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HomeMy WebLinkAbout0157 FALMOUTH ROAD/RTE 28 /s7 tn/nou`�/t �_ u � � � i a Q t or OP i � C CAI � r �� r� � PROJECT � V1 � NAME: � � ADDRESS: A-VI V-1 t-S PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT G3 Data entered in MAPS program on: a I BY: � S i tt f , q/wpfiles/forms/archive i PRO E NAM CT NAME: ADDRESS: PERMIT# O PERMIT DATE: M/P• r I — C) 5� LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: t z BY: q/wpfiles/forms/archive PROJEC NAME: ADDRESS: PERMIT#_ PERMIT DATE:—,c5 L�? LARGE ROLLED PLANS ARE IN: BOX I�- SLOT __(j Data entered in MAPS program on: � Z �s BY: q/wpfiles/forms/ archive �. l NONE BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. May 29, 2013 Mr.Thomas Perry(via email tom.perry@town.barnstable,ma.us) Building Commissioner,Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Renovations to the Second Floor at Cape Cod 50 Savings Bank, Hyannis MA Mr. Perry, , We have been contracted by the Cape Cod 50 Savings Bank to perform services during the renovation phase at the existing second floor space. Brown Lindquist Fenuccio& Raber will provide all Construction Administration Services as required by Section 107.6.2 Registered Design Professional Services. 107.6.2.2-Construction of the Massachusetts Amendment to IBC 2009 International Building Code. Please feel free to contact our office with any questions. Kurt O6ber, Pdncipal Cc: Wes Lohr,Cape Associates(via email) 203 WLLOW STREET SUITE A PH 608-362-8382 YARMOUTHPORT MA 02675 FAX 608-362-2828 W W W.CAPEARCH ITECTS.COM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a Parcel 0 rl S pplic on # 6 Health Division Date Issued Conservation Division Application Fee Planning Dept. f Permit Fee 65 Co- Date Definitive Plan Approved by Planning Board ©� _ 3 Fie Historic - OKH _ Preservation/Hyannis Project Street Address 5�=` �_ o a Village 1 A i 4 Owne t Ca��ut ttwm S sa a4.s 4 " _�arf Address�O. .c3.aX Telephone SU qS Z Y6. Permit Request Via`✓ r oa q�, r e k � a cc Square feet: 1 st floor: existing proposed 2nd floor: existin proposed ad Total new Zoning District _ c Flood Plain /tt A Groundwater Overlay Project Valuation �&/,,000 Construction Type S Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Z U Historic House: ❑Yes C�I&o On Old King's Highway: ❑Yes `4 No ® o 0 Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.fth C> Number of Baths: Full: existing new Half: existing new -v Number of Bedrooms: existing —new N C" Total Room Count (not including baths): existing new First Floor Room Gount ' Heat Type and Fuel: [(Gas ❑ Oil ❑ Electric ❑Other Central Air: Yes ❑ No Fireplaces: Existing XNew Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial , 'Yes ❑ No if yes, site plan review# /� -- Current Use- USt no. S-' I / T &A k Proposed Use Alm C. ,&,t 9 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam /y550G_t Vf c- cC Telephone Number Address 1,�('il' rx� Si�e.Q ( License # V4Lf ACo J PO r(,t WA =4= 7 S Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_DyVcjI,Q,1' t tP SIGNATURE DATE i " FOR OFFICIAL USE ONLY ' APPLICA71ON# �+ DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER• •• _ - �' DATE OF INSPECTION: ' FOUNDATION 'FRAME INSULATION ' z FIREPLACE r ELECTRICAL: ROUGH d FINAL r , PLUMBING: ROUGH FINAL GAS: ROUGH - p FINAL' +' FINAL- BUILDING ' , 7 DATE CLOSED OUT - " C+,�3 }irc `� ;? , - .i ASSOCIATION PLAN NO. ri . _f •a 1 Taw s of.-B' able .. .. _ '. : .:. F Re Sato .Sezwices •i= S=Atutsr,�re; d - - -•.... 'T11asT'.:Gciler�AlrcCtor• - -- ._ '•,�. .39 Building_Divsion Tom Perry,Building Commissioner 200 Main St=4 Hyannis,MA 02601 ivww3own.barnstable.wa.us_ ' Office:. 508-862-4038 Fax: 508-790-6230 ~ Property Owner'Must Complete and Sign This Seetion If Using A Builder I,ors o F�v G-ht'< Q�psK,as Owner or the subject property Lereby authorize /L a D d L to act on my behalf, in all matters relative to work authorized by this building permit n 1 .(Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or udUzed before fence�is installed and all final " inspections are performed and accepted. Signature of Owner Signa e of pplicant'. Print Name Print Name- Date Q:Fowrrs;owia WBR?v0SI0NPoots W2012 „ 177 I Cape Cod ry_ Justin "Skip" Novaki,;, _ Director of ORcrations Services Operations Center r , r z _ s • d eDEP -11'4assDEP's OnlineFiling System Page 1 of 1 MassDEP Home l Contact l Privacy Policy MassDEP's Online Filing System Usemame:WLOHR Nickname:WL My eDEP 1 Forms®; My Profile® Help Receipt Forms Signature Receipt Summary/Receipt a 1_,print receipt,l j Exit ,l Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP"to see a list of your transactions. DEP Transaction ID: 566774 Date and Time Submitted: 5/29/2013 1:22:27 PM Other Email : Form Name: AQ 06 -Construction/Demolition Notification Payment Information f DEP code: 84499 Date: 5/29/2013 1:20:05 PM Amount($): 85 Payment Detail: LOHR WES --AccountType--AccountNumber****1240 Confirmation Number: Contractor Contractor Number Name Address, , Supervisor Project Monitor Lab My eDEP MassDEP Home l Contact l Privacy Policy MassDEP's Online Filing System ver.11.15.0.0©2013 MassDEP https://edep.dep.mass.g,ov/Pages/PrintReceipt.aspx 5/29/2013 f, y } Massachusetts -Department of Public Safety Board of Building Regulations and Standards 0)n%truOiwiy 5itperr isf ar License: CS-082435 RICHARlD M BRYAN 125 KETTLE HOLE IL 1 EASTHAM MA 026421 q Expiration Commissioner 05/08/2014 i M W Office of Consumer Affai and Business Regulation 10 Park Plaza - Suite 5170 w.a Boston, lUlessachusetts 02116 Horne Improveifien ontractor Registration _ Registration: 100110 _ ') Type: Supplement Card lI ,' Expiration: 6/9/2014 CAPE ASSOCIATES, INC. g � lg RICHARD BRYANT Y 34.5 'Massasoit Rd 9 � N. Easthan. MA.,02651 ' Update Address and return card. Mark reason for change. ` ❑ Address Renewal ❑ Employment Lost Card DPS-CAI Co 5OM-04/04-G101216 7te eommow� Office of Consumer.Affairs&Business Regulation License or registration valid for individ"ul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration '1106'110 Type: 10 Park Plaza- Suite 5170 Ex iratrtict. �912b4 Su Iement Card T p € _ 3 � Pp Boston,MA 0 16. CAPE.ASSOC1AT.-F, , C � --,1",. RICHARD BRYAN4 I L � PO Box 1858 '' {, yr, N. EastIham, MA 49— 0265 . �r Undersecretary Not lid without signature 3 Department ofLi�dustri&Accidents..., O ff ce of Investigations 600 Washington Street Bosfan, ZVIA 022111 . N".mass gov, a " Workers' Compepsat oia lAsarauce Affidavit: Builders/Contractors/ lectricians/Piwmbers A_ppBcant Inforiaation Please Print Le "bl ' Name(Business/organirafion/Individuan: Address: Z o 3 A), E ouJ g i P4-4el - City/StateJZip:. .cr o '7 (� o t673 Phone.#: 50% Are you an employer? Check.the appropriate bog: :Type of project(required): l ] I am a e to er with` G 4. ❑ I am a general contractor and I mP Y _ ,l Q 6. New construction . employees (full and/oipirrt-time).*. have hired the stab contractors 2:❑ I am a'sole proprietor or partner- listed-on the'attached sheet 7. (�Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working forme in am c aci employees and have workers' y cap?,city. 9. ❑Building addition [NO workers' comp.insurance comp.insurance, -= 5. ❑ We area corporation and its 10.❑Electrical repairs or additions required] officers have.exercised their 11.❑Plumbing repairs or additions _ 3.❑ I ara i homeowner-doing all work• myself [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance r ed t c. 152, §1(4),and we have no equn ] ' to ees. o workers' 13.❑ Other .emp Y- LN comp:insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infotrnation. t Homeowucrs who submit thus affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ` lContractors 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,trey must provide their workers'comp.polioy numbcr. Iam an employer that is providing workers'compensation insurance for.my employees. Below is thepolicy andjob site information. Insurance Company Name: �9, .,1�. i7/� [/� y S o r a A LX t�e = Policy#or Self-ins.Lic.