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0040 NORTH STREET
Q ��.� R .j �.�,... �f I I+► �,�6 I'� II �; L" 1 ', �' � Y Town of Barnstable Building Department - 200 Main''Street ASTABLE. * Hyannis, MA 02601 9� MAC. (508) 1639.. 862-4038 - Certificate of Occupancy - Application Number: 200906199 CO Number: 20100012 Parcel ID: 309196 CO Issue Date: 02102/10 Location: 40 NORTH STREET Zoning Classification: OFFICEIMULTI-FAMILY RESIDENTIA Proposed Use: MIXED USE RETAIL & RES Village: HYANNIS Gen Contractor: OCEANSIDE CONSTRUCTION & DEV Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: "Building Department Signature Date Signed �1 TOWN OF BARNSTABLEBu-11ding, Application Ref: 200906199 BARNSTABLE, Issue Date: 01/19/10 Permit 9 MASS. s639• Applicant: OCEANSIDE CONSTRUCTION&DEV Permit Number: B 20100078 ArFO MAC A Proposed Use: MIXED USE RETAIL&RES Expiration Date: 07/19/10 Location: 40 NORTH STREET Zoning District OM Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 309196 Permit Fee$ 637.00 Contractor OCEANSIDE CONSTRUCTION&DEV Village HYANNIS App Fee$ 100.00 License Num 48102 Est Construction Cost$ 70,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INTERIOR BUILD OUT AS PER PLANS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CLOUTIER,DIANE E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 540 MAIN ST., UNIT 17 INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 Application Entered by: PR Building Permit Issued By: 'BY THIS PER]vI1T,CONVEYS,N,O RIGHT TO OCGUPY ANYSTREET,ALLY ORSIDEWALK OR ANY.PART THEREOF,EITHER TEMPORARILY.OR:PERMANENTLY. ENCROACHEME.N.TS N 0PUB PE LIC PRORTY'NOT,SPECIFICALLY PERMITTED UNDER,THE BUILDING CODE,MUST BE APPROVED THE JURISDICTION. STREET OR"ALLY GRADES`AS WELL AS DEPTH AND'LOCATION OF PUBLIC-SEWERS MAYBE OBTAINEDFROM T.HE DEPARTMENT OFPUBLIC WORKS.: THE ISSUANCE OETHIS PERMIT DOES NOT,;RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. ' 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. . 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). = 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. r WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,`PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVEDJHE VARIOU'S STAGES OFCONSTRUCTION. k 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). f a ;N ». �b'e � i ,cd,_,+ x� .�k,r'.,d,� i;rr �^�.��� t ® ��;i" BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS - � 2 �% C,_7 �"�—�Z�, 2 It Z.. `'�'��� 2 3 l 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 n A Board of Health + l�l� L f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division - N Date Issued Conservation Division Application Fee D Planning Dept. (0 Permit Fee; /� 7 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address HO AJ 1Q= fldrcm S-W =1_ Village q`/nn n%S Owner �Jj t (lbrzA'h, sT Address S4 b U N cr l 6 Telephone 228 EMi 1 Permit Request i ti-bew,t G<_ a v o L0 - ©i l A S ; ?e.-R P lA�NS zs� Square feet: 1 st floor: existing 2� proposed �o' 2nd floor: existing2> proposed 2-1 Total atevv Zoning District Flood Plain Groundwater Overlay 573 - Project Valuation `7 61 Construction Type . Lot Size Grandfathered: ❑Yes dNo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure ��� Historic House: ❑Yes 55KNo On Old King's Highway: ❑Yes -6-Ne Basement Type: QrFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) - Basement Unfinished Area(sq.ft) 1'2®®,z S��— Number of Baths: Full: existing new Half: existing new Number of Bedrooms: LJ existing 2 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other Central Air: dd-Yes ❑ No Fireplaces: Existing New Existing wood/coal stove ❑Yes. ❑ No Detached garage: ❑ existing ❑ ri�'rsize_Pool: ❑ existing ❑ new size _ Barn: ❑`'existing ❑-new 'fie_ k `E� -sc Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ZWes ❑ No If yes, site plan review# c��► Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �c C i y'rclnttfS Tel phone Number 's 4 Address © b l License # b 416t b Z � W S �A t ``S rr pr p Z �(6 Home Improvement Contractor# Worker's Compensation # Vy c V 0046,t ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO C.A1>v_c-t ram, VA5.1-e_ DATE SIGN URE i2�t�l ©�( f FOR OFFICIAL USE'ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - f0 ��-- DATE CLOSED OUT ASSOCIATION PLAN NO. - z The Corn tnonwealth ofAfassachusetfs Depar(rrtent of ludustrial Accidents Office oflnvestigatioits, 600 Washington Street Boston, MA 02111. www.rnass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lefibly Name (Business/Organiza6orjAndividual): D C�pNs���- C6�c O�M-eA 7.1r'�cAk— Address: 90 S C-11, 1S`1 City/State/Zip:m4R45yb4isliAtt`S A-A, Phone.#: 1_)'4 Z38 8`L� Are you over? Check the appropriate bog: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-.time).** have hired the stib-contractors 6. New construction 2.❑ I am a sole proprietor or'partd.ec-' listed on the attached sheet T. ❑Remodeling ship and have no employees These sub-contractors have g. '❑ Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'-comp.-insurance comp. iostuaace.$ requited.] . S. ❑ We are a corporationand its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs ' insurance required.] t, c-152, §1(4), and we have no employees. [No workers' 13.❑Other comp. insurance required.] *Any applieant.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 new affidavit indicating such. xContractors 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. r acre an employer that is providing workers'compensation insurance far my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self=ins.hie. #: CV n®(361 -7 Zoe Expiration Date: Job Site Address: s;v City/State/Zip: p26y 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 cart lead to the imposition of crimiiial 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 DIA for insurance coverage verification. I do hereby rd it. er the pains and penalties ofperjttry that t/te information provided above is true and cort rec ature: - Date: .�? 1�. bpi Phone#`11`� Official use only.: Do not write in this area, to be completed by city or town offlciaL .'City or Town: P ernut/I.icense # Issuing Authority(circle one): 1.Board of Health "2..Building Department 3. City/Town Clerk 4.EIectrical Inspector S.Plumbing Inspector 6. Other. -. Information and Ins ttuctions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute, an employee is defined as "...every person in.the service of another under any contract of hire, express'or implied, oral or written." An employer is defined as"an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or tiustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling housa having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced.acceptable.evidence of compliance with the insurance coverage required. Additionally,MGL chapter 152, §25C(7) states"Neither the Commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance Rrith the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contiactor(s)name(s), address(es)and.phone number(s) along with their certificate(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which Mll be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"'Job Site Address" (.he applicant should write"all locations is (city or town).".A copy of the affidavit that has been officially'stamped or marked by the city or town may be provided to the applicant as proof that a valid affd#it is on file for futurerm permits or licenses. A new affidavit t be filled out each year. Where a home owner or citizen is obtaining a license or permit not related fo any busi must ness or commercial venture (i.e. a dog license or permit to born leaves etc.):said person is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Department of Iadustrial Accidents Of1lCe of rn tigat�.ons 600 Washington Street Boston, MA 02111 Tel, # 617-727-4900 ext 406 or 1-877-WSSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia 1 � r Town of Barn-stable Regulatory Services* . a � `x�^ate Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 wwsw.town.barnstable.ma.us Office: SOS-962-403E Fax: 508-790- Property Owter Must Complete and Sign `I'I-i-is Section. Yf Using ABuilder as Owner of the subject property hereby'authotize 3C.,ls— <,\0-e, e6vuT7— to act on mybehalf, in all matters relati --e.to work authorized byythis building permit application for: (Address of rob) of Owner Date- Print Name If P%ertoY Owner is applyi-ng for pemait please complete.the Homeowners License Exemption Form on the reverse side. Town of Barnstable o ' y T Regulatory Services ttxsrwsr� Thomas F. Geiler,Director aA Building Division Tom Perry, Building Commissioner 200 Mairi.Stn et, Hyannis, MA,02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: S08-790-6230 140MEOWNER LICENSE ETLEEMPTTON Picase Print DATE: JOB LOCATION: number street village "HOMF,OWNET': name home phone# work phone# CURRENT MATLTNO ADDRESS: city/town state rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as Supervisor. DEMMON OF HOMEOWNER persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed umdcr the buildink permit. (Section 109.1.1) Tl r_undersigned"bomeowner"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,be/she will comply with said procedures and requirements. Signatiirc of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. H0mEOWNER,s EXEMI=ON .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 -Liccnsing of construction Supervisors);provided that if the homeowner rngages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they arc F.Mnring the responsibilities of a supervisor(scc 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 unlicrnscd 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 responnbilitirs,many communities require,as part of the permit application, that the homeowner certify that he/she undcntands the responsibilities of a Supervisor. On the last page of this issue is a.farm currently used by several towns. You may care t amend and adopt such a forn/ccrtification for use in your community. Q:forms:homccxcmpt iIlassachusetis- Department of Public Safch Board of Building Regulations and Standards Construction Supervisor License License: CS 48102 Restricted to: 00 JOHN J HUTCHINS 419 RIVER RD MARSTONS MILLS, MA 02648 Expiration: 9/16/2010 ('uinmissiuncr Tr#: 4320 _ f ovN-OV-6VV7 io:ov rHVL rr LrnJ I'ItlJRr'L.G VVOY, ,oYJu VV i' vvi ACORD. 5/1912009 .RDaxER THI3 CERTIFICATE IS ISSUFD AS A NLATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PITul PCtcn A acy,inc. HOLDER. THI3 CERTIFICATE DOES NOT AMEND,EXTEND OR 680 Palzwuth Road: ALYER THE COVERAGE AFFOFIDED BY THE POLICIES BELOW. Mashpoe,MA 02649 MP tE LNG CO COMPANY A , Atlantic,Charter lmwuIICe Company VDAC �vo COMPANY Tm1 dcctwfde C.OADHtfuCtion,Inc. 8 — COW ANY 419 River Road D Mmions Millb,MA 02648 Comp ANY - D TT119 19 TO C[RTIFY THAT T)4 POLICIES OP INSURANCE LIS=BELOW HAve oCEN ISSUED TO THE INSURED RAM ABOVE FOR THE POLICY PERIOD INDICATED, NOTwITHSTANDM ANY PrQuwEmit r,n"OR CONDITION OF ANY CONTRACTOR OTHOR DOCUMENT WTM Re3PECT TO WHICH THIS CRR'TIYICATE MAYBE ISSUro OR MAY'PERTAIN,THE INSUFAMCC Arr0RDrD BY THR►OLICIES D65CITIoc0 MEPJJN is SuoJOCT To ALL THE 7eRK3. eXCLUSIONB AND CONDITIONS OF SUCH POUCIQS. LIMITS SHOWN MAY MAYS BEEN REDVCCD BY PAID CLAIMS, 00 rrre OF MSVMAMCB POUCr 11uM1IIIIIII1 POUCT PFFECRME POUCY WIRAMOM WTa LTA DATE WOW" PATE 04WPW111 Un lr4uwm) DaNfr�uwerurY .. tiOgLY ttyIURY OCC f co�.a+e»alvs rose+ BODILY INJURY 40 f ■RlMSeOC►�aAndtl PxPeRTYDAMAGEOW f t , PROPERTY DAWOE ADO f QimmioN A ODLLA+L ovI AD 016 PD COWINTD OCC f �QDUCrwWmPLCrW OPPA DI F PD ood�elMD ATfcs f CONrPACTUAI - ►wg90 AJ.IWUQY AGG s IkrArpeNDENr OOMRAETORS - ewtw rows PROPGaTY DMVPe PCRSONAL INJVPY AUTO►�061�uwiUTr KPLY uuurtr ,txt AUTO - ° Ivv meson) 3 AtI.QWPJlD AUr9S 0041Am Pa ) - eOaLY IWURY• ALLOWNEDAVTOD .. tr—rclum) f (OUnrlfanPMOicMteanp�Q - tgpwAVr06 - PROPEXTYDMM4� I NCXLOWt� e001LY AIUPY a PROPERTY DAMAGEWAGrLASILM - -t - - comaINeD - f exs>ras LIABILITY iACn OCOUaACNCfi f tawewiUArow AC01iEVATr i • . oYHEATWW UkMRe.LI.A POAM - f srATVYOvuNITS w AT,oAAo WCV00617204 2/3/2009 W/2010A lWL0VLRjLA6UY rscHpcaDa+r 1,000,000 .. . Dls=nse POLIO s 1,000,000 Di9tA9C•EACHINPLOYE I I,noo,OW rnla Damp,pm of OFIemrM&rI.00AWK%mN11C>j"?WAL tTTblS •-- _ Y _ -SMOULU ANY OF TNG AOCW DESCMDCD POLICIES Be CANCELLED BGFOR6 THH E)WIRATICN DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 12 DAYS WRIrMN NOTICE TO TMG CLRTIFICAYE HOLDER Nmjo TO TWQ LEFT, BUT FA1LVAC TO MAIL SUCH NOTICE 3 IMPOSE NO OBLIGATION OR UA01UTY AF ANY KIND UPON THE COLIOANY,rT5 ENT$ R REPRESENTATIVES. . - - AVY110RI3D RFPPJMWATNE 7 AA I-At1'e1 f 9NIlibA83omn L09988VLt9 XVJ- Ov: tt 600ai15L/90 TOTAL P.001 The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts „ � rt William Francis Galvin lil Secretary of the Commonwealth, Corporations Division Pj ' One Ashburton Place, 17th floor Boston,MA 02108-1512 ►� 1`� � Telephone: (617)727-9640 46 NORTH STREET LLC Summary Screen C' Help with this form '��Re//77�test a Gertlficate ;e The exact name of the Domestic Limited Liability Company(LLC): 46 NORTH STREET LLC Entity Type: Domestic Limited Liabili, Company(LLC) Identification Number: 001004859 Date of Organization in Massachusetts: 06/02/2009 The location of its principal office: No.and Street: 540 MAIN ST.,UNIT 17 City or Town: HYANNIS Stater MA Zip: 02601 Country:USA If the business entity is organized wholly to-do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: CHARLES F.DOE,JR. No. and Street: 540 MAIN ST. UNIT 17 City or Town: HYANNIS State: MA Zip: 02601 Country: USA The name and business address of each manager:. Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER CHARLES F.DOE JR 540 MAIN ST.,UNIT 17 HYANNIS,MA 02601 USA The name and business address of the person in addition to the manager,who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code SOC SIGNATORY CHARLES F.DOW JR 540 MAIN ST.,UNIT 17 HYANNIS,MA 02601 USA The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY CHARLES F.DOW JR http://corp.sec.state.ma.us/corp/corpsearch/CorpS earchSummary.asp?ReadFromDB=True... 12/22/2009 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 540 MAIN ST.,UNIT 17 I I I HYANNIS,MA 02601 USA I Consent _ Manufacturer Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS `Annual Report Articles of Entity Conversion ! Certificate of Amendment Certificate of Cancellation Vfew NO Comments Search 4 Comments O 2001-2009 commonwealth of Massachusetts CD All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 12/22/2009 Jefferson Group Architects Inc. Wayne J. Jacques, AIA CONSTRUCTION CONTROL AFFIDAVIT Project: 38-40 North Street—Hyannis, MA In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR, 71h Edition, I, Wayne J. Jacques, Massachusetts Registered Architect/Engineer #6935 of Jefferson Group Architects, Inc., hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specification concerning: Entire Project _ Architectural X_ Structural Mechanical _ Fire Protection Electrical _ Other(please specify) For the above named project and to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts Building Code 71h Ed., all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved of the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals, which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials I i 3. Be present at intervals appropriate to the stage of construction, to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4, I shall submit periodically, a progress report together with pertinent comments to the town of Hyannis Building commissions. Upon satisfactory completion of the work, I shall submVt4 ,��ri report as the satisfactory completion ad readiness of the project for ek,: �:�. . 9a occupancy. o,�: G g' M No.OSW2�S BOSTON , p MA 1Z ORIGINAle'SIGNWWOVkL DATE 700 School Street Pawtucket,RI 02860 (401)721-2245 Fax (401)21-2238 Construction Control Affidavit-MA.doc �t Jefferson Group Architects, Inc. Wayne J. Jacques, AIA ISD AF 8 ARCHITECTURAL FINAL AFFIDAVIT To the Inspectional Services Commissioner: I certify that I, and/or my authorized representative,have inspected the work associated with Permit No.B 20100078 dated 1/19/10, for 2 story building to be occupied by The Mentor Group located at 38-40 North Street,Hyannis,MA,on the dates noted below during construction,and that to the best of my knowledge,information,and belief the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and with the provisions of t chusetts State Building Code and all other pertinent laws and ordinances. o SOHN, Wayne J. Jacques,AIA, Architect—Mass.Reg.No.6935 No.06935 WSTON Jefferson Group Architects. Inc. o MA 700 School Street,Unit 2 �� SP Pawtucket,RI 02860 401-721-2245 Inspection Dates: 2-2-2010 Then personally appeared the above-named u�. V1 5 and made oath that the above statement by him is true. or e, CAKAPU My Commis on expi s: / 20 700 School Street Pawtucket,RI 02860 (401)721-2245 Fax (401)721-2238 AFA-200925 -Mentor.doc i L t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIONOJ Map O Parcel TOWN Permit# 7 e WN O SARNsT ?Al ' 'HealtFl Division #v Fac> -- -�o A 5 � � S � BLEDate Issued � Conservation Division ' 2P40: Application Fee - g Tax Collector Permit Fee Treasurer Ui'!I ''---- APPLrC t .., ... ENMVEM NMI1Pb°f OBTAINFROM SEWS$ Planning Dept. ` MRHIIT CON$ ON GUMIMC IMON PRIp T Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis' ` Project Street Address 913 A)O"(A -,Sie-Cz 2 a- f Villaget7�/�l OwnerMfn, 446M LLi ONS Address ��D .Q1107 9D �- +A1A1 r-5 Telephone L 3 -771 b Permit Request K(-SJQ0AA;- l m e g- WJS , A-DD l 8&- # M ,*PIA e,, Square feet: 1st floor: existing Wo proposed 1 2nd floor: existing AA proposed Total new�C Zoning District CcWm6 cf•4L Flood Plain Groundwater Overlay Project Valuation f D,Od�� Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) a . Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: AFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 51LGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes y ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size, Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization Cl Appeal# Recorded❑ Commercial Yes ❑No If yes,site plan review# � � 0 1 K d d Current Use \ACA-k1. - Proposed Use BUILDER INFORMATION Name_Jaa y Telephone Number 506 Pk_ 05/6 Address ( fCALJ� >W 9 License# 4 Home Improvement Contractor# �� Worker's Compensation# ALL CONSTRUCTION PEBRJS RESULTING FROM THIS PROJECT WILL BE TAKEN TO VIAMqu!N� per_ �m f>, SIGNATURE DATE E -- FOR OFFICIAL USE ONLY . y PERMIT NO. DATE ISSUED , t MAP/PARCEL NO. - ADDRESS VILLAGE OWNER ' f a DATE OF INSPECTION: FOUNDATION FRAME _ - S INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - • ` PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL = FINAL BUILDING ' DATE"CLOSED OUT ASSOCIATION PLAN NO. � s COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONSIRENOVATIONS OF EXISTING SPACE La square feet X$96/sq.foot= 5 O O U X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X .0061 I Commprojcost _�_ '_ Y The Commonwealth of Massachusetts _ -- Department of Industrial Accidents' _ Wo8 IM 9"90#M 600 Washington Street Y Boston,Mass. 02111 , Workers'..Com ensation.Insurance Affidavit-General Businesses V e address �n work site location full address o� � l 0 6� ❑ I ata.a sole proprietor and have no one Business Type. Retail,N.Restaurant/Bar/Eating Establishment working in any capacity. [l Office❑Sales (including Real Estate,Autos etc.)' I am an em to er with em ko ees�full& art timed ❑Other I am an,employer pr oviding viorkers' compensation for my employees working on this job. f: t(,:\, •:1F3{i• '!.- '4/���j$n�!$� jA� � YV� ,�•�tt.��'�L.�,'�.ii�i.::' '.ti .•:.� t •'.:�'���•... .. coin.:•' •'T �s _ :�I.;".L/"''•�•\� , • Piny dr3ress �I� thohe Ab insiirarice.co:':. IVI•I am a sole proprietor and have lured the in1 A", dependent contractors listed beTtiw who have the following workers' compensation polices: . •r..'.:>. •:t i _<' .. ',(i t�'•'�v:..li':'• ..:i:�t i?,,,.a F.�:tit �'r.,b:.. coin 8D Ilfl ee: address:. f`: t .� ... .;_ .. _ ';t., ..�;. 'Bone`#i. _ ..�',..,�..•. :.'r'• `•tr a;,:;.t:.:�. �.x..' -•,4•w�`4.L".•:• ,� .k. '0•liC c#! .,,f:2•v:,' ^t t issursnce'co. '1'. 1::7.:.. 1„ ',\.tr•:. .p�:•.f: ''i�: i't:: .:t s.�. ♦L I L.•,:. , com' address:. :• , Cj fi iiisurencv sb r' ,', `:. 'olic:'':#'>' - ///i Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'impriso ent as well as civil pe alties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that it copy of this s teme t may be forwarded the Office of Investigations of the DIA for coverage verification. I do hereb rti and r the pains nd penalties of perjury that the information provided above is twe^and l correct afore Date /tDl Sign } �f c. Phone# I-jq '� � �-7 Print name �. official use only do not write in this area to be completed by city or town official permit(license# ❑Building Department city or town []Licensing Board OMce 0 check if immediate response is required ❑Selectmen's❑Health Department contact person: phone#; ❑Other (mvisea scut aoo3) ^ Information and Instructions Massachusetts General Laws chgpter 152 section 25 requires all employers to provide workers' compensation for'their. employees.. As quoted from the law', an employee is.defined as every person in the service'of another under any contract of hire, express or implied; oral or.written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a•joint enterprise,and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,partnership,.association or other legal entity, employing employees. 'However.the owner of a dwelling house haying.'not'more.than three apartments and who resides therein, or the,occupant of the.dwelling house of another who.employs.persons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building,apl? urtenant thereto shall not because of such.employment.be deemed to be an employer. , .... : ... .. . . •• . . " MGL chapter 152 section 25 also'states that every. state'or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.cbmmonwealth for any applicant who has not produced acceptable evidence'of compliance with the insurance coverage required: Additionally,neither the' ' commonwealth nor.any.of its political subdivisions shall enter into any contract for the performance of public work untif acceptable evidence of compliance with t�e insurance requirements of this chapter have been presented to the contracting . authority. Applicants Please fill is the workers'�eoupeusa4ion affidavit completely,by checking the box that applies to your situation..Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of industrial Aciddents-for confirmation of insurance coverage. - lso'be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department Of Industrial Accidents. Should you have any questions regardingf the"'law"or if you are required to obtain a.workers.' compensation policy,please call the Department at the number listed below. City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill;in the permit/license nee•which will be used as a reference number. The.affidavits.may be returned to the Department by,mail or FAX.uuless other arrangements have been made. The Office of Investigations would like to thank ybu in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. - The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department-of Industrial Accidents Brace of Westlgatlens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 „hnna#! f6171 777-49()0 ext:406 i 'VISE roky Town of Barnstable �.� Regulator' y Services 3 13 STAILA Thomas F,Geiler,Director �p s639, �•� Building Divisi0n TfD MA'S Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862 4039 Fax: 508 790-6230 Property owner Must _ Complete and Sign This Section. ' ' If Using A Builder I li d A -- -- ;as.Oginer.Af the.subject propety- _.._..._. .: tho�ize - I. �, •Vj er�.J4o 90 •to'act On mp..hehalf,. hereby au is all Inatters relative to work auth-ori ed-B7..this building perm#application for: 9? 44 58�C (Address of Job) Suture er Date p�trTatue w r } r Town of Barnstable Planning Division Thomas A.Broadrick,AICP 200 Main Street,Hyannis,Massachusetts 02601 Director of Planning,Zoning, Tel: (508) 862-4786 Fax: (508) 862-4725 &Historic Preservation May 6, 2004 Mr. Henry Lyons 50 Elliot Road Hyannis, Ma 02601 SPR 016-04 Restaurant. 40.North Street, Hyannis (R309-196& 197) Proposal: Establish-Restaurant in former retail space Dear Mr. Lyons: Please be advised that the Building Commissioner administratively approved the aforementioned proposal on May 3, 2004 with the following conditions: You are required to completely screen the dumpster from public view. You must obtain all necessary permits and licenses. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(ZO Section 4-7.8 [7]). This document shall be submitted prior to the issuance of the final certificate of occupancy. In the event that you have additional questions you are welcome to contact me directly at 508- 862-4027. Sincerely, Robin C, Giangregorio Zoning & SPR Coordinator 18'•10" - '•'FIRE SUPPRESSION SYSTEM , 20 BROt R FR R WORK INK HAR- GRIDDLE I OP EFRI 5 ISH COUNTER-FIXED r 10, ABLE I WORK. CH BENCH T1 COLD FOOD r 1r0 (5 O O ISH r-0' -11$„ 17-10" 4!-r RE ABLE 3'-Cr 2'-0" - AL STORAGE TEMP 2'8'X SHEWING REFRIG 38" TABLE r-o- 5-10" -->� 8, 10'4' r8'X CHAIR AREA T 8, 8' g. TABLER_p: 9-10" MENS LADIES re'x 5'X8' SX8' 4' N TI BLE C H HENRY'S RESTARANT/COFFEE SHOP LAYOUT BOOTHS-FIXED CLAIRS(2 PERSONS PER BENCH) ALL TABLES ARE MOVEABLE USE GROUP-780 CMR 303.1 ASSEMBLY OF LESS THAN 60 PERSONS CLASSIFIED AS USE GROUP B OCUPANCY KITCHEN FROM DINING AREA-TABLE 302.1.1, 1 HR 7 BOOTHS Q 4PERSONS PER BOOTH-28 PERSONS 4 TABLES PERSONS HEIGHT AND AREA LIMITATIONS-TABLE 503, BUSINESS TYPE 6B 5 STOOLS 01 PERSON PER STOO 4 PERSONS PER LS =15 PERSONS 2Si 30' 720OSt TOTAL =49 PERSONS MIXED USE-TABLE 313.1.2 FIRE AREA SEPARATIONS BETWEEN B AND R2, 2HR FIRE RESISTANCE OF STRUCTURE ELEMENTS-TABLE 602, FIRE AND PARTY WALLS 2HRS, SMOKE BARRIERS 1 HR . s w� ' BOARD Omn F B'U�miry"REGULATi'O 'S f License: CONSTRUCTION SUPERVfSOR ' I It s -ES 084605 I Nwmber� .. I . t. `r W j r; Tr.no: 84605 } t i fires 7L1 26 ', 11�• _ _ __ Re�trrc���:�i -�� I VV LEAR - v to . 46�FRgNCE AVM Ad ministretor q / Hy NV, NIA 02�R - as a a rl SINE sign Permit . * �,���, * TOWN OF BARNSTABLE MASS. 9�ArF p 39�- A°� Permit Number: Application Ref: 200706888 20070095 Issue Date: 10/30/07 Applicant: CLOUTIER, DIANE E Proposed Use: "MIXED USE RETAIL & RES Permit Type: SIGN PERMIT Permit Fee $ 25.00 Location 40 NORTH STREET Map Parcel 309196 = Town HYANNIS Zoning District OM Contractor PROPERTY OWNER Remarks ALTER EXISTING SIGN BY REMOVING LETTERING ON BOTTOM HALF Owner: CLOUTIER, DIANE E' Address: .290 WINTER ST HYANNIS, MA 02601 . Issued By: PC' POST THIS CARD SO TI3AT IS VISIBLE FROM THE STREET Town of Barnstable eN �p'THE Tp� 4. ti Regulatory Services Thomas F. Geiler,Director / 9'"`s"ASS.'�'g Building Division MIB MASS. ibg9. `0 ATFD MA'S� Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 t� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Application for Sign Permit Applicant:�N� AVL+� A RYA I P 0 Map & Parcel # Doing Business As: �L Z VA lephone No. 5-08 ®�Q Sign Location �� „ ' ���/ IIYAAJIIA,� /An ®��01 Sign Location /V �(f'1 Zoning District: Old Kings Highway? Yes/( Hyannis Historic District? Yes/0 Property Owpi-r: r o. r Name:_ J NC E. CZ l:/ Ck Telephoner(5® � 55 3�-'V45 Address: �®S PA W A-/A nl1J A W A) Village:_ � P b U7W M. N��Y Sign Contractor Name: ;► — — �a ►�,9 Telephoner � f'j - 9 f i Mailing Address: Z. ( .1��1�(-C�S ` c� �• �14.Pry, O �—�D�� j Description 1 Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. { Is the sign to be electrified? Yes/No (Note:If yes, a wiring permit is required) r Width of building face ft.x 10= 050 x.10 Sq.Ft. of proposed s'g in I hereby certify that I am the owner or that I have the authority of the owner to make this application that thew information is correct and that the use and construction shall conform to the provisions of§240-59 t rough§,2,40-89co of the Town of Barnstable Zoning Ordinance. /� u i Signature of Owner/Authorized Agent: I/ Date: /0-o9z/-0� Permit Fee: ZZ T" X % TuCjq Sign Permit was approved: Disapproved: Signature of Building Official: Date: In order to process application without delays all sections must be completed. Q:I WPFILESISIGNSISIGNAPP.DOC Rev.9/12/06 SOL & LUAI RESTAURANT j9iwa/3t Run& t QQpp�I�I •si i I I I p �" a � w �e�►e�a t ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map Parcel �p Application #c;?(5o?0 9 D_ J Health Division Date Issued I"1 1 © Conservation Division ;:Application Fees F } Planning;Dept. "Permit Fee' Date Definitive`Plan Approved by Planning Board ' Historic = OKH - Preservation/ Hyannis Project Street Address X) 0" Village `1Ain�11S Owner 4(o Q0Z1Vk 5T L.L,C, Address S�tO MA1 tjStt c�v LT h�7 Telephone 111 Permit Request ZA4,2 %.&_ / AP r* wlytpw5 feet: 1 st floor: existin q,; propose Sgyare 2nd floor: existing proposed Total new y Zoning District Flood Plain Groundwater Overlay Project Valuation - Construction Type Lot Size Grandfathered: 0 Yes' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .0 Two Family ❑ Multi-Family (# units) Age of Existing Structure p`t Historic House: ❑Yes CT76- On Old King's Highway: ❑Yes 45- o Basement Type: 4Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) U�� Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 6Gas ❑Oil ❑ Electric ❑ Other Central Air: 4-Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: a "Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD Co ° o Commercial ❑Yes ❑ No If yes, site plan review# Current Use ( rV4 -0114roposed Use - _ ,_ -- �►� r- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ©�.��eo►N5�'q, Ocu�QM� Namec!,Adhn "AEJA 64S Telephone Number 77"1 2.38 15't IA Address 9 o DIS* t 3 License# L{6 LOZ, AlA2.SNA1S A k 04, d uy y, Home Improvement Contractor# w 1:3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CAS6LA WASfe. SIGNAT E DATE 9J 0_l FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ;17 ADDRESS VILLAGE`` OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE Al Aj ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH < FINAL GAS: ROUGH FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 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 LelriblY Name(Business/Organization/Individual): Address: ')r:'L � l City/State/Zip: Phone.#: ply`i Z ?,q(-l Are �you an employer? Check the appropriate box: Type of project(required): — ICO 1 am a employer with 4• ❑ I am a general contractor and 1 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner-' listed on the attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have 8."❑ Demolition workin for me in an capacity. employees and have workers' g Y P tY• $ 9. ❑Building addition [No workers'.comp. insurance comp. insurance. required.] S. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. IContnctors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. ,tram an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: �'� -Zd� Expiration Date: -2— 1 Job Site Address: LLC) 1QC:r'_'1U City/State/Zip: 6 t/p�,nn%�S VVA OZ-6"L" Attach a copy of the orkers' 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 crimiii4l 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 th DIA for insurance coverage verification. Co y here erti a der the pains and penalties ofperjuty that the information Date:provided above is true and correct afore: — Phone# '7-)K 29,� Official use.only. Do not write in this area, to be completed by city or town offrciaL 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#: Inf® ati® a c� Insttucti®ns s ` Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in.the service of another under any contract of hire, express*or implied,oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of'au individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do,maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the Commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public woric until acceptable evidence of compliance Rzth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-conti-actor(s)name(s),-address(es)and.phone number(s) along with their certificate(s) of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. 'Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their . self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be.sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)..".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that.a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachusetts Department of Industt7,al Accidents Office of favestigatims, 600 Washington Street Boston, MA 02111 Tel. #617-727-490.0 ext 406 or 1-877-MASSAFE Fax# 617-72777749 Revised 11-22-06 . www.mass.gov/die . J V14_JV-6VV7 10;ou rnvj, rzinno nmonr ,GC. vvos. Iuve u a VVll VV♦ Fpsul ORD. 5/1912009 THIS CERTIFICATE IS ISSUED AS A MATTER OF tNFORMATION ONLY AND CONF6R9 NO WGHTS UPON THE CERTIFICATE Pctcnl AgeELCy,Inc. HOLD15 L TH13 CERTIFICATE.DOES NOT AMEND,LXTEND OR 680 FalmudfRoad; ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW MaShpoo,MA 02649 C411011PANIE6MNC CO VERAOE COMPANY. A AdanticCh*Vef WWWCC.CO R VAAC 1 COMPANY ()ccmlide CootrUCtlOQ Inc. 8 COMHANY 419 River Road c Mantons Mi LI,MA 02648 COMPANY D THIS 19 TO CERT THAT THE POLICIES OF INSURANCE LISTlD BE IFY LOW ITAYC BEEN ISSUED TO THE INSURED MAMBO ABOVE FOR THB►OUCY PERIOD INDICATEO. NOTVnTNSTANDtNQ AW nmgLHREMerr.rem OR CONDITION OFANY CONTRACT OR OTH11t DOCUMENT MY"RESPECT TO WHICH THIS CERTIFICATE MAY BE{GSUGO OR MAV PERTAIN,THE WOURANCC AR'0RDZ0 BY THR IOLICIES DrACAIli[D HEREIN Is SUSJOCT TO ALL THE TEAM&- rXCLUS10NG AND CONDITIONS OF btrCH POUCIcg. OMITS aHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OFm5VKAMm rouc.MUM/MI POl1LYrmcnve POLICYEWWATION VR DAT(ouvotm GATE IMMOWIY) pn TnMuu�a► aYnfR�l uANYTT BODILY INJURY OCC a .. COMvRomAIVP►ow BODILY INIUAY AN a FROM66mIO►�aAndd - 0(4PIRTY WMMGE DOC I t1 0 PROPERTY DAMAOe AGO a oxrL000NaCDuA+1614-ZAAD al6PD COMBINED OCC a PAODLK,'rwXmPLr=OPCA - "• El F rD OvakIMO AOCI - a OJHntACTTIAI - - - ►mnSONAL IwV+Y AGG s INMKNDEMT CONTRACTORS aRgW PONMPPAPrrmwAv�e PCASONALINJVAY WTOMML S tini(iTY O WLY INJURY ANY NRO - _ IFv Po ) 3 ALLOwNEDNJTO$COUNN US) ECOLY INJURY• ALI.OWNED AUTOS LPtrattlMmr L (OTherNvnOAWICRMte6ipMQ " HRaD ALR06 PROPERTY DAMAOC 1 NrKOWt�ALR05 O WLYIWUAY6 PROPERTY DAMAGE - - - - COMBINED M 0=0 LIABILITY - - - .. iACll OCOURALNGfi 7 uMeRA AA0RAA l.MFiEOATE - s OTta THAN UNBR UAPOIW tTATVTORYUMITS WCV00617204 n1209 W12010 A ertomi EACH Acupw --s 1,000,000 - asrnse FIXCY LIMIT It 1,000,000 DI9GA4e-EAa1 ErMPLpTrE 1 1,000,000 osaow►T+aMM op opIGRAT10NVL0CA wmLvEMIClt9 =*.L nVO 9NOuLU ANY OF TWG ABOVE DESCRISCD POLICIES BE CANCELLED BGFORE THE Town Of Barnshiblc EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 200 Main Glt 12 DAYS wA1TTGN NOTICE TO THE CLRTIrICATE HOLDER NAMCO TO TWc LEFT. � HyaLrils,MA. 02601 BUT FWLVRC TO-MAIL SUCH NOTICE 9 IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE COtMPANY,ITS ENTS R REPRESENITATtVCS. - � . - pyYf�D11fPRllENTATTVE - inn./IAn 9NI1I0830Nfl L09988VLLS XVj OV: LL 600Z_/6l/90 TOTAL P.001 I Massachusetts- Department of Public Safety Board of Building Regulations and Stundarils. Construction Supervisor License. License: CS 48102 ' Restricted to:;.00 R, JOHN J HUTCHINS F` 419 RIVER RD MARSTONS MILLS,MA 02648 Expiration: 9/16/2010 Tr#: 4320 THE r � Town of Barn-stable Regulatory Services' r BARN Mg Thomas F_Geiler,Director MARS- Building Division Toni Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subtect property hereby authorize 0G. 4,V--,-e— Ca�u�� .Ac-AAkv to act on my behalf, in all matters relative to work authorized by this building permit application for. 1.3 y,o YvozC�l ���e-ems . (Address of Job) } � tob -S. of Owner Da n t � S Print Name . If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side.. Q:FOR-MS:OV NERPERM1SS]0 a �ofVE ray - Town of Barnstable o Regulatory SeIrvices mot ,,$LF Thomas F. Geiler,Director BA — i~us� 163q� 4. Building Division PrED �s Tom Perry,Building Commissioner 200 Mairi Street, Hyannis,MA 026.01 w0w.town.barnstable.ma.us Office: 508-862-4039 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village —HOMEOWNER": name home phone# work,.pbone# CURRENT MAILING ADDRESS: city/town state rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow hQzneowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "horrieowner"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 1.09.1.1) 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/sbe understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/sbe will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homcowncr shall act as supervisor." Many homeowners who use this exemption are unaware that they arc assuming the responsibilities of a supervisor(set 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 liccnscd Supervisar. