRACTOR tration: 101413 Type: I i( � HOME IMPROVEMENT CONTRACTOR ation: 6/25/2012 Individual 1; Registration: 101413 Type: tll Individual _. Expiration: 6/25/2012 i. (ENNEY LAG1/4NCE K. KENNEY y ,Lawrence Kenney id 100 Sullivan Road A 02673 Undersecretary -- W.Yarmouth,MA 02673 Undersecretary ;cite - 1)rparttncnt tt1 Public Sal eti llassachusetis - I)Cparttttcttt of Pulrlit• Sal'CIN 3uildin;� Rc"Iulatititts and Standards Board Of 13tiddin- Regulations and standards ruction Supervisor License .Construction Supervisor License 5609 License: CS 5609 Ms Restricted to: 00 �s t e� KENNEY LAWRENCE K KENNEY RDx z 100 SULLIVAN RD r MA 02673 r ., W YARMOUTH, MA 02673 Expiration: 3/8/2012 d- '�'"�— Expiration: 3/8/2012 �. Tr»: 17827 ('r nnuissi"°`'' ,Trt/: 17827 itration valid for individul use only -ation date. If found return to: .mer Affairs and Business Regulation License or registration valid for individul use only Suite 5170 before the expiration date. If found return to: 116 Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 .� Boston,MA 02116 slid withon signature / ck y Not valid without signature 00 Restricted to: 00 Imes 00- Unrestricted 1G-1 2 Family Homes current edition of the e Building Code ion of this license. Failure to possess a current edition of the Massachusetts State Building Code Mess.Gov/DPS is cause for revocation of this license. Refer to: WWW.Mass.Gov/DPS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 d 6 Parcel Permit# Health Division Date Issued /dJ.ZM Conservation Division Fee A--Tax Collector t �.rTreasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street ddress l v P7 Village N ,( .91 Owner Address �J, `(,/ Telephone _ Permit equest i. To. / Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost d0® Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family azTwo Family ❑ Multi-Family(#units) Age of Existing Structure A,4,s istoric House: ❑Yes o . On Old King's Highway: ❑Yes Mlo Basement Type: ❑Full ❑Crawl alkout Cl Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) . Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name l i�/^ Telephone Number p / Addre Z�2 License# es c n 62 -G Home Improvement Contractor# G / 3 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THI PROJECT WILL BE TAKEN TO 147 v SIGNATURE DATE 1�-- 1 f c ` FOR OFFICIAL USE ONLY ' P&ZMIT NO. ` DATE ISSUED .. kx MAP/PARCEL NO. ` 5 ADDRESS " VILLAGE R OWNER DATE OF INSPECTIOi: FOUNDATION FRAME = �� INSULATION *' I' FIREPLACE `R ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH._ FINAL FINAL BUILDING, ,4 DATE CLOSED OUT ' } ASSOCIATION PLAN NO. t r i The Town of Barnstable M � "�� Department of Health Safety and Environmental Services '�Fn 39. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 ` Ralph Crossen Fax: 50&790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than,four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. ) L • ,z t7� 6gs C/! Xk, _Estimated Cos Type of Work. Address of Work: J/u A,� Owner's Name:h�gre/ 1 C�� /C— �3' Date of Application: I hereby certify that: Registration is not required for the foll ng reason(s): ❑Work cluded by law ❑J nder$1,000 wilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby appl r e it as a agent the ow el: Date Contractor Name Registration No. OR Date Owner's Name g1orms:Affidav The Commonwealth of Massachusetts Department of Industrial Accidents #menof/firesdooffoos _ — 600 Washington Street Boston,Mass 02111 workers' Compensation Insurance Affidavit r / name: location city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole Proprietor and have no one working in aao capacity an employer 'ding workers':comp n for.. ....employees working on this job.. ::.:::.:;:.;:.::;;:;;;.;;......:.::.::.:::;:; ....::<::<:< � .......... ... >: address;:... .-�::::.:•. �. .. :: N oiicv# insurance co:: ...;::.:, : ..;:. :...,.:.:..,..:.. ... . �.............. 0�00/0 ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have e following workers' compensation polices: th .................................................................................................,.::::..,.::::.:..,::::.::.... . com anvna ..................... ..... address.. :...... :::::......................... {a . .........,................. ........:.:::.:::•.,................................................................................ Ci tY' as:. ..::::::..:................................ insurance_co:�; ::<-><:;:::z;<:»:.;::.;>:.;:<.;:,f:.:;::.;:.;:.:.;:.;:.<:.;:.;::.;>;:.,.;:;:.:>:.:::;:;.;:.;;:>:.:•.;;•::,.:::,.;:.:;,:;:.;>.<;;::<::.;:::,;::,.;,:.:.:.:.: o�icv# ///%///%/% :xti:» address. :::```ne .................................................................................................... ..................................... :;:.;::::,:.:..,...:::.:..... ..... Failure to secure coverage as required mtder Section 25A of MGL 152 can lead to the imposition of crizainai penalties of a 8ne up to$1,500.00 and/or one years'imprisonment as well as civil penaities in the[orm of a STOP WORK ORDER and a tine of S1o0.00 a day against me. II understand that a copy of this statement may be forwarded to the Once of Investigations of the DIA for coverage veri8catlon I do hereby certify ander e p and o erj the information provided above is trap and m Date ; ' �� signature — Print name rc' - l l� r/'r Phone# oMcial use only do not write in this area to be completed by city or town offidai city or town• permitAicense# ❑Bnilding Depar went ❑Licensing Board Oeo ❑ ck if che immediate response is required ❑selectmen's Office Q$eaith Department contact person; phone#; Quo (raved 9/95 PIA) �� o� aar�iuGel�d �, BOARD OF BUILDING REGULATIONS I _ { License: CONSTRUCTION SUPERVISOR Number CS 057662 Birthdat�+ 06/01/1®59 I - j � t Tr.no: 10611 ; . � �ricted To: 1 G MICHAEL J VILLANI PO BOX 2144 t'�Ew�e-4 CENTEkVILLE; MA 02632 Administrator PROJECT CT l J4 i on 1,f o4 I&YA ADDRESS: Vli Y PERNIIT# (� o� DO 12 p PERMIT DATE: M/P: �0 ro D JD LARGE ROLLED PLANS ARE IN: BOX SLOT �►� Data entered in MAPS program on: Jv� BY: q/wpfiles/forms/archive PROJECT NAME: G V� ADDRESS: 4�-4 S �%C ocn In f S PERAHT# PERMIT DATE: M/P: 20(p i) ) LARGE ROLLED PLANS ARE IN: BOX �I b SLOT Data entered in MAPS program on:. a� 1 BY: 'q/wpfiles/forms/archive PROJECT ` NAME: ADDRESS: le p� Ss PERNIIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX yl SLOT��I Data entered in MAPS program on:. BY: q/wpfiles/forms/archive t ` T Bpise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR3 BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd. Job Name: 1_2039_Baxter Description: Level_2\DR3 Address: 69�S.tudl.e_y Road; Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 5 7 1 1 6 1 . ; 1: € 12-00-10 13-09-02 BO,3-1/2" B1,5-1/4" 62,3 1/2" LL 304 Ibs LL 1,600 Ibs LL 318 Ibs DL 356 Ibs DL 4,913 Ibs DL 393 Ibs SL 183 Ibs SL 3,465 Ibs SL 207 Ibs II Total_Horizontal Product Length=25-09-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 4 Unf.Area (psf) L 00-00-00 25-09-12 20 10 01-09-00 5 Conc. Pt. (Ibs) L 08-06-02 08-06-02 54 62 n/a 6 Unf..Lin. (plf) L 08-06-02 15-05-10 120 70 n/a 7 Conc. Pt. (Ibs) L 15-05-10 15-05-10 74 90 n/a 50 Transferred Load Conc. Pt. (Ibs) L 08-06-02 08-06-02 522 1,852 1,740 n/a 51 Transferred Load Conc. Pt. (Ibs) L 15-05-10 15-05-10 637 2,038 1,963 n/a Controls.Summary_ Value %Allowable Duration Case Span Disclosure Pos. Moment 5,728 ft-Ibs 17.2% 115% 15 2- Internal Completeness and accuracy of input must Neg. Moment -11,769 ft-Ibs 35.2% 115% 2 1 - Right be verified by anyone who would rely on End Shear -821'Ibs 7.7% 115% 15 2-Right output as evidence of suitability for" Cont. Shear 5,008 Ibs 46.8% 115% 2 2-Left particular application.Output here based on building code-accepted design Total Load Defl. U1,812 (0.09') 13.2% 15 2 properties and analysis methods. Live Load Defl. U31-021 (0.054") 11.9% 15 2 Installation of BOISE engineered wood Total Neg. Defl. U-36,551 (-0.004") 0.7% 16 1 products must be in accordance with Max Defl. 0.091, 7.2% 15 2 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 11.6 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMERS,AJS TM, BO Post 3-1/2"x 3-1/2 p 843 Ibs n/a 9.2% Unspecified ALLJOISTO,BC RIMBOARD TM BCIO, 61 Post 5-1/4"x 3-1/2" 9,978 Ibs n/a 72.4% Unspecified BOISE GLULAM SIMPLE FRAMING SYSTEMO,VERSA-LAMO,VERSA-RIM B2 Post 3-1/2"x 3`1/2 917 Ibs n/a 10.0% Unspecified PLUS@,VERSA-RIMS, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1.25") Maximum load deflection criteria. Lfi ° 7 Q 5 Page 1 of 2_ T 1391se Cascv4e Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR2 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 0/12 slope' Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR2 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 12-09-08 AAL BO B1 LL 522 Ibs LL 535 Ibs DL 1,852 Ibs DL 1,8591bs SL 1,740 Ibs SL 1,740lbs Total of Horizontal Design Spans= 12-09-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load,Type Ref. Start End 100% 90% 116% 133% 125% 1 Unf. Lin.,(plf) L 00-00-00 12-09-08 235 272 n/a 50 Transferred Load Conc. Pt. (Ibs) L 00-06-08 00-06-08 90 45 n/a 51 Transferred Load Conc. Pt. (Ibs) L 01-10-08 01-10-08 111 56 n/a 52 Transferred,Load Conc. Pt. (Ibs) L 03-02-08 03-02-08 111 55 n/a 53 Transferred Load Conc. Pt. (Ibs) L 04-06-08 04-06-08 111 156 n/a 54 Transferred Load Conc. Pt. (Ibs) L 05-10-08 05-10-08 111 56 n/a 55 Transferred'Load, Conc. Pt. (Ibs) L 07-02-08 07-02-08 111 56 n/a 56 Transferred Load ' Conc. Pt. (Ibs) L 08-0&08 08-06-08 111 . 56 'n/a '57 Transferred Load,,.'.: Conc. Pt. (Ibs) L 09-10-08 09-10-08 111 55 'n/a 58 Transferred Load Conc: Pt. (Ibs) L 11-02-08 11-02-08 111 56 n/a 59 Transferred Load Conc. Pt. (Ibs) L 12-06-08 12-06-08 78 39 n/a Controls Summary value: %Allowable Duration Case Span DISCIOSUI@ Pos. Moment 13,184 ft-Ibs 39.