Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1485 MAIN STREET (COTUIT)
r J I k •l Town of Barnstable Building Department - 200 Main Street sARNSTABLE 9 MASS. , Hyannis, MA 02601 1639. , (508) 862-4038 iOrEo�°i Certificate of Occupancy Application Number: 201106199 CO Number: 20130126 Parcel ID: 017008001 CO Issue Date: 11119113 Location: 1485 MAIN STREET (COTUIT) Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: NORTHEAST CUSTOM BUILDERS, LLC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Buil mg Upvtment Signature Date Signed A TOWN OF BARNSTABLE ■ ®"`"" �'' 2011�oF • BARNSTABLE, Issue Date: 12/05/11 � ' y MASS QpA 1639• Applicant: NORTHEAST CUSTOM BUILDERS `LLC rFG �a Permit Number: B 20112675 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/03/12 Location 1485 MAIN STREET (COTUIT) Zoning District- RV 'Permit Type: NEW SINGLE FAMILY HOME .Map Parcel 017008001 Permit Fee$ `Y 1,887.00 :Contractor NORTHEAST CUSTOM BUILDERS,LLC Village COTUIT App Fee$ m. 100.00 License Num. 103867 Est Construction Cost$ 370,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT NEW HOUSE PER PLANS. 2 BEDROOM,2 1/2 BATH WI H THIS CARD MUST BE KEPT POSTED UNTIL FINAL I GARAGE UNDER INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SNOWDEN,J BAYARD TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1255 LYNNFIELD RD INSPECTION HAS BEEN MADE. SUITE 295 MEMPHIS,TN 38118-5180 Application Entered by: ;RM Building Permit Issued By: W`�� THIS PERi4ITT CONV EYS:NO RIGHT TO OCCUPY'ANY STREET;ALLEY OWSIDEWALK OR ANY"PART THEREOF,EITHER-TEMPORARi.Y OR PERMANENTLY. ENCR rOACHm TS ONPUBLIC PROPERTY;NOI '17 D NDERTH BIL M PPODBYTSPECFICALLYPERM] U BA HE JURISDICTION STREET OR ALLEY GRADES AS WELL-AS DEPTH.4ND LOCATION OF PUBLIG SEWERS'MAY BE OBTA]NED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCF OF'rHIS.PERMIT DOES NOT.RELEASE THE APPLICANT F,ROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION:: RESTRICTIONS:; MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION,WORK: 1.FOUNDATION OR FOOTINGS. + 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. - 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION: a 6. FINAL INSPECTION BEFORE OCCUPANCY: WHERE APPLICABLE;SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING ANI)MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES IOF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).RN j "fix. e ® a; `°'N ;®. , • MR BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS New 2 3 lo 1 Heating Inspection Approvals Engineering Dept "Fire D t 2 Board of Healtb tAll ✓�,I � b . C 16 ��1� t t- I�-5j, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parce19 go l- DO I j Application # �� PA k Health Division Date IssuedCoo I �i Conservation Division S 3- ,y Z � �2ecv 5�1,� Application Fee -e;06 Planning Dept. Nr�4gnob6 --AN It .Io ��.oq.ii Permit Fee, Date Definitive Plan Approved by Planning Board ka- Q(.AN , L.� 41 Historic - OKH Nl�- _ Preservation/Hyannis 0� Project Street Address I5�CS" A;�/A.� 57 Village ea<I I Owner !2/ /2 ��t i w��' �!rt 5 Ir Address 3::�6 6 /�� 4. c. (fo lle, W6w p11 r 76' Telephone Sow Permit Request C' r ee7 p6g as T Square feet: 1 st floor: existing proposed JyFS 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5-;�0 c06 Construction Type mj&o Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family [" Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 3 No On Old King's Highway: ❑Yes YNo Basement Type: ❑ Full ❑ Crawl ❑Walkout C"Other 0 c� Basement Finished Area(sq.ft.) 3 6.5'UAl' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2. Half: existing new 1 Number of Bedrooms: existing Z. new Total Room Count (not including baths): existing new First Floor Room Count S_ Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑Other Central Air: 20S'es ❑ 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 Yhew size _Shed: ❑existing ❑ new size — Other: CD Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes r H'No If yes, site plan review# Current Use & '7`' `' Proposed Use- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ak,Ata,T E.us tor,, ��s. 1�v,. c Lc Telephone Number 56 8-s'ro- a T 7 7_ ALL( License# c��0 3 8 Address 35/ derLw 6 i &4-4A: oa a 90K Home Improvement Contractor# /.&Z& � Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ,TyZ20 11 4 :4 FOR OFFICIAL USE ONLY I - - APPLICATION# ' DATE ISSUED MAP/PARCEL NO. _ F ADDRESS VILLAGE OWNER DATE OF INSPECTION:.: aS FOUNDATION'6s c�r /� . � FRAME sk o!� Y ►r »�. �� Iz.R11K�!/ INSULATION'. FIREPLACE Z3 /zag`i=t ELECTRICAL: ROUGH., FINAL PLUMBING: ROUGH FINAL GAS: +: ROUGH FINAL FINAL BUILDING lI � - ' e� I ! 01 4lo a .DATE CLOSED OUT � ASSOCIATION PLAN NO. r `OpiHETp��� Town of Barnstable , + BARNS.1;0; , Regulatory Services 9 MASS. �pTEOMA,a. Building Division 200 Main Street,Hyannis,MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspectiont-- Location 3 7 Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. TT e following items need correcting: �=( ►� ` S�t�PS hn�5_ 1 G V),�/J DgAv 6UiA 2►�ZAT-1.. GU 1��z p5 IM-rssL & 1-t2 b m sL2.tEO Poy u4 S IF,AL-fib GN5k-C rtb ��,o,2s rr SS o�CU e N F.i2t 1't JaC. FP-o r-. E LlrcT P-T C PA-N e k- (=()Ay,. - J,,5aL A/ poi j,-� NC N EB tkc--r 7]E-5T P E5txL,- "S Please call: 508-862-4038 for re-inspection. Inspected by Date U Home Energy Ra.teYS LLC $Torrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address -1485 Main Street Cotuit, MA 02635 Date - May 11, 2012 Contractor— Northeast Builders Test Type - Rough In - Total Leakage-includes Air Handler/Furnace Conditioned floor area = 1850 Sq Ft. (Area' Served) To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 111 CFM (1850/100x6= 111) Duct leakage tested = 108 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 5.84% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC The Conttrcon�veaXth ofMassachusetts Department oflrndustrialAccidents Office of lnvestigations 600 Washingfon Street Boston,AM 02111 wfvw.mass.gov/dict Workers"Compezisati Affidavit:on fmsur=ce Aavit: Builders/Contractors/Electridans/Plumbers ApplicantInformation p .Please Print Legfbly Name(Businesdorgmization/Individual): k lo,r L,_ I' -Address: 5r.,or City/State/Zip: _j fe• 4 G7-3 Z. Phone.#:' T'®8--� �a" vs � z Are ou an employer? Check the appropriate bog: :Type of project(required):, 1:[ I am a employer with G 4 0 I am,a general coptiaotor and I r * have hired fhe sub-contractors 6. ❑New construction . employees (full�d/or part-time). Remode 2:❑ I am a'sole proprietor or partner- listed on the'attacbed sheet 7 0 . ship andhave no croploy-ecs These sub-contractors have g• Q Demolition employee, and have workers' in an ca aci B'ui3din• addition or me 9.fo r g• 'w t3'• g Y P comp, m.cnrance• [No workers comp.Msura nee " - 10.❑ElDctrical re airs or additions red] 5. [] We are a corporation and its requi p 3.0 I am.r homeowner doing till work . officers have exercised their I LEI Plutabmg repairs or additions ' right of exemption MGL myself.[No workers comp. • IZ,[]Roof repairs Insurancb.required,]t �. 152,-§1(4), and we have no o workers' 13.0 Other ' employers. �. - comp.insurance rcquiied.] *Any applicant that checks box#1 must also fill dut the section below showing their workers'compensation polioyfi fommation. r f Eiomeowoers,wha subrnit$ris affidavit indicating they are doing all work and tlien hire outside contractors irrug submit anew affidavit indicating such. , $Contractors that check this box n tt attached an additionalaheet showing the name of the pub-contractors and state whether ornotthose entities have employees. If the sub=contractma hale employees,thoyrra st praild4 their workers'comp.poHdy number. X am an employerihirt*isprovidfrig workers'compensation insurance for my employees.-Below is thepolicy andjob site-' Information. Insurance CompanyNaSne: or: » ' Policy#or Self-ins.-Lie.#: Expiration D ate: r sob Site Address: /Y�#" �"�"; t�4� Gad. % .' City/Statemp: �•� °'-;q Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Fmjure,to secure_coverage as required under Section 25A of MGL-c. 152 can lead to the impositiort of criminal-penaldcs of a fine tip to $1,500.00 and/or and-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 bb forwarded to the-Office of' Investigations of the DIA for ce covers e verJfication I do hereby certify under the palns•andpenalties ofperjury that the information prgvided above is true and correct. . • .. ..Date• it �! 'Zci c /. Phone CT 7 Z Official use only. Do not write in this area, tb be completed by city or to official. City or town: ' M ,Perm-it/License ff. Issuing Authority(dTele one): A.Board of Health 2,BufldingDepartment 3, City/Town CIark 4,Electrical Inspector 5,Plumbing Inspector 6. Other ' Contact Person: _ Phone#: 11/04/2011 09:37 5084209227 MARK W SYLVIA PAGE 01 '4 0 CERTIFICATE DATE(MMIDDmmr) OF .LIABILITY INSURANCE „/D4/2D1, THIS CERTIFICATE 13 ISSUED A8 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(leg)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 andorsemen s , PRODUCER CONTACT Mark Sylvia Insurance Agency •M E O771 Mein Street PH FAX 508428.040p A .9227AI N, $) 4 Osterville.MA 02855 PR DucER ark marksylviainsuranCe.com CLISMME a: r3351 URED INSURER ti AFFORDING COVERAGE NAIL a rtheast custom Builders,LLC INSURER A: Farm Family Casualty Insurence . Cherry Slreel INsuRERB _dgewater,MA D2324 INSURER 0: INSURER 0. — INSURER E COVERAGES CERTIFICATE NUMBER: tN iURER THIS IS TO CERTIFY THAT THE POLICIES REVISION NUMBER: INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INS INDICATED. NOTWITHSTANDING ANY REQUU IREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS URANCE 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. IN R _LbIR_ TYPE OF INSURANCE POLIC FF POLI XP - POtIGYNUMBER M A GENERAL LIABILITY LIMITS 20D1XU724 � '� - 11/1/2D11 ��11/112D1Q - EACH OCCURRENCE s 1,000.000 X COMMERCWI,(iENERAL LABILITY -- -- CLAIMS-MADE ❑X OCCUR PR�IIQES Ee ocour n S 50,000 MED EXP(AnY one pendrt) $ _ 5.000. PERSONAL 6 ADV INJURY 3 • GENERAL AGGREGATE 3 2,ODO,p00 GEN'L AGGREGATE LIMIT APPLIES PER: - X POLICY PRO. LOC •• A PRODUCTS-COMP/OP AGG 'S 2.000.000 AUTOMOBILE LIABILITY - - - - S COMBINED SINGLE,LIMIT ANY AUTO (Ea eccidanl) E ALL OWNED AUTOS BODILY INJURY(Pei person) S SCHEDULED AUTOS 00DILY INJURY(Per accldenq S HIRED AUT06 PROPERTY DAMAGE •• (Per ACClderlk) $ NON-OWNED AUTOS. UM6RELLA LIAO OCCUR - EXCESS LIAa RE EACH EACH OCCURgFNCE S AGGREGATE ; DEDUCTIBLE • � . • _ RETF,NTION 3 A WORKERS COMPENSATION 200lMS52 2/28/2011 2/2812D12 WCSTATU- OTH• S AND EMPLOYERS'LIABILITY _ X ANY PROPRIETORIPARTNERIEXECUTIVE Y I N T.Oft)LI,ItaIIS OFFICER/MF,MaEREXCI,VDED7 NIA E.L EACH @ 1,DOD,Ot)0 (Mandnlory In NMI _ DESCI s.describe under E.L.DISEASE-EA.EMPLOYEE 8 1,000.Ct)0 RIPTION OF OPERATIONS below. - a L.DISEASE•POLICY LIMIT a 1 000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VENICLES(Attach AC0140101,AddlNegal Remarks Schedule,It more specs to nfqulFad) Carpentry Joseph Ricci is not CDvered under the Workers Compensation policy, CERTIFICATE HOLDER CANCELLATION RMR Nominee Trust SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED,BEFORE Colu Main Str®etIt,MA 02635 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN OtU ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE RD CORPORATION l right®reserved. ACORD 25(2009/09) The ACORD name and logo are regletered marks o AC RD . Al [UC&IJ *SURETY BONDS* UNITED CASUALTY AND SURETY INSURANCE COMPANY LICENSE AND PERMIT BOND For County, City, Town or Village Only. Not Valid for Contract,Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN,BY THESE PRESENTS: BOND NO: 002321 That we, Northeast Custom Builders, LLC, 351 Cherry Street, Bridgewater, MA 02324, as Principal, and UNITED CASUALTY AND SURETY INSURANCE COMPANY, a corporation duly licensed to do business in the State of Massachusetts, as Surety, are held and firmly bound unto the Town of Barnstable, Building Dept., 200 Main Street, Hyannis, MA 02601, as Obligee, in the amount of One Thousand Dollars and 00/100 ($1,000.00); lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed and/or issued a permit for the purpose of opening and/or occupying a public way located at 1485 Main Street, Cotuit, MA by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances (including all amendments), pertaining to the license or permit, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 7th day of November, 2011, and ending on the 7th day of November, 2012, unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal, in care of the Obligee or at such other addresses the Surety deems reasonable, and at the expiration of thirty-five days(35)days from the mailing of notice or as soon thereafter as permitted by applicable law, whichever is later, this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 7th day of November, 2011 Northeast Custom Builders, LLC Principal Witnessed UNITED C S9B6M_A ANDRETY INSURANCE PAN By Todd S. Ca -in-Fact 170 Milk Stre109 * 617-542-3232 E &s Power No;002321 UNITED CASUALTY AND SURETY INSURANCE COMPANY . BOSTON,MASSACHUSETTS POWER OF ATTORNEY --- KNOW ALL MEN BY THESE PRESENTS: That UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation of the Commonwealth of Massachusetts,does hereby make,constitute and appoint t Todd S.Carrigan its true and lawful Attorney-in-Fact,with full power and authority,for and on behalf of the Company as surety,to execute and deliver and affix the seal of the Company thereto,if a seal is required,bonds,undertakings,recognizances,consents of surety or other written obligations in the nature thereof,as follows: Any and all bonds,undertakings,recognizances,consents of surety or other written obligations in the nature thereof and to bind UNITED CASUALTY AND SURETY INSURANCE COMPANY,thereby,and all of the acts of said Attorney-in-Fact pursuant to these presents,are hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by authority of the following Resolutions adopted by the Board of Directors of UNITED CASUALTYAND SURETY INSURANCE COMPANY at a meeting duly called and held on the I"day of July, 1993 which Resolutions are now in full force and effect: Resolved that the President,Treasurer,or secretary be and they are hereby authorized and empowered to appoint Artomeys-in-Fact of the Company,in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the t aturethemot with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Officers of the Company in their own proper persons. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of UNITED CASUALTYAND SURETY INSURANCE COMPANY,at a meeting duly called and held on the V day of July,1993: That the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking,recognizance or other written obligation in the nature thereof:such signature and seal,when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,UNITED CASUALTY AND SURETY INSURANCE COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 14th day of July,2010. UNITED CASU AND SURETY INSURANCE COMPANY Todd S.Carrigan,Pre Commonwealth of Massachusetts,County of Suffolk ss: On this 14th day of July in the year 2010 before me personally came Todd S.Carrigan tome known,who,being by me dilly sworn,did depose and say:that he resides in the Commonwealth of Massachusetts;that he is President of UNITED CASUALTY AND SURETY INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he signed his name thereto by the above quoted authority;that he knows the seal of said corporation;that said seal affixed to said instrument is such corporate seal,and that it was so affixed by authority of his office under the by-laws of said corporation Catdin L.Flanagan y, Notary Public Commonwealth of Massachusetts My Commission Expires Notary Public 05/14/2016 1,Timothy M..Carrigan,Treasurer of UNITED.CASUALTY AND SURETY INSURANCE COMPANY,certify that the foregoing power of attorney, and the above quoted Resolutions of the Board of Directors of July 1, 1993 have not been abridged or revoked and are now in full force and effect. Signed and sealed by its proper officer and its corporate seal to be hereunto affixed this day, 7 th day of November, 2011 oC Timothy M.Carrig T asurer TO CONFIRM AUTHENTICITY OF THIS BOND OR DOCUMENT CALL(800) 829-2663 f r Kan't Kopy°Kf f Kan't Kopy Kt Security Paper Security Paper I � • Hidden Pantograph r (( Hidden Pantograph • Color Match t Color Match • Artificial Watermark • Artificial Watermark • Anti-Copy Coin Rub Anti-Copy Coin Rub • Erasure Protection • Erasure Protection • Security Features Box • Security Features Box • Microprint Protection • Microprint Protection • Acid Free • Acid Free j r Kan't Kopy Kt ! Kan't Kopy Kf Security Paper r Security Paper 1 r • Hidden Pantograph l Hidden Pantograph • Color Match Color Match • Artificial Watermark Artificial Watermark • Anti-Copy Coin Rub i Anti-Copy Coin Rub iErasure Protection Erasure Protection • Security Features Box Security Features Box , • Microprint Protection Microprint Protection ` Acid Free € Acid Free i �oFIME) � Town of Barnstable BARNSTABLE. • Regulatory Services t6y9• �0 Building Division p)FD MA'S a 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location/`� 119-Z r , c 7, Permit Number Owner s'`�6 � Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: t air /!,{s n rt -710 Please call: 5"0"8--862�-4Mf_or re-inspection. Inspected by Date �� l ( Z CB/DH'\ \ Fnd 'oo ASSESSORS REF.: �p• h;,o� v Map 17, Parcel 18-1 cyf y F LC B I'\ S6�g 4 c3ch8 Fnd 2' C ° Po r ZONE: m 7p 7S6°0 - F F RF (RPOD) o Area (min.) 87,120 SF 79QSg SQ, Frontage (min) 150' S)• N Setbacks: Fron t 30' U l Side 15' Rear 15' 0 Lot 16 162,275±SF Totol 11,170±SF wetland REFERENCES: 151,105±SF Upland LC Certificate # 50614 mo 3.47±Ac (sf=17.3) LC Certificate 814.31 3 I LCC 19680 r FLOOD ZONE: New Concrete zone C / FOUndatlon Community Panel No. #250001 0022D July 2, 1992 CB7cen/ 1 Fn d Q, 2 91.6' ell N� y� 16 7.6' o o N � oa3Z ct 0 0 00 m a y V rn SB/DH 1 \ c� o Fnd Wetland-Area - N�^ 313.8'1 \ . j FA�1(Z'ne y y y l certify that the foundation /r shown hereon conforms to the setback requirements of NQ / the Zoning Bylaws of the town of Barnstable. \ eRe. L=127.07 LCB Fnd. R=451.37 SLI rFnd58 52 eet 7 49 4o W� RICHARD R. • S2 �] VHEUREUX NO. 34312 CB/DH Fnd PLOT PLAN At Main Street BARNSTABLE NOTES: (cote►t) MASS. 1.) The foundation shown was located on the ground DATE: 10/JAN/12 SCALE:1"-80' by conventional survey methods on 05/JAN/12 0 20 40 60 80 120 160FEET 2.) The property line information shown hereon was PREPARED FOR: compiled from available record information. RMR Nominee Trust 3.) This plan is not for recording and is not to be J. Bayard Snowden Tr. used for construction layout or deed description purposes.