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responnbilities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the rtspormbilities 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/6er6fication for use in your community. Q:forms:homeexempt i f TOWN OF BARNSTABLE ARCHITECTURAL January 21, 2010 Mr. John Hutchins Oceanside Construction & Development 419 River Road Marston Mills, MA 02648 Dear John, The following Is in regard to 38-40 North Street, Hyannis, MA. L. The first floor is provided with'a*handicap accessible entrance and handicap accessible restrooms. All of the rooms are also handicap accessible. The first floor Is intended for customers and employees. The second floor is Intended for employees only. Base on 521 CMR an elevator Is not required. If you have any questions or concerns, please do not hesitate to contact me at 401- 365-1177 or wjacques@lbd.cc. Sincerely, Wayne J. Jacques, President JGA, Inc. Jefferson Group Architects,Inc. Wayne J.Jacques,AIA,NCARB 700 School Street-Unit#2 Pawtucket,Ri 02860 T:401 721-2245 F:401 721-2238 L-925-001-ReAdoc Town of Barnstable . THE 1p� Regulatory Services Thomas F.Geiler,Director • BARNSTABM MASS' Building Division s639. �0 AIFpMp2lA Tom Perry""Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Application for Sign Permit Applicant: A W A PO U I=� C6 F V R Assessors . 3o /0 �O L Lu /2 rl-zry Tee��tt�� Doing Business As:.. M j i�`F . 5 y S I}i 1-I O 0 S - Telephone No. �V Sign Location StreeVRoad: U Na ✓i fife �` t, y�n Zoning District: Old Kings Highway? Yes o Hyannis Historic District? Yes/ To ) Property Owner jr, Name: D I N CLQU�t tr i'�, Telephoner" 5�� ( 5 Address: 1� Pa W Ka,n no-W Ku t .Dr,-ye, Village: S. .yo"r mot) 0\,; Mi� - 0 z 66 L4 Sign Contractor Name: Sj Gi - - RO M A Telephone: 50 8 301 " 1 O0 Mailing Address: �.� W 1 S,y \y rm 0 0 4L ) M O — 0 21 ( 4 Description a PleaseWraw)a diagram of lot showing location of buildings and existing signs with dimensions, location an e of a- the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes .(Note:If yes, a wiring permit is required) - Width of building face a5 ft.x to= aS 0 I hereby certify that I am the owner or that I have the authority of the owner to make this applicati n,that the information is correct and that the use and construction shall conform to the provisions of§240-59 throughc§240-r of the Town of Barnstable Zoning Ordinance. r Signature of Owner/Authorized Agent: P1271 Dater �lJ� a 1n �' Size: 3� ZY� x q b Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: Date: / 6 Q:I WPFILESI SIGNSISIGNAPP.DOC TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 309— GEOBASE ID 22380 ADDRESS 1 A -ROVS-65TRM PHONE HYANNIS �b �� ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY , PERMIT 84639 DESCRIPTION 36"X96" SOL&LUA'RESTAURANT MITIE"S SUSHI HO PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 pF CONSTRUCTION COSTS $.00 T• 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE ±OsaxtvsTaBr.E, Mass. s639. BU . I IVISIO BY DATE ISSUED 06/15/2005 EXPIRATION DATE �` v r Town of Barnstable- `"E'O`'ti° Regulatory Services - - Thomas F.Geiler,Director ` * .,uMASS. % Buildin�Division _ MASS. 1639. � `"..., pTfDMpI� Tom Perry;"Buildmg Commissioner a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us �. Office: 508-862-4038 Fax: 508-790-6230 Permit# 2AV Application for Sign Permit Applicant: r'w� P�U�A _ C�PIVRLJ40 Assessors No. 0 50 L& 1-0 R `�,_Jf 4 T A 1Z i zN - i Q Doing Business As: M f-T i P(S- 5 U S 13 Ro 0 S E- Telephone No. Sign Location. d /Vo o�fi -l' Nl O 2 Zoning District: Old Kings Highway? Yes o Hyannis Historic District? Yes/E)4 Property Owner - A Name: D i C 1�U T 1 � , Telephone: jib" ,1 Address: 106 %w Kcu yII n 1.w KU t D-6 re, village: S. `oo(mo M © Z L /', Sign Contractor i OO ,.. 0 3 ' 1IVame: 'Sl'•U� - � - RO M1� Telephone: 5 g. Mailing Address: h I `I ��s Po � s.y O� -m o y�`�L I� — 2 4 , Description Ci ,. -` Pleasetidrawj diagram of lot showing location of buildings and existing signs with dimensions,location and 1e off the new sign. This should be drawn on the reverse side of this application. ; i Is the sign to be electrified? Yes (Note. If yes, a wiring permit is required) U) �- I ;Width of building face a5 ft.x 1'o= °_6 0 x.lo= a`5 y xm Z r I hereby certify that I am the owner or that I have the authority of the owner to make this applicati n,that the co information is correct and that the use and construction shall conform to the provisions of§240-59 throughc§3140-i of the Town of Barnstable Zoning Ordinance. -Signature of Owner/Authorized Agent: Date:kA9� ��r Size: 3�ZYI(,� X q6 InCQ� Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: D Date: G Q.•I WPFILESISIGNSI SIGNAPP.DOC y /� i -- �� � / J �� �i A.� '�',�c��}� Z+rl'�i'PJ i,_���,tl ,,. �. { r � �� � t •: ` i\V ( �� ' \�\ OL & LUA RESTAURANT MITI HI HO USE 6/11/2005 02:48:57PM 4728 Estimate No. Estimate Printed On 9495 Haibara (508)790-2449 (508)_- Prepared For Lilian Haibara, Listed below is the quotation on the signage we discussed. This quote is good for 30 days from the date it was printed. If you have any questions, please do not hesitate to call. Attn: Lilian Haibara 137 Megan Rd. Hyannis, MA 02601 Acct#: Terms: Phone: Fax: 50% Down/COD Building Sign Estimate Description Product Code Quantity Metals Econolite 1 1.00 C36 hite Inch x 96 Inch x. ingle side aluminum with corrugated plastic core with edge cap and Z colors of vinyl lette`rin`st.'—"-1 �-�--� Q •J $426.08 .�ee ��l71��e $425.08 Item Category Color Size Sides Price Description Product Code Quantity Labor/Install Install Labor 1 1.00 Labor $105.00 $105.00 2 Item Category Color Size Sides Price Description Sales Tax $530.08 $21.25 $651.33 Vicki McDermott Thanks for thinking of Sign'A'Rama for your sign needs. All orders require a 50%down payment. Master Card-VISA-American Express and Discover cards are always welcome! Does not include any required permits. 5 A_t $o.00 Notes: Sub-Total Shipping Total: Yours Sincerely, 12-6 Whites Path South Yarmouth, MA 02664 Phone:508-398-9100 Fax:508-396-1'y60 (ccsarQcapecod.net) Page of i 1 —!I r;'7 t-- C - - +^ '.#? :.may t'• - 'VOL&LUA IIgTAYRAM owrtors suaHi House - =� ������ r�frT.�^�..��""t�a4`tM-u a �-�.n�ir"`�2chv 'Y'c �ar�-'T" ""� .�v ) _ ,:, K,A '• �s � � � �..� � . a: �'�` #� v�� �' '� �, •, R '' '�-� � �*�'v� 4-,,z�»��#�ri� 45� ��'� j �� .,'fir`� xy�� s,:' YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L.-it does not give you permission to operate.). Business Certificates are available at the Town Clerk's Office, V FL.,367 Main Street,Hyannis,MA 02601 (Town Hall) DATE: _ U,6 Fill in please: APPLICANT'S YOUR NAME: a/e, �o�u BUSINESS YOUR HOME ADDRESS:_ V TELEPHONE # Home Telephone Number b" ,9,360 ei!U6 NAME OF NEW BUSINES So.0 Gv2.. E ,k G-�/� Bi��;+ i �;q.✓ -TYPE O .OUSINESS. IS THIS A HOME OCCUPATION.': :'YES Have you Ijeen given apprsva om tHs buildin division? YES NO__„_ / ,, ADDRESS O.F BU3INE$ ' r MAP/PARCEL_.NUMBtE L2 LL When starting a new business tKere are several things you must o in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to are you in obtaining the information you may need. You MUST-GO TO 200 Main St.--.[c,orner of Yarmouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CON► ER'S OFFICE This inc 1.h b n inf a any permit requirer�nts that pertain to this type of business. c 7thrized ature COMMENTS: , 2. BOARD OF HEALTH This individual has beepJnforme ofpermit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this a of business. P type Authorized Signature* COMMENTS: TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 309 196 GEOBASE ID 22485 ADDRESS 40 NORTH STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 84839 DESCRIPTION 36"X96" SOL&LUA RESTAURANT MITIE'S SUSHI HO PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: h TOTAL FEES: $25.00 Regulatory Services BOND .00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE Q. * wuvsrasLE, mass. M 039. RFD MA'S A BU ISI0 r,/' DATE ISSUED 06/15/2005 EXPIRATION DATE Y I I YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL.,367 Main Street, Hyannis, MA 02601 (Town Hall) I DATE: Fill in please: J APPLICANT'S YOUR NAME: r CI�Q. Q(fVll BUSINESS YOUR HOME A413REjf4 e, LK TELEPHONE # Home Telephone Number 17 q 0'7 12( (� NAME OF NEW BUSINESS E "Lfiiy TYPE OF,BUSINESS. Y . IS THIS'A HOME OCCUPATIONS YES NO Have you been given approval fro the �Idin divi on? 'YES NO ✓ ADDRESS OF BUSINESS. O e — fVIQp/RARCEI:NUMBER C(!;� When starting a new business.there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -_(carner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER' ICE This individual has med of n permit requirements that pertain to this type of business. ut or ed Signature* COMMENTS: Ar 2. BOARD OF HEALTH This individual he b inform d oL9je permit requirements that pertain to this type of business. Authorized Signatur COMMENTS: Zq� 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual ha n inf ed of the rements that pertain to this type of business. I -Authorized ' nature COMMENTS: 1'7 I , TOWN OF BARNSTABLE INSPECTION WORKSHEET ctos CERTIFICATE NO: I CANCELLED: MAP: 309 DBA: ISOL E LUA BRAZILIAN RESTAURANT PARCEL: 196 NAME/MANAGER: ANA PAULA TOLEDO CARVALHO STREET: 140 NORTH STREET VILLAGE: JHYANNIS STATE: MA ZIP: 02601- SEQ NO: BUSINESS TYPE: IRESTAURANT CONSTRUCTION TYPE: STORYI: CAPACITY: USE1: Capacity Udder 50: P-P. STORY2: CAPACITY: USE2: STORY3: CAPACITY: USE3: Outside Seating: M. BY PLACE OF ASSEMBY OR STRUCTURE CAP1: 49 LOC1: MAXIMUM CAPACITY CAPS: L005: CAP2: LOC2: (SITE PLAN REVIEW) CAPE: LOC6: CAP3: LOC3: CAP7: LOC7: CAP4: LOC4: CAPS: LOC8: INSPECTION: DATE ISSUED: EXPIRATION: Print This°Scre`err 03/02/2005 Pnnt Certl cittiof Inspectignl COMMENTS: TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 309 196 GEOBASE -.ID . 22485 ADDRESS 40 NORTH STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 83709 DESCRIPTION 18 SQ MAGNOLIA FLOWER SHOP PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: p TOTAL FEES: $25.00 Regulatory Services BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE * On MAM � 059. ♦� �FD MA'S A BUILDI r ,,D SON BY /� DATE ISSUED 04/27/2005 EXPIRATION DATE �* Town of Barnstable .°�t"E' ti Regulatory Services ' Thomas F.Geiler,Director + BAMSfABLE. MAS& g Building Division Lj i63q. i0rE MA'SA Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 9 Permit# Application for Sign Permit Applicant: f�l,V 1-T Assessors No. A14-1 319 POI Doing Business As: 14461 ZI# PaUJ�A 5 OMpr Telephone No. ���' iL9® ' 7✓�� Sign Location /� // s� Street/Road: /o / �/1//1//5 Zoning District: Old Kings Highway? Yes Hyannis Historic District? Y 0 .... Property Owner Name: l /1//�� �LD//7�/��' Telephone: f� it Address`: Z2 S 6A 1UC /Village: -ca Sign Contractor N T' Name: 5(/zX/0//0/� /I111VIAC-1 Telephone: 5� ;Z �a l �- m Address: 5/y X UC6 5t. Village: /7 ��/�/�/1/15 A4, 0 z(D/ Description Please draw a diagram of lot showing location of buildings and existing signs with dimerlsions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes h o� (Note:If yes, a wiring permit is required) `f /✓ I r� Width of building faceAL ft.x 10=���x.10 I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Size: Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Official: &!�z �/ Date: Q.•IWPFILESISIGNSISIGNAPP.DOC K y �w e, u _ _ �_.- z., � •e l � �:, a `4 1y' ,i3` ,, � g 4#�c�� � 4.'�-''s �"� q, ��a A r �� :G N 1 Fi � T"aid R � �"'I�t� "M1� ,y� m94XY'�b�j�'+Q. � '!��•�, � v /`� _ ➢' Ens 0 ! -- I , i 1 , T : 1 , 1 i I ZIA ' 1 /� I ! I , , I I I I I • i _ i t 1 i 1 - f ! i i I I i �':. I• ! i I r � I 11 i � I I i w� I I I I x• j I ; I I I I : I : I I : t- i aol I I , i i I ; � I I i . i 1 , i i f , I : I I r ! i , I i i I. ; I I `t y I i - i r i i � j I I • ! 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I � ,47t, I - �-- -I 'Ai - , N I, ,- ..v - I . ,* � ., -- Al'Xi'l �1� � ,54, � : -,-.,,- .. , :.,z— .4 � 1 u.:,�� � �-� , I 1�,�&� �I&- —Mum;X� . .,; - - — - �. .Z�', i.- 11 I TO AL L NEW BUSINESS OWNERS DATE: I I adC-5 wFaamew Fill in please.: Muni= APPLICANT'S YOUR NAME: '(area YOUR HOME ADDRESS: �in We�L"kp� Ct BUSINESS r (+ tANN* H�anyi 5- {M-A +7a64► TELEPHONE Telephone Number Home 50 -'7 - t 3a NAME OF NEVtI i3US.11VESS MO- rox,ka Tower TYPE OF BUSINES IS THIS A HOME OCCUPATION? YES N.O. Have you been given approval from the building division? YES®NO Q ADDRESS OF BUSINESS � �� av1 ,�- tn�14 MAPIPARCEL.NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town o1 Barnstable. This form is intended_to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall)or if you get the business certificate firs you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St.— (cofw of Yarmouth Rd S Main Street):and you will find the following offices: 1. BUILDING CQfAMjSSI ER'S This individual as e6n in med it requirements that pertain to this type of business. hor ed S ure* COMMENTS:. 2. BOARD OF HEA This individual has e n infor of t req it ents that pertain to this type of business._ A rized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual h2s been informed1M th jis nsing requirements that pertain to this type of business. n 1 Authorized Signature** COMMENTS: AiVe WiO r Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME In the town (which you must do by M.G.L. -it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. M **SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. TO ALL NEW BUSINESS OWNERS DATE: Fill in please: APPLICANT'S YOUR NAME: 41A PA U JN0 BUSINESS YOUR HOME ADDRESS: 300 R ' I y Y/AAIV-ice .OA 016 TELEPHONE Telephone Number Home NAME OF NEWBUSINESS DL (/ Ci' Ill` TYPE OF BUSINESS IS THIS A HOME aGCUPA710N?: YES ISO Have you been gi�ren approva from the buildin d�vis�on? YES NQ ADDR ESS OF BUSIN5S ' / ;'4�l /si MAPIPARCEL NUMBER .......................... . . When starting a new business there are several things y u must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first , you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. — (co of Yarmouth Rd. Main Street) and you will find the following offices: 1. BUILDING C MI SIO R'S This individual as qe inf ed it req irements that pertain to this type of business. . t on d Si ` ur11,4 A A'n ** ` COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. P "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. 0f C. ®di tvw Al �lO1S1,?In SU UI IV 62 �OOZ 318h'IS �t�i7 .,s`i t tD/&. --o TO ALL NEW BUSINESS OWNERS .DATE: Mw� Fill in please: APPLICANT'S YOUR NAME: �S a�z �`I�t 'Tg3 BUSINESS � �� YOUR HOME ADDRESS: i TELEPHONE Telephone Number Home 'a CATIONS YES PEOFBE ,NAM E OF NEWBUSINESS SS � T,1/,d- NOSTHISA HOMCUP �tl Haveyou been given approval from the bu�ldmg dtvis�on� YES NO , : MAP/PARCEL AD .1RESS'.OF.BUSINESS -_ :NUMBER When start 'ing a new business there are several things you must do order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. —,(corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING CO SIO ER'S O This individual h inf ed a it re uirements that pertain to this type of business. ut o ' d Signature** COMMENTS: 2. BOARD OF HEALTH This individual h be i or 'ed of a it re re its tpertain to this type of business. Au onzed Signatur COMMENTS: .3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has r inf rmed the-' ensing requirements that pertain to this type of business. A on Sign re** COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. **SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. r Town of Barnstable Planning Division Thomas A. Broadrick,AICP 200 Main Street,Hyannis,Massachusetts 02601 Director of Planning,Zoning, Tel: (508) 862-4786. Fax: (508) 862-4725 &Historic Preservation May 6, 2004 Mr. Henry Lyons 50 Elliot Road Hyannis, Ma 02601 SPR 016-04 Restaurant. 40 North Street, Hyannis (R309-196 & 197) Proposal: Establish Restaurant in former retail space Dear Mr. Lyons: Please be advised that the Building Commissioner administratively approved the aforementioned proposal on May 3, 2004 with the following conditions: You are required to completely screen the dumpster from public view. You must obtain all necessary permits and licenses. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(ZO Section 4-7.8 [7]). This document shall be submitted prior to the issuance of the final certificate of occupancy. In the event that you have additional questions you are welcome to contact me directly at 508- 862-4027. Sincerely, Robin C, Giangregorio Zoning & SPR Coordinator ... . ............ .... �FISE Town of Barnstable Py °; Regulatory Services • snxxsrABLE, • Thomas F.Geiler,Director rs�ss. • 9�A .039• ���� . Building Division TED MA'S ' TomPerry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Date Address ,,5 — Y /V0 /t 7- To Whom It May Concern: Our attention has been alerted to the fact that you are flying illegal contrary to the Town of B arnstable's Zoning Ordinances.The Town has a sign c die wlucli'`s a plkifre(garding flags. Section 4-3.3,Prohibited Signs(1)"Any sign,all or any portion of which is set in motion by movement, including pennants,banners or flags,except official flags of nations or administrative or political subdivisions thereof." Please contact me at 508-862-4033 when these flags have been removed so that I can inspect the site.Thank you for your anticipated cooperation. Sincerely, David Matto - Building Inspector r� Parcel Details Page 2 of 3 Outbuildings& Extra Features Description Units Appraised Value Assessed Value PAVING-ASPHALT 1000 $500 $500 Ownership History Owner Book/Page Sale Date Sale Price CLOUTIER, DIANE E 2461/341 $0 2004 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $2,440.41 Town Fire District Rates 6.61 Barnstable 2.01 Hyannis FD Tax $ 749.48 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $73.21 Hyannis 2.03 West Barnstable 1.36 Due to rounding differences these Total: $3,263.10 values may vary Other Rates Land Bank 3% of Town Tax Building Sketch ti a s y4^ i:F np„ 3 .r. � - Yam//i .y;;•. / r l Sketch Legend BAS First Floor,Living Area SFB Semi Finished Living Area BMT Basement Area(Unfinished) TQS Three Quarters Story(Finished) CAN Canopy UAT Attic Area(Unfinished) FAT Attic Area(Finished) UHS Half Story(Unfinished) FCP Carport UST Utility Area(Unfinished) http://www.town.bamstable.ma.us/Webmap/assessorsK/dataviewK.asp?mappar=309196 2/27/2004 c� Parcel Details Page 1 of 3 d Back Home I Government Departments Data below is based on Fiscal Year 2004 Assessor's database.. Details for Map 309 Parcel 16 Property Location Acreage 40 NORTH STREET 0.17 Owner of Record CLOUTIER, DIANE E PO BOX 1250 MASHPEE, MA 02649 Appraised Value Assessed Value Buildings $224,700 $224,700 Extra Building Features $0 $0 Outbuildings $ 500 $500 Land $ 144,000 $ 144,000 Total $ 39,200 $ 369,200 Construction Detail Style Stores/Apt Model Commercial Grade Average Stories 2 Stories Exterior Wall Concr/Cinder Roof Structure Flat Roof Cover Tar& Gravel Interior Wall Drywall Wall Brd/Wood Interior Floor Carpet Heat Fuel Gas J Heat Type Hot Water AC Type None Bedrooms 2 Bedrooms Bathrooms Zero Bathrms Total Rooms w Building Valuation Living Area 4500 Replacement Cost $325,595 Year Built 1950 Depreciation 31 Building Value $224,700 http://www.town.bamstable.ma.us/Webmap/assessorsK/dataviewK.asp?M4ppar=309196 2/27/2004 ie 01 Parcel Details Page 3 of 3 i FEP Enclosed Porch UTQ Three Quarters Story(Unfinished) FHS Half Story(Finished) UUA Unfinished Utility Attic FOP Open or Screened in Porch UUS Full Upper 2nd Story(Unfinished) FST Utility Area(Finished Interior) WDK Wood Deck FTS Third Story Living Area(Finished) FUS Second Story Living Area(Finished) GAR Garage GRN Greenhouse PTO Patio By using this site,you are agreeing to the following terms and conditions. DATA SOURCES: Assessing information is based on FY2003 data. NOTE:The parcel lines on the map are only graphic representations of property boundaries. They are not true locations,and do not represent actual relationships to physical objects on the map. For more detailed information on map data sources and accuracy,click on the hyperlinks in the map legend. Developed by Town of Barnstable Information Systems Department-GIS Unit. Send comments or suggestions to gis0town.barnstable.ma.us rt http://www.town.barn`stable.ma.us/Webmap/assessorsK/dataviewK.asp?mappar=309196 2/27/2004 ` I TOWN OF BARNSTABLE ' BUILDING PERMIT PARCEL ID 309 196 GEOBASE ID 22485 ADDRESS 40 NORTH STREET PHONE HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY %I PERMIT 72240 DESCRIPTION 18 SQ FT 3 X 6 FLOWER & FERN PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 eve CONSTRUCTION COSTS $500.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE 0 * BARNSTABLE, • MASS. z639. BUILDI G DNISION BY DATE ISSUED 10/15/2003 EXPIRATION DATE i(% Town of Barnstable Regulatory Services 7 �� _ Thomas F.Geiler,Director s MAM Building Division Ralph Crossen,Building Commissioner. 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant: a� (,VA e, —Assessors No. 3 D �0(2 4, 'Doing Business As: Telephone No. 2, l Sign Location Street/Road: 40 �7 Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No L6ess: 10S erty er i � e: Telephone: r _- lit)� !� Yl -I Village: Contractor Name: Telephone: Address: Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? *No (Note:if yes, a wiring permit is required) , I hereby certify that I am the owner or that I have the authority of the owner to make this appjication>that the information is correct and that the use and construction shall conform to the pr visionsq f Section 4-3 (� of the Town of Barnstable Zoning Ordinance. Signature of owner/Authorized Agent: Date: c . — Size:-- Permit Fee: 5 Sign Permit was approved:_ S Disapproved: Dater /0 s °3 Signature of Building Official \ I sgni.doc �! rev.8/31/98 f CAPE COD, 1 SIGNS, ETC. S 3 I IFLOWIERn, ' IFERN "THE ORIGINAL" 150 ROSARY LANE HYANNfS, MA. 02601 TEL. 508-771-4465 FAX. 508-778-1991 DOWNTOWWN STORIES John Z;eyf f ept Flower iw,W FeM "I can count how many times since I moved here that I've had to wear a tie. Once—and it was for a wedding." r ' 4 —John Seyffert en John Seyffert decided mally 20 year-round �3 that he was going to own employees.During his own business,he the four major holi- "Al wanted something that would days,Easter, allow him to interact with other Thanksgiving and people.He knew that one way or Christmas being the another it was going to do with others,they may have' = plants—be it anursery or what- up to 45. , have-you.He and his wife Claudia For most of his life, took over the Flower&Fern John Seyffert worked stores in November of 1998. in environmental While-John handles the finan- planning.Over a �� cial part of the business,it is career that spanned Claudia who is the creative - 25 years,he worked he state;federal designer.He said that they are for t � �- trying to offer more exotic flow- and local govern- ers,and more creative arrange- ments,mostly ` ments."We're getting away from between Baltimore ' the standard flowers in a basket," and Washington, D.C. _ 1 he said."Right now the bubble Besides not hitting balls are popular."Those are glass the Beltway on a reg- the wedding part of the business. globes that they fill with a many ular basis,now that he lives on They had been doing three wed- different flowers and a swirl of Cape,he has traded in his suits dings every Saturday through this bear grass.And they have beauti- for more casual attire. "I can spring,going all-over the Cape. ful roses,all imported from count how many times since I Mr. Seyffert was amazed at a wed- Ecuador. He said they are better moved here that I've had to wear ding they recently decorated at than those available anywhere a tie.Once—and it was for a wed- Mattakeese Wharf.The entire else."The stems are stronger and ding." restaurant was awash with white the buds are larger,"said Mr. Well into-their second year,the flowers."It was beautiful,"he Seyffert. He explained that the Seyfferts are working on building said,adding,"All the flowers are flowers are cut in the field and pretty." packed in ice,then air freighted 5 An added benefit to the busi- to arrive within a couple of days: ness is that he can bring flowers At Flower and fern,they cut the home to his wife.When they roses again,put them in water ; g - bought their 1860's home in West with preservative and they should last as long as a couple of weeks. Barnstable,they 'inherited a gar- AI den that is as old and has been "Nobody wants flowers that fade ' u neglected for awhile."Outside,all ,v within a few days,"he said. the flowers are buried,"said Mr. It's wonder they are so pop- Seyffert,"At least this way we can ular for Mother's Day. = have flowers inside." This past Mother's Day,the As autumn approaches,Mr. company made bouquets with a Seyffert is excited about the start . total of 6,000 roses. Half of them of school:he was elected presi- ' were_red;the rest were a variety dent of the PAC(parent action of colors.The company also put committee)at the Horace Mann together 4,000 arrangements of Charter School for the coming flowers."The biggest day for flow-, 4 T year. Having just completed the ers is Mother's Day,"said Mr. J community leadership program at Seyffert."Everybody has one. q, Cape Cod Community College,he . To handle the crush, Flower ! "` felt this new title would be a good and Fern more than doubled its way to help the community."You staff and rented seven extra '; have to give back,"he said. trucks,in addition to its regular,,j, ? fleet of five,to handle all the deliveries.Between the company's three stores-they are on North The.Hyannis location of Street,plus South Dennis and Flower and Fern►is at South Yarmouth—there are nor- 4o North street 2CMICI a �Iemolqgists with over 100 years combined experience ' and Harold S. Sachs Appraisers and Jewelers ,Estate,3ewelers association of 51merica ` �Mxp �ARC T �a Estate Diamonds and Gemstones, rdian and Old Jewelry, Fine Vintage ' t Watches, Cameos and Gold Jewelry. � - l i L may. y l � ��y - • 9 i T Each piece is of singular elegance and quality and of course, subject to prior sale. 500 Main Street, w j Hyannis • 771-6463 Conveniently located at the 0 1 �, nnis Antique Center with ample ' ❑ , arking just outside our doorIL � � day •:Wednesday- Saturday 10 AM-5 PM❖Sunday 11 AM-5 PM Town of Barnstable Building Department ComplainVInquiry Report 3oq . lq � Date: D Rec'd by: Assessor's No.: 3C)q• 1 (7k Complaint Naine: D) A►-/c _- Location Address: ( o r D 0 n ry L Wa n j-�Akf �-11 G� M/r 30 Originator Natne: P LC-�4-Pg r7t�,4-n 0.2jLry Street: Village: State: Zip: Telephone: D/E Complaint a Description: >nK lI)e ILL-, U .111n -� ho Inquiry 0 Description: For O/llcc Usc On/t- Inspector's Action/Comments Date: Inspector. r Follow-up Action Additional Info. Attached Copy Distribution: LVlrite-Depa=ent File I"elloyv-Inspector i y � i C-4c), Lyra . c w 292 310 328 — -- - --- •39 �IN. � s, 2 r� 7 � °.h a ",e"� rm LI � �s � � 295309 321 r _ w � 17� 290 308 326 � yv�t Irs " . Its 0 nw 589 j Tt r 6 I s �,�N f t 3aut- 18 O m � ,r , c s 11 is•a" all k s- 90 -a ,r H RRY2 �128 to +N 193 var " �� �� a ° _< 2 wm 6r , 'E06 � m ° w,a, FW-� g iBy, 85. UPAw 1 ' ',orl a, t29 li cl l �s 136-1101 R'° Yn� . :a€ .s • >.-., w •u — 0 ��` 'x'{31015 134 � - ,.. 137 m 130 .# � k w w711 wa, 'TO 176 I of 173 �R a . I g7 170 ,1 .17 'gipa' 10�7 e i 2Idl .m �0E o n+ q a 3m a fl a O 68 C 8210 C1 r 4 Y x 1 wm 16501. K a�xt 'J 41L ® .` `. l Yx r1 N v 269 21 265 " 4 W .. Will 2 N3 Zy 3 s« Ll t 1 2�a5 ul 7 / 1�;-a, 26 1 €,�,t ���t,� 5 ,�E �` ° •�• F t R E , 4 2 7 I qqy ax� � 75fill , cS Property Location: 15 WASHINGTON ST 11Y MAP ID: 309i 197/ Other ID: Bldg#: 1 Card 1 of 1 Print Date:04/20/1999 'lTu "FRAWNERT7,7z, "Am"r "h ',�,��Descnprion Code Appraised value Assessed value I W ULOUIIEKDI L"D 1300 35,90C 801 40 NORTH ST HYANNIS,MA 02601 BARNSTABLE,MA c-8551 IF ZZ456 Plan Ref. Tax Dist. 400 Land Ct# Per.Prop. #SR Life Estate NDL I Notes: VISION ODL 2 Tata p UJ w '14 F� ULqJU I Mlf,IJLAINL 1i rr. Go de Assessed Value Yr. Code Assessed Value Yr. Code Assessed value -YM T3UW 35, T9W 730T 35,-)UC Tafia�. Tota 35,911C—-To—taT. 35,7UU TU is signature acknowledges a visit y a ata o ector or ssessor Year lypelDescription Amount Code Description Number Amount Gomm.Int. T1 W if-, Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 ---T5ta7j Appraised OB(L)Value(Bldg) 0 Appraised Land Value(Bldg) 35,900 Special Land Value V, I a k of 4*A Wk f LAND ADJUS F.FOR USE/SIZE. Total Appraised Card Value Total Appraised Parcel Value 35,900 Valuation Method: 35,900 Cost/Market Valuation Net Total Appraised Parcel Value W-W A ILD lt 1" "'kit,. Amskim"11-1 W 11VG Permit ID Issue Date lype Description Amount insp.Date %Comp. Date Comp. Comments Daze IV Ca. PurposelMesult A 3, ffil use Code Description one D Frontage Depth units Unit 1rice 1.Pactor N.J. C.Pactor 7votes- pecuil 11ricing Adj. nit rice an value I 1JUU Vac Land —UB—-217---T29-- U.24 AL HY15 0.72 149,640.Ut 35,90C Total an Units U.24 ACI 7-o—ta7 an Valui Property Location: 15 WASMENGTON ST HY MAP ID: 309/ 197/ Other ID: Bldg 1 Card 1 of 1 Print Date:04/20/1999 QN 1 7 . f"M I M� !S1 J"MA P R ANI Demerit Ca. Ch. Description CommerclaMata Elements Style/ I ype 99 V can E-a—n-d— Element Cd. Ch. Description Wodel 00 Vacant Heat&AC 3rade Frame Type 3tones Baths/Plumbing 3ccupancy Ceiling/Wall Exterior Wall I Rooms/Prtns %Common Wall 2 Wall Height Roof Structure Roof Cover A111"'If �P'"',A, )i Interior Wall I 2 Llement Go de Description 1,actor Interior Floor I Complex 2 Floor Adj Unit Location Heating Fuel Heating Type Number of Units AC Type Number of Levels %Ownership Bedrooms Bathrooms LVA IlUff-r Unadj.Hase Kate u Total Rooms ize Adj.Factor OUOOOO Grade(Q)Index ).00 ath Type Adj.Base Rate ).00 Kitchen Style Bldg.Value New Year Built Eff.Year Built Nrml Physcl Dep 100 Funcn]ObsInc Econ Obslnc pecl.Cond.Code Specl Cond% ........... Code Description fer�an —Overall%Cond. ac , d eprec.Bldg Value X A Code Description LZU Units Unit Price Yr. Dp Rt %Cnd Apr. Value Agtvl U. V,,rM S,'U1MAWEAf1&%Min"' W'',Mt &ML Go de Description Living Area Gross Area Ejj.Area Unit Cost Undeprec. Value I YL Gr—osLs L iv7L ease A rea Blag vat: COMMERCIAL PROPERTY MAP ,NO. LOT NO. FIRE DISTRICT SUMMARY STREET 38-.40 North St. Hyannis 309 196 7.3 LAND a 6 A/S o l H BLDGS. OWNER J 4% .rGn.c r c=�.., .e< .` TOTAL SG t$c: RECORD OF TRANSFER DATE eK PG -ki4w6. REMARKS: 7p LAND z 4�rC I BLDGS. C TOTAL Hn�r �e ears � ttc.a�— w y__. a ;:� �. .��8 .,c9.., 1030 ,.;,3:9�- w C�2bC �a LAND a 'Clouti'er` Diane E. 1-31-77 2461 341 $55 BLDGS. • TOTAL Q LAND BLDGS. TOTAL LAND GoRWYe 01 BLDGS. TOTAL LAND BLDGS. TOTAL LAND BLDGS. O) i1 �B93S iq /—/�78 TOTAL LAND .INTERIOR INSPECTED: BLDGS. '- TOTAL DATE: LAND ACREAGE COMPUTATIONS BLDGS. LAND TYPE OF ACRES PRICE TOTAL DEPR. VALUE ^ TOTAL HOUSE LOT ' -' l 0j� . �S � O� '�S Z G � � LAND �r CLEARED FRONT BLDGS. REAR .=- i TOTAL WOODS&SPROUT FRONT LAND REAR OI BLDGS. WASTE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND Ot BLDGS. LOT COMPUTATIONS LAND FACTORS - TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND I ROUGH TOWN WATER 0) BLDGS. 9D HIGH GRAVEL RD. - TOTAL LOW DIRT RD. LAND SWAMPY NO RD. rn BLDGS. TOTAL ;, TOWN OF BARNSTABLE, MASS. UNITED APPRAISAL CO., EAST HARTFORD.CONN. CEMENT BLK. WALLS COMPO. BOARD TOILET RM. FL. & WAINS. 5� S. F. QO Z -• - • I 7L r Y'L. • • - • !:>` BRICK WALLS ACOUSTICAL BATH ROOM FLR. g S. F. _ STONE WALLS TOILET ROOM FLR. S. F. INTERIOR FINISH 2 Z ; S. F. al0 90goo . . . BASEMENT AREA LATH & PLASTER MISCELLANEOUS 400 S. F. 4 ° _ �/a I % I % I FUL DRYWALL FIREPROOF CONSTR. S. F. ' EXTERIOR WALLS WALLBOARD MILL CONSTRUCTION S. F. • d b 6 �o `. :OLID COM. BRICK UNFIN. INT. FIRE RESISTING 'T :OM. BR. ON C. B. STEEL FRAME 'ACE BR. ON COM. BR. PARTITIONS STEEL BEAMS & COLS. ACE BR. ON C. B. r07 LATH AND PLASTER TIMBER BEAMS & COLS. FACE BR. VEN. DRYWALL STEEL TRUSSES :EMENT OR CINDER BLK BRICK I. (, 0N. CONCRETE C. BLK. SPRINKLER SYST. �� . I VT STONE FACING PASSENGER ELEV. � S q TONE OR T. C. TRIM H EATING FREIGHT ELEV. TUCCO ON STEAM INCINERATOR 'i3DING OR SHINGLES HOT WATER FIREPLACES TARTY WALLS HOT AIR CHIMNEYS 6 ,'LATE GLASS FRONT GAS OIL BURNER ✓ STEEL FRAME SASH ✓ B�JrV 6 ROOFING COAL STOKER WOOD FRAME SASH REPLACEMENT VALUE �_ y Z Gl�I AN)/ :OMPOSITION OR T. & G. NO HEATING RENTAL CAPITALIZATION LOCATION Fw AETAL AIR COND.-REFRIG. LAND '% �,,A GOOD FAIR POOR I C A ti 1p VOOD DECK AIR COYD.-WATER VACANCY ram•, ' LISTER DATE° 1 AETAL DECK HEATING WIRING WATER FLOORS FLEXLUME OR EQUAL ELECTRICITY _\ OCCUPANCY DETAIL & INCOME { B IST 2N lRD PIPE CONDUIT JANITOR :ONCRETE f,AV E L acr t MANAGEMENT �' 3� / *R4 r9 j 5 ;RTH PLUMBING PINE BATH ROOMS j TOTAL FLAT EXPENSES I 0-i / G IARDWOOD TOILET ROOMS 'INGLE FL. WATER CLOSET EXTRA GROSS ANNUAL INCOME Ii1SPH. TILE LAVATORY EXTRA LESS FLAT EXPENSES 'IfERRAZZO SINK EXTRA BALANCE FOR CAP. L , VOOD JOIST URINALS CAP. RATE 'r• ;TEEL JOIST NO PLUMBING REFLECTED CAP. VALUE j ON. CONC. 42, f 10 00 O OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL, Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. •2 AU IN!'a W�2,T Z3 •3S �� F / yo 3 4 5-g TOTAL COMMERCIAL PROPERTY ,MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET 13 y 15 Washington Ave. Hyannis LAND a p O 309 197 OWNER $ 01 BLDGS. TOTAL, a 9 0 0 LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: ch BLDGS. 0 TOTAL per, ,u . .Z aC LAND 'J 8essm— ^—" a�.:®` 111" ' . BLDGS. - Cloutier, Diane 6-20-78 2731 345 $22,90 TOTAL LAND �{O No K T N ST N fi,d j'�L.a�, c, 2 Cn 0 BLDGS. TOTAL LAND BLDGS. TOTAL LAND 0) BLDGS. TOTAL LAND r a) BLDGS. `. TOTAL r LAND d. INTERIOR INSPECTED: BLDGS. TOTAL ' DATE: LAND r ACREAGE COMPUTATIONS F:PAne /� ' BLDGS. I LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL FEE LOT ' 9 .y �{ . L `.O.D O Z7..x: /F�J_O. dam, }'/.� —�S �.. ;nC�� LAND ICLEARED FRONT 0) BLDGS. REAR' TOTAL {WOODS&SPROUT FRONT LAND REAR BLDGS. 'WASTE FRONT TOTAL ' REAR LAND BLDGS. TOTAL LAND ' I BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL # FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. TOTAL TOWN OF BARNSTABLE. MASS. CEMENT BLK. WALLS COMPO. BOARD TOILET RM. FL. & WAINS. S. F. BRICK WALLS ACOUSTICAL BATH ROOM FLR. S. F. STONE WALLS TOILET ROOM FLR. S. F. ° ` INTERIOR FINISH S. F. BASEMENT AREA LATH & PLASTER MISCELLANEOUS S. F. 3/z I FULL DRYWALL FIREPROOF CONSTR. S. F. EXTERIOR WALLS WALLBOARD MILL CONSTRUCTION S. F. SOLID COM. BRICK UNFIN. INT. FIRE RESISTING COM. BR. ON C. B. STEEL FRAME FACE BR. ON COM. BR. PARTITIONS STEEL BEAMS & COLS. FACE BR. ON C. B. LATH AND PLASTER TIMBER BEAMS & COLS. FACE BR. VEN. DRYWALL STEEL TRUSSES CEMENT OR CINDER BLK BRICK REIN. CONCRETE C. BLK. SPRINKLER SYST. CUT STONE FACING PASSENGER ELEV. STONE OR T. C. TRIM HEATING FREIGHT ELEV. STUCCO ON STEAM INCINERATOR SIDING OR SHINGLES HOT WATER FIREPLACES PARTY WALLS HOT AIR CHIMNEYS PLATE GLASS FRONT GAS OIL BURNER STEEL FRAME SASH ROOFING COAL STOKER WOOD FRAME SASH REPLACEMENT VALUE :OMPOSITION OR T. & G. NO HEATING RENTAL CAPITALIZATION LOCATION METAL — AIR COND.—REFRIG. LAND GOOD FAIR POOR ,t MOOD DECK AIR COND.—WATER VACANCY LISTER DATE ` METAL DECK HEATING WIRING WATER FLOORS FLEXLU ME OR EQUAL ELECTRICITY OCC U PA N CY DETAIL & INCOME B 1ST 2NC 3RD PIPE CONDUIT JANITOR IONCRETE ' MANAGEMENT EARTH PLUMBING '.-INE BATH ROOMS TOTAL FLAT EXPENSES HARDWOOD TOILET ROOMS SINGLE FL. WATER CLOSET EXTRA GROSS ANNUAL INCOME ASPH. TILE LAVATORY EXTRA LESS FLAT EXPENSES TERRAZZO SINK EXTRA BALANCE FOR CAP. MOOD JOIST URINALS CAP. RATE STEEL JOIST NO PLUMBING REFLECTED CAP. VALUE 2EIN. CON C. I i i OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.DeD• PHYS. VALUE Funct.DeP. ACTUAL VAL.- 2 _ 3 4 5 TOTAL i Property Location: 40 NORTH STREET HYANNIS MAP ID: 309/ 196/// Other ID: Bldg#.- 1 Card I of I Print Date:04/20/1999 7 AWY11 T 3 UM,I y" ULUU I ILK,MAIN M r, Description 0 e ppratse a ue ssessea value RES LAND U10I 391W 39,80( 801 40 NORTH ST RESIDNTL 0101 72,75( 72,75( HYANNIS,MA 02601 RESIDNTL 0101 25( 25 BARIVSTABLE,MA W"" '--$, OM LAND 0325 39,80( 39,80( Account4 ZL45:)b Plan Ref. COMMERC. 0325 72,75( 72,75( Tax Dist. 400 Land Ct# COMMERC. 