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,394 Ibs 31.7% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U633 (0.243") 37.9% 2 1 output as evidence of suitability for Live Load Defl. L/1,150 (0,1'33") 31:3% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.243" 24.3% 2 1 properties and analysis methods. Span/Depth 11.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (L/360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMERO,AJSTM, Minimum bearing length for BO is 1-9/16". ALLJOISTO,BC RIM BOARDTM,BCI®, Minimum bearing length for B1 is 1-9/16". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM@,VERSA-LAMO,VERSA-RIM 1/2 intermediate bearing - PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Cascade Wood `Y f Products L.L.C. Page 1 of 2 I ®Boise Cascade Single 14" BCI® 90s-2.0 SP Joisftevel_2\J01 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 16 OCS 1 Repetitive 1 Glued&nailed construction File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\J01 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood'Products Company: Warren Trask Code reports: ESR-1336 Misc: zl n e . Ak 11-08-10 A 09-02-06 BO, 1-3/4" B1,3-1/2 B2 LL 263 lb's LL 640 Ibs LL 164 Ibs DL 291 Ibs DL 545 Ibs DL 0 Ibs SL 249 Ibs SL 301 Ibs UP 132 Ibs Total of Horizontal Design Spans=20-11-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag,Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 04-08-02 20 10 16 2` Unf. Area(psf) L 04-08-02 20-11-00 30 12 16 3 Conc. Pt. (Ibs) L 04-08-02 04-08-02 213 424 491 n/a 5 Conc. Pt. (Ibs) L 09-00-06 09-00-06 0 80 n/a Controls Summary value. %Allowable Duration Case Span _ Disclosure Pos. Moment 3,309 ft-Ibs 25.3% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -2,078 ft-Ibs 15.9% 115% 2 1 - Right be verified by anyone who would rely on End Reaction 803 Ibs 48'2% 115% 13 1 - Left output as evidence of suitability for 0 o particular application.Output here based Int. Reaction 1,486 Ibs 38.0/0 115/0 2 2- Left on building code-accepted design End Shear 800 Ibs 29:6% 115% 13 1 - Left properties and analysis methods. Cont. Shear 994 Ibs 36.8% 115% 17 1 - Right Installation of BOISE engineered wood Uplift 132 Ibs n/a 13 2- Right products must be in accordance with Total Load Defl. U1,567 (0.09") 15.3% 13 1 current Installation Guide and applicable building codes.To obtain Installation Guide Live Load Defl. L/2,467 (0.057") : _ 19.5% 13 1 or ask questions,please call Total Neg. Defl. U-4,748 (-0.023"). 5.1% 13 2 (800)232-0788 before installation. Max Defl. 0.091, 9.0% 13 1 BC CALC®,BC FRAMER@;AJSTM' Span/Depth .10.0 n/a 1 ALLJOIST@,BC RIM BOARD TM,BCI®, BOISE GLULAMT"';SIMPLE FRAMING Cautions SYSTEM@,VERSA-LAM@,VERSA-RIM Uplift of 132 Ibs found at span 2- Right. PLUS@,VERSA-RIM®, VERSA-STRAND@,VERSA-STUD@ are Web stiffeners are always required under concentrated loads that exceed 1,000 Ibs. Install trademarks of Boise Cascade Wood the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate Products L.L.C. bearings. 'Notes Design meets Code minimum (U240)-Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR9 BC CALL®3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR9 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • T• • particular application.Output here based I} on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C= 10" (800)232-0788 before installation. b minimum = 3" d =24" BC CALCO,BC FRAMER®,AJSf-: Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOIST®,BC RIM BOARD-,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAM'TM SIMPLE FRAMING Member has no side-loads. - SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®,VERSA-STRAND@,VERSA-STUD®are Connectors are: 16d Sinker Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 - IL . . T 1391se Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR5 BC CALL®3.0 Design Report- US Service class 111 span I No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR5 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram _ Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a • • • output as evidence of suitability for o o particular application.Output here based c on building code-accepted design 1 properties and analysis methods. • 1- • Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C= 9" (800)232-0788 before installation. b minimum = 3" d =24" e minimum = 3" BC CALCO,BC FRAME'RO,AJSTM, ALLJOISTO,BC RIM BOARD-,BCI®, Connection design assumes point load is 'top-loaded' For connection design of'side-loaded' BOISE GLULAMTM SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM0, Nailing schedule applies to both sides of the member. VERSA-STRAND®,VERSA-STUDS are Member has no side loads. trademarks of Boise Cascade Wood Concentrated loads are not considered in side load analysis. Products L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 TBoiseCascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor l3eam\Level_2\DR4 BC CALL®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level 2\DR4 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: a 6 5 � 3I I 12-00-10 13-09-02 BO,4-3/8" B1,5-1/4" B2 LL 336 Ibs LL 1,698 Ibs LL 343 Ibs DL 554 lbs DL 6,020 Ibs DL 693 Ibs SL 369 Ibs SL 4,659 Ibs SL 463 Ibs Total Horizontal Product Length=25-09-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% -115%, 133% 125% 1 Unf. Area (psf) L 04-08-02 21-01-10 30 15 00-08-00 2 Unf.Area(psf) L 00-00-00 04-08-02 20 10 01-04-00 3 Unf.Area (psf) L 04-08-02 21-01-10 20 10 00-08-00 4 Conc. Pt. (Ibs) L 04-08-02 04-08-02 109 217 251 n/a 5 Unf. Lin. (plf) . L 04-08-02 21-01-10 120 70 n/a 6 Conc. Pt. (Ibs) L 07-08-14 07-08-14 0 45 n/a 7 Conc: Pt. (Ibs) L 08-06-02 08-06-02 54 62 n/a 8 Conc. Pt.(Ibs) L 12-08-06 12-08-06 0 41 n/a 9 Conc. Pt. (Ibs) L 15-05-10 15-05-10 59 70 n/a 10 Conc. Pt. (Ibs) L 21-01-10 21-01-10 109 217 251 n/a 11 Unf.Area(psf) L 21-01-10 25-09-12 20 10 01-04-00 50 Transferred'Load Conc. Pt. (Ibs) L 08-06-02 08-06-02 535 1,859 1,740 n/a 51 Transferred Load Conc. Pt. (Ibs) L 15-05-10 15-05-10 653 2,046 1,964 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,162 ft-lbs 21.4% 115% 15 2- Internal Completeness and accuracy of input must Neg. Moment -15;355 ft-Ibs 46.0% 115% 2 1 - Right be verified by anyone who would rely on 'End Shear -1;429 Ibs 13.3% 115% 15 2- Right output as evidence of suitability for Cont. Shear 6,152 Ibs 57.5% 115% 2 2- Left particular application.Output here based on building code-accepted design Total Load Defl. U1,215 (0.135"). 19.7% 15 2 properties and analysis methods. Live Load Defl. U2,178 (0.075") 16.5% 15 2 Installation of BOISE engineered wood Total Neg. Defl. U-28,967'(-0.005") 0.8% 16 1 products must be in accordance with ° current Installation Guide and applicable Max Defl. 0.135 10.8/0 15 2 building codes.To obtain Installation Guide Span/Depth 11.7 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJST"" Bearing Supports Dim (L x W) Value_ Support. Member Material BC CA ST@,BC RIM ERGBOA ,A"" , , BO Post 4.3/8'x 3-1/2" 1,260 Ibs n/a 11.0% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B1 Post 5-1/4"x 3-1%2" 12,377 Ibs n/a 89.8% Unspecified SYSTEM@,VERSA-LAM®,VERSA-RIM B2 Hanger Load2"xP 3-1/2" 1,498 Ibs n/a 28.5% Hanger PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Cascade Wood p. ; Products L.L.C. Design meets Cod&rninimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1.25") Maximum load deflection criteria. Header for the hanger at 82 is a Single 1-3/4"x 14"VERSA-LAM®2.0 3100 SP. Page 1 of 2 I T BpiseCascade Quadruple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor l3eam\Level_2\DR6 BC CALCO 3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR6 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►1 b —d= Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c . properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 10" (800)232-0788 before installation. b minimum=2-1/2"d= 24" BC CALCO,BC FRAMERS,AJST^^, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' _ ALLJOISTO,BC RIM BOARD-,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTTM SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM@, each side. VERSA-STRANDO,VERSA-STUDO are Bolts are assumed to be Grade A307 or Grade 2 or higher. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. Staggered Through Bolt d Page 2 of 2 T BQise Cascade Single 14" BCI® 90s-2.0 SID Joist\Level_2TR10 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 16 OCS I Repetitive I Glued & nailed construction File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR10 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1336. Misc: ;. 11-08-10 14-01-02 BO,4-3/8" B1,3-1/2" LL 252 Ibs LL 759 Ibs LL 265 Ibs DL 215 Ibs DL 674 Ibs DL 239 Ibs SL 165 Ibs SL 371 Ibs SL 206 Ibs Total Horizontal Product Length=25-09-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% 1 Standard Load Unf. Area (psf) . L 00-00-00 04-08-02 20 10 16 2 Unf.Area(psf) L 21.01-10 25-09-12 20 10 12 3 Conc. Pt. (Ibs) L 04-08-02 04-08-02 160 318 368 n/a 5 Conc. Pt. (Ibs) L 07-08-14 07-08-14 0 60 n/a 6 Conc. Pt. (Ibs) _ L 12-08-06 12-08-06 0 60 n/a 7 Conc. Pt. (Ibs) L 21-01-10 21-01-10 160 318 368 n/a 8 r Unf. Area (psf) L 04-08-02 21-01-10 30 12 16 Contedls Summary Value, %Allowable Duration Case Span DISCIOSUre Pos. Moment 2,785 ft-Ibs 21.3% 115% 15 2- Internal Completeness and accuracy of input musIt. Neg. Moment -2,760 ft-Ibs 21.1% 115% 2 1 -Right be verified by anyone who would rely on 0 0 outputsuitability as evidence of suitabili for End Reaction 704 Ibs 31.4% 115% 15 2-Right particular application.Output here based Int. Reaction 1,804 Ibs 46.1 /0 115% 2 2- Left on building code-accepted design End Shear -699 Ibs 25.8% 115% 15 2-Right properties and analysis methods. Cont. Shear 903 Ibs 33.4% 115% 17 1 -Right Installation of BOISE engineered wood Total Load Defl. U1,950(0.085") 12.3% 15 2 products must be in accordance with Live Load Defl. U2,833 (0.058 o ) 16.9/0 15 2 current Installation Guide and applicable. building codes.To obtain Installation Guide Total Neg. Defl. U-24,930 (-0:006") 1.0% 16 1 or ask questions,please call Max Defl. 0.085" 6.8% 15 2 (800)232-0788 before installation. Span/Depth 11.8 n/a 2 . BC CALCO,BC FRAMER@,AJS-, o a /o ALLJOISTO,BC RIM BOARD-,BCI@, /o Allow Allow TM SU BOISE GLULAM SIMPLE FRAMING Bearing pports Dim'.