#: z �r�`70 0l 7 0 t 2_ Expiration Date: - Job Site'Address: / � a �.ua,J2�?o 4 d City/state/ZiP:wv, Attach a copy of the workers' compensation policy declaration page-(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemeri_t may be forwarded to the Office of LavestiRafions of the DIA for' e coverage verification. I do hereby certify u e a d of perjury-that the information provided above is true and correct Signature:• Date: = Phone#' S �' T�Z- r7?o Official use only. Do not write in this area, to be completed by cify.or town bffuiaL City or Town: Permit/License# Issuing Authority,(circle one): . J.Board of Health 1 Building.Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: M. I f®r a o aid Ins rue ons Massachusetts.General Laws chapter 15 requires all employers to provide workers' compmsation.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' fi oral or written. - ?mP �. ,. An employer.is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more - of the.fore i.ng engaged.in a joint enterprise,and including the legal representatives of a deceased emXiler,or-tfie.....................:_..,.... . .. receiver or trust -of an individual,partnership, association or other legal antity;�employing employees. owever 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 binding 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 applicanf who has not produced•acceptable evidence of compliance with the.insuurance coverage required-" Additionally,MGL chapter 152, §25C()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 corqpli.a.;ce vrith the ins�nce requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checlQng the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s)along with their certificates) of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial ' Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers.' compensation policy,please call.the Department at the number listed below. Self-insured companies should enter their self-insurance license cumber on the appropriate line. City or Town Officials. , Please be sure that the affidavit,is complete'and printed.legrbly. 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 td.contact your regarding the'appplicant, Please be sure to fill in the perntllicense.nuimber which will be used as a reference number.,.ha addition,an applicant that must submit mull' le emzitJlicense a hcations in an en ear need only ibl f due affidavit`indicat�n 'current tip P PP Y a Y Y g 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 fo 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 hke 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 t"QMMGIIWWtTa of Mmac-huts_�tu Q �e of luves gat ms 6W-W. asbingbcai St= Bo�ton- , MA 0 111 Tel.# 617 727-49.00 exit 406 C�r -M-MAS.SAFE A Revised 11-22-06 Client#:43203 CAPEASS (MMlD ACOR DATEDryYYY) D. CERTIFICATE OF LIABILITY INSURANCE 61 (MMID z THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT donna White NAME: Rogers&Gray Ins.-So.Dennis PHONE 508 760-4609 a No): 877-816»2156 434 Route 134 AMCAIL Ext ADDRESS: dwhite@rogersgray.com South Dennis,MA 02660-1601 508 398-7980 INSURERS AFFORDING COVERAGE NAIC# INSURER A:NGM Insurance Company 14788 INSURED INSURERS:A.I.M.Mutual Insurance Co 33758 Cape Associates,Inc. INSURERC: P.O.Box 1858 North Eastham,MA 02651 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MWDDIYYYY MMIDD/YYYY A GENERAL LIABILITY MSO41163 01/0112012 01101/2012 EACHOCCURRENCE $1,000000 X COMMERCIAL GENERAL LIABILITY PREM 8E90L-Ra o0 o ence $50 000 CLAIMS-MADE FX_]OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $i,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PEP: PRODUCTS-COMPIOPAGG $2,000,000 X1 POLICY jAa El LOC $ A AUTOMOBILE LIABILITY M9041163 D110112012 01101/201 Ea acclde°nISINGLE LIMIT 1,000,000 IXANY AUTO BODILY INJURY(Per person) $ ALLOWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIREDAUT09 X NON-0WNED PROPERY DAMAGE $ AUTOS - Par acad enl A X UMBRELLAIL OCCUR CU041163 1101/2012 01/0112013 EACH OCCURRENCE s3,000,000 EXCESS LIAR HCLAIMS-MADE AGGREGATE s3,000,000 DEb I X RETENTIONS10000 $ B WORKERS COMPENSATION WMZ8006570012012 8/2412012 08/24/2013 X O STATU- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVW E.L.EACH ACCIDENT $500,000 OFFICEiIMEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS befew E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddiDanel Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 1 S .,.. 