0325 250 250 Per.Prop. #SR Life Estate #DL I Notes: VISION #DL 2 zo ita. 225,bu Z V, 11 F,filt!"if 1,1 IfTlf; ULU U I lhlf,MAIN h h U Yr. Code Assessed value r. O e Assessed Value Yr. Co e ssesse a ue- 1 399M 0 3989(199991 U0101 72,759 0101 72,,75( 199 0101 25( 199 0101 25( 199 0325 39,80( 199 0325 39,80( 199 0325 72,75 199 0325 72,75( Gal 199 7 bral-1 225, -1-5-taT. is stgnature ac now ages a visit by a-Data Coffie—ctor or ssessor Year lypelvescription Amount ode LVJ)es riplion Number Amount oin AL UWA- Appraised Bldg.Value(Card) 145,500 Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 500 Totall Appraised Land Value(Bldg) 79,600 Special Land Value tAt"'21111- 1-1-I 11-11=13-T�I",tummw�'q'-W' kli*' W.111 , III .......... *LAND ADJUST.FOR Total Appraised Card Value SIZE/SHAPE Total Appraised Parcel Value 225,600 Valuation Method: 225,600 Cost/Market Valuation Net Total Appraised ParceFV-a]Fu-e- 225,61JU EN'I'M ILDIMWEERM!Mm""54' RAM '�A' 17 74" "";5 4"q j ermitID Issue Date lype Description Amount Insp.Date %Comp. ate omp. omments ate ID Ca. urpose/Wesult —2055- IZ/1.15/510 RE Remodel 4,0W--W727797-----TUU— repair wd 1k 00 Meas/Listed 17905 9/16/96 RE, Remodel 10,00( 1/1/97 100 apt remod 6/15/92 ML '1134648 10/1/91 AC 15,00( 0 HY SHO RM N 2 Xt4V4 y H# Use Go de Description one D Erontage Depth Units unit Price L Eactor S.I. C.Pactor Notut. Aaj. Notes-AdjlSpeczal Pricing Adj. Unit Price an Val I U J Z.1)—S I UKE/NHUP 0.1 AL 347,UU0.0(----T.W-E-—I-OU 11VU9 1.3!3U 3SITE 465,4-')U.Ut ;,6UE --796M Total Lan nits 1i , Property Location: 40 NORTH STREET HYANNIS MAP ID: 309/ 196/// Other ID: Bldg#: 1 Card 1 of 1 Print Date:04/20/1999 Element ca. Ch. Description CommercurlData Elements Style/ lype 10 Stores/A-PT- Element Cd. Ch. Description Model 04 Commercial Heat&AC J3__IYPICAL zEP 14 UK 33 Grade )C C Frame Type )3 MASONRY Stories 2 Stories Baths/Plumbing )2 AVERAGE 10 10 ccupancy 0 Ceiling/Wall A TYPICAL Rooms/Prtns )2 AVERAGE 3AS bu Exterior Wall 1 5 oncr/Cinder %Common Wall UBM 2 all Height 10 CUS Roof Structure )l Flat Roof Cover )4 Tar&Gravel I 7- nterior Wall 1 )5 Drywall I I I W 2 2 Wall Brd/Wood Element Code Description Pactor Interior Floor 1 4 Carpet Co—mplex 2 Floor Adj Unit Location Heating Fuel )3 as 45 Heating Type )5 of Water Number of Units AC Type )i one Number of Levels %Ownership edrooms 2 Bedrooms B Zero Bathrms W athrooms j�l, , - 'I" m cf ulY T,e C"t -ne -v e, Total Rooms DO 0 Full Unadj.Ba-se-TaTe— 3.00 ize Adj.Factor .93451 Grade(Q)Index .99 Bath Type Adj.Base Rate 9.03 Kitchen Style Bldg.Value New 50,887 AN 43 Year Built 1950 Eff.Year Built 1980 Nrml Physcl Dep 17 uncril Obslnc D Econ Obslnc 25 K M"T L�,u V 77�,�s-,,,Specl.Cond.Code ' � ",""S % Af�, A - ##!2!ftt1 pec]Cond Code Desc3 tion Percentage -Overall%Cond. 58 _M5 SILUREIS110 bu 0101 Single Fam 50 Deprec.Bldg Value 145,500 L� Aw 4 Code Description L'Iff units Unit Price Yr. Dp Rt xo(,na Apr. Value PAVLNG-ASPHAL'I L 1,00C 0.9c-19W 50 ___5" ogi MM& U,Code Description Living Area Gross Area A rea Unit Cost undeprec. Value 0 Fl-r-sFIFFoor 2,25( 2,2 11U,31 t ""I CAN Canopy 214 4 2,10 C 9 F p 9 EP Porch,Enclosed,Finished 14( M:88: 4946 t FUS Upper Story,Finished 2,25( 2,25( 2,25C 49.0: 110,31 US M UBM Basement,Unfinished 2,25( 45C 9.8 22,06 WDK Wood Deck 33( 33 4.9C 1,611 11 X Gross LivILease Area 4,5uq 7,431 5,111 Bldg Val. �1HE i0 The Town of Barnstable 9�AaNSTABLE. Department of Health Safety and Environmental Services MASS.ASS. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice '7 / Type of Inspection _ X r C.•�V`'l. Location 4 D m by ,� cT_ Permit Number Owner Builder f r One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: L - T�Jd Lha e oau— Please call: 508-790-6227 for re-inspection. Inspected by , Date ► TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 309 196 GEOBASE ID .22485 ADDRESS 40 NORTH,STREET PHONE HYANNIS ZIP - I LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 44879 DESCRIPTION FLOWER AND FERN- 38 SQ_ PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $25.00 BOND $.00 CONSTRUCTION COSTS $.00 753 MISC_ NOT CODED ELSEWHERE 1 PRIVATE PICREa y_ * BARNSTABM • MASi3. j B ILDI �G DIVI �N �/� DATE ISSUED 03/21/2000 EXPIRATION DATE WE The Town of Barnstable -4 ��8 7q • a, and Environmental Services KAM Department of Heath Safe &b �,•� P Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 q� Ralph Crossen Fax: 508-790-6230 a Building Commissioner Tax Colle Treasure Application for Sign Permit Applicant: �l Y •• S /Y�JgDC Assessors No. Doing Business As: / 1�2d b 1Gt,1V Telephone No. '71- /3 2 Sign Location Street/Road: �l Zoning District: Old Kings Highway? Yes/6 Hyannis Historic District? Yes/6) Property Owner , �/ Name: 7)/rule rj"d x Telephone: 3/�'057_ jg?0 Address: /()-r &4e,"I'd 4wr bk/lr Village: ), ��IeLyo _ Sign Contractor Name: I��7/Zii ✓oA/E�- /� iiu-� Telephone: Address: Ar f/L' A�/D/ Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes o (Note:Ifyes, a Wh7hffpenmtisregmred) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that die information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barns a Zo g Ordinance. Signature of Owner/Authorized Agent: Date:Mwa c . Size: oG Permit Fee: PP Sign Permit was approved: v- Disapproved: Signature of Building Ofhi 'al- y, / � �� l��-~ Date: sig►,i.doc mv.8/3//98 � r i � l✓sliN�- >1G/J i a _ � __ _ _ __ _______ ___________ T______________�7T7�rr ___..___________ _T77T�Tt�Tr1�_. _ .—.�.�_ 1i� - _ .. � '4 .. .. _ .. r; � � f ,..v t .. .` _ '' I _ a,- .. _. 4. - �. __ � �, _ • „�� - - - - � t :{.. � r. t _ � �1.t �� _ � � � ' _ � rr � �. .. _ y s �,_ _ .. - i � lip� _ . . - - J.� � � !4 .. �.,.� �t °' �' .. G.' . ,. 1' r l.. F„ . � � �f w . ' +` �, r �i ... !r e { 40 North Street, 1 Hyannis,MA02601 508/771-1390 1276 Route 28, South Yarmouth,MA 02664 508/394-1343 Route 134, Cobblestone Court, South Dennis,MA 02660 508/394-1231 TOLL FREE 800/442-3567 FL OW E R A N D F E R N y tNE T The Town of-Barnstable BARNSTABLE. • Department of Health Safety and Environmental Services MASS. 'QED 39.1,0 Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection P Location YL { � Permit Number Owner �J. ( d al-e.� Builder One notice to remain on jobsite, one notice on file in Building Department. e following items need correcting: f V R 11 t on _ 'Co 2. vim l , PPAv cam' « �-e-a, t Please call: 508-790-6227 for re-inspection. Inspected by Date �, �' 5 ` Engineering Dept. (3rd floor) Map Parcel Permit# C House# � /� . Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) QUVj 2--P /1--/F- lklflee Oleo u t� Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) % Q Planning Dept.(1st floor/School Admin. Bldg.) OptME►p;- Definit' an Approved by Planning Board 19 �� • BARNSTABLE. ` MASS. 039. TOWN OF BARNSTABLE ASEWER ��K ci'10N PE IT FRAS THE Building Permit Application NNGINEERING DIVISION MOB TO Project Street Address '/YO M-,,✓� ,S 4-• CONSTRUCTION Village /'1 yc,ns► S. Owner �;S✓1 / �[e��-r`e (' Address </0 K/-,�„rf-4 5�. Telephone n Permit Reque t " f D rr bj.*IcX !, dtRa k Q`� f`ecr o l' First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ �j/CIZ?d,coo Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 6 v Historic House ❑Yes [slo On Old King's Highway ❑Yes ❑No Basement Type: Wf ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use n Builder Information Name 6;,A/1X-t, -e ti'/,�_.=-a .s� Telephone Number qt i; 70os -" Ad��d//r��ess I e 4,.K� J�,�c c;L9> License# Q S7'/0 8 /1`l Q/5 10 n 5 d✓f 6/�S Home Improvement Contractor# y©7 Worker's Compensation# _,ue eiw o,C-' -� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) °1^ FOR OFFICIAL USE ONLY PERMIT NO. 4 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE' OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUG9 2 8 FINAL ' FINAL BUILDING m� DATE CLOSED OUT co ASSOCIATION PLAN NO 12-05-1996 11 :52AM FROM HY.ANNIS FIRE DEPT. 508 778 6448 P_ HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ZOAD EXTENSION N f 'pr HYANNIS, MASS. 02601 �,susy�o�Jl PAUL D.CHISHOLM,CHIEP FIRE PREVENTION BUR W-A 'l � PEil:YE1�7ION � g LT, DONALD H. CHASE,JR. LT.ERIC HUI, Inspector Inspector TELECOPIER TRANSMISSION VER LETTER SENT I0: tW1 SENT FROM SUBJECT : NUMBER pF PAGES, INCLUDING COYER LETTER, BEING TRANSMITTED �EJII�EtrR'FRYOUt3' r ! l i l FIRE DEPT. 775-1300 1 TOWN LINE 790--532 1 EMERGENCY 775-7323 1 FAX 778-6448 12-05-1996 11.:52AM FROM HYANNIS FIRE DEPT. 508 778 6448 P. 2 p:ksJ,y > }: .:,.:}; xa;v ':J:#:at5:a :g:yiL� •;S:,t' , .,}, sa r-r i ,.•r:�x wx :.yf! kRwx•.;•;�,x.:r ;,;y>rr s'. r v,.r. �>.?{, +•iv,x,wi•v` x%�x'nx•i / Y.:f;JSR3lSkJ.N.�iS.., .3F•,fr,R,.ffY, Y,r49� f;.M w, Wd �. rr .G3f!b?f5:t nNR S7>f,?lfig,L',PSf'£F:ES•.$sfi8?fY�;{s+°G".N.°xi6 ad' > nStx'r2e ituex14exn rOs 4 > >/5 52r x X < tht Z . 40 NORTH STREET' HYANNIS 309196 Y " � v > �'''����''',����� xY �$�,$�t$a2eCw ha�E &2ze� N AeM x .gip Kx jr # fi CLOUTIER DIANE E ` �� '� rxo ��.'#S'id��3ie`P�� �z w o y .,,h�• .f � � � � ,' � ��� s q. j t (; • � � r� �. ° e � rv. 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'?(ae,yaskn#4:}:xvi�e xt"Lx<:kav 43 kL'kLy L7.L^�Het�J`'tsar'xy�txrv��J}{ y>2�i3Wi:sis' b #'' y �I xSx. r:>}.ta y,.?so>s'»�x L e::xa•,.tE� •.•, �f!,;g, S r}S,./ �': S'St .J%�iZ•}%��> :i•S:katawC�t�4'k�J.cY .;.•.•, .%<;%9%>y,FLr��'`'x'i%%ri,,k; .�,,^}:Y';n';# :. ? > y ':L k+t kt! d� �<>i rrdK i�t•:�x%'R% arx 4'x;�x�Rf�»�;3a} ,y{ ¢.'yr<; ix kE`xzx�xzsA>fa:v'<r' x`�ok�ik�s��sf iP%�#Jv,'x'$;s9 at• i.�Y'� s.� }{.: � r� .xG�kss�t�#;#:i".:2 t� , �f :5,f� ::I.kt,R,:C.,..g�. �.• s., :x„ r 3'#e' •h',xc ,;�;. .E ,�N., e; :pt' r a{� :rr f, t� ••f;;a.,, `i!},"F Y+ 5„ r;rs s+arr,>r>o-i:fA•.::� zr't.,S i;t:.r .�rrrr,; .���i, r• . � .,t.,r:5}'fi�,:33:,"s,':�iK"tS 'ei t: ':k•'tx�'a' x:s.�>£i�: Y,ss�;.,x ^;S.': „y. Y {.2: i4#,t .x.>' E:e:<.xtk:rr..s «�i. .t..5 gg,, s:.a• ::1.. L.i,yx ,(3tS. ;,<syf3 .v� �;$¢d., •4�¢d:S;N� ��.' s x .�+. ,4,.,.$..,.,:..a,.✓!•.,.es,: !. s.>.exo.<•.seox.xtua:e.%oxsL»L.>:excxvx .z.a. k.. ,i: „iR�' t; ..,;f:W'd:4f;�S:�R'r.,�; e•o� ,i t„ ;f r - 12—OS-199E 1 1 :64AM FROM HYANN I S FIRE DEPT. SO-8 778 G448 P_ 3 HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 PAUL D.CHISHOLM,CHIFF FIRE PREVENTION BUREAU LT. DONALD H. CHASE,JR. LT. ERIC HUBLlR, CFI Inspector Inspector TO: RALPH CROSSEIV FROM: LT. ERIC HUBLER DATE: 12/5/96 SUBJECT: 40 NORTH ST. " FLOWER AND FERN" M/P 309 196 DEAR RALPH, AS PER OUR PHONE CONVERSATION YESTERDAY, I AM ENCLOSING A COPY OF THE INCIDENT REPORT FROM THE FIRE ON 11123/96. AS 1 MENTIONED, NOT ONLY DO I QUESTION THE STRUCTURAL STABILITY OF THE REAR DECK, BUT I UNDERSTAND THEIR ARE EXIT ISSUES THAT NEED TO BE ADDRESSED AS WELL AS CONSTRUCTION WORK WHICH MAY NOT BE PERMITTED. ALSO, THEIR ELECTRICIAN WAS TO PROVIDE PLANS FOR FIRE ALARM PER ARTICLE 10 AND TO PULL A PERMIT, PLEASE ADVISE AS TO YOUR FINDINGS..... SINCERELY, ERIC PHONE 508-775-1300 FAX 508-778-6448 EMERGENCY 9-1-1 i 12-05-1996 11 :54AM FROM HY.ANN1S FIRE DEPT. S08 778 6448 P. 4 MA.SMCHUSETTS FIRE INCIDENT REPORT cA�Tr�taTRevise O 1 pF D I1?# « Re Form p°rt }07922 x H annis rfre De artmenf : y:<::xx:%• ; If "' Date A?arm rxiva Tio ervice Incident # �� Fise 23194 Setutda 7, 00:23 Op:26 O:t4 __SITUATION FOUND CTION TAKEN MUTUAL AID B Structure Fire i t IE10n uishm®nt FIXED PROPERTY USE (O=UPANCY) { ? n;s i i;_ IGflITION FACTOR C 1-2 Living Units-Business n,4 Z 1 Abandoned, Discarded Heat O CCRRECT ADDRESS ZIP CODE CENSUS TRACT D 40 NORTH STREET 1 02601 40 O 1 1 OCCUPANT NAME (LAST, FIRST, MI) TELEPHONE ROOM or APT. ERICKSON, JOSEPH 1508 790-8636 DECK E, CIVNER NAI✓E (LAST,12 r-anST, i9i) AI)DRcS 1LLtaNHVNL CLOUTIER, DIANE SOUTH YARMOUTH 608 . 398-3820 G 13 t4 HoD OF ALARM CO, DIST. PERSONNEL ENG RESP. AERIALS RESP. i3 RE3F. 2 p .., 2 s'gy SNII'T HAZ MAT FRES'a`NT^ TANK. RESP. 3THER RESP. 8 a Telephone (Direct) N0, a a SUBSTANCE 0 0 1t ' SPEC. EQUIP. USED? SIRE TTTES * a (:/ 2 0 SERVICE i.< . 0.. .,�: 0 <.;,. 6TFTER O M)BZLE PROPERTY TYPE 08 VEHICLE STOLEN? ESTIMATED TOTAL INSURANCE CO. Mobile Property N/A DOLLAR LOSS TOTAL INS. CLAIDt PD 1 0 0 0 <<�< 0 0 30 YEAR MODEL COLOR LICENSE '.PTO. VIN# 40 IF EQUIP. I`JOL. yF_zLt. MAI,� MODEL SEF%IAL N0, IN IGNITIDN CCF1PLEX AREA CF a:<:a .�,; ., EQUIP INVOLVED IN TGtd. '�:�:i`f?'t;t•;,:;:; SO 2` Business with Residential ORIGIN Exterior Stair+n 'i<r:,,:,;,� No Equipment Involved FORM OF.HEAT 1(TNITION :MATERIAL FORM K TYPE Qcigarette ;3 t IGNITEt Structurai Member, Fram t 7 Sawn Wood 6 3 METHOD OF LEVEL OF ORIGIN Number of Stories CONSTRUCTION TYPE EXTINGUISHI NT ... { # 5 Preconnect from 10 to 19 feet abov 2. 2 stories »t.. Un rotected Wood Fram El EXTENT OF DAMAGE Flame Smoke DETECTOR PEP.FORtBX;NCE SPRINKLER PERFORMANCE N Confined-object of origin 1 `' 9 p �K�= Q No damage of this type 8 :: 8 detectors resent N4 No equipment resent Material generating FORM ICPE ® most smoke Form of Mat Unde:ermined 0 0 Tv a of Mat Undetermined t 00 AVENUE OF SWKE TRAVEL R WEATHER 1 CLEAR No significant avenue CONDITIONS 8 Officer ir. CtLazcge-' Date FARRENKOPF, C. CAPTAIN 1 1 /2 319 6 Comments for this incident have been printed or', additional comments page, f 12-OS-199G 1 1 :55AM FROM H'r':AP.N 15 FIRE DEPT. 5O8 778 G448 P. 5 ents for Incident: 96 001245 Exposure: 00 Date: 11/.23/96 IVED A CALL FOR A FIRE ON THE DECK(REAR)OF 40 NORTH STREET, COMMERICIAL PROPERTY/SECOND FLOOR ARTMENT. ARRIVING ON SCENE WITH A FIRST ALARM ASSIGNMENT,SIDE FOUR WE FOUND THE TENANT MR.ERICKSON EXTINGUISHING THIS FIRE WITH SEVERAL PANS OF WATER, FIRE WAS CONFINED TO THIS EXTERIOR SECOND FLOOR DECK. WE USED TANK WATER FROM E 823 70 WET TrIE AREA DOWN. INVESTIGATING MR, ERICKSON TOLD THE CHIEF THAT HE SMOKES AND POSSIBLE DISCARDED A CIGARETTE, THERE WAS NO OTHER OBVIOUS IGNITION SOURCE PRESENT, INVESTIGATING FURTHER WE FOUND THE DECK TO BE VERY UNSTABLE,ROTTEN AND WORN OUT DUE TO AGE. WE A17ENIPTED TO REQUEST A REPRESENTATIVE FROM THE BUILDING DEPARTMENT TO THE SCENE,WITH NEGATIVE RESULTS. FINDING THIS DECK NOT SAFE FOR HUMAN HABITATION(USE)THE CHIEF CONDEMNED IT AND ADVISED THE TENANT OF THE SAME. .MR.ERiCKSON NIADt ARRANGEMENTS TU STP►Y WITH A FRIEND. Ms-DIANE CLOD-nER(OWNER) WAS PERSONALLY MADE AWARE OF THIS INCIDENT AND CONDITION OF DECK, FIRE WAS CONFINED TO THE EXTERIOR DECK TENANT: MR/JOSEPH ERICKSON, 40 NORTH STREET, TELEPHONE # 508-790-8636, D.0.8. 09f14/58, S.S. # 029-50-7036, NO TENANT INSURANCE. OWNER: MS. DIANE CLOUTIER 105 PAWKANNWKT DRIVE, SOUTH YARMOUTH, MA. 508-398.3820- TENANT: MS. KIM S. LAFORGE 90 EBENEZER ROAD, OSTERVILLE, MA, D.O.B, 09!27/55 S.S. #095506098, 508-420-4325, PERSONS WHO FOUND AND REPORTED FIRE TO TENANT. 1. BRYAN PLONA 115 NORTH MAIN STREET, MARLBORO C.T. 806-295-9687. 2.JOHN MALONEY 54 RIDGEWOOD DRIVE, VERNON, CT. 806-872-8630 3. EDWARD MULLARKEY 84 JAMES STREET CLCHESTER, CT. 806-537-6559. FIRST ALARM ASSIGNMENT, WEATHER CONDITION:CLEAR,COLD,WIND OUT OF THL NORTH ABOUT 4 MPH,T 39,F. FARRENKOPF, C-CAPT. 11123,196, i 12-05-1996 11 : 11AM FROM HYANNIS FIRE DEPT. 508 778 6448 P_ 2 ents for Incident: 96 001245 Exposure: 00 Date: 11/23/96 IVED A CALL FOR A FIRE ON THE DECK(REAR)OF 40 NORTH STREET, COMMERICIAL PROPERTY/SECOND FLOOR ARTMENT. ARRIVING ON SCENE WITH A FIRST ALARM ASSIGNMENT,SIDE FOUR WE FOUND THE TENANT MR.ERICKSON EXTINGUISHING THIS FIRE WrrH SEVERAL PANS OF WATER. FIRE WAS CONFINED TO THIS EXTERIOR SECOND FLOOR DECK: WE USED TANK WATER FROM E-823 TO WET THE AREA DOWN. INVESTIGATING MR.ERICKSON TOLD THE CHIEF THAT HE SMOKES AND POSSIBLE DISCARDED A CIGAREI-TE. THERE WAS NO OTHER OBVIOUS IGNITION.SOURCE PRESENT. INVESTIGATING FURTHER WE FOUND THE DECK TO BE VERY UNSTABLE,ROTTEN AND WORN OUT DUE TO AGE, WE ATTEMPTED TO REQUEST A REPRESENTATIVE FROM THE BUILDING DEPARTMENT TO THE SCENE,WITH NEGATIVE RESULTS. FINDING THIS DECK NOT SAFE FOR HUMAN HABITATION(USE)THE CHIEF CONDEMNED IT AND ADVISED THE itNANT OF THE SAME. MR.ERiCKSON MADE ARRANGEMENTS TO STAY WITH A FRIEND. MS.DIANE CLOUTIER{OWNER)' WAS PERSONALLY MADE AWARE OF THIS INCIDENT AND CONDITION OF DECK FIRE WAS CONFINED TO THE EXTERIOR DECK. TENANT: MR/JOSEPH ERICKSON, 40 NORTH STREET, TELEPHONE # 508-790-8636. D.O.B. 09/14/58, S.S. # 029-50-7036, NO TENANT INSURANCE. OWNER:MS, DIANE CLOUTIER 105 PAWKANNWKT DRIVE, SOUTH YARMOUTH, MA. 508.3983820, TENANT: MS. KIM S. LAFORGE 90 EBENEZER ROAD, OSTERVILLE, MA. D.O.B. 09/27/65 S.S. #095506098, 508-420-4325. PERSONS WHO FOUND AND REPORTED FIRE TO TENANT. 1. BRYAN PLONA 115 NORTH MAIN STREET, MARLI30RO C.T. 806-295-9687. 2.JOHN MALONEY 54 RIDGE'WOOD DRIVE, VERNON,CT. 806.872.MO 3. EDWARD MULLARKEY 84 JAMES STREET CLCHESTER, CT. 906-537.6559, FIRST ALARM ASSIGNMENT_ WEATHER CONDITION:CLEAR,COLD,WIND OUT OF THE NORTH ABOUT 4 MPH,T 399 R FARRENKOPF, C. CAPT. 11/2-"'96. 12—OS-1996 11 : 10AM FROM H'YANNIS FIRE DEPT. S08 778 6448 P- 1 -. Xk%ACH USETTS FIRE INCMENT REPORT ® 10' F�1�# w ! >: DEPARTMENT Report 01922 _>` iH annis Fire Department Form 1t if Date Alarm Arrivaln Service "' Incident # �"''�'°�'°°"'''t`' Day 001245 Fire 001 1 /23/9 Isaturdsy00:23 00:26 00:14 SITUATION FOUND ACTION TAKEN MGTUAI, AID 8 Structure Fire ;t 1 Extinguishment FIXED PROPERTY USE (OCCUPANCY) IGNITION FACTOR 0 1 2 Livin Units-Business <4 :.,;>i Abandoned, Discarded Heat CORRECT ADDRESS ZIP CODE CENSUS YRACr D 40 NORTH STREET 02601 40 11 Cc:cLVANT NAME (LAST. FIRST, .41) TELEPHONE ROOM or APT. ERICKSON, JOSEPH 508 790-8636 DECK G12OWNER NAME (LAST. FIRST, MI) 'TEL.EPHoNE CLOUTIER, DIANE SOUTH YARMOUTH 508 398-3820 G 13 METHOD OF ALARM T. PERSCHNEL NG RESP, E A RIALS RESP. 3 " C asp. 0 SHIFT fiPZ :SAT PRESENT? TANK. RESP. OTHER RESP. t8 3 1 Telephone (Direct) N0. SUBSTANCE 0 0 1 ;; SPEC. EQUIP. USED? Z FIYtE ry�IIL O IES aWfIr IVW '�?"g$ O�`4` 0 :4<: V16C.i� 'i < o .•fTZ ly T% iyi: ;F: ;:r y n:i>: 0; 0 (,1 MOBILE PROPERTY TYPE 08�tJJ VEHICLE STOLEN? ESTIMATED TOTAL INSURANCE CO. Mobile Property N/A DOLLAR LOSS Tc7IAI. INS. =QCA" M PD1®0 0't-fz s 0 YEAR. MAKE YOD?I, COLOR LICENSE NO. VIN# 30 40 IF EQUIP ItIVOL. YEAR MAKE MODEL SERIAL NO. IN IGNITION J COMPLEX A1Z>~A OF <; "` EQUIP INVOLVED IN IGN. V Business with Residential 4 0 ORIGIN Exterior Stairw. " No Equipment Involved 5.8 FORM OF HEAT IGNITION IFORM :�.<^;: TYPE, Cigarette 3•'>;;,,`.IGNITED IStructural Member, Sawn Wood 6 3 METHOD OF LEVEL OF ORIGIN N doer of Stories CONSTRUCTION MTE ® EXTINGUISHMENT 5 il Preconnect from"`` " 10 to 14 feet abav 2 stories Un rotected Wood Frain r: EXTENT OF DAMkG£ Flame Smoke DETECTOR PERFORMANCE SPRINKLER PERFORMANCE N Confined-object of origir 1 9 8k;; t.8 Y . 0 No damage of this type " No detectors resent No equipment resent #"x Material generating FORM TYPE ® most smoke Form of Mat Undetermined 0 0. wl Type of Mat Undetermined 0 0 AVENUE OF SMOKE TRAVEL R WEATHER No significant avenue CONDITIONS , CLEAR Officer in Charge: Dats FARRENKOPF, C. CAPTAIN 1 1 /2 3/9 6 Comments for this incident have been printed on an additional comments page. } 12-05-1996 11 = 11AM FROM HYANNIS FIRE DEPT. SOB 778 6448 P. 3 8 ?,x/Z lei e� , p-r It ®f/ cr .b;bf I�1Q✓iG$J`.S . U LD q,I� 2•k4 candler q t( OA9 1-0 foe r tic) Iy NNis �l The Commonwealth of Rtassachusetts %rid `�` �.__°=j;::• Department of Industrial Accidents ` - Office of/nyestlgatlons 600 N'ashitr-totrStreet Boston, A1uss. (12111 Workers' Compensation Insurance Affidavit L1p�lican/t information• '� _ Please PRINT /name: . �.e-.0t'i-+" /locition• j.`t e cite r— L�E� � sS v'✓l�"lt'S , dLtc�s- phony#S`2� ?�S �-- I am a homeowner performing all work myself. 1 am a sole proprietor and have no one working to any capacity I am an employer providing workers' compensation for my employees working on this job. cointiany name: -- address: city: Phone#: insurance co policy# I am a sole proprietor, general contractor,or homeowner(circle are)and have hired the contractors listed below who have the following workers' compensation polices: company timne• address: city: phone# insurnnee co Polio'# _ ,' ..'_ [::::•:!:.....s4„!^._�.._...y. ._.,,.�Y.ti_..�.._ _ _fir - .�4 Ili_r'.i-:..i:YrY.''- .Lr�'.,.L compim• n•itne- - address: city phone Oh insur•tnce co Police# Attach additional sheet if necessary�.� F Failure to secure cm•en-a-m as required under Section 25A of 111GL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or unc dears'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. 1 understand that a cope of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 t herehr certifp rricr the pains erraitic ojperj urr that the information provided above is true and correct. / xieznatur• Date Print name Phone# 2 official use only do not write in this area to be completed by city or town official ! city or town: permit/license# I"Building Department C]Liccnsing Board [. check if immediate response is required [3Sclectmen's Office [311calth Department contact person: phone#; rtOthcr (revised 3?ii VJA) - Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an e►nploree is defined as every person in the service of another under any contract of hire, express or implied. oral or written. An en►p/orer is defined as an individual, partnership, association, corporation or other legal entity, or anv two or more of the foregoim, engaged in a joint enterprise, and including the lei-al representatives of a deceased emplover, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling liousc having not more than three apartments and who resides therein, or the occupant of the dwellim, house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the urounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing; agency shall withhold the issuance or reneNval of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. 77 Applicants Please fill in the workers compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation police, please call the Department at the number listed below. r City or,rowns Please be sure that the affidavit is complete and printed legibly. The Department leas provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations leas to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you leave any questions, please do not liesitate to give us a call. r•-sv v- . .....w. :-a..!. ...,...+�•.tx.s-w+•.w,s_:.s..v.rawrr+.^.•.�++—tom. .s++w .:�• .c.w.• s*es.n^r_ "•r.•v�•ow _ The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 �le TDom�non..uea�.d� a�,/�6aoauc«u�aeCZa . . OEPARTNENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Expires: §. Restricted Ta' �00 • `..._.. t:RMRENCE S MINE TO Box 742 CENTERVILLE, HA 02632 • ' ti Map 0 Parcel Permit#. 6 A' Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) e,i`t• +({ &Date Issued q 9 y� Board of Health(3rd floor)(8:15 -9:30%1:00-4:45)04V 4VA1 &r Fee Cho Engineering Dept. (3rd floor) House# � tNE T ' 013=1 ON3 V g ;. 1 � 00 + - - ►Fo +1. TOWN OF BARNSTABLE Building Permit Application ct et Address . Village / , . Owner Address '� ����/ Telephone 6�q � Z� 7 —��/ ; �•�,eiv, Permit Request First Floor 2 square feet Second Floor square feet Estimated Project Cost $ Zoning District ikf"� Flood Plain ,�/�� Water Protection AUK Lot Size Grandfathered ? Zoning Board of Appeals Authorization /�j�- Recorded Current Use /�� Proposed Use Construction Type I Commercial Residential Dwelling Type: Si gle Family wo Family /t/ Multi-Family X—Z� w Age of Existing Structure Basement Type: Finished Historic House A Unfinished Old King's Highway Number of Baths No. of Bedrooms Total Room Count(not including baths) First-Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `/�� ?!v BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) r FOR OFFICIAL USE ONLY P RMIT NO. f - DATE ISSUED - MAP/PARCEL NO. ADDRESS VILLAGE i OWNER f J c ► DATE OF INSPECTION: { '" FOUNDATION FRAME, INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROU GH FINAL GAS: Rl FINAL - FINAL BUILDING , DATE CLOSED O ' ASSOCIATION PL:%K'l . + t TRANSMISSION VERIFICATION REPORT TIME: 11/26/1996 16: 18 g NAME: BARNSTABLE BLDG DIV FAX 1-508-790-6230 TEL 1-508-790-6227 DATE,TIME 11126 16:16 FAX NO.INAME 97900176 DURATION 00:01:43 02 RESULT OK MODE STANDARD of TME tom_ . . ►�: The Town of Barnstable 9 NAM � Department of Health Safety and Environmental Services �9. �� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner FORWARD THE ATTACHED PAGES TO: PLEASE FORW ( ) TO: C���-1 ATTN: FAX NO: U FROM: DATE: PAGE(S): I (EXCLUDING COVER SHEET) �TMe The Town of Barnstable BAMSTABM 9ebMAS& ' Department of Health Safety and Environmental Services prFDMA'lA Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner November 26, 1996 Diane Cloutier c/o Flower n' Fern 40 North Street Hyannis,MA 02601 TO WHOM IT MAY CONCERN: Due to the recent fire and subsequent structural damage to the 2nd story deck, located at the rear of 40 North Street,Hyannis,the entire existing deck must be removed,rebuilt and brought up to code. Thank you. Sincerely, Richard G. Stevens Building Inspector RGS:Ib g961126b I � Town of Barnstable • BARN"ARLF- MASS f IIIA� 367 Main Sheet,Myannie,MA 02601 (5W)M-6227 Y Fax(508)790-6230 e . F F 1 • TOWN OF BARNSTABLE BUILDING DEPARTMENT - HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION t umber Street address Section of town "HOMEOWNER" Name Home phone Work phone PRESENT MAILING ADDRESS City/tawIr State Z ijD code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license., provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sY who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"- shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes .responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, 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 comp y 'th Zaid p o e ures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. Y t HOME OWNER'S EXEMPTION The code state that: "Any Home Owner 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 Home Owner engages a person (s) for hire to do such work, that such Home Owner shall act as supervisor. " l Many Home Owners who use this •exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for -licensing Construction Supervisors, Section 2. 15) . This lack of awarenes often results in serious problems, particularly. when . the Home Owner hires unlicensed persons. In this case our Board 'cannot proc"bed. Iagainst the inlicensed person as it would with licensed. •Supervisor. The Home '�Owner, actin as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities,. man communities require, as part of the permit application, that the Home Owner 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. N c "-' The Commonwealth of 41assuchus�etts Department of huhrstrinl Accidents 0ficeol/nyestigations 600 11 ashint►ton Street '�L\•w,.'. Boston,111uss. 02111 ` Workers' Compensation Insurance Affidavit _�.. .. .- i -` name locitio cityho •# 1 am a homI 2Z eowner rforming all work yself. � I am a sole proprie rand have no one working in any capacity , .r„ �-use•-�cm. y'�R�'+^4!77.W�, ,, ""`"..*A's•e-.a...r..+q.y..+a, e��y.,�..-°'r`c:s.::.�-�+t+{r—�-•` _,�.".,�,r � 1 am an employer providing workers' compensation for my employees working on this job. rr.. comnanzname: address j. city: phone#• insurance co, police# r „. •!ar.+•' 1`y.,r..e•, ., ..:•nu... -. w�a^+r.r:.wwrxs• r-y ,sM•....o+ RTT'„ti'^p�T'^'. I am a sole proprietor, general contractor, r h meowner' •rcle one)and have hired the contractor listed below who have the followin workers' co ensation polices: comI2am•nam - address. city phone#• 'Bo insurance c . L5 licy# �- 5- e- k•Y.Ft'. w.ti.. "+a.."�;Y'}.":�t'4.'.'."`x ..,y ,•.� P.•!'1^: ..,:?�v'P7`i•:►':+ :�•jr•.::.:C?.:',-w. aC- x ,??'_"':'�`.a•°Z'_y,�ICY..-,....�•, company name: address- phone#• insurance co. ' policy# Atiach additio_nal'sheet if neeeSSA � r t"�3F t ss -r rie� � *' -ri w° '�► i�•+ '» .k.r: :6 —nee;?.e, .�.�€L .a l _s ter.ra._Asia: Failure to secure coverage as required under Section 25A of AiGL 152 can lead to the imposition of criminal penalties of a tine up to$1,500.00 and/or one years*imprisonment as well as civil penalties in the form,of a STOP NVORK ORDER and a fine of S100,00 a day against me. 1 understand that a copy of this statcmcn may be forwarded to OMc of lmesti ations of the DIA for coverage verification. 1 do hereht c if i title tUe pains at pet ie a perjure,that the information provided above is true and correct Signature Date Print name Phone# ?�ofticial use only= do not write in this area to be completed by city or town official city or town: permit/license.# ntluildin; Department check if imm Licensing Board 0 ediate response is required 0Sclectmen•s Office t. Dlicalth Department w' contact person: • phone#; nUthcr revised 14,95 P1A)' To Oate T% Time % U WHILE YOU WERE OUT MjYz=e&,= tp� of Phone Area Code Number Extension TELEPHONED PLEASE CALL CALLED TO SEE YOU WILLCALLAGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message �¢ Operator clobAMPAD 23-021-200 SETS EFFICIENCY® 23-421-400SETS CARBONLESS To 2D Date Y Y Time M! I E V®U �&�E ®UT M . of Phone —7 / 31 Area Code Number Extension TELEPHONED PLEASE CALL ' CALLED TO SEE YOU WILL CALLAGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message Operat �''yam AMPAD 23-021-200 SETS f� EFFICIENCYe 23-421-400SETS 6AR13ONLESS r � 1'_.`• t � �; The Town of Barnstable MAM• L►Rxer,�, • � Department of Health, Safety and Environmental Services " Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner k i August 24, 1995 Diane Cloutier Flower N'Fern 40 North Street Hyannis, MA 02601 Re: site Plan Review No. 72-95 Flower N'Fern 40 North street, Hyannis Proposal: Construct 2,352 sq. ft. addition, .free standing sign. Dear Applicant: In reviewing the above referenced site plan, the attached comments and requirements have. been submitted by the site Plan Review staff. These comments should be addressed as soon as possible and please be advised that more comments, may be forthcoming. Any additional or revised.material should bedsubmitted as soon as possible to allow adequate time for staff review. , - Respectfully, Carol Ann Ritchie site Plan Review Coordinator enclosures (1), s010916 vi /Lj Town of Barnstable : b� Planning Department Site Plan Review Comments doc 72-95a.doc August 21, 1995 72-95a Flower N' Fern - resubmittal This department is happy with the change of walkway on the site plan resubmittal. The following comments are reiterated and still pertinent. • A landscaping plan should be considered for these areas and should include evergreens,trees and flowering shrubs. Some low level lighting(3 to 4 foot bollard type)should be considered for the rear and side area of the lot for additional night-time security. • In the commercial areas of the Town,the standard roadway curbing is granite. The location and type of curbing should be identified on the plan. • Zoning: The plan does not meet all of the requirements for Apartments within the B District. Specifically Section 3-2.1(J) b) Maximum Lot coverage(by structure)20% d) Minimum front yard setback 50 feet e) Minimum rear yard setback of not less than height of structure. Given this, an expansion of a non-conformity in structure(the present apartment/commercial, structure does not conform to the requirements) and that the extent of the non-conformity is not increasing(that is the proposed new apartment/commercial structure does not increase the degree of non-conformity in setbacks)could this project be considered as-of-right in accordance with the Zoning Ordinance Section 4-4 Non-conformities? , • Please provide sign information. Town of Barnstable FOR OFMCE USE ONLY Date Received. Application for Site Plan Review Action Due Br. Location Legal Description: Z)66-b Ba45A,_ 2-1& X>A44C 34/ &64, 273/ 7�4�e 375, Planning Board Subdivision Number: Assessor's Map and Parcel Number: _//rp m 9 C.�7'S / 9G /9 7 Property Address: q0 1yo,e-7W 77e-E7-, Owner of Property Applicant Name: e 44&7)4-,24 Name: Address: a,t'FE,P,u Address: yu 4_)�c P77/ S74 Phone: S00 '7'7/ 1376 Phone: En*incer Agent Name E,tl4 L(" 5 Ui'✓. &.uG. /AyC Name Address: Lit uE Address: Phone: Phone: Storaze Tanks Utilities Zoning Classification Existing Proposed Sewer District: -8 108 Number: G Number: O Public X Flood Hazard: Size: Size: Private Groundwater Overlay: A Above Ground: Above Ground: Fire District N`?A. Lot Area: /8S9(ot Sq.FL Underground: Underground: Water Number of Buildinrrs Contents: Contents: Public: X Existing: / Private: Proposed: / Parking Spaces Curb Cuts Fire Protection: Demolition: Required: 213 Existing: z' Electrical Total Floor Area Provided: Z S Proposed: / Aerial: X Residential: 3/,3& S.G, Oil-Site Z S To Close: Underground: Office: Olr Site: — Totals: 3 Gas Medical Office: Natural: _ Commercial: z/3 S, P P ify 3 SSS S• wOsr�E In Historical District: YesoNo Propane: (S ec' Use) Wholesale: In Area-of Critical Environmental Concern �`�®P BAR EVI'�_'Ional: SITE PLAN REVI.;� (E.O.E.A) Ye No J U L 2 6 ur Project within 100 of Wetland Resource Area: Yew 4 s To be reviewed by the Building Commissioner Zoning District: U L� Old I{ing's Highway Regional Historic District: ,t>o Listed in National and/or State Register of Historic Places: w Perimeter setbacks: Front: Z� Side: o Rear: o Lot Coverage: 2$ Type of Use (Zoning): Cc Ne e-c-e-i A i- / H 1�1 DTI F,t,,,j I L Y Flood Plain Zone: C Elevation: — Number of Floors: 2- Floor Area: First: y S '7 7 S, . Second: y Z y 9 5. F. Other (Specify): Parking Requirements: Required: 2 3 Provided: 2 S Handicapped Spaces: Z Are there Assessory Buildings? tJO Accessory Building Floor Area: Please provide a brief narrative description of your d project. ?c ,+r Vo AVw e-r / - STP-en&7- w.,7N 45S6 P/4-4 Tt/-E /f'Dt�T�c.y ?a /NC �.uDE• ,��774-i L, , .wow/c A�� '7� E S� C'o►-� F cao,z. _ `YW OIIo c S\C c" lb c o cjk f I assert that Ihave completed(or caused to be completed)this page, the Site Plan Review Applicadon and di eckhst at the back of the application and that to the best ofmy knowledpe, the ' ormadon submiqed her is true. Signature Date r - - EAGLE SURVEYING & ENGINEERING, INC. JOB 9S'7 07 10 Seaboard Lane SHEET No. of HYANNIS, MASSACHUSMS 02601 (508) 778-4422 CALCULATED BY DATE (508) 432-5333 CHECKED BY DATE SCALE _ _. : .... .... ................... _ ..... . . .. z c- -, ��-©� r� c Coo. v c , .... _ (090� !oo S" .. Q .......G I A 0 9 x S x �.�3s _ `�3 c. -c .. ._. US� �J .."�""..... w y................ ,-TtL c t-+ c I ;a�'--A G�" .... ... ... . pp 5.7 � . c ?� i,� r'-�c-l" .....................r . y 8 X.U .... ..................... . ... .._ ....... .........._ ..... z _.. — � ... SPR Notes 09/21/95 • Not playground area"display only". • Slide remains at all times. Swings detached nightly. • Display for business operated in another area. • If required will install porta-potty. Applicant has written permission from hardware store allowing use of restroom facility. • T. Gray presented complete site plan of property. • 325 existing parking spaces, 288 needed for existing business, 37 parking spaces open. • This proposal will require 37 parking spaces; all 325 parking spaces encumbered. • Presented site plan must be revised to show Rainbow play using 37 parking spaces. • Applicant will submit revised site plan by 9/28. • The 5 displays will be on grassy area adjacent to parking lot. • Nine sq. ft. sign mounted on one unit at site, no signs on roadway. • Approved with conditions: • Must submit updated site plan showing Rainbow Play Systems Inc. occupying thirty-seven (37) parking spaces. This revised plan must be delivered to the Building division by September 28, 1995. • Nine sq. ft. sign displayed only on site. 91`42-95--Flower N'Fern, 40 North Street, Hyannis, 309/196 & 197. • D. Cloutier& S. Haas appeared. • Applicant seeks to expand workrooms on first floor level. • Approved for review by ZBA with conditions: • Engineering requires twenty-four (24) foot entrance & granite curb must be extended around corner to first parking space on Washington Street. Town sewer,line will be relocated during construction. 2 C The Town of Barnstable BARNSTABIX MAM � Department of Health, Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner TO: Gail Nightingale, Chairman, Zoning Board Of Appeals FROM: Ralph M. Crossen, Building Commissioner SUBJECT: Site Plan Review File SP-72-95 Flower N'Fern 40 North Street, Hyannis. DATE: September 26, 1995 The above referenced site plan has been reviewed and is deemed approved for purposes of referral to the Zoning Board Of Appeals. Attached please find: 1. a copy of the Certificate Of Review, 2 . a copy of the letter of approval. S010192A The Town of Barnstable • MRMA" • NAB& Department of Health, Safety and Environmental Services 059. ram° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 26, 1995 Diane Cloutier c/o Flower N'Fern 40 North Street Hyannis, MA 02601 I Re: Site Plan Review Number 72-95 Flower N'Fern 40 North Street, Hyannis Dear Ms. Cloutier: The above referenced site plan is approved. Please be informed that you must comply with any requirements the Zoning Board of Appeals may impose, any conditions listed on the Certificate of Review and that a building permit is necessary rior to any construction. Upon completion of all work, he letter of certification required by Section 4-7 .8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Should you have any questions, please feel free to call. Respectfully, /ZRa1I!p:5h ss Building Commissioner RMC/car cc: S. Haas enc. soio9►Z ti dp Zl1E . . : The Town of Barnstable Department of Health, Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen- Fax: 508-790-6230 Building Commissioner SITE PLAN REVIEW CERTIFICATE OF REVIEW I certify that Stephen Haas for Flower N'Fern has submitted a site plan SP-72-95 pursuant to Barnstable Zoning Ordinance, Section 4-7, and that such site plan has been reviewed and deemed approved for review by ZBA with conditions: • Engineering requires twenty-four (24) foot entrance & granite curb must be extended around corner to first parking space on Washington Street. • Town sewer line will be relocated during construction. .01 Building Commissioner September 21, 1995 date of action S010191K _J �� � i .� �,, �� / \,� .�b '�, i �� , , � ;. Assessors map and lot-number ... .... ..Q-J.....1 �. Ab �.. 77 KS Y Sewage Per it number ........................... ........ aAf�lil: fm�° '(;ODF- ANC TOWN _ j r_ o N�RE/pq�IU 8811//vvyy''ww'VVAA y �F7NET� � - — ••��:•�'i ®WllT ®F �BARNSTABL'�' E Z IARXSTA,DLE, r' I 9 039, RUI-L I,NG . INSPECTOR 40 i63q. �'D yPY a' = •- ' APPLICATION FOR PERMIT TO .:... ... ...i :[. .................. TYPE OF CONSTRUCTION" ........ea lLT��a7�tJ�j...... .................. ......... ............ ...... .........19,.�7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....4.........1.!'. ..... 1............. ... .......... Proposed Use Zoning District ....... Fire District *1V ...�s Name of Owner ll.�O�/V ... LOtI�/ !e:........................Address ...`�.