(L x W) Value Support Member Material_ SYSTEM@,VERSA-LAM@,VERSA-RIM BO Wall/Plate 4=3/8"x 3=1/2" 631 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, B1 Beam 3-112"x 3-1/2" 1,804 Ibs 19.6% n/a Versa-Lam 1.7 VERSA-STRAND@,VERSA-STUD@are B2 Wall/Plate 4-3/8"x 3-1/2" 704 Ibs n/a n/a Unspecified trademarks of Boise Cascade Wood p Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified•(LU480) Live load deflection criteria. Design meets arbitrary(1.26) Maximum load deflection criteria. Composite El.value based on.23/32"thick sheathing glued and nailed to joist. Page 1 of 1 T B9.1se Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR1 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Friday, February 10, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR1 Address: 69 Studley Road` Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: ' I I I I I 1 1 l i l 1 IML -. 12-09-08 BO B1 LL 637 Ibs LL 653 Ibs DL 2,038 Ibs DL 2,046 Ibs SL 1,963 Ibs SL 1,964 Ibs Total of Horizontal Design.Spans= 12-09-08 Live Dead Snow Wind Roof Live Trib. Load Summary i Tag Description _` Load Type Type Ref. Start End 1000/6 90% 115% 133% 12561. 1 Unf. Lin. (plf) L 00-00-00 12-09-08 255 307 n/a 50 Transferred Load Conc. Pt. (Ibs) L 00-06-08 00-06-08 110 55 n/a 51 Transferred Load t' Conc. Pt. (Ibs) L 01-10-08 01-10-08 136 68 n/a 52 Transferred Load Conc. Pt. (Ibs) L 03-02-08 03-02-08 135 68 n/a 53 Transferred Load Conc. Pt: (Ibs) L 04-06-08 04-06-08 136 68 n/a 54 Transferred'Load Conc: Pt. (Ibs) L 05-10-08 05=10-08 136 '68 n/a 55 Transferred Load Conc. Pt. (Ibs) L 07-02-08 07-02-08 136 68 n/a 56 Transferred Load Conc. Pt. (Ibs) L 08-06-08 08-06-08 136 68 -n/a . 57 Transferred Load ;. Conc.Pt. (Ibs) L 09-10-08 09-10-08 135 68 n/a 58 Transferred Load Conc.Pt. (Ibs) L 11-02-08 11-02-08 136 68 v n/a 59 Transferred Load Conc. Pt. (Ibs) L 12-06-08 12-06-08 95 48 n/a • r `Controls_Summary value %Allowable Duration Case Span Disclosure Pos. Moment 14,866 ft-Ibs 44.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,833 Ibs 35.8% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U561 (0.274") 42.8% 2 1 output as evidence of suitability for o particular application.Output here based Live Load Defl. _L/tobo (0 16T')` 36.0% 2 1 on building code-accepted design Max Defl. 0.274 - 27.49/o 2 1 properties and analysis methods. Span/Depth 11.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. BC cALCO,BC FRAMER@,AJS-, Minimum bearing length for BO is.1-3/4 ALLJOISTO,BC RIM BOARDTM,BCI@, Minimum bearing length.:for B1 is'1-3/4". - BOISE GLULAMTm,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + SYSTEM@,VERSA-LAM@,VERSA-RIM- 1/2 intermediate bearing PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are ` trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 r ®Boise Cascade Single 9-1/2" BCI® 6000s-1.8 SO JoistlLevel_10R10 BC CALCO 3.0 Design Report- US Service class 113 spans I Left cantilever 1 0/12 slope Wednesday, January 11, 2012 Build 517 12 OCS Repetitive Glued & nailed construction File Name: 12039-60 Studley Rd Job Name: 12039-Baxter Description: Level_1\DR10 Address: 69 Studley Road Specifier: City, State,Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1336 Misc: - x 02-01-06 10-09-06 12-10-14 ILI B1,5-1/4" B2,5-1/4" B3,4-3/8" LL 899 Ibs LL 587 Ibs LL 250 Ibs DL.697 Ibs - DL 43 Ibs DL 103 Ibs SL 562 Ibs UP 77 Ibs SL 17 Ibs Total Horizontal Product Length=25-09-12 Live Dead Snow Wind Roof Live OCS Load Summary. Tag Description. Load Type Ref. Start End 100% . 90% 115% 133% 125% 1 Unf. Area(psf) L 00-00-00 25-09-12 40 15 12 2 `Cone.Pt. (Ibs) L 00-01-10 00-01=10 500 656 458 n/a Controls Summary_ Value %Allowable Duration Case Span Disclosure Pos. Moment 1,028.ft-Ibs 32.5% 100% 14 3- Internal Completeness and accuracy of input must Neg. Moment -3,333 fMbs 91.6% 115% 13 2- Left be verified by anyone who would rely on End Reaction 353 Ibs 26.7% 100% 14 3_Right output as evidence of suitability for o o particular application.Output here based Int. Reaction 2,357 Ibs: 75.9/0 115/0 17 2-Left on building code-accepted design End Shear, _=333 Ibs : -21.1% 100% 14 3-Right properties and analysis methods. ; Cont. Shear 14717•Ibs, 94.8% 115% 13 1 -Right Installation of BOISE engineered wood Uplift t Ibs n/a 3 2- Right products must be in accordance with Total.Load Defl. 2xL/180(0 283') ;99,8% 13 1 Cantilever current Installation Guide and applicable building codes.To obtain Installation Guide ,Live Load Defl. 2xU285(0.179'') 84.3% 13 1 -Cantilever or ask questions,please call Total Neg. Defl. U-584 (-0.221") 41.1% 13 2 (800)232-0788 before installation. Max Defl. - 0.283" 28.3% 13 1 -Cantilever bC CALCO,BC FRAMERO,AJSTM Span/Depth 15.9 n/a 3 ALLJOIST@,BC RIM BOARbTM,BCIO, BOISE GLULAMTM,SIMPLE FRAMING.. %Allow oo Allow SYSTEM@,VERSA-LAM@,VERSA-RIM Bearing,Supports .-Qim'(L x'W) Value_ Support Member Material PLUS@,VERSA-RIM@, B1 Beam 5-1/4"x 2-5/16" 2,357 Ibs 25.9% n/a Versa-Lam 2.0 VERSA-STRANDO,VERSA-STUD@ are B2 Beam 5-1%4"x 2-5/16" 631 Ibs 6.9% n/a Versa-Lam 2.0 trademarks of Boise Cascade Wood Products L.L.C. B3 Wall/Plate 4-3/8"x,2-5/16 370 Ibs n/a n/a Unspecified; Cautions Uplift of 77-Ibs found at span.2-Right. Design assumes Top and Bottom flanges to be restrained at cantilever. Web stiffeners are always required*under concentrated loads that exceed 1,000 lbs. Install the web stiffeners snug to the top of the flange: Follow the nailing schedule for intermediate bearings. Notes Design meets Code minimum.(2xU180)Total load deflection criteria. .Design meets Code minimum (2xU240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Single 14" BCI® 90s-2.0 SP Joist\Level_2\DR7 BC CALCO 3.0 Design Report- US Service class 1�1 span I No cantilevers 1 0/12 slope Wednesday, January 11, 2012 Build 517 12 OCS Repetitive Glued &nailed construction File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR7 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1336 Misc: 7 77 t 8 k 25-09-12 BO,4-3/8" B1,4-3/8" LL 500 Ibs LL 500 Ibs DL 536 Ibs DL 510 Ibs SL 368 Ibs SL 368 Ibs Total Horizontal Product Length=25-09-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Urif. Area (psf) L 00-00-00 04-08-02 20 10 12 2 Unf. Area (psf) L 21-01-10 25-09-12 20 10 12 3 Cond. Pt. (Ibs) L 04-08-02 04-08-02 160 318 368 n/a 5 ..Conc. Pt.�(Ibs) L 07-08-14 07-08-14 0 6'0 n/a 6 Conc..Pt. (Ibs) . L 12-0&06 12-08-06 0 60 n/a 7 Cohc. Pt. (Ibs) L 21-01-10 21-01-10 160 318 368 n/a 8 _Unf:Area (psf) L 04-08-02 21-01=10 30 12 - 12 Controls Summar)f. Value •%.Allowable Duration . Case Span Disclosure Pos. Moment 7,536 ft-Ibs 57.5% 115% 2 1 - Internal Completeness and accuracy of input must End Reaction 1,404 Ibs 62.6% 115% 2 1 = Left be verified by anyone who would rely on End Shear 1,393 Ibs -51.5%0 115% 2 1 - Left output as evidence of suitability for Total Load Defl. V320 (0.945'`) 74.9% 2 1 particular application.Output here based on building code-accepted design Live Load Defl. L/520(0.582") 92.3% 2 1 properties and analysis methods. Max Defl. 0.945" 75.6% 2 1 Installation of BOISE engineered Wood Span/Depth 21.6 n/a 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports bim (L:z W) Value Support. Member Material (800)232-0788 before installation. BO Wall/Plate 4-3/8"x 3-1/2" 1,404 Ibs n/a n/a Unspecified B1 Wall/Plate 4-3/8"x 2kid' 1,378 Ibs n/a n/a Unspecified BC CALC@,BC FRAMER®,AJST"' ALLJOISTO,BC RIM BOARDT"",BCI@, BOISE GLULAMT"' SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets User specified (U480) Live load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are Design meets arbitrary(1.25") Maximum load deflection criteria. trademarks of Boise Cascade wood Products L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. t F . Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR5 BC CALCO 3.0 Design Report= US Service class 1(1 span No cantilevers 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR5 Address: 69 Studley Road Specifier: . City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: I I 1 1 I I I - ?, _7, 08-00-00 BO B1 ILL 2,243 Ibs LL 2,186 Ibs DL 2,352 Ibs DL 2,339 Ibs SL 1,786 Ibs SL 1,774 Ibs Total of Horizontal Design Spans=08-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 1060 90% 115% 133% 1250% 1 Unf. Lin. (plf) L 00-00-00 08-00-00 160 318 368 n/a 50 Transferred toad Conc. Pt. (lbs) L 00-06-08 00-06-08 448 274 88 n/a 51 Transferred Load Conc. Pt. (Ibs) L 01-10-08 01-10-08 551 335 108 n/a 52 Transferred Load Conc. Pt. (Ibs) L 03-02-08 03-02-08 550 346 108 n/a 53 Transferred Load Conc. Pt. (Ibs) L 04=06-08 04-06-08 551 352 108 n/a 54 Transferred Load Conc: Pt. (lbs) L 05-10-08 05-10-08 551 352 108 n/a 55 Transferred Load Conc. Pt. (Ibs) . L 07-02-08 07-02=08 499 322 98 n/a Controls Summary, .value %A•lloWable Duration Case _Span DiSCIOSUre Pos. Moment 12,862 ft-Ibs 25.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -4,890 Ibs 30.56/o 115% 2 1 - Right be verified by anyone who would rely on 0 output as evidence of suitability for Total Load Defl. : ' L/1,554'(0:062 ) 15.4/0 2 1 Live Load Defl. L/2,465 (0.039") 14.6% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.062" 6.2% 2 1 properties and analysis methods. Span/Depth 6.