• PREPARED BY: CapeSury 7 Porker Road Osterville MA 02655 DWG #: C334_1G1 FIELD BY:RRL/WHK (508) 420-3994 / 420-3995fox Commonwealth of Massachusetts Sheet Metal Permit A' ,e - ri , Map Parcel 1909001 Date: 2- Permit'# � Estimated Job Cost: $ �� Pernut Fee. - - h Plans Submitted: YES NO ✓' Plans Reviewed: YES * NO Business License# /0 / Applicant License# Business Information: Property Owner/Job Location Inforriiation:` Name: �� A 7- Y(OA f/7 Name: O / Street: [ i 8 Street: �_. '1'I�i�➢ j City/Town: CSC I�J'i't City/Town: , I Telephone: Telephone:. Photo I.D. required/Copy of Photo I.D. attached: YES V NO Staff Initial J-1 41r estricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to I0;000 sq.ft. /2=stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail f Industrial Educational, -< Fire Dept. Approval Institutional Other' Square Footage: under 10,000 sq. ft. ✓ over 10,000 tlsq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC ✓ Metal Watershed Roofmg Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: � f L 7- 648 rod�"Ni f 4fc°6iP ti ` J' NSURANCE COVERAGE: ' 1 have a current liability insurance policy or its equivalent which meets the,requirements of M.G.L.Ch.112 Yes No ❑ f you have checked YM, indicate the type of coverage by checking the appropriate box below: k liability insurance policy ❑ Other type of indemnity ❑ Bond El )WNER'S INSURANCE WAIVER:. I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the dassachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Own r'or Owner's Agent;; + '<` �, 4 `` ' �► # -tk1 ly checking this box[:],I hereby certify that all of the det%ails and information I have submitted(or entered),regarding this application are true and ccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be i compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws_. t Duct inspection required prior toSinsulation installation: YES' NO Progress Inspections Date Comments F Final Inspection � r Date Comments Type of License: .y ' S/Master ' itle ❑ Master-Restricted ityrfown VI _ _• s ` ' �. ^� ❑Joumeyperson Signature of Licensee ❑Journeyperson-Restricted License Number: ty ❑ Check at www.mass.govldnl spector Signature of Permit Approval The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 1+e! . , Pl. Address: Z City/State/Zip: 64 kit in �e k44A' c 2—M Phone#: tl Are on an employer? Check th appropriate box: Type of project(required): 1. I am a employer with 1 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, 0 Demolition working for me in any capacity. employees and have workers' insurance. 9. ❑Building addition coinP• [No workers' comp. insurance required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I LF1 Plumbing repairs or additions myself. [No workers'.comp. right of exemption per MGL • 12.❑Roof repairs insurance required.] t 6. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: t�. /7 %r h J I qr e P ra Policy#or Self-ins.Lic.#:_ / �, l g,I.,� Expiration Date: Job Site Address: / �+ ��1'. J1— City/State/Zip:_ �� �✓/e Nal— 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 cer ' nder the pains and penalties of perjury that the information provided above is true and correct Si ature: L Z Date: 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#: e Town of Barnstable RegulatoryServic es miss �g Thomas F.Gener,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 026o 1 ¢ www-town.barnstable.ma.us d Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Musi Complete arid Sign This Section ;y If Using'`A Builder as Ownet of the subject property hereby authorize .. .. _ . . to act on nay behalf, in all matters teladVe to work authotized by this building permit (Address of job) Pool fences and alarms are`ttie res onsibili of t p . ty he applicant. Pools are not to be filled Before fence is`'installed and pools are not to be utilised until all final inspections are" erforrned and accepted. UZJ� S, e of Owner i. Signature of A Iicant PP- Print Natne Print Natae *' Date WORM&OWNERPERMISSIONPOOIS „ Town of Barnstable Regulatory Services iazuvsr.�er,E, « Thomas F.Geiler,Director 16.19.A1� •coBuilding Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 50 -8 790 623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 'ci /town'.. 'e" 0 t r`- r r r tY -,! state � y,,. ,L,!'; 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 posse'ss'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'. ,SBch "homeowner"shall submit to the Building Official on a foHnIacceptiLble 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 r t Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states.that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages'a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. i Q:forms:homeexempt i 1 UP C l A ST UNR,ESTIR DE' F 1 N a a.. • r 08/06/2031 03:43 #0712 P. 001/001 gruuusear,aauvssum%avu Rooms Name RMR NOMINEE Click on room label to edit TRUST' Location 1485 MAIN ST. Label Exterior height floor COTUIT Wall sq. Length & Upper design 91 Room#1 54.5 10.5 358 temp. GREAT RM Lower design -10 temp. Room#2 kitchen 22.5 10.5 24$ -DINE Room temp, 71` ' Room#3 12' $.S 100 Leeway as % 10 • BATH/PANTRY Number of 5 a@400 Room.#4 BACK 26 8.5 168 people BED Ground temp. 50 Room 6 Cooling air 50 #SENTRY Warming air -120 HALL Room 96 mast 57 S.5 4$0 4 suite Room#7 70 9 300 ' FUTURE BED Calculation Bililding booms Gain BTU 43105 Label Gain Gain Loss Loss Base Laiss_B't'[T S 1498 BTU CFM BTU C M 'Board Gain CMW 1436 Room#1 133'89 446 16613 314. 29 Loss CFl1 1162 GREAT RM Base Board 109 Room 92 kitchen 6743 225 9485 i 79 7 -DINE Tonnage, 3.6: '� Room#3 914 34 2$29 53 5 BATH/PANTRY Room #4 BACK 3489 116 5756 I09 10 BED ROOM 3487 116 4739 90 91 #SENTRY 14A LL Room#6 mast 10073 336 14129 267 25 suite Room#7 3010 100 7947 150 14 FUTURE BED CERTIFICATE OF LIA �1ORaD,� BILITY INSURANCE 11 02/2011 PRoolaaER (781) 344-8578 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE C.L. Hollis InOurancs AgOnCY, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 27 Glen StreetALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Stoughton HA 02072— INSURERS AFFORDING COVERAGE NAIC E IMBURW INSURER A CNA DRT HSATINc; 6 AIR CONDITTONING DBA INSURER B:TWIN CITY FIRE P.O. BOX 666 INSUR R c:VALLEY FORCE D: BUS24M BAY MA 02532- INS R RE C V RA EES THE POLICIES OF INSURANCE LISTED 9ELOW.HAVE BEEN ISSUED TO THEE 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 THIN-POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS.OF SUCH POLICIES. AG REBATE LIMITS SHOWN MAY FY1Vtr BEEN REDUCED BY PAID CLAIMS. I PLIOY NUYBR PoLlwADWEPDATE N LIMITS ? ROFIN9URAOf DATE MID MMIDW" A OBNERALLIA ILITY 4017719112 09/12/2011 09/12/2012 EACH OCCURRENCE I 1,000,000 X RCLALGENE'�v3 L.�IABILm DAI+IA M1l 8t' RE D 300,000 p� R S e o .ca i CLAINIB MADE OCCUR / / / / MED EXP OIM M!2 6 10,000 PERSONAL ADV I i 1,000,000 i 2,000,000 2000,000 GENT.AGGRE+LI►TE LIMIT APPLIES P6R: D LOP i , T POLICY M a 0 LOC C AUYOMOBILELIABILITY 4016640007 05/04/2011 05/04/2012 COMBINED SINGLELMNR' 3 1,000,000. ANY AUTO (Ea acdde(t). ALL OVVN6D AUT03 �; / / / / 80DILY INJURY i X SCHEDULEDAUTo6 Pt IParPwvun1 X HIRED A1a108 BODILY INJURY - _ (ParsradetN) i X NONDNTIEDAIJi08 PROPERTY DAMAGE (Pat sca: mo : . OARAOE LLABILIIY AUTO ONLY-EA ACCIDENT i ANY AUTO / / / / OTHER TKAN FA ACC i AUTO ONLY: AGQ i BIU%l8ERE10RALA LIAIIIIII.M .'` / / / / AOCCURRENCES OCCUR ❑CLAMMADE aGfi =- I DEDUOTIBL6 / / / / i Nn _ B WORIMSCOMrrISATIDNAMC OOWZCTK6373 09/13/2011 09/13/2012 X I TOyrRvinirr BYPLOYOW LIABILITY ANY PROPRIBTORIPARTNER MCUTNff _ E.L.EACH ACCI NT $ 5001000 OFFICERANEM06R EXCWDED7 Y / / / / E.L DISEASE-EA ELAPLOYEE S 500,000 6 ya.d suft undiv PECIAL PROM ION8 bgDY G.L.DISEASE-PO 1CY LIMIT I 500,000 OTHER IT DESCRIPTION OP OVERATIOM81l.OLSA710NONlMNxEBfi7LCL�IOMf!ADDED SY E91tDORAIYBNTAL PRONI910N8 CERTIFICATE HOLDER CANCELLATION ` (508) 564-9595 " ' (SOB) 795-6230 SHOULD ANY OF THE ABOVE ORWRIGED POLICIES BE CANCELLED BEPORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER HALL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT TOWN OF BARNSTABLE FAILURE TO DO 80 SHALL IMPWE NO OBLi0AnOW OR LIA/ILIAY Of ANY RIND UPON THE BARNSTABLZ BUILDING DEBT INWWL 110A4e10ITSORRBPR23ENTATIVEB. 200 LAIN ST AUTH0RIZW REIRE9ENTATIVE HYANNIS NA 02601- ACORD 25(2001M) ®ACORD CORPORATION 1288 IN802S(o+oiaoe Pap.I of 2 r r d. - � � �rl� �• o^w„�a o a+a��.rra•a ar°'�t a�.�� s� .o E • � - - I n� ���� �L Oc4 �-P/� /`fit � �• "'. ' I5T FLOOR F N SH NO� �� R .e. v 1 �V � 1�. � oo ' - y K•' � • y• - a• .,` 1 -ai,00woon T.m m•aow m ar•Tav v Ir $ _ • :i .. .F - y - BATHROOM FINISH NOTES:' .. ♦♦ u-rJL . c a .:5......_ >.-:i—.-.«- -.-•+e---ea•".-....—+^-'��. ,.,—�._a... _ _�+r ' p STAIR xeINISH NOTES r 'S KITCH EN NO ES - 0pC �.. _•_•,,,._, �/` _.._ - � e 4:;. .r"."".,-s..�."""-..°Y- :.�4.twt'84S"� N .ES::SIk.�.e...� IL (j) - w 7Re y: _ M 4 U h� f G..l _- i � eeaRoon __...-.�- •'7r W I1J IA n ,E 4 diYpl ����-ft,lJ��Ifi_:', '�� -*.. F� -.1 �I�{ Itii :�.Tr_�2N1 �C 'd@S� < s * �r4` x • +R _PATIO NOTE w W ..� WP ,l) OOn r { t awc° o z a R?A.R � -_T� Y'� � t i 1" .. -. - _ � O Q•.g .Q Z .s S,°r`keei, 'N•°1NI -= B .� S�� 'f1Y� `w `((# a 4 - - _ w � ,U 4 �I 1 I i t ,�#� '• } ..R —.t ,• o o� �, ,o�„ t �1 T� I I; � ,. � x i �tfl�l r7�� .. �P _ - Ffi�ttl•,x fl. - - a x 'w� _l t 11-nx 1' De4 tl. 4 oN . Al ss c _B - o„e Co Ti e� " s Ill 1 .� v $�P B.gb fig �' g r •. C KA—s ��/ �g55gp��gnQa , �i°_.. . S'. . ` iNeANTONE SCAP=CONY�ACTOR 'd �� ' ..s. R'O- s J y � .R i . •S' y8 kg� - • } I r.IL RENSION e a J _ n-J: NAON a J, , , t ,. • . . .r, - ' - v - -• R` 'T �. ' RA TIC1. WWi ] - . y • , ._� � .. .. - ?f_ - aF. `..,� SCnLC:u me FIRST FLOOR PLANA- • - ac..e.✓r.,b IAA 8 5 S� r w w FOW a PLAN to Al I J • Y G NERAL NOT--,,,�^ ��� '" 4, rx.nl Au.Raol wu•w.u.awoo Rrm• +�_........-.�4.� iF _ L - �o a�� Cool Pd - i. - 1 - - . ],'-<' r � 12'-2• 3,vT 10'B V]• 10' O'er_. 2 9 9 O ] IF i ro O' li.-w�� .w•.- R... __ • a s r uj I' , All w u q rQ w W IV LLI ` I �" is - `e t " Srd�S�boF'o�� 1 I�' I - � - • � • � � N N - tort rno 1i ♦M a 5, - - I _/1 O'^_ I � l7 � z d m - • i • G 4 LE �. S • - dd E d - i ✓ j„w n -_ h Q - FONOiFBE T:NGB OT OO��B�G m . - y .. • I I s.oa AE —I/�\ _ e ggp 1 4pp �. r 1 i .Q � � Q • ` �g�gs4A. v�ee 59d9$ p BASEMENT/ GARAGE FLOOR PLAN - - RLt,51oN _o w E - - - - - i r • - 9�A FOR N0.:12•JO ' IILC NO«10-EO BASEMWT PLAN LENNOX PRODUCT CATALOG R-410A SEER-Up to 14.0 1.5to5Tons Page 13 Januar 2012 Supersed s July 011 Refrigerant System Scroll Compressor Non-chlorine,ozone friendly, R-410A See AHRI Ratings Supplement refrigerant. Units applicable to expansion valve systems or RFC systems when See page 16 matched with specific indoor coils Copper tube construction with Cabinet enhanced ripple-edged aluminum - Mounting Base fins. - Unit Stand-Off Kit Fully serviceable brass service Compressor valves. • Compressor Crankcase Heater Liquid line drier shipped with unit • Compressor Hard Start Kit High Pressure Switch - Compressor Low Ambient Cut-Off Totally enclosed,direct drive-outdoor - Compressor Sound Cover fan motor with sleeve bearings. - Compressor Time-Off Control Louvered steel top fan guard. Controls Cabinet • Freezestat Heavy-gauge galvanized steel • Indoor Blower Off Delay Relay cabinet with powder paint finish.. - Low Ambient Kit Steel louvered panels provide ` ,< • Loss of Charge Switch Kit complete coil protection • Thermostat Compressor.-five years Refrigerant System Comer patch plate allows access to All covered components-five ears compressor. p y Expansion Valve Kits Refer to Lennox Equipment Limited • Refrigerant Line Kits Warranty certificate included with equipment for details Model No. A B 13ACX-018 25-1/4 24-1/4 A 13ACX-024 (616) (616) 13ACX-030 29-1/4 24-1/4 13ACX-036 (743) (616) 13ACX-042 29-1/4 28-1/4 (743) (718) 13ACX-048-. 37-1/4 28-1/4 (946) (718) 13ACX-060 33-1/4 28-1/4 (845) (718) NOTE-Due to Lennox'ongoing commitment to quality,Specifications,Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. 02012 Lennox Industries Inc. Product Catalog-Air Conditioners • � Page 14 January 2012 Supersedes July 2011 General Model No. 13ACX- 13ACX- 13ACX- 13ACX- 13ACX- 13ACX- 13ACX- Data 018 024 036 036 042 048 060 Nominal Tonnage 1.5 2 2.5 3 3.5 4 5 Sound Rating Number(dB) 76 76 76 76 80 80 80 Connections Liquid line o.d.-in. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 (sweat) Suction line o.d.-in. 3/4 3/4 3/4 7/8 7/8 7/8 1-1/8 Y Refrigerant(R-410A)furnished 3 lbs. 13 oz., 4 lbs.6 oz. 4 lbs.4 oz. 5 lbs.9 oz. 6 lbs.6 oz. 7 lbs.8 oz. 10 lbs.0 oz. Outdoor Diameter-in. 18 18 18 18 22 22' 22 Fan Number of blades 3 3 4 4 4 4 4 Motor hp 1/10 1/10 1/5 1/5 1/4 1/4 1/4 Shipping Data lbs.-1 package 138 138 144 151 188 205 232 Line voltage data-60 hz-1 ph 208/230V 208/230V 208/230V . 208/230V 208/230V 208/230V 208/230V 3 Maximum overcurrent protection(amps) 20 30 30 35. 40 50` 60 ' Minimum circuit ampacity 12 17.5 18.7 21.9 25.3 28.9 34.6 Compressor-Rated load amps 9.0 .. 13.4 14.1 16.6 28.8 21.8 26.3 Condenser Fan Motor-Full load amps 0.7 O.T 1.1 1.1 �-1.7 1.7 1.7 NOTE—Extremes of operating range are plus 10%and minus'5%of line voltage: 1 Sound Rating Number rated in accordance with test conditions included in AHRI Standard 270. 2 Refrigerant charge sufficient for 15 ft.length of refrigerant lines. HACR type circuit breaker or fuse. Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements _ i onal 1 . , O QI ' Unitary Small HP ® ® C us REGISTERED AHRI Standard ' " © 118TEf' �/MfMBfBCOMPAB!' QUALITY SYSTEMS Intertek NOTE—Due to Lennox'ongoing commitment to quality,Specifications,Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal Injury. Installation and service must be performed by a qualified installer and servicing agency. ©2012 Lennox Industries Inc. I IN LENNOX PRODUCT CATALOG Upflow/Horizontal -High Efficiency Blower Motor Direct/Non-Direct Vent AFUE -95%-Input-44,000 to 132,000 Btuh Page 19 January 2012 ' y ' Supersedes July 2011 Heating System Lennox Duralok Plus'Aluminized Steel Heat Exchanger Assembly See page 23 Aluminized Steel Inshot Burners Cabinet Gas Control Valve with 100% Safety • Condensate Kits Shutoff • Condensate.Drain Heat Cable Kits Flame Rollout Switches - Crawl Space Vent Drain Kit Hot Surface Ignitor • Horizontal Suspension Kit Combustion Air Inducer • Return Air Base Limit Control Controls Direct Vent/Non-Direct Vent Blower Motor Relay Kit Direct Vent-combustion air supplied • Thermostat. from outdoors Filter Kits Non-Direct Vent-combustion air • Air Filter and Rack Kits supplied from indoors Gas Heating Controls • Gas Conversion Kits Integrated Furnace'Control • High Altitude Orifice Kits 24 Volt Transformer • High Altitude Pressure Switch Kits Field Wiring Make-up Box'' • Termination Kits Blower Service Kits High Efficiency Constant Torque • Night Service Kit Blower Motor Heat Exchanger-lifetime • Safety Service Kit Cabinet All other covered components- Upflow, downflow, horizontal-left or five years horizontal-right applications without Refer to Lennox Equipment Limited any internal modifications to the unit. Warranty certificate included with Pre-painted cabinet finish- equipment for details Fully insulated cabinet with foil-faced insulation on sides and back of 19-7/16 B heating compartment and mat-faced (494) insulation in blower compartment. Coil Match-up Furnace Width "B" "C "D" All furnaces match C33 and CX34 A Dimension 17-1/2 21 24-1/2 ® FLOW 14 (838 446 533 622 ) cased upflow indoor coils and CH33 16-3/8 19-7/8 23-3/8 (356) horizontal indoor coils with same B Dimension 416 454 546 letter designation in model number. Bottom Width 16 19-1/2 23 �> return 406 495 584 23 Depth 23-1/2 23-1/2 23-1/2 �(584) /L 597 597 597 I � *29-3/4 'Includes A�(743) . door NOTE—Due to Lennox'ongoing commitment to quality,Specifications,Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. ©2012 Lennox Industries Inc. Product Catalog-Gas Furnaces • Page 20 January 2012 Supersedes July 2011 Gas Model No. EL195UH045XE36B EL195UH070XE36B EL195UH09OXE48C Heating ' Performance 'AFUE 95%_ 95% 95% Input-Btuh 44,000 66,000 88,000 Output-Btuh 42,000 63,000 84,000 Temperature rise range-OF 25-55 40-70 40-70 Gas Manifold Pressure(in.w.g.) 3.5/10 3.5/10 3.5/10 Nat.Gas/LPG/Propane 0 High static-in.w. . 0.5 0.5 0.5 Connections Intake/Exhaust Pipe(PVC) 2/2 .2/2 2/2 in. Gas pipe size IPS 1/2 1/2 1/2 Condensate Drain Trap(PVC pipe)-i.d. 1/2 1/2 1/2 y with furnished 900 street elbow 1/2 slip x 1/2 Mipt 1/2 slip x 1/2 Mipt 1/2 slip x 1/2 Mipt with field supplied(PVC coupling)-o.d: 1/2 slip x 1/2 Npt 1/2 slip x 1/2 Npt 1/2 slip x 1/2 Npt Indoor Wheel nom.dia.x width-in. 10 x 8 10 x 8 10 x 10 Blower Motor output.-hp 1/2 1/2 3/4 Tons of add-on cooling 1.5-3 1.5-3 2.5-4 Air Volume Range-cfm 520-1345 . 550-1380 760-1740 Electrical Data . Voltage 120 volts-60 hertz-1 phase ` Blower motor full load amps . .6.8 6.8 8.4 Maximum overcurrent protection 12 12 12 Shipping Data lbs.-1 package _ 129 136 160 T NOTE-Filters and provisions for mounting are not furnished and must be field provided: 'Annual Fuel utilization Efficiency based on DOE test procedures and according to FTC labeling regulations.Isolated combustion system rating for non-weatherized furnaces. Gas Model No. EL195UH11OXE60C EL195UH135XE60D Heating AFUE 95% 95% Performance Input-Btuh 110,000 132,000 Output-Btuh 105,000 126,000 Temperature rise range-OF 40-70 45-75 Gas Manifold Pressure(in.w.g.) 3.5/10 3.5/10 Nat. Gas/LPG/Propane High static-in.w. . 