�......l.".,�g`� `S .......... Name of Builder Llc-1- �!.:.. � .....Address �"�`' jCo I�IJ�Q( off. /6"2�� ..........I ................. . .... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..............0..............................................Foundation ......... � Exierior ......((F uC.1< ...Roofing ....i � �� ....................... (flu ..... ....................................... Floors ......7�L� .Interior �L ....................................................................... �G........................................ Heating �lj°.�...v,./...... �.. �L ............:.....................Plumbing ..1. ......... ....... ................................... CPO Fireplace Ala.......................................:.: U..............................Approximate Cost .... ........../............. .. Definitive Plan Approved by Planning Board ________________________________19________. Area . ................................ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH o o < t conform to all the Rules and Regulations of the Town of Barnstablere 9 the above afdin ' I hereby agree g 9 construction. Name A., ....1...!.. ... .U.. ... Cloutier, Diana . . . . . 18935 remodel to ' ` No --_--.. Permk fo�--------..`--.. ' ' . / Office - —�------,'---.--------.--.--.. � . ^ 40 -0mrtb .8treet . Location_ --.,---.,----.—^--.------ ` . . ' ���Hyanni� .-------���� ~---.--------- . . . ' . . . ' OwnerCl�utimr ^ _--_ ������______..�_______ ' . . . . Type of Construction ---/�mUW masonry ' . ' ! ���____,,___,�___.____________. -Plot ............................ ' Lot ................................ ' ` `-Permit G,onus] �� ]g 77 ~ —''^°�~"°^° r—'`' _-Date of |n ----�lV , . , ' ' �\ 7/ t_[utu , ''�)r'f+—'+--' --''�l9 ~ � . PE��N� ������� ` -----'—''�—.-----..�--. --.. 19 . , . ^ � ..........................----------------- ' ' . . . .._--..—.----..-------------. ` . . —.—..--------.--.`.—...--..----~^,. . -------.�--.--.----...--.—.---.� . . . Approved ................................................ lA . �. — —.------------.—..—,—...—.--- ' , .............................................................. ^ ' ^ . . ' . . . . ' . - _,.,�,,.y g �tJ , ..._�. ,. ..+:. a,:. .sr�}..r;_n,�,w,srw;a4;F,'�ais It y+.t ,� s+'r..✓� .r Assessor's map and lot number .../C 77.'.......�'vJ;rll Sewage Permit number ................................:......................... y�F7NET��y TOWN OF BARNSTABLE t EAWSTADLE, i MASS.M BUILDING INSPECTOR ar a• APPLICATION FOR PERMIT TO ..................................................................... TYPE OF CONSTRUCTION ............ : ...... .........19= TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies forrLa permi t according to the following information: Location `�© /1/U� /l �/ �t/All,S.......................................................................................................... ......................................................................... o Proposed Use a .. 77.'! �i(f�r� Zoning District .................................... ....R...... .................Fire District / Cf.............. .......-............................ Z1i Name of Owner � � �Ld4'7 ..........Address .................................................. . � S 7.... .� Name of Builder �� r+-���Z1d- L.L�' "�` ..................,.......�............_................°�........Address ....................................vu......................./la............ Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ........................Foundation -49— ��� .......................................... ................................................................................ Exterior ......!.. ................... ..r31.o G. C.........................Roofing ,......................................................... _ / r Floors ...... ..................................................................Interior ... ....... OG/ .................................... Heating t� !/V �`/.... l L"..................................Plumbing .1:. ............................................................... ................r...... Fireplace � d Cost ...... Approximate .......6 .jo .... .......b..., _ r ................. Definitive Plan Approved by Planning Board --------------------------------19________. Area .......................................... 4� Diagram of Lot and Building with Dimensions Fee ...... ................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name X J „f t!�!�P4 �i ` „B%, �r Cloutier, Diana A=309-196 No 18935 permit for ....................................remodel to ... office ............................................................................... Location 40 North Street ................................................................ H ...................................yannis............................................ Owner Dian.a..Cloutier. ... . . . ............ ........ .. .. . .... . . .. ............ Type of Construction masonry ................................................................................ Plot ....................:... Lot ................................ Permit Granted :.......Fabruary..$..........19 77 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ...................................................... ..... 19 ................................................. ... n�............. .......................................... . ..................... ' � 1 Approved ................................................ 19 ............................................................................... ............................................................................... 440 N i � I � 3in'�(n i - • a• i t � C6A N I G.N P LIB L- IT,0;n `t 1, 41 i (COMA U N\VfFAL,T 1-1 (, ( tr O- ..DUQLEKV. -;vkDae: 'm '38 NQ?—T I-� 5T'eo : .)4YA JN(S,/NA55 D .c• s I F1=13IzLIARy 1977 jo 9- 96 Assessor's map and lot number ........................................ •, f (i y" .T._. .,. Sewage`,Permit number ... e t� l?' i ... .... A rz 24 LEI°�wi�� r i G �" a, • Z' BA"STADLE, • House Rumber .......... MA66 T. ` ...................................... ! A 1639. 00. a am A-i `TOWN OF BARNSTABLE Lf :.a BUILDING INSPECTOR s< ; 1z2Q2c APPLICATION' FOR PERMIT TO ................ .. ... ... ........ ......................................... .... TYPE OF CONSTRUCTION .... . ............ ......................... ... .. . ....�..•�:.(...... ..�...... .. r� ] , �. ......19.7 ',`"""'° `"TO-THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for d permit according to the following information: Location ..�.�f...Va2,1.�[4.... ...... .4�17U 14)........ �`a.�............................................................. ProposedUse .Z)w.. ...... . ... ................................................ ..................................I......................... Zoning District ..:............................................................Fire District ..... . ... ................................................. ...... .... .' it Name of Owner ......Address ..(-5..C`/!..t:��1........ /......lit,/.:. ..l.fnf Name of Builder ........i. ��t1. /U �� /�G// l Address ..... ..... ........................ ` .................................... Name of Architect .. ... .,lG ..... ...................Address .. ......: • 1 n / Number of Rooms .. .......a.�...�4�......................Foundation ....9-.ka` [.. ........................:......................... Exierior ..............................................Roofing .... ��.. ... �. .G. ............................ Floors � �' ........................Interior ...>� L.....��� ....K _ .. "'Heating . ........................................y....... ......................Plumbing /f 1'17T........................................ Fireplace ..: ' .......................Approximate Cost ......... 7Q® :..0 ........................ Definitive Plan Approved by Planning Board -----------____---------------19________. Area t ................ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH l -i3.7-710 . C ..I hereby agree to conform to all the Rules and Regulations of the Town of Barnstak ding the above construction. Nam -G��!'2 . - . ................ ^ ' ' y f ` ^ � \ ' � ( | / . . � ( , � ^ . � » ' ` . ^ ^ . . ` ` - � ` , Cloutier, Diane 21974 Addition To Commercial Building Hyannis Diane dloutier T* Masonry PERMIT REFUSED ' ....................................................... . � ---------------. ............... �7 ' ------------.—..—.---------. � ^ � ~- ' `--..`------------------.----. . . ' . - . � ' Approved ---------------../ lg ' ' ---------------''^—'-----'—~—' � ................ . ` . � ' , 96 Assessor's map and lot number t /Sewage-Permit number ( '�* 1+�' ✓..I./._�' :.. Z 33ARB TABLE. HOUsenumber ......................................................................... yO MA66 p 1639- e00 ry :TOWN OF BARNSTABLE 3V4BUILDING INSPECTOR •~ `r! ,, -,� �. �`-�l%(�ll F'�` ��/, / -•-v'l_'/cam �`.r '��it�. i,�� ,-,!'' �4- • ,� � '�•,. APPLICATIONFOR PERMIT TO ...:.... ........,................:............................................... 1................................... TYPE OF CONSTRUCTION ;/Z; �4; ,lY� ` :+r...................... .. ?r! ! .:L.. .{.r� r�f .................19........ r TO THE INSPECTOR OF -BUILDINGS: J The undersigned hereby appllies for a permit according to the following information: Location ..1 ....... /f /ii7,�. 2 �..... !. ..' `'.................... ProposedUse .................................i ( ,1.. 7: .... ......... .................................. ........................................................... ZoningDistrict ...,_.......•................................/..........................Fire District .........:.............:.,...,................................................ Name of Owner +� .%/ib�/lf%.... '/ `l.' �. .. :......Address ....� t.:..: ........................... ................................. r Name of Builder ..........� ,� �. ~ Q,.(( ��`' ......Address ���T................................. ......... .................................... . Name of Architect ........! �� f `> ��� ... , ....... .. ....... ._ ..................Address ... . ..,1. , ... .. ............................................!:... f y/ 3 Number of Rooms ..*..., ..:::.::..............I..f ,/......................Foundation ..... .:.:.. :(..1. :..................................................... Exierior ....................................................................................Roofin /✓sr Floors ....!...:`.::.%;f, �. ....... f=.r-'r...........................Interior ... f �!,�l r`i,�L..............................................` / Heating ........ .............................Plumbing %J. �`J..:. '............� .%. ........................................... Fireplace .... !.Cr.! .... .../s'......::............. ........................Approximate Cost ................................................................... Definitive Plan Approved by Planning Board -------------------_-----------19--------. Area Ll..................................... Diagram of Lot and Building with Dimensions Fee f........7 '), .�r� .................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH r rr _ f ` I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................. ................. .j �� ` I� A 309-196 Cloutier, Diane ,��� 21974 Addition To No .............4.. Permit for .................................... Cemcmnereial Building 40 North Street Location ............................. � ............................. .,Hyannis I /IGc > ......................V....................................................... ?Diane Cloutier Owner ......... ....................................................... Masonry Type of Construction ..........F.............................. s ...................... . .................... .............................. !�� / �2 �'-a^7 Plot ............. Lot ,. ............................. Febru 6 80 (v Permit Granted ............. ......�+�.....�. 19 Date of Inspeoction ....................................19 Date Completed �b�Lf x �PERMIT REFUS : ........................... 19........... � //� / ST ...........i .. .... 1............ �3 ...................... rJ � � ........................... ...................... ................... ► f,��,� o� ............................................................................... Approved ................................................ 19 .................... ......................................................... j �Assesso's office(1st Floor): Assessor's map and lot number © �> ` -1-1fl THE ` ®) ewage Permit number T ': r r Engineering Department(3rd floor): �fJ i t: rrua House number "� 19 oo�o y�9 s��� Definitive Plan;Approved by Planning Board U APPLICATIONS PROCESSED 8:30-9:30 A.M.tand 1:00-2:00 P.M.only . TO,WN OF BNRNSTABLE j d BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION I ez:: /� 19 f i TO THE INSPECTOR OF BUILDINGS: The undersigned ereby appliqs for a permit according to the follow'ng.information. . Location Proposed Use l Zoning District '+39d Fire District Name of Owner Address Name of Builde Addres A�/ lrl�� Name of Architect�//�/ /(/(�t/ Address / Number of Rooms / Foundation �N J Exterior fing �Aj _ Floors Interior Heating 0�4Plumbing Fireplace /loll//1�' Approximate Cost Are Diagram of Lot and Building with Dimensions Fee /O 4 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License 1 CLOUTIER, DIANE �No 3 4 6 4 8 Permit For ALTERATIONS TO COMMERCIAL BLDG :Flower Shop Showroom 'Location 40 North Street el Hyannis i; Owner Diane Cloutier Type of Con§t ur ctiori Frame Plot I/�� ' LotPu T Permit Granted October 18 19 91 " t , ' r' � _ Date ofJnspection '�19 ` Date=Gompleted +k ' ' t { •� ' ` ,.� .• t 'i tom` 4' _ ' = r F w .,.k�.�rY��.Tt�n''1(`1�Cw1'¢�i`•7'�:;�ti,TwA�*v,''rh,•�•,,,��,r,�i��ri'r..7�n�st�`;� KC'r'+aC�. {r`"cn�-.*'+r�•••'u',-+','w�rr���'�ri+`�w,3�'h�i��.r+',—e�;wi+�r� 3+hy4(x,11•�,E�"�'`t„"rb"'r`""`'^ .i Assessor's office(1st Floor): Assessor's map and'lot number 11D�BoXxhaf ieaW(3rd floor): sewage Permit number Z DAHl9T1'111LL i Engineering Department(3rd floor): r,,, «>•• House number. °o 039:. Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-9:00 P.M.only W TOWN OF ," BARNSTABLE � BUILDING INSPECTOR t APPLICATION FOR PERMIT TO �(/� rem 1,"1,4rl, TYPE OF CONSTRUCTION Q tz 19 / J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby�s for a permit according to the foliow'ng information: Location O Proposed Use - t f r Zoning District k Fire District sName of Owner WAddress ` Name of Builder Address Name of Architect �(/GC/ Address Number of Rooms / Foundation Exterior o fing �� . Floors Interior Heating_� �_� Plumbing Fireplace //�� C� Approximate Cost zff��do . � Area �' • ��� Diagram of Lot and Building with Dimensions Fee Ila <? OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License i 1 CLOUTIER, DIANE .. A=309-196 ' No 34648 permit For Alterations i=o Commercial Bldg. Flower Shop Showroom Location__40 North Street Hyannis Owner Diane Cloutier Type of Construction Frame Plot Lot Permit Granted October 18 , 19 91 Date of Inspection 19 Date Completed 19 PERMIT COMPLETED a a � f I ;\ ALL 7 71 - Ej 1 I t � _--- I � _- .-! _-_..-�__-__-.._-_.- _.._.._--_-_.._..._.•....-_..._.__..-__.-.. mow.' �, )f I ,>_..._......_R-- _ '"___....—. �' ..-e++.' ti. _ - � � .�}:.f �� n .< ..-. It 1 ••� i ' i,! i f. ❑� _II d �`___•' - �! r�. ![t I.�. ���1 �: I i 'I- l!. •; I � ,t. •r. IS'i ;ii, I I, � ,���; �� i �j?z,1 i��, �+ � ��:� �y, �3.`! .,,�� j3 . .-_.�.__.•m.,..•-.,..v.._..�......._.._.._�_.-_.:...__.__�...-� �c�.s��i�>wF�....�,..•:.c.,.a'.w+m-.e....�«.3'- a�.Y.cw.�-....n.ms+..• _...-..........�«.+.+--o-�-..,...-..w......r-.._... s rr FLORISTS9 Jleau .ail V'enllw? INSURANCE � August 30, 1991 Ms. Diane Cloutier Flower 'N Fern Inc. 40 North St Hyannis, MA 02601 Dear Diane: Re: Claim No. P9181695-JC Date of Loss: 8-19-91 Type of Loss: Wind I do appreciate the opportunity of meeting and discussing with you the unfortunate damage to the property. We regret the damage occurred and again assure you we will give the claim proper consideration. We have asked Bill Orlando to submit detailed estimates for repair of the damaged greenhouse. When this is received, I will contact you. The following additional information should be provided so we may reimburse you for this portion of the claim: 1. Labor and material cost to replace the two damaged building skylights. 2. An inventory and replacement cost of the damaged plants and flowers in the cooler units at both locations . 3. The cost and inventory of the damaged personal property/ plants located in the building and greenhouse. 4. The labor incurred for any debris removal and temporary repairs for protection of the property. In the meantime, if you have any further questions , please contact us. Very truly yours , FLO ISTS' MUTUAL INSURANCE CO. 0 J . Couch Vice President - Claims JDC/amb - - - '500 Si. Lunis Slrccl •F'dwurdsv ills, Illinois 62025•PHONE 618-656-4240•PAX 618-656-7581 Cuslorncr service:TOLL FREE P110NE 800.851-7740•TAX 800-233-F.-MIC 1 FLORIST PLANTS 1 1 , TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 309 196 GEOBASE ID 22485 ADDRESS 40 NORTH STREET PHONE ` Hyannis ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 13640 DESCRIPTION FLOWER N' FERN (10 32eq.ft./l@ 12sq.ft) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $75.00 BOND $.00 , CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE iARN3TABLE, MASS. OWNER CLOUTIER, DIANE E Ep'39. �1 ADDRESS 40 NORTH ST B DI DIDI G ISI HYANNI S MA BYY� �� DATE ISSUED 03/06/1996 EXPIRATION DATE £ �� Y Y Awl r� +,r�arr �v irs �'- I_..- ,y,. �.. � � .f ( a;a �. __. _ �• �,t E _---- ----------. .� yc _ t i"or ..0000,,r `r- L� S .� '�.. by ,�L .�,� .�0.; ,,', � ,1 1 f6�� ,i �• � � _ � - r rill � .- = = R� ._� I �� � __, r r _ __ _ _� w Yy T cFlower n CVern -- FLORIST PLANTS �► 5111a, IL40- 0 9"IV77 tno The Town of Barnstable Department of Health, Safety and Environmental Services Building Division ��4 NAM 367 Main Street,Hyannis MA 02601 I o �je - Application for Sign Permit �� , Applicant: t-:�,04 F Ct- ,-7,Ez- Assessor's nX3 0 Doing Business As: ���)V Telephone -77 / g 4 Sign Location streettroad: �O lqa,2-7—� Sr�7' 6 ilaNN!S Zoning District B Old King's I1ighway District? yes no Property Owner Name: �f��►� c�7� Telephone I Address: �/D n�6 c Village y 144 . Sign Contractor Name: N� Telephone ��d GS�1 Address: /5— &I!3rc.L t�p� vllage �N is Description DiaLn= of lot showing Iocation of buildings and e�dsting signs with dimensions, location and size of the new si; is 'cc drawn on the reverse side of this application. Is the signto be electrified? yes no (Note: if yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the .Town of Barnstable Zoning Ordinances. Date Signature of Owner/Authoriz Agent se. °. Size (sq.ft.) Permit Fee / L Sign Permit was approved: disapproved: ..___ cionnh,rP nfRnildinQ OffiCIal +w II ' f �S IGI FUW OD nn - . cw' j�/ter wIT4 Act VJWC. F>Aftr 01.1 �dck. 7�De '� it T25 oe. Muv&lrso oN i r�t'rx�m umsf-r Sow. f MWIFD � - ^e :f •.-n PPS r J s FAINT D w(Tt+ ACIU/LI(,. Phit.1T *,N Bdck S'rp-c - i W I • :iiy:�. � r� ,, . .. x i i i1 I I I-A ". ..� tWai.�.3►z4.d' w'waor�� s�rJ zx►z SIOA4 Isw•ui NuAj acNWi k!o rAOPr- � �Iw�s rl�art S y FieA Dry. J 0 ► 3 i , i 2I(PN WA ;-v, 62Ac.� d-7�3Gf�Y 3,, L./.I- Cox zXi z VAN4 o G.ew. ►-.tr. 169LTS �r�St�hV G t9lza v�.s�� tiw.uI n1u&t hoaMI A (o rAoPr- - ��1^.�" y J c � S 3 11_�n Oa .D�a 5t(P%N Wad is 1. s � r x .� °�`_•�� ""'�,�,:�.���.:-�� � Rj %t� * r� w '�' D tea' • ; +':n�+ae.•y�:er�r:•x"hntRl.`""v-'.r�-. �- _S .I.. ..- ... o Ci LW As V3 ... ... ... _ ...`_:.«::tea->•a:,r..�.a%�w�a ..�:Tc•w,+_,., Y:e.±'b:4sGdz�.,-.w,imp.w�c'ic:.n�.. Y.-anSgn�:ew=rsr +�:r.:..�..sx. �:«.�.-dTa�:;:._.... � ' �! ; -� $ it-G�r15S G�NAMat-. �f1T� FtN/S� 3/ P/Wcg 5�lalu �A� /xt7 wll�1- Kr�z UAL aa02ccpvc � i • F .tyssy`'.ewe y. ^ng, •_ , i ( t 410 A- ti w �IIE�' -104 sa. :_:fra _ 'ti^'«ode;a'i..rrlvw�, ...a�=:iai�•2,...;, ?f.See.5%;, i:.: «irr«- :..:.�,.,.z�:;.:,'. .?-+"—m."' �� w �rKf��- `� Ul�i1 'L�d11" 51/ Co�vSSTIAM�I.. cvttiJx r-yN� 1� bM� P�-yc�om Sr&PA &9.a�b rain-+� I GUIDEINSTALLATION i 1 P TRUSS Commone Y i p GENERAL NOTES THIS POSTER IS A GUIDE FOR SIMPSON STRONG-TIE®STRUCTURAL CONNECTORS ONLY! . 1. See the current Wood Construction Connectors .4. Al specified fasteners must be installed catalog for hanger design information. according to the instructions in this installation i 2. Simpson Strong-Tie does not express and guide and current I'Vvra:+%vrrstrlrrtrprr Ccxrrre a�,rs s will not accept any responsibility for any catalog.Incorrect fastener quantity,size,type, manufactured wood component including, material or finish may cause connection failure. but not limited to,bearing blocks and 5. Install all fasteners before loading the connection. backing blocks. 6. The hanger must be sized for the wood truss ' 3. The structural component manufacturer is being used. the primary source of information concerning : 7. Multiple members must be fastened together ''(" � the use of their products. to act as a single unit to resist the applied load. � FAX.925/833;1�4 FASTENERS Use only the specified size type,and quantity of fasteners! eat5i 16d sinkers .148 x 3•� may be substituted for 10d common nails .148 x 3). ersa� Past ( ) y ( ) � ,cas2szx � No other substitutions are permitted unless approved and specified by the designer. J 16d common 16d sinker 10d common N16 0d common N10 N8 SDS�/4x3 nny�fTla (.162 x 31h) (.148 x 31/4) (.146 x 3) (.162 x 2lh) (.131 x 2 h) (.148 x 11h) (.131 x 1ih) S 2/54Zp5379 r , a .. �Qrthea ub allon �t ' O as 3 astern Caaada 3 31/ FASTENERS NOT INLCUDED WITH HANGER " '-999-5099 twww.stronglie.com 3'/= NO framing nail-gun nails e' p fr UNLESS equivalent Same uses diameter and length 2 as specified and s compaoytnc driven with a hole d `� locating tool. ' WG��-t''tBte63106 TLL-0379769 0909242-23044R RF INSTALL MA 10-23-09 INSTALIATION GUIDEI I TRUSS CONNECTORS Guam CO TOR F t . FASTENERS N , 1TH HANGER —� FASTENER HOLE SHAPES ' erg � Jam_. A A/FS'. .J' �^ / ,. �, ! •� ' � F , (aY f.� �`,y � •� .dam` �F� '.,9 0 Pilot Hole Round Holes Obround Holes Triangle Holes Diamond Holes All holes must be filled Used to provide easier nailing Provided on some products in add•Non Optional holes to except for the THA access in tight locations. to round holes for additional load. temporarily secure Pilot Holes adjustable height hanger. Fasteners may be installed at Round and triangle holes must be filled connectors to the member Tooling holes for manufacturing an angle.Holes must be filled. to achieve the maximum load value. during installation. purpose.No fasteners required. DOUBLE SHEAR PROPER INSTALLATION (SLANT) NAILING Truss shall bear completely on the connector seat,and the gap between f the truss end and the header(carrying member)shall not exceed 'e. Q sv CARRIEDIMEMBER Dome Double.' CARRYING MEMBER ` Shear Nailing �(2-PLY f Double Shear Nailing Top View (The nail Is installed ' 1 "u `sue Into the carried truss Tab Double ShearNailing `W MAX GAP BETWEEN and header) 9 END OF TRUSS AND GAP BETWEEN END (Do not bend tabs except where «� CARRYING MEMBER OF TRUSS AND CARRYING noted for straight nailing.) , MEMBER TOO LARGE L USING A STANDARD CONNECTOR'AND SLOPED TRUSS GIRDER TRUSS j GIRDER TRUSS GIRDERTRUSS _ NAIL PLATES RUN-THROUGH END VERTICALS RUN-THROUGH END VERTICAL -._rr BY OTHERS I MONO TRUSSES MONO TRUSS ` DOUBLE END r VERTICAL o �4 STANDARD NON-SLOPED SIMPSON HANGER- � o NAIL PLATE _ ' THGBH SHOWN N BY OTHERS AIL PLATES� � �����l�q�� �`�4 , BY OTHERS � MONO MfHM STANDARD �� �,., TRUSS CEILING SIMPSON 2` PLANE HANGER CEILING PLANE CEILING PLANE WORK POINT WORK POINT I. AS REQUIRED WORK POINT AS REQUIRED AS REQUIRED TILL-0379770 0909242-23044R RF INSTALL MA 10-23-09 r - INSTALLATION GUIDEI I TRUSS CONNECTORS I o FACE MOUNT HANGERS LUS/MUSMUS/HHUNGUS SERIES f ° jj i Ca�rled Motlel Fasteners(Quantify&Size) � mvow __y__� ° 16�Cs-L1'4.� �emberxN°> � Carrry►ingMember CainetlMemb®r 4 ma'�+c carp . LUS24 (4)-.1484 (2)-.1484 a osier���Faia,�'q LUS26 (4)-.1484 (4)-.1484i ��1rg LUS28 (6)-.1484 (4)-.1484 f LUS210 (8)-.1484 (4)-.1484 MUS26 (6)-.1484 (6)-.1484 oc 1-PLY MUS28 (8)-.1484 (8)-.1484 " ^' LOS28 ®A� `'� Typical LUS 1 HUS26 (14)-.16241/2 _ (6)-.16241/2 Installation 1 HUS28 (22)-.16241/2 (8)-.162x3/z HUS210 (30)-.16241/z (10)-.162x3Yz HGUS26 (20)-.162x3Yz (8)-.16241/2 HGUS28 36 162x3Yz 12 16241/z H:iI S26 2 "A(s1 } 162x3112 (6}�162X3412 �c erg �.b HHUS28 2 (22) i62x3�/x� ,�(8)�62x3/z�: • � �n` HHUS210�2 (30)�`i62x3�1z �(10) 162x3t1z 2 PLY�� �. HGUS262 (20) 162x3�fz ($) 1�62x3*l2 w HGUS28-2 �HGUS2892 06 R M (12) �HG11S2102 (46) 162x3z (r16) 62z3+1z F r r HGUS26-3 (20)-.16241/2 (8)-.16241/2 F " 3-PLY HGUS28-3 (36)-.162x31/z (12)-.162x3Y2 a MUS28 HGUS210-3 (46)-.162x3Y2 . . (16)-.16241/2 HHUS210 4 30) 162x3� (1Q) 162X3l� NNWHGU$26 �(20)£162x3�1z` &(8} 492x a. O �4=.PLY.. �IGU"S2$�4 (36) 162z3?�z 12} 162x3�1z� �� ��A , HGUS2104 ( 6) 2x3,, ? � (6 HUS210 (HHUS similar) �, HUS410 8) 162Z4 S).162x3Yz `sf f;:' Double Shear Nailing 4X HHUS410 (30)-.162x31/z (10)-.162x3l/z HUS410 Top View Min.Nailing-Fill Round Holes H 1*U SERIES Max.Nailing-Fill Round and Triangle Holes Minimum and maximum nailing options.See design information for correct installation option ° Carrying M ,> ember Carried Models fasteners(Duan Iri&Size y N ° Carried Member.. �, .,, ��; Carrying Member �„ Carr�etl Member. `, - s HTU26 (20)-.162x3b (Min:14)/(Max:20)-.148x1':: , 1-PLY HTU28 (26)-.162x3 h (Min:14)/(Max:26)-.148x1:�. a HTU210 (32) 162x3", (Min 14)/(Max 32) 148x1 r HT,U2fi 2gg(20) 6Dc3p� (Mm14)/(Max 20}148z3 HTU26 a TU210 2 (32) 1�2x3fZMin14)/(Max 32)148 Typical HTU26 Minimum 6 Nailing Installation TLL-0379771 0909242-23044R RF INSTALL MA 10-23-09 Snaps&�7lesmg- aF <,, . . ED — • n r i These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson for details. Fasteners SPF/HF Uplift Load pll abie0 ds r t1pIIN f~oad� Allowable Loads: wHhx Model wither r Sdx1 Code Ga TO Lateral , Lateral No Rafters( To To ; UPllft (i33i/t�60) 8dx Nair Uplift (133/180) Nails Ref Plates,: Studs (133 4116Q{ (133&4 ;. ss 1( tee'. B dFet . ._ 2 �..� », (133)< (460) .F�, F2 160) H1 18 6-8dx1Yz 4-8d — 490 585 485 165 455 400 400 415 140 370 2,40,82, H2 J 18' 5-8d _; 5 8d; 33533, ?e .>230 .230: — 230..s 121,140 `� H2.5 '`18' `5-8d 5-8d = ' �415 "41$ , 1V 0 15U , $65, ,3605, 130 130 ,36,5 2,6,40,82,121,140 H2.5A, 18, 5-8d 5=8d`- 600, 600� `IIO„ 1�ItT 4 520 'S35 110 110 `4867 40,122 H2.5T,, -18 5-8d &IIV 45 54 �35 ,„w14 r , Q-�5 _ _�5a5 ,;545' X135 :� 145_ « 425 ` 146 H3 18 4-8d 4-8d — 455 455 125 160 415 320 320 105 140 290 2,40,82,121,140 H4 20 4-8d 4-8d — 360 360 165 160 1 360 235 235 140 135 235 2,40,121,140 ED H5 18 4 8d 4-fid 4 5 , 405 „115 20{, ,., 55 265 :%2651 100:' ,170� ._%265 2,40,82,121,140 115A Deleted-see H5 ID 116 16 :. 8 8d r SSd 9. �,. , 785a., :820,' 5,41, ID H7Z 16 4-8d 2-8d 8-8d 930 985 400 — — 800 845 345 — - 121,140 H8 18 5-10dx11h 5-10dxllh — 620 745 75 — — 530 565 75 — — 125 H9KT Deleted-see HID 850`, 505.--�F450, — �° 9,121,140 FN''H10Sa� 18 ' '8-$dx1 z.. 8 8tlx1'rza.. 8 Sd' 13„ e70, <870 b 470 45,0 _r 475 170 .H10 218 810d 610tl- .� 60, 760 455 '395°� „ ,�� .,,,, 655• _655 390:. 340 sue:'' 6,121,140 H11Z 18 6-16dx2�k 6-16dx2Yz — 830 830 525. 760 — 715 715 450 655 — 170 11 12 8dx1'h 13-8d - 1350 1350 515 265 — 1050 1050 480 245 H14e 18 ❑2 12-8dx1 k 15-8d 1350 1350 515 265 — 1050 1050 480 245 — 125 1.Loads have been increased 33%and 60%for earthquake or wind loading 5. Hurricane Ties are shown installed on the outside of the wall for clarity.installation on the with no further increase allowed;reduce where other loads govern. inside of the wall is acceptable.For uplift Continuous Load Path,connections in the same area 2.Allowable loads are for one anchor.A minimum rafter thickness of (i.e.truss to plate connector and plate to stud connector)must be on same side of the wall. 21/Z must be used when framing anchors are installed on each side 6. Southern Pine allowable loads for H14:1465 lbs.(133/160),560 lbs.(F1 Lateral 133/160)and of the joist and on the same side of the plate(exception:H2.5A).. 285 lbs.(F2 Lateral 133/160). 3.Allowable DF/SP uplift load for stud to bottom plate Installation is 7. Refer to technical bulletin T-HTIEBEARING for selected hurricane ties allowable bearing 400 lbs.(H2.5);390 lbs.(H2.5A);360 lbs.(1-14)and 310 lbs.(1-18). enhancement loads(see page 199 for details). For SPF/HF values multiply these values by 0.86. 6. H10S can have the stud offset a maximum of 1•from rafter(center to center)for a 4.Allowable loads In the Ft direction are not intended to replace reduced uplift of 890 Ills.(DF/SP),and 765 lbs.(SPF). diaphragm boundary members or prevent cross grain bending of 9: HID$nails to plates are optional for uplift but required for lateral loads. the truss or rafter members.Additional shear transfer elements shall be 10.NAILS:16dx2r/2=0.16T dia.x 2l/z'long,10d=0.148'dia.xT Iong,10dxf 1h=0.148'dia.x 111'long, considered where there may be effects of cross grain bending or tension.-. 8d=0.131'dia.x 21/2"Iong,8dx1,h=0.131'dia.x 11/z'long.See page 1.6-17 for other nail sizes and information. Fi ® © H2.5 Installation H2.5A Installation H2.5T Installation a b Hi Installation H2 Installation (Nails into both top plates) (Nails into both top plates) (Nails into both top plates) 0 yLU ' z • o if ads F Use a minimum N ° of two Bd nails r F2_�i�• azg qd,- this side of truss dry a rs n a (total four 8d 4h / O H4 nails into w ® installation truss) . e %ru, H3 Installation- (H2.5 similar) �. o H.'r;vN N F, (Nails into upper top plate) (see footnote 3) r Q H2.5T Installation m Two 8d nails into plates. Eight 8d 3 nails into 1; studs H6 Stud ® H6 Stud to Band ® H7Z Installation 0 to Top Plate Joist Installation H4 Installation H5 Installation Installation 168` (Nails into upper top plate) (Nails into both top plates) TLL-0379772 0909242-23044R RF INSTALL MA 10-23-09 u , Naldew!!s dr enslonTfes e • UTIMMUTTensi3 i o I - i Tension ties offer a solution for resisting tension loads that is ° fastened with nails.The entire line of tension ties has been tested and 'tis Available evaluated to the requirements of AC155. i~ NEW!The HTT4 and HTT5 are the latest generation of tension 11/s ►I W I• Early e ties.They feature an optimized nailing pattern which results in . ° o better performance with less deflection.Designed to meet new y code standards,the HTT4 and HTT5 offer higher loads than their °o predecessors the HTT16 and HTT22.For an added benefit,the i 6^ , HTT5 installs with 6 fewer nails than the HTT22. s o tiAMad The LTT19 Light Tension Tie is designed for 2x joists or purlins - c and the LTT20B is for nail-or bolt-on applications.The 3'nail spacing 1 ° L c makes the LTT20B suitable for wood 1-joists with 10dx1'lz.The LTTI31 3° is designed for wood chord open web truss attachments to concrete or �,° masonry walls and may also be installed vertically on a minimum 1�' , m ly" ZZ 2x6 stud. � MATERIAL:See table Load FINISH:Galvanized.May be ordered HDG;contact Simpson Strong-Tie. o° transfer plate INSTALLATION: •Use all specified fasteners.See General Notes. I washer •For use in vertical and horizontal applications. I not •To tie multiple 2x members together,the designer must determine required s ' the fasteners required to join members to act as one unit without �— splitting the wood.See page 20 for SDS values. •Refer to technical bulletin T-ANCHORSPEC for post-installed --�23r<".. LTT208 HTT5 HT122 anchorage solutions(seepage 191 for details). LTTI31 (LTT19 similar) (HTT4 similar) (HTT16 similar) CODES:See page 12 for Code Reference Key Chart. U.S.Patent 5,467,570 U.S.Patent 5,467,570 These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. Model Mater_lai(Gaj ;1 Dimensions; feat l€„€ Fasteners,- [�E` AIIOwahI�TeEnsionloatls(160) Deflection € Cotle E Thick at Hi Best No Stra „Plate W ., &L h DF/S� g Ref p� � „ ,�geas� Anchor Bolts; Fasteners E SPF/HF Allowable Load EE LTT194 16 3 1_ 3 1/4 19/6 8-10dxi1/z 1310 1125 0,180 13/8 5/6 1h,%or 3/4 8-10d 1340 1150 0.157 0 � EfN1O 10dx1n�, 5 1165R 0195 IP2, - LTT2064. 2[ 193/4 1lz= msf,6 r'/z 5/6 Ora/4l 1010d r�€ � d 1290 f}185 E . . ... # 2' ,BOIL`, 2" E€€1400: .01t)3 F4 =al ,.. ` LTT1315 18 3 " 33/4 31 1 13/a '/4 5/e 18-10dx11/2 1350 1160 0,193 MTT.288 Deleted TT5 6rHTT221I« €€((€€ € .,'� HTT4 11 — 2;, 123a 138 7/..618-1001!n 3610 3105 0,086 18-16dx21h... 4235 3640 0.123 26-10dx1'/� 4350 3740 0,120 IP2, F4 0 4 HTT5 11 — 2!,',. 16 134; 1/'6 /a 2610d 4670 4275 0.116 26-16dx2l/, 50907 4375 0,135 _ 1.The Designer must specify anchor bolt type,length and embedment. z See SB Anchor Bolts(page 27).Refer to technical bulletin per............................................................_...._................. > T-ANCHORSPEC for retrofit anchor solutions(see page 191 for details). For tension ties, ASTM test standards, a 2.Allowable loads have been increased for wind or earthquake load durations 2 anchor bolt but should be finger—tight—plus o with no further increase allowed;reduce where other load durations govern. ,la t0,/v turn with a hand wrench,with 3.Allowable loads are based on a minimum lumber thickness of K, w 4.If a'/i or 5/8'anchor bolt is used for the LTT19 or LTT20B,add a standard consideration given to possible future Z cut washer to the seat.No additional washer is required for a 3/4'anchor bolt. wood shrinkage.Care should be taken • See table for appropriate anchor bolt sizes to not over-torque the nut.Impact •: 5.If the bass of the LTTI31 is installed flush with a concrete or masonry wall, wrenches should not be used. then the allowable load Is 2285 lbs. a ........ . ......................................... ... ......... . 6.Tension values are valid for holdowns flush or raised off of sill plate. � � 7.Allowable tension load with a bearing plate washer BP%-2(sold separately), Alin. is 5395 lbs.for HTT5 and 4265 Ibs,for HTT22. 8.Deflection at Highest Allowable Tension Load includes fastener slip,holdown elongation, ,X Preservative- O treated and anchor bolt elongation(L=6').Additional 4 barrier may elongation of anchor bolts shall be accounted - kcv for by the Designer when holdowns are raised '% �' - be required higher than 6'. 9.Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strandstveneers.Values In the tables reflect installation into the,wide face.See technical bulletin T SCLCOLUMN for values on the narrow face(edge) , s` n (see page 191 for details). ,,. 10.NAILS:16dx2'/,=0.162'dia.x 2+/2 long, 10d=0.148'dia.x 3'long, 10dxt'/x=0.148'dia.x 1 Yz'long. Horizontal LTTl31 Horizontal LTT19 Installation Vertical HTT22 See page 16-17 for other nail sizes Installation 40 and Information. Installation (LTT208 similar) TLL-0379773 0909242-23044R RF INSTALL MA 10-23-09 MUM I Tied owns 1 wi.ly� The LGT,MGT,VGT and HGT are girder tiedowns for moderate to high load 1 ,. capacity applications.The LGT and VGT are also suitable for retrofit applications. t� 3 2/4 LGT connectors provide a low profile connection to the studs for easy o a installation of drywall.Simple to install and can be installed on the inside or =r/e outside of the wall.LGT connectors also provide exceptional bearing enhancement Ova egg Q 3,w for heavy download applications.The LGT series has been extended to include g the new LGT4-SDS3 for 4-ply girders. �F< 'LGT3=to- the Variable Girder Tie (own(VGT)is a higher capacity alternative to the LGT a LGT4=12W— .{ and MGT for girder trusses. It attaches with Simpson Strong-Tie®Strong-Drive® LGT3.5• screws(SDS)to the side of truss and features a predefiected crescent washer that 3 �' ( + +o°y LGT4=Re allows it to accommodate top chord pitches up to 8:12.The VGT is also available - MI (see options) with one flange concealed for attachment to trusses with no tail. VGT The HGT offers the highest uplift capacity for girders and can be installed on U.S.Patent Pending trusses and beams with top chord slopes up to 8:12. . LGT3=41W MATERIAL:HGT,VGT-7 gauge,LGT2-14 gauge,MGT,LGT3,LGT4-12 gauge. • $a,s i LGT4=q1g° FINISH:HGT—Simpson Strong-Tie gray paint;LGT,MGT,VGT—Galvanized INSTALLATION:•When the HGT-3 is used with a 2 ly girder or beam, 1, < F 2 � .4,. p e =1a . shimmingis required.Fasten to act as one unit. LGT3 R. q �+, • Before installing fasteners,ensure LGT3-SDS2.5 makes complete LGT4=15'b contact with bottom of truss. •SDS screws included with LGT3,LGT4 and VGT Series. • •VGT—Screw holes are configured to allow for double installation on a ° two-pi (minimum)truss. ° •VGT—The product can be installed in a single application or in pairs to �♦ a LGT3'4W achieve a higher uplift capacity. F1 one LGTa= , •VGT—When installed on trusses with no overhangs,specify VGTR/L. , •VGT—Install washer component(provided)so that top of washer is LGT3-SDS2.5 horizontal as well as parallel with top of wall top plate. (LGT4-SDS3 similar) • LGT3-SDS2.5—The four large hexagon holes are intended for CMU' - and concrete applications. Typical LGT3-SDS2.5 • See page 146-147 for masonry applications. yn Installation �1,; OPTIONS:LGT3 and LGT4 are available with reduced widths of W=413/,s°and W=63/e'—order as LGT3N-SDS2.5 and LGT4N-SDS3. —� CODES:See page 12 for Code Reference Key Chart. , € � `0 C �� °�� Festeners � taF/SP `SRF/HF�� .'' ,, � #a 4 a• s' .. Model oty, €of= Dim _`� Nalm of d 1 � ,R wabl Allowable Cade No 0� Plies Beriveen Anchor Girder UphnL�`oads Upldtloads sRet , LGT21 2 y 1416d Sinkers 1616 � (160) w � „ — l 6 d Sinkers 2050 1785 F ► LGT3-SDS2.5 1 1 3 ply — 26-16d Sinkers 12-SDS 1/4 x2w 3685 2655 + • 139 is , LGT4 SDS3 1 4 ply 3016d Sinkers I 16-SDS 1/4 x3' 4060 29251 1 2 mm " 16$OS tlax3€[I` 4940'' `' 3555 F26 1�a UGT'� 2 2 p min E2- 032 SDS'l x3 7185._ 5175" 3-`p ,niin '32=SDS r1/4kl � 8,890.._ _f.