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (L/360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, Minimum bearing length for BO is 1-5/8". ALLJOIST@,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-5/8". BOISE GLULAMTM,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM@,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 ®Boise Cascade Triple 1=3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR5 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR5 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a • • • output as evidence of suitability for o o particular application.Output here based c on building code-accepted design properties and analysis methods. • tt .- Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 9 (800)232-0788 before installation. b minimum = 3" d =24" e minimum=3" BC CALCO,BC FRAMER@,AJSTM ALLJOISTO,BC RIM BOARD-,BCIO, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLULAMT"' SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Nailing schedule applies to both sides of the member. VERSA-STRAND@,VERSA-STUDO are Member has no side loads. trademarks of Boise Cascade Wood Concentrated loads are not considered in side load analysis. Products L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 Boise Cascade Quadruple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR3 BC CALCO 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR3 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: s � f $ 25-09-12 BO,4-3/8" B1,4-3/8" LL 1,058 lbs LL 1,005 lbs DL 3,208 lbs DL_2,912 lbs SL 2,033 lbs SL•1,822 lbs y Total Horizontal Product Length`25-09-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref.- Start End 100% 90% 115% 133% 1250% 4 Unf.Area (psf) .3 L 00-00-00 25-09-12 20 10 01-09-00 5 Conc. Pt. (lbs) L 08-06-02 08-06-02 54 62 n/a 6 Unf. Lin. (plf)' L 08-06-02 15-05-10 120 70 n/a 7 Cone. Pt. (Ibs) L 15-05-10 15-05-10 74 90 n/a 50 Transferred Load Conc..Pt..(lbs) L 08-06-02 08-06-02 522 1,852 1,740 n/a 51 Transferred Load Conc. Pt. (lbs) L 15-05-10 15-05-10 637 2,038 1,963 n/a Controls,Summary Value .,. %Allowable Duration Case Span DISCIOSUre Pos. Moment 53,144 ft=Ibs 61.8% 115% 2 1 - Internal Completeness and accuracy of input rrius't End Shear 6,156 Ibs 25.2% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. L/246 (1.231") 97.6% 2 1 output as evidence of suitability for Live Load Defl. L/498 (0.608") 72.3% , 2 1 particular application.Output here based on building code-accepted design Max Defl. 1.231" ' 98.4% 2 1 properties and analysis methods. Span/Depth 18.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x Wj` Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 4-3/8"x 5-1/2" 6,298 lbs n/a 34.9% Unspecified (800)232-0788 before installation. B1 Post 4-3/8"x 5-1/2" 5,739 lbs n/a 31.8% Unspecified BC CALCO,BC FRAMERO;AJSTm, ALLJOISTO,BC RIM BOARDTM,BCI@, Cautions BOISE GLULAMT"^ SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEMO,VERSA-LAMO,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(U240)Total load "deflection criteria. Design meets Code minimum`(U360) Live1oad deflection criteria. Design meets arbitrary(1.25") Maximum load deflection criteria: Page 1 of 2 BoiseCascade Quadruple 1-3%4" x 16" VERSA-LAM® 2.0 3100 SP Floor l3eam\Level_2\DR3 BC CALCO 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR3 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with •� • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 2" c= 12" (800)232-0788 before installation. b minimum =2-1/2"d=24" BC CALCO,BC FRAMER®,AJST"" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARD-,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT^^ SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from.' SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, each side. VERSA-STRAND@,VERSA-STUDS are Bolts are assumed to be Grade A307 or Grade 2 or higher. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. Staggered Through Bolt Page 2 of 2 r ®Boise Cascade Double 1-3/4" z 14"VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR1 BC CALCO 3.0 Design-Report- US Service class 111 span I No cantilevers 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12089-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR1 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: .. . F.. e _ � 4, .. 12-09-08 BO B1 LL 637 Ibs LL 653 Ibs DL 2,038 Ibs DL 2,046 Ibs SL 1,563 Ibs SL 1,564 Ibs Total of Horizontal Design Spans= 12-09-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type . Ref. Start End 100% 90% 115% _ 133% 125% 1 Unf. Lin. (plf) L 00-00-00 12-09-08 255 307 n/a 50 Transferred Load Conc. Pt. (Ibs)' L 00-06-,08 00-0&08 110 55 n/a 51 Transferred Load Conc. Pt. (Ibs) L 01-10-08 01-10-08 136 68 n/a 52 Transferred Load Conc: Pt. (Ibs) L 03-02-08 03-02-08 135 68 n/a 53 Transferred Load Conc. Pt.,(Ibs) L 04-06-08 04-06-08 136 68 n/a 54 Transferred Load Conc. Pt. (Ibs) L 05-10-08 05-10-08 136 68 n/a 55 Transferred Load Conc: Pt.(Ibs) L 07-02-08 07-02-08 136 68 n/a 56 Transferred Load Conc. Pt. (Ibs) L 08-06-08 08-06-08 136 68 n/a 57 Transferred Load Conc. Pt. (Ibs) L 09-10-08 09-10-08 135 68 n/a 58 Transferred Load - `Conc.Pt.,.(Ibs) L 11-02-08 11-02-08 136 68 n/a 59 Transferred Load Conc. Pt. (Ibs) L 12-06-08 12-06-08 95 48 n/a Controls Summary. Value "/oAllowable Duration Case Span Disclosure Pos. Moment 14,866 ft-Ibs 44.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,833 Ibs 35.8% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U561 (0.274") 42.8% 2 1 output as evidence of suitability for Live Load Deft U1,000 (0.153") 36.0% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0:274" 27.46/. 2 1 properties and analysis methods.. Span/Depth 11.0; n/a 1 , Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJST1A, Minimum bearing length for BO is 1=3/4". ALLJOISTO;BC RIM BOARD TM,BCI@, Minimum bearing length for B1 is 1-3/4". BOISE GLULAMM,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear.Span+ 1/2 min. end bearing+ SYSTEMS,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIME), VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 r ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_2\DR1 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_2\DR1 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • T• • particular application.Output here based tt on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood .� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum'=2" C= 1011 (800)232-0788 before installation. I b minimum= 3" d =24 I BC CALCO,BC FRAMER@_,AJ81- Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARD-,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEMO,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIMS, Concentrated loads are not considered-in side load analysis. VERSA-STRANDO,VERSA-STUD@ are Connectors are: 16d Sinker Nails trademarks of Boise Cascade wood Products L.L.C. a Page 2 of.2 ®Boise`Casc,pde Quad eupie 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor 13eam\Level_1\DR13 BC CALCO 3.0 Design Report- US Service class 112 spans I Left cantilever 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Batter Description: Level_1\DR13 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: n r _ 02-02-14 10-08-00 B1,5-1%2" B2,4-3/8" LL 1,644 Ibs LL 67 Ibs DL 5,307 Ibs DL 0 Ibs SL 3,622 lbs UP 1,610 Ibs Total Horizontal Product Length= 12-10 14 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref., Start End 100% 90% 115% 133% 125% 1 Unf. Area (psf) L 00-00-00 12-10-14 40 12 00-03-11 2 Cond..Pt. (Ibs) L 00-00.10 00-00-10 1,130 4,044 2,854 n/a 3 Conc. Pt: (Ibs) L 00-01-10 00-01-10 151 199 139 n/a Controls Summary_ Value %Allowable. Duration Case Span Disclosure Pos. Moment 0 ftdbs n/a 115% 3 1 - Left Completeness and accuracy of input must Neg. Moment -18,657 ft-Ibs 58.2% 115% 13 1 = Right be verified by anyone who would rely on End Shear 1,703 Ibs 10% 115% 13 2-Right output as evidence of suitability for Cont. Shear 8;559 Ibs 58.9%• 115% 13 1 - Right particular application.Output here based 9 on.building code-accepted design Uplift 1;677 Ibs, n/a 13 2- Right properties and analysis methods. Total Load Defl. 2xL1183 (0.294") 98.4% 13 1 -Cantilever Installation of BOISE engineered wood Live Load Defl. 2xL1360 (0.149") 66.6% 13 1 -Cantilever products must be in accordance with Total Neg. Defl. U=574 (-0:217") 41.8% 13 2 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.294" 20.4% 13 1 -Cantilever or ask questions,please call Span/Depth 13A n/a. 2 (800)232-0788 before installation. /a 0 Allow o/o Allow BC CALCO,BC FRAMER6,AJS-, ALLJOISTS,BC RIM BOARDII* BCIO, .Bearing_Supports `Dim.(Lk,VVj Value: Support Member -Material BOISE GLULAMTM SIMPLE FRAMING B1 Wall/Plate 5=1/2 x 7"n 10,573 Ibs n/a 36.6% Unspecified SYSTEMS,VERSA-LAMO,VERSA-RIM B2 Wall/Plate 4-34'x 7"- -708 Ibs n/a -3.1% Unspecified PLUS@,VERSA-RIMS, VERSA-STRAND@,VERSA-STUD@ are Cautions. trademarks of Boise Cascade Wood Products L.L.C. Uplift of 1,677 Ibs found at span 2- Right Notes Design meets Code minimum (2xU180)Total load deflection criteria. Design meets Code minimum (2xU240) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 2 . Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP Floor Beam\Level 1\DR13 BC CALCO 3.0 Design Report: US Service class 112 spans I Left cantilever 1 0/12 slope Wednesday, January 11, 2012 Build 517 File Name: 12039-69 Studley Rd Job Name: 12039-Baxter Description: Level_1\DR13 Address: 69 Studley Road Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Shepley Wood-Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for 0 0 particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 5-1&' (800)232-0788 before installation. b minimum =2-1/2"d 24" BC CALCO,BC FRAMERO,AJSI"- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDM,BCO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from SYSTEMO,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, each side. VERSA-STRANDO,VERSA-STUD®are Bolts are assumed to be Gr8de'A307 or Grade 2 or higher. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. 