6 0)198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S86158/M86151 TLH • -7 Elm BROWN LrNDQUIST FENUCClO & RABERI� ARCHITECTS, INC. May 29, 2013 Mr. Thomas Perry(via email tom.per6y@town.barhstable.ma.us) Building Commissioner,Town of Barnstable 200 Main Street Hyannis, MA 02601 r ,. Re:, Renovations to the Second Floor at Cape Cod 50 Savings Bank, H)annls MA Mr. Perry, We have been contracted by the Cape Cod 60 Savings`Bank to perform Services during the renovation phase at the existing second floor space. -Brown Lindquist Fenucclo&Raber will provide all Construction Administration Services as required by Section 107.6.2 Registered Design Professional Services, 107.6.2.2-Construction of the Massachusetts Amendment to IBC 2009 international Building Code. Please feel free to contact our office with any questions Kurt MPdncipal Cc: Wes Lohr,Cape Assocldtes(via email) 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 W W W,WEARCH ITECTS.COM / TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 31 07 5 Application # ► ��-�Health Division Date Issued I� Conservation Division Application Fee c Planning Dept. Permit Fee l Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address I-S7 F—At,M O V T' i- FDA D R TE 28 Village H- Pf nrl s OwnerGA-?IG 60D fI V E� G EFNrS SA-V I fo&e, BAN1I�Address PC 90 /0, OK L-Ei}NS5 iM* 014-55 TelephoneS5r✓- Permit Request e o e ( 0 A irl b +D 61 r,I Ltde, ; room I q pN elr JS� 9_c l e 1,+i V,e cl e rn 01 4--I' D . +BUiIAi be otatPl Purih� �cvr< ova-},'v�s . Square feet: 1 st floor: existing3jftoproposed34 000 2nd floor: existing proposed Total new _0 Zoning District Flood Plain Groundwater Overlay Project Valuation M DDD. Construction Type Lot Size ! . !1 3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Z007, Historic House: ❑Yes XNo On Old King's Highway: ❑Yes Alo Basement Type: `Full ❑ Crawl ❑Walkout, ❑ Other Basement Finished Area (sq,ft.) Basement Unfinished Area (sg,ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: d existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other 1-4 z ry Central Air: XYes ❑ No Fireplaces: Existing D New Existing wood/co to ❑J-Yes to Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new sijw— Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1 � Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ , V Commercial )(Yes ❑ No If yes, site plan review# Current Use BUS 1 N E5S / BANK Proposed Use Y4 D CWArN &F- I APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CAPE ASSD(,I A1- S 1 N L • V Telephone Number C SO S) Zss— 1 -1-70 Address Fa SOX 10 57 93 License # U 1 4!9 8!r 1V• �� �d �1�Y tl M Home Improvement Contractor# /&9) din Worker's Compensation #hMP Il U ZD 0 D 0[8& 0120J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SAN D VV I G M SIGNATURE DATE �— FOR,OFFICIAL USE ONLY 4. APPLICATION# VATE ISSUED MAP/PARCEL N0. =t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION `J FRAME ' INSULATION FIREPLACE F. ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL rr GAS: - ROUGH FINAL ` FINAL BUILDING r " DATE CLOSED OUT t ASSOCIATION PLAN NO. jj - - i .\ 77je Commonwealth of Massachusetts -- Department o,f In drtst;n al Acciderats Office of Investigations ,+ 600 Washington Street Boston,M4 02111 wam%niass.gov1 dia Workers' Compensation Insurance Affidavit: Buiders/Contractors/Elec@ iciansMumbers Applicant Information Please Print Legibly Name(BwinesstOrganizationrintlividual):Cape Associates, Inc. Address-.P.O. Box 1858 City/StZip: N. Eastham, MA, 02651 Phone-: (508)255-1770 Are 1rou an employer?-Check the appropriate box: Type of project(required): 1.❑✓ I am a employer mrith 90 4. ❑I am a general contractor:and I 6_ New construction employees(fullsub-contractors and/or part-time)_' have hired the sub-contrac m s ❑ 2.