�6400, Al16 SDS f x3 2230 �1605 1 2 mina °m V�TwL Typical LGT2 Installation 3990 il 545 „ HGT-2 1 2 ply 53/4 2 5/8 1610d 10980 6485 117, crescent washer LGT2 y HGT 3 1 3ply' 74 `2=�e;EE€a€€ E ",1,6,"10d`. 1053 ,•,E€m35 „ IL15, supplied and „ :,,--� „ o i� HGT-4 1 4 9 2-s/e -16-10d 7 9250 9250 F16 required 4 ot3 1.Attached members must be designed to resist applied loads. € Z y 2.Allowable loads have been Increased 60%for wind or earthquake loading with 3% a no further increase allowed;reduce where other loads govern. 3.LGT2-41 load=700 lbs.;F2 load=170 lbs.with installation of 4-16d sinkers optional nail holes. t z y 4.LGT3--F1 load=795 lbs.;F2 load=410 lbs. . Install two LBPS/a'washers z 5.LGT4--F1 load=2000 lbs.;F2 load=675 lbs.with installation of 7-16d sinkers in optional nail holes. _� -21a'� on top of each crescent washer a 6.LGT4—Uplift-for DF/SP girder and SPF studs is 3860 lbs. 7.MGT can be installed with straps vertical for full table load provided all specified G� Asia (total four 'washers)for wood 0 116 6€,s installation.All washers and nails are Installed to either a solid header or minimum double 2x6 web. zGt-a= w crescent washers are required. 8.LGT connectors can provide bearing enhancement loads for truss download reactions.The DF/SP allowable load shall be 2060 lbs.for LGT2 and 4100 lbs.for LGT3 and LGT4(for SPF/HF values use a 0.68 multiplier). HGT 2-, Crescent washers are supplied z o For more Information refer to technical bulletin T-HTIEBEARING(see page 191 for details). (HGT-3;HGT-4 similar) 9.Girder tiedowns installed on the outside of the wall require a 31/2 overhang to achieve table loads. 10.NAILS:16d Sinker=0.148'dia.x 31/4'long,1 Od=0.148'dia.x 3'long: o - See page 16-17 for other nail sizes and information. a �. . Install a r minimum t2, of 6-1 Od F f N •: ' • .:. �• nails Into the face U 11/4' a 4�xy 11/4' Typical MGT Typical VGTR°Single Typical VGT Double Typical HGT-3 ' 60 TLL-0379774MG0909242-23044RT IP I I MAD 10-23-09 Installation with HDU2 Installation with HDU4's Installation with HTT22s oldownTenslor%Tles f r a t HOUHaidown I SERE This product Is preferable to similar connectors because of � L�-W—�I 4 • a)easier Installation,b)higher loads,c)lower Installed cost, I vertical wood of a combination of these features. MemberThidmess -E E Z, _ 14•••••'• HDU Holdowns are pre-deflected during the manufacturing S process,virtually eliminating deflection under load due to material stretch. ® � o They use Simpson Strong-Tie®Strong-Drive®screws(SDS)which install Pilot Hales for m easily and provide reduced fastener slip.Using SDS screws results in a manufacturing o; Studs/Post y greater net section,when compared to bolts,as no material is removed. no ae,"�',,'ed) e H Q0 The HDU series of holdowns are designed to replace previous versions - ? Thr ded of the product such as PHD's as well as bolted holdowns.The HDU2,4 ® h and 5 are direct replacements for the PHD2,5 and 6,respectively. For more information on holdown options,contact Simpson Strong-Tie. K SPECIAL FEATURES: HDU m' •Pre-deflected body virtually eliminates deflection due N y to material stretch. U.S.Patent -` •Uses SDS screws which install easily,reduce fastener slip,and _ 6,112,495 a 81eQ provide a greater net section area of the post compared to bolts. SO •SDS screws are supplied with the holdowns to ensure proper fasteners are used. •No stud bolts to countersink at openings. „. Minimum Typical HDU Tie MATERIAL:See table FINISH:Galvanized PM wood member Between Floors . thidmess INSTALLATION: Use all specified fasteners.See General Notes. Designer •For use in vertical and horizontal applications. •No additional washer required. •To be multiple 2x members together,the Designer must determine the fasteners required to join the members to act as one unit baa b rrese�rmaybe - Horizontal HDU_may without splitting the wood.See page 20 for SDS values. required Offset Installation •See SB and SSTB Anchor Bolts on s (Plan View) pages 27-29 for anchorage options. For holdowns,per ASTM test o •SDS screws install best with a low speed high torque drill with standards,anchor bolt nut should f }. a 3/e'hex head driver. be finger-tight plus•1/3 to'/z turn with •Refer to technical bulletin a hand wrench,with consideration T ANCHORSPEC for post installed given to possible future wood o anchorage solutions(seepage shrinks e'Care should be taken to' .F `` °`` Hanger 9 9 _ ' ° not shown 191 for details). not over-torque the nut.Impact CODES:See page 12 for Code Reference wrenches should not be used. Vertical HDU Installation See footnote 7 Key Chart. t E,a��„� "�u``E,€�y; Mu - €.hE -U€E,� EFL I� EEEE�I� E€i:�S�A" ' LEE€€�il.€€ AllowableTension loads(ibs)F EE€€E .E<iiE€ .E€EF - E'�%cE€(_c�5 f € E ` F DimensionsF �, E Minimum -EEE E SEE Fasteners Model ii€r €i € € CotieE . ' ' "` No Gah€EE Atichor "€€ iE€a �MemberANN � Deflection at Rai ' H r B E€E E€ tr S0 1 Bo Dia u SDS i , Tdlelc l ness'E pF/SPA SPF7HF �Allowal LOatla' OF l€€ (III) �nSCfewB E ii�(1n) ki €6k (in I a«. .:.._ HDU2-SDS2.5 14 3 811/16 3'/4, 1Y--e ,13/8 5/e 6-SDS'/a'x2'/z' 3 3075 2215 0.088 HDU4-SDS2.5 14 3 1015/,e 3'/4 1Y:e `13/s 5/e 10-SDS'/4x2'/2' 3 4565 3285 0.114 HDU5-SDS2.5 14 3 133/e 31/4 1Y.6 13/e 5/a 14-SDS'/a'x2'h' 3�q' 5645 4065 0.115 HDU8P S £E f E.Et. 4€i`- 1 d' x ��`€(R zE €Et€�, illE€€€€€ 3 EEEEIi€1�€ i5980 EE 4305 E SDS2 510& 3` 165/e' 3'h 1 la 1 Yz 'le€ 20 SDSE'/a x2'h €{€EE 3'/i "� ,�6970 502t3 0116€ I6,L24, E ._. F. . . ;€E€( � F5 �. E I E E �' �• U > HDU11-SDS2.5 10 3 221/4 31h. 1'>u 1'/z 1 30-SDS 11 x21/z' S'h 9535 6865 0.137 71/4 11175 8045 0.137. 1439Ds 1036D 0177 ON o HDU14$DS25 7 3 25"/�G 3'h �(islis 6€ 1s/�e `ii€1� F 36 SDSE€%a'x21/z E€E ". 1 z 1.Allowable loads have been increased for earthquake or wind load durations with fasteners.Holdowns shall be installed centered along the width of the attached post. . & no further increase allowed;reduce where other load durations govern. 5.Tension values are valid for holdowns flush or raised off of sill plate. 2.The Designer must specify anchor bolt type,length and embedment.See SB and 6:Deflection at Highest Allowable Tension Load includes fastener slip,holdown o SSTB Anchor Bolts(pages 27 29).Refer to technical bulletin T ANCHORSPEC for elongation,and anchor bolt elongation(L=6').Additional elongation of anchor bolts N retrofit anchor solutions(seepage 191 for details). shall be accounted for by the Designer when holdowns are raised higher than 6'. " 2 3.Structural composite lumber columns have sides that show either the wide face or the 7•Tabulated loads may be doubled when the HDU is installr~d on opposite sides of the o edges of the lumber s*andsAreneers.Values in the tables reflect installation into the wood member provided either the post is large enough to prevent opposing holdown o wide face.See technical bulletin T-SCLCOLUMN for values on the narrow face(edge)e 191 for details)a(see page . screw interference or the holdowns are offset to eliminate screw interferences. O 8.Noted HDU14 allowable loads are based on a 5'/i wide post(6x6 min.). 4.Post design by Specifier.Allowable load values are based on a minimum wood member All other loads are based on 31/2'wide post minimum. N-• thickness in the direction of the fastener penetration.Posts may consist of multiple 2x members provided they are designed to act as one unit independently of the holdown 9•Requires heavy hex anchor nut to achieve tabulated loads(supplied with holdown). i •r • •E r rr -�w,. y m The PHD Series of pre-deflected holdowns are being € ' replaced by HDU holdowns. For specifications that call for a PHD,contact Simpson Strong-Tie for equivalent HDU models.See above for details on ° the HDU series of pre-deflected holdowns. ; 37 TLL-0379775 0909242-23044R RF INSTALL MA 10-23-09 Job Truss Truss Type Qty Ply 7Jobnce ST.MA 23044R 501 GABLE • 4 1 (optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:40 2009 Page 1 ¢11�8 17-9-0 ' 35-&0 36-7 Q 11 17-9-0 17-9-0 1 . - ' - •. Sra IMA N12 W18H II 13 am F12 12 14 0 8. 17 .. 3z6 B 8 6 20 51 -w 5 pp 21 p - ' 22 F ° d 3b0 qq , 3 4 23 2 5] 55 4 °v8 II z 2° imp , d 2510 4 8 CS dd 0.3'42 41 40 39 38 37 _ 36 35 U 33 32 31` 30 29 :28 27 26 Us 11 35-GO 35-64 Plate Offsets 24:Ed e,0-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeg Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TIC0.64 Vert(LL) -0.01 25 n/r 120 MT20 197/144 (Roof Snow 35.0) Lumber Increase 1.15 BC 0.49. Vert(TL) -0.01 25 n/r 90 MT18H 197/144 ' TCDL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.06 24 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) i Weight:211 lb • ` LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD .Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. - BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 104).0 oc bracing. WEBS 2 X 3 SPF No'2`Except* WEBS 1 Row at midpt 9-39,7-40,1733,19-31,1038,1634 W1:2 X 4 SPF No.2 JOINTS 1 Brace at Jt(s):47,50,51,52,53,54 OTHERS 2 X 3 SPF No.2 r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation Quide. REACTIONS All bearings 35-". Ob)- Max Horz 46=-509(LC 8) Max Uplift All uplift 100 lb or less at joint(s)37,44,35,28,36 except 46=-199(LC 8), 26=-142(LC 9),45=573(LC 10),27=564(LC 10),39=-197(LC 10),40=-241(LC 10), 41=-228(LC j0),42=-269(LC 1.0),33=-202(LC 10),31=-241(LC 10),30=-228(LC 10), 29=-268(LC 10),38=-206(LC 10),34=-206(LC 10) Max Grav All reactions 250 lb or less at joint(s)37,39.44,35,33,-26.38,34.36 except. q, 46=463(LC 2),26=482(LC 3),45=496(LC 2).27=486(LC 3).40=302(LC 2),41=285(LC 2),. 42=312(LC 2),31=302(LC 3),30=285(LC 3),29=311(LC 3) FORCES (lb)-Max CompJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-46=-436/166,23=-480/427,3-0=-248/256,45=-251/234,55=-255/153,6-7=-259/241, 7-8=-263/389,8-9=-251/401,9-10=-267/528,10-11=-284/653,11-12=-238/600,12-13=-217/590, 13-14=-194/589,14-15=-197/600,15-16=-200/656,16-17=-179/531.17-18=-170/401. 18-19=-177/390,23-24=-478/338,24-26=-354/115 r: BOT CHORD 45-06=-288/584,44-45=-288/584,43-44=-288/584,42-43=-288/584,41-42=-288/584, 40.41=-288/584,39-00=-288/584,38-39=-2B8/584,3738=-288/584,3637=-289/585, 3536=-289/585,3435=-288/584,3334=-288/584,32-33=-288/584,3132=-288/584, 30-31=-288/584,29-30=-288/584,28-29=-288/584,27-28=-288/584,26-27=-288/584 WEBS 3-45=408/496,23-27=-402/491,7-40=-260/265,6-41=-247/255,5-42=465/281,1931=-260/265, 20-30=-247/255,21-29=-265/281,5556=-259/71,57-58=-259/96, r t NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=2ft;Cat.II;Exp C;partially;MWFRS(all heights)and C-C Exterior(2)zone;cantilewr left and right exposed;4C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-11.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to vrind(normal to the face),see MiTek"Standard Gable End Detail" �� OF 3)TCLL:ASCE 7-02:Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 t� " 4)Urjbalanced snow loads have been considered for this design, .� C 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times Bat roof load of 35.0 psf on overhangs non-concurrent with other lips loads. 6)'All plates are MT20 plates unless otherwise indicated. °r LaCHAPELLE� 7)All plates are 2x4 MT20 unless otherwise indicated. O CAVIL `=1. 8)Gable requires continuous bottom chord bearing. - (y 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web)., 0,• t 10)Gable studs-spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)37,44,35,28,36 except Ot=lb) 46=199,26=142,45=573,27=564,39=197,40=241,41=228,42=269,33=202,31=241,30=228,29=268,38=206,34=206. FAN 13)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSUTPI 1. L LOAD CASE(S) 04/0 9 Continued on page 2 Warning! -Verify design parameters and READ NOTES ON THIS AND �S _ INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 - �•= RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3-1 S-07 Job Truss Truss Type Oty Ply 146 NORTH ST.MA 23044R 501 GABLE - d 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:40 2009 Page 2 LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) "+ Vert:1-2=90,2-13=-90,13-24=-90,24-25=-90,2646=-20 r. 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-125,2-13=-125,13-24=-20,24-25=-20,2646=-20 - 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 k Uniform Loads(plf) Vert:1-2=20,2-13=-20,13-24=-125,24-25=-125,2646=-20 - 4)IBC BC Like:Lumber Increase=1.25,Plate Increase=1.25 4 Uniform Loads(plf) Vert:1-2=20,2-13=-20,13-24=-20,24-25=-20,2646=40 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=95,2-13=80,13-24=80,24-25=95,2646=-12 ' Horz:1-2=107,2-13=-92,13-24=92,24-25=107 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=39,2-13=31.13-24=51,24-25=18,2646=-12 Horz:1-2=-51,2-13=43,13-24=63,24-25=30 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-13=51,13.24=31,24-25=39.2646=-12 Horz:1-2=-30,2-13=-63,13-24=43,24-25=51 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-13=-57,13-24=-14.24-25=18,2646=-12 Horz:1-2=-28,2-13=45,13-24=-2,24-25=30 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 - Uniform Loads(plf) Vert:1-2=18,2-13=-14,13-24=-57,24-25=16,2646=-12 Horz:1-2=-30,2-13=2,13-24=45,24-25=28 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-13=86.13-24=86,24-25=94,2646=-12 Horz:1-2=-106,2-13=-98,13-24=98,24-25=106 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60. Uniform Loads(plf) Vert:1-2=94,2-13=86,13-24=86,24-25=94,2646=-12 , Horz:1-2=-106,2-13=98,13-24=98,24-25=106 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-13=-36,13-24=-36,24-25=37,2646=-12, Horz:1-2=49,2-13=24,13-24=-24,24-25=49 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) , Vert:1-2=37,2-13=-36,13-24=-36,24-25=37,2646=-12 Horz:1-2=49,2-13=24,13-24=-24,24-25=49, 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-90,2-13=-20,13-24=-20,24-25=-90,26-46=-20 it 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND.COMPONENTS,INC. - RT-901 3.13-07 Jab Truss Truss Type - - Cly Ply �46 NORTH ST.MA 23044R 503 COMMON ,, _• 14 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:42 2009 Page 2 LOAD CASE(S) 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) r Vert:1-2=44,25=37,5-8=51,8-9=18,2-8=-12 Horz:1-2=56,25=-49,5-8=63,8-9=30 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-5=51,5-8=37,B-9=44,2-8=-12 Horz:1-2=-30,2-5=53,55=49,8-9=56 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) - Vert:1-2=20,2-5=-53,5-8=-14,8-9=18.2-8=-12 Horz:1-2=-32,2-5=41,5-8=-2,8-9=30 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 l Uniform Loads(plf) Vert:1-2=18.2-5=-14.55=53,8-9=20,2-8=-12 1 Horz:1-2=-30,2-5=2,5-8=41,8-9=32 10)MWFRS 1 st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 s . Uniform Loads(plf) r Vert:1-2=94,2-5=86,5-8=86,8-9=94,2-8=-12 , Horz:1-2=-106,2-5=-98,5-8=98,8-9=106 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) R Vert:1-2=94,2-5=86,5-8=86,8-9=94,2-8=-12 Horz:1-2=-106,2-5=-98,5-8=98,8-9=106 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60. Uniform Loads(plt) Vert:1-2=37,2-5=-36,55=-36,8-9=37,2-8=-12 Horz:1-2=-49,2-5=24,5-8=-24,8-9=49 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-5=-36,5-8=-36,8-9=37,2-8=-12 Horz:1-2=-49,2-5=24,5-8=-24,8-9=49 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-90,2-5=-20,5-8=-20,8-9=-90,2-8=-20 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 959�kgi RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3-13-07 Job Truss Truss Type" Qty PlyT46ORTH ST.MA 23044R 504 DUAL PITCH 12 Reference a banal Reliable Truss&Components.Inc.,New Bedford,MA,02746,Mark Pasquill 7.140 s Jun 24 2009 Mg,IT, Industries,Inc. Sat Oct 24 12:22:43 2009 Page 1 -¢11r8 84I_14 17-5-12 25-3-12 r 33-1-11 _ 41-0-0 4; 12 11 B-8-14 8-8-14 7-10-0 -a 7-10-0 7-10-5 1-0-12 . - scab-IMS 7.12 C • - •4- - 6A0 12 BAO F12 r 61® . 6 r 4a W s 3 y ` 3.6 G r ` W4 7 710 , 4 ] _ • B 9 B1. 32 83' - - 14. 13 12 11 10 Wo 8-8-14 17-5-12 29-2-11 41-0-0 8 8 14 B-8-14 11-8-15 11-9-5 Plate Offsets 2:0-0-3 0� 3:0-",Ed e, 4:0-8-2,0-3-8 TCOL pNG(psf) SPACING 2.0-0 CSI r DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.57 Vert(LL) 0.25 10 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.41 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.13 8 n/a n/a , BCDL 10.0 Code IBC2003/TPI2002 (Matri)) Weight:21.6111 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc puriins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 5-10.13 oc bracing. WEBS 2 X 4 SPF No.2*Except* WEBS 1 Row at midpt 3A2,4-12,5-12 W5,W6,W1:2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be Installed dudn truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=233610-5-8, 8=2346/0-5.8 Max Horz 2=51 O(LC 8) , Max Uplift2=-1612(LC 10),8=-1622(LC 10) Max Grav2=2527(LC 2),8=2718(LC 3) FORCES (Ib) Max CompJMax Ten.-All forces 250(lb)or less except when shown. f TOP CHORD 23=3513/2217,34=-2517/1966,45=-2304/1904,5-6=3473/2598,6-7=-3876/2576, P 7-8=4585/2819 BOTCHORD 2-14=-1467/2644,13-14=-1467/2645,12-13=-1467/2645,11-12=-142912850,10-11=-1429/2850, 8-10=-2224/3880 WEBS 3-12=-1161/968,4-12=-1199/1478,5-12=-1575/1166,5-10=494/953,7-10=-847/824,3-14=0/356 NOTES , 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eav/e=5ft;Cat.IC E1p C;partially;MWFRS(all heights)and C-C 6dedor(2)zone;cantilever left and right e)posed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;EV C;Partially E)P.;Ct=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 18.0 psf or 1.00 times flat roof load of 35.0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=1612,8=1622. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 - Uniform Loads(plf) t Vert:14=-90,4-9=-90,2-8=-20 A.K >� 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) C Vert:14=-125,4-9=-41,2.8=-20 Q� IM- Y1. 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=1.15 > Uniform Loads(plf) (HAPELLE Vert:14=-20,4-9=-125.2-8=-20 (Q CIVIL { 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 VJ Uniform Loads(ph) 4'.3 -Vert:14=-20,4-9=-20,23=40 " 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 �} Continued on page 2 OT/O v Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-1 3-07 y Job Truss Truss Type Oty Ply 46 NORTH ST.MA 23044R 504 DUAL PITCH 1, 12 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill TM s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:43 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=95,2-4=80,443=92,8-9=118,2-8=-12 Horz:1-2=-107,2-4=-92,4-8=104,8-9=130 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=39,2-4=31,4-8=51,8-9=18,2-8=-12 Horz:1-2=-51,24=43,4-8=63,8-9=30 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-4=51,4-8=37,8-9=44,2-8=-12 Horz:1-2=30,2-4=33,4-8=49,8-9=56 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-4=-57,4-8=-14,8-9=18.2-8=-12 Horz:1-2=-28,2-4=45,4-8=-2,8-9=30 ' 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • Vert:1-2=18,2-4=-14,4-8=-53,8-9=20,2-8=-12 Horz:1-2=-30,2-4=2,4.8=41,8-9=32 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-4=86,4-8=86,8-9=94,2-8=-12 Horz:1-2=-106,2-4=-98,4-8=98,8-9=106 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) �. Vert:1-2=94,2r3=86,4-8=86,8-9=94,2-8=-12 Horz:1-2=-106,2-4=-98,4-8=98,8-9=106 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-4=36,4-8=-36,8-9=37,2-8=-12 Horz:1-2=-49,24=24,43=-24,8-9=49 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-4=-36,4-8=-36,8-9=37,23=-12 Horz:1-2=-49,2-4=24,4.8=-24,8-9=49 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 l Uniform Loads(plf) Vert:1-2=-90,2-4=-20,4-8=-20,8-9=-90,23=-20 A • - � - � .. .. a�. 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 Job 7505ss Truss Type - Qty Ply 46 NORTH ST.MA 23044R GABLE 2 1 - Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:44 2009 Page 1 "11T8 B-8-14 175-12 25-3-12 33-1-11 4140-0 42-0-12 fL11 8 8 8 14 8 8 14 7-10-0 7-10 0. 7-10-5 0 1 Suk-I MA M21 d x hd 11 2xd 11 1 6M 12 am 2.6 II •. .. _. A �d II W1 5' dd c - 6 2a411 3 2xd M 34 i Y r nd II 2¢4 II a T • 2.6 II � 2 2[d II - 6 ryry 1 9 WO= acd II lid 11 20 11 16 13 12 11_ - 16 ' e 6z10= 88 2,4 11 49 a 4�_ da_ 44 c 8-8-14 17-5-12 29-2-11 41-0-0 B-8-14 8-8-14 11-8-15 11-9-5 Plate Offsets 2:0-0-3,0-0-7, 3:0- ,Ed e, 4:0-8-2 038 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 , Plates Increase 1.15 TC 0.57 Vert LL 0.25 10 >999 240 (Roof Snow--35.0) • ( MT20 197/144 Lumber Increase 1 >.15 BC '0.57 Vert -0.41 8-10 999 180 (TL) TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(rL) 0.13 8 n/a n/a BCLL 0.0 Code IBC20031TPI2002 , BCDL 10.0 (Matrix Weight:246Ib LUMBER n BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins.. BOT CHORD 2 X 6 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. WEBS 2 X 4 SPF No.2`Except' WEBS 1 Row at midpt 3-12,412,5-12 W5,W6,W1:2 X 3 SPF No.2 a.- MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2 X 3 SPF No.2 _. durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2336/05-8, 8=2346/0-5-8 , .Y Max Horz 2=51 O(LC 8) Max Uplift2=-1612(LC 10).8=-1622(LC 10) Max Grav2=2527(LC 2).8=2718(LC 3) FORCES (lb)-Max CompJMax Ten. All forces 250(Ib)or less eiacept when shown: - TOP CHORD 2-3=-3513/2217,3-4=-2517/1966,45=-2304/1904,5-6=-3473/2598,6-7=-0876/2576, 7.8=4585/2819 BOTCHORD 2-14=-1467/2644,13-14=-1467/2645,12-13=-1467/2645,11712=-1429/2850,10-11=-1429/2850, t"' 8.10=-2224/3880 WEBS 3.12=-1161/968,4-12=-1199/1478,5.12=-1575/1166,5.10=-494/953,7-10=-047/824,3-14=0/356, + , NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.II;E)2 C;partially;MWFRS(all heights)and C-C E#erior(2)zone;cantilever left and right a)posed;C-C for members and forces&MWFRS'for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs a)posed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1 1 ` 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2.0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1612,8=1622. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPI 1. „ LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15'' .vv` _ � Uniform Loads(plf) a Vert:14=-90,4-9=-90,2-8=-20 `t 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 IMOTHY{ Gam. Uniform Loads(plf) •; a • Vert:1 -41-0=125,4-9= ,25 La.- PELLE =-20 O s • 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Q Vert:1.4=-20,4-9=-125,2-8=-20 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 ' Uniform Loads(plf) Vert:1-4=-20,4-9=-20,2-8=-40 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3-13 07 Job Truss Truss Type Oty, Ply 46 NORTH ST.MA 23044R 505 GABLE 2 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:44 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=95,24=80,4-8=92,8-9=118,2-8=-12 Horz:1-2=-107,2.4=-92,4-8=104,8-9=130 p 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=39,24=31,4-8=51,8-9=18,2-8=-12 Horz:1-2=51,2-4=-43,4-8=63,8-9=30 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,24=51,4-8=37,8.9=44,2.8=-12 Horz:1-2=-30,2-4=-63,4-8=49,8-9=56 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,24=-57,4-8=-14,8-9=18,2-8=12 } Horz:1-2=-28,2-4=45,4.8=-2,8-9=30 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,24=-14,4-8=-53,8.9=20,2.8=-12 Horz:1-2=-30,24=2,4-8=41,8-9=32 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-4=86,4-8=86,8.9=94,2-8=-12 Horz:1-2=106,24=-98,4-8=98,8-9=106 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 " Uniform Loads(plf) + Vert:1-2=94,24=86,4-8=86,8-9=94,2-8=-12 Horz:1-2=-106,24=-98,4.8=98,B-9=106 , 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Ircrease=1.60 Uniform Loads(plf) Vert:1-2=37,24=-36,4-8=-36,B-9=37,2-8=-12 Horz:1-2=49,24=24,4-8=-24,8-9=49 ' 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 . Uniform Loads(plf) Vert:1-2=37,24=-36,4-8=-36,8-9=37,2-8=12 Horz:1-2=49,24=24,4.8=-24,8-9=49 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) i Vert:1-2=-90,24=-20,4-8=-20,8-9=-90,2-8=-20. S •a .. .,- Y 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND _ INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 '- RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3.13-07 Job Truss Truss Type Qty Ply 46 NORTH ST.MA 23044R 506 DUAL PITCH 7 1 • Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill ¢. 7.140 s Jun 24 2009 MiTek Industries,Inc. Sal Oct 24 12:22:44 2009 Page 1 Mil 14 17-5-12 22:3-12 33-1-11 41-0-0 4z-0-12 8 814 &-8-14 7-10-0 7-10-0 7-10-5 �1 Swk=1:70.0 7412� 3 .. < • , - 6.00 12 .. . sm/2 6.6 < 4 ♦, 6 , z - - W4 US 6 W2 r . . ♦ 4 y 7 BI _. 62 '83 Id 13 a 12 11 10 6 6X10= 2411 �._ 4.= _ _ ♦ 44= 44= 6210= 9-8-14 17-5-12 29-2-11 41-0-0 8$14 8-8-14 11-8-15 11-9-5 Plate Offsets 1:0-0-7,0-0-3, 2:04-0,Ed a 3:0-8-2 03-8 T (Ps CLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP (Roof Snow 35.0) Plates Increase -1.15 TC -0:58 Vert(LL) 0.25 9 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.41 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(rQ 0.13 7 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:214lb LUMBER ' BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc pudins., BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. WEBS 2 X 4 SPF No.2'E)ocept' WEBS 1 Row at midpt 2-11,3-11.4-11 W5,W6,W1:2 X 3 SPF No.2 y MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2228/0-5-8, 7=234810-5-8 Max Horz 1=522(LC 8) _.4 Max Upliftl=-1499(LC 10),7=-1624(LC 10) ` L Max Grav 1=2376(LC 2),7=2718(LC 3) FORCES (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. ' TOP CHORD 1-2=-3528/2230,23=-2521/1971,3-4=-2307/1908,45=3474/2602,5-0=3877/2580, 6-7=-4586/2823 BOT CHORD 1-13=-1481/2659,12-13=-1480/2660,11-12=-1480/2660,10-11=-1433/2851,9-10=-1433/2851, - - 7-9=-2228/3880 " WEBS 2-11=-1175/980,3-11=-1 205/1483,4-11=-1 576/1166,4-9=494/953,6-9=-847/824,2-13=0/358 . NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.II;E1g3 C;partially;MWFRS(all heights)and C-C E)Redor(2)zone;cantilever left and right e)posed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;E1p C;Partially Exp.;Ct=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 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs nonconcurreni 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)except 8t=lb)1=1499.7=1624. 7)This truss is designed in accordance with the 2003International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASES) ' 1)Snow:Lumber Increase=1.15,Plate Increase=1.15`. Uniform Loads(plf) Vert:13=-90,33=-90,1-7=-20 C .ti�N 0'F 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 a , Uniform Loads(plf) v� C Vert:1-3=-125,35=41,1-7=-20 3)Unbal.Snow-Right Lumber Increase=1.15,Plate Increase=1.154A.0 � � G Uniform Loads(plf) ` 14 -HAPELL �. Vert:13=-20,3.8=-125,1-7=-20 ' 4)IBC BC live:Lumber Increase=1.25,Plate Increase=1.25 0 OWL tj s ' Uniform Loads(plf) Vert:-3=-20,3-8=-20,1-7=-40 0 '� 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 0' Continued on page 2 04/09 Warningl -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3-13-07 Job Truss Truss Type Oty Ply 46 NORTH ST.MA 23044R 50G DUAL PITCH a*- 7 1 Job Reference o tional Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:44 2009 Page 2 r LOAD CASE(S) Uniform Loads(plf) Vert:1.3=80,3-7=92,7-8=118,1-7=-12 Horz:1-3=-92,3.7=104,7-8=130 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=31,3-7=51,7-8=18,1-7=-12 Horz:1-3=-43,3-7=63,7-8=30 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 k Uniform Loads(pit) Vert:1-3=51,3-7=37,7-8=44,1-7=-12 Horz:1-3=-63,3-7=49,7-8=56 a 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-57,3-7=-14,7-8=18,1-7=-12 Horz:1-3=45,3-7=-2,7-8=30 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 r, Uniform Loads(plf) Vert:1-3=14,3-7=-53,7-8=20,1-7=-12 Horz:1-3=2,3.7=-41,7.8=32 x 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Y , Vert:1-3=86,3-7=86,7-8=94,1-7=-12 ' Horz:1-3=-98,3-7=98,7-8=106 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=86,3-7=86,7-8=94,1-7=-12 Horz:1-3=-98,3-7=98,7.8=106 12)MWFRS 1 st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,3-7=-36,7-8=37,1-7=-12 Horz:1-3=24,3-7=-24,7-8=49 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Incr_ease=1.60 ' Uniform Loads(plf) Vert:1-3=-36,3-7=-36,7-8=37,1-7=-12 Horz:1-3=24,3-7=-24,7-8=49 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 '" s Uniform Loads(plf) Vert:1-3=-20,3-7=-20,7-8=-90,1-7=-20 ' a r 11/04/09 Warningl -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3.13-07 -7 Job Truss Truss Type [27 ly 46 NORTH ST.MA 23044R 506A DUAL PITCH 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:45 2009 Page 1 8 6 14 17-5-12 25-3-12 33-1-11 41-0-0 42-N2 8 8 14 8 8 14 7-10-0 ' 7-10-0 7-10 5 -0-1 r - scab-1:73A 1h12 C 4 6M 12 ' •. 9.0012 , a 18 17 T3 5 / " e 3 QB o 7 2 , .. , 2.4 T W4 B wz f - 9 4a 4a o IM18 WISH,' tB 11 B1 82 83 d 3 2 L 1312= 16 14 dx4= 2 4 I I . '4xe= �- 8-&14 17-5-12 1 29-2-11 41-0-0 8-8-14 8-&14 11-8-15. 11-9-5 Plate Offsets 1:0-0-3,Ed a 3:0-4-O,Ed e, 4:0-7-11 0- 0, 5:04-0 Ed e, 10:0-0-12,0-" LOADING(psf) SPACING 24)-0 > CSI DEFL in poc) 1/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.96 Vert(LL) 0.34 12-14 >999 240 MT20 197/144 (Roof Snow 35.0) Lumber Increase 1.15 BC 0.63 Vert(TL) -0.54 12-14 >895 180 MT18H 197/144' TCDL 10.0 Stress Incr . NO WB 0.92 Horz BCLL 0.0 Re p (TL) '0.18 10 n/a n/a BCDL 10.0 Code IBC20031TPI2002 (Matrix) Weight:261 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E`Except' TOP CHORD Structural wood sheathing directly applied or 2-11-7 cc pudins. T2,T3:2 X 8 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5311 cc bracing. . BOT CHORD 2 X 6 SYP M 23 WEBS 1 Row at midpt 2-14,4-14,6-14 WEBS 2 X 4 SPF No.2*Except* MiTek recommends that Stabilizers and required cross bracing be installed WEDGE W5,W6,W1:2 X 3 SPF No.2 during truss erection,in accordance with Stabilizer Installation guide. - Left:2 X 8 SYP No.1 SLIDER Right 2 X 3 SPF No.2 4-2-3 REACTIONS (lb/size) 1=3377/0S8; 10=3199/0-5-8 , Max Horz 1=-522(LC 8) Max Upliftl=-2272(LC 10),10=-2197(LC 10) Max Grav 1=3891(LC 2),10=3840(LC 3) FORCES (lb)-Max CompJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=5007/3568,2-3=4877/3311,317=4579/3338,4-17=3838/2964,4-18=3679/2884, 5-18=4252/3183,5-0=-4550/3164,6.7=5582/3763,7-8=-5985/3739,8-9=-0362/3917, 9-10=5569/3895 BOT CHORD 1-16=-2473/4617,15-16=-2473/4618,14-15=-2473/4618;13-14=-255214900,12-13=-2552/4900, 10-12=3150/5570 WEBS 2-14=-1091/918,4-14=-1216/1510,6-14=-1615/1179,6-12=337/666,8-12=548/649,2-16=0/350 NOTES 1 ' 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Ott;L=39ft;eave=5ft;Cat.11;Exp C;partially;MWFRS(all heights)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 7-02;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb)1=2272,10=2197 0 .46 8)This truss is designed in accordance with the 2003International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such connection device(s) , is the responsibility of others. CJ� 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). zF LOAD CASE(S) }:aCHAPEILE - 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 t C{�{L �, Uniform Loads(plf) Vert:14=-90,4-11=-90,1-10=-20 Concentrated Loads(lb) Q Vert:17=-1000(F)16=-1000(F) 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14=-125,4-11=41,1-10=-20 Continued on page 2 04/09 Warningl -Verify design parameters and READ NOTES ON THIS AND .� INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-9013-13-07 Job Truss Truss Type Oty Ply =ence ST.MA 23044R SO6A DUAL PITCH - 2 1 ' (optional) Reliable Truss S Components,Inc.,New Bedford,MA,02745,Mark Pasquill 3e 7.140 s Jun 24 20D9 MiTek Industries,Inc. Sat Oct 24 12:22:45 2009 Page 2 LOAD CASE(S) Concentrated Loads(Ib) r Vert:17=-1318(F)18=-1318(F) 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 " Uniform Loads(plf) Vert:14=-20,4-11=-125,1-10=-20 Concentrated Loads(lb) Vert:17=1318(F)18=-1318(F) 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=20,4-11=-20,1-10=40 Concentrated Loads(Ib) ` Vert:17=-545(F)18=-545(F) 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=80,4-10=92,10-11=118,1-10-12 Horz:1-4=92,4-10=104,10-11=130 ' Concentrated Loads(Ib) Vert:17=724(F)18=724(F) 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=31,4-10=51,10-11=18,1-10=-12 " Horz:14=43,4-10=63,10-11=30 Concentrated Loads(lb) " Vert:17=353(F)18=353(F) " 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 'a + Uniform Loads(plf) Vert:14=51,4-10=37,10-11=44,1-10=-12 •Horz:14=53,4-10=49,10-11=56 ' Concentrated Loads(lb) Vert:17=353(F)18=353(F) 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60. Uniform Loads(plf) ' Vert:14=-57,4-10=-14,10-11=18.1-10=-12 Horz:14=45,4-10=-2,10-11=30 Concentrated Loads(lb) k. Vert:17=-630(F)18=-630(F) 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=-14,4-10=-53,10-11=20,1-10=-12 , Horz:14=2,4-10=41,10-11=32 Concentrated Loads(Ib) Vert:17=588(F)18=-588(F) 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=86,4-1 0=86,10-11=94,1-1 0=-1 2 Horz:14=-98,4-10=98,10-11=106 Concentrated Loads(lb) Vert:17=673(F)18=673(F) 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) A Vert:14=86,4 10=86,1011=94,1-10=-12 Horz:14=-98,4-10=98,10-11=106 ; Concentrated Loads(lb) Vert:17=673(F)18=673(F) 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) .. Vert:14=-36,4-10=-36,10-11=37,1-10=-12 Horz:14=24,4-1 0=-24,10-11=49 Concentrated Loads(lb) Vert:17=-514(F)18=-514(F) 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Platelncrease=1.60 ' Uniform Loads(plf) R r Vert:14=-36,4-10=-36,10.11=37,1-10=-12 Horz:14=24,4-10=-24,10-11=49 Concentrated Loads(Ib) Vert:17=-514(F)18=-514(F) q,5 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14=-20,4-10=-20,10-11=-90,1-10=-20 Concentrated Loads(lb) Vert:17=-364(F)18=-364(F) r a s 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3-13-07 Job Truss Truss Type • Qty Ply 46 NORTH ST.MA If 230"R 507 GABLE 1 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA 02745,Mark Pasquill 7,140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:46 2009 Page 1 -1-0-12 , 6-0-0 12-0-0 13 0 12 , 1-0-12 6-0-0 6-0-0 1-0 12 Su1,-1M 4.4 2.4 It .. i 6 2x4 It 4 6A0 12 + L4 II "l 3 T1 sn T1 sn s ST1 f ST1 S 2 Ib 1 14 1 13 '' 12 11 1,10 3iW II ` 2i4 II h4 II , 2.4 11 W II 2.4 II W II 12-0-0 .12-0-0 Plate Offsets 2:0-M,Ed e, 8:0-3-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in goc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.01 9 n/r 120 MT20 197/144 (Roof Snow--35.0) Plates Increase 1.15 BC 0.06 Vert(R) -0.01 9 n/r 90 TCDL 10.0 Rep Stress Incr NO WB 0.07 Harz(TL) 0.00 8 n/a n/a BCLL 0.0 - BCDL 10.0 Code IBC2003/TPI2002 (Matri)) Weight:40lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF N0 .2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. OTHERS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be insed WEDGE r Burin truss erection,in accordance with Stabilizer Installation uide. tall Left:2 X 3 SPF No.2,Right:2 X 3 SPF No.2 a - • REACTIONS All bearings 12-M. (Ib)- Max Horz 2=-126(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 2=-171(LC 10),8=-171(LC 10),13=-191(LC 10),14=-197(LC 10). 11-=-191(LC 10),10=-197(LC 10),, r ' Max Grav All reactions 250 lb or less at joint(s)12 except 2=306(LC 2),8=306(LC 3),13=307(LC 2),14=267(LC 2).11=307(LC 3).10=267(LC 3) FORCES (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 4-13=-265/250,3-14=-235/264,6-11=-265/250,7-10=-235/264 " NOTES _ Y 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;B=Oft;L=39ft;eave=2ft;Cat.11;Exp C;partially;MWFRS.(all heights)and C-C Exierior(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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;E2p C;Partially E)p.;Ct=1 4)Unbalanced snow loads have been considered for this design. ' 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 2,171 lb uplift at joint 8,191 lb uplift at joint 13,197 lb uplift at joint 14,191 lb uplift at joint 11 and 197 lb uplift at joint 10. 