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Gona/-rua}ion Pl-1/21/1 I I capecodoksadesign.com•www.Ksadesigncom I I f"IYACIf11S,!IA V LCLV 1 I Box 1149•Hyannis,MA 02601.505.190.3922 J J �- r I '—L I I ; I I r I I I I I ; I IEM I - _414 AMM I I n H I � I I I I I S S i I I - z I v i I I IZ ; I 1 I I I I T I II I ,i : A I I I I j i I v I� I I .I FJl-. 144 i .'. I Fi I Fit I I L I I r7 tj EMI I I y-----=t--- I I I I I I ono o Z n= m N 1.• t3 Goo171ght oQp- a -.�;1• �E GI_NEERED BY: z p I pyrIg plans arep o Inal u dh. d ral �� f I i j F(iCi JCCr f= f lAratjei f A(G^rr. ^gs tij,'v``11 F +c+t la t Tvi fn y I Gopyrlght Laws.The original purchaser f this J I I m plan Is a tho d co cons[ ct one and only _ D one h m g Chl pta MOd f cat er Z + Z r-ereis rch bit dwtto tea ss written 8�-.r�^4� _ _ n Pre - _v� Xa lac rn•.x.�rvr� ta�of 1 :✓✓1.`v.i ie..— -ee�i.`1. .�.�..�=�_ - m KSA design 4- 1 OGATION: - ^ A 41uilt Plans 1 1/2 B/I O COMMERCIAL•RESIDENTIAL I I f Preliminary Designs 1 2/f O/1 O I I cape Co4Rica •rtassachusetts � 9 � Udley�•OAGI - �Gons}ruc}tan Plans 1/2 1/f 1 I I capecodoksades gn com•www ksedes grtcom i I ��rAf1i11`>>i�1^'� V�L`.Cf/ii 1 j �� J \` P.08o�1149•HymnS,MAo2001•SOB i90.39.22 J (` J NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 6 DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, CONT.RIDGE VENT NEW Aew+ALT SMNGIEB TO IMm"ZOST4q DETAILS,8 FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 12 'U�r FIRST FLOOR TO BE V4r ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS eBOAaos�TO MATCH LAIST STATE BUILDING CODE,SEVENTH EMON . TOP OF PLATE 5.) 110 MPH EXPOSURE-C"WIND ZONE,1.00 ASPECT RATIO c FOR NEW ADDITION ONLY NEW CORNER BOARDS 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE TO MATCH D08T INSTALLED VERTICALLY TEww.c a DING 7.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR _ INSTALLATION OF ALL SIMPSON COMPONENTS - 8.) 'VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS PRIOR.TO 6 DURING FRAMING CONSTRUCTION 1 FIRST FLOOR 9.) THE INSULATION REQUIREMENTS ON THIS ADDITION sLIBFLooR ARE DESIGNED TO IECC 2008. 10.) THIS SITE IS IN THE 110 MPH VIAND BORNE DEBRIS AREA,EXPOSURE"B' &WITHIN ONE MILE FROM NANTUCKET SOUND PER STATE OF ® ® -- MASSACHUSETTS WIND SPEED MAPS 11.).GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS �oID° RIGHT' SIDE ELEVATION EXIST. HOUSE REMOVE EX18T. SUDING DOOR . . - EXIST. .EXIST. EXIST. 1. - n ANDERSEN (EXISTING) K L� A251 wwommooaamao . .ARE-USE EXIST. .!- - NEW b 4 b SLIDING ODOR ` SUNROOM — EXIST. - .. , - DECK - - - NALnTEo CEILING) ANDERSEN N A251 .. . • NEW COMPOSITE PAL. tA LINE OF WALL BELOW - - ANDERSEN ANDERSEN - .. TW 240 Tw 2*2 Tw 2432 - ANDERSEN _4 z$ ETS 7�ASOVE �$ WINDOW/DOOR R.O. DETAIL na r xa* fd r r ,ea HEADER SIZE_ ® ® ® 1 ® © (D I0 W4P* 1 -0'TOr-W murwr mm §-c wwor*Tw L"m �nAa +�wtwworwai p"..amom awnnnr,snuo m.wonq FIRST FLOOR PLAN Lau miso vlAu COTUIT BAY DESIGN, LLC NEW ADDITION FOR: ' _ a 1/410SCALE : DRAWING NO. TK�dMrw10l rlrOw lD rtAm or BQ 43 BREWSTER ROAD C� wu "' 1/4 1'-0" MASHPEE ,MA. 02649 aor�aszs rwnwr w�n.o nc BAXTER RESIDENCE is °� DATE : PH. (508 274-1166 A 1 69 STUDLEY ROAD HYANNIS MA �a�-oemcraR�M s/25/2010 FAX(508)539-9402 . ACTOF"a.�..�.�,�aw ARa,..a 1 I Q 12 New RAKE a TnTr 90AR08 . TO MATCH E)W. . TOP OF PLATE - j NEW CORNER SOAITOS' . TO MATCH E)GST. NEW W.C.SRBNOLE mom s - TO MATCH E)US TINO d FIRST FLOOR .. - SUBFLOOR . - NEW i P.T.2a 12 GERM - . - - NEW P.T.6 x 6 POSTB - .. REAR ELEVATION FVEw NAILING SCHEDULE 0 MATCH OUSTM ,2 170 MPH EXPOSURE B WIND ZONE NEW FASOIAaFR JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING eoARDs To MATCl1 ewer. EXIST. ROOF FRAMNG: TOP OF PLATE - - BLOCRRq TO RAFTER ROE NALSO) 2-M 2-IN EACH so - RMSOAROTORAFTER(EMOMALF.D) 2.16d - 2.IN EAa+EIID'. NMLL FRALPO: . TOP RATER AT RfTERBECTIOM6(FACE+ARM 41N b1M AT JOBITB - STUDTOBTUO(PWANAEEO) 2-1/M 24M- 2FAe. .. _ MEAGER TO HEADER(FACE MNLW) 161 1M- 16'es.ALOIW EDOEI .. FLOOR FPAMMO: . JOIST TO SLL.TOP PLATE OR"AM ROE MALED) 44M 4+N PELJOIST. 0.0c"a TOJOIBTSROENN" 24M 2-,N EAa,Ew 3 . BLOCRMo TO BaL OR TOP RATE ROE HALM 2-+N 4.1m EACH Bloat - - LWOM BTRIP TO BEAM OR GIRDER(PACE MAU= 1+M 4-1N EAOI JOIST - JOIST ON LEDGER TO SEMI ROE NALED) 3 M - 1+N - PER JOIST FlRST FLOOR .. .. 11"D JOIST TOXWT(OLD HARED) bIN 4-1M PER JOIST. auBF� . WAD JOIST TO SILL OR TOP PLATE(TOE NALEDO 2.104 b 1N PER FOOT. ROOF SWATNMO: - W000 GTMICTURM PANELS(PLYLWOO) RAFTS RB OR TRUSSES SPACED UP TO TT os N 1N - r EDDEAT FIELD RAFTERS an TRUSM SPACED OVER 16•oc N 1M 4 EDOEM PMD GAME END WILL PRE OR RA"XRUDS WOOVERNNIG. N 1M S'EDGEI PRSD GABLE END WALL RAW OR RME TRUSS N � .IM � C TDWW FWD - UF ST/111CNRAl OUTLOOIIER6 - . OARi NO WAIL RAKE OR RME TRUSS W LOOKOUT SLOCa1 N - IN ?EDGE{'FIELD GVPG M vwLSONM N COOU s — r ED=nW FIELD VOLL SNHATTIBLO: - - YiRTOD wnn=N1Al PMELB(PLYWOOD) _ j STUDB SPACED UPT02ro.c N 1M rEowrFW 1r a 26Gr PEERBOARD PANELS N Lo r EDOW FIELD +rovPaLrwauDMo SaCOOLERS — rEDWWFELD LEFT SIDE ELEVATION FLOOR SNEITIOIIG: MRTOO BTRUCTUPI PANELS(RYWDOOj 1-OR LEIS TMSKNEM N 1M 6•ED= r FIELD - GREATER THAN Ir T 49:100EM /N IN r EDOW FIELD D I T I O N FOR: M TI�IOKRlMII![NO,IFEO F AM COTUIT BAY DESIGN LLC NEW E.�RS�RKM.S,DI�,�FaADKa1 SCALE : oRnwlr�c No. E AD nai60lWrNoava,OR1O6TAATDF 43 BREWSTER ROAD MASHPEE ,MA. 02649 BAXTER RESIDENCE fgNNEI10E/S YMTIOUf 10TPM 10 T! °=`F=�OR� DATE PH. (508 274-1166 ME ��Y � 6/25/2010 or nt ORPER ROTRIS.ANK OTIM U E CF A2. 1 FAX(508)539 W2 69 STUDLEY ROAD HYANNIS, MA °°°� ,� i R NEW ROOF CONST. Sa .2 x 10 ROOF RAFTERS 01C o o. 1 3W x 11 7Ar LVL - -SIB'•COX PLYWOOD ROOF SHEATHING SIMPSON LSTA24 STRAP RIDOB6MA -ASPHALT ROOF SHINGLES CONT.RIDGE VENT 1 W x 11 7AT LK _ - rA 6R1f 0 E,or. •ISLE.FELT PAPER RIDGBEMI - . -P BATT INSULATION 7 IQ 31EA 0 SLOPED CEILINGS(R"30) 3 1rr x S 1rr LK POST m NATLt SIMPSON H Z5 HURRICANE CLPS 2 x SY 0 IV o e. AT ALL RAFTER ENDS . .ICE/WATER SHIELD AT WrFO/ y, 3.1 rM x 7 IW LK HEADER -gAFTER VENTS 7 TO PREVENT WIND WASHING i1 WMIOOW -ALUMINUM DROP EDGE " q R.O. TOP OF PLATE + + TOP OF PLATE 3 irr x 6 1rr LK HEADER NEW 1rr GYP.BD.ON CONT.ALUMI . IMF=Pin FLAIL 1x3 STRAPPING 0IVea SOFFITVFIR$ - 3 IrrxS.lrrLK NEW WALL CONST. . - POSTS WINDOW WINDOW 1.2 x 6 STUDS IV oA . R.O. R.O. R.O. 4 - 4 Z IR PLYWOOD SMEATHING - 6 x 6 POSTS IN BOTH OUTSIDE B b 3.Vp TAN _ CORNERS.USE sulPsoN 2d 2d :a STRUCTURAL RIDGE BEAM NEWWTaGPLYWOOD 6.TYVEX VAPOR NGLESw DER AC6 OR LP2$POST BASE TO FASTEN ONTO BEAM - - BUBFLOOR-GLUED i NAI® HA BELOW i HEADER ABOVE FIRST FLOOR SUSIFLO . . - SUBI OOOR z NEW P.T.2x IOY Ir— x 3.P.T.2x 12ti - _ 3•P.T.2N - . xS 1?LK PBATT. - NEW61V PLYWOOD WAZEK .. POSTS - - -. - - - (R'S!INSULATION AALAD BOARD LL OOPEHING6Si SEAMS .. - - P.T.6 x 6 POSTS - . . FASTEN SIDE BEAM TO NEW P.T.6 x 6 POSTS ON W DIA . - - - REM BEAM W SIMPSON CONCRETE SOND WI TO OW BOB POST CAP BIG BELOW O TANG W 1B'IMP - BI/LFOOT FOOTING.USE SIMPSON S.S. . - ABUSE S.S.POST BASE FASTEN REM • - BEAM TO POSTS W SIMPSON BOB POST CAP (ALTERNAT:10'DLA.COW.SONOTUSES ON 1S x 16'x 12'CONCRETE PAD - (MGABLE END WALL FRAMING/SECTION BUILDING SECTION c0D NEW SUNROOM NEW ASPHALT - ROOF SHINGLES - - - - A SAT CDX PLYWOOD S EATHIMS .2x 10 RAFTERS. INFELT.PAPER - . . SIMPSON HUC2103 `.. ' I l gyp` PREVEN CIONG TO (-0 SIMPSON H 28 KANOCJME CLIPS 111100 317 WIDE ICEIW1TER SHIELD . - CONCEALED FLANGE - - - - - - �oJ __ NEW 2 x 6 RAFTERS 016'oa WASHING . TO BE BUILT OVER EXISTING- .. MAN06L$ _ NEW 4 x 6 POST FROM 4; ♦qD. - ALUMINUM GRIP EDGE . . _ BEAM TO RIOGEBEAM - I. r ROOF STRUCTURE - _ - . 1 x 3 STRAPPING YW NEW FASCIA iTANGSOFFITS . .. 1rr_GYPSU6 BOARD TO MATCH EDOETIG - . - FASTEN JOISTS TO BEAMS ———— —— - .. - W JOIST HANGERS i _�_ x - _ . BEAMS TO WALLS BELOW W SIMPSON HB TIES CONT.3-1 3W x S IP7 TYP.2 x S WALLS . LK HEADER SIMPSON LSTA34 STRAP i L AT EACH RAFNE IRIDOE CONNECTION. e b a b DETAIL AT WALL POSTS IN BOTH CORRNERS.USE SIMPSON - o ACS OR N POST OS SCALE:1/2'n 1'-(" d i d BELOW i HEADER ABOVE A A 1 3•P.T.2x 129 A -- -- --- -- A L7 REAR BEAM W SIMPSSON NEw P.T.6 x 6 POSTS ON 10'qA _ SEE GABLE END BOB POST GP CONCRETE SONOTLIBEB TO WALL oETA0.FOR - iP BELOW GRAM TANG W M OY► HEADEREIFRAMI G SOLID 2 x a KOCKINO IN THE OUTSIDE elLSFooT FOOTING.USE eaPea+a.s. p ABUl6 S.S.POST BASE.FASTEN REAR Y TWO RAFTER i CEILING JOIST BAY$ - . BEAM TO POSTS W SIMPSON SIM POST CAP 0 4r o.o..ALLOW SPACE FOR AIR . 17d (ALTERN AT:IIr D A.CONC.SONOTUSES FLAW ON THE UNDERSIDE OF ROOF. NOTES: ON 14 x 19 x Ir CONCRETE PAD SEATISG - IYd 1.) ALL ROOF RAFTERS TO BE 2 x Ift laa UNLESS OTHERWISE NOTED 24 USE TWO SIMPSON,H 2.5 HURRICANE CUPS ROOF FRAMING PLAN --- ---- __ .._ AT ALL RAFTERS ENDS FRAMING/FOOTING PLAN - - - 3,VERIFY OWNERS SCALE :• W/OWVNERS Q� COTUIT BAY DESIGN. ��c NEW ADDITION FOR: foIx� mf�.AM E IOMWOMMEN"AAEFOLxOW SCALE : DROVING No. aid Ines PWAToSTAAfOF 43 BREWSTER ROAD *%L coma'�'""'"""'�°°"�""n°A 1/401 = 1'-0". ,��,., MASHPEE ,MA. 02649 BAXTER RESIDENCE ,� AAxxOfFlYPoR � OExIOtIA O AfN fIMNAx fx:OMtlo�. PH. (508 274-1166 r,�rs/� aTW�ANOM AM.o,"MUN�. DATEA3 69 STUDLEY ROAD HYANNIS, MA A, „�'m°"°�'"`�' FAX (508)539-9402 o0onew "°'°° x�"""�" 6/25/2010 AAONfecrvxA�oorfwuffwrneefxsf • o + i SHEARWALL HOLDDOWN SCHEDULE: LEGEND, BAXTER RESIDENCE ccrnND FL❑❑R H❑LDD❑WNS1 O (q-Cs 16 COB.STRAP W/(26)10d(0.148•x 3'LONO)HAND NAILS OR Q SHEARWALL TYPE O (0.14r x 2}ry WITH METAL CONNECTOR NABS WHEN STRAP IS 2 ILO APPLIFD OVER PLYWOOD SHFATHWOOR(30)Sd(0.131x2 !'LONG) O SHEARWALLaRtDlit� I HAND NAB 8•S OR(D.14 x 1 jr)METAL C.ONNFLTOR NAB ti S WI� STRAP IS APPLIED DIRECTLY TO 2X FRAMW MEMBERS. (IF STRAP IS LOCATED AT EXTERIOR WALL,CONTINUE STRAP TO simLE sTU)D ® SHEARWALL HOLDDOWN TYPE I IN FIRST FLOOR WALL IF THERE IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE SHEARWALL N FIRST FLOOR WALL SHEARWALL HOLDDOWN P _ BELOW.OR WRAP THE STRAP AROUND THE HEADER BELOW. , PROVIDE HALF OF THE REQUIRED NAILING AT EACH END OF THE 4 STRAP.) SHEARWALL (Z)-Cs 16 COIL STRAPS W/(26)10d(0.148•x 3'LONO),FIANDNAISOR 1 . .. PERFORATE SHEARWALL. COM6JUEPLYW(TCriDABLDVE(0.14V x 2}7 WITH METAL COIN Ecru R NAILS wH N STRAP Is AND BELOW OPEN WO WITH NAILING ACCORDING TO APPLIED OVER PLYWOOD SHEATHINOOR(30)8d(0•131 x 2 }•LONG) SPECffRD SHEARWALL TYPE. HAND NAILS OR(0.148•x I e)METAL CONNECTOR NAILS WHEN A Q STRAPS ARE APPLIED DIRECTLY TO 2X FRAMM halmBRS.ALL / PROVISIONS AS NOTED ABOVE APPLY. ` 'ra SHEARWALL SCHEDULE: \ i SHEAR.WALL PLAN WALL TYPE SCHEDULE: " �•PLYwvo®-cs0cIs313I.00HCEO D 8d COMMON OR GALVANIZED NAILS®6-O.C.EDGES AND 12'aC.FIELD. *'PLYWOOD-(EDGES BLO=M) GENERAL STRUCTURAL GENERAL STRUCTURAL GENERAL STRUCTURAL Qz Bd COMMON OR GALVANIZED NAILS @3-D.C.EDGES AND NOTES: NOTES; -. NOTES: 12•oc.FIELD. (COMM). (CONT'D) NOTE:FOR PLYWOOD SHEARWALL TYPES 1.2 AND 3 LISTED _ - ABOVE, V S-0.131 I.