0.5 0.5 Connections Intake/Exhaust Pipe(PVC) 2/2 2/2 in. Gas pipe size IPS 1/2 1/2 Condensate Drain Trap(PVC pipe)-i.d 1/2 1/2 with furnished 90°street elbow 1/2 slip x 1/2 Mipt 1/2 slip x 1/2 Mipt with field supplied(PVC coupling)-o.d. 1/2 slip x 1/2 Npt 1/2 slip x 1/2 Npt Indoor Wheel nom.dia.x width-in. 11-1/2 x 10 11-1/2 x 10 Blower _ Motor output-hp 1 1 Tons of add-on cooling 3-5 3.5-5 Air Volume Range-cfm 1055-2220 . 1260-2405 Electrical Data Voltage 120 volts-60 hertz-1 phase Blower motor full load amps .10.9 10.9 Maximum overcurrent protection 12 12 Shipping Data lbs.-1 package . 170 187 NOTE-Filters and provisions for mounting are not furnished and must be field provided. Annual Fuel Utilization Efficiency based on DOE test procedures and according to FTC labeling regulations.Isolated combustion system rating for non-weatherized furnaces. (Boo A LION REGISTERED -.1m eexpaly QUALITY ® SYSTEMS NOTE—Due to Lennox'ongoing commitment to quality,Specifications,Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. ©2012 Lennox Industries Inc. t p(li,•6197,29,0 02--11=97, 03 Q- GTF#:.*14.3555 yE Rt•F.TFi3lE j_#40 COUF;T 'F;Et.iST 'f d a Baer * okx�.. t + t R QUITCLAIM DEED }µ } I,lVICTORIA WESSON,of Post Office lBox 526,Cot IU. assachusetts 02635 f� f0 N�Kl.(^,L4 'v►E�O'K�i� ���jsH j`FO`,� d� r , . ,x, `' , a for considerati6nYpaid of ONE and 00/100(L00)DOLLAR grant to J.BAYARD SNOWDEN,TRUSTEE of RMR NOMINEE TRUST,it Declaration of " Trust dated F• 1 -, and recorded with Barnstable County Registry of Deeds`as . . Document No of 3360 Miac Cove,Memphis,Tennessee 38118 with QUITCLAIM COVENANTS ' { The land*with Oyrbuildings thereon in Cotuit,Barnstable,County,Massachusetts,described as , follows: . " 1 . Northwesterly by land now or formerly of Andrew C.Nickerson and land now or forme r hundred ten(41 formerly,of James H:Handy,,four 0)feet; fi Northeasterly ,,o by said Handy land and land now or•form i ly of Frank H.Wesson eta , nine hundred ninety-two and 6/10(992.6)feet v a a :� Southerly � ," ,'by Town Road,seven hundred ninety-two and 40/100(792.40)'feet; Northwesterly by,land now or-formerly of Carleton B.Nickerson et al;about two hundred' A`. fifty(250)feet;and > . � L spa r _ Southwesterly, ,by%said Andrew�C.Nickerson land,four.hundred"thirty-two.(432)feet= „ , All'of said boundaries are determined by the Court to be located as shown on subdivision plan 2875-B dated December`1909,drawn by Frederic O.Smith,Civil Engineer,and filed in the band ' Registration Joe at Boston a'co of which is filed in Barnstable Count •Re ist 7 f pY. . ry of Deeds in Re istration Offi y S• DAROMB1S0 OV8823M.WYp • ew - _ [or [; f�l: 1�'oy/-E� .��-4� ��t�� ,.� � �k��f•1.�- < <� /�o�l[-;b ��' Land Registration Book 1 Page 122 with Ceitificate of Title No ~121 and said land is shown° thereon as LOT,A There is excepted from said land LOTS 9, 1.0 and 11 on"plan 18041 D 1 said Lots h '�. t aving been previously convey _ - . Southerly, by Rush Marsh Road four hundred ei ht three and'_8$/100 483.88 feet, : Y r F , g .Y ) Southwesterly b}+TIand:now or formerly of Cynthia,,M. Wesson,five hundred eighty six and 60/100(586.60)feet; -' Northwesterly by land now or formerly of Frank H.Wesson et al,four hundred eight and•e 92/100'(408.92)feet; Northeasterly by landriow or`forinerly of Rose Morse Dunning;six hundred forty-one and 57/100(641.57) da feet;"and Southeasterly sixty-five(65)feet wand ' Northeasterly two hundred-ninety-four and`02/100(294.02)�feet,by land now or , . t formerly,of William G.-Taussig et al: All of said:boundaries are determined by the Court to be located as shown_ on plan 18041-A dated June`6, 1940,drawn by Bearse&-Kello Civil Engineers,and file d in the L gg g and .. Registration Office at Boston;a copy''of which is filed in Barnstable County Registry of Deeds`in , r Land Registration,Book 34 Pagel with Certificate of title No.6093 and said land is shown" thereon as LO _# `T'1: 5 =There is excepted'and excluded from said land LOT on.plan 18041-13 and LOT 8 on plan,° 18041-D,said lots having been'previously conveyed. ` Subject to and together with all matters of record insofar as the same are now in force-and X applicable. For title,see Certificate of Title No 88918. a •. ... ": . .' ,-fit DAHOME1S 7V2U?_1DD2.WPD ,4, 2 , 199.7 _. "'? ,EXECUTED as"a sealed instrument this-���day of �� . ,VICTORIA WESSON• COMMONWEALTH OF MASSACHUSETTS Barnstable,ss 199J. ' P Then personally appeared the above named Victoria Wesson and acknowledged the foregoing instrument to be her free act and deed,before me, - -r,. . ? �•s�A t"r 1.w� Notary Public: - My Commission Expires: .1%&09 A �F-t «, t DAMNSTABLE COUNTY REGISTRY OF DEEDS 'A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER' DMOMMOT00823M.WPD 3 EAk�iSlRuLE HEGiSTRY OF DE K' ' 4 • 0'0'1 REScheck Software Version 4.4.2 Compliance Certificate e � r Project.Title: New Garage / Residence forRMR Nominee Trust Energy Code: 2009 IECC ^ Location: Cotuit,Massachusetts ' Construction Type: Single Family fi Building Orientation: Bldg.faces 90 deg.from NortFi Glazing Area Percentage: 22% Heating Degree Days: 6137 Climate Zone: 5 ` Construction Site: Owner/Agent: Designer/Contractor: 1485 Main St. RMR Nominee Trust Saltonstall Architects Cotuit,MA 02635 3360 Miac Cove 380 Wareham St. Memphis,TN 38118 Marion,MA 02738 (508)748-1043 wiII@saltonstallarchitects.com Compliance:Passes using Uk trade-6ff Compliance:10.4%Better Than Code Maximum UA:570 Your UA:511 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. . It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. UA or or 1•• Perimeter U-Factor East Walls:Wood Frame, 16"o.c. 285 22.4 0.0 12 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 45 0.350 16 , SHGC:0.31 Orientation:Front Door 1:Glass 21 'E 0.320 71 SHGC:0.24 Orientation:Front North Walls:Wood Frame, 16"o.c: 914 22.4 0.0 31 Orientation:Left Side Window 2:Wood Frame:Double`Pane with Low-E 112 0.350 39 SHGC:0.31 " Orientation:Left Side y , Door 2:Solid '20 0.350 7 Orientation:Left Side Overhead Doors:Solid 224 0.350 78 Orientation:Left Side West Walls:Wood Frame, 16"D.C. `- 782 22.4, 0.0 27 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 280 0.350 98 SHGC:0.31 = Orientation:Back Door 3:Glass 21 ; 0.320 7 SHGC:0.24 -Orientation:Back South Walls:Wood Frame,16"o.0 448 22.4 0.0 14 Orientation:RightSide -Window 4:Wood Frame:Double Pane with Low-E 126 0.350 44 SHGC:0.31 " Orientation:Right Side Window 5:Wood Frame:Double Pane with Low-E 46 0.330 m 15 ' SHGC:0.31 1 Orientation:Right Side` • Ft • Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 1 of 6 I Door 4:Glass 21 0.320 7 SHGC:0.24 Orientation:Right Side ` East foundation wall:Solid Concrete or Masonry:Interior Insulation 342 15,0- 0.0 27 Orientation:Front South Foundation wall:Solid Concrete or Masonry:Interior Insulation 246 15.0 0.0 19 Orientation:Right Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1067 33.3 0.0 32 Insulated roof:Cathedral Ceiling 1015 33.3 0.0 31 C Compliance Statement: The proposed building design described here is'consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date g t j F ' Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 2 of 6 - REScheck Software'Version 4.4.2` Inspection. Checklist Ceilings: ❑ Insulated roof:Cathedral Ceiling,R-33.3 cavity insulation , Comments: Above-Grade Walls: x ❑ East Walls:Wood Frame,16"o.c.,R-22.4 cavity insulation Comments: ❑ North Walls:Wood Frame, 16",o.c.,R-22.4 cavity insulation Comments: ❑ West Walls:Wood Frame, 16"o.c.,R-22.4 cavity insulation Comments: ❑ South Walls:Wood Frame, 16"o.c.,R-22.4 cavity insulation Comments: ❑ East foundation wall:Solid Concrete or Masonry:Interior Insulation,R-15.0 cavity insulation Comments: ❑ South Foundation wall:Solid Concrete or Masonry:interior Insulation R-15.0 cavity.insulation Comments: Windows: r ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor 0.350 For windows without labeled U-factors,describe features: } #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood.Frame:Double Pane with Low-E,U factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type ? _ Thermal Break. Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.350.. For windows without labeled U-factors,describe features: 3 #Panes ' Frame Type Thermal Break? Yes No r Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E, U-factor:0.330 .. For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: - ❑ Door 1:Glass,.U-factor:0.320 Comments: ❑ Door 2:Solid,U-factor:0.350 Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 3 of 6 Comments: ❑ Overhead'Doors:Solid,U-factor:0.350 Comments: ❑ Door 3:Glass,U-factor:0.320 Comments: ❑ Door 4:Glass,U-factor:0.320 , Comments: " Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-33.3 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the.subfloor decking. Air Leakage: 4 ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ' ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed'doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. a' Air Sealing and Insulation: - ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt,insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. n , (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. - ❑ 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. 1,1 ❑` Insulation R-values.and glazing U-factors are clearly marked on,the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ; ❑ Building framing"cavities are not used as supply ducts. - Project Title: New Garage/Residence forRMR Nominee Trust Report date:11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 4 of 6 ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 18113 and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. ti f Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: ., (1)Postconstruction leakage to outdoors test:Less than or equal;to 152.0 cfm(8,cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage°test(including air handler'enclosure):Less than or equal to 228.0 cfm(12 cfm per 100 ft2 of conditioned floor area). ' (3)Rough-in total leakage test with air handler installed:,Less than or equal to 114.0 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 76.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: " ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ 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. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees Fare insulated to R-3. , Swimming Pools: Heated swimming pools have an on/off heaterswitch. t Pool heaters operating on natural gas or LPG have an electronic pilot light. 4 , ❑ Timer switches on pool heaters and pumps are present.` _ Exceptions: Where public health standards require continuous pump"operation.` Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water_surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. `, Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. ' Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: ❑ 9 9 9 9 (a)Compact fluorescent (b)T,-8 or smaller diameter linear fluorescent ; (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage> 15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting - off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 5 of 6 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) 1 , s Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Insulation Rating, -Value Ceiling/Roof 33.30 Wall 22.40 k Floor/Foundation 33.30 Ductwork(unconditioned spaces): Glass& Door Rating SHGC Window 0.35 0.31 Door 0.35 0.24 , Cooling Heating System: Cooling System: Water Heater Name: Date: ` Comments: - • r .. it t , REScheck Software Version 4.4.2 Compliance Certificate Project Title: New Garage / Residence forRMR Nominee Trust Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from North Glazing Area Percentage: 22% r Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent:, Designer/Contractor: 1485 Main St. RMR Nominee Trust S Saltonstall Architects Cotuit,MA 02635 3360 Miac Cove 380 Wareham St. Memphis,TN 38118 Marion,MA 02738 (508)748-1043 will@saltbnstallarchitect§.com • • trade-off Compliance:10.4%Better Than Code Maximum UA:570 Your UA:511 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or Door Perimeter U-Factor East Walls:Wood Frame, 16"D.C. 285 22.4 0.0 12 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 45 0.350 16 SHGC:0.31 Orientation:Front Door 1:Glass 21 0.320 7 SHGC:0.24 Orientation:Front North Walls:Wood Frame, 16"D.C. 914• - ' 22.4 0.0 31 Orientation:Left Side Window 2:Wood Frame:Double Pane with Low-E 112 0.350 39 SHGC:0.31 Orientation:Left Side Door 2:Solid 20 .0.350 7 Orientation:Left Side Overhead Doors:Solid % 224 0.350 78 Orientation:Left Side West Walls:Wood Frame, 16"o.c, 782 22.4 0.0 27 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 280 y as -0.350 98 SHGC:0.31 Orientation: Back Door 3:Glass 21 0.320 7 SHGC:0.24 Orientation:Back South Walls:Wood Frame, 16"o.c. 448 22.4 0.0 14 Orientation:Right Side Window 4:Wood Frame:Double Pane with Low-E 126 0.350 44 SHGC:0.31 Orientation:Right Side 4 Window 5:Wood Frame:Double Pane with Low-E 46 Y 0.330 15 SHGC:0.31 Orientation:Right Side y Project Title: New Garage/Residence foriRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 1 of,6 Door 4:Glass .21 0.320 7 SHGC:0.24 Orientation:Right Side ° East foundation wall:Solid Concrete or Masonry:lnterior.lnsulation 342, 15.0 0.0 27 Orientation:Front " South Foundation wall:Solid.Concrete or Masonry:Interior Insulation 246 15.0 0.0 19 Orientation:Right Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space '1067 33.3 0.0 32 Insulated roof:Cathedral Ceiling 1015 33.3 0.0 31 Compliance Statement: The proposed building design described here is consistent with the building plans,specations,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in . .REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 4 Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 2 of 6 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Insulated roof:Cathedral Ceilinci,R-33.3 cavity insulation Comments: Above-Grade Walls: M " ❑ East Walls:Wood Frame, 16"o.c.,R-22.4 cavity insulation Comments: ❑ North Walls:Wood Frame,16"o.c.,R-22.4 cavity insulation Comments: ❑ West Walls:Wood Frame, 16"o.c.,R-22.4 cavity.insulation. ' Comments: - ❑ South Walls:Wood Frame, 16"o.c.,R-22.4 cavity insulation ; Comments: ❑ East foundation wall:Solid Concrete or Masonry:Interior Insulation,R-15.0 cavity insulation Comments: " ❑ South Foundation wall:Solid Concrete or Masonry:Interior Insulation,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low=E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: - ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled'U-factors;describe features: # 5 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features #Panes Frame Type Thermal Break? Yes No Comments: LJ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,0-factor:0.320 Comments: ❑ Door 2:Solid,U-factor:0.350 4 Project Title: New Garage%Residence forRMR Nominee Trust Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 3 of 6 Comments: ❑ Overhead Doors:Solid,U-factor:0.350 Comments: ❑ Door 3:Glass,U-factor:0.320 " Comments: ❑ Door 4:Glass,U-factor:0,320 Comments: " Floors: " ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-33.3 cavity insulation ~ Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist jun(ctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled'and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or•e damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled.or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers;f narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum , skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipmedt re 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. t ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.' Duct Insulation: , ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts'in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Project Title: New Garage/Residence forRMR Nominee Trust r Report date: 11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 4 of 6 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are.fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane`foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets'one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 152.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 228.0 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 114.0 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 76.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ' LI 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. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled_ fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Li Timer switches on pool heaters and pumps are present.. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Project Title: New Garage/Residence forRMR Nominee Trust Report date: 11/01/11 I Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 5 of 6 I_ Certificate: 0. 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) - - t f t Project Title: New Garage/Residence forRMR Nominee Trust Report date:11/01/11 Data filename:Z:\2010\10-30 Wesson Residence\Documents\RMR Nominee ResCheck.rck Page 6 of 6 2009 IECC Energy Efficiency Certificate Ceiling/Roof 33.30 Wall 22.40 Floor I Foundation 33.30 Ductwork(unconditioned spaces): Do or, Window 0.35 0.31 Door 0.35 0.24 Cooling Heating System: - Cooling System: Water Heater: Name: Date: Comments: r y I Page 1 of 2 �SearchWailJ 1-Search�the Web- Sea e Mail ': • , Fiberglass Windows-www.SeriousWindows.com Highest R value, lowest air leakage Contacts (-Archive> -S am- „Deletew Move•to—:[Labels-- ( -More- Tasks i' i p m� i I �_� ___.; I FW: Nailing Schedule % lop �-Compose.mailw,i x Inbox X Inbox(2) Tristan DeBarros tristan@saltonstallarchitects.com to me, Will Buzz Starred Paul, Important Attached you'll find the nailing schedule you requested for the permitting. Th( , Sent Mail Drafts(4) From: Tristan Ellis [mailto:tellisC&asapengineerin gco.com] Personal - Sent: Monday, December 05; 2011,11:35 AM To: Tristan DeBarros Travel Subject: Nailing Schedule " 6 more v Tristan d., Chat _ .._.