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSUTPI,1:',. LOAD CASE(S) Snow:Lumber Increase=1.15,Plate Increase=1.15 s Uniform Loads(plf) 'Q Vert:15=-90,5.9=-90,2-8=-20 „3 ' 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 TOTHY'.L yC Uniform Loads(plf) CHAPELLE . Vert:15=-125.5-9=-20,2.8=-20 + ° O �s 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 {vEl Uniform Loads(plf) Vert:15=-20,5-9=-125.2-0=-20 0..30- 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 6 �. Uniform Loads(plf) Vert:15=-20,5-9=-20,2-8=-40 F 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 0410 Warnings -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 i Job Truss Truss Type City Ply 46 NORTH ST.MA 23044R 507 GABLE � 1 T Job Reference o tional Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:46 2009 Page 2 LOAD CASE(S) _ Uniform Loads(pm Vert:1-2=118,25=101,5-8=101,8-9=118,2-8=12 Horz:1-2=-130,25=-113,5-8=113,8-9=130 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,2-5=37,5-8=51,8-9=18,2-8=-12 Horz:1-2=-56,2-5=-49,5-8=63,8-9=30 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18.2-5=51,5-8=37,8-9=44,2-8=-12 Horz:1-2=-30,2-5=•63,5-8=49,8-9=56 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 - Uniform Loads(plf) Vert:1-2=20,2-5=-53,5.8=-14,8-9=18,2-8=-12 Horz:1-2=32,2-5=41,5-8=-2,8-9=30 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 „ Uniform Loads(plf) Vert:1-2=18.2-5=-14,58=-53,8-9=20,2.8=12 Horz:1-2=-30,2-5=2,55=-41,8-9=32 f 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-5=86,5-8=86,8.9=94,2-8=12 Horz:1-2=-106,2-5=-98,55=98,8-9=106 e, 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-5=86,58=86,8-9=94,2-8=-12 Horz:1-2=-106,2-5=-98,5.8=98,8-9=106 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) r. Vert:1-2=37,2-5=-36,5.8=-36,8.9=37,25=-12 Horz:1-2=49,2-5=24,5-8=-24,8-9=49 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate In6rease=1.60. Uniform Loads(plf) Vert:1-2=37,2-5=-36,5-8=-36,8-9=37,2.8=-12 Horz:1-2=49,2-5=24,58=-24,8.9=49 x 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 t;2 Uniform Loads(plf) Vert:1-2=-90,2-5=-20,5-8=-20,8-9=-90,2-8=-20 • . . y _ J ' i• .. - - - 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND . ' INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT•901 3-13 07 Job Truss Truss Type City Ply T46ORTH ST.MA 23044R 601 JACK3 Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:46 2009 Page 1 -1-0 12 3-9-0 1-0-12 . Srah=1:14.6 214 11 ' 8.W 1] �. W1 T1 t ,.1 1 i B1 _4. Y 3.9-0 39-0 Plate Offsets 2:0-3-8,Ed e LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.01 2-4 >999 240 MT20 197/144 (Roof Snow 35.0) Lumber Increase 1.15 BC 0.47 Vert(TL) -0.02 2-4 >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.00 r Horz(TL) 0.00 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TPI2002 (Matd)o • Weight:12lb ` LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc pudins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 X 3 SPF 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 REACTIONS (lb/size) 4=172/Mechanical, 2=322/0-" Max Horz 2=233(LC 10) Max Uplift4=-171(LC 10),2=-202(LC 10) Max Grav4=225(LC 2),2=433(LC 2) FORCES (Ib)-Max CompJMax Ten.-All forces 250(lb)or less exept when shown. TOP CHORD 3-4=-190/270 NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl B=off;L=39ft;eave=5ft;Cat.11;Exp C;partially;MWFRS(all heights)and C-C Exierior(2)zone;cantilever left and right a)posed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 18.0 psf or 1.00 times flat roof load of 35.0 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 4 and 202 lb uplift at joint 2. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) p « 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) , Vert:Left:Lumber 1.1 2�=-20 7r 2)UnbaLSnow-Left:Lumber Increase=1.15,Plate Increase= 5 ` Uniform Loads(pm (} Vert:1-3=-125,2-4=-20 �p1 R�S�+ 3)Unbal.Snow-Right:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pm Vert:1-3=-20,2-4=-20 TIMOTHY L G 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 a LaCHAPEILE a Uniform Loads(plf) Vert:1-3=-20,24=40 CIVIL. - to 5)G-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=118,2-3=121,24=-12 Horz:1-2=-130,2-0=-133 r�V 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 r , Continued on page 2 04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND �. INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-9013-13-07 Job Truss Truss Type Qty Ply �46 NORTH ST.MA 23044R 601 JACK 3 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:47 2009 Page 2 LOAD CASE(S) n Uniform Loads(plf) Vert:1-2=44,23=37,2-4=-12 Horz:1-2=56,23=-49 7)MWFRS Wind Right Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=51,2-4=-12 t Horz:1-2=-30,2-3=33 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,2-3=-53,2-4=-12 Horz:1-2=-32,2-3=41 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=-14,2-4=-12 Horz:1-2=-30,23=2 10)MWFRS 1 st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-3=86,2-4=-12 Horz:1-2=-106,2-3=-98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-3=86,2-4=-12 Horz:1-2=-106,2-3=-98 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-3=-36,2-4=-12 Horz:1-2=-49,2-3=24 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(ptf) Vert:1-2=37,2-3=-36,2-4=-12 Horz:1-2=-49,2-3=24 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-90,23=-20,2-4=-20 11/04/09 Warningl —Verify design parameters and READ NOTES ON THIS AND ..�.. " INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 cric RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 Job Truss F"UCSIS ype Qty Ply 46 NORTH ST.MA 23044R 602 ' 4 1 - - Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02746.Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:47 2009 Page 1 -1.O-12 1-10-15 1-0-12 1-10-15 6.do 12. 2 T, MN1 s 1 e, r 1-10-15 1-10-15 Plate Offsets 2:0-3-8,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFIL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC, 0.18 Vert(LL) -0.00 2 >999 240 MT20 197/144. (Roof Snow--35.0) Plates Increase 1!15 BC 0.04 Vert TCLL 10.0 Re Stress lncr YES WB .0.00 Horzrn) -0.00 2 4 >9/a 180 BCLL 0.0 p (TL) -0.00 3 ' n/a Na ' BCDL 10.0 Code IBC2003/TPI2002 (Matri)o Weight:6lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEDGE Mi7ek recommends that Stabilizers and required cross bracing be installed Left:2 X 3 SPF No.2 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 2=230/0-", 4=19/Mechanical, 3=55/Mechanical Max Horz 2=147(LC 10) Max Uplift2=-163(LC 10),3=-89(LC 10) x. Max Grav 2=312(LC 2),4=37(LC 4),3=76(LC 2) , FORCES (Ib)-Max CompJMaz.Ten.-All forces 250(Ib)or less except when shown.. NOTES = 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39R;eave=5ft;Cat.II;Exp C;partially;MWFRS(all heights)and C-C Exterior(2)zone;cantilever left and right e)posed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category ll;EV C;Partially ETV.;Ct=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 18.0 psf or 1.00 times flat roof load of 35.0 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)Refer to girder(s)for truss to truss connections. t 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 2 and 89 lb uplift at joint 3. 8)This truss is designed in accordance with the 2003International Building Code section 2306.1 and referenced standard ANSI/TPI 1. e LOAD CASE(S) r 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-90,24=-20 - 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 1 Uniform Loads(plf) Vert:13=-125,2-4=-20 3)Unbal.Snow-Right:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform toads(pff) Vert:1-3=-20,2-4=-20 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pl0 (� 'V OT HYl G,. Vert:1-3=-20,24=40 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 f; OCHAPELLE r ` Uniform Loads(pit) O Vert:1-2=118,2-3=121,2-4=-12 Horz:1-2=-130,2-3=-133 • 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Q. Uniform Loads(plf) Vert:.t-2=44,23=37,2-4=-12 Horz:1-2=-56,23=49 Continued on page 2 04/0 9 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 Job Truss Truss Type Qty Ply 46 NORTH ST.MA 23044R 602 JACK 4 1 Job Reference (optional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:47 2009 Page 2 LOAD CAS S El ) 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 t. Uniform Loads(plf) Vert:1-2=18,2-3=51,24=-12 Horz:1-2=-30,23=-63 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 a Uniform Loads(plf) Vert:1-2=20,23=-53,24=-12 Horz:1-2=-32,2-3=41 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=18,2-3=-14,24=-12 Horz:1-2=-30,2-3=2 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 . . Uniform Loads(plf) " Vert:1-2=94,2-3=86,24=-12 Horz:1-2=-106,2-3=-98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-3=86,24=-12 _ Horz:1-2=-106,2-3=-98 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-3=-36,24=-12 Horz:1-2=49,2-3=24 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-3=-36,24=-12 _ Horz:1-2=49,2-3=24 14)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-90,2-3=-20,24=-20 11/04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND `�. INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 AEQ RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-33-07- Job Truss Truss Type - City � Ply 46 NORTH ST.MA 23044R 701 GABLE '1`� 2 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:48 2009 Page 1 16-7-6 33-2-13 16-7-6 16-7-7 5 r• - 6A012 - Z. W II h4 II 4 6 Safi 4 , Sae 3 , .. r ` a4 u 2x4 11 2 e • r e1 eY ei 3A i 16 - 15 14 13 12 :11 10 � 2.411 2.4 II 54= 2.4 11 6a6= 20 11 .4 II 33-2-13 33-2-13 Plate Offsets 3:0-3-0,0-3-0, :03-0 0-3-0 t 2:0-3-0,0-3-0, 14:0-3-0 0-3 0 LOADING(psf) SPACING 2-0-0 + CSI DEFL in (loc) Udell Ud PLATES GRIP TOLL 35.0 Plates Increase 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20. 197/144 (Roof Snow=3 Lumber Increase 1.15 BC 0.19 Vert(rL) n/a n/a 999 _ BCDL 10.0 0.0 Rep e Stress Incr YES WB 0.49 Horz BCLL 0.0 p (TL) 0.01 9 n/a n/a BCDL 10.0 Code IBC2003/TPl2002 (Math)o Weight:103lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed [dun truss erection,in accordance with Stabilizer Installation guida. REACTIONS All bearings 33-2-13. Qb)- Max Horz 1=-307(LC 8) ' Max Uplift All uplift 100 lb or less at joint(s)1,9 except 14=-398(LC 10),15=-380(LC 10),16=-439(LC 10),12=-398(LC 10). 11=-380(LC 10).10=-439(LC 10) " Max Grav All reactions 250 lb or less at joint(s)1,9 except 13=391(LC 1),14=618(LC 2).15=550(LC 2),16=648(LC 2), ' 12=618(LC 3),11=550(LC 3),10=648(LC 3) 1 FORCES Qb)-Max Comp./Max Ten.-Al forces 250 ob)or less except when shown. TOP CHORD 1-2=-192/254,3-4=-207/299,45=-206/532,5-0=-172/532,6-7=-150/299 BOT CHORD 1-16=-143/251,15-16=-143/251,14-15=-144/259,13-14=-144/259,12-13=-144/259, 11-12=-144/259,10.11=-140/251,9-10=-140/251 WEBS 5.13=313/25,4-14=536/472,315=-481/463,2-16=527/488,6-12=536/472,7-11=-481/463, 8-10=-527/488 NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.II;EV C;partially;MWFRS(all heights)and C-C E2derior(2)zone;cantilever left and right elposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ` 2)TCLL:ASCE 7-02;Pf=35.0 psf(eat roof snow);Category 11;E7p C;Partially Ev.;Ct=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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1,9 except Qt=lb)14=398,15=380, 16=439,12=398,11=380,10=439. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) �'(}� Vert:1-5=-90,5-9=-90,1-9=-20 s,4 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=11.15 Uniform Loads(plf) TIM(?ri IYrI Vert:1-5=-125,5.9=-20,1-9=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 I:aCH'A E Uniform Loads(plf) Vert:1-5=-20,5-9=-125,1-9=-20 CIVIL_. : 4)IBC BC Live:Lumber Increase=1.25,Plate Increase-1.25 0•'3{}2 Uniform Loads(plf) t F Vert:15=-20,5-9=-20,1-9=-40 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 "� RELIABLE TRUSS AND COMPONENTS,INC. - RT-9013-13-07 Job Truss Truss Type Qty Ply 46 NORTH ST.MA 23044R 701 GABLE 2 1 • Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - w 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:48 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-5=92,5-9=92,1-9=-12 Horz:15=-104,5-9=104 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 , Uniform Loads(plf) Vert:1-5=37,5-9=51,1-9=-12 Horz:1-5=-49,5-9=63 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 i Uniform Loads(plf) Vert:1-5=51,5-9=37,1-9=-12 „ Horz:1-5=53,5-9=49 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-53,5-9=-14,1-9=-12 Horz:1-5=41,5-9=-2 x 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-14.5-9=-53,1-9=-12 Horz:1-5=2,5.9=-41 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=86,5-9=86,1-9=-12 Horz:1-5=-98,5-9=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=86,5-9=86,1-9=-12 Horz:1-5=-98,5-9=98 ; 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-36,5-9=-36,1-9=-12 - Horz:1-5=24,5-9=-24 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-36,5-9=-36,1-9=-12 ` Horz:1-5=24,5-9=-24 y a ' w 11/04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-901 3.13-07 f Job Truss Truss Type _A7Oty Ply 46 NORTH ST.MA 23044R 702 GABLE - 2 1 - Job Reference o tional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill _ 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:49 2009 Page 1 13-11-6 27-10-13 13-115 13-11-7 Swb=1,45A a 4 BDO 12 V, ac4 II - - 2.4 II B 5 1 sa 2 B T T 7 B1 B7 3X10 i 12' • - 11 • - - '10 9 8 a10 214 II 2rd II - 5aB= N4 II W 11 • d 27-10-13 i 27-10-13 Plate Offsets 1:0-5-2 0-1-0 2:0-3-8;0-3-0, 6:0-3-8,0-3-0, :052,0-1-8 10:03-0,03-0 LOADING(psf)TCLI SPACING 2-0-0 r CSI DEFL in (loc) Vdefl l/d PLATES' GRIP (Roo 35.0 Plates Increase 1.15 TC 0.63 Vert(LL) Na n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.35 .. Vert n1aTCDL 10.0 Re Stress Incr YES WB 0.36 Horzrn) .01 - n/a 999 BCLL 0.0 P (TL) 0.01 7 Na n/a - BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:82lb LUMBER - BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 - BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. OTHERS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation uide, REACTIONS All bearings 27-10-13. - (lb)- Max Horz 1=-256(LC 8) Max Uplift All uplift 100lb or less atjoint(s)except 11=344(LC 10),12=-540(LC 10),9=-344(LC 10),8=-540(LC 10).1=-118(LC 10),7=-118(LC 10) " Max Grav All reactions 250 lb or less at joint(s)except 10=422(LC 1),11=539(LC 2),12=788(LC 2),9=539(LC 3).8=788(LC 3). 1=334(LC 2),7=334(LC 3) FORCES (lb)-Max.CompJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=-175/432,45=158/432 WEBS 4-10=-330/8,3-11=-488/431,2-12=-028/587,5.9=-488/431,6-8=528/587 NOTES - 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eaoe=5ft;Cat.11;Exp C;partially;MWFRS(all heights)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 7-02;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. w a 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. - "• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3441b uplift atjoint 11,5401b uplift atjoint 12,3441b uplift at joint 9,5401b uplift at joint 8,1181b uplift at joint 1 and 1181b uplift at joint 7. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASES) - 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14=-90,4-7=-90,1-7=-20 4 , 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase 1.15 Uniform Loads(plf) ti 0IAf Vert:1.4=-125,4-7=-20,1-7=-20 Sti� �sS Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 3Uniform Loads(pIf) Vert.1-4=-20,4-7=-125,1-7=-2o' T� �}TN Y G, 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 1'� n APELLEs Uniform Loads(plf) 'Vert:1-4=-20,4-7=-20,1-7=40 QVIL 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIQ 30 Vert:1-4=92,4-7=92,1-7=-12 , Q' Horz:14=-104,4-7=104 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 �C^ Continued on page 2 04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 f , Job Truss Truss Type Qty Ply ]46NORTHST.MA 23044R 702 GABLE - .2 -^ 1 - Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:49 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-4=37,4-7=51,1-7=-12 ; Horz:1-4=-49,4-7=63 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=51,4-7=37,1-7=-12 Horz:1-4=-63,4-7=49 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 " Uniform Loads(plf) Vert:1-4=-53,4-7=-14,1-7=-12 Horz:1-4=41,4-7=-2 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=14,4-7=-53,1-7=-12 Horz:1-4=2,4-7=-41 t 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) a Vert:1-3=86,4-7=86,1-7=-12 " ` r Horz:1-4=-98,4-7=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 ` Uniform Loads(plf) r Vert:1-4=86,4-7=86,1-7=-12 Horz:1-4=98,4-7=98 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4=-36,4-7=-36,1-7=-12 Horz:1-4=24,4-7=-24 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-4=-36,4-7=-36,1-7=-12 Horz:1-4=24,4-7=-24 11/04/09 Warningl —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - - RT-901 3.13-07 Job Truss Truss Type Qty GABLE 2 1 Ply 46 NORTH ST.MA 23044R 703 " Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:50 2009 Page 1 11-3-6 22-6-13 11-3-6 11-3-7 1.e= BDB 12 hd II y ' 52\4 II # - 3 1 f 2xd II ,, 82c4 II 2 T - s \, T 1 Bl Bt to 9 8 aid 2xd II 2dd II sas= 2.411 - 20 II 22-6-13 ^ 22-&13 Plate Offsets 10:0-3-0 0-3-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 6.31 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow-- 35.0) Lumber Increase 1.15 BC 0.10 "''Vert TCDL 10.0 (rL) n/a - n/a 999 - BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IBC2003lrP12002 (Matrix) Weight:64lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 221r13. (lb)- Max Horz 1=204(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1,7,10 except 11=400(LC 10),12=-365(LC 10),9=•400(LC 10),8=-365(LC 10) Max Grav All reactions 250 lb or less at joint(s)1,7 except 10=387(LC 1).11=620(LC 2),12=525(LC 2),9=620(LC 3),8=525(LC 3) FORCES (lb)-Max CompJMax Ten.-All forces 250(Ib)or less except when shown. „ TOP CHORD 34=-166/347,45=-166/347 WEBS 4-10=308/64,3-11=540/480,2-12=440/422,5-9=-540/480,6-8=-440/422 NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39fl;eave=5ft;Cat.11;E)p C+partially;MWFRS(all heights)and C-C Exterior(2)zone;cantilever left and right e)posed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip D0L=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcun'ent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,10 except Ot=lb)11=400,12=365, 9=400,8=365. 7)This truss is designed in accordance with the 2003 Intemational Budding Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) s 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIQ Vert:14=-90,4-7=-90,1-7=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-125,4-7=-20,1-7=-20 ZN OF A4,q 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 SS Uniform Loads(plf) Vert:14=20,4-7=-125,1-7=-20 �' �'• 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 f�MOTHY'.L c Uniform Loads(plf) i 0C.HAPELLEj Vert:1 4=-20,4-7=40,1-7=40 n 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 CIVIL Uniform Loads(plf) Vert:14=92,4-7=92,1-7=42 Horz:14=-104,4-7=104 e 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3.13-07 I Job Truss Truss Type Qty Ply; 46 NORTH ST.MA 44 230R 703 GABLE 2 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:50 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:14=37,4-7=51,1-7=-12 ' Horz:14=49,4-7=63 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=51,4-7=37,1-7-12 Horz:14=-63,4-7=49 , 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=-53,4-7=-14,1-7=-12 Horz:14=41,4-7=-2 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=-14,4-7=-53,1-7=-12 Horz:14=2,4-7=41 10)MWFRS 1 st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 (' Uniform Loads(plf) Vert:14=86,4-7=86,1-7=-12 Horz:14=-98,4-7=98 , 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=86,4-7=86,1-7=-12 _ Horz:14=-98,4-7=98 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=-36,4-7=-36,1-7=-12 Horz:14=24,4-7=-24 r 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 ° Uniform Loads(plf) Vert:14=-36,4-7=-36,1-7=-12 Horz:14=24,4-7=-24 r 11/04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 -.-� RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3.13-07 Jab Truss Truss Type Oty Ply 46 NORTH ST.MA 23044R 11, GABLE 2 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:50 2W9 Page 1 8-7-7 17-2-13 8-7-7 8-7-7 T Sala=12BD dw= n 3' .. em 12 lid II " d h4 II ' 2 T T 5 B1 B1 B 7 6 4.4. 2.4 II + 5.6 o W II 4.4,1 17-2-13 17-2-13 Plate Offsets :0-3-0,04-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.33 Vert(LL) Na n/a 999 MT20 1971144 (Roof Snow 35.0) Lumber Increase 1.15 BC, 0.18 Vert(TL) Na n/a 999 TCDL 10.0 Re Stress Incr YES WB 0.12 Horz BCLL 0.0 p .• (fL) 0.00 5 Na Na BCDL 10.0 Code IBC2003/TPI2002 (Matrix) Weight:461b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or B-0-0 oc puriins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection,in accordance with Stabilizer Installation uide. REACTIONS All bearings 17-2-13. (Ib)- Max Horz 1=-153(LC 8) ° Max Uplift All uplift 100lb or less at joints)7 except 1=-107(LC 10),5=-107(LC 10),8=-446(LC 10),6=-046(LC 10) 4 Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=365(LC1),8=680(LC 2),6=680(LC 3) FORCES (lb)-.Max Comp./Max Ten.=All forces 250(lb)or less except when shown."'• R TOP CHORD 2-3=-167/252,3.4=-167/252 WEBS 3-7=-001/144,2-8=-561/494,4-6=-561/494 r NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;B=Oft;L=39ft;eave=5ft;Cat.11;Exp C;partially;MWFRS(all heights)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 7-02;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except at=lb)1=107,5=107.8=446, 6=446. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-90,35=-90,15=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 i Uniform Loads(plf) Vert:1-3=-125,3-5=-20,15=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 �"� Uniform Loads(plf) s Vert:1-3=-20,35=-125,15=-20 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 o T}MOTHY L G Uniform Loads(plf) N. Vert:1-3=-20,3-5=-20,1-5=40 LaCH' ELL.E 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 0 Uniform Loads(plf) Col C���L Uj Vert:1-3=92,3-5=92,1-5=-12 ^ Horz:1-3=-104,3-5=104 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 r Continued on page 2 04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13 07 Job Truss Truss Type - Oty Ply 46 NORTH ST.MA 23044R 704 GABLE 2 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:50 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:13=37,3.5=51,1-5=-12 Horz:13=49,35=63 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:13=51,3-5=37,1-5=-12 Horz:1-3=33,3-5=49 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pm Vert:1-3=53,3-5=-14,1-5=-12 Horz:1-3=41,3-5=-2 e 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-14,3-5=-53,1-5=12 Horz:1-3=2,3-5=41 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=86,3-5=86,1-5=12 Horz:1-3=-98,3-5=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=86,3-5=86,1-5=12 Horz:1-3=-98,3-5=98 r +, 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,3-5=-36,1-5=-12 Horz:1-3=24,3-5=-24 Y 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-36,3-5=-36,1-5=-12 Horz:1-3=24,3-5=-24 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-9013-13-07 Job Truss Truss Type Oty Ply. �46.NORTH ST.MA 23044R 705 GABLE 2 1 Job Reference o tional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:512009 Page 1 5-11-7 11-10-13 5-11-7 5-11-7 • - ` - Snb=1:19A 4.4 6X FIT b4 II d Z,II r 2 sT2 ' .• - ST1 ST1 Ll 1 R 9 r S d[d i ^ A hd II a3 II hd II 4w4 O 11-10-13. 1 - - 11-10-13 , .. LOADING(psf) TCLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud' PLATES' GRIP' TCLL Plates Increase 1.15 . TC 0.24 Vert(LL) n/a n/a 999 'MT20 197/144 (Roof Snow 35.0) Lumber Increase 1.15 BC 0.14 Vert(R) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a ~ BCLL 0.0 BCDL 10.0 Code IBC2003/TPI2002 ...(Matri)) Weight:31 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 %TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. OTHERS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed dunn truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-10-13. (lb)- Max Horz 1=102(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1,5,7 e)9cept 8=337(LC 10),6=337(LC 10) Max Grav All reactions 250 lb or less at joint(s)1,5,7 except 8=501(LC 2),6=501(LC 3) FORCES (lb)-Max CompJMax Ten:-All forces 250(lb)or less exepl when shown. WEBS 2-8=-395/393,4.6=-395/393 NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.Il;Exp C;partially;MWFRS(all heights)and C-C E;derior(2)zone;cantilever left and right elposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -s 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;E)p C;Partially Exp.;Ct=1 h 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1,5,7 wept Qt=lb)8=337,6=337. 7)This truss is designed in accordance with the 2003 Intemational Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) ° 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 y , Uniform Loads(plf) Vert:13=-90,3-5=-90,1-5=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:13=125,35=-20,15=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 , Uniform Loads(plf) Vert:13=-20,3-5=-125,15=-20 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1,25 � { Af� Uniform Loads(plf) ` 1 � +SS Vert:1-3=-20,3-t=-20,1-5=40 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:13=101,3-5=101,15=-12IaCHAPEILEs fi Horz:13=-113,35=113 *r 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 (Q,Z i, Uniform Loads(plf) O Vert:13=37,35=51:15=-12 Horz:13=-49,3-5=63 0" 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 t . .. Continued on page2 ~~ 04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - -- RT-9013-13-07 Job Truss Truss Type ]C2 ty Ply 46 NORTH ST.MA 23044R 705 GABLE 1 Job Reference(optional), Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:51 2009 Page 2 LOAD CASE(S) ar e Uniform Loads(plf) Vert:1-3=51,35=37,15=-12 Horz:1-3=-63,35=49 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-53,3-5=-14,1-5=-12 Horz:1-3=41,3-5=-2 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-14,3-5=53,1-5=12 Horz:1-3=2,3-5=-01 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) ^ Vert:1-3=86,3-5=86,1-5=-12 Horz:1-3=-98,3-5=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) �9 Vert:1-3=86,3-5=86,1-5=-12 „• . Horz:1-3=-98,3-5=98 - 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) " Vert:1-3=-36,3-5=-36,1-5=-12 Horz:1-3=24,3-5=-24 ; 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=11.60 Uniform Loads(plf) Vert:1-3=-36,3.5=-36,1-5=-12 Horz:1-3=24,3-5=-24 I f • j 11/04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND .� INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-9013-13-07 - Job Truss Truss Type City Ply, - 46 NORTH ST.MA 23044R 706 GABLE 2 1 Jab Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:51 2009 Page 1 3-3-7 6-6-13 3.3-7 3-3-7 • Scab-1:12A 2 b BAOr ' .S �^ 3 1 , 51 6-6-13 y 6-r13 Plate Offsets 2:0-2.0,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) ' I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.26 Vert(LL) n/a n/a 999 MT20 1971144 (Roof Snow 3 Lumber Increase 1.15 BC 0.31 Vert(TL) n/a n/a 999 BCDL 100.0.0 Rep Stress Incr YES ,_ WB 0.00 Horz(rL) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TPI2002 (Matri> Weight:14lb • LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or'10-"oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dunn truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=28816-6-1 3, 3=288/6-6-13, Max Horz 1=51(LC 8) ' Max Upliftl=-1 94(LC 10),3=-194(LC.10) Max Grav 1=311(LC 2),3=311(LC 3) FORCES (Ib)-.Max.CompJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-302/342,2-3=302/342 r NOTES R 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.II;EV C;partially;MWFRS(all heights)and C-C E)derior(2)zone;cantilever left and right eposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1 , 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. ' 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=194,3=194. 7)This truss is designed in accordance with the 2003 international Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 r ' Uniform Loads(plf) Vert:1-2=-90,2-3=-90,1-3=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-125,2-3=-20,1-3=-20 ' 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 ' Uniform Loads(plf) Vert:1-2=-20,2-3=-125,1-3=-2U - L 16.0 �qS 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loadg(pI0 Vert:1-2=-20,2-3=-20,13=-40TlIVIOTHY L 5)C-C Wind.Lumber Increase=1.60,Plate Increase=1.60 tf1 Uniform Loads(plf) 41� Vert:1-2=117.2-3=117,13=-12 r LaCHAPEIt E Horz:1-2=-129,23=129- i �# QVIL 1 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 a 30 Uniform Loads(plf) Vert:1-2=37,23=51,13=-12 Horz:1-2=-49,23=63 t 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 04109 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - RT-9013-13-07 Job Truss Truss Type Oty Ply 46 NORTH ST.MA 23044R 706 GABLE 2 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:512009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=51,2-3=37,1-3=-12 Horz:1-2=-63,2-3=49 8)MWFRS Wind Left Posithe:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-53,2-3=-14,1-3=-12 Horz:1-2=41,2-3=-2 9)MWFRS Wind Right PosiGoe:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-53,1-3=-12 Horz:1-2=2,2-3=-41 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=86,2-3=86,1-3=-12 Horz:1-2=-98,2-3=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=86,2-3=86,1-3=-12 Horz:1-2=-98,2-3=98 #w 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-36,2-3=-36,1-3=-12 Horz:1-2=24,2-3=-24 13)MWFRS 2nd Wind Parallel Positiee:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36,2-3=-36,1-3=-12 Horz:1-2=24,2-3=-24 - 1 11/04/09 Warningl —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2- RELIABLE TRUSS AND COMPONENTS,INC. - RT-9013-13-07 Job Truss Truss Type _ Qty Ply 46 NORTH ST.MA 23044R 707 GABLE 4" 1 "•F 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill +` 7.140 s Jun 24 2009 MiTek Industries,Inc.•Sat Oct 2412:22:52 2009 Page 1 3 10 8 - r 7_0 4 w F 3-10-8 3-10-8 z c. h6= y`,l tea. YZ. .... t ,.d... 3 > 4 " t ,_ 7-M Plate Offsets 2:0-2-0,Ed a s. LOADING(psf) SPACING '2 0-0 'R CSI `DEFIL';. in (loc) I/defl ,L/d W PLATES_ GRIP r . TCLL 35,0(Roof Snow3 Plates Increase 1.15 * TC .0.37 Vert(LL) n/a n/a 999: MT20, 197/144 Lumber Increase 1.15 '" BC 0.46 Vert TCDL 100.0.0 , a. Y.M% (ft) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES y ,WB '.0.00 Horgri-) 0.00 3 n/a n/a �, - BCDL 10.0 Code IBC2003/TPI2002' d (Matri1Q , +'e-Weight 17 Ib a„ LUMBER * BRACING TOP CHORD 2 X 4 SPF No.2 a ,TOP CHORD Structural wood sheathing-directly applied or 64)-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. " 'MiTek recommends that Stabilizers and required cross bracing be installed ` dudn truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=353f7-9-0, 3=353R-9-0 Max Horz 1=-02(LC 8) f +¢ A # Max Upliftl=-238(LC 10),3=-238(LC 10) Max Grav 1=381(LC 2).3=381(LC 3) - ? FORCES (lb)-Max CompJMax Ten.-All forces 250(lb)or less except when shown.- TOP CHORD 172=-371/405,2-0=-371/405 f BOT CHORD 1-3=-254/284 _, h NOTES 1 Wind:ASCE 7-02;120m h;TCDL=6.0 sf;BCDL=6.0 sf,h=25ft,B 0ft;L=39ft;eave=sit,Cat.11;p p p E-V C,partially;MWFRS(all heights)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 7-02;Pf=35.0 psf(flat roof snow);Category 11;E)p C;Partially E)9.;Cl=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 nonconcurent with any other live loads,' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)except Qt=lb)1=238,3=238. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPI 1. LOAD CASE(S) a r9+' { ' 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-90,2-3=-90,1-3=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1,15 Uniform Loads(plf) Vert:1-2=-125.2-3=-20,13=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase 11.15 , r •. v Uniform Loads(plf) Vert:1-2=-20,23=-125.13=-20 4)IBQ BC Live:Lumber Increase=1.25,Plate Increase 1.25 Uniform Loads(plo Vert:1-2=-20,23=-20:1-3=40 P' y F. � 4" c C)C) TIM©�'HY"L �G• 5)C-C Wind Lumber Increase=1.60,Plate Increase=l 60 g �aCiH�1PEE.1 'Uniform Loads{plf) a� Q' ���� ,,{ CIVILVert 1-2=112,23=112 13 -12 r Y + U Horz,,1-2=124;2-3=124 I ) 6)MWFRS Wind Left:Lumber Increase=1.60 Plate Increase 1.60 Uniform Loads(plf) Vert:1-2=37,23=51,1-3=-12 :t r Horz:1=2=-49,23=63 Continued on page 2 04/09 Warningl —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 E ` RELIABLE TRUSS AND COMPONENTS,INC. ` - - RT-901 3-13-07 - ' Job Truss Truss Type Qty, Ply 46 NORTH ST.MA 23044R 707 GABLE 1 1 - u Job Reference optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill 3 7.140 s Jun 24 2009 Mil ek Industries,Inc. Sat Oct 24 12:22:52 2009 Page 2 LOAD CASE(S) 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) p= + a, Vert:1-2=51,23=37,13=-12 Horz:1-2=33,23=49 1`r 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 .. Uniform Loads(plf) µtl' Vert:1-2=-53,23=-14,1-3=-12 Horz:1-2=41,2-3=-2 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 b Uniform Loads(plf) Vert:1-2=-14,2-3=-53,1-3=-12 Horz:1-2=2,2-3=41 ` 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ' € < .. .r Vert:1-2=86,2-3=86,1-3=-12 Horz:1-2=-98,2-3=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=86,2-3=86,1-3=-12 ` # Horz:1-2=-98,2-3=98 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-36 2-3=-36 1-3=-12 o ^H rz:1-2-24,2-3-24 E , 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) + ' Vert:1-2=-36,2-3=-36,1-3=-12 Horz 1-2=24,2-3=-24 r * a r r T e , a -. .. w r, _ n # f k' 'Se - a.�i �' nit nt �Y x ,.#�E. •? - :. 11/04/09 Warning!—Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 Job Truss Truss Type - Qty Ply. 46 NORTH ST.MA 23044R 708 GABLE � 1 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat_Oct 2412:22:52 2009 Page 1 1-10-8 3-9-0 1-10-8 1-10-8 ' 3.4= Sok=1:72 Z 3 1 T 'n B1 ' 3-9-0 3-9-0 Plate Offsets 2:0.2-0,Ed e LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP- TCLL 35.0 Plates Increase 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow 3 Lumber Increase 1.15 BC 0.07 Vert(fL) n/a - n/a 999 BCDL 100.0.0 Rep Stress Incr YES WE. O.00 Horz(IL) 0.00 3 - n/a n/a BCDL 10.0 BC 0.0 Code IBC2003/TPI2002 {Matrix) Weight:716 i LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation guide REACTIONS (lb/size) 1=133/3.9-0, 3=133/3.9-0 , Max Harz 1=-24(LC 8) Max Upliftl=-89(LC 10),3=-89(LC 10) Max Grav 1=143(LC 2),3=143(LC 3) FORCES.(lb)-Max CompJMax Ten.-All forces 250(Ib)or less except when shown. NOTES _ 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.11;Exp C;partially;MWFRS(all heights)and C-C Erdedor(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 7-02;Pf=35.0 psf(flat roof snow);Category II;E)p C;Partially EXp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 7)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPF 1. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) e t Vert:1-2=-90,2-3=-90,13=-20 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ` Vert:1-2=-125,23=-20,13=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) > Vert:1-2=-20,2-3=-125,1-3=-20 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 N - Uniform Loads(plf) Ve¢:1-2=-20,2-3=-20,1-3=40 5)C-C Wind:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) 1MDTHY S' Vert:1-2=121,23=121,1-3=-12 Harz:1-2=-133,2-3=133 l:zCHARELLE 6)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 U CiVIL Uniform Loads(plf) �. {} Vert:1-2=37,23=51,1-3=-12 Harz:1-2=49,2-3=63 0 7)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 04/09 Warnings —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. — - - RT-901 3-13-07 Job Truss Truss Type Qty Ply �46 NORTH ST.MA 23044R 708 GABLE � 1 . 1 • Job Reference o tional Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 7.140 s Jun 24 2009 MiTek Industries,Inc. Sal Oct 24 12:22:52 2009 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-2=51,2-3=37,1-3=-12 Harz:1-2=-63,2-3=49 8)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 , Uniform Loads(plf) Vert:1-2=-53,2-3=-14,1-3=-12 Harz:1-2=41,2-3=-2 9)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-53,1-3=-12 Harz:1-2=2,2-3=-41 10)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=86,2-3=86,1-3=-12 Harz:1-2=-98,2-3=98 11)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=86,2-3=86,1-3=-12 Harz:1-2=-98,2-3=98 12)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 _ Uniform Loads(plf) Vert:1-2=-36,2-3=-36,1-3=-12 Harz:1-2=24,2-3=-24 13)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=36,2-3=-36,1-3=-12 Harz:1-2=24,2-3=-24 11/04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-9013-13-07 ' Job Truss Truss Type Qty Ply 46 NORTH ST.MA 23044R 900 HIP 1, 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:52 2009 Page 1 -1-a12 3-9-0 8-3-0 12-0-0 13-0-12 , 1-0-12 3-9-0 4-" 3-9-0 1 0 12 S.1, 1234 4i 4a= - « 3 - 4. T2 - 6DD 12 , W1 W1 T1 T1 8 ' 2 , e 4 p 82 4 11 LU32d dz4= SUL24 L.24 5�= LU32d 3-90 8-3-0 12-0-0 3-9-0 4-6-0. 3-9-0 Plate Offsets 2:0-0-3,0.13, 3:04-8,0-1-12, 4:04-8,0.1-12, 5:0-0-3,0-1-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.06 7-8 >999 240 MT20 197/144, (Roof Snow--35.0) Lumber Increase 1.15 BC. 0.42 Vert(R) -0.10 7-8 >999 180 BCDL 100.0.0 Rep Stress Ina NO WB 0.24 Horz(rL) 0.02 -5 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 BCDL 10.0 (Matrix) Weight:461b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 or.purlins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. WEBS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during urin truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1326/0-", 5=1326/0-0 0 t Max Horz 2=80(LC 8) Max Uplift2=-875(LC 9),5=-875(LC 9) Max Grav 2=1 522(LC 2),5=1522(LC 3) a4 FORCES (lb)-Max CompJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD. 2-3=-2347/1274,3.4=-1963/1202,45=-2341/1266. BOT CHORD 2-8=-956/1940,8.9=-970/1972,7-9=-970/1972,5-7=-949/1934 WEBS 3-8=-291/663,4-7=-298/709 NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.II;Exp C;partially;MWFRS(all heights);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=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 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except Qt=lb)2=875,5=875. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)Use Simpson Strong-Tie SUL24(4-10d Girder,4-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 3-9-0 from the left end to connect truss(es)902(1 ply 2 X 4 SPF)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-1 Od Truss,Single Ply Girder)or equivalent spaced at 1-11-4 oc max starting at 4-0-12 from the left end to 7-114 to connect truss(es)601(1 ply 2 X 4 SPF) to front face of bottom chord. 