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE ROOF FRAMING C❑NNECTI❑NSt GUN NAILS °IAN�fFRAN°LETI°7HIIAHE MASSACHUSETTSSI'ATEBUILDINGCODEFORONE-AND TWOFAhuLY _ � WALL FRAMING. UPLIFT CONNECTIONS _ �USEDASASUBSI'1TiJRE ALLNAI.8TOBEFULLROUNDHEAD f DWELLINGS,SEVENTH EDITION(780 CMR)AND ALL AMENDMENTS, WITH NO EXCEIF IONS 7O B8 GRANTED. 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDe4MAL COD& RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16'O.C.STRAP TO BE 1.ATTACH FIRST FLOOR STUD TO RDA BOARD WITH(1)CS 16 STRAP AT 32• INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10dCOMN110N O.C.AND PROYM(6)10d NAILS TOsTwAm(6)1od NAILS To Rim BOARD. SOLE PLATE C❑NNECTI❑N SCHEDULE: 2.THE WIND DESIGN allMUA.FOR THIS BUILDING IS N ACCORDANCE NAILS TO RAFTERS. LSTA 18 MAY BE SUBSTITUM BY A'2 X 4(MIN) REFER TO UPLIFT PREVENTION MEASURES AT WIDOW ON DOOR OPENINGS. _ WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),-WOOD COLLAR 77E AT ALL Omo3lra RAFTERS. PROVIDE l7)lod NABS AT • CONNECTION TO FLOOR RIM BOARD EACH END OF COLLAR TIE. FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY . 2.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL DWELLINGS(WFCM).AND THE'MWUMIJM DESIGN LOADS FOR BUILDINGS PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION. AND OTHER STRUCTURES(ASCE7-03).TTIE BASIC WINED SPED FOR THE 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE 3.CONNECTIONS FOR WALL OPENING FAI.E2r1ENT'8 THE EXTERIOR WAIL WITH(1)HII.3A CONNECTOR CON NECTOR TO BE. � CATEGORY r. _ APPLIED DIRECTLY TO THE EXTERIOR OF THE 2X FRAMING.142A HEADER SUE' HEADER TO JACK STUD �)ACK S'T1D 7O SOLE PLATE � Q (3)•16d CON:[MON.NAILS PER 16'. CONNECTOR MAYBE USED AS AN ALTTIWATE AND INSTALLED ON THE. (I)O S ' • 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL INSIDE FACE OF THE FRAMING.NOTE:TSP CONNECTOR AS NOTED IN Mt L-I'-0•TO 4'-W (1)LSTA 9 • • - BUILDING OFFICIAL FOR THE STRUCTURAL FRAMD40 INSPECTION(S).IF OF WAIL FRAMING MAY BE OK T'1'ED IN AREAS WHERE HZA IS L-4'-t'T06'-0'• (2)LSTA 9 . Q (4) 16d CONDAM NAILS PER.16•. THE BUILDING,OFFICIAL REQUIRES THAT THE INSPECTION(S)BE (2)SP6 � COM FLBTED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL INSTALLED. AREAS WHERE RAFTERS HAVE PLATS BEARI4(G Q4 THE L-6'-!'TO 8'-0' 0 CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN SECOND FLOOR DECK OR WHERE RAFTERS ATTACH TO HIF.[H AT � m LSTA 9� (2)SP6 THE INSPECTK*kS)ISTOBEPERFORMEDD.INSC04TRACI'ORSHALL WIND°wOPENDNiS.PROVIDEHH6FROM.RMTERTHR000HTFIQPLATE L-W-t'Tolao- (1)LSTA 12 (2)SP6• � SHEARWALL C❑NSTRUCTI❑N� . TO THE RIM:H_AND OR HIEADF7R BhlOW AND PROVIDE LATPRAL . INSURE THAT ALL STRUCTURAL LNG THE AND TICK ANY P ARE BLOCKING AS DESCRIBED IN NOTE-3'BELOW. NOTE: 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X VISIBLE FOR INSPECTION. IF DURING THE INSPECTION,ANY PORTION OF STUDS AT EACH END OF THE WAIL.NOTE . THE STRUCTURE IS DEEMED NOT VISIBLE OR IS DIACCESS®LB FOR 3.BLA=I4G TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE A HEADERS FOR DOORS AND WINDOWS TO HAVE(1)HS CONNECTOR AT HOLDDOWN DEVICE. REQUIREMENTS OF TNSPECTICK FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHDNX HAULED TO THE THE TOP AND Barrow OF ALL CRIPPLE STUDS wH m APPLICABLE. GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTORS BLOMM AT 6'O.C. PROVIDE N-NOTCH IN BLOCKING TO PROVIDE EXPENSE ADEQUATE AS REQUIRED.BLOMM TO BE ATTACHED B.HEADERS 4'-I'AND LARDER REQUIRE(2)JACK STUDS AT EACH OF 16d NAILS AT E FAi&E NAIL ACHiSE�LAP SPLICES IN TOP PLATES.TOP PLATES W/(2)l6d NAILS AT -OSPLttT I3E(QIdI I UATE V 4.ALL WOOD CCNSI'RUICTION CONNECTORS AS SPECMED ON THEM DIRECTLY TO DOUBLE TOP PLATE OF THE EXTBUOR WALL W/(I)RBC THE HEADER. TO BB A MDNIA4UM OF 4'.O'NANO. CONSTRUCTION DOLIIMFNT9 TO BE SIMPSON STRONG T E IN2 X 6 BLOCK ON THE FIAT BwrwwN RAFTERS MAY BE ACCORDANCE WITH CATALOG C•2009. T IS 77Hfi RESPONSIBILITY OF 713E USED AS AN ALTERNATIVE INSTALL WITHH({)16d FACE NABS THROUGH C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL FffaIIERS A713ACH END OF 3.NAD LNG FOR PERFORATED SFIEARWAIIS TO BE CONTI4IJFD ABOVE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE W'TIH 1tIL DI.00K TO THE DOUBLE TOP ATE OR PLATE ON THE SECOND - HEADER TO THE KING STUD ADJACENT'TO THE OPUM40. REFER TO THE_ AND BELOW ALL OPENINGS N SHEARWALL. FLOOR DEQC REFER TO THE DESIGN DOCUMENTS FOR ADDR[ONAL REQUUItEMENTS OF STRUCTURAL DETAIL SHEET S-2 FOR ALTERNATE MANUFACTURER'S SPECIICATIONS. REQUIREMENTS. CONNECTION PROCEDURES. 3.ALL EINOIN ERM LUMBER PRODUCTS TO BE TTRUS JOIST OR APPROVED {.ATTACH{DOUBLE 2X STUDS AND BUILT-6'CORNER STUDS AT f EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 4.IPRaVIDE 2X RIDGE BLOCICINi BETWEBNI ALL RAFTERS AT THE EDGE E.SILLS FOR OPENINGS LESS THAN 4'-0'WIDE RBQIIRE(1)A23 CLIP A7 THE SHEARWALL AN WITH(2) IL NABS AT I.O.C.FOR SECOND FLOOR I SLOORWALLB AND(2)16d NAILS AT T•O.0 STAGGERED FOR FIRST SPECIFICATIONS. OF THE ROOF SIifiATHHDNG.ATTACH SHEATH@7G TO BLOOCI7G W/!b BOI'H'ON4 OF THE SILL PLATE TO 77H8 KING STUD AT EACH END OF THE vn P FLOOR SHB:ARwALLS. REFER 70 DETAIL AS NO?®ON Sl FOR NAILS AT I.O.C.RIDGE BLOCKING is NOT REQUIRED WHEN SHEATHING PLATE.-FOIL OPEN)MS.4'-0_AIND LAROUL PROVIDE(2)A23 CLIPS AT EACH _ _--___ ._ ._ .... .. .. i 19 ATTACHED DIRECTLY 7O A RIDGE BOARD OR STRIICTURAI.R11XUE END OF 1HB SIN,PLANE ON THE TOP AND BOTTOM OF 77�SILL K A77. -"-ALTERRNA7E CONER TYPES: _ BEAM REFER TO 711E REQU�NTS OF-DETAIL SHEET S-2 FOR ALTERNATE T CONNECTION PROCEDURES. E REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL f [IDS: (1 COTUIT BAY DESIGN, LLC NEW ADDITION FOR: , _.�', .. ECM,= , SCALE : R oR,l„�I�I�No.:. 43 BREWSTER ROAD - �R fn BAXTER RESIDENCE �,� .�MPx� 1/4" 1 -0 { �,��,wl MASHPEE ,MA. 02649 GSAMS "' DATE : �� nEa OA�WaN T Solar.ER THEUK OF PH. (508 274-1166 �;: aTX�w sFaQuo o,�� FAX (508)539-9402 �� "° L^�' 6/25/2010 69 STUDLEY ROAD HYANNIS, MA = �_ �, Pm� I . i D . mZ 0 � J a EXIST. . SST. _ =I D o col a m� m j 0 � - 7C Z �9 00 �O o rn ma 3o m z z- z� z� W o z m =O rn ;r ---- N o Z m C i ----- _6 o r`_ -----_ mm Lr z ;; � p g w lul i i 2 D Zcn i a ®® 0 44r a _____ ___ �r v: 0. 8 ow J o 'm I r C ;um i — mA 4Z ,as z m v m z „'s 41, MXIST ) ti 30M � _�FB�� m �CynoZm 1', Ism v` .9 %Zo ) 3 0 A m NEW ADDITION FOR: COTUIT BAY DESIGN, LLC c � e ® 43 BREWSTER ROAD . o BAXTER RESIDENCE MASHPEE;MA. 02649 PH.(508)274-1166 FAX(508)539-9402 69 STUDLEY ROAD HYANNIS, MA r I :� lz 77F z9q dF— Fm a I m � 0 cn m rn I � I I . .' - JN , I -n "u o ;u ;um m � • G� D Z rnv z a NEW_ ADD IT ION FOR: e Q® C BREWS BAY DESIGN.�.c a 43 REWSTER ROAD N MASHPEE,MA. 02649 2! x o BAXTER RESIDENCE PH.(508)274-1166 p b . FAX(508)539-9402 69 STUDLEY ROAD HYANNIS MA W4 �. +va ea e 3 ez D / - . . . NEW3P.. ip N 9 x NEW P.T.2xIft dklErcA . ElUa NO) . FA 9 x x �aD �gq�t9 MWO m S K Dy w T sa Y N rn (MIN.) q 1 F'----- ^ PA z r - F------ oCN. � I °� n q � c — $�o Z O m EXlsr. z � � G� m as D m 8€4Z m0o� Z lip. >< 48 . 44r o C' �N (MIN.) C��` m � f 0,.W, r o.z EMST. - EMU. a 0 1^^ IWO* (FXBl1Nfl) mw � ox Z Xm m � Z � Z m � D m m m z G� a NEW ADDITION FOR: EaFAM43 COTUIT BAY DESIGN. LLC BREWSTER ROAD Nn MASHPEE,MA. 02649 o 1 BAXTER RESIDENCE PH..(508)274-1166 b FAX(508)539-9.402 69 STUDLEY ROAD HYANNIS, MA 5 i i �1 1 7 Foundation Certific ation in Hyannis, MA . Prepared For : Benjamin D. Baxter Sr. & Suzanne L. Baxter Assessors Map: 306 Lot: 010 (Lots 5 & 6) Baxter Nye Engineering & Surveying Community Panel Number . 250001 0006 D Registered Professional F.I.R.M. Map Zones: A10 (EL. 11.0' NGVD) & B Engineers and Land Surveyors Plan Reference: Deed Book 17605 Page 282 78 North Street, 3rd Floor Plan Book: 116 Page 111 Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Owners: Benjamin D. Baxter Sr. & Suzanne L: Baxj b Number. 2010-048 Scale 1" = 20' Date 02-15-2012 D.E.P. FILE No. SE 3-4918LLJ ' Q / Y , O O m R=10.00' V 40 00, MAP 306 PARCEL 010 LOTS 5 & 5 / e 229,9 , 15,674 S.F. / 4 ID 0.4 AC. 4i h rn 64.1, / io 2 AS—BUILT / FOUNDATION T.O.F. = 7.86 /22.0 (LOCATION DATE: 2/13/12) N / �I / �gRAGE-SLqQ ; '-- / 26 22.0 2-STORY #_69 EXISTING LIMIT OF R,q/ WORK (HAYBALES) FF ,S�D7RgNcy N l UPPER SHED. in DECLEI/EL tohi K LEVEL l MAP 306/PARCEL 009 J N/F 41S NADINE BASTA 20 C w MAP 306/PARCEL 011 61.94, N/F TOWN OF BARNSTABLE N 88'08'53" W -- I CERTIFY THAT TO THE BEST OF MY •KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS.SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR 'IS IT TO BE USED TO ESTABLISH PROPERTY LINES: i; Lls � 0. 29v74 f -Zd l2 'P;' REGISTERED PR O(E SSIONAL AND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE o 2 0:\2010\2010-048\SURVEY\WORKSHEET\2010-048-cpp.dwg,2/15/2012 9:23:13 AM, 1:1,MTM TOWN OF U'U' STABLE x '• wF �i�Y , 'V LAP JOIN GENERAL NOTES : W,�; ,��'•�?y � ",,,-� ` �t' 1 ,r p, 'o:, r'4 b' _ :%�1 1. THE INTENT' of THIS PLAN IS TO SHOW TH -.v/:.. �'fi.�', .. .'� �' �i�r 0►•� r rl <111. ; J]r• a •.w`'\ ..Q...�•`fy' r ) E PROPOSED WORK AT LOCUS FILTER FABRIC ,,, e-• l '.' .; 2.) LOCUS AREA IS COMPRISED OF -``-- *, Z. ti •L LOTS 5 6 O PLMI 8001('S MAP 3 P 116 PAGEIII 010 N DEED BOW17605 PAGE 282 1=3: �T�"! • vcr�` ;k-. 1.'