� J Please find our typical nailing schedule attached to this e-mail as'a .pdf. Plegse let i Search, add, or invite Regards, Paul Fleischmann Set status here Tristan Ellis Call phone ASAP Engineering & Design, Co. Inc. Phone`. (508) 946-3561 Joe Joe Ricci Fax: (508) 946-1653 Kristi Tristan DeBarros W David Andrews Nailing Schedule.pdf 422K View Download Invite a friend Give Gmail to: Reply Reply to all Forward Send elnyite 50 left w Preview Invite` Fiberglass Windows - Highest R value, lowest air leakage Save more energy. 1-877-388-3788 www.SeriousWindows:com -Archive am- .-Delet -Move to Labelsal. �.,>More 4%full Switch to the new look https://mail.google.com/mail/?ui=2&view=bsp&ver=ohhl4rw8mbn4 ` 12/5/2011 F A ^ ®� nIIS ' I f ;4;. Engineering & `NAILING SCHEDULE ASAPoesign Co., Inc. UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX Suite Three - 155 East Grove Street - Route 28 ,` AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH Middleborough, MA 02346 TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)10d EACH END Y RIM BOARD TO RAFTER(END-NAILED) (2)16d (3)16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d ' AT JOINTS STUD TO STUD(FACE-NAILED) (2)16d (2)16d ' 24"o/c HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o/c ALONG EDGES FLOOR FRAMING . JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d y (2)10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED). (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4"EDGE/4"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS gd 10d 6"EDGE/6"FIELD WITHOUT GABLE OVERHANG i GABLE ENDWALL RAKE OR RAKE TRUSS WITH Sd 10d 6"EDGE/6"FIELD STRUCTRUALOUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE 110"FIELD WALL SHEATHING 3 WOOD STUCTURAL PANELS 'STUDS SPACED UP�TO 24"o/c 8d 10d 6"EDGE/12"FIELD Y"AND 2%2"FIBERBOARD PANELS 8d -- 3"EDGE/6"FIELD Y"GYPSUM WALLBOARD "` ' + 5d COOLERS - 7 EDGE/10"FIELD FLOOR SHEATHING`(WOOD STRUCTURAL PANELS) 1"OR LES 8d 10d 6"EDGE/12"FIELD GREATER THAN 1" 10d 16d 6"EDGE 1.6"FIELD CORROSION'REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE "4 STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. a cat E DEC3: 1 � - VI itisachusctts - Depat-tment Of Public Safety Bo trd of Building Re!guluti��ns and Standards Cgnstruct o; Supervisor License License: CS 103867` Restricted Ta DD . , JOSEPH-ORICCI 351 CHERRY ST BRDIGEWATER AMA 02324 _�. Expiration: 2/12/2014 c (ln�unist,n�;i 'Tr#: 103867 F -r61YfAYLlYI2!//eizellb O-�/��.tz;ifuc/tuve/�6 <; \ Office of Consumer Affairs&Burliness Regulation HOME IMPROVEMENT CONTRACTOR t K Registration: ..<162964 t'. Type: Expiration V27L2013 LLC NORTHEAST CUSTOM BUILDERS LLC. ASEPH RICCI 351 CHERRY STREET4 �_ BRIDGEWATER,MA 02324' Undersecretary �FTHE rojy Town'of Barnstable t Regulatory Services ` aAaxsrest.E toss. Thomas F:Geiler,Director 42 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 Property Owfier IVfust s • 4`•` + 'r.° .'Carnplete and Sign This Section, If Using ABuilder as Owner of.the subject property y hereby authorize Alor-tL e-a f. Cusk., Mje"'.S'.. LL.C. to act on my.behajf, in all matters`relative to.work authorized bythis-building permit application-for. (Address of Job) t ; yb• � i. Signature f Owner Dates. `1. n ' Pruit Name If Propea Owner is applying for permit please complete. the, Homeowners License Exemption Form on the reverse -side. tra n•vnoa4rc-nun�FUPAT7AdCCC1nN - � - µ ,. - C Town of Barnstable iHe Regulatory Services aAxrtsn�ste Thomas F.Geiler,Director toss 9qo 1639. a�`� Building Division rFD � Tom Perry,Building Commissioner 200 Main Street•, Hyannis,MA 02601 vIIww.town.barnstoble.ma.us Office: 508-862-4038 Fax: 508=790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: ' `7 8 /'l�Q� ln� numberr� a \ eestreet 1 _ village "HOMEOWNER": R / � 3!16Z L O pft� name home phone# work phone# CURRENT MAILING ADDRESS: Z<d lk40 4�A 12.a. 1�AQtnt,lp T/✓ 3So 412 o city/toAn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six visits 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. DEFIT MON OF•HOMEONVNER Person(s) who owns a parcel of land od which he/she'resides or intends"to`reside;;on whuch,theie 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 wttlrthe 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 Romtowncr Approval of Building Official t , t Note: Three-family dwellings containing 35,OD0 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-Liensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner sW act as supa-visor." Many homeowners who use this txeatption are unaware that-they arc assuming the responsibilities of a supervisor(see Appendix Q, Licensing Rules&Regulations for Construction Supervisors,Section 2.15) This lack of awareness often results in serious problcrns,particularly when the homeowner hires unlicrnsed persons. In this case,our Board cannot procccd against the unlicensed person as it would with a incensed w Supervisor. The homeoner acting as Supervisor is ultimately rrsponsrble. To cns='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 resptmsrbilities 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. I Affidavit of Substantial Financial Interest of N AL, 3 411S. ti � on oath depose and state as follows: 1. 1 am an applicant for a'building permiffor theproperty located at Map 0►_ } , Parcel o�- o o i The address of the property is f LI S g s i 2. 1 have d % legal or equRitable'interest in the real property which is the " subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is • Ji� zv , the following individuals or entities have had a 1% or greater'legal or equitable interest'in the real property which is the subject of the building permit application which is identified in paragraph 1 above: t Name Address 33�U 9n vQC Cove 4. Within the last twelve months, from today's date, which is� oN -,-I.,have had a 1% or greater'legal or equitable,interest in the following properties.which have been the subject of a-b.uildingpermit..applicat ion: ' Map/Parcel Address //� j• ! 5. Within this calendar year, I have submitted © building permit applications.for property in which I have a 1% or greater legal or equitable interest. 6. Within the-last ten days, I have submitted 0 . building permit applications for property in which I have a 1% or greater legal,or equitable interest. N 7. Within this month, I have submitted d building' permit applications for property in which I have a 1 legal or equitable interest. { 8. Within.this month,1 have received building permits for property in which I have a. 1% legal or equitable interest. Signed underthe pains and penalties of perjury, this ,day of Ala 2001-0050/affin UNITED CASUALTY AND SURETY INSURANCE COMPANY APPLICATION FOR STREET PERMIT BOND _ m Apprc I No44-) e-as& Q J to B u i f d-ft T>«IWSOCW Scaairy p N. AdA. o 3Sf Bn'cE ewc, crL IYW 0Z32,y c�8 — 51" y 5-Y SI o �-- -- Z. � 1---A '�. CS) (5 OooqwCW or&mDm Haw b sa—5-g-C P mviom S" Yes m co N cm�lels a aaa Adder of t�tigoe CD To W n d� 8 oar r,% le , v (off.( Lo Q � N N. -J STREET P�IIT BOND A �Ba�a S p LAcefoa of pubrm way'(SP=ifie sued addrm is regimod) a nNm rrY . a and 6r:�y tea[Ivied C�aa9y and s mrry Is>sa�¢ the ma0� NI sbanmm�s�s�bc apQFacena auBusa tl�c C�cgm�m.any 9.s mfam�aCro'obr�awl cfwmio®b�my a 7,ad J 3 k M (l1 TD'myalsmn9�a�, D (- Tb L`> It ��q� � aYy�b�,x kw,� F=sad whasoevv wh"the CaapaM shad at a w w4w marina sorCD�or by 7z Ram of bn ft been=W as I !oed or boad era.for a:ror dic oe�sgao�t, (2) Up—dossmd by d-Cates£or say reasan to dTasi omuu with dec oompmy in as Ammms mt acme to s afy my claim*$==a tbn cosommY by casm of sob L (a) shl Lave She fq&to baodt or=M my daim ar sLtB w seed€oWL Am mad—of&=amd acpmsc mrsaed by the Coa¢vay,svrorn a by as of rww of � aSe eamRaW,stna be brs code ofme Ba aSod es%W of 4c 6ab&iy of ac�dd ID Bic Cz+mq: Thu awc4i -v msp do:&=io bow==my an my band and may cwxd or wmcad sey Good wdsow c�sr!w theta say 6bW wbirb aaac The dt Oz yzb k ndhsttt noiw,bTe f+ ib AbWir the and ooad;e®s baoQ moos fior and ami Ibis apply to soy aSch a]mrod bard, C T Ths V2 courna ar p�baod b Ihs h=by asaj So the a=y a�i®naw du ar Drcono<eg dsa Wit=Lw cmxm=.aKIDdag p A dcSorsat_ � mpP DES o�a�t ad aatQiabc�s ac co its and (a) TISa Sbis" uvy br as b y amodac>mlor upon:nielm uosce so dx Y at l7D b>$ Boasoq MA d?(QS*,effca*w Ted(10)drgs afSm the acid dme Ibtro�r tPw wbKb sbe Coer;aaycaaid"®cdcd a3 beads ial�Erb AGENCY D4'ORMATfOPL•(foclodc mrcc#addr=) J Mark Sylvia Insurance A?enev,f .0 Not.Pc aa] - sbomdd srga lbws oavass and adr!Ihr word-mdcciiwe 771 4fain Street intbia own 6mdwr'6mg Osterville,MA 02655 17DMUXSTRIET.8OST0N,MAUZTV9 _ TEL_(Q7)5O-= FAX.(ta7)Si2-3US WBB:WWW.HASSB0ND.,C0M v D' m m Town of Barnstable Geographic Information System November 16,2011 Y .. 033022003 40 018126 413,60 01#OU97 #1355. #365 033046 018108 $#0 #1372 018120 #D 033024 a #1376 018067 018107 018121 #1391 #255 #0 033047 #1386 ~ 017019001 017010 #1411 017019 #1398 017011 017009 #1412 #1429" 017008001 #1485 017008 017012 #1443 - #1424 017007 017021 #1641 #1446 10 017013 #1462 017020 #1488 017014 p�N 5T #1524 F'ee` DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:017 Parcel:008001 - ®O Selected Parcel N _. boundary determination or regulatory interpretation. Enlargements beyond,a scale of Owner:SNOWDEN,J BAYARD TR Total Assessed Value:$893000 1"=100'may not meet established map accuracy standards. The parcel lines on this map - � W _; are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:RMR NOMINEE TRUST . Acreage:6.00 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:1485 MAIN STREET(COTUIT) r" such as building locations. _ Buffer r " ' ZONE: - .. FLOOD ZONE: a, . is cool ao � OVERLAY DISTRICT: DEVELOPED PROFILE OF GUEST HOUSE SYSTEM i ra NorroscuE w ASSESSORS REF: m/aJ REFERENCES: \ - fn° wix;iu3isEFt•.�vacz-.,..sc �f )�1` 71 DEVELOPED PROFILE OF DWELLING SYSTEM _,,,• Parcel A tl'�;,. NorrosruE «`� I 16 27535F 11.1]03SF Welland 151,J0535f Up1°ntl r CROSS SECTION OF CHAMBER NOT TO SCALE ' - 1000 GALLON H-20w PUMP CHAMBER SECTION DETAIL 1000 GALLON H-20 PUMP CHAMBER PLAN VIEW DETAIL i A NOTTOSCALE h. y EUNRBDtvELJJNO GJJE NOLSE 1` _I I' sJYDC rorESB O°°qM Y 1 se N `{`. �rorm .`t ``� �` -• ,��_ / /;, .;ate .. "':da "' nERCuEST n�,J««.«r.., / A E lE4r 0 LEGEND: •�� / _ /' no.J.0 Street �. .... �RBaBam,tmle ftme Rune a,�anJ., dhM �� lE HOLE J -rESr OLE, 6660 Ma;o 1CD 11HD.1D Sr1E PASSED FEN9bC xeeCmun�a�m OCmmm alb ' Dnn PftfP,FED Br: FRfPAREp rpT. - NOJES . e l.I m°wap r lma Mr«macP�aM'°� Proposed Site Improvements Sullivan Engineering,Inc. Ci8 p Sury RMR Nominee Trust 14115 Main Street D,l«°OaI o:sss o,r«w :Dzcss J. Bayard Snowden Tr. z/ eapas.aanm r.r««.ua...roJaa ColuB,MASS. .,«,,..,««.,.«... n«r wy 3360 Miac Cove Memphis TE 38118 •z/m.ael.m a,w o ttcw•zJ.°r,,.e m.«r o D.2' SOAI£: Sepiember3,2003 f cwrrrp/Ra.:a.; D>vAnam NrM/RRL a=30' AL No - c.,,.�on..,...:�.s,....n. ENF `1= �a i t SMOKE DETECTO - ' "•` fiARNS BUILDING D'ePT. Pam... M� FIRE DEPARTMENT DATE u " N ::�°ax..C'��t,i'..f.".E".Ym"' BOTH SIGNATURES ARE REQUIRED FOR PERMITTING m F _ F _ Y w• s mrp ro a vY s• i - I W w Q , , , z .............. — f'2mmi a Z = iY soHo,xe � oroo,roe eo,xoe ( r - - ih Flr— el d � 5s • m---------------------- ae �• „-.. k BASEMENT/ GARAGE FLOOR PLAN - Wr p,. .n. .a !M[YDrt PLAN r A1.0 ' - .. - t•.EN.u.a.NOTES 4a - IST FLOOR FINISHH NOo E$ • ���a a ...., ,wmnee v.e vuw u.i ,GjN �P� nor emu (�`�O`V•- _ �o oW wun u eu�can rwn.weu,or,e nN r T BATHROOM FINISH NOTES I z I ---- STAIR FINISH^NOTESro � -� � • Tor. -- _—_ ....._... I-,CO`cm°u W N eEDRaDe w F w —f" :I PECK NOTE$n,,FB�„ I wWQQa oWZc w RWZNIT GR�T ROOM =It CR w i W1 rll 1� - r � • t,,_B;.T� f¢° �'d Y§ e I a el g �e I L�ND5 F TTOHWIA CTOR ui I °ere nve � b¢g�g -- — � RMpMI Iernr 11 — - RM9D 1. FIRST FLOOR PLAN - �w � e RRST FLOM PLAN C A1.1 ^ ` - GENERAL NOTES 63 e , -...:.5:. a..«au...n..n nn•1rww.L.c.wen•unn.nn — Xv • � • - - .:e^.ml w'�&°.w:.a. c.�......w.e...0�....r.:®u. C_.�y.� 1f .. _ • - � /via � ^^,J'i`` 1 I - W N Z � F - 1 I i ...^ • - W W a I - 1❑ F .'.e5.3"abe:'''a�m4/1T°O - - N W W W W W U Q' a � Q i I Y Q Z L H ------------ _ z � _ _____ ___________________ I I g$$.y•�� -a C ROOF PLAN •� ••. o� n' _ -_ gg O a[.wox e O _ 4 ' TaD SIA X6 a noon wwn A1.2 ' � GENERAL NOTES - 5� ...r.....5....'SL"IR� `I kPi��¢ � ��'r`�� ,` �; off.a�ossc':^a�€�.• �°�+, ` r 4 . 4}i Tr-+ `µ-I _=F -, -_ - - - �g�:tuc o .u:vSc�ne LU N r 5 --- -------------- w W w x I Z ' ,-t W f N .. O a . II ---------- a_______-.�__ r � L_____--__u_.___. ` - WEST ELEVATIONMilli _ Rom LLiTV °®®®� EB la, �N�LSI k S p3_[s5 sa@s - � 1 '-4 i� �rr� e.d PfN90N ___--________._._.-_..__ ____.__ _ - ______ _ .._ e..n ------------ <. L--------- �. ElE1GiWNB ' 50l1TH ELEVATION - A2.1 GENERAL .,mOTwugnn, 5� a L,Ifni +t :€.`x°."�."°w:°:°.Cr u.. ,. G6m'A. R.Re i[ €°:,}.or,...,..,tee.. CG, G �,• fl 2 I— alp t,t�l � ::e��.tr,..° i Ili it I J } �,•� ;t a.�urs�.°,rFs"�t€E.• ° W N 0 ~ 10 "`"'"' - -I — ---------------- a a = = _ :___� v s ------------- -�._._._._._.J - � •EAST ELEVATION e 401"A it g �K6e gag l U N r � 'bi 7 Y't`Z,. y O^ OO O^ r�R:�4r"b`5 .•SAM 'ii �r ` t� 4 rr �4 i ®� J. 9$".T.i e. FAR r d u t f Yt n i� i �h. yF y r� -- -- �0 x[HsaH r� I i l I j I I 'I I I I I I •• 6 { iq �n ❑ r o f `I 1�' ra�e°e s s :�.,w,�� I� •I{iil I II I� I� r x ' i Illi I. �;. I I I III sc,u� I r I it aas I • j I I�,il I I j I I:'Ill II r 11 ELEVATUM - NORTH ELEVATION K A2.2 w _ GENERAL NOTES qa«a€€..,x.F.�;:.rs° M°�•sr:.`:�.N:a A s E I; �I fl �L wl3a�:� �•si4l.tl,e!!. e,°.a°�+ � � �;!!!!!f gt 4 '!{I!tl:I I !I li` It LI . eY, sus;. a weYNw,a / °° %w�°�"°' ^aza�.>e / _ a°IL ' .°fs� e?a�e..e _ / F /I\MASTER BATX /V\MASTER BATH /V�MASTER°BATX /<�MASTER BATH- Y /la LYEST BATX /��LVEBT BATX a // LVEBT AT. /D�GUEST BATH ...+ ..v,....9 ...�...ra .......,.. W ! W W W 2 W K Q ° LU N N Q � Q 3 W O i U 1110 EE Tt EEI E �` A qle lI e'a ^ e` Q � a ilg,^ e�Q.6a •_ — r, eryiuti�e -� _ /h\KTCMENsI LIVING ROOM /S�K�TCrvENa. IVINLR //�� C� K.TCHE+1 LIVING ROOM Qy SOLI_V_IN/L R.OM A ewxwxavmnielxa't - y SS ss'f 7 2-1 _ ° .,. ¢._ tl itE!•I{I!j' �! 1 s === i nw .,anlnoll El V�KITCXEN 1 LIVING ROOM. A LAUNDRY ROOM /,5�LAUNDRY ROOM • /B�STAIRWELL /N�STAIRWBLL KIT.... w.ro .w w. INfO110P ' ,- [lJ7VATONB A3.0 lls�j � h .I .I 9 j � � d � 'I � it � � --'—'-1 ,�..�. � �•-�r-.,�, i' I/- �� �S,cs.� ^\r12 , Li�Li a I �L1 fC a ,�{,,I I _�I I � i:iF 11—II mill I I j I t( I 21° =1. I� ° it Ilf� JL I I T I I T I I I I } I A Z � ���. .{. 'i r al r w F w I�^is i i- i P a w W w u I °a_ L I iiafil I I I � I ,p€ y IJ4� I � � N `-IVW� • 7',i"r:'4�t,;-,;^?;"r it t{ • I "y"w� e, ss r 1:s.� "aP. --- a ; N Q II ... .. y.. ninri_,I _ i '�.a � IR. _'' �1 BUe,ILDING SECTION BUILDING SECTION -' W U ec..e yr•ro _ e F• � I i� II L j it Irl • ;� i I�-, LLIJ�I i _ — s sn lI 'I h a$€,9 g �• j- I '.L.. ._ � JA All li r to its M I i iR I� @rmx [ � a.r A.aoe xo:m-w �1 BUILDING SECTION - A3.1 fag »., o.... Flf'•• .:,o..w.o.... $ c NPIMA a z 13F W = AM 70 _._ F. if � � exi�•w:ea=^�r::s°�c:zr'.." , � � I �J �I}b� a w . IG=L' IJI - IIII IIII I. _ . .III 111I .. •4 € x ��a� ` II TII e' a I�IIII - � P t I illllllli,i9 IIIIIIIj191II�IIII�IIIIIIiIIIII IIII"� - � I� III II_`III IIII14_fill„-; - yty�eg56�•i� - Ili II I I aIIII ill-IIII !li- - �a geetle, ba . s. I =III II ..IIII III illl=lU' . 8Le§6� �pdi6 5W`n°...H,,"'Z..w aENmoR Mw— !t'29d.o Aa e} ELECTRICAL NOTES j S------- ' _ Si`9a�•eK:0.:;55t°"w,.,u.�aa a,..n.e � �{� ____________ .� � � .: ear,.2,^`\ � •. ea°`Y:'Xi:mx, ' �mmws 1`atC:.v ^ELECTRICAL LEGEND x i 7-777� i . O • O _ �� .• _ ` awe oar,.0 eq .�..,. WW F W F- W 0 - }y n rmorza.or.n nm...c Q N N� a sa Aaa. e.o b: W w W , , e �a .. • w wIk __________________ rc O a • � s • ,e.. tee: he = OL e 8 .11H x' O O ® Et�ft& MG72wS"t P:mfb g 1y fa ' - � - m ',1'�•�fenu`d.°V&YUI��':S8cA.. gS {�+g 6tAjS -3 - - � aE $ $8 o.,E - O u,waa euuue,rr NM9W - aM9W r wvaev„cur uwe v vuif nue.ru 9GlE Ou xo, SII.AB w0.:W- Int MM1:ro-fO BEM ELECTRICAL E1.0 - ELECTRICAL NOTES - }F d�n ¢", E�LECTmIw,nc LEGEND �0 1i II 7 ----4._.✓ W N I "I __�-___-__--Z2a, a I���� ---___ ® .•...xox,mo.,.. p ~ a "ay W x°� III 4: a _____7 T,�, - N w 'x —or ^ 2:1— �w w Z Q i . '�fa °Fc scwPe"°cor"»i-awcTos Qom» z_.— Ceexm°6 Ox2im�&""&:,Y'TFLw.r4;71d 6MY 6 {g( A CAP .I r+�c ` FUM ROOM OECIPoGL E1.1 PLUMBING SCHEDULE wr,M.xr .c. rmw.°Kx•eIR KN.x ANDERSEN WINDOW/ DOOR SCHEDULE 1yE e� rwe r'rre wenc.we• w. •N Amx KEY UNIT TYPE UNIt SI2E ROUGH OPENING I{GTD. PATTERN TY IN 2SI.R REMARKS u n 0 TW]IOHi DOUBLE-HUNG 3'-S 5/B'%N'-a t/B' 3'-O 1/B'X•'-B t/B' C-r 3.3 ]0 PRIMED WHITEY W •° Nnu• •rt - Q FWSll341 SIDELIGHT 1']13/It'%r 10 3/B• I'S V]'X i'II' !B SEE ElEV9 l PRIMED WHITE T mN•uHea xrtcax re rvP•wxP. one •RL1•N © FWH3INAL FRENCH IN-SWING 3'-O VB'X r-10 3/B' 3'-I'%C-II' tY SEE EIEVS 1 PRIMED WHRE N • u ° ° �•" SQ TWT]1011, TRANSOM ]'-II 5/B'%1-1 5/H' 3'-0 1/8-X 7-1 t/B' N'i 3 x] t PRIMED WHITE A,S aF{ • yR Q FWH3141AR FRENCH IN-SWING 3'-0 VB'X 4-10 3/B' 3'-I'.%i'-II' r-P EV9 3 RIHED WHITE f0 ATI �':� / - e•�•wvcR"•ru Ku°o.. I��%.Jr,•^ \•._t�. - "'• ME M .,L R�a�;s3sa��.:n;�,:-:.".,r•.:.rv.,Wx I.Tmr• �c. �' j' Sr MH> Ix 1 7. =°r°R.rR.mR M. we.• - ❑ s W _ N - U _ l ___ - - W F" W - rN.nTwL .. Q N -.aP.S°wnfe.,°°w"fW.`°"'E'm,.:rr'4'orb'4A°o"C°Y3°"°'y1°,.Sf•.d57w1°EdeB.'"...a:m"e'�".5`°"'""°r°" 'D W W S o' DOOR SCHEDULE - of W U . AWmdx°n•We wpOraR AexrdR•r•mm•wcA Wxe wTI KRIn xams c"RACE cooern"n LRUTwn O M OR LOCATION AT - O. PROM TO 912E OORTYPE T.K. MAY. IPA— LEVER/KNOB FINISH REMARKS \ Z H N LL QI N CLOSET L N Q APPLIANCE SCHEDULE H _ _ nor I—E. N NICKEL - Q Q Q = trre Acrwn u• u O B BEDROOM Y-O' B BATIK NICKEL Q z = H 00 (� BEDROOM - mEO MTEK PROVIDENCE K NICKEL/ On!N BATHROOM 17 F LL © HALL - PRIMED EL WINOS B 3 t� O N © H RIMED PASSAGE CKEL/ Z ELL, U ° u Q H - - ADP P Axce xores, M. 7-0� IMEo 01ICE K MCKEL e,CP�R,KT. - BEon ttosET oO nor P s•nx W Q n BEDROOM M.BATHROOM ]'-r X a/e- NDP PR B TIN CKEL L.CHROME POLISHED CHROMEHDWR INSIDE .ROOM CD DI IO PAT )•-O•X r� 13/Y CEDAR STAIMED PASSAGE BET K PROVIDENCE O SATIN NICKEL/ SCREEN DOOR•EXTeRIM OF FRENCH DOOR 6 Qu GREAT ROOM xxx Pa a•-o•x e-Ir CEDAR sulNeD s,Lle EST K PRovlDexce oa Wclel scxeex DOOR•exreRlOR OF rxexeH Doan b6 "e e a Q 5 -O•X r-R CEDAR SINNED PASSAGE SET TEC PROVIDENCE KNOB SATIN NICKEL SCREEN DOOR•SCREEN PORCH W/CLOSER j i C fe IS as ` IQi GARAGE RC STAIRWELLa'-O•x T-0. C 1 3/N• MD? RIMED POCK BET TeK PROVIDENCE END 9 T.NICKEL II§�Mxs 55 6 GARAGE STORAGE 31-O'%T-O' C '1 9/x• nDF PRIMED LOCK SET ATIN WCKM O WNutI FEE RATED 5 SSR2Y� QN ARADe MISCH.ROOM E-o-x t•-0- C 13/4' MDP PRIMED LOKK SET E-1 PROVIDENCE5ATIM NICKEL 20 MINUTE FIRE RATED ' Q s AIMILL EDROa r MOP PRIMED PRIVACY SET IWMTEK PROVIDENCE KNOB NICKEL ��f,4G A63 O aeolxDO BATHROOM rSAYS—/ SHED E HD IxWDn BATHROOM $ p- y a ® E R.OR GARAGeoM n'-o•X - - PRO—HEAVY DUTY ELOW PROFILE OPENER Sja"@ Bay O EXTE.OR RAGE 9T¢LRM9wiIL. _ _ _ - HEAVY DUTY LOW PROFILE OPENER O EITEMOR GARAGE A STEEL INSUL. HEAVY DUTY LOW PROPILE'OMMER &S$Eae�esA � O E G a'-O - D D/x• MDP P D K SET PROVIDENCEB SATIN NICKEL L S O Y-t'X - 1 9/e' MDP PRIMED K PROID B S T WC EL 0 u vm r RENSISIIx/10/at/]OII v"We REN9tlt 'I ;i j RENAM - � ❑❑ ❑❑ ❑ ❑ III "L' I,,II .I A Y: scut El a i1E x0.:W-f0 rr: I'llN s Ne 7MTR D�e r .R^a.N DWWN, - ^�a aR e.e<u erWx.G aeR °W K r;;�x a W e RK�L ME of, a. DOOR NOTES: 9pICWLQ! ` Mmme:NBruL unw rvvnm xu erp••uL°w.:x"ron x rmlen w.