11)Use Simpson Strong-Tie SUR24(4-10d Girder,4-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent at 8-3-0 from the left end to connect truss(es)902(1 ply 2 X 4 SPF) to front face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 12)Fill all nail holes where hanger is in contact with lumber. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). l' �Ss� LbAD CASE(s) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptQ LaCHAPEta_E> Vert:13=-90,3-1=-90,4-0=-90,25=-20 O CIVIL Y Concentrated Loads Qb) Vert:8=471(F)7=471(F)9=-205(F) 2)Unbal.Snow-left:Lumber Increase=1.15,Plate Increase=1,15 Uniform Loads(plf) 1 {� Vert:13=-125,3-4=-125,45=-20,2-5=-20 F r Concentrated Loads(lb) Vert:8=471(F)7=471(F)9=-205(F) 4 Continued on page 2 04/09 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 i Job Truss TIlulss Type Qty Ply 46 NORTH ST.MA 23044R900 1 F i1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,Mark Pasquill - 4f 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:52 2009 Page 2 LOAD CASE(S) 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20,34=125,4.6=125,2.5=20 Concentrated Loads(lb) Vert:8=471(F)7=471(F)9=-205(F) 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=20,34=-20,45=-20,2-5=-40 t Concentrated Loads(Ib) Vert:8=-157(F)7=-157(F)9=-60(F) 5)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) " Vert:1-2=44,23=37,34=72,4-5=51,55=18,2-5=-12 Horz:1-2=-56,2-3=49,4-5=63,55=30 , Y� s Concentrated Loads(lb) Vert:8=268(F)7=268(F)9=121(F) Al 6)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=51,3-0=72,45=37,5.6=44,2-5=12 Horz:1-2=30,2-3=53,4-5=49,55=56 , Concentrated Loads(lb) Vert:8=268(F)7=268(F)9=121(F) 7)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,2-3=-53,34=-36,45=-14,5.6=18,2-5=-12 " Horz:1-2=-32,23=41,4-5=-2,55=30 Concentrated Loads(Ib) ; Vert:8=268(F)7=268(F)9=121(F) 8)MWFRS Wind Right Positive:Lumberincrease=1.60,Plate Increase=1.60 v Uniform Loads(plf) Vert:1-2=18,2-3=-14,34=-36,4-5=53,55=20,2-5=-12 Horz:1-2=-30,2-3=2,4-5=41,5-6=32 Concentrated Loads(Ib) Vert:8=268(F)7=268(F)9=121(F) 9)MWFRS 1 st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 -, Uniform Loads(plf) ` Vert:1-2=94,2-3=86,34=86,4-5=86,55=94,2-5=-12 Horz:1-2=-106,2-3=-98,4-5=98,5.6=106 Concentrated Loads(Ib) Vert:8=268(F)7=268(F)9=121(F) i 10)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) - Vert:1-2=94,2-3=86,3.4=86,4-5=86,55=94,2-5=-12 " Horz:1-2=-106,2-3=98,45=98,55=106 Concentrated Loads(lb) Vert:8=268(F)7=268(F)9=121(F) " 11)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37,2-3=-36,34=-36,45=-36,5-6 37,•2-5=-12" r Horz:1-2=49,2-3=24,4-5=24,56=49 Concentrated Loads(lb) # _ Vert:8=268(F)7=268(F)9=121(F) 12)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(ptQ " Vert:1-2=37,2-3=-36,34=36,4-5=-36,55=37,2-5=-12 " Horz.:1-2=49,2-3=24,4-5=-24,5-6=49 Concentrated Loads(lb) » Vert:8=268(F)7=268(F)9=1 21(F) _+ 13)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1-2=-90,2-3=-20,34=-20,4-5=-20,5.6=-90,2-5=-20 Concentrated Loads(lb) Vert:8=-82(F)7=-82(F)9=-30(9 e.. 11/04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 IJob ;ss Truss Type Qty Ply 46 NORTH ST.MA 23044R TRIPLE HOWE 2 _ 3 Jab Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745,MarkPasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:54 2009 Page 1 5 10 12 10 5-2 1411-9 19b0 240 7 '. 28 6 14 I'll 39-0-0 5-10-12 ' 4-6-7 4 6 7 4�W7 4(r7 4 6 7 4_" 5-10-12 a S.1a 1:6810 .. W2MT18HII - 5 a • 6M 12 e. W2 i Bc12 v ` 4 fi.. 1OT10 i 10vm a 3 1 6 7 2 v 6 T Ia T+ 8,18 MT18H i 'U18 MT18Hl Fr et z a, ie 17 18 18 19 2015 21 22 14 23 24 13 25 26 12 27 28 11 29 30 10 31 32 33 3x1011 12.12= 12t18Mr18H= " OX16 II 1N18Mr18H= 1202= wo 11 s 10 1z 10 s z 1411•s 1s1r0 W7 2M14 33 1-4 39-0-0 5-10-12 ' 4-17 ' 4�r7 45 7 4-17 a�r7 4 Cr7 510 12 Plate Offsets 1:0-510 0-", 9:0-5-10 0- 0, l l:42-8,0.6 0, 12:0-9-0,0-7-8, 14:0-9-0,0-7-8 15:0-2-8,0-6-0 LOADING(psf) SPACING 2-M CSI ES DEFL in (loc) Udefl Ud PLAT GRIP (Roof Snow3 TCLL 350) Plates Increase 1.15 TC 0.72 Vert(LL) -0.54 11-12 >861 240 MT20 197/144 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.92 11-12 >501 180 MT18H 197/144 TCLL 10.0.0 Re Stress Incr YES WB 0.97 Horz BCLL 0.0 0 (TL) 0.25 9 Na Na BCDL 10.0 Code IBC2003/TP12002 (Matri)) Weight:1003lb LUMBER BRACING TOP CHORD 2 X 6 SYP M 23 TOP CHORD Structural wood sheathing directly applied or 3511 oc pudins. BOT CHORD 2 X 10 SYP M 23 BOT CHORD Rigid ceiling directly applied or 104).0 oc bracing. WEBS 2 X 3 SPF No.2'Ezcept• W5,W4,W6:2 X 4 SPF No.2,W7:2 X 4 SPF 210OF 1.8E REAC71lN1S (lb/size) 1=22620/0-6-5(input: 0-5-8),9=23704/0-6-9(input: 0-5-8)"a w Max Horz 1=372(LC 8) Max Upliftl=-9552(LC 9),9=-9981(LC 9) Max Grav 1=22789(LC 2),9=23873(LC 3) r y FORCES (lb)-Max Comp./Max Ten.-All forces 250 Qb)or less except when shown.- TOP CHORD 1-2=42993/18034,2-0=-38090/16197;'34=-02058/13766,"=-26604/11597,5.6=-26604/11597, 6-7=-32081/13774,7-8=38159/16224,8-9=-43110/18080 ' BOT CHORD 1-17=-15879/38113,17-18=15879/38113,16-18=-15879/38113,16-19=-15879/38113, 19-20=-15879/38113,15-20=-15879/38113,15-21=-14103/34053,21-22=-14103/34053, ; 14-22=-14103/34053,1423=-11656/28524,23-24=-11656/28524,13-24=-11656/28524; 13-25=-11664/28544,25-26=-11664/28544,12-26=-11664/28544,12-27=-14127/34113, 27-28=-14127/34113,11-28=-14127/34113,11-29=-15922/38221,2930=-15922/38221, 1 030=-1 592 2/382 21,10-31=-15922/38221,31-3 2=-1 5922/38221,3233=-15922/38221, 9.33=-15922/38221 WEBS 2-16=-1837/4738,3-15=3384/8445,4-1 4=-41 7 3/1 0309,5-13=-9643/22545,6-12=-4190/10351, 7-11=3412/8514,8-1 0=-1 856/4781,2-15=4836/2109,3-14=-8627/3714,413=-9219/3947, 6-13=-9258/3962,7-12=-8687/3738,8-11=-4893/2131 NOTES 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2215 lb down and 878 lb up at 2-M,2215 Ito down and 878 lb up at 44)-0,2215 lb down and 878 lb up at 64W,2215 lb down and 878 lb up at 8-M,2215 lb down and 878 lb up at to-",2215 lb down _ and 878 lb up at 12-0-0,2215 lb down and 878 lb up at 14-0-0,2215 lb down and 878 lb up at 16-0-0,2215 lb down and 878 lb up at 18-0-0,2215 lb e down and 878 lb up at 20-0-0,2215 lb down and 878 lb up at 22,-0-0,2215 lb down and 878 lb up at 24-0-0,2215 lb down and 878 lb up at 26-0-0, 2215 lb down and 878 lb up at 28-M,2215 lb down and 878 lb up'At 304)-0,2215 lb down and 878 Ib up at 32-M,2215 lb down and 878 lb up at' 344)-0,and 2215 lb down and 878 lb up at 36-0-0,and 2215 lb down and 878 lb up at 38-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ,� 0Fq. 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: � s Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 10 2 rows at 0-9-0 oc. Webs connected as follows:2 X 3-1 row at 0-9-0 oc,2 X 4-1 row at 0.9-0 oc. L G• Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2215 lb down and 878 lb up at 2-0-0.2215 lb do i. E and 878 lb up at 4-0-0,2215 lb down and 878 lb up at 6.0-0,2215 lb down and 878 lb up at 8-",2215 lb down and 878 lb up at 10.0-0,2215 lb d � aCHAPEII `and 878 lb up at 12-0-0,2215 lb down and 878 lb up at 14-0-0,2215 lb down and 878 lb up at 16-M,2215 lb down and 878 lb up at•18-0-0,2215 QVIL., down and 878 lb up at 20-0-0,2215 lb down and 878 lb up at 22- ,2215 lb down and 878 lb up at 244)-0,2215 lb down and 878 lb up at 26-0 0, 2215 lb down and 878 lb up at 28-0-0,2215 lb down and 878 lb up at 30-M.2215 lb down and 878 lb up at 32-0-0,2215 lb down and 878 lb up at U' 34-0-0,and 2215 lb down and 878 lb up at 36-0-0,and 2215 lb down and 878 lb up at 38-M on bottom chord. The design/selection of such connect` d devices)is the responsibility of others. 3)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(8),unless otherwise indicated. 4)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=5ft;Cat.II;E2p C;partially;MWFRS(all heights);cantilever left and tIl right exposed;Lumber DOL=1.60 plate grip DOL=1.60 l%jT ram;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 04/0 9 Warning! -Verify design parameters and READ NOTES ON THIS AND �! INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. - - - RT-9013-13-07 , Job Truss Truss Type City Ply 46 NORTH ST.MA. 23044R 901 TRIPLE HOWE 2 - 1 3 Job Reference(optional). Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun.24 2009 MiTek Industries,Inc. Sat Oct 24 12:22:54 2009 Page 2 NOTES 6)Unbalanced snow loads have been considered for this design. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)WARNING:Required bearing size atjoint(s)1,9 greater than inputbearing size. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)e)cept(jt=1b)1=9552,9=9981. 11)This truss is designed in accordance with the 2003 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)2215 lb down and 878 lb up at 2.0-0,2215 lb down and 878 lb up at 4-0-0,2215 lb down and 878 lb up at 6-M,2215 lb down and 878 lb up at B-0-0,2215 lb down and 878 lb up at 10-0-0,2215 lb down and 878 lb up at 12-0-0,2215 lb down and 878 lb up at 14-0-0,2215 lb down and 878 lb up at 16-0-0,2215 lb down and 878 lb up at 18.40,2215 lb down and 878 lb up at 20-M,2215 lb down and 878 lb up at 22-0-0,2215 lb down and 878 lb up at 24-0-0,2215 lb down and 878 lb up at 26-0-0,2215 lb down and 878 lb up at 28-0-0.2215 lb down and 878 lb up at 30-M,2215 lb down and 878 lb up at 32.0.0,2215 lb down and 878 lb up at 34.0.0,and 2215 lb down and 878 lb up at 36-M,and 2215 lb down and 878 lb up at 38-M on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-20,1-5=-90,5-9=-90 Concentrated Loads(lb) ' Vert:16=-2215 12=-2215 17=-2215 18=-2215 19=-2215 20=2215 21=-2215 22=-2215 23=-2215 24=-2215 25=-2215 26=-2215 27=-2215 28=-2215 29=-2215 30=-2215 31=-2215 32=-2215 33=-2215 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ph) Vert:1-9=-20,1-5=-125,5-9=20 , Concentrated Loads(Ib) Vert:16=-2215 12=-2215 17=-2215 18=-2215 19=-2215 20=-2215 21=-2215 22=-2215 23=-2215 24=-2215 25=-2215 26=-2215 27=-2215 28=-2215 29=-2215 30=-2215 31=-2215 32=-2215 33=-2215 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-20,1-5=-20,5-9=-125 Concentrated Loads(lb) ; Vert:16=-2215 12=-221517=221518=-221519=-2215 20=2215 21=-2215 22=-2215 23=-2215 24=-2215 25=-2215 26=-2215 27=-2215 28=-2215 29=-2215 30=-2215 31=-2215 32=-2215 33=-2215 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-40,1-5=-20,5-9=-20 Concentrated Loads(lb) Vert:16=-1039 12=-103917=103918=-103919=-1039 20=-1039 21=-1039 22=-1039 23=-1039 24=-1039 25=-1039 26=-1039 27=-1039 28=-1039 29=1039 30=-1039 31=-1039 32=-1039 33=-1039 5)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) y Vert:1-9=-12,1-5=37.5-9=51 Horz:1-5=49,5-9=63 Concentrated Loads(lb) Vert:16=878 12=878 17=878 18=878 19=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=87833=878 6)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 - Uniform Loads(plf) Vert:1-9=-12,1-5=51,5-9=37 Horz:1-5=-63,5-9=49 :'' - Concentrated Loads(lb) Vert:16=878 12=878 17=878 18=878 19=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=878 33=878 7)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-12,1-5=-53,5-9=-14 Horz:1-5=41,5-9=-2 Concentrated Loads(lb) e Vert:16=878 12=878 17=878 18=878 19=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=878 33=878 8)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-12,1-5=-14,5-9=-53, Horz:1-5=2, Concentrated Loads(lb) - Vert:16=878 12=878 17=878 18=878 19=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=878 33=878 9)MWFRS 1st Wind Parallel:Lumber Increase=1.60.Plate Increase=1.60 Uniform Loads(plf) NI Vert:1-9=-12,1-5=86,5-9=86 Horz:1-5=-98,5-9=98 Concentrated Loads(lb) Vert:16=87812=878 17=87818=878 19=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=878 33=878 10)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60,' Uniform Loads(plf) + Vert:1-9=-12,1-5=86,5-9=86 Horz:1-5=-98,5.9=98 Concentrated Loads(lb) Vert:16=878 12=878 17=878 18=87819=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=878 33=878 11)MWFRS 1st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-12,1-5=-36,5-9=-36 Horz:15=24,5-9=-24 Concentrated Loads(Ib) Vert:16=878 12=878 17=878 18=878 19=87820=878 21=878 22=878 23=878 24=878 25=876 26=878 27=878 28=878 29=878 30=878, 31=878 32=878 33=878 !` . 12)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1.60,1Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-12.1-5=-36,&9=-36 Horz:1-5=24,5-9=-24 Concentrated Loads Ob) Vert:16=878 12=878 17=878 18=878 19=878 20=878 21=878 22=878 23=878 24=878 25=878 26=878 27=878 28=878 29=878 30=878 31=878 32=878 33=878 11/04/09 Warningl -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. �. - RT-901 3-13-07 Job - Truss Truss Type ]Qty Ply 46 NORTH ST.MA r: . 23044R 902 MONO TRUSS 2 1 Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:54 2009 Page 1 -1-6-0 5;2-2 1b0 5-2_2 scab-i:14.d 2.4 11 " D . s i 42d 12 wl T1• w 2 f - 6 54 � Ld 11 5.2-Z 5-2-2 Plate Offsets 2:0-0-14,0-2-8 (psf) TCLL 35.0 SPACING 24)-0 CSI DEFL in '(loc) 'I/deft Ud PLATES' " GRIP (Roof Snow=3 Plates Increase 1.15 TC 0.66 Vert(LL) -0.04 24 >999 240 MT20 197/144 (Roo Lumber Increase 1.15 BC 0.29 Vert TCDL 100.0.0 (11) -0.10 2.4 >636 180 BCLL 0.0 Rep_Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2003/TPI2002 (Matri)0 Weight:16lb , LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc pudins, except end verticals: BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2 X 3 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed _ WEDGE Burin truss erection,in accordance with Stabilizer Installation gu de. Left:2 X 3 SPF No.2 REACTIONS (lb/size) 4=243/Mechanical, 2=420/0S11 "° Max Horz 2=230(LC 9) Max Uplift4=214(1-C 9).2=311(LC 9) Max Grav4=286(LC 2).2=538(LC 2) FORCES (lb)-Max Comp./Max Ten.-'All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=Oft;L=39ft;eave=511;Cat.Ih Exp C;partially;MWFRS(all heights);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 J' 2)TCLL:ASCE 7-02;Pf=35.0 psf(flat roof snow);Category II;EV C;Partially Exp.;Cl=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 19.8 psf or 1.00 times flat roof load of 35.0 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)Refer to girder(s)for truss to truss connections. 7)ProNde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb)4=214,2=311. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVI PI 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb down and 93 lb up at 2-9-8,and 56 lb down ` and 93 lb up at 2-9-8 on top chord,and 3 lb up at 2-9-8,and 3 Ib up at 2-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) x 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) .� OF Vert:1-3=-90,2-4=-20 Concentrated Loads(lb) tit Vert:5=27(F=14,B=14)6=3(F=1,B=1) y 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 - �q TIMOTHY.L Uniform Loads(plf) UCHAPE�.LE f .• Vert:1-3=-125,2.4=-20 Concentrated Loads(lb) CIVIL Vert:5=97(F=49,B=49)6=3(F=1,B=1) 3)Unbal.Snow-Right Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 d' Uniform Loads(plf) Vert:13=-20,2-4=-20 f v Concentrated Loads(Ib) a` Vert:5=-113(F=-56,B=-56)6=3(F=1,13=1) L Continued on page 2 04/09 Warning! -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS v AND COMPONENTS,INC. RT-901 3-13-07 i Job Truss Truss Type Qty Ply 7NROeR ST.MA23044R 902 MONO TRUSS 2 ence(option al Reliable Truss &Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.140 s Jun 24 2009 MiTek Industries,Inc. Sat Oct 2412:22:54 2009 Page 2 LOAD CASES) 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 - Uniform Loads(plf) Vert:1-3=-20,24=40 Concentrated Loads(lb) Vert:5=16(F=8,B=8)6=5(F=3,B=3) 5)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=54,2-3=47,24=-12 Harz:1-2=-66,2-3=59 Concentrated Loads(Ib) Vert:5=63(F=31,B=31)6=2(F=1,B=1) } 6)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=50,2-4=-12 Harz:1-2=-30,2-3=•62 Concentrated Loads(lb) , Vert:5=57(F=29,8=29)6=2(F=1,B=1) 7)MWFRS Wind Left Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) - Vert:1-2=32,2-3=41,24=-12 Harz:1-2=44,2-3=29 Concentrated Loads(Ib) Vert:5=186(F=93,B=93)6=2(F=1,8=1) s 8)MWFRS Wind Right Positive:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18.2-3=-15,24=-12 ^ Harz:1-2=-30,2-3=3 ' Concentrated Loads(Ib) Vert:5=149(F=75,B=75)6=2(F=1,B=1) 9)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pM Vert:1-2=94,2-3=86,2-4=-12 Harz:1-2=-106,2-3=-98 Concentrated Loads(lb) Vert:5=7(F=4,8=4)6=2(F=1,B=1) 10)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=94,2-3=86,24=-12 w Harz:1-2=-106,2-3=-98 Concentrated Loads(Ib) Vert:5=7(F=4,B=4)6=2(F=1,B=1) 11)MWFRS 1 st Wind Parallel Positive:Lumber Increase=1.60,Plate Increase=1.60 .t Uniform Loads(plf) Vert:1-2=37,2-3=-36,24=-12 Harz:1-2=49,2-3=24 ' Concentrated Loads(lb) Vert:5=178(F=89,B=89)6=2(F=1;B=1) 12)MWFRS 2nd Wind Parallel Positive:Lumber Increase=1,60,Plate Increase=1.60 , Uniform Loads(plf) Vert:1-2=37,2-3=-36,24=-12 , Harz:1-2=49,2-3=24 Concentrated Loads(lb) Vert:5=178(F=89,B=89)6=2(F=1,B=1) 13)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf). ..Vert:1-2=-90,2-3=-20,24=-20 , Concentrated Loads(lb) Vert:5=16(F=8,B=8)6=3(F=1.13=1) t 11/04/09 Warningl -Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 • i THE NATIONAL LUMBER FAMILY OF COMPANIES NA NO �l ® RELIABLE KITCHEN 4 NATIONAL Pro tAr��e� TRUSS (VIEWS NMMILLWORK %/)l1INSUMM www.national-lumber.com MANSFIELD- NEW BEDFORD -NEWTON -SALEM -GARDNER- BERLIN -BOSCAWEN, NH 200 WELBY ROAD CHARGE R-06204 by kellyc NEW BEDFORD, MA 02 9 :46 AM P1 508-998-7877 Nov. 05/09 Ship to: Customer: »: >SLIP..::Nfi» 46 NORTH STREET 7770411-KS R-06204 OCEANSIDE CONSTRUCTION Customer 46 NORTH STREET 7770411-KS HYANNIS MA 02601 89 LEWIS BAY RD Shipper/Cashier Terminal HYANNIS MA 02601 02648 KRC Tre Tax: 6 . 25% Return Kind: Order Date Shipping Date Customer P.O.# Pre Promised Our P.O.# SsP Helper Driver Unload Method 11/05/09 11/05/09 12550 17 : 00 ( ) ( ) (SJ ) W/ROOF co ............................................... s > > < > < > > > >> i31aEET....................t3NIT........................ <:::>::::DESC IPT : ::>::::>::>::::>::::>::>:::::: ::::::::::::::......::::::>::::;:: ...... :. .. R ...1�31d............................................ . :;::::>::;::>::::::<:::>::>:;::;::::>:<:::.>.::::::>::::.>.::::>::>: ::::>:::<:;.>.::.>.:::::«<;;....::::E�CT°::�NJ i i>::>:<:>::: ........... ...................:.:.::::: :.::::... .:.....:::::::: .............::.............................................................. D :::::::. :::::::::::::::::::::::::::.:: ..........;:;.;:.>;:.; GO .t:.................................. 0) oad:.:::.;:HD:.;:.;;Yard°;Person;:.;:"( 2 200 A00089 ST24H STABILIZER USP EA 200 3 (0) 50PCS/BOX 32BOX/PLT 4 ---------------------- 5 Sub-Total 6 Tax . . . 7 Thanks T 0 T A L 8 ---------------------- 9 10 t 11. ' 12 13 14 15 # 16 17 18 19 20 r 21 r 22 23 24 25 26 27 28 29 ` 30 31 32 33 34 35 36 COPY #2 IIIIIIIIIIIIII II IIIIIII II IIIIIIIIIIIIIIIIIIIIIIIII 091105RO6204 PRINT NAME: SPECIAL ORDERS ARE NOT RETURNABLE-NO EXCEPTIONS! SALEABLE STOCK MATERIALS BROUGHT BACK WITHIN 30 DAYS WILL BE GIVEN A FULL REFUND. SALEABLE STOCK MATERIALS PICKED UP BY NATIONAL LUMBER ARE SUBJECT TO A HANDLING CHARGE. SIGNATURE: ALL RETURNS MUST BE ACCOMPANIED BY THIS SLIP. ANY CLAIM FOR SHORTAGES OR DAMAGES MUST BE COMMUNICATED TO NATIONAL LUMBER WITHIN 24 HOURS. ------ RELIABLETRUSS AND COMPONENTS, INC, COMPONENT DESIGNS & PLACEMENT DIAGRAM FOR OCEANSIDE DEVELOPERS, LLC 46 NORTH STREET ` HYANNIS, MA 1 . ROOFTRUSSES . Submission Date: 10-23-09 INSTALLATION DOCUMENTS Ref: 0909342-23044R ' t r The seal on these drawings indicate acceptance of professional engineering responsibility. solely for the engineered wood components shown per ANSI/TPI/WTCA 4-2002. Questions??? Call Reliable Truss at 508-99-TRUSS (87877) or 1-888-80-TRUSS (87877) Reliable Truss and Components, Inc. 1 200 Welby Rd, New Bedford, MA 02745 T: 508-998-7877 F: 508-995-1724 TLLM79763 0909242-23044R RF INSTALL MA 10-23-09 RT-92009-26-2008 WARNING . " Failure to Follow Could Cause Property Damage or Personal Injury IMPORTANT NOTES` These notes pertain to the attached truss designs and placement diagrams . The following trusses are designed at the request and specification of the customer as an individual building'component, in a vertical plane, to be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing-of the overall structure is the responsibility of the building designer. Design and materials are in substantial accordance with state building code's referenced editions of NDS and/or TPI/ANSI specifications. For general guidance regarding design responsibility,storage, erection and bracing, consult"Building Component Safety Information BCSI 2006 Guide to Good Practice For Handling,Installing, Restraining &Bracing of Metal Plate Connected Wood Trusses,"available from Wood Truss Council of America,www.sbcindustry.com and the code referenced edition of the "National Design Standard for Metal Plate Connected Wood Truss Construction,ANSI/TPI 1." z - , 1. Provide copies of this truss submission to the building- 11. Contractor or building designer responsible to assure that designer and erection supervisor. load bearing walls and foundations is adequate to support the Y . 2. Top chords must be sheathed throughout or purlins provided Toads imposed by the trusses. at spacing prescribed on the individual truss designs. 12. Camber is a non-structural consideration. Trusses are not 3. Bottom chords require lateral braces(or alternate) as cambered except as specified by the customer and noted on the indicated on the individual truss designs if no ceiling is installed. individual truss design. Anchorage and/or tie-in components are the responsibility of others. 13.The effect of lateral thrust/horizontal displacement of supports for scissors type trusses is not a consideration of this 4. ® Designates the location for a lateral brace(or alternate) design. The design of the truss supports must accommodate the,. for lateral support of individual truss members only. Subject to lateral thrust/horizontal displacement of the.truss. review and approval by the building designer,this is often a'2x4 continuous lateral brace fastened to each member with two(2) 14. Mitek Connector.Plate Approvals: ES 95-43.01;ESR-1311, 10d (0.128"x 3"), 12d(0.128"x 3.25") 'or 16d(0.131"x 3.5") ESR-1352 and ES 96-67. nails or alternately, a Simpson Strong-Drive Truss Spacer Bracer or Mitek Stabilizer. 15. For additional information,refer to Reliable Trusses': . Order Paperwork&Proposal 5. Do not stack construction materials on floor or roof that Placement Diagram(s) &Notes. Y induce loading on truss greater than designated'loads. Individual Component Designs Other Detail&Specifications as Supplied 6. Except as noted on the attached designs, do not cut or alter truss without prior written approval of Reliable Truss or a 16. Reliable Truss and it's vendors reserve the right to upgrade professional engineer. the specified truss material to facilitate manufacturing without customer approval. 7. Building designer is responsible to insure that loading shown hereon is applicable to building and use. Additional Notes for 4x2 Trusses Only 17. Refer to Reliable Truss Floor"2x6 Strongback Bracing 8. Care should be exercised in handling, erection, and,, Recommendations"for additional performance related notes installation of trusses. 18. Maximum allowable gap between the inside of bearing and 9. Provide adequate drainage for all trusses with shallow top end web for top chord bearing floor trusses is'/z". chord slopes. 10. Building designer to determine and transfer all gravity, uplift wind, seismic and other lateral loads from trusses to building foundation. '/„MAX GAP - BEARING REFER TO ATTACHED WTCA/TPI BCSI-131 FOR IMPORTANT HANDLING INSTALLATION AND BRACING SUMMARY INFORMATION ISSUE DATE TITLE SHEET# RELIABLE TRUSS 3-13-07 GENERAL WOOD TRUSS NOTES RT-2 AND COMPONENTS,INC. T�L-0379764 0909242-23044R RF INSTALL MA 10-23-09 RT-2 3-13-07 August 20, 2003 Standard Gable End Detail ST-GE120-003 OD ® Page 1 OF 1 =ELI Typical_x4 L Brace Nailed To 2x Ve_Verticals W/tOd Nails,6"o.c. i Vertical Stud ' 0 0o Vertical Stud, (4)-16d Common DIAGONAL / Wire Nails BRACE Dd- MiTek Industries, Inc. / w eCo Is on SECTION B-B DIAGONAL BRACE Spaced 6"o.c. 1——� 4'-0"O.C.MAX (2)-10d Common \24 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2x4 No.2 of better �• - y SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace :a Nailed To 2x_Verticals 12 SECTION A-A . w/(4)-10d Common Nails A Varies to Common Truss 2xa Stud SEE INDIVIDUAL MITEK ENGINEERING DRAWINGS FOR DESIGN CRITERIA A B g 3x4= 1k-Diagonal Bracing ** -L-Bracing Refer f Refer to Section A-A to Section B-B 24"Max NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. - 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. } ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT ' BRACING OF ROOF SYSTEM. 4."U'BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. PROVIDE 2x4 BLOCKING BETWEEN THE FIRST 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF D TWO TRUSSES AS NOTED. TOENAIL BLOCKING 6.CONSTRUCT R TRUU AT 4'-0"O.C.CT HORIZONTAL BRACE CONNECTING A 2x6 STUD(or 2X4 No.2 TO TRUSSES WITH(2)-10d NAILS AT EACH END.ATTACH DIAGONAL BRACE TO BLOCKING WITH OR BETTER)AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL (5)-10d COMMON WIRE NAILS. BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4.•(REFER TO SECTION A-A) O 4 - Sd NAILS MINIMUM,PLYWOOD 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. SHEATHING TO 2X4 STD SPF BLOCK 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. , Roof Sheathing a 2 DIAGONAL / Minimum DIAGONAL 1•-3 2 -1�Y \` Stud .Without 1x4' . 2x4: BRACE BRACES AT Max. O 0 Stud Size Spacing Brace L-Brace. L-Brace 1/3 POINTS / (2)-10d NAILS Species and Grade Maximum Stud Length 2x3 SPF No.3 12"O.C. 3-9-11 4-7-5 6-6-4 '7-7-6 11-5-1 2x3 SPF No.3 16"O.C. 3-5-8 3-11-15 5-7-13 6-11-6 10-4-8 = /Trus s @ 24" O.C. 2x3 SPF No.3 24"O.C. 1 3 0 4 3-3-2 4-7-5 6-0 8, 9-0-12 �* Diagonal braces over 6'-3"require a 2x4 T-Brace attached to / 2x6 DIAGONAL BRACE SPACED 48"O.C. one edge. Diagonal braces over 12'-6"require 2x4 I-braces Dlag. Brace ATTACHED TO VERTICAL WITH(4)-16d attached to both edges. Fasten T and I braces to narrow edge at 1/3 points COMMON WIRE NAILS AND ATTACHED of web with 10d common wire nails 8in D.C.,with 3in minimum . �a TO BLOCKING WITH(5)-1 od COMMONS. end distance. Brace must cover 90%of diagonal length: if needed MAXIMUM WIND SPEED=120 MPH HORIZONTAL BRACE MAX MEAN ROOF HEIGHT=30 FEET APRIL 1, 2007 tll ' End Wall . CATEGORY 11 BUILDING DETAIL ADEQUATE FOR ASCE 7-02&7-05 (SEE SECTION A-A) EXPOSURE B or C ASCE 7-98 STUD DESIGN IS BASED ON COMPONENTS AND�CLADDINGDURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFR ISSUE DATE TITLE SHEET# _ MITEK STANDARD GABLE RELIABLE TRUSS 2-26-07 RT-10 d, M40 CIXdPGNENTS,INC. END DETAIL - of 2 TLL,0379765 0909242-23044R RF INSTALL MA 10-23-09 RT-10d1 2-26-07 t Standard Gable Endr Detail 4 SHEET 2 Page 2 OF 2 l�O ® ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD =00 y 000 • Trusses @,24" o:c.•' � HORIZONTAL,BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek Industries, Inc. ROOF Sheathing COMMON WIRE NAILS AND ATTACHED� TO BLOCKING WITH(5)-10d COMMONS. 1'-3" r, Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE , PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES' at 1/3 points \ SUPPORTING THE BRACE AND THE TWO TRUSSES ` if needed w \' ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wadi' (5)-10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES- STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE,. FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS GREATER 120 MPH NAIL ALL MEMBERS WITH TWO` .. ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM), - MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR. INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / ..STANDARD GABLE TRUSS / ril 27 2004 ISSUE DATE TITLE SHEET# -� 2-26-0� MITEK STANDARD GABLE RT-� �d RELIABLE TRUSS nND DETAIL ANDxraPcyl.Ts,INC.INC. 2 of 2 TLL-0379766 0909242-23044R RF INSTALL MA 10-23-09 RT-10d22-26.07 ALTERNATIVE LATERAL BRACING OF WEB MEMBERS DIFFERENT TRUSSES ADJACENT TO EACH OTHER OR ISOLATED TRUSSES MAY PREVENT THE INSTALLATION OF CONTINUOUS LATERAL BRACING. IN LIEU OF BRACES BEING APPLIED PERPENDICULAR TO THE PLANE OF THE TRUSSES; INDIVIDUAL WEB MEMBERS MAY BE"T" OR."L" BRACED AS SHOWN HEREON. INSTALLATION DIRECTIONS APPLY T-BRACE/ I-BRACE PER SEPCIFICATIONS BELOW. BRACES SHALL COVER 90% OF WEB LENGTH OR EXTEND WITHIN 6" OF END, WHICHEVER IS GREATER Nailing Pattern T-Brace Size Nail Size Nail Spacing. BRACE FA51'ENEt7 A5 1x4 or 6 10d 0.131"x 3.0" 6"O.C. 5HOWN IN fvl,E ' ., 2x4,6,or 8 16d 0.131"x 3.5" 6"O.C. Note: Nail along entire length of T-Brace On Two PI 's Nail Both Plies T-Brace Size For One-Ply Truss Specified Cont. Rows of Lat'l Bracing ' Xp MW6ER Web Size 1 2 2x3 or 2x4 1 x4 1 x4 1-Brace 2x6 1x6 2x61-Brace 2x8 2x8 2x8l-Brace z T-Brace Size For Two-Ply Truss Specified Cont. Rows of Lat'I Bracing Web Size 1 2 2x3 or 2x4 2x4 2x4 I-Brace- 2x6 2x6 2x6l-Brace 2x8 2x8 2x81-13race 1x—T-Brace/I-Brace must be IND 45#2 SRB or better tRU55 species grade as web member 2x—T-Brace/I-Brace must be same species grade(or better)as web member IMPORTANT NOTE THIS ALTERNATIVE APPLIES ONLY TO THE BRACING SPECIFIED AS CONTINUOUS LATERAL SUPPORT OF INDIVIDUAL WEB MEMBERS TO RESIST BUCKLING IN COMPRESSION. FOR ADDITIONAL REQUIRED BRACING REQUIREMENTS, REFER TO TRUSS PLATE INSTITUTE'S&WTCA'S BCSI 2006 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES." ISSUE DATE TITLE SHEET# RELIABLE TRUSS 4-2-07 ALT 711 & "I" WEB BRACING RT-40 AND COMPONENTS,INC. RT-40 5-2-07 TLL-0379767 0909242-23044R RF INSTALL MA 10-23-09 JULY 17, 2007 TRUSSED VALLEY SET DETAIL ST-VALLEY2 (BEVELED BOTTOM CHORD) 0O ® T r MiTek Industries,Chesterfield,MO Page 1 of 1 r NOTE:VALLEY STUD SPACING NOT a oo GABLE END,COMMON TRUSS , •' F TO EXCEED 48"O.C.SPACING E=nOR GIRDER TRUSS TOTAL TOP CHORD_ LOAD=65 PSF(MAX) D.O.L.INC=1.15 MiTek Industries,Inc. ASCE 7-98,ASCE 7-02,ASCE 7-05(MWFRS) 110 MPH WIND - h u i ' h ii it u u n A i u u i BASE TRUSSES VALLEY TRUSS TYPICAL TYPICAL(24"O.C.) (24"O.C.). t VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS 5 (24"O.C.) OR GIRDER TRUSS This detail is applicable for trusses . with chord and web sizes using 6 2x3 and larger dimension lumber. - P 12 8 SEE DETAIL A,B,OR C 1 BELOW(TYP.) 9 13 12 11 10 BEVEL VALLEY BEVEL VALLEY TRUSS TRUSS BEVEL VALLEY - TRUSS TOE-NAIL VALLEY TO TOE-NAIL VALLEY TO SECURE VALLEY TRUSS BASE TRUSS W/- BASE TRUSS W/ W/USP RT7 OR (2)16d TOENAILS , (2)16d TOE NAILS EQUIVALENT DETAIL A DETAIL B DETAIL C (BASE TRUSSES SHEATHED) „ (NO SHEATHING) (NO SHEATHING) 1. INSTALL BASE TRUSSES. 2.DETAIL A,APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. DETAILS B&C,VALLEY TRUSSES MAY PROVIDE BRACING. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT - TO VALLEY TRUSS SPACING(NOT TO EXCEED 24"O.C.). 3. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE TO BASE TRUSSES AS PER DETAIL A,B,OR C ABOVE. 4. BRACE.VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. ALL NAILS TO BE(0.131"X 3-1/2") r NOTE: FOR VALLEY TRUSSES BUILT WITH 2x3 LUMBER,BASE TRUSSES ARE NOT TO EXCEED AN 8/12 PITCH AND VALLEY TRUSSES BUILT WITH 2x4 LUMBER OR LARGER,BASE TRUSSES ARE NOT TO EXCEED AN 12/12 PITCH ISSUE DATE TITLE SHEET# 110mph VALLEY TRUSS • RELIABLE TRUSS 6-16-08 RT-5 O xNgjCO3vRa4BNTs,INC. CONNECTION TLL-0379768 0909242-23044R RF INSTALL MA 10-23-09 RT-506-16-06 ORDER # 23044R PAGE 1 Reliabl rT"USS JOBSITE PHONE# REQ.LAYOUTS &Components Inc. SUPERINTENDANT MAIL 1 JOBSITE 2 200 WELBY RD.NEW BEDFORD.MA 02765 sos•seaaen CUSTOMER PO# ' REO.ENGINEERING TERMS TERMS PENDING SALES REP Kevin Silveira MAIL 31 JOBSITE 1 4 OCEANSIDE DEVELOPERS, JOB NAME:46 North Street, Hyannis,MA LOT# SUBDIV: so 89 LEWIS BAY ROAD MODEL: TAG: JOB CATEGORY:GENERAL CON HYANNIS, MA 02601 DELIVERY INSTRUCTIONS: T CALL CUSTOMER BEFORE DELIVERY 774-238-8411 o Off: (508)778-570OFx: i Site SPECIAL INSTRUCTIONS: s R-4213 P 67212 T 4271 T 4289 T 4731 H I P ' 46 North Street , o Hyannis, MA - ROOF TRUSSES Delivery PROFILE 1QTYj PLY TO IT BOT ID NOTES O.A.Hght O.A.Lgth 501 4 1 8.00 0.00 12-10-14 1 37-06-08 ' 502 40 1 8.00 0.00 13 00-04 1 36-05-08 1 /503 14 1 6.00 0.00 10 09 08 1 41-01-08 12 8.00 0.00 12100--02 1 43-00-04 505 2 1 8.00 0.00 12-10-02 43-00-04 506 21L7 B.00I 0.00 12-09-10 42_00-12 2 1 8.00 0.00 12 0 A 0 42-00-12 t 6.00 0.00 03-100--05 1 14-01-08 601 3 1 6.00 0.00 02-08-13 1 04-09-12 602 4 6.00 0.00 01-09-12 1 02-11-11 2 6.00 0.00 08-703-11 33-02-13 s li 2 6.00 0.00 067101-11 27-10-13 703 2 1 6.00 0.00 05-07-11 22-06-13 . 704 2 I 6.00 0.00 04-03-11 1 17-02-13 �I 2 I 6.00 0.001 027101--11 I 11-10-13 i 706 �I 2 I 6.001 0.001 01-07-11 .I 06-06-13 �I 1 I 6.001 O.00I 01 101704 I 07-09-00 1 I 6.001 0.00 0 101$04 03-09-00 -900 s 1 6.00 0.00 02-08-13 14-01'08 2. 901 3 Ply 6.00 0.00 10-04-04 39-00-00 2 4.241 0.00 02-08-01 06-08-02 I 4 O.A.Hght . DELIVERY SHIPLIST- YARD COPY F PAGE 2 Reliably.Truss ORDER # , ; JOBSITE PHONE# •,23044R REQ.LAYOUTS &Components Inc. ® r -t SUPERINTENDANT MAIL 1 1 JOBSITE 2 CUSTOMER PO# 200 WELBY RD.NEW BEDFORD.MA 02745 508-998a977 REQ.ENGINEERING TERMS TERMS PENDING SALES REP Kevin Sllvelra ' MAIL 1 31 JOBSITE 4 OCEANSIDE DEVELOPERS, JOB NAME:46 North Street, Hyannis,MA LOT# SUBDIV: o` 89 LEWIS BAY ROAD MODEL: TAG: JOB CATEGORY:GENERAL CON HYANNIS, MA 02601 DELIVERY INSTRUCTIONS: r 0 Off: (508)778-570OFx: CALL CUSTOMER BEFORE DELIVERY 774-238-8411 Site SPECIAL INSTRUCTIONS: { s R-4213 P 67212 T 4271 T 4289 T 4731 H p 46 North Street o Hyannis, MA O.A.Hght WEEMS CITY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT-IN-16 8 SIMPSON HANGERS 5/8"x 30"Galy. Designer must add the appropriate#of 5/8"Galy.Nuts&_5/8" Galy.Washers to the MBA NOW!II 2 GIRDER NAILING G NAIL 3PLY ROOF 39-00-00 ' 4 SIMPSON HANGERS H16 HURRICANE TIE 310 SIMPSON HANGERS H2.5A RAFTER TIE 6 4 SIMPSON HANGERS HGT3 GIRDER O�+ 2 Hanger HJC26 J Pull f m rack-Column 1/Row 2 8 SIMPSON HANGERS HTT22 TENSION TIE 38 SIMPSON HANGERS HUS26(TRUSS 1 INSTALLATION INSTALL DOCS 3 SIMPSON HANGERS LUS24-2 2X4 DBL FM 12 BOLTS,NUT,`.• r NUT 5/8 GALV *24 BOLTS,NUT, I WASHER 5/8 GALV " LOADER DATE Start Time CHECKED BY DATE OVERALL OVERALL HEIGHT WIDTH Stop Time OVERALL WIDTH WITH OVERHANG _ BUNDLES LOAD PROPERLY YES NO PROPERLY YES NO BANDED BUNDLED DELIVERY SHIPLIST- YARD COPY I I aE � a � ,., ,annr.w nr+r-�ux+.r+�v.� ,n.++�n �>u Near+ «wH k +�.wn»w.ew nwr.sw,ar+,w�ri:=e>vs s I �r++u'M+v+w�rrrw .»•r,nr.r, ,nr,•�rv�e w _ � �� �kk II'?xPlb' ON 6 , OFFICE#2 as swY.• CLO. OFFICE#4 REST RM. 103 p 204 REST RM. 05 Vil �� CEO. o i WORK SPACE 205 ��yq 4 x 1"x i9-& FOFFICE#1 OFFICE#3 KITCHEN ' e` • 4 102 203 ' $ 106 9'-0Ylb' OFFICE#3 ° O 107 �I WORK SPACE OFFICE#2 0 206 202 PLAY AREA WAITING � 79 I u a 108 ptp• 4 ' 6 w 'I # 4'-6' 4bY' e�F a'-m4•a Z WORK SPACE , o UQ G eraixN'4r 200 IOA x�-0 o 1I RECEPTION ONFERENCE CONFERENCE OFFICE#1 w Z` it 100 u �, ROOM ROOM 201 0 CD Q fReMnfM 101 207 CD o = a caO-�m TOTAL 2125.66 SQ FT TOTAL 2125.66 SQ FT PROPOSED MAIN LEVEL FLOOR PLAN 2 PROPOSED SECOND LEVEL FLOOR PLAN ALI SCALE:3116"=V-0" nl.t SCALE:3116"=l'-0" i GENERAL NOTES: WORKING NOTES: WALL LEGEND: WALL TYPES: NOB ALL wWs NOr 04790(6 TO M WBWE OF OEOC MOLL (If L Tt M DR41M HAVE 9H1 GOFPL®IRON M OW AVALABF OFO104AM MD Alt NOr MMW TO ❑I E497m c4O.IM9 WHINE FALL 026"I=TION TO p LHT THE 8=0PE OP M NOIOC TIE cORIRA6T7R NAY 19CaMM MM OR MMM MM13014 NOT ^x. '`a`, '�� NE)T w L c vanz710N AWE OR HORMONAL 9tA=MB AT 410OG Sn AT A 46' 4!�I�Cl/�L NDQ.M�� O DVVAIW Of THM POOIMIM RIVi M M CMRAGM TO FIVAM AMMOIML MW FOR TIE ❑ Mmx TOTIEPOOT=TI011OFT!RNL!AIDNO Vw-ALY COIPLEl10N OF HOL OR Mt c011R/ICT.IT NLL M AMM THAT M CONIRAOTOR M6 OEPE=TEO THE SM PAM M AT THE NERSB TON OP EACH TOP FLAIL LI 4AD AROMO EiO6i9b cOILON OOOLATON OITO OF9016-APPLY V- FlWRTOW"AloVOWWMRFMAMNSIRE®HNA - FMMI*0)Vl 47 m TOP OF FN34 R Olt09tm %'..�r'/.'''///.`�/ NB'1 ai9:rw1 caeIRUOTION WH COAT LLI C3 . 1 TO 68M&c4hlWOR OL R79AIE0 To FMD V9�l ALL ENI9W c4MTIM NtlMR 0MOM FRIOR u6'NOL COAT OP 9N PO®AN U M.LM ADA 6MD EAR TO M NOOTI®6N APF. NO TOTE 6rARraP c016IRIOIION MO F79119'Y ANY OCG03NIO®lO TE ARGOIECA9 NO7 MOMS ALL QOOR!IOGATm M I IgRM7m YM11 aw ap.M mam BR.9).TO Dam ❑ WNTRIOIION TO 9:45M Pc'LABW RAID PM � I ADM FO49M AEOW FN%W d IL TE SM91AL CONIRCM SHALL GOOWMATC ALL 6IRCRFAI,NSAV"I M FROIIY"VMM E1091019 NNL COIEORL=TION &ELM-TYFIDAL cmm-yfflak to w MM TO M SAW OF CONS'OLGTW N d 4. ALLIOIMMMOPPM FRM®MNL 9:LMAT96'FIM MW FACE OF FALL FR~*LM IMW ONI HALL C0191RK.TION 00O309M. * ALL MW 9HLL 0WOM TO ALL GOVMMB==MO 01MA OtOM MW TEY A18 FOWMW. a 6. M 6136ML CONQW=SHALL LAY Mr ALL MCt K MD M 14 OMOR TO VWY ALL VD0000 O drBOATON(; O 099EN�r O9LATOII O4BE�Nl� N 7. WTr VETALS��BWNST REC OVBt WAM PMF6l66,EJMTHOM N01791 6w�C�" ,�C� PmNm R96=TIOW PORmwfmpO0TI01044 0 * FT SHALL Be SEIVAL WHIR R6 AOTOI lTY Ad GOOM A1TOt TO CHWK ALL W4300M AM O 1 PETA086N 9W ORAVM NV=99NOX101I V M AWJl =r. C M O ''A vi HOOD mAvnl6 NOCD FRM'0116 w ]EFFERSON GROUP ARCHRERS INC. ILALLM MMUSSALMT'MIAREO6NOIE7 ORE14M �Q• AT N'OA TN'OA ��yy�� �! 700 School Street Uni[2 W NL FAWW Ur 0E 60W NOI9 M R WART WILL 80A10161EATM6 AT ALL RISIIR"AM NML NO.Aa msis- t Pawtucket,RI 02860 CJ LOTATIOISI .J rrFiIE COLT 6rP.97. POI4 OCOE BtP.®. Phana:(401)721-2245 Fax:(4o1)721-2239 wn- IL ALL P6E1OM ME TAM TO MM OF M400MM 0080'OM WMATNEA6 OF PPAMW ?'