�-.f�T`r` -Ou�rer; ' / 1/2' - 3/4' W / ASHED STONE -A OWNERS: BEN IAMIN D. BAXTER SR. do SUZANNE L BAXTER 01 r, , . ,,.• - -�- . ! �. / - DRIP TRENCH 69 SrvDLEY ROAD HYANNIS, MA 02601 JirAPPIS JURHOR �*'•� r i _ , . dux Is d;1. PROjECT BENCHMARK . As SHOWN ON PLAN (BENCHMARK ESTABLISHED USING RTK 11/2/2010) ZONING INFORMATION ~ •�i + i / ZONING DISTRICT . RB (ResskIentiol) OVERLAY DISTRICT : AP LOCUS MAP Scale: 1'=1000' � CURRENT MINIMUM ZONING REQUIREMENTS F4��Gk- � Zq•1E �� E0� OF / MIN. LOT AREA I 43,560 INN. LOT WIDTH - 05 S.F.0 D.E.P. File #SE 3- Y?/ �° 2°°' MIN. LOT FRONTAGE = 20• 0v I FRONT YARD - 20' SIDE & REAR YARD = 10' / 10' Order of Conditions Expires LQ CB/0H FWD 5.) A ME SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DEEERMINEO ' HELD I TO BE NECESSARY, A TITLE SEARCH SWILL BE PERFORATED BY O1HIM CONSERVATION NOTES: _ _ / 6.) THE PROPERTY LINE INFORMATION SHOWN iS BASED ON CXIRRENT AVAILABLE RECORD 1. NO WORK IS TO BE DONE UNTIL FORMS A do B ALONG WITH REQUIRED I _ I INFORMATION CONSISTING OF PLANS AND DEEDSTHE ' PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. EXISTING WERE FROM FIELD 00 (Pe 11 Zoe SURVEY PERFORMED BY BAXTER NYE DIGINIOW & SURVEYING ON NOVE)OBER z 2010. 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTiL PC 111� LOCATION OF MARSH AND CREEK SHOWN ON THE PUN IS GIS INFORMATION OBTAINED COMPLETION OF PROJECT. WATER GATE / FROM THE TOWiV OF BA RNSTABLE GIS DEPARTMENT 3. DRIVEWAY RUNOFF SHALL BE DIRECTED TO PROPOSED DRIP TRENCH. \ / 4. ALL ROOF RUNOFF SHALL BE DIRECTED TO DRY WELLS. I 7.) COMMUNITY PANEL MILER: 25o001 Dow 5. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WiTH CLEAN SAND. ' ` CBAH FND I THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE A10 (EL 11.0 NOW) & B. 6. HOUSE WILL BE CONNECTED TO MUNICIPAL SEWER IN STUDLEY ROAD. Q`PAS BENCHMARK. HELD 8) L-15.71•� �` , Q CB/DH FND R-10.00 - �90�00.00• � � EL 8.83 (NGV029) • SITE iS NOT WITHIN AN A.C.EC. (AREA OF CRIiK.AL ENVIRONMENTAL CONCERN). \'� ` • SiTE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER FIRE HYDRANT $_ ',� ® \ NHESP MAP OCTOBER 1 2009 •ESTIMATED MWATS OF RATE WILDLIFE' ' .1. � ` ' I°ROpO ,D MR USE WITH THE MA WETLANDS PROTECTION ACT REGUUTIONS (310 CMR 10).• U/p 3�5/6 I • SITE DOE'S NOT CONTAIN A CER'TIFED VERNAL POOL PER NHESP MAP OCTOBER 1, 2009 40• *1 RpgD - •CERTIFIED VERNAL POOLS- 5.n BUs1iEs a W \ ` v« , ( • SITE IS NOT WITHIN A PRIORITY NABRAT PER NHESP MAP OCiOBER 1, 2009 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHIIS M ENDANGERED Sr0 A0 - \ c W WATER SHUT OFF SPECIES ACT, REGUUTIONS (321 CMR10). STEWARTS CREEK � f �,� '�, / , �� \ I '� I • c W • SUE IS NOT WITHIN A STATE APPROVED ZONE I GROUND WATER REDIARGE PROTECTION / ?~ 'L AREA 50' BUFF ZONE / GATE -� W� WAj� � I • SITE IS NOT WITHIN A ZONE OF CONiRIBUTiON TO A SALTWATER ESTUARY (B.O.H. REG. i O� / BENCHMARK: 3 �S, WN=\\ SECTION 360'45). DAMID pI MAG.EL NAIL � G AS' '� I 9.) UTILITY INFORMATION SHOWN HEREIN: • 24 &Rif; 54A,Y ro / ' .94c 1p`��i g 4 • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTIJTY COMPANIES TO LOCATE ALL EXISTING UTILIXS� AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION, THE LOCATION OF co .' • 1-t 9_ c .6 I DD(i W LINDOMM Ji�S U1I , CONDUTS AND LINES ARE SHOWN IN AN APPROXIMATE • RQOCN TE� �. 3 q 5 _____ __\ U/P 375/ Y ONLY, MAY NOT BE IN= TO THOSE 5 AVMABLE UTIITY RECORDS NOTED HEREON.hMCONTRACTOR AGREESE E RESPO KE NFOR E ANY AND ALL DAMAGES WHICH MINT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND MITiES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE •1�� / I 1 ,_ "--_ �•�, CONTRACTOR SHALL NOTIFY THE OVER MTEONTELY FOR POSSIBLE REDESIGN. O x10.0 r , • DWING SEPTIC SYSTEM INFORMATION OBTAINED FROM BARNSTABLE BOARD OF HEALTH AS-BUILT SKETCH. , APPROXIMATE LOCATION O • WATER LINE SHOWN TO HOUSE IS BASED ON A PLAN BY HYANNiS WATER SYSTEM, OF SEPTIC COMPONENTS " ' SKETCH #387 DATED 4/10/84. cj I I ' /. 1-1 P�,�� / o / J• • GAS LINE WORMNTION PER MAP PROVIDED BY NATiOIAI. GRID RECEIVED ON 1111112010. D►�PIP" • OVERHEAD ELECTRIC SERVICE TO LOCUS PER NSTAR ELECTRIC PLAN #4295, PG. 2. _ 1 y s a MAP 306/PARCEL 010 LOTS 5 do 6 - a 15,674 SQ. FT. t 0.36 ACRES t ' Y SiTE LOCATION: 69 Studley Road ° Hyannis, MA 02801 GARA - x 9.3 a SLAey B �28 _'w_G �� PREPARED FOR ' Beniamin D. Baxter Sr. & Suzanne L. Baxter 2 I I O 4 3 ; 10 _ TITLE / 2-sr q,Py ` • • _ • . 9-2 Wetlands Permit Plan - Pro sed Addition FFERAIf RA •l �„ 7 Noy 13•g� -2 A/C �, BAXTER NYE ENGINEERING & SURVEYING W C R o z Registered Professional Engineers and Land Surveyors 78 North Street-3rd Floor, Hyannis, Massachusetts W601 A&lk MAP 306/PAROEL 009 firK 6.4- �o� co IODINE BASTA Phone- (508) 771-7502 Fax - (508) 771-7622 SHED A".4,4 NG to" Str PNFN �� 10 0 10 20 / 6.9 y �3.2g• / a ', No . 2i6 SCALE iN FEET �rAn,,Or h-I PHRAGAiiTENOS, N DATE.TE 12/13/10 STEWART MAP 306/PARCEL 011 S CREEK N/F TOWN OF BARNSTABLE P P N0. BY DATE REMARKS CB/bH HELDFND - - I- - - - WN ETYMTM DESIGN ETY-. SAW ICHECKED BY.• ING DRAW NUMBER MAP 306/PARCEL 237 I N W N/ 0:\201 0\2010-048\Survey\Worksheet\2010-048-WPP.dwg 1 KAMM M. & YONG-SON BASTA I 2010-048:01 REVISIONS: BY: LEGEND -10-12 BC Bearing Wall Below See Boise literature forjoist vertical load capacity. Load bearing wall above BCI Joist Blocking. (stacked overwall below). 2000 lb/ft.vertical load Multiple Member Beams Bearing Wall Above_ _ _ / Note: Minimum 2x6 capacity. Side Loaded Connection L — _ _ _ _ _ _ _ -I bearing plate required 1 3/4"Versa-Lam _ _ _ � Joist hanger Nail Pattern Boise Rim Joist j with 2"flange width & ` Multiple Member Beams Non-Bearing Wall Below larger seriesjoistS. Double&Triple 1-3/4"Versa-Lam g n 16d Common nails. Side Loaded Connection 12 O.C. See chart a/s°dia. Bolt(b) 1 ' Max Uniform Load 1_ ( per In.ft. Max Uniform Load lbs. p ) (Ibs.perlin.ft.) Numberof Numberof 2rows 3rows members 24o.c. 12'o.c. To.c. Non-Bearing Wall Above Members _-- __. 13/4"versa-Lam f - - - - - - - - - - - - 2"min. 2 520 780 2 560 1120 2240 Warren Post Below Post Above i -- 9atspacing � SIB�dia � 3(a) 390 585 � eat(b) 3 azo e4o 16&5 0 0 _ 4(a) 370 745 14% Trask Versa-Lam(E) or 21/7min 3 117 verse-Lam Company ,L Solid block all posts from Boise Glulam beams 2(� 1125 zz5o "�A above to bearing below. (a ) Nail pattern for 3-piece member must occur on both sides. Post Above & Below Staggered (a)7"wide members must be loaded from both sides. (b)Design values applyto common bolts(grade A&B,1 or2) Nail values may be increased by 15% for snow -load Use flat washers each side and drill holes 5/8"dia. roofs and by 25%for non -snow roofs where '-- (`)Allval°es in the table above ma be increased 15%for snow loaded �...r roofs and 25%for non-snow roofs where code allows. building code allows. Notes Shop drawings, typical details and framing plans, outlining installation procedures and unit identification marks, shall be submitted for approval by the project architect and/or engineer. Exact quantities and lengths are the responsibility of the contractor. Contractor is to verify all beams and joists at their exact locations. START FRAMING HERE The floor system (1-joist, LVL) are Level 2-Al Framing Schedule-Nominalized designed for floor loads only. 14" 13CI®ks-2.0 SP Roof loads from rafters, bracing, 16"OCS III Tag Qty Product Length and beams must bear on exterior DR9 1 Rl L1 J1 14 14"BCI®90s-2.0 SP 26'0" walls and interior walls with bearing Eli ( --------- - -- - - - - J2 straight through to a footing.Any l I"1 I'"1 rBD 1 2 ———— A t _ 7 14"BCI®90s-2.0 SP 22'0" roof loads carried by the floor system B1- --- - - - must be so indicated on the framing 10 1-3/4"x 14"VERSA-LAMS 2.0 3100 SP 26'0" plan submitted to us for take-off. B2 4 1-3/4"x 14"VERSA-LAM®2.0 3100 SP 14'0" Products to be stored, handled and - installed in accordance with DR5 — BK1,� ___ 1 B3 3 1-3/4"x 14"VERSA-LAM®2.0 3100 SP 1010.1 manufacturer's recommendations. fl B3 3) , F. r = = —_ _— — BD1 2 1-3/4"x 14"VERSA-LAM®2.0 3100 SP 10,0" I O _B_Kl! BK1 BILK 14" BCI®90s-2.0 SP 70'0" 1-- w I _ W _ DR3 DR7 DR10 I R1 TL 1-1/8"x 14"BC RIM BOARDTM OSB 56 0" w z Wall Headers, Supports and Columns � LU o 0 O � � — ____ I DR8 Tag Qty Product Length z Q w —— - DR1'— w > 6 r — BK1 1 3 3-1/2"x 5-1/4"VERSA-LAMO 1.7 2650 SP 10'0" W I I 1 = e Jm Post down-Assumes adaquate bearing below. I Q I I Bearing wall below-assumes adaquate bearing. III----- I B1(2) 1 1'= r _ _ _ BK1 Level_2 — — — — Accessory Schedule 311 if I 1 111 1 r 61(2) B1 Ji J1 ill ill J1(2)J1 ill J1 AJ1 i1 J11 Tag Qty Manufacturer Product DescriptionT1 K1_B _ A l Simpson Strong-Tie, Inc. HGUS7.25/14 �B_______ BZ(2)_____�R2_____ J2 J2 J2 2 J2 J2 J2 I B 5 Simpson Strong-Tie, Inc. HHUS410 — I I I I C 2 Simpson Strong-Tie, Inc. HHUS5.50/10 DR4 ©R6 I I I D 1 Simpson Strong-Tie, Inc. HU414-2 law Iffm = _ BK1 = a I = = E 13 Simpson Strong-Tie, Inc. IUS3.56/14 rs a _ __ a a a 1• - BK1 R1 Run joist 12"o/c this area. Level 2 1/4"= 1'-0'_ fA U 7 a -°' m2 0Cc0 � om � o THIS PLAN IS A MATERIAL ESTIMATING DRAWING ONLY M c m N N j O a > (D THE INTENT OF THIS DRAWING IS ONLY TO PROVIDE SUPPLIMENTAL INFORMATION FOR PROJECT MATERIAL ESTIMATING. MATERIAL RECOMMENDATIONS (THIS PLAN) WILL BE SUBMITTED, ALONG WITH RECOMMENDED DESIGN CALCULATION SHEETS, TO THE PROJECT ARCHITECT, PROJECT ENGINEER, GENERAL CONTRACTOR AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER PLACEMENTAND INSTALLATION. BC FRAMER®3.0 REFER ALL METHODS OF CONSTRUCTION TO ORIGINAL SCALE: 1/4"= V-0" ARCHITECTURAL AND STRUCTURAL DRAWINGS AND NOT THIS PLAN. DATE: 2/10/2012 IT IS THE RESPONSIBILITY OF ALL PARTIES INVOLVED IN THE BY: ERECTION OF THE STRUCTURE TO AQUIRE AND REFER TO ALL "HANDLING AND INSTALLATION GUIDELINES" FOR MATERIAL SHOWN FILE: 12039-69 Studley Rd.bcf ON THIS ESTIMATE. DWG: SHEET: 1 /1 ist Saved Date: 2/10/2012 10:59 AM REVISIONS: BY: LEGEND BearingWall Below See Boise literature for joist vertical load cape city. Load bearing wall above BCI Joist Blocking. (stacked over wall below). 