¢a,rmw ro n"Iu xnPOun A5.0 .. ..__. !y_!. (Ja 10 Z ---------------- GEN.FOUNDATION NOTES ( /A a.. ---- ---- ------ -- ----'I', fl I .a•a+• a w...na ma.m ev.uam w w . I � KEY 04 EE.I W U wxc.A_ I.'. W N N 1 ® ^4WW a OC o "R$R. o Z U Ma 1 .5 • I I � � .xc..c.e�p. di�.a�6�.3 „ei Epp 3, Oi�t��@�E@�� _0 o' J \`mom. DAM N s • \.� ,,,e p��s,a. c�l • §I scutD.l.m... _.T. sl..roe xa:go- FOUNDATION PLAN FOUNDATION VWI S1 A STRUCTURAL NOTES ada A _ _ 5N".TF�%ir "mFa`8a'#Ib�' a37°�°°94 F154E°F 8 I Mr. mzl :xM;a I I I Im --- _.. .. o Nm 13F u w F w e' it emTt�a'�°d.%.. O w li II a, w W = M G jl it aB:r$".r Uli a, U UJ it w f J) �`8e r ri '.n°XY1sc sae r am.,."�a",m e"'°�.•'m.`�." i7 Q I i t k F-Q J Z = F_ Q oe I o• r:88r:r - .va an.wr rrn I �, � .I '3'W.R' :I $ $6y�e.E4�a8 --li Ceg�yIB�+5 6 q - ,seaoa FIRST -FLOOR FRAMING PLAN v. ra xuc ya,aoe xo.:io-ao " ane nn:io-ao RP6T F100H 14111110/G S1.1 GENERAL tlNOTeE- -27 Lu Lu ' w,,a ru,e rut ew a mo e°uw,nea•v ec, wr ro.rawm \ -'� ru,ao°.axro rn.u,nee•v o c l �• � Ij� 'I_\ _` - I I:.•.le,i I i i iui I I i l� - � ::,35��dt��°�`;,:t^nQ.�°4�� rc W � Q ` - 5 dZ F ----mJ1_ 5E,-ivAiOen.V' ,�'-- �.L j I W r O r— 0 U I HILLL , r R I, '..: I I I I I I 'I' I I I , w:xa aeon 6y � 88 pip m ROOF FRAMING PLAN .c v. .o me,ro.:w-so PMOP FR111m10 S1.2 • III I I I I� «.o,.......� ..., i'!iL--T- ...m...... ... ,,..., .s�..,.. � ,f��"«.b.°.,.,..,. �� \o �" `,e: m m" •� x,..A-s IIII II!I .� �' .. ,,III `P; n\�'Tp.. !' � ,� 17 IIII I!I •....., �p ���>z��i�Yts�"�'• �'6w�9o`� :; II' I'I III IIII I u o f— .�..... '' Isllll o. N .-� i -I!jl III ill IIII i - �lll III III III 1 If' II-:IIII IIII � III-.IIII II ;I� � :.'•� w 73 ,n --d=--«�• �� V III- — i I — II=IIII IIII I,�9_ -� �M— z r _i1 IIi.II.II . III'IIII.IIf I!i Le491o�1� .z¢Ie. IIII Ifll IU—.n IIII GARAGE.DOOR W �"- W TTP,rOU:DATION WALL DETAIL TYPE'A•I'B' FOUNDATION DETAIL.FINSINEO SPACE uaw.� 3 FOUNDATION WALL DETAIL s EXPOSED DOOR G\$ILLV D� O W W = ' Uj w WOe U 0 Le z u .Illlllllll �gym. '�6t7"• - III-IIII i - _ I - �:'.C,'.." F..•".eu`.6"#�Y . IIIIIIIIIIIII .' .I. - _ t $.. � & §e _ b 3_� a s] Qy«o =illr - t �.� 5`�6g e`dse �liy �.'e�a I�lillll — I III cv'�aa�^'. i _f%/� ��ii� \ I 4 ' I gbeeEg� pa1� • a - II III: 1T1�i—I—III= r �.iE II-IIII II'I IIIL-lul IIII I'II IIII I.I III �«�,�..._.«.,,.....,! �"'� �— "«•"'•"" -- ----� � Q��Pe4 IIII IIII IIII—Iiu lu ul(=ull III' ul_I�ir .�. L„m•^—"^•".,"�-=•w �-"�E'E•�� =.III__II.—IIILcr-IIII I_I1-_LII_III III. I:L-. la la �,wuvnv' TTPICAL DETAIL AT n.2 f 5 FOU1.TkI l AT CNINNET 6 P�'CA ONOTUBE , TY IV'L pONTIN0005 STEPPED FOOTING ELEVATION !o\TTPIa AL pETAINING WALL RM9M all �j T CH e: �R a. TYPICAL HOLD-DOWN DETAIL B�InDI�NG CORNERS+ SLAB TRANSITION DETAIL^GARAGE 9 a..,.ve•ro I� SLACK 9H'.,I'O' . Job Truss Truss Type qty ply 630467 001 DUAL PITCH 17 1 A PMT E126139 1/12I2012 9:17:58 AM e V-1 Job Reference o tion�ndl�n. .d Bos/ utions,&dd7-1 4005 7.250 s Sep 1 2010 MTekb 0813:04:55 2012 PagID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-NEGNjgPyQ91yt\N 3604 BwhznCW 42 0 12-0-0 16-4-15 23-9-12 0118 7-10-0 4 4-15 1-9-12 • ScWe 1v1. aA 12 13 11 - 11 2W 5.50 12 , 5 10 1 0.75F1: 1 'h T2 15 1 .3 In .. a 0 B1 02 7 c 1 wo II 2 Q-5- 4-1-8 4 2-0 1 2-0-0 22-0-0 0-5-� 3-8-0 0-0-8 7-10-0 10-0-0 Plate Offsets X, 3:0.4-0 0-1-10 4:0.4-6 0-4-0, 6:0.3-8,Ed a 8:0-3-0 0-3-4 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.30 3-8 >861 240 MT20 169/123 (Roof Snow 30.0)0.0 Lumber Increase 1.15 BC 0.38 Ve L -0.56 3-8 >461 180 TCLL 1 Rep Stresslncr YES WB 0.10 Ho(TL) 0.25 6 n/a n/a BCLL .0 ' Matrix Code IBC2009/TP12007 BCDL 10.0 (Matrix) Weight:118 lb FT=0% LUMBER BRACING TOP CHORD 2 X 10 SYP M 23*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T2:2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 1650E 1.5E MTek recommends that Stabilizers and required cross bracing be installed WEBS 2 X 4 SPFS No.2 durin truss erection,in accordance with Stabilizer Installation uide. WEDGE Right:2 X 4 SPF-S No.2 REACTIONS (lb/size) 6=913/0-5-8 (min.0-1-8),2=918/0-5-8 (min.0-1-8) Max Horz2=231(LC 8) Max Uplift6=436(LC 9),2=473(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1 TOP CHORD 2-9=-332/173,3-10=-1079/381,10-11=-955/391,11-12=-927/395,4-12=-890/408,4-13=-985/468,13-14=-1046/457,5-14=-1085/455, 5-15=-1191/496,6-15=-1269/480 BOT CHORD 3-8=-278/975,6-8=-326/1047 >' WEBS 4-8=-45/265 NOTES (10) 1 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6;Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)-5-114 to -2-11-4,Interion(1)-2-11-4 to 4-10-8,Exterior(2)4-10-8 to 7-10-8,Interior(1)10-10-8 to 16-8-4 zone;cantilever left_and right exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category Il;Ecp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. + 4)This truss has been designed for greater of min roof live load of 18.5 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 6 and 473 lb uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard � .t• 1.,-1 - 1 j i St�1 V'i 0 1 PAU,i t. Job Truss Truss Type Qly ply 630467 002 GIRDER 1 1 A MGMr E126139 1/12/2012 9:18:06 AM Job Reference o tional Boise Slrucis,ti, utions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:04:56 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-rQqlxAQaBXJ33Mh35sDNv2b3Z9DiFRfUBC?kS7znCW -1-9-12 4-1-8_ 4-�-1 12-0-0 16-4-15 22-0-0 23-9-12 , 1-9-12 4-1-8 0- -9 7-9-15 44-15 5-7-1 1-9-12 Seal,IA2. am 4 12 13 11 14 2s4 5.50 12 5 10 a.75 12 1 T2 15 3 T1 0 B1 B2 7 16 a 17 89- 0 41a 2 Q-5-� 4-1-8 4-2-1 12-0-0 22-0-0 0-5- 3-8-0 0-0-9 7-9-15 10-0-0 Plate Offsets X, 4:0-4-7 0-4-0, 6:0-0-14 0-1-12, 8:04-0,0-5-4 TOLDING(ps O 0 SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.72 Vert(LL) 0.52 3-8 >498 240 MT20 1691123 TCDL 1 15.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.91 3-8 >284 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(TL) 0.41 6 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:138 lb FT=0% LUMBER BRACING TOP CHORD 2 X 10 SYP M 23*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc pudins. T2:2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. BOB CHORD 2 X 6 SYP M 23 MTek recommends that Stabilizers and required cross bracing be installed WEBS 2 X 4 SPFS No.2 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=1413/0-5-8 (min.0-1-8),2=1418/0-5-8(min.0-1-8) Max Horz2=232(LC 8) Max Uplift6=688(LC 9),2=725(1_C 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=569/265,3-9=-463/288,3-10=-2121/964,10-11=-1998/977,11-12=-1971/981,4-12=-1934/993,4-13=-2072/1083,13-14=2133/1071, 5-14=2173/1070,5-15=2194/1075,6-15=2275/1060 BOT CHORD 3-16=-782/1968,8-16=-782/1968,8-17=-810/1941,6-17=-810/1941 WEBS 4-8=401/952 NOTES (14) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf,h=35ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Automatic zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.5 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)The solid section of the plate is required to be placed over the splice line at joint(s)8. 6)Plate(s)at joint(s)8 checked for a plus or minus 1 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 688 lb uplift at joint 6 and 725 lb uplift at joint 2. 10)Beveled plate or shim required to provide full bearing surface with buss chord at joints)2. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down and 290 lb up at 10-3-0,and 500 lb down and 290 lb up at 3-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 14)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-00,2-3=-75,3-4=-60,4-7=-60,3-6=13 Concentrated Loads(lb) Vert:16=500(F)17=500(F) Job TOOu3SS ]MONO ussType � - Qtyply630467 TRUSS 2 1 E_ 1/1 PMi E126139_ 2/20t2 AM 9:19:27 Job Reference o tional Boise StructuralyWutions,Biddeford,ME 04005 7250 s Sep 1 2010 MTek Industries,Inc.Wed Feb 0813:04:56 2012 Page 1 y ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-rQglxAQaBXJ33Mh35sDNv2bBa9LJFUsUBC7kS7znCW -1-9-12 3-9-11 7-6-0 1-9-12 3-9-11 3-8-5 .. 'Sm1°=120. ' 7.5z411 1.5YA a 5.so rl2 W2 T1 .r 2' ' st : _ - F - r 5 xm u a „4 7-6-0 7-6-0 Plate Offsets X 2:0-0 0 0-1-3 LOATCLL (Ps30.0 SPACING 1-4-0 CSI DEFL in (too) I/defl L/d PLATES. GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.20 Vert(LL) -0.02 2-5 >999 240 MT20 169/123 TCDL 15.0 lumber increase 1.15 BC 0.17 Vert(TL) -0.06 2-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2009ITPI2007 (Matrix) Weight:33 lb. FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SPF 165OF 1.5E a BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS WEDGE 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed Left:2 X 4 SPFS No.2 during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 5=244/0-5-8(min.011-8),2=401/0.5-8(min.0-1-8) V Max Horz2=223(LC 8) ° s Max Uplift5=-138(LC 8),2=-239(LC 8) Max Grav5=285(LC 2),2=416(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-313772,6-7=-284/74 WEBS 3-5=-248/264 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-11-9-12 toy 1-24,Interior(1)1-24 to 3-1-5,6denor(2)3-1-5 to 74-4 zone;cantilever left and right exposed;C-C for members•and forces&MWFRS for reactions - shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.5 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 5 and 239 lb uplift at joint 2. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions= LOAD CASE(S) Standard ' � a Job 7004 Truss Type Qty Ply 630467 MONO TRUSS 2 1 A_MC0_El26139_1/12/2012 9:18:11 AM Job Reference o ticnal Boise Structural�:olutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:04:57 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-KdO78WQCyrRwhWGFeakcSF8OPZiMybdPsll?ZznCW -5-1 1-12 4-2-0 0- -0 3 4-0 1-9-12 4-1-8 0- -8 3-4-0 scale-1:27. 3411 4 W1 a.7s 12 9 7 B1 54= T1 a a 1.5A u 2 t Plate Offsets X 3:Ed e,0-0-4 LOADTCLL (Ps30.0 SPACING 1-4-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.07 Vert(LL) 0.02 3 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.03 3 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:50 lb FT=0% LUMBER BRACING TOP CHORD 2 X 10 SYP M 23 TOP CHORD Structural wood sheathing directly applied or 34-8 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5=243/0-5-8 (min.0-1-8),2=405/0-5.8 (min.0-1-8) Max Horz2=296(LC 8) Max Uplift5=162(LC 8),2=232(LC 8) Max Grav5=283(LC 2),2=417(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-5-11-4 to-2-11-4,Interior(1)-2-11-4 to-1-0-11, Exterior(2)-1-0-11 to 3-24 zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 5 and 232 Ito uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joints)2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type OtY Ply 630467 005 COMMON 5 1 B PMT E126139_1/12/2012 9:18:18 AM Job Reference a flonal Boise Structural F1lutlons,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:04:58 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-opyW MsRgj9ZnlgrSCH Ff?TgRyzyYjGmneW UrXOznCW 7-8-10 .12-0-0 _6 3-6 23-10-0 7-8-10 4-3-6 4-3-6 7-6-10 _ 8..J.=1,38. 4.4_ ,. '3 - 10 — 11 1.5.4 0 12 n, G • 1.5../ , 13 3 T1 - ..... — T2 - 7 1 14 f 5 1 B1 B2 sm 4 .. -. •• � 09 II 12-0-0 23-10-0 12-0-0 11-10-0 Plate Offsets X 1:Ed a 0-2-0, 5:Ed a 0-1-9, 6:0-4-0 0-4-12 ' T (Ps CLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP Plates Increase 1.15 TC 0.60 Ve� )LL 0.16 1-6 >999 240 MT20` 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 40.44 VeTL -0.36 1-6 >789 180 BCLL BCDL 10.0 Rep Stress Incr YES WB 0.52 Holz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:93 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc pudins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE during truss erection,in accordance with Stabilizer Installation guide. Left:2 X 3 SPF No.2,Right:2 X 4 SPF-S No.2 REACTIONS (lb/size) 1=1290/Mechanical,5=1290/0-3-8 (min.0-2-0) Max Horz 1=-378(LC 6) ' Max Uplift1=483(LC 8),5=-484(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-19167761,7-8=-1747/765,2-8=-1605/788,2-9 1456/694,9-10=-1433/694,3-10=-13951717,3-11=-1394/717,11-12=-1433/694, 4-12=-1456/693,4-13=-1599/785,13-14=-1741/762,5-14=-1910/758 BOT CHORD 1-6=489/1491,5-6=-085/1481 WEBS 2-6=-538/420,3-6=493/1040;4-6=-526/418 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to 20-84 zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 A 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith any other live loads. 5)'This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 1 and 484 lb uplift at joint 5. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard' ' 1 1 Job Truss Truss Type Qty Ply 630467 006 COMMON 2 1 B_MOHC_El26139_1/12/2012 9:18:23 AM Job Reference(option I Boise Structural solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:04:59 2012 Pa 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-G?VuZCSSUShewgQem_n4XgDciMlnSjOwtAE03S.n W 7-8-10 12-0-0 16-3-6 23-10-0 7-8-10 4-3-6 4-3 6 7-6-10 Sad. 1:30.1 4.4_ 3 10 11 1.6.4\\ 0 12 1.5x1 0.75 12 2 1 4 - 13 0 T1 T2 7 4 1 5 1 B1 B2 0 3>m i 8>9 0�II 12-0-0 23-10-0 12-0-0 11-10-0 Plate Offsets X, 1:Ed a 0-2-4, 5:Ed e,0-1-9 6:0-4-0,0-4-12 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.60 Vert(LL) 0.16 1-6 >999 240 MT20 169/123 (Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.36 1-6 >789 180 BCDDL 10.0 • Rep Stress[nor YES WB 0.52 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:93 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc puriins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE durin truss erection,in accordance with Stabilizer Installation cruide. Left:2 X 3 SPF No.2,Right:2 X 4 SPF-S No.2 REACTIONS (lb/size) 1=1290/Mechanical,5=1290/0-3-8 (min.0-2-0) Max Horz 1=378(LC 7) Max Uplift1=-483(LC 8),5=-484(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=1916/761,7-8=-1747/765,2-8=1605/788,2-9=-1456/694,9-10=-1433/694,3-10=1395/717,3-11=-1394/717,11-12=-1433/694, 4-12=1456/693,4-13=-1599/785,13-14=-1741/762,5-14=-1910/758 BOT CHORD 1-6=489/1491,5-6=-485/1481 WEBS 2-6=-538/420,3-6=493/1040,4-6=526/418 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to 20-84 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;PF30.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 1 and 484 lb uplift at joint 5. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard i Job Truss Truss Type Qty Ply 630467 007 GIRDER 1 1 B_MGMT E1 ce 26139_o ticn1/12/2012al 9:18:29 AM Boise Structural s Job Referenolutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:04:59 2012 Page 1 ID:8Hx38DIbtwb4hJ9wrLJ67UcyYWZg-G?VuZCSSUShewgQem_n4XgDcyMGOSdCwtAE03S.� W -1-9-12 5-1-7 9-1 1-4 14-0-12 18-10-9 24-0-0 25-9-12 1-9-12 5-1-7 4-9-13 41-8 4-9-13 5-1-7 1-9-12 . Sole=1:44. a 41 S .. rz 73 14 .. r• 0.75 F12 N4 i2 15 ZA s s T1 11 , n 1° 2 1 ` 7 Bt B2 Id 1 . - 10 17 QM= 9 9A 1-4 14-0-12 24-0-0 9-11-4' 4-1-8 9-1 1-4 Plate Offsets X 2:0-0-14,Ed e, 5:0-5-4,04-0, :0-0-14 Ed e, 9:0-4-0,0-4-12 10:0-4-0 0-5-0 T (ps 0 CLL 0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.58 Vert(LL) 0.22 9-10 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.55 - Vert(TL) -0.39 9-10 >724 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95. Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:141 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD. Structural wood sheathing directly applied or 2-10-11 oc pudins. BOT CHORD 2 X 6 SYP M 23 f BOT:CHORD Rigid ceiling directly applied or 548-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE durin truss erection in accordance with Stabilizer Installation guide. Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 , REACTIONS (lb/size) 2=4152/0-5-8 (min.0-3-14),7=4152/0-5-8 (min.0-3-14) Max Horz2=-314(LC 5) Max Uplift2=2049(LC 7),7=-2055(LC 8) Max Grav2=4711(LC 17),7=4711(LC 17) a FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-7734/3250,3-11=-7515/3276,3-12=-7196/3157,12-13=-6999/3166,4-13=-6932/3177,4-5=-6207/2881,5-14=-6912/3178, 14-15=-6979/3168,6-15=-7176/3158,6-16=-7496/3278,7-16=-7715/3251 BOT CHORD 2-10=-2775/6413,10-17=-2577/6188,9-17=-2577/6188,7-9=-2614/6397 1 WEBS 3-10=-355/243,4-10=-1365/2998,5-9=-1383/2960,6-9=-357/244 NOTES (15) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 r 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. ' 4)This truss has been designed for greater of min roof live load of17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)The solid section of the plate is required to be placed over the splice line at joint(s)10. 7)Plate(s)at joint(s)10 checked for a plus or minus 1 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2049 lb uplift at joint 2 and 2055 lb uplift at joint 7. 11),This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 12)"Pin all pitchbreaks"Member end fixity model was used in the analysis and design of this truss. 