� �1►9mE 8mE .. GON61R M0,000KM Al!TAM TO M FACE OF WSW,,MM OM MM NOI® ORYITNL �� �YNAl1 �� )OB NUMOER 200925.05 zo CL PROVIDE F10' M TRAM MM AT ALL fAMIOl6 LOCATOR!RM MM 15 N CWArT MH COIIdOSIE. 'T � OF AMOWL CALLK OF ACOIVWL CALK DRAWN BY: CFM 9 ALL FLY?=SHEAMW MD GON>d M M4VU 04CTm0WU M FW TEAM Yy, gP 971NSmB-TYMAL am am-�'A'L CHECKED Br: STM U M 04TMPM"ALL 90AWMATMBONMCHAW5WOF ALL.WILY C4NMRVWKAIA �►►►������ 'MPOaTItAfACTOFIOQt TRALMTORAW DATEISSOED DECEMBER09,2009 D. ALL FOORATONB TIM M RAYM NALL A90ft0 SHILL 9:INAM MH NI AFPWVW S0EMW — or OG�FTNILx 6 �OfT VLF OM 6 sGUE Noted Z VIA19tlAL TO NET M SPPI.E®NNL cOlEOR4C710N ,!!A�I `Z,�� -_ SHEET NUMBER /,TYPICAL INTERIOR WALL U.N.O. 1 HOUR RATED WALL-UL DESIGN U419 Ty/ 1 1 /, IM.TO WALL TYPE'I'EXCEPT SIM.TO WALL TYPE'2'EXCEPT w vPROAVIDEfi�5�17JC—r[1E�OS/�r RO ID 6 5 D IE O 35/e• Al - 1 CIO L' -z 9 \ CB DI,S'C 40. 0 410 ZONE Ae 39. 5 Y WELL 1 y ZONE A \ 3 DRAIN 0 \ d � 3g• 5 / _ �38. 1 ZONE ' A � G -ROAit-:TEA / / Off' r P PAflO U. POLE SC :01 WV 6Z lilf UR 4, ► GENERAL NOTES NOTES GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Trusses are not marked in any way to identify the Los trusses no e S marcados de nAL modo que STEPS TO SETTING TRUSSES RESTRICCIUN YARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 frequency or location of temporary lateral restraint Los trus es no estdn m ocad os de nitilccion m?dlateral que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES �i LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 10' 3 m or Diagonal bracing Refer 1 Repeat diagonal bracing and diagonal bracing.Follow the recommendations yarriostre diagonal tempora/es.Use las recomendaciones DONT overload the crane. ti 15'}4.6 ml* every 15 truss spaces 30' for handling,installing and temporary restraining de manejo,instaladdn,restricddn yarricstre temporal de fla i 0 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 to BCSI-87***for (9,1 m) and bracing of trusses.Refer to BCSI-Guide to los trusses.Uea el folleto BCSI-Guia de Buena Practica NO sobrecargue la grua. a trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal more information. food Practice for Handling Installin Restraining ara el Mane' Insta/acidn.Restriccidn Arriostre de los t r s 1 +q bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five 9• P 12 Y � NEVER use banding to lift a bundle. 1w a lea el resumen &Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con P/acas de Metal*** trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Trusses***for more detailed information. para informacdn mas detallada. NUNCA use las ataduras para levantar un i below).7)Repeat process on groups of four trusses until all trusses are set. BCSI-87***para paquete. mas informacidn. Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar 1)Install los arriostres de tierra.2)Instate el primero truss y ate seguramente at arriostre de permanent lateral restraint or reinforcement for las localizations de restriccidn lateral permanente o 0 A single lift point may be used for bundles with tierra.3)Instate IDS prdximos 4 trusses con restriccidn lateral temporal de miembro corto(vea Apply diagonal brace to vertical individual truss members. Refer to the BCSI- refuerzo en los miembros individua/es del truss. Uea la trusses up to 45'(13.7 m). f abajo).4)Instate el arriostre diagonal de la cuerda superior(vea abajo).5)Instate arriostre webs at end of cantilever and at -_ B3***for more information.All other permanent Ill resumen BCSI-B3***para mas informacidn. El Two lift points may be used for bundles with I diagonal para los planos de los miembros secundarios para estabilice los primeros drico trusses bearing locations. All lateral restraints bracingdesign is the responsibility of the building resto de los dtsefios de arriostres rmanentes son la A WARNING-Do not over load supporting 9 P tY 9 Pe trusses up to 60'(18.3 m). i (vea abajo).6)Instate la restriccidn lateral temporal y arriostre diagonal para la cuerda inferior lapped at least two trusses. _designer. res onsabiltdad del disefiador del edificio. structure with truss bundle. P Use at least 3 lift points for bundles with trusses I (vea abajo).7)Repita este procedimiento en grupos de cuatro trusses hasta que todos los `Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords o greater than 60'(18.3 m). fADVERa apo ya!No sobrecargue d trusses in SCSIos. and INSTALLING 14 6-)o i/.ShT/r1 L/'1 C10/. Puede usar un solo lugar de levantar para estrudura apoyada con el paquete de • Refer to SCSI-62***for more information. I trusses. ®WARNING!The consequences of improper _ paquetes de trusses hasta 45 pies. Uea el resumen BCSI-Bra***para mas fnformacron. Outof-Plane. 4 a1 a Puede usar dos puntos de levantar para 0 Place truss bundles in stable position. �. handling,erecting,installing,restraining I RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RI Tolerances for Out-of-Plane. Out-of-plumb,: Max.Bow Truss Length and bracing can result in a collapse of the q „ „a paquetes mas de 60 pies. _ r, Use por to menos b es puntos de levantar para esta paquetes de trusses en una posicidn RESTRICC16NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES Tolerancias para FuerMax.B lano. structure,or worse,serious personal injury estable. Max.low DlSo D(R.) 3/4" 12.5' �.._ paquetes mas de 60 pies. 0 This restraint&bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses(PCTs). Length-� 19 ram 3.8 m : {,►►�1►',l(,�►`,'►�r/h or death. ��c �. aa" -- 1 /l fl_ Val^ 1' 7B" 1as' U V vcyl See top of next column for temporary restraint and bracing of PCTs. iADVERTENCIA!El resultado de un manejo, 1 f 1 Max s w ��Length-► j 6 ram o.3 m 22 ram 4.5 m HOISTING RECOMMENDATIONS'OF SINGLE TRUSSES BY HAND Este metodo de restriccidn arriostre es ara todo trusses exce to trusses de cuerdas aralelas 1/2" 2' 1" 16.7' levantamiento,instalacion,restriccidn arnsotre Y P P P - puede y "Rs' f RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES (PCrs 3x2 4x2.l/ea la arte superior de la column para la restriccidn arriostre temporal de PCTs. Max.B0W o 13 mm 0.6 m 25 mm 5.1 m aun peorohend sso muert sal de la estrudura o m �" ) Y P P P Y P r " _. POR LA MANO �r - --------- -------- � � 3/4" 3' 1-1/8" 18.8' ' ' - I ) Length ►�i a ' Plumb 19 mil 0.9 m 29 mm 5.7 m ®CAIl 0a9 Banding and truss plates have %, e; 1 TOP CHORD-CUERDA SUPERIOR - 1" 4' 1-1/4" 20.8' §� en -'------ ' / P ~ •, .� � .,... ./line Trusses 20 - 0 Trusses 30 Truss S an a. To ll Ghord Tem or"a Lateral Restraint TCTLR S aan Tolerances for f 25 ram 1.2 m 32 ram 6.3 m sharp edges.Wear gloves when handling ,- f - P. P rY ( 1 P 9: e and safety glasses when cutting banding. (6.1 m)or (9.1 m)or f l.ongitud de Tiamo ,ESpaciamlento del Arriostre,Tempoia/de la Cuerda Superior, , Out-of-Plumb. 1-1/4" 5' 1-3/8" 22.9' less,support less,support at Up to 30' D/50 max 32 mm 1.5 m 35 mm 7.0 m d6u (ll9 Chapas de metal tienen hordes afilados. O, at peak. 10'(3 m)D.C.max. Tolerancias para I r P quarter points. 9.1 m 1-1/2" 6' 1-1/2" .6 Lleve uantes lentes rotedores cuando torte las m ( ) Fuera-de Plomada: g y P I 38 ram 1.8 m 38 ram 7.6 m ataduras. Soporte Soporte de 30'(9.1 m)- •�,�: 8'(2.4 m)o.c.max. 1-3/4" T 1-3/4" 29.2' del pico los Ios cuartos ` 45'(13.7 m) CONSTRUCTION LOADING 45 ram 2.1 m 45 ram 8.9 m trusses de f Trusses u to 20' i de bamo IDS g-Trusses up to 30' � 45' 13.7 m CARGA DE CONSTRUCCION 2" z8' 2" a33.3' HANDLING - MANE10 20 pies o i trusses de 30 I ( ) 6' 1.8 m D.C.max. P (6.1 m) (9.1 m) I ( ) 51 ram i'2.4 m 51 ram 10.1 m 60'(18.3 m) • menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies � DO NOT proceed with construction until all lateral Avoid lateral bending. ®teal care Use dryads,es p ciai e p 60'(18.3 m)- restraint and bracing Is secure) and property in lace. 4'(1.2 m)o.c.max. 9 y P p y P Maximum Stack Height 12, Evite la Bexidn lateral. special care in cuidado especial en 80'(24.4 m)* g windy weather or dials ventosos o cerca HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES NO proceda con la construccidn hasta que todas las restric- for Material on Trusses *Consult a Registered Design Professional for trusses longer than 60'(18.3 m). ciones laterales los arriostres esten Colocados en forma near power lines de cables electricos o RECOMENDACIONES PARR LEVANTAR TRUSSES INDIVIDUALES Y Material Height and airports. de aeropuertos. *Consulte a un Professional Registrado de Disen"o para trusses mas aproptada y segura. de 60 pies. Gypsum Board 12"(305 mm) Hold each truss in position with the erection equipment until top chord temporary lateral restraint j �� DO NOT exceed maximum stack heights.Refer to BCSI-B4*** lll���lll���lll s installed and the truss is fastened to the bearing points. *** for more information. Plywood or OSB 16" 406 mm 0 See SCSI-82 for TCTLR options. � y ( ) 'UpVi Sostenga cada truss en posicidn con equipo de grua hasta que la restriccidn lateral temporal de la Uea el BCSI-B2***para las opciones de TCTLR. NO exceda las altu2s maximas de montdn.Uea el resumen Asphalt Shingles z bundles Spreader bar cuerda superior este install y el truss esta asegurado en IDS soportes. • *** BCSI-B4***para mas informacidn. ®Refer to BCSI-B3 for truss for Gable End Frame re- Concrete Block 8"(203 ram) Using a single pick-point at the peak can damage the truss. straint/bracing/reinforcement Clay Tile 3-4 tiles high �Q��� El use de un solo lugar en el pico para levantar puede information. The contractor is responsible for hacer dan"o at truss. P Para informacidn sobre restric ' properly receiving,unloading and storing m O O 4 II so or less cidn/arriostre/refuerzo para DO NOT overload small groups or single trusses. the trusses at the jobsite.Unload trusses to Armazones Hastiales veal el a NTH r a smooth surface to prevent damage. *** 6 `� Repeat diagonal NO sobrecargue pequehos grupos o trusses individuales. Use proper rig- Use equipo aproptado resumen BCSI-83 braces for each El contrabsta dene la responsabilidad de ging and hoisting para levantar e � NEVER stack materials near a peak or at mid-span. recibir,descargar y almacenar adecuadamente equipment. im rovisar. A - set of 4 trusses. IDS trusses en la obra.Descar ue los trusses en la P pprox.1/2 y Note:Ground bracing not shown for clarity. NUNCA amontone cos materiales cerca de un pico. 9 truss length Repita los arri- If�V,l�t� tierra liso para prevenir el dan"o. Tagline ` TRUSSES UP TO 30'(g.1 m)_y I g 0 Place loads over as man trusses as possible. U 4 ;.•.. sotresdia onales Y TRUSSES HASTA 30 PIES para coda grupo Coll las cargos sobre tantos trusses como sea .� de 4 trusses. osible. i 2 WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS P reader bar Attach ) Toe-ins Toe-in Locate Spreader bar 10'o.c. I `.,. �. ® 0 Position loads over load bearing walls. above or stiffback max. • Diagonal q 9 P P l 4 mid-height Colo ue las car as sobre las aredes so ortantes. Spreader bar 1/2 to bracing Truss bracing not -► j I~' i LATERAL RESTRAINT ALTERATIONS-ALTERACIONES shown for clarity. r e 2/3 truss length Web members �y 6 Tagline &DIAGONAL BRACING *** E '3G w musses up TO 60'(18.3 m) -. Refer to BCSI-B5. - TRUSSES HASTA 60 PIES 0 ARE VERY IMPORTANT Veal�'^ Spreader bar 3 Vealel resumen BCSI-85.***Trusses may be unloaded directly on the ground S d 2/ �-yawV+ �' �- -� at the time of deliveryor stored temporarily in °�•�^'-"' "" 3/4 truss length /1 P Y Tagline ILA RESTRICCION � DO NOT cut,alter,or drill any structural member of a truss unless contact with the ground after delivery.If trusses " specifically permitted b the truss design drawing. are to be stored horizontal) for more than one DO NOT Store NO almacene TRUSSES UP TO AND OVER 60'(183 mL� u c d = P Y P Y 9 9• Y �-TRUSSES HASTA If SOBRE 60 PIES , LATERAL Y EL week,place blocking of sufficient height beneath unbraced bundles verticalmente los '' NO torte,altere o perfore ningun miembro estrudural de un truss, the stack of trusses at 8'(2.4 m)to 10'(3 m) upright. trusses sue/tos. ARRIOSTRE a menos que este especificamente permiddo en el dill del dtsen"o n on-center(o.c.). TEMPORARY RESTRAINT & BRACING DIAGONAL Bottom chords del truss. �5 Los trusses en aqu ser descarntento de a trega omente RESTRICCION Y ARRIOSTRE TEMPORAL SON MUY d. _ Trusses that have been overloaded during construction or altered without the Truss _ en el sueto s aquel mmente de entrega o +- Diagonal braces Manufacturer's nor a warranty almacenados tempora/mente en contado con el • � - • *** � IMPORTANTES! aW�' 9 prior approval may render the Truss Manufacturer's limited warran null and void. suelo despues de entrega.Si los trusses estaran ®Refer to BCSI-82 for more P v ? every p �To Chord Temporary eve 10 truss spaces guardados horizonta/mente para mas de una information. Lateral Restraint „ Trusses que se han sobrecargado durante la construccidn o han slag alterados sin la autorizacidn 20'(6.1 m)max. semana,ponga b/ ueando de a/tura suficiente *** TCTLR 10'(3 m)-15'(4.6 m)max.Same spacing`,r. previa del Fabricante de Trusses,pueden hater nulo y sin efecto la garantia limitada del Fabri- oq tea el resumen BCSI-Bra para mas infor- ( ) as bottom chord lateral restraint Note:Some chord and web members_ Cantle de Trusses. detras de la pila de los trusses a 8 hasta 10 pies macidn. Mho , 2x4 min. en Centro(o.c.). ,1m not shown for clarity. - 21 Locate ground braces for first truss directly .,,) 3)BOTTOM CHORD-CUERDA INFERIOR "'Contact the Component Manufacturer for more Information or consult a Registered Design Professional for assistance. For trusses stored for more than one week,cover •!•^"' „ '+° t5,"'' To view anon-pdnung PDF of this document,visit wwwsbcindu=_try ram/bl. b .r n line with all rows of top chord temporary sr, Y°'v i Lateral Restraints-2x4x12'or bundles to protect from the environment. - ' lateral restraint(See table In the next column). \ `•x'` greater lapped Over LWO trusses.. NOTE:The truss manufacturer and truss designer very he the presumption that the given ro and crane operator(if applicable)are Para trusses guardados por mas de una semana, li DO NOT store On NO almacene en tierra professionals with the aspect of to undertake the work they have agreed to do on any given project.If the a method believes It needs cubra los paquetes para ro erlos del ambience. Coloque lot arriostres Ill tierra para el primer =90° assistance in some aspect re the ded ruction project,a should seek assistance from a competent party.The methods and procedures P q Pa P te9 Uneven ground. del outlined in this document are intended to ensure that the overall construction techniques employed will Put the trusses into place SAFELY. _ truss directamente en lineal con cads una de Bottom These recommendations for handling,installing,restraining and bracing trusses are based upon the collective experience of leading Refer to BCSI***for more detailed information las filas de restriccidn lateral temporal de la personnel Involved with truss design,manufacture and installation,but must,due to the nature of responsibilities involved,be presented a - a a Brace first truss chords pertaining to handling and jobsite storage of �+ Z; cuerda superior(vea la tabla en la prdxima only as a GUIDE for use by a qualified building designer or contractor It is not intended that these recommendations be interpreted as trusses. yFy "�-�- �-securely before superior to the building designer's design specification for handling,installing restraining and bracing trusses and it does not preclude the �`, .� column). erection of additional use of other equivalent methods for restraining/bracing and providing stability for the walls,columns,floors,roofs and all the interrelated Uea el folleto BCSI***para informacidn trials detal- t + structural building components as determined by the contractor.Thus,wrCA and TPI expressly disclaim any responsibility for damages P � DO NOT walk on trusses. 4+; lads sabre el manejo y a/macenado de los trusses �: arising from the use,application,or reliance on the recommendations and information contained herein. en area de trabalio• `__., unbraced trusses. , ? a f r J NO camine en trusses ) * Diagonal braces every 30 _ A'R__ suelros. ° truss spaces 20'(6.1 m)max. � "°ro„„„„ °El TRUSS PLATE INSTITUTE 10'(3 m)-15'(4.6 m) Note:Some chord and web members 6100 Enterprise Lane-Madison,WI 53719 218 N.Lee St.,Ste.312-Alexandria,VA 22314 max. not shown for clarity. 608/274-4849-www.sbcmdustry.com 703/683-1010-www.tpinst.org vowmomg BIWARN11x17 080828 L'ICaiLL•JrJ�l,'.1.� • / �i�-,� • - • �i � . • ' - • • • • • i Q�i �}[I�] • • - • • • •�- D • n D • •Qt" . 1 . • • • _ • ' LrIJ.�:G� �9'lA C7:I AS ' a • D - • ' • • TO WARNING!Disregarding Permanent Restraint/Bracing is a major cause of truss field perfor- 0 The TDD provides information on the assumed support for the bottom chord. ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT! iSIEMPRE ARRIOSTRE LA RESTRICCION LATERAL CONTINUA DIAGONALMENTE! Gable End Frames and Sloped Bottom Chords mance problems and has been known to lead to roof or Floor systems collapse. EI TDD provee informacion sobre el soporte supuesto para la cuerda inferior. Armazones Hastiales Y Cuerdas Infer!ores Pendientes iADVERTENCIA!Descuidar el Arriostre/Restrica6r,Permanente es una causa principal de B.Individual ef Web Member Reinforcement de rendimiento del truss en cam o habia conocido a l/evar al derrumbamiento del Q Install bottom chord permanent Lateral Restraint at the spacing indicated on the TDD B.Refuerzo de Miembros Secundarios Individuales 0 The Gable End Frame should always match the profile of the adjacent trusses to permit instal- prob/emas p Y and/or by the Building Designer with a maximum of 10'on center. T-,L-,Scab,I-,U-Reinforcement,proprietary metal reinforcement and stacked web products provide an lation of proper Bottom Chord Plane restraint&bracing unless special bracing is designed to sistema del techo o piso. ®rAtM®GI9 Spans over 60'may require complex permanent bracing.Please always consult a Instate Restriccion Lateral permanente de la cuerda inferior at espaciamiento alternative for resisting web buckling. support the end wall. Registered Design Professional. indicado en el TDD y/o por el Disefiador del Edificio con un maximo de 10 pies en el T-,L-,costra,I-,U-Reveen erzo, ernativaefuerzo de metal fir entorce y los miembros; de miembros secundarios la Armazon tricHastial siempre tre a encaropiadr d la filC er las trusses contiguous parr Pere es a ial ta- es BCAiipi�gM Tramos sobre 60 pies pueden requerlr arriostre Permanente complejo.Por favor, centro. amontonados proveen una alternative pars resistir el forcer de los miembros secundarios: diseif de restriction y arriostre ode extda de la Cuerda Inferior a menos que arriostre especial es siempre consulte a un Profesional Registrado de Disen"o. disen""ado parr sopoKar la pared de extremo. RESTRAINT/BRACING MATERIALS&FASTENERS Diagonal om c oA MATERIALES Y CIERRES DE RESTRICCION/ARRIOSTRE Bracing Planeftwan Common restraint/bracing materials include wood structural panels,gypsum board sheathing, Bottom Chords stress-graded lumber,proprietary metal products,and metal puffins and straps. Materia/es cOmunes de arriostrar/restringir inc/uyen paneles estructurales de madera,entablado ® MetalStackedde yeso,madera graduada por esfuerza,productos de metal patentados y vigas de soporte y r asi^' r-Reinforcement Scab Reinforcement VVVJJJ Prodct webtiras de metal. 4i�� - Exampleruss Member,typ. L-Remrorcement, (with sciLateral Restraint 2x4x12' The following table may be used unless more specific information is provided.<1 <_20' or greater lapped over La siguiente tabla puede ser usada a menos que informacion mas especifica esta provista. ® MN�i1II0O a9 Using a Flat Bottom Chord Gable End Frame with adjacent Trusses that have sloped s Minimum Nail Size Minimum Number of _ Bottom Chords is prohibited b some building codes as adequate bracing of this condition is Lumbar Stze V„ j rim i}r,, r Neils per Connogtlgr two trusses P Y 9 q 9 <_10'r r snrt 's"" - e e difficult and sometimes impossible.Special end wall bracing design considerations are required by �1p Some chord and web members not 2x4 stress-graded 10d(0.128x3") the Building Designer if the Gable End Frame profile does not match the adjacent Trusses. 12d(0.128x3.25") 2 shown for clarity. -Size 1 'z _ - )Type&Size of Web -•.4 Minimum. Minimum,,,;- •BCc'QNlVN&N El use de un Armazon Hastial de la Cuerda Inferior con Trusses contiguos cuales .- 16d(0.131x3.5') - Specified„ ol,sy _" Reinforcement, r Grade of Web• Lenpth qt Web "Connection of 4, tienen Cuerdas Inferiores pendientes es prohibido por algunos codigos de edificios porque ar- Lateral Restraint and Diagonal Bracing used to brace the Bottom Chord Plane. Fr CLB truss Retntorce'"ment 2x6 stress-graded 10d(0.128x3") - a ^ m"" �, r ,,,, Reidfereoment Reinforcement to Web: nostre adecuado de esta condition es dificil y a veces imposible.Consideraciones especiales de 12d(0.128x3.25") 3 3. PERMANENT BRACING FOR THE WEB MEMBER PLANE Uleh r t`t 2,, L PE-_ ° 3f YCt,A „I r, .u:rr, n disen"o para el arriostre de la pared de extreme,son requerldos por el Disenador del Edificio si el 16d(0.131x3.5") 2x4 2x4 2x4 2x4 90%of web or pefil del Armazon Hastial no hace juego con los Trusses contiguos. 3. ARRIOSTRE PERMANENTE PARA EL PLANO DEL MIEMBRO SECUNDARIO 7 Row 2x6 2x6 2x6 2x6 Same species extend to within toff Gun Other attachment requirements may be specified by the Truss Designer or Building Designer. Web Member Permanent Bracing collects and transfers buckling restraint forces and/or lateral 2x6 2x8 2x6 2x8 and grade species to of end of PERMANENT BRACING FOR SPECIAL CONDITIONS The size and attachment for bracing materials such as wood structural panels,gypsum board sheathing; loads from wind and seismic forces.The same bracingcan often be used for both functions. nails(0.131x3.5) ro netar metal restraint/bracing products,and metal purlins and straps are provided b the Building Designer. web member, ARRIOSTRE PERMANENTE PARR CONDICIONES ESPECIALES n v y g p p p y 9 q Arriostre Permanente de los Miembros Secundarios reco en 2x4 -- --- --- 2-2x4 better than s"on center' g y passe fuerzas arriostre restriction e - web member whichever is @ Sway Bracing-Arriostre Arriostre de"Sway" _ forcer /o cargas latera/es de viento fuerzas sismicas.A menudo el mismo arriostre puede ser 2 Rows 2xs --- --- 2-2x6 Y g- Y' PERMANENT BRACING FOR THE VARIOUS PLANES OF A TRUSS y g Y p 2x8 --- --- 2-2xe greater "Sway"bracing is installed at the discretion of _ - usado parr ambos funciones. Maximum allowable web length is 14'. the Building Designer to help stabilize the truss system ARRIOSTRE PERMANENTE PARR VARIOS PLANES DE UN TRUSS Individual Web Member Permanent Restraint&Bracing For Scab Reinforcement use 2 rows of 10d Gun nails(0,120x3")at 6"on center to attach reinforcement to web. `1 Top Chord 9 and minimize the lateral movement due to wind and ., Permanent Bracing is important because it, Plane Restriccion y Arriostre Permanente de Miembros Secundarios Individuales seismic loads. - a a)prevents out-of-plane buckling of truss Check the TDD to determine which web members(if any)require restraint to resist buckling. PERMANENT LATERAL RESTRAINT AND DIAGONAL= s, WEB REINFORCEMENT REQUIRED _ __ I Arriostre de"Sway'esta instalado por la discretion del members, Web BRACING REQUIRED d ,, TrM D x w r� E Q w.r. 1? 1 Disenador del Edificio parr ayudar en estabilizar el sistema ? , b)helps maintain proper truss sprang,andE.Member Revisa el TDD para determinar cua/es miembros secundarios(si algunos)requieren restricton a$90E51 I. •EBig41� e o E" a S ,,i h i pr f' para resistir el torcer. • a owgw q ,r1;2 , u„„ a, :{ de trusses y parr mrnrmrzar el movrmrento lateral debrdo a c)resists and transfers lateral loads from Plane „+lam r ? 1' „Y N 1,•, ENu —® �_ cargos de viento y cargos sismicas. wind and seismic forces. -' 0 Restrain and brace with, t t Z.. �: oDEresvamregv�aagD- 's »T i=% T,eoascne '1=�- [� Sway bracing Installed continuous) across the building also El arriostre Permanente es importante A.Continuous Lateral Restraint&Diagonal Bracing,or eacnonhesewebs. a. I f- : a-FoacE.En F 4 Y 9 Y 9 3;! _ porque, B.Individual Member Web Reinforcement. { Ur,nEftcoiM.,equenda rrr I S Ti3REFUM =1 0 serves to distribute gravity loads between trusses of varying ,A , en coda de esros miembros , vaEE aw 5 ao mu wouTE wxs sEN ooa ,„�' DasCABS "A; .'� Stiffness. a im ide e/torcer fuera-de- lano de los P P a " ., �; ,'' Restrinja y arriostre con, .- eec ntleune ,oE•m x"Yp a _ . aauan.eno l;v. 1 "Sway" miembros del truss, / a eq k) . A.Restriccion Lateral Continua y Arriostre Diagonal,o n RESTRICCIONLATERALPERMANENTE Y ARRIOSTRE OEers EE*a•ss ww cAw�w• unu Arriostre de Sway que es instalada continuadamente at traves del edlfioo tarsi es usado v" 6 r REFUERZO DE MIEMBRO SECUNDARIO RE UERIDO I para distribuir las cargas de ravedad entre trusses de ri fdez variando. b)ayuda en mantener espaciamiento B.Refuerzo de Miembros Secundarios Individuales. DIAGONAL ES REQUERIDO Q g g g apro iado de los trusses, P Y Permanent Restraint/Bracing for the Top Chord in a Piggyback Assembly c resiste asa las cargas laterales de P Bottom chord A.Continuous Lateral Restraint(CLR) Y P 9 Restriccion/Arriostre Permanente Para la Cuerda Superior en un Ensamblaje de viento y fuerzas sismicas aplicadas at Plane &Diagonal Bracing _ � Q Some Truss Manufacturers mark the locations of the web Lateral Restraint or reinforcement on Piggyback Structural A.Restriccion Lateral Continua(CLR)y Arriostre -n. the truss using tags similar to those above. ggy sistema del truss. Sheathing on Diagonal Algunos Fabricantes de Trusses marcan en el truss las ubicaciones de refuerzo o Restriccion 0 Provide restraint and bracing by: Repeat Diagonal Trusses require Permanent Bracing Top Chord Lateral de miembros secundarios con etiquetas similares a las arriba. •using rows of 4x2 stress-graded lumber Bracing at 10' within ALL of the following planes PlaneQ Attach the CLR at the locations shown on the TDD. CLR and Diagonal Bracing,or, internals or less, Web Member Plane Permanent Building Stability Bracing to Transfer Wind&Seismic Forces 1.Top Chord Plane Su'ete el CLR en las ubicaciones mostrados en el TDD. - connecting the CLR into the roof as specified. CLR at 1 Arriostre de Estabilidad Permanente del Edificio del Plano de Miembros Secundarios Para 2.Bottom Chord Plane. '°�""' diaphragm,or s ' Q Install i the Diagonal Bracing at approximately Diagonal to the CLR and position so that it crosses the Desplazar Fuerzas de Viento y Fuerzas sismicas pacing , 3.Web Member Plane •adding Structural Sheathing.or Bracing, �� Nix web in close proximity to the CLR.Attach the Diagonal Brace as close to the Top and Bottom { specified Trusses requieren Arriostre Permanente I` n mot';: .. Chords as possible and to each web it crosses.Repeat every 20'or less. 0 The web member restraint or reinforcement specified on a TDD is required to resist buckling Frames,or on the dentro de TODOS los siguientes plans: '" under vertical loads.Additional restraint and bracing is typically required to transfer lateral loads some other equivalent means. Truss Design y gntw Instate el Arriostre Diagonal a aproximadamente 45 grados al CLR y to coloque para que truce 9 tyP Y q 9 P r ri rn r r: 1.Plano de la Cuerda Superior •z rovee est ccion a ost e o P ur "due to wind and/or seismic forces.This restraint and bracing is typically provided b the Building Y P Drawing la cuerda mu cerca del CLR.Su'ete el Arriostre Diagonal coma cercano a las cuerdas inferior 9 tYP Y P Y 9 9 2.Plano de la Cuerda Inferior y 1 g y •usando filas de 4x2 CLR madera grad- 3. coma sea posible y a coda cuerda cue to cruza.Repita coda 20 pies o menos. Designer. uada or esfuerza Arriostre Diagonal,o 3.Plano del Miembro Secundario � La restriction o refuerzo de miembros secundarios especificada en un TDD es requerido a resistir, P Y 9 ®t;,r^1NJ1TtTCony"Ju 9 Without Permanent Bracingthe truss,or a portion of its members,will buckle i.e., el torcer bajo cargas verticales.Restriccion y arriostre adicional es requerido,tipicamente para •conectando e/CLR at diafragma del ( EXAMPLES OF DIAGONAL BRACING WITH CONTINUOUS pasar cargas latera/es debidas a fuerzas de viento y/o fuerzas sismicas.Esta restriction y arriostre echo,0 fail)at loads far less than design. LATERAL RESTRAINT es tipicamente provisto por el Disenador del Edificio. •an"adiendo Entablado Estructural o Arm rANNYMN Sin e/Arriostre Permanente,del truss,o un parte de los miembros,torceran(ej. Continuous zanes de Arriostre,o fallaran)de cargas muchas menos que las cargas que el truss es disefiado a llevar. Lateral Restraint Permanent Continuous al unos otros metOdos a uivalentes. Lateral Restraint g q 1. PERMANENT BRACING FOR THE TOP CHORD PLANE Diagonal Brace to roof Diaphragm b ocking 1. ARRIOSTRE PERMANENTE PARR EL PLANO DE LA CUERDA SUPERIOR Diagonal 0 Refer to the TDD for the maximum assumed spacing for attaching the Lateral Restraint to the top Bracing Gable End chord of the supporting truss. 0 Use plywood,oriented strand board(OSB), Frame Refiere at TDD para el espaciamiento maxima supuesto para sujetar la Restriccion Lateral a la or wood or metal structural purlins that are Puffins Roof' cuerda superior del truss soportante. properly braced. jt (u Diaphragm Cap Use contrachapado,panel de fibras orientadasR f ttgl c Blocking - The TDD provides the assumed thickness ,,- Trusses (OSB),o vigas de soporte de madera o metal _ cue son arriostrados apropiadamente. s re the restraint and minimum connection ,4 M _ Horizontal requirements between the cap and the Note:Top Chord .?* p't *si`"r1'; CLR required only 1 r „ p L-Reinforcement supporting truss or restraint. 0 The Truss Design DrawingTDDppprovides p Group of 3 Trusses Note:Some chord and web members sheathing notsnown / „d El TDD provee el grosor supuesto de la if Bracing Frame or Sheath- information on the assumed support ort for the to p not shown for clari for clarity. s' ,• restrico6r;y los requisitos de conexion `,:Structural Sheath- - El Dib rig is installed Structural mmimos entre la caps y el truss soportante �. El Dibujo del Disen"o de Truss(TDD)provee Q Some Truss Desi Bottom Chord / intermittently - ' Diagonal"X"bracing in the Top Chord Plane at intervals griefs provide general O Id festrlCClOn. y informacion sobre el so orte su uesto para la Sheathing Lateral Restraint P P specified by the Building Designer Diagonal design tables and details to assist the Build- � `Bracing Frame cuerda superior. 45° in Designer in determining the Bracing Brace 9 9 0 9 `0 If Diagonal Bracing is used to restrain the ��or Structural rl Gable end/wall permanent Diagonal Bracing. 0 Fastener size and s acin re uirements and fade for >' required to transfer lateral loads due to CLR s � 9 spacing q 9 �� I Locate in line with Bottom Chord permanent O,repeat at 10'intervals or as Sheathing the sheathing,purllns and bracing are provided in theme m Diagonal Lateral wind and/or seismic forces from the Gable .CLR or as specified by the Building Designer. specified in the Construction Documents. Supporting building code and/or by the Building Designer. ,.d Braces End Frame into the roof and/or ceiling Si Arriostre Diagonal es usado para re- Trusses z Restraint p 'g / O . El taman"o de cierre y requisitos de espaciamiento y y°y'°" u aitwkr diaphragm. i T� M stun rr el los CLR s,re fta en mtervalos grado para el entablado,vigas de soporte y arriostre i ,�. )� Algunos Disenadores de Trusses roveen de 10 pies o como es ecificado en los son provistos en el codigo del edificio y/o por el Diseda- tahlas y detalles de disen"n gPnerales para asistir el Disenador del Edificio en determinar el Ar- Documentos de Construction. dor del Edificio. es'" of ectt Lateral Restraint Group of 2 Trusses riostre requerido para pasar cargas laterales debidas a fuerzas de viento y/O fuerzas sismicas del ° Ir 1„ ., y Armazon Hastial at diafragma del techo. 2. PERMANENT BRACING FOR THE BOTTOM attached To view a non-printing PDF of this document,visit www.sbcindustry.com/b3. NENT rigid _ 9 Lateral Restraint&Dia anal Bracing can also be used -45° Para ver un PDF de este documento cue no se puede imprimir,visits wwwsbcindust .com/b3. CHORD PLANE ceiling g 9 ry A three or less). ttach. 2. ARRIOSTRE PERMANENTE PARR EL PLANO DE LA CUERDA INFERIOR with small groups of trusses(i. k the Lateral Restraint &Diagonal Brace to each web _ Use rows of continuous Lateral Restraint with Diagonal Bracing,gypsum board sheathing or rigid member that they cross. ceiling. Restriccion Lateral y Arriostre Diagonal tambien puede ser usado con grupos pequen"os de a ,1O1X4 TRUSS PLATE INSTITUTE Use filas de Restriccion Lateral Continua con Arriostre Diagonal,entablado de yeso o trusses(ej.tres o menos).Sugete la Restriccion Lateral y el Arriostre Diagonal a cada miembro 6300 Enterprise Lane•Madison,MIT 53719 218 N.Lee St.,Ste.312•Alexandria,VA 22314 techo rigido. secundario que los cruzan. ! 608/274-4849•www.sbclndustry.com 703/68371010•www.tpinst.org 83WE811 x17080710 MD gfl„/1C� p cv] fi r�Y.Z p 0 lSil�J U L5 L_y�J U t�.CJ • i { I I i f . _ I i I I I i i I i 140-0-0 I 35-6-0 69-0-0 35-6-0 0 , W Lm . ry -; 1-0-1 I 1 I i r. H 5A P_ _ _ ._. - _ _ � � E BEARING>.: 1 R 1 10 8 _ - i. _ �,� ;. ::: ��. _- ::: �,. ..,_ _ _ 501 1-10 8 -------------_-___—_-- --- ® !� f', (' �{ ( �� � ! !� ---__=--------- _--- - -=---- - —, OR TRUSS TO WALL CONNECTION : " 502 A ! i ! II ! i I i A 5O2 UNLESS NOTED OTHERWISW ON THIS PLAN 2-0-0 i - - I I � I I �I 1i l� 2 0 0 u 502 A I I I I A 502 I � 1 � { ! ( ( 2. SEE INDIVIDUAL ENGINEERED 2-0-0 i I I I I� I i — 2-0-0 ! �I !� ( DRAWINGS FOR PERMANENT 100 502 0 0 0 0 0 0 0 { 0 o f o 0 0 o v 0 v I! 0 0 0 j1 0 0 0 0 0 0 0 !; 0 0 0 ! 0 v i o 0 v o 0 i o 0 0 Ao 0 0 0 0 0 5Q2 ATERAL BRACING 2-0-0 : : I : : { : : : r; : : i : I : : : j : : ii I ! : : O I : : i : I; : : : : : i I i I _ o v o 0 0 0 I o 0 o v v o 0 v v ! o v o 1 v v o v I 0 o v v o I v o v i v •-+ 0 0 v o + o o v v v o v o 2"0"0 ���- I I I I i i I I ! i I I : I I i : I I I I I Ii : ;I I I : : _mot= __-t : = -- 3 _-- --- -- _��- - -=r.._ -- .ALL TRUSSES SPACED AT 2'FACE TO 5O 2 — N N N N N N N N { N N N N N N N N , N N I N N N N N N N N N N i i N N N +-� N N N N N N N N N N N N 502 2-0-0 ACE UNLESS NOTED OTHERWISE. 2-0-0 II !i I' j I• 5O2 A I I °! I i1 I ! ( A ' SO2 DO NOT CUT OR ALTER TRUSSES 2-D-D I I it I i 2-0-0 UNDER ANY CIRCUMSTANCES. - - =, i � o ao 502 A ;I ` ' , A 1 502 2-0-0 !( h 'I II ' I 2_D_D ALL DIMENSIONS FROM OUTSIDE --- ----- ---- -- -- _---._ _.- -- ---- ± .'a $- -O (i I i j l — _— -- _-=-- ---- - ------- - F STUD WALL. 2_0_0 502 _ A i I ! ! j� I i A 502 ( - — _-- — 2_0_0 .SEE BCSI 1-03 SUMMARY FOR I +f 502 A I , I) �� ( 1 I (1 A 502 - _ ROSS BRACING REQUIREMENTS 2-0-0 I I I• l ( „ 2-0-0 NLESS STATED OTHERWISE 2-D'D 502 ( A f1 f; I� I ! i I I A 502 fi: - - Y ENGINEER OF RECORD. i �I' ZDD 2-D-D SO2 I I{ i{ j j ! i if �i i SONG FOR RECOMMENDED HANDLING N II I I I I I 2-0-0 _ -- - -- -_ - 502 -- —�o Ln M A II I �! I I 4 I Ara N et --t0 ----- 502 ANDBRACING. 0 04 0 0 0 C ! ( �I I , a o 0 0 0 0 2-0_0 I� n I i; I i �I I !I ( h r'► ^ ^ I ^ 2-0-0 .POST DOWN UNDER ALL GIRDERS 2-D-D 502 A j I 1 i I ( I I� i A 502 2-0-0 ALL BEARING LOCATIONS. - ------_--_-_— - ----.- -_---_ ------ _-. -- _ ;i � I {I I ,I ! I I --- ------------ -- -- - 10. PLYWOOD SHEATH ROOF PRIOR TO INSTALLING � 502 A i ! i :i I } ,I ' A 502 ALLEY 2-0 0 2-0-0 SETS 502 I I I `` I 1 I 2-0-0 A I' II I fi i I, �' i I `! ' A 502 2-0-0 HESE DRAWINGS ARE PROVIDED AS A GUIDE TO THE IN I i TALLATION II I ! ; !I F METAL PLATE CONNECTED WOOD TRUSSES,ENGINEERED LUMBER 502 A I �I ! !! tl ! I A 502 i I ( 1 I 2-D-O RODUCTS,LIGHT GAGE STEEL TRUSSES STRUCTURAL STEEL AN PANELIZED 4 2-D-D I I� !! D WALLS , -- 1 ( !? �I E SED AS FRAMING COMPONENTS. 502 1 I• i A 502 2-0—o A i ! I �I 1 it I I I 2-0-0 RELIABLE TRUSS WILL ASSUME NO RESPONSIBILITY FOR ANY DEVIATION FROM THE CONTENTS ! rl I M M M M �+r! d'! M �A , d' et et et I I d' I �O � �D { ctD t0 f I V et � � et d' d'LA ! M M M � M M en M 1H 502�— -- A o �� o 0 0 0 0 �Ioo 0 0 0 0 o o 0 10 0 0 0 0 0 ! o 0 0 �Io o ' ' I Q Q Q o A 5O2 F THESE DRAWINGS WITH REGARDS TO ANY STRUCTURAL MEMBERS THAT ARE MADE WITHOUT 2-0-0 ' Ln Ln Ln Ln Ln Ln Ln Ln m m I m Ln �n �n an �n an ! Ln an Lei !Ln an Ln n I � n Ln n o �' Ln - - � O LA � � I , �; ; IAA ;� LA Ln� 2 D D ITTEN AUTHORIZATION FROM RELIABLE TRUSS . 502 I { �, 2_0_0 A , , I ! i1 II A 502 a } I! I $ 2-0-0 1 I I A 502 �--�• TRUSS PIIACEMENT Z0D f I I ' I I ! , , , � 200 ..: 502 ,. _ . � a. ,,, _ _. ,. � � � RAM 0 �,, ', i ! I � N il ! �: _ .TDB AME:46NORTHSTATIONMA 2- —0 -,; 501 ! xx xxI 501 2-0 0 � ,. ,., 17 B NUMBER 0909342 B M4R : : RELIABLE TRUSS ! X = 1 HGT3 + 2 HTT22 602 0� 602 0 AND . CUSTOMERNAME:OCEANSIDE HANGER: 20o w�by Road, COMPONENTS, DEVELOPERULC New Bedford,MA NCHORS PER BEARING - A = HUS26 ! TauF:a1-sss-SW7V7 DAZE:io 09 Lacs11-505998.7877 B = HJC26 O� O O 94 0 491 FAX 1-508 9951724 DESIGNER:MP SCALE:NONE X = 1 H 16 CLIP c = t_US24 �1 tD t0 c0 35-6-0 14-6-0 12-0-0 14-6-0 35-6-0 D = 2 10p Toe nails top and bottom chord FOR INSTALLATION 10-23-09 _ 40-0-0 i i ,i ROOF TRUSS PLACEMENT PLAJk I I _ x � 6 lls 0 � v I t I L { r I i r I I> I - f IF lip r TLL-0379819 0909242-23044R RF INSTALL MA 10-23-09 1 � I i I I . 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