2000 lb/ft.vertical load Multiple Member Beams Bearing Wall Above_ _ _ Note: Minimum 2x6 capacity. Side Loaded Connection — — — — — — — — — — — - bearing plate required 1 3/4"Versa-Lam Joist hanger Nail Pattern i Member Multiple a ber Beams Boise Rim Joist with 2"flange width & p IargerSeriesjoistS Side Loaded Connection Non-Bearing Wall Below Double&Triple 1-3/4"Versa-Lam 12"O.C. 16d common nails. 5/s°die.Bolt @) See chart Max.Uniform Load -- i MeocUdtormloed y C Non- Wall Above - r (lbs.per In.ft.w) (Ibe.per lin.ft.) � (� g � Number of prows 3rows �mbrsf 2a'o.c.� 1To.c. so.c. ' Members -_ rz L. - - - - - - - -- - - - - __. _. _._ 0--- 1 3/4"Versa-Lam _ — — — — _ — — — — — 1 \ 2' min. -_-,2 � 520 780 z 560 -- 1120 2240 �U Bat spacing_ Post Below Post Above �__3(a) 390 585 - 581.(i i_ 1 Bolt(b) 3 t 420 840 1685 ® � t -4(a) Ir- 370- 745 1495 /2"Versa-Uvn ® , Boise Glulam beams 31z(at� 1125 2250 N/A Versa-Lam® or 21/Tmin. Solid block all posts from above to bearing below. (a) Nail pattern for 3-piece member must occur on both sides. Post Above& Below Staggered (a)7"wide members must be loaded from both sides. Nail values may be increased b 15%for snow -load (b)Desi latw washees rs achsiy to common boll hole 5/8"di 1 or 2) y y Use flat washers each side and drill holes 5/8"die. roofs and by 25%for non -snow roofs where (c)roofs All and 25 for noeabo.roofsve may here coded l5%for snow loaded roots and 25%for non-snow roots where code allows. building code allows. Level_1 Framing Schedule-Nominalized Tag Qty Product Length J1 22 9-1/2"BCI®6000s-1.8 SP 26'0" R1 1 9-1/2"BCI®6000s-1.8 SP 14'0" J2 2 9-1/2"BCI®6000s-1.8 SP 14'0" BD1 3 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP 24'0" ——————————t B1 10 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP 14'0" 1 I -- 1 1 BD2 6 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP 10'0" 1 1 1 BK1 BLK 9-1/2" BCI®6000s-1.8 SP 58'0" R2 TL 1-1/8"x 9-1/2" BC RIM BOARDTM OSB 70'0" I U_ I 1 Q Lu I 1 Lu > I 1 1 J m I Q 1 I Notes I I - 1 1 1 I Shop drawings, typical details I and framing plans, outlining I4=4 �� installation procedures and unit 1 ----------------------—------------------- ---- -------------------- - - identification marks, shall be submitted for approval by the 1 I project architect and/or engineer. Exact quantities and lengths are 1 the responsibility of the contractor. I 1 Contractor is to verify all beams 1 and joists at their exact locations. I I R1 The floor system (I-joist, LVL) are designed for floor loads only. Roof loads from rafters, bracing, I and beams must bear on exterior DR10 walls and interior walls with bearing 1 straight through to a footing.Any I i roof loads carried by the floor system 1 must be so indicated on the framing 1 plan submitted to us for take-off. Products to be stored, handled and I - installed in accordance with 1 I)R 1 BK1 manufacturer's recommendations. I I — J1 J1 J1 J1 J1 J1 J1 J1 J71 1 1 1 11 Level_1 1 DR13 Uri 14 I Accessory Schedule I I 1 I Tag Qty Manufacturer Product Description 1 I I I I I 1 1 1 1 B1 J2) B1 3 1 I NOTE: I VERIFY SUPPORT FOR -- 1 POINT LOAD FROM ABOVE I 1 11BKi 1 1 DR12 I 1 �BD2 3 1 II L---—————---------------—---—---——-----------—-----——————----——---- ------------------------- R2 N U 7 � � Q O N r N O M J L THIS PLAN IS A MATERIAL ESTIMATING DRAWING ONLY. M ` d N u) j O i N L THE INTENT OF THIS DRAWING IS ONLY TO PROVIDE SUPPLIMENTAL INFORMATION FOR PROJECT MATERIAL ESTIMATING. MATERIAL RECOMMENDATIONS (THIS PLAN) WILL BE SUBMITTED, ALONG WITH RECOMMENDED DESIGN CALCULATION SHEETS, TO THE PROJECT ARCHITECT, PROJECT ENGINEER, GENERAL CONTRACTOR AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER PLACEMENT AND INSTALLATION. BC FRAMER®3.0 REFER ALL METHODS OF CONSTRUCTION TO ORIGINAL SCALE: 1/4"= V-0" ARCHITECTURAL AND STRUCTURAL DRAWINGS AND NOT THIS PLAN. DATE: 12/30/2011 IT IS THE RESPONSIBILITY OF ALL PARTIES INVOLVED IN THE BY: ERECTION OF THE STRUCTURE TO AQUIRE AND REFER TO ALL Level 1 "HANDLING AND INSTALLATION GUIDELINES" FOR MATERIAL SHOWN FILE: 12039-69 Studley Rd.bcf ON THIS ESTIMATE. 1/4"= 1'-0' DWG: SHEET: 1 /3 Last Saved Date: 1/11/2012 2:54 PM Print Date: 1/11/2012 2:55 PM REVISIONS: BY: LEGEND Bearing Wall Below See Boise literature for joist vertical load capacity. Load bearing wall above BCI Joist Blocking. (stacked over wall below). 2000 lb/ft.vertical load Multiple Member Beams Bearing Note: Minimum 2x6_ _ _ _ _ _ _ _Wall Above / capacity. Side Loaded Connection _ _ _ L _ - _ - _ - _ _ _ _ _ - / bearinglate required P q Joist hanger't 11 3Nail Patternam Boise Rim Joist with 2"flange width & Multiple Member Beams largerseriesjoists. Side Loaded Connection Non-Bearing Wall Below ` 16d common nails. Double&Triple 1-3/4"Versa-Lam 12"o.c. 5/8"dia.Bolt(b) _ See chart Max.Uniform Load Max uniform Load i (lbs.per In.ft.) (lbs.per hn.ft.) Non-Bearing Wall Above Members f 2 rows 3 rows Numbers' 2a^o.c. 12"o.c. s^o.c. _ _ _ _ _ _ _ _ -- ,3a^Versa_Lam Warren L — — — — — ._ — — — — — — 2"min. 2 520 '780 2 560 1120 2240 Post Below Post Above 3(a)� 390 ;585 solispacln� �lt(b) � ' � B°Il(b) 3 420 840 1685 o ® 4(a) nin 745 1495 Trask Versa-Lam® or 21/2 Mn 312°varsaLam- - Company ® L Solid block all posts from Boise Glulam beams 2(a) 1125 22M N/A above to bearing below. (a) Nail pattern for 3 -piece member must occur on both sides. Post Above & Below Staggered a)7"wide members must be loaded from both sides. Nail values may be increased b 15%for snow-load (b)Desi flat washers eas applych hcommon bolts(grade8"di 1 or z) y y Use flat washers each side and drill holes 5/8"dia. roofs and by 25%for non snow roofs where (c)All val ues in the table above may be increased 15%for snow loaded roofs and 25%for non-snow roofs where code allows. building code allows. START FRAMING HERE Level_1 -Al 9-1/2" BCI@ 6000s-1.8 SP 12"OCS III Notes R2 L21 ———————— — 1 —————————————————— ————— _ _ _ _ _ _ _ _ BKi � Shop drawings, typical details ' = I and framing plans, outlining installation procedures and unit identification marks, shall be submitted for approval by the I project architect and/or engineer. BK1 LI 1 Exact quantities and lengths are R1 - the responsibility of the contractor. I Contractor is to verify all beams and joists at their exact locations. i The floor system (1-joist, LVL) are DR10 J2 Level-1 designed for floor loads only. BK1 I'r Framing Schedule- Nominalized Roof loads from rafters, bracing, and beams must bear on exterior I„ Tag Qty Product Length walls and interior walls with bearing B1 10 1-3/4"x 9-1/2"VERSA-LAM@ 2.0 3100 SP 14'0" straight through to a footing.Any - roof loads carried by the floor system BD1 3 1-3/4"x 9-1/2"VERSA-LAM@ 2.0 3100 SP 24'0" must be so indicated on the framing DR11 M BK1 1 1 BD2 6 1-3/4"x 11-7/8"VERSA-LA@ 2.0 3100 SP 10'0" plan submitted to us for take-off. Products to be stored, handled and BD1 3 ` - - - - _ 1 J1 22 9-1/2" BCI@ 6000s-1.8 SP 26'0" installed in accordance with T7. I R2 manufacturer's recommendations. III J2 2 9-1/2" BCI®6000s-1.8 SP 14'0" J1 J1 J1 J1 J1 J1 J1 J1 J11�,11 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 IJ1 11 11 I I I I R1 1 9-1/2" BCI@ 6000s-1.8 SP 14'0" O BK1 I I Lu — DR13 DR14 i = 1 BK1 BLK 9-1/2" BC 10 6000s-1.8 SP 58'0" CO I 1 R2 - I TL 1-1/8"x 9-1/2" BC RIM BOARDTM OSB 70'0" w w o 0 w ~Oww I _ �a- - I I Z Q W LL ' BK1_ 1 w B1 J2) B1 3 61 3 I _ ZNOTE: I I _J m VERIFY SUPPORT FOR Q POINT LOAD FROM ABOVE i - --- — - - I BK1 I I DR12 BD 2 3 1 BD2(3 , 1 t I I _______________________ 1 ---------- ------------------------- Leve 1 1 PRELIMINARY DRAWING 1/4"=V-0" ADDITIONAL STRUCTURAL START FRAMING HERE REVIEW REQUIREDLevel_2-Al 14" BCI@ 90s-2.0 SP -- - -- -_ 12"OCS III DR9 L1 M A--- --------- - - -R1-BK1_ - BD1 2 NOTE: 18" LVL BEAM, SOFFITT MAY BE - - _ ` B3 3 DR5 REQUIRED l r l r l r NOTE: BK1 F F BK1 16" LVL BEAM, SOFFITT MAY BE REQUIRED Level_2 DR3 DR7 Framing Schedule-Nominalized BK1 Tag Qty Product Length t - Level_2 14"BCI@ 90s-2.0 SP 26 0" Accessory Schedule DR1- --- ------ r B2 2 -, DR8 Tag Qty Manufacturer Product } Description 61 8 1-3/4"x 14"VERSA-LAM@ 2.0 3100 SP 26'0" A J2 6 14" BCI@ 90s-2.0 SP 22'0" g _ _ 2 Simpson Strong-Tie, Inc. HGUS7.25/14 BK1 - _B1 4 - � - - - _ B1 4 o B2 4 1-3/4"x 14"VERSA-LAM@ 2.0 3100 SP 14'0" B 4 Simpson Strong-Tie, Inc. HHUS410 Al-1 FRAME JOISTSI@ 12"o.c. B3 3 1-3/4"x 14"VERSA-LAM®2.0 3100 SP 10'0" C 2 Simpson Strong-Tie, Inc. HHUS5.50/10 U IN THIS SECTION B4 4 1-3/4"x 16"VERSA-LAM@ 2.0 3100 SP 26'0" HU414-2 B4 4 B5 4 J1 J1 J1 J1 J1(2)J1 J1 J1 J1 J1 J1 J1 J11 B5 4 1 3/4"x 18"VERSA-LAM@ 2.0 3100 SP 26'0" D 1 Simpson Strong-Tie, Inc. a X do I I E 5 Simpson Strong-Tie,Ti IUS3.56/11.88 -a co H BK1 - oo0° T c o F 6 Sim son Stron Tie, Inc. IUS3.56/14 � M > B �' THIS PLAN IS A MATERIAL ESTIMATING DRAWING ONLY. LB B2 2 —_DR2 BJ - -- - - - I 1 - - - BD1 2 1-3/4 x 18"VERSA-LAM@ 2.0 3100 SP 10'0" P 9- �o _-_____ J2 J2 2 J2 J2 J2 1 T -_1 � o I BK1 BILK 14" BCI@ 90s-2.0 SP 68'0" a THE INTENT OF THIS DRAWING IS ONLY TO PROVIDE SUPPLIMENTAL INFORMATION FOR PROJECT MATERIAL ESTIMATING. DR, DR6 I R1 TL 1 1/8"x 14" BC RIM BOARDTM OSB 56'0" II MATERIAL RECOMMENDATIONS (THIS PLAN) WILL BE SUBMITTED, ALONG WITH RECOMMENDED DESIGN CALCULATION SHEETS, TO THE PROJECT ARCHITECT, PROJECT ENGINEER, GENERAL CONTRACTOR BK1 AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER PLACEMENT AND INSTALLATION. BC FRAMERS 3.0 REFER ALL METHODS OF CONSTRUCTION TO ORIGINAL I BK1- SCALE: 1/4"= V-0" ARCHITECTURAL AND STRUCTURAL DRAWINGS AND NOT THIS PLAN. - _ _ DATE: 12/30/2011 IT IS THE RESPONSIBILITY OF ALL PARTIES INVOLVED IN THE BY: ERECTION OF THE STRUCTURE TO AQUIRE AND REFER TO ALL - -- --- "HANDLING AND INSTALLATION GUIDELINES" FOR MATERIAL SHOWN FILE: 12039-69 Studley Rd.bcf ON THIS ESTIMATE. Level 2 DWG: 1/4"= 1'-0" i SHEET: 1 / 1 ist Saved Date: 1/11/2012 2:54 PM