13)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)2375 lb down and 1178 lb up at 9-11 A,and 597 lb down and 326 lb up at 12-0-0,and 2375 lb down and 1211 lb up at 14-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 15)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-90,4-5=-90,5-8=-90,2-7=-20 Concentrated Loads(lb) Vert:10=2375(B)9=-2375(B)17=-597(B) Job Truss Truss Type Oty Ply f 630467 008 GIRDER 3 1 C_PMi E126139_1/12/20129:18:33AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc. Wed Feb 0813:05:00 2012 Par 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-kB3GmYT5FmgVYz?gKilJ4umokmVDB5a46gzycuznCW 2-6-12 5-11-0 13-11-2 2-6-12 5-11-0 8-0-2 SCl16 5 T2 34% 4 G 44 L 3 W3 4.T7 Ill2 T1 wr B 2 LAB1 1 7 C 3M II SA 44_ 5-11-0 13-11-2 Plate Offsets KYY [2:0-0-14.0-2-61- 5-11-0 8-0-2 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0(Roof Snow--30.0) Plates Plates Increase 1.15 TC 0.51 Ve LL 0.39 6-7 >414 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -0.58 6-7 >276 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:67 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. T2:2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. BOT CHORD 2 X 6 SYP M 23 WEBS 1 Row at midpt 3-6 WEBS 2 X 4 SPF-S No.2 REACTIONS (lb/size) 6=1725/Mechanical,2=1029/0-7-12 (min.0-1-8) Max Horz2=-158(LC 10) Max Uplift6=-860(LC 5),2=-604(LC 7) Max Grav6=1801(LC 2),2=1050(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2258/1095 BOT CHORD 2-7=-910/2036,6-7=-910/2036 WEBS 3-7=917/1616,3-6=-2144/959 NOTES (12) 1)Wind:ASCE 7-05;120mph;TCDL=6.OpsF,BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 860 lb uplift at joint 6 and 604 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)"Pin all pitchbreaks"Member end fixity model was used in the analysis and design of this truss. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-45 Trapezoidal Loads(plf) Vert:2=9(F=O,B=0}to-0=-383(F=187,B=187) Job Truss Truss Type Oty Ply 630467 009 MONO TRUSS 4 1 E_MCO_El261391/12120129:19:31AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 08 13:05:012012 Page 1 ID:8Hx38Dl uTj04yM97altPpYc5lyrAyOwhmDKUjV8LznCWrr tPpYc5lyrAyOwhmDKUjV8LznCW -1-9-12 6-3-6 9-11-4 1-9-12 6-3 6 3-T14 4 3 0.73 FIT 7 y - W2 T1 0 i 01 i em 11 9-11-4 9-11-4 Plate Offsets X, 2:0-3-8 Ed e TOADING(ps 0CLL 0 SPACING 2.0-0 CS! DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.62. Vert(LL) -0.23 2-5 >511 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.61 2-5 >193 180 BCLL 0.0• Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 5 n/a Na BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:38 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPFS No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE Left:2 X 4 SPF-S No.2 tduring truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5=523/Mechanical,2=717/0-5-8 (min.0-1-8) Max Horz2=492(LC 8) Max Uplift5=-294(LC 8),2=-342(LC 8) Max Grav5=614(LC 2),2=737(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-585/2,6-7=-455/19,3-7=323/37 G BOT CHORD 2-5=-284/388 WEBS 3-5=-513/423 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=&0psf;h=35ft;Cat.11;Exp C;enclosed;M WFRS(low-rise)gable end zone and C-C Exterior(2)-1-9-12 to - 1-2-4,Interior(1)1-2-4 to 5-6-9,Exterior(2)5-6-9 to 9-9-8 zone;cantilever left and right exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;PI-30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcutrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refeato girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 294 lb uplift at joint 5 and 342 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard i Job Truss Truss Type Qty Ply 630467 010 MONO TRUSS 6 1 �E_MCO E126139 1/12/2012 9:19:34 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:02 2012 Pee 1 ID:8Hx38D1 btwo4hJ9wrU67UcyYWZg-gaBOBDULnN4DnH9DR7Kn9JrCialxfAU MZ8S3gnznC W -1-9-12 4-9-1 7-10-3 1-9-12 4-9-1 3-1-2 1.Sx4 II Sul.=1:25.5 4 6 1.5.4 O 3 a.75 12 7 W2 T1 1 e 2 81 1 s 2M II U4= 7-10-3 7-10-3 Plate Offsets X 2:0-3-0,0-1-4 TOLDING(Ps30.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.29 Vert(LL) -0.20 2-5 >469 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.49 2-5 >188 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:30 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPFS No.2 Mi7ek recommends that Stabilizers and required cross bracing be installed WEDGE Burin truss erection,in accordance with Stabilizer Installation guide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 5=404/Mechanical,2=606/0-5-8(min.0-") Max Horz2=425(LC 8) Max Uplift5=251(LC 8),2=-315(LC 8) Max Grav5=468(LC 2),2=622(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-Al forces 250(lb)or less except when shown. TOP CHORD 2-6=-436/18,6-7=-325/31 BOT CHORD 2-5=257/275 WEBS 3-5=-380/356 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)-1-9-12 to 1-2.4,Interior(1)1-2-4 to 3-5-8,Exterior(2)3-5-8 to 7-8-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 lb uplift at joint 5 and 315 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1 Job Truss Truss Type Qty Ply 630467 011 MONO TRUSS. 6 1 E_MCO_E126139_1/1212012 9:19:37 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:03 2012 Pagge 1 I D:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-8mlOPZVzYhC4PRkP?grOhW 01W_eiOf4WooCcCDznCW 1-9-12 5-10-3 1-9-12 5-10-3 . SWe=1:20. 3 0.75 12 W1 t T1 Bt 5103 , Plate Offsets X : 2:0-3-0,a1-4 5-10-3 T (psi CLL 0 SPACING 2-0-0 CSI DEFL in .(Ioc) Udefl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.61 Vert(LL) -0.06 2-4 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC" 0.51 Vert(TL) -0.14 2-4 >494 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2009/rP12007 (Matrix) Weight:23 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 ,, , BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPFS No.2 MiTek recommends that Stabilizers and required cross bracingbe installe Left:2 X 4 SPF-S No.2 d WEDGE durin truss erection,in accordance with Stabilizer Installationg guide. ' REACTIONS (lb/size) 4=288/Mechanical,2=503/0-5-8(min.0-1-8) Max Horz2=359(LC 8) Max Uplift4=-211(LC 8),2=-285(LC 8) Max Grav4=329(LC 2),2=515(LC 2) ' FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-272/269 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat..11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom' chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 4 and 285 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions ` T LOAD CASE(S) Standard " t Job Truss Truss'Type Qty Ply 630467 012 MONO TRUSS 6 1 E_MCO_E126139_1/12/2012 9:19:40 AM Job Reference o tionat Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 08 13:05:03 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-8mIOPZVzYhC4PRkP?grOhWOMm—gwOf4WooCcCDznCW -1-9-12 3-10-3 1-9-12 3-10-3 ,.Si1 II SWe:34•=1 3 5 GIS F12 W1 T, 2 1 81 4 1 as II 1.5.4 II 3-10-3 3-10-3 Plate Offsets X 2:0-3-0 0-1-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 Ve LL -0.01 2-4 >999 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.36 Ve� ) rzTL -0.02 2-4 >999 180 BCDDL 10 0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:15lb FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed WEDGE during truss erection,in accordance with Stabilizer Installation gi jide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 4=163/Mechanical,2=407/0-5-8 (min.0-1-8) Max Horz2=269(LC 8) Max Uplift4=-113(LC 8),2=-273(LC 8) Max Grav4=183(LC 2),2=413(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 4 and 273 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 630467 013 MONO TRUSS 6 1 E MCO_E126139 1/12/2012 9:19:43 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 M,Tek Industries,Inc.Wed Feb 0813:05:04 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-czJncvW bl?KxObJcZYMFEkwXSN276KfOSx9lfznCW -1-9-12 1-10-3 1-9-12 1-10-3 _ 5 ° e.7s s w z, T, , a .0 1-10-3 1-10-3 Plate Offsets X 2:0-3-0,0-1.4 LOADING(psf) )(TCLL 30.0 SPACING 2-0-0 CSI DEFL in loc Well Ud PLATES GRIP � (Roof Snow--30.0) Plates Increase 1.15 TC 0.34' Vert(LL) -0.00 2 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC' 0.20 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:9lb FT=.0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 : TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins, except end verticals. BOB CHORD 2 X 4 SYP BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S N No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE Left:2 X 4 SPF-S No.2 duringtruss erection,in accordance with Stabilizer Installation guide. " REACTIONS (lb/size) 4=6/Mechanical,2=344/0-5-8 (min.0-1-8) Max Horz2=180(LC 8) Max Uplift4=-45(LC 12),2=-302(LC 8) Max Grav4=51(LC 6),2=345(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 : 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 4 and 302 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions u LOAD CASE(S) Standard , t Job Truss Truss Type Qty Ply 630467 014 MONO TRUSS 5 1 E MCO E126139 1/12/2012 9:19:48 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiiTek Industries,Inc.Wed Feb 0813:05:04 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-czJncvW bl?KxObJCZYMFEkWXW N 1 T76KfOSx9lfznCW -1-9-12 2-10-8 1-9-12 2-10-8 Sole�1:13. 7.5z4 II 3 5 E.75 12 wt T1 2 1 B1 4 1 Za II 1.5A II 2-10-8 2-10-8 Plate Offsets X 2:0-3-0,0-1-4 LOADING(ps 0 TCL 0 SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.33 Vert(LL) -0.00 2-4 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.28 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:12 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPFS No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE Burin buss erection in accordance with Stabilizer Installation uide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 4=96/Mechanical,2=368/0-5-8 (min.0-1-8) Max Horz2=226(LC 8) Max Uplift4=-55(LC 8),2=-276(LC 8) Max Grav4=107(LC 2),2=371(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05:Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live ' loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to buss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 4 and 276 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job L015S s Truss Type Qty Ply 630467 MONO TRUSS 1 1 E_MCO_E126139_1/12/2012 9:19:51 AM Job Reference o flonal Boise Structural Solutons,Biddeford,ME 04005 7.250 s Sep 1 2010 MiTek Industries,Inc.Wed Feb 0813:05:05 2012 Pa 44e 1 1-9-12 I D:8Hx38DI btwo4hJ9wrU67UcyYWZg-59t9g FXD3lSoeluo6FuUnxTiiBnLosZapF6hjH6.N 4-3-0 1-9-12 4-3-0 ' Sol.=1:17. • 9 5 , ' 5.75 12 W1 T1. E A. B1 - , _DD II 1.5x4 II 4-3-0 • 4-3-0 Plate Offsets X 2:0-3-00-1-4 LOADING(psf)0.0 SPACING 2-M CSI DEFL in (loc) Vdefl L/d PLATES GRIP CLL(Roof Snow=30.0) Plates Increase 1.15 TC 0.34 Vert(LL) -0.01 2-4 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.04 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:1611b FT=0% LUMBER f BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins;'except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE Burin buss erection,in accordance with Stabilizer Installation guide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 4=189/Mechanical,2=425/0-5-8 (min.0-1-8) Max Horz2=287(LC 8) Max Uplift4=-134(LC 8),2=-274(LC 8) Max Grav4=213(LC 2),2=433(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; ' cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom . chord and any other members. 7)Refer to girders)for truss to truss connections. f' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 4 and 274 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type C1y Ply 630467 016 MONO TRUSS 4 1 E MCO E126139_1/12/2012 9:19:55 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:05 2012 Page 1 ID:8Hx38Dl btwo4hJ9wrU67UcyYWZg-59t9gFXD3lSoeluo6FuUnxTiGnMssZapF6hjH6znCW -1-9-12 3-6-3 1-9-12 3-6-3 s.4 n 9 5 0.75,2 W1 t T1 2 B, 4 1 2�I ,.Sa4 II 3-6-3 3-6-3 Plate Offsets X 2:0-3-0 0-1-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.01 2-4 >999 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.33 Vert TL -0.02 2-4 >999 180 TCLL 15.0 Rep Stresslncr YES WB 0.00 Horc(TL) -0.00 4 n/a n/a BCLL 0.0'BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:14 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purtins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE duringtruss erection in accordance with Stabilizer Installation guide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 4=141/Mechanical,2=393/0-5-8 (min.0-1-8) Max Horz2=254(LC 8) Max Uplift4=-94(LC 8),2=-273(LC 8) Max Grav4=158(LC 2),2=398(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60•plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has,been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 4 and 273 lb uplift at joint 2. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/rPl 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply '630467 017 MONO TRUSS 4 1 E MCO E126139 1/12/2012 9:19:59 AM Job Reference(optional) Boise Structural Siiiutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:06 2012 Pagge 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-ZLQX1 bXrgcafGuS-gyPjJ90tOBIZbOgyUmQGpYznCW -1-9-12 1-6-3 1-9-12 1-6-3 3 5.7514 W1 2 T7 1 . FA. .. 4 1.5.4 II - 1-6-3 1-6-3 Plate Offsets 2:0-378,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (toc Vdefl L/d PLATES 'GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.00 >999 240 MT20 169/123 TCLL 10.0 (Roof Snow--30.0) 2 5.0 Lumber Increase 1.15 BC° 0.18 Vert(TQ -0.00 2 >999 180 Rep Stress Incr YES WB 0.00 Horz(TQ 0.00 4 n/a n/a BCD 0L 10.0 BC .0 ' Code IBC2009/TP12007 (Matrix) Weight:7lb .FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPFS No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc purfiris, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 Mi Left:2 X 4 SPF-S No.2 Tek recommends that Stabilizers and required cross bracing be installed WEDGE duringtruss erection in accordance with Stabilizer Installation uide. , REACTIONS (lb/size) 4=-33/Mechanical,2=347/0-5 f8 (min.0-1-8) Max Horz2=165(LC 8) " Max Uplift4=-74(LC 12),2=-324(LC 8) Max Grav4=68(LC 8),2=348(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6:Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. . ' . . . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 4 and 324 lb uplift at joint 2. 4 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 630467 107 GIRDER 1 1 B_MCO E126139_1/12/2012 9:19:21 AM e Job Reference (optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:07 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-1Y vFxYUbwWt2lAEgwysMY?Fb?sKEx6jQApL znCW 5 1-7 9-11-4 14-0-12 18-10-9 23-10-0 5-1-7 4-9-13 4-1-8 4-9-13 4-11-7 Sale=1:33. 3 11 T2 12 8.75 12 13 10 2d i 2 5 T1 pW2 W, 14 5 1 qt w2 e1LLJ e2 I� 3 15 7"= 3z10= IWO= ena= 9-11-4 14-0-12 23-10-0 9-11-4 4-1-8 9-9-4 Plate Offsets X, 1:0-0-14,Ed e, 4:0-5-4,0-4-0, 6:0-0-1,0-1-11, :0-0-0,0-4-12, 8:0-4-0,0-5-0 LOADING(psf)TCLL 30.0 SPACING 2-0-0 CSI DEFL ( )in loc Ildefl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.56 Vert(LL) 0.22 7-8 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.39 7-8 >724 180 BCLL 0.0 • Rep Stress Incr NO WB 0.97 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:133 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD 2 X 6 SYP M 23 BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed WEDGE Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=3954/0-5-8 (min.0-3-10),6=3973/0-3-8 (req.0-3-11) Max Horz 1=311(LC 6) Max Upliftl=-1833(LC 7),6=-1849(LC 8) Max Gravl=4400(LC 16),6=4418(LC 16) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-7778/3325,2-9=-7538/3341,2-10=7230/3181,10-11=7026/3195,3-11=-6913/3205,3-4=-6232/2902,4-12=6883/3204, 12-13=-6995/3194,5-13=-7198/3185,5-14=-7469/3325,6-14=-7705/3308 BOT CHORD 1-8=-2832/6516,8-15=-2611/6203,7-15=-2611/6203,6-7=-2701/6422 WEBS 2-8=-045/318,3-8=-1387/3025,4-7=1405/2965,5-7=-370/289 NOTES (15) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)The solid section of the plate is required to be placed over the splice line at joint(s)8. 6)Plate(s)at joint(s)8 checked for a plus or minus 1 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)WARNING:Required bearing size at joint(s)6 greater than input bearing size. 10)Provide mechanical connection(by ottiers)of buss to bearing plate capable of withstanding 1833 lb uplift at joint 1 and 1849 lb uplift at joint 6. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 12)"Pin all pitchbreaks"Member end fixity model was used in the analysis and design of this truss. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2375 lb down and 1178 lb up at 9-11-4,and 597 lb down and 326 lb up at 12-0-0,and 2375 lb down and 1211 lb up at 14-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 15)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=90,3-4=-90,4-6=90,1-6=-20 Concentrated Loads(lb) Vert:8=-2375(B)7=-2375(B)15=-597(B) Job Truss Truss Type Qly Ply 630467 008 GIRDER 1 7Jb E126139_1H2/20129:18:38AM ence o 6nal Boise Structural Solut ons,Biddeford,ME 04005 7.250 s Sep 12010 M6Tek Industries,Inc.Wed Feb 0813:05:07 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-1Y vFxYUbwiWt2lAEgwysMYvQbwjKHH6jQApL znCW 5-11 0 13-11-2 5-11-0 8-0-2 3 4.n i2 - e . SE T1 2 W3 B7 I g + 3n0 11 a 5-11-0 13-11-2 5-11-0 _ 8-0-2 Plate Offsets X 3:0.3-9,Ed e, 4:Ed a 0-1-12 TOADING(ps 0CLL 0 SPACING 1-0-0 CS] DEFL in (loc) Vdefl L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.93 Vert(LL) 0.35 4-5 >467 240 MT20 1691123 TCDL 15.0 Lumber Increase- 1.15 BC 0.89 Vert(TL) -0.51 4-5 >318 180 BCLL 0.0 • Rep Stress Incr NO WB' 0.82 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code IBC2009/rP12007 (Matrix) Weight:66 lb FT=0% LUMBER BRACING ' TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 44-9 oc pudins, except end verticals. BOT CHORD 2 X 6 SYP M 23 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing WEBS 2 X 4 SPF-S No.2*Except'. WEBS 1 Row at midpt 2-4 W3:2 X 4 SPF 165OF 1.5E REACTIONS (lb/size) 1=900/0-7-12 (min.0-1-8),4=1738/Mechanical " Max Horzl=-163(LC 10) Max Upliftl=457(LC 7),4=-874(LC 5) Max Gravl=914(LC 2),4=1798(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-Al forces 250(lb)or less except when shown. TOP CHORD 1-2=-2211/1128 , BOT CHORD 1-5=-946/2000,4-5=-946/2000 WEBS 2-5=-880/1540,2-4=-1994/960 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girders)for truss to truss connections. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 457 lb uplift at joint 1 and 874 lb uplift at joint 4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIrl-PI 1. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) 1)Snow u Standard berincrease=1.15,Plate Increase=1.15 M Trapezoidal Loads(plf) Vert:1=-9(F=O,13=0)-to-4=383(F=-187,B=-187) Job Truss Truss Type Qty Ply 630467 109 MONO TRUSS 2 1 E_MCO_E126139_7/1212012 9:20:01 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:08 2012 Pa gge 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-VkYHSHZ6MDgMVCcNoNRBOa58p?LQ3sMFx4vNuRznCW 6-3 6 9-11-4 6-3-6 3-7-14 Sc.].