❑ I am a sole proprietor or partner- listed on the attached:sheet; y- ✓❑Remodeling ship and have no employees These sub-contractors have 8- ❑Demolition working .for me in any capacity_ employees and have workers' p. ❑Building addition [No workers' comp_insurance comp_insurance required_] 5. ❑We are a corporation and its 10.❑Electrical repairs or additions 3.[1 I am a homeoumer doing all work officers have exercised their 11 C]Plumbing repairs or additions myself.[No workers'comp- right of exemption per MGL 12E]Roof repairs insurance required.]1. c.152, §1(4).,and we.have no employees-j[No workers' 130 Odw comp.insurance required.] *Atty appkizam that checks boa 11 must also fill out the section bebmr showing tkteir workers'compensation policy infoemsrtiom Hameow ers who submit this affidwit imdizst ug they am dGmg all watt and tFi m hire outside contmckaas must submit a new affedn it imdica ul saucb- =cantmcaoas than cheek this box must aRtached an addidoa M sheet shore ing the nsme or the sub-camnaors and stake whather or aw those entities b e employees. If the mb<owmctors have employees,theymnst provide their waaken'comp.policy number- Below is thepolfiC'andj b site informaflOa6 Insurance Company Name:A.I.M. Mutual Insurance Policy#or Self-ins-Lie.#:APPMCC2000018601201 Expiration Date:8/24/12 Job Site Address:157 Falmouth Road, Route 28 City/State/Zip:Hyannis, MA, 02601 Attach a copy of the workers'compensation policy decl��ratiou Page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to 51„500.00 and/or one-year imprisonment,as well as cixil 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 fomrarded to the Office of Investigations of the ILIA for insuranc coverage verification. I do hereby ceriffir under the prams i pPata tit'that the information provided abmre is trite and correct si e: Date: 2/7/12 Phone : (508) 889-7786 Official use onty. Do not write in this area,to be completed by c-ity1 or town of ciaL i City or Tos;m: PermitUcense 9 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CityfFonm Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other° Contact Person: Phone 0: - - 6 Client#:43203 CAPEASS DATE(MMMWYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 1/04/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER cONFAOr Denise DeLeo Rogers&Gray Ins.-So.Dennis �c°NNo E><t:508-760-5745 FAX.No): 877-816-2156 434 Route 134 ADDRESS: deleode@rogersgray.com South Dennis,MA 02660-1601 INSURER(S)AFFORDING COVERAGE NAIC# 508 398-7980 INSURERA:National Grange Insurance Co. INSURED tNsURERB:A.I.M.Mutual Insurance Cape Associates,Inc. P.O.Box 1858 INSURERC: ENSURER D North Eastham,MA 02651 INSURER E; INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE NSR WVD POLICY NUMBER MM1DDIYYYYy EFF POLICY EXP LIMITS A GENERAL LIABILITY MSO41163 1/01/2012 0110112013 EACH OCCURRENCE $1 000,000 X COMMERCIAL GENERAL LUhBIt ITY PREMISESOM=nce $50 000 CLAIMS-MADE Ful OCCUR MED EXP(Any one person) $5,000 X PD Ded:250 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GFAL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $2,000,000 POLICY1:1 JECTRO- LOC A . AUTOMOBILE LIABILITY M9041163 1/01/2012 01/01/201 EQma ccIdEe DnfSiNGLELIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS X AUTOS NON-OPROPERTY X HIRED AUTOS X AUTOS ED (Per acadentDAMAGE $ AUTOS $ A X UMBRELLA LIAB OCCUR CU041163 DIIOM012 01/01/201 EACH OCCURRENCE s3,000,000 xk EXCESS LIAB HCLAIMS-MADE AGGREGATE s3,000,000 DED I X RETENTION$10000 $ a^' B WORKERS COMPENSATION MCC2000186012011 1211812412011 08/24/201 X wo s'LIM OTT+ AND EMPLOYERS'LIABILITY ANY PROPRIEfOR/PARTNERIEXECUTIVE Y I N EL.EACH ACCIDENT $500 000 OFFICF_W0.AEMBEREXCLUDED7 NIA (Mandatory in NH) EL DISEASE-FA EMPLOYEE$500 000 If yes,descn'be under DESCRIPTION OF OPERATIONS below I F EL.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers Comp Information Included Officers or Proprietors CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE m 198 -2010 ACORD CORPORATION.A0 rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #/S759341M75791 MEE :YL��+acli 'ctta= t}y�artrntnt of Ptihlic Safety i Bo1i tl of$uildin Rc*Mahon,.