=lac. 20 II 7 1.5X4 0 5.7s ill2 2 e T1 W2 5 1 1 Bi 4 Sin°II 5,0= 9-11-4 9-11-4 Plate Offsets X, 1:0-3-8,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.23 1-4 >511 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.54 Vert(TL) -0.64 1-4 >184 180 TCLL 15.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 ' Code IBC2009/TPI2007 BCDL 10.0 (Matrix) Weight:35 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE Left:2 X 4 SPF-S No.2 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=538/0-5-8 (min.0-1-8),4=538/Mechanical Max Horz 1=414(LC 8) Max Upliftl=-142(LC 8),4=-314(LC 8) Max Grav1=556(LC 2),4=617(LC 2) . FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=562/33,5-6=-450/33,2-6=-329/53 BOT CHORD 1-4=-319/401 WEBS 24=-529/467 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interiog1)3-0-0 to 5-6-9,Exterior(2)5-6-9 to 9-9-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct--1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-"wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 1 and 314 lb uplift at joint 4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 630467 110 NANO TRUSS 1 1 �E�_MCO E126139 1/12/2012 9:20:05 AM Job Refe_rence o Wnal Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 0813:05:09 2012 Page 1 ID:8Hx38DI btwo4hJ9wrU67UcyYWZg-zw6gfdak7XyD7MBZL5yOxndMAOhZoL?OAkfwOtznCW 4-9-1 7-10-3 4-9-1 3-1-2 Sal.=,14. 3 3 0.75 12 7 2 .S W2 r1 , HI -11 81 2m!I _ aim 11 � 7103 7-10-3 Plate Offsets X, 1:0-3-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.20 1-4 >469 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC•. 0.54 Vert(TL) -0.49 1-4 >188 180 , TCLL 15.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 4 n/a n/a ` BCLL 0.0'BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:27 lb FT=0% LUMBER y BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be in Left:2 X 4 SPF-S No.2 stalled WEDGE duringtruss erection in accordance with Stabilizer Installation uide. R REACTIONS (lb/size) 1=424/0-5-8(min.0-1-8),4=424/Mechanical, W Max Horz 1=346(LC 8) Max Uplift1=-110(LC 8),4=-276(LC 8) Max Grav1=433(LC 2),4=470(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-422/53,5-6=-300/60 BOT CHORD, 1-4=-323/300 WEBS 2-4=-415/447 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.0psf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-5-8,Exterior(2)3-5-8 to 7-8-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=-30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcun•ent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girders)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 1 and 276 lb uplift at joint 4. . 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 630467 111 MONO TRUSS 1 1 E MCO E126139 1/12/2012 9:20:09 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 0813:05:09 2012 Page 1 ID:8Hx38D I btwo4hJ9wrU67UcyYWZg-zw6gfdak7XyD7MBZL5yQxndK1 OkboNZOAkfwOtznCW 5-10-3 5-10-3 ,.5x4 II 2 0.75 12 4 T, W1 qy�I 1 I B1 3 2N I 1.5A I 3A II 5-10-3 5-10-3 Plate Offsets X, 1:0-3-8,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc), Well L/d PLATES GRIP TOLL 30.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.06 1-3 >999 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.35 Vert(TL) -0.14 1-3 >494 180 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 'BCDL 10.0 Code IBC2009/iP12007 (Matrix) Weight:20lb FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE during truss erection in accordance with Stabilizer Installation guide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 1=314/0-5-8 (min.0-1-8),3=314/Mechanical Max Horz 1=280(LC 8) Max Upliftt=72(LC 8),3=-245(LC 8) Max Grav1=318(LC 2),3=338(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-281/308 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 245 lb uplift at joint 3. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 630467 112 MONO TRUSS 1 1 �E—MCO E1261391/12/2012 9:20:12 AM Job Reference o bonal Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 0813:05:10 2012 Pagge 1 ID:8Hx38Dlbtwo4hJ9wrtJ67UcyYWZg-R7g2tzaMur44kW mlvoTfU?AYOoSpXgpYPOOUyJL& 3-10-3 3-10-3 2 0.7s 12 T1 W1, W1 „ r B1 ` 20 II 3-10-3, 3-10-3 Plate Offsets X 1:0-3-8,Ed e LOADING(psf) SPACING 2.0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.01 1-3 >999 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.22 Vert(TL)' -0.02 1-3 >999 180 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 'BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:13lb' FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 M Left:2 X 4 SPF-S No.2 iTek recommends that Stabilizers and required cross bracing be installed. WEDGE durin truss erection,in accordance with Stabilizer Installation guide. . � 1 , REACTIONS (lb/size) 1=204/0-5-8 (min.0-1-8),3=204/Mechanical - Max Horz 1=190(LC 8) Max Upliftl=41(LC 8),3=-164(LC 8) , Max Grav1=204(LC 2),3=210(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6,Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members aid forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;CE=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 5)`This truss has been designed for a five load of 20.Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 164 lb uplift at joint 3. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 630467 113 MONO TRUSS 2 1 E_MCO_E126139_1/12/2012 9:20:15 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:10 2012 Pagge 1 ID:8Hx38DI btwo4hJ9wrU67UcyYWZg-R7g2tzaMur44kW mlvoTftJ?Ac8o7FXgpYP000yJznCW 1-10-3 1-10-3 1 sw.-1:1o. t5x1 II 2 n 075 12 T1 1 w1 B7 3 2x1 1.5z4 II 3,B II 1-10-3 1-10-3 Plate Offsets X, 1:0-3-8 Ed e LOADING(ps i TCLL SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP 0.0 Plates Increase 1.15 TC 0.07 Ve LL -0.00 1 >999 240 MT20 169/123 TCDL(Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.06 Vern )L -0.00 1-3 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2009/1PI2007 (Matrix) Weight 7 lb FT=0%, LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed WEDGE during Wss erection,in accordance with Stabilizer Installation guide Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 1=94/0-5-8 (min.0-1-8),3=94/Mechanical Max Horz 1=101(LC 8) Max Upliftl=-9(LC 8),3=-85(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psi(flat roof snow);Category II;Exp C;Partially Exp.;Ct-1.1 3)Unbalanced snow loads have been considered for this design. 4)This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-M wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 85 lb uplift at joint 3. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type n City ply 630467 208 GIRDER 2 1 �CLMCCLE1261391/12/20129:18:43AM Y Job Reference (optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 1 2010 MTek Industries,Inc.Wed Feb 08 13:05:112012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-vJEQ4lb_f8CxMgLyTW_uOCjj6CROGH3hd281 UmznCW -2-0-12 5-10-10 2-6-12 5-10-10 3 4.77 FIT B T1 • 2 4 - B1 - - 3x1= 2x1 II 4 5-10-10 5-10-10 T (psi CLL 0 SPACING 1.0-0 CS1 DEFL in (loc) Vdefl Ud PLATES GRIP (RoofSnow=30.0) Plates Increase 1.15 TC 0.38 Vert(LL) 0.04 2-4 >999 240 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.22 Vert(TL) -0.05 24 >999 180 BCLL 0.0• Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2009frP12007 (Matrix) Weight:26lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP 270OF 2.2E TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc pudins,except end BOT CHORD 2 X 6 SPF 1650F 1.5E * verticals. WEBS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=106/0-5-8(min.0-1-8),2=151/0-5-8(min.0-1-8) Max 11orz2=179(LC 10) , Max Uplift2=-177(LC 7) Max Grav4=129(LC 2),2=161(LC 2) .; FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (W) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof!ive load of 19.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIrl PI 1. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=45,2-3=45(F=90) Trapezoidal Loads(plf) . Vert:2=10(F=10,B=10}to-4=-147(F=-69,B=-69) z .. - s. A Job Truss Truss Type Qty Ply 630467 210 MONO TRUSS 1 1 E_MCO E126139 1/12/2012 9:20:17 AM Job Reference o tional Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 08 13:05:11 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-vJEQ4lb_f8CxMgLyTW_uOCjhnCNwGH3hd281 UmznCW 7-8-3 7-8-3 Sale=1:24. 2x{II 2 5 0.75 12 4 T7 W1 1 B1 mm II 3 a<_ 1sa4 II 7-8-3 7-8-3 Plate Offsets X, 1:0-0-0 0-0-15, 1:0-1-13,0-4-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.17 1-3 >531 240 MT20 1691123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.48 Vert(TL) -0.42 1-3 >212 180 TCLL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 ' Code IBC2009/rP12007 (Matrix) Weight:30 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-M oc puriins, except end verticals. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directty applied or 10-M oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE during truss erection,in accordance with Stabilizer Installation qu de. Left:2 X 4 SPF-S No.2 REACTIONS (Ib/size) 3=406/Mechanical,1=406/0-3-8(min.0-1-8) Max Horz 1=339(LC 8) Max Uplift3=-270(LC 8).1=-102(LC 8) Max Grav3=450(LC 2),1=415(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-376/384 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.0psf;BCDL=6.Opsf;h=35ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf--30.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5)a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 270 lb uplift at joint 3 and 102 lb uplift at joint 1. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Jab Truss Truss Type �Qly Ply 630467 211 MONO TRUSS 1 1 E_MCO_El26139_111212012 9:20:20 AM , 'R Job Reference c tional Boise,Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:12 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-NVooleccQSKo_pw81 DW7ZQFw9cmX?kJrsita1 CznCW 5-8-3 5-8-3 2N II 2 - a.Ts l + T1 n w1 , B, 3>a II 3 . 5-8-3 5-8-3 Plate Offsets X, 1:0-0-0 0-0-15, 1:0-1-13,04-12 LOADING(psf)TCLLSPACING 240-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.23 Ve )LL -0.04 1-3 >999 240 MT20 1691123 TCDL(Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.27 VeR L -0.11 1-3 >584 180 BCLL 10.0 • Rep Stress Incr YES WB 0.00 Horz( L) 0.00 n/a n/a BC 10.0 Code IBC2009/TPI2007 (Matrix) Weight:24lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE Left:2 X 4 SPF-S No.2 duringtruss erection,in accordance with Stabilizer Installation guide. ` REACTIONS (lb/size) 3=296/Mechanical,1=296/0-3-8 (min.0-1-8) Max Horz 1=272(LC 8) Max Uplift3=-236(LC 8),1=-63(LC 8) Max Grav3=317(LC 2),1=301(LC 2) t FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=263/297 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.If;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 376-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ I 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 236 lb uplift at joint 3 and 63 lb uplift at joint 1. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard I Job Truss Truss Type Qty Ply 630467 212 MONO TRUSS 1 1 E MCO E126139 1/12/2012 9:20:24 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc. Wed Feb 0813:05:12 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-NVooleccQSKo_pw81 DW7ZQFyScpB?kJrskal CznCW 3-8-3 3-8-3 an II 2 4 0.70,2 , I T1 w, 1 W, B, 3m II 3 3x<_ 1.50 II . 3-8-3 3-8-3 Plate Offsets X, 1:0-0-0,0-0-15, 1:0-1-13,0-4-12 LOADING(psf) )(TCLL 30.0 SPACING 2-0-0 CSI DEFL in loc I/deft Vd PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.08 Vert(LL) -0.01 1-3' >999 240 MT20 1691123 TCDL 15.0 Lumber Increase 1.15 BC 0.10 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2009/rP12007 (Matrix) Weight:16lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEDGE durin truss erection,in accordance with Stabilizer Installation guide. Left:2 X 4 SPF-S No.2 REACTIONS (lb/size) 3=186/Mechanical,1=186/0-3-8 (min.0-1-8) Max Horz 1=183(LC 8) Max Uplift3=-156(LC 8).1=-32(LC 8) Max Grav3=190(LC 2),1=187(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=35ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 3 and 32 lb uplift at joint 1. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qly ply 630467 308 GIRDER 2 1 �CLMCCLE1261391/12/20129:18:47AM Job Reference optional) Boise Structural Solut ons,Biddeford,ME 04005 7.250 s Sep 1 2010 MTek Industries,Inc.Wed Feb 0813:05:13 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-siMAV_dEBmSfbzVKaxlM5do1GO9OkBY 5Md8ZeznCW -2-6-12 3-11-5 2-6-12 3-11-5 S.W.-1:13. .. 1.5.411 3 LA 11. - s •w1 2 T1 B1 ------------ 3-11-5 3-11-5 LOADING(ps o 0 SPACING 1-0-0 CS1 DEFL in (loc) I/dell Ud PLATES GRIP CLLPlates Increase 1.15 TC 0.46 Ve� )LL 0.01 2-4 >999 240 MT20 169/123 TCDL(Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.12 VeTL -0.01 2-4 >999 180 BCLL 1p 0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) tE Weight:15lb FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purfinst except end verticals. BOT CHORD 2 X 6 SPF 165OF 1.5E a BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 - REACTIONS (lb/size) 2=239/0-5-8 (min.0-1-8),4=80/0-5-8(min.0-1-8) Max Horz2=-41(LC 10) 4, Max Uplift2=-225(LC 7),4=-13(LC 8) Max Grav2=246(LC 2),4=92(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 1.(lb)or less except when shown. NOTES (10) , 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 2 and 13 lb uplift at joint 4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions t LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pig Vert:1-2=45 Trapezoidal Loads(pig Vert:2=-O(F=5,B=5}to4=-108(F=49,B=49) k. Job Truss Truss Type Qty Ply 630467 500 VALLEY 1 T1D i E126139t/12I20129:18:51 AMeference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc. Wed Feb 0813:05:14 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-KuvZjKety3a W D74X8eYberLEFPVvTe?7KOMh54znCW 3-7-4 8-0-6 3-7-4 4-5-2 swe=1:14. 4X4 a 2 7 5.75 12 5 5.50 12 5 S ST1 9 1 Ll a .1 d 4 2x4% 1.5z4 II 2x4 8-0-6 8-0-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) WeillUd PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.38 Vert LL n/a n/a 999 MT20 1691123 TCDL(Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.08 Ve (TL) n/a n/a 999 BCLLL 1 rz 0.0 Rep Stress Incr YES I WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:18lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpudins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=178/8-0-6(min.0-1-8),3=215/8-0-6(min.0-1-8),4=362/8-0-6 (min.0-1-8) Max Horz 1=-104(LC 6) Max Uplift1=114(LC 8),3=130(LC 9),4=-132(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-275/227 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;PF--30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 1,130 lb uplift at joint 3 and 132 lb uplift at joint 4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard p Job Truss Truss Type Qty, Ply 630467 501 VALLEY 1 1 0_MGMT E126139_1/1212012 9:18:52 AM Job Reference o tionai Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 1 2010 MiTek Industries,Inc.Wed Feb 0813:05:32 2012 Pa gge 1 'ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-0L?MUUr9ibszNuS_CQtpNe4KfgdrhmtnTpjek2znCW 5-7-4 12-5-14 5-7-4 6-10-9 3 a a a.7a,2 Fsz4.II 3.50,2 2 ST, ST2 A d B, T a 3.4 i 1;5N II ,.Sx4 II N4 l 12-5-14 12-5-14 Plate Offsets X 3:0-4-15 0-1-8 TOADING(psCLL i 0 SPACING 2-0 0 CSI DEFIL in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.26 Vert(LL) nla n/a 999 MT20 169/123 TCDL 15.0 Lumber Increase 1.15 BC 0.16 Vert(TL) n/a n/a ' 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TQ 0.00 5 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:30 lb FT=0 LUMBER BRACING TOP CHORD 2 X 4 SPFS No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S No.2 r MiTek recommends that Stabilizers and required cross bracing be installed REACTIONS All bearings 12-5-14. Burin truss erection,in accordance with Stabilizer Installation guide. � ' (lb)- Max Horz 1=-171(LC 6) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 7=-240(LC 8),6=-284(LC 9) Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=388(LC 2),6=497(LC 3) .. FORCES (lb)-Max.Comp./Max.Ten.-All force°s 250(lb)or less except when shown. WEBS 2-7=-299/267,4-6=-374/392 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;6=35ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Cat3gory II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design: 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except Ot=lb)7=240,6=284. 8)This truss is designed in accordance with the 2009 International Building Cade section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard l Job Truss Truss Type Qty Ply 630467 502 VALLEY 1 1 D MGMT El 26139_1/12/2012 9:18:53 AM Job Reference option al Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 0813:05:42 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg=VHc8bvzRMg6YaRDvnW29n[VOHi1_1 H?FmN8A5TznCW 7-7-4 16-11-5 7-7-4 9-4-0 S.W.=1:27 4�- 3 11 12 0.7512 73 14 5.5012 10 41.5N II 1.St4 II 2 ST2 15 Sr3 ST1 i 5 T B1 B2 Cd c 6 7 0 3a4 G 1.5x4 II 3�= 1.5A II 1.5.4 II 4a4 16-11-5 16-11-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.38 Vert(L-) n/a n/a 999 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.18 Vert(TL) n/a n/a .999 BCDL 15.0 Rep Stress lncr YES WB 0.11 Ho )TL 0.00 5 n/a n/a BCDL 10.0 BC 0.0 ' Code IBC2009/TPI2007 (Matrix) Weight:45 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2 X 4 SYP No.2 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2 X 4 SPF-S No.2 during truss erection,in accordance with Stabilizer Installation quide. REACTIONS All bearings 16-11-5. (lb)- Max Horz 1=238(LC 6)' Max Uplift All uplift 100 Ib or less at joint(s)1,5,7 except 9=319(LC 8),6=327(1-C 9) Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=367(LC 1),9=482(LC 2),6=583(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=-306/123,2-9=-389/346,4-6=-450/357 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-6-5 to 3-7-4,Interior(1)3-7-4 to 4-7-6.Exterior(2)4-7-6 to 7-7-6,Interior(1)10-7-6 to 13-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)1,5,7 except(jt=1b)9=319,6=327. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss 7VALLEY Qty Ply 630467 1 1 D MGMT El26139 1/12/2012 9:18:54 AM Boise Structural Solutions,Biddeford,ME 04005 7.250 Job Reference(optional) s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:53 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-hOmlug6Km2V_P7YOwKIkj3SvG8nr6EetlaJ FyKznCV 9-7-4 19-7-4 214-12 9-7-4 10-0-0 1-9-8 3. 20 1.5z4 II .. 0.76 12 1e 4 5.50 12 - - 1.Sx4 II 77 - 2 n f 1e l• - 1.50 II STI Ti _ 0 - T 1 7 z B1 92 a 4x4 6 13 14 12 11 15 10 e e 1.W II 310= - 1.Sx4 II. t.sw II t.W II 3.8 II 19-7-4 214-12 '•Plate Offsets X 3:0-3-2 0-2-0 8:0A-8,0-1 8 19-7-4 1-9-8 LOADING(psf)TCLLSPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.00 7 n/r 180 MT20 169/123 TCDL(Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.22. Vert L -0.01 7 n/r 120 BCLL 10.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code IBC2009ITP12007 (Matrix) Weight:59 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E*Except* . BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B 2 X 4 SPF-S No.2 X WEBS 2 X p MiTek recommends that Stabilizers and required cross bracing be installed 4 SPF-S No.2 OTHERS 2 X 4 SPF-S No.2 during truss erection in accordance with Stabilizer Installation uide. , - REACTIONS All bearings 19-74. (lb)- Max Horz 1=-291(LC 6) Max Uplift All uplift 100lb or less atjoirit(s)8;1 except 13=388(LC 8),10=-240(LC 9),9=-261(LC 9) Max Grav All reactions 250 lb or less at joint(s)8,1 except 11=530(LC 1),13=668(LC 2).10=555(LC 3),9=320(LC 1) v , FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-18=-25/256 WEBS 3-11=-309/45,2-13=-520/410,4-10=-1429/300,5-9=-278/291 -' NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-6-5 to 3-6-5,Interior(1)3-6-5 to 6-7-6,Extedor(2)6-7-6 to 9-7-6,Interior(l)12-7-6 to 17-5-7 zone;cantilever left and right exposed;C-C for members and forces& , MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 - 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.5 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,1 except Ot=lb)13=388,10=240,9=261. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/IPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 630467 504 VALLEY 1 �DMRGh:;E126139 1I12I20129:18:55AM o tional Bois-.Structural Solutions,Biddeford,ME 04005 7.250 0-6-3 s Sep 1 2010 MTek Industries,Inc.Wed Feb 0813:05:16 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-GGt J70f7UhrETRDvG3a3jGQacD9TxS?QnKroAzznCW 0r5-lg 11-7-4 21-7-4 23-5-0 0-0- 11-1-2 10-0-0 1-9- 22 0-0-6 Scele=177. 01m 4 18 17 5 S5o 12 0.75 12 3 T2 10 sr 0 41d II 2 STI 7 T B T1 1 B1 B2 3.4G 15 14 13 12 11 10 Zc4 II 3m= 21-7-4 Plate Offsets X 4:0-3-8 0-2-8, :0-3-0,0-1-12 21-7-4 TOLDING(ps U 0 SPACING 2-0-0 C81 DEFL in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.33 Vert(LL) -0.04 8 n/r 180 MT20 1691123 TCDL 15.0 Lumber Increase 1.15 BC 0.14 Vert(TL) -0.08 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.00 9 nla n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight'.71 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B1:2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2 X 4 SPF-S No.2 during truss erection in accordance with Stabilizer Installation guide. OTHERS 2 X 4 SPF-S No.2 REACTIONS All bearings 21-7-4. (lb)- Max Horz 1=-3111(LC 6) Max Uplift All uplift 100lb or less atjoint(s)except 1=-114(LC 6),9=-251(LC 9),14=-215(LC 8),15=-314(LC 8),11=237(1_C 9), 10=-218(LC 9) Max Grav All reactions 250 lb or less atjoint(s)1 except 9=278(LC 3),12=655(LC 1),14=602(LC 2),15=422(LC 1),11=611(LC 3). 10=286(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-136/301,2-16=0/283,3-16=0/304,3-17=106/279,4-17=0/300,4-18=0/299,5-18=-62/281,7-9-267/397 WEBS 4-12=-392/22,3-14=-048/295,2-15=-344/346,5-11=-452/301 NOTES (11) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-6-5 to 3-7-4.Intedor(1)3-74 to 8-7-6,Exterior(2)8-7-6 to 11-7-6,Interior(1)14-7-6 to 20-5-0 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct--1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.5 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 1,251 lb uplift at joint 9,215 lb uplift at joint 14,314 lb uplift at joint 15,237 lb uplift at joint 11 and 218 lb uplift at joint 10. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss �jsse Qty Pfy •630467 600 1 1 D_MGMI-_E126139 1/12/2012 9:18:57 AM Job Reference(optional) Boi=^,Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:06:04 2012 Pa gge 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-sVxSCQEEAQuQDpu848RJgNPrOZYoBFAU.poTLrBznCV 2-5-0 4-10-0- 2-5-0 2-5-0 . 10= - Sale=19.1 2 .. .. C.7312 ` a , 1 . 4100 4-10-0 Plate Offsets X, 2:0-3-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lld PLATES GRIP TCLL 30,0 Plates Increase 1.15 TC 0.10 Vert(LL) n/a n/a 999 MT20 169/123 (Roof Snow 3 Lumber Increase 1.15 BC 0.13 Vert(TQ n/a nla 999 BCDL 15.0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a ' BCLL 0.0 ' Code IBC2009/TPI2007 (Matrix) Weight:11 lb FT=0% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin Voss erect on,in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 1=208/4-10-0 (min.0-1-8),3=208/4-10-0 (min.0-1-8), - Max Horz 1=-58(LC 6) Max Upliftl=-105(LC 8),3=-105(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6:0psf;h=35ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)automatic zone and C-C Ederior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. a 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb)1=105,3=105. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard f " Job Truss Truss Type Qty JPly 630467 601 VALLEY 1 1 D_MGMT E126139_l/12/2012 9:18:58 AM Job Reference o tional Boie_rStructural Solutions,Biddeford,ME 04005 7.250 s Sep 1 2010 MiTek Industr es,Inc.Wed Feb 0813:05:18 2012 Pagel ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-Cf93YihN?I5yiININUcXohVvjl sW PR?jEeKvEsznC 4-5-0 8-10-0 4-5 0 4-5-0 4M_ 2 0 0.75 Fi2 S s ST1 3 1 Tp � O 31% 1.5A II 21 8-10-0 8-10-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.42 Vert(LL) n/a n/a 999 MT20 169/123 TCDLRoofSnow 15.0 Lumber Increase 1.15 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0' Rep Stress Incr YES WS 0.05 Horz(TL) 0.00 3 n/a n/a, BCDL 10.0 Code IBC2009/rP12007 (Matrix) Weight:21 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed REACTIONS (lb/size) 1=228/8-10.0 (min.0-1-8),3=22818-10.0(min.0-1-8),4=400/8-10-0 (min.0-1-8) [diring truss erection in accordance with Stabilizer Installation guide. Max Horzl=119(LC 7) Max Upliftl=138(LC 8),3=-143(LC 9),4=-135(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-302/208 NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 y 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 1,143 lb uplift at joint 3 and 135 lb uplift at joint 4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss _ Truss Type Qty Ply + 630467 700 VALLEY 1 1 DMGMi_E126139 1/12/2012 9:18:59 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:06:13 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-5E_s5VLt3BO8oB4s5X6QXHHNfCcmoJPpuh9JgAznCV 2-5-12 4-11-8 2-5-12 2-5-12 z - e.vs iz 2K1 i pi a _ Z14 4-11-8 4-11-8 Plate Offsets X 2:0-3-0 Ed e LOADING(psf) TCL 0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP Plates Increase 1.15 TC 0.11 Ve LL n/a n/a 999 MT20 169/123 (Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.14 Vert Q We n/a 999 BCDDL 10.0 • Rep Stresslncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2009ITPI2007 (Matrix) r Weight:12lb FT=0 LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 4-1"oc pur ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=21514-11-8 (min.0-1-8),3=215/4-1t-8(min.0-1-8) Max Horz 1=-60(LC 6) Max Upliftl=-108(LC 8),3=-108(LC 8) n FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. " NOTES (9) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)automatic zone and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=108,3=108. 8)This truss is designed in accordance With the 2009 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 630467 701 VALLEY 1 1 D MGMI E126139 1/12/20129:19:01 AM Job Reference(optional) Boi=_.:.Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:06:25 2012 Pa gge 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-IrOccVPEtXRE1?Ao2JFOpnQ1 ljgclfafz3y5TznCV 2-10 4 4-5-12 6-1-4 8-11-8 2-10-4 1-7-8 1-7-8 2-10-4 soro=1:1e. I 4 7m= 2 7 e.ts 12 r STi 5 1 B1 TpT,p e i 1.5z4 II 4-5-12 8-11-8 4-5-12 4-5-12 Plate Offsets X 2:0-3-0,0-1-13, 4:0-3-0,0-1-13 TCLLLOAD (Ps30.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plates Increase 1.15 TC 0.15 Vert(LL) Na Na 999 MT20 169/123 Lumber Increase 1.15 BC 0.14 Vert(TL) Na Na 999 TCDL 10.0 Re Stress Incr YES WB 0.05 Ho BCLL 0.0 ' P rz(TL) 0.00 5 Na Na BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:20lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide!!--] REACTIONS (lb/size) 1=281/8-11-8 (min.0-1-9),5=281/8-11.8 (min.0-1-9),6=308/8-11-8 (min.0-1-9) Max Horz 1=-72(LC 6) Max Uplift1=156(LC 8),5=-158(LC 9),6=-131(LC 7) Max Gravl=378(LC 17),5=378(LC 17),6=415(LC 16) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=466/272,4-5=-466/272,2-3=-328/280,3-4=328/280 BOT CHORD 1-6=-170/328,5-6=170/328 WEBS 3-6=-309/191 NOTES (10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1,Lu=50-0.0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=156,5=158.6=131. 9)This truss is designed in accordance with the 2009 International.Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 630467 998 GIRDER 1 1 �0_9_IE1126139 1/1212012 9:20:27 AM Job Reference_o tional Bois.:Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MiTek Industries,Inc.Wed Feb 0813:05:20 2012 Page 1 ID:8Hx38Dlbtwo4hJ9wrU67UcyYWZg-82HgzNidXvLgx2XgVvf?u6bCQgUstD90ixp?JkznC 1-9-12 2-10-8 6-6-0 10-1-8 13-0-0 1-9-12 2-10-8 3-7-8 3-7-8 2-10-8 • - son 11r=1 4M0= 1.1U4 II 3 10. 11 4 12 - r'13 5 n 12 Li e.7s 1 , n Wt Z W3 w W5 p = T1 I 'F;� — . -. . F�11! tj 81 1�1 14 0 15 10 17 0 18 19 20 7 21 i _12.Sm II 4M I 2-10-8 . 6-6-0 .10-1-8 2-10-8 1 1 3-0-0 3-7-8 3-7-8 2-10-8 Plate Offsets X 2:0-0-1,0-2-4 3:0-7-0,0-1-12, 5:0-7-0,0-1-12, 6:0-0-1 0-2-4, :0-4-4 0-1-4 9:0-4-4 0-1-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L!d PLATES GRIP TCLL 30.0 Plates Increase ' '1.15 TC�' 0.59 Vert(LL) -0.09 8 >999 240 MT20" 169/1213 (Roof Snow 30.0)5.0 Lumber Increase 1.15 BC 0.37 Vert TL -0.17 7-8 >895 180 BCDLL 10.0 • Rep Stress Incr NO WB 0.52 Horz(TL) 0.03 6 Na n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:63lb` FT 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except. * TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc pudins. T2:2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. BOB CHORD 2 X 6 SYP M 23 MTek recommends that Stabilizers and required cross bracing be installed WEBS 2 X 4 SPF-S No.2 d,Ong truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=235210-5-8 (min.0-2-0),2=2744/0-5-8 (min.0-2-6) Max Horz2=133(LC 7) ` Max Uplift6=-901(LC 5),2=-1356(LC 7) Max Grav6=2445(LC 16),2=2856(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2869/1130,3-10=-3856/1526,10-11=-3856/1526,4-11=-3855/1526,4-12=-3855/1526,12-13=-3856/1526,5-13=-3856/1526, 5-6=-3569/1369 BOT CHORD 2-14=-975/2347,9-14=-97512347,9-15=-987/2387,15-16=-987/2387,16-17=-987/2387,8-17=-987/2387,8-18=-1106/3019, 18-19=-1106/3019,19-20=-1106/3019,7-20=-1106/3019,7-21=-1076/2923,6-21=-1076/2923 WEBS 3-9=-158/512,3-8=-708/1650,4.8=499/294,5-8=-471/940,5-7=-397/1226 NOTES (12) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.'Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.2 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding 4 r _ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom. chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 901 Ib uplift at joint 6 and 1356 Ib uplift at joint 2. I 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/BPI 1. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)913 Ib down and 457 Ib up at 0-2-12,74 Ib down and 21 Ib up at 2-0-0,72 Ib down and 25 Ib up at 2-10-8,87 Ib down and 67 Ib up at 2-11 4,184 Ib down and 53 Ib up at 4-0-0,87 Ib down and 67 Ib up at 4-114,298 Ib down and 84 Ib up at 6-0-0,87 Ib down and 67 Ib up at 6-114,413 Ib down and 122 Ib up at 8-0-0.87 Ib down and 67 Ib up at 8-11-4,608 Ib down and 179 Ib up at 10-0-0,and 87 Ib down and 67 Ib up at 10-0-12,and 536 Ib down and 154 Ib up at 12-0-0 on bottom chord. The designlselection of such connection device(s)is the responsibility of others. - ' 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plo Vert:1-3=90,3-5=-90,5-6=90,2-6=-20 Concentrated Loads(lb) Vert:2=-913 9=-159(F=87)7=-695(1`=-87)14=7415=-18416=-87(F)17=-29818=-87(F)19=413 20=-87(F)21=-536 Job Truss Truss Type Oty Ply 630467 999 GIRDER 1 00 E1261391/1212012 9:20:27 AM Y �J�b_Referenca(optlonal) Bol".Structural Solutions,Biddeford,ME 04005 7.250 s Sep 12010 MTek Industries,Inc.Wed Feb 08 13:05:212012 Page 1 ID:8Hx38Dlbtwo4hJ9wri167UcyYWZg-dEgCBj GIDTWZC6t2cAEQJ7Q?EnUchT9xbZZrAznCW t 4-3-0 7-1-0 11-4-0 4-3-0 2-10-0 4-3-0 45_ 44_ 2 B G 3 T2 0.75 F12 Ti T3 W1 W2 W3 10 7 4 1 81 d 11 5. 12 13 5 14 15 54= 50 0�_ 4-3-0 7-1-0 11-4-0 4-3-0 2-10-0 4-3-0 Plate Offsets X 1:0-0-1,0-2-0, 2:0-5-8,0-2-0, 3:0-3-0,0-1-13, 4:0-0-1,0-2-8, 5:0-3-8,0-4-8, 6:0-4-4,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.05 4-5 >999 240 MT20 169/123 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.53 Vert(TL) -0.11 4-5 >999 180 TCDL 15.0 Rep Stress Incr NO WB 0.45 Ho )L 0.03 4 n/a n/a BCLL 0.0 ' Code IBC2009ITP12007 (Matrix) Weight:106lb FT=O% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc puriins. BOT CHORD 2 X 6 SYP M 23 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 REACTIONS (lb/size) 1=5037/0-5-8(min.0-2-2),4=8629/0-5-8 (min.0-3-10) Max Horz 1=142(LC 5) Max Upliftl=2025(LC 7),4=-3572(LC 8) Max Gravl=5196(LC 16),4=8788(LC 16) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-5681/2153,2-7=-5565/2175,2-8=-5149/2106,8-9=-5149/2106,3-9=-5149/2106,3-10=-5965/2328,4-10=-6064/2307 BOT CHORD 1-11=-1792/4657,6-11=-1792/4657,6-12=-1838/4786,12-13=-1838/4786,5-13=-1838/4786,5-14=-1855/4992,14-15=-1855/4992, 4-15=-1855/4992 WEBS 2-6=-849/2329,2-5=-336/601,3-5=-1094/2871 NOTES (12) 1)2-ply truss to be connected together with 10d(0.148"xY)nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-05;Pf-30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9).Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2025 lb uplift at joint 1 and 3572 lb uplift at joint 4. 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1270 lb down and 519 lb up at 0-M,1270 lb down and 519 lb up at 2-3-0,1270 lb down and 519 lb up at 4-3-0,203 lb down and 152 lb up at 5-8-0,1270 lb down and 519 lb up at 6-3-0,1270 lb down and 519 lb up at 8-3-0,and 1270 lb down and 519 lb up at 9-3-0,and 4380 lb down and 1869 lb up at 114-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p* Vert:1-2=-90,2-3=-90,3-4=-90,1-4=-20 Concentrated Loads(lb) Vert:1=1270(13)4=4380 6=1403(13=-1270)5=133 11-1270(B)12=-203(F)13=-1270(B)14=1270(B)15=-1270(B) t i - 4 LEGEND: Approval under the Subdivision Control Low is not required. CO/OHeos, a P`Fnd & Stoke&Tock BARNSTABLE PLANNING BOARD s R,rr er _ O 0 CB/DH Concrete Bound w/Drill hole yya a./ sr� O LCB Land Court Bound - } �,t/J.i o BRB Barnstable Road Bound t _ OWNER: ' O Pil i ��US K nailI LCB Fne t. RMR Nominee Trust I \ ItM Tppi j. J. Boyard_.Snowden Tr. 360 ove f 3e pF1'fs 0 TE C 38778 °e e ;h,28 ; 41 o;r'o3 I ram? o, l FLOOD ZONE: e,_.. Zone C N / F Locus Map I�17ID3 Community Panel No. Scale: 1"=2,000t' Dote .NOTICE OF PENDING SUBDIVISION ORDER §250001 0 022D L`• . iy'�0 Sa•J\s. - No determination as to complio7cj7J0thrder is ^ubiect to modification and/or - -w v =jry ,s eoy 1 the Zoning Ordinance requiremxxf1$01.31V.fllation by the F,rgineering Department. ' y e$Qgp1•ation Case ;b.18 -G Land in of^,Mir - ASSESSORS REF.. / t been mode or intended b th endorsement. iffeating lot /.S' ZONE:RF Mop17, Parcel;8--7- ,on Plan No. /$0`t 1- F Area (min.) 87.120 SF OVERLAY DISTRICT: ' 5 - - is - Frontage (min) 150' °r• - :Sled with Certificate of Title 110.. AP --Aquifer Protection District _ j - �l `�•M yaw 1 Fl1yS Setbacks: _ r.e An Informal note should be trade on the Fron t a / - + • - =—gin of the currant Certificate No. lY3SSS Side15 m Paree� _ __r-- s well as on the plan i:celf and no further -REFERENCES.- ' I - t62,275t5F Total e S Z3 3 LC Certificate Ru tificctes should'a e iz au Car said lot. - 11,170tSF Wetlond .aO� oy s o` LC Certificate 8 to1431 _ 'J 757,105tSF Upland I = cc Soo, Owner > 112 lVOa_,r�rc__lwii' - LCC19680 431 0 /8 3.471Ac (sf=17.3) I \ C8/0 n a _ This otion / r c i after the Court - 3 t I .\Fnd *' 1•WaWait15�•15.E oq nc+vroved plan 0 t.,_... `••+the Regiatr9.S.7K 20.4' I � ] �r NJ,: Nr. Lofs I G F 1� On'y . $°/... - y455• se0j87]E' CB10H / oD Parce� 55° ' �de0 20 pQ 99,25335F 2.28tAc / - 21.9' 'r a 91.059SSF for SF-20,7 N - 7 ce� J4 Lot 8 �. .o u / _ .. "a•o'•Y a. LCC 78041 D oi. 'q, 7 COAP 582'SS95. / � O \ ,1 Lnrvo cou�r r"8�-x- 94.t39' FSnB/0Ht wetland as flogged 1 - , \�sS\ � s9�/ MAY23 : . "��• ?sly. i ) 3• t aeb�/ot FI LED 3- •� � PLAN OF LAND CB/LP 0�4j0�_ N�689�'i E IN. "S S •8 5}°Fee/ BARNSTABLE n.ke. (CO TWT) b 5 MASSACHUSETTS L=76.53 °� o r�N� • L_t27.07 - R=451.37.$.,fah L=159.50 January 16,2003 SCALE. 1"=40' .o R_451.37 A-942.54' R=324.82 Q p 16'0T46 _ Tan-38.36 rne" 0=28,08,05 / Petitioner:RMR Nominee Trust '16 t Ton_6L ' 60 R=g51.37 a 50 ' t9a•fa SHOWING THE DIVISION OF LOT 15 ;O\ BRB N86 ♦ l�D L 18 Sd973Y8-w Lot 1 R 32 LCC 18047 C ssri4'i1 w — "vorioere w,etn Y tie _ r_e f. wo trees oa, Lem 3 '43•w fF«turfy Ry,hr Mdr,Rood! AS SHOWN ON LCC 18041 F Fn4 se. l certify that Mis actual survey was made- C870H on the ground in occordonee with the Lond 'o o zo mi sl ap too �25,i Fne Cot 1804 C --. Court instructions or t989 on or oetween .. cea 6p' Lot If 03 LCC • October 4, 2001 and January10. 2003. a 166 LCC 180410 0 57q:49.4 o\ m Prepared by: ce/ar. 5] n.zd iB�"N " Fnd _ - - CapeSury - ', ���j -�..•� y - 7 Parker Rood Osterville MA 02655 Professional Land Surveyor Date i508)420-3994(508)420-3995 fox 'O - - caP<Surv5Ya0ecod.n<f C334_7 1 08. NO.:C- COMP:MDH/RRL CHECK:RRL DRAWN.RRC AECD:MDH/1.K F11E: 334,1 ` _��