�rtt1 St;Entt«nl� Construction Supervisor license is- L ense: CS 14985 Restricted to::. - �; MICFiAEL Fi-CatE_' 80X 1858 N STHAM; MA t32651 dam ' pirahon 2I2112(312 (�,Ill(ISL'C<iuliCr .:Tr•` 15349 tln e3to cWd' 1G AmilyHome9; Fattare tA,possess:a cu went CTfi n of the 1VIessac}�'ceetts St�t�e Bailding Co>ic .," is cause foc revorrairn of:tWs licease." ! v/DPS Refer tt�_. ww Mass Go J . Vs Oli-ice o1*Consumct• Afi-airs andiness Regulation 10 Park Plaza - Suite 5170 s Boston., Massachusetts 02116 Home Improvement Contractor Registration Registration: 100110 Type: Private Corporation Expiration: 6/9/2012 Tril 297673 CAPE ASSOCIATES, INC. MICHAEL COLS PO Box 1858 N. Eastham, MA 02651 " Update Address and return card. Mark reasou for change. I Address i Renewnl ! I:nlploymeal I j Lost Card j UPS•CM iIP 501.1.0-VU4-0101216 ,�//ea (do�rir�runa rvrl!/ n� :IIWJIIC/ualt License or registration valid for individul use only Ufficc of Consunlcr Affairs R Itlisiness Regulation k - = before the expiration dale. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs a11d Business Regnla0011 Registration: 100110 Type: Expiration: 6/9/2012 'Private Corporation 1U Park Plaza-Suite 5170 Itostotl,ill 02116 CAPE ASSOCIATES,INC. MICHAEL COLE 345 Massasoit Rd N.Eastham, MA 02651:. Undersecretary Nut valid without signature I�it'.:.NG:}Jii:..RRs�.j�i'I.?S.•i-{Gc�'�L•'li..e..:_a.•. ::-:<'.�.. .1...:._N.�:..;'::........�..-.:'.....'....lnt. •.n..-: ... .- ... .. .... ... ... . ...... ...�.... .. .. ...-.� .._ _ .. ..... .... .. _ .. Rich Bryant From: Jen Bryant Sent: Wednesday, February 08, 2012 10:20 AM To: Rich Bryant Subject: FW:CC 5 Bank From: Lt. Don Chase [mailto:dchase@hyannisfire.orgl Sent: Tuesday, February 07, 2012 2:55 PM To: 'Shea, Sally' Cc: Jen Bryant Subject: CC 5 Bank All set with plans for Cape Cod 5 Bank 171 Falmouth Rd. They will be in to file for building permit, etc. Thanks Don Lt. Don Chase,Jr., FPO Fire Prevention Officer Hyannis Fire Department 95 High School Rd. Ext. Hyannis, MA 02601 508-775-1300 x106 1 i I eDEP - MassDEP's OnlineFiling System Page 1 of 1 MassDEP Home I Contact I Feedback I Tour I Privacy Policy MassDEP's Online Filing System Usemame:WLOHR Nickname:WL My eDEP I Forms®1 My Profile cO Help ( Receipt Forms Signature Receipt Summary/Receipt A print receipt Exit `I Your submission is complete. Thank you for using DEP's online reporting system. You can select"My eDEP"to see a list of your transactions. DEP Transaction ID: 450248 Date and Time Submitted: 2/10/2012 8:01:20 AM Other Email Form Name:AQ 06-Construction/Demolition Notification Payment Information DEP code: 62766 Date: 2/10/2012 8:00:18 AM Amount($): 85 Payment Detail LOHR VVES --AccountType--AccountNumber****1240 Confirmation Number: Contractor Contractor Number Name Address, , Supervisor Project Monitor Lab My eDEP MassDEP Home I Contact Feedback Tour Privacy Policy MassDEP's Online Filing System ver.11.4.10.1©2011 MassDEP https:Hedep.dep.mass.gov/Pages/PrintReceipt.aspx 2/10/2012 B E R BUILDING ENGINEERING RESOURCES,INC. ENGINEER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Renovations to Cape Cod 5 Savings Bank-Hyannis,MA PROJECT TITLE: Cape Cod 5 Savings Bank Branch Renovations-Phases Two and Three PROJECT LOCATION: 157 Falmouth Road(Rte.28)-Hyannis,MA SCOPE OF PROJECT: Interior renovations In accordance with Section 107.0 of 780 CMR 8"'Edition,the Massachusetts State Building Code,I,Steven A.Karan,PE,LEED AP, Mass.Registration No.34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: F ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL X PLUMBING For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I,or my Representative,.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 document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review of shop drawing,samples,and other submittals of the Contractor as required by the construction contract documents as submitted for Building Permit approval for conformance to the design concept and this Code: 2. Review and approval of the quality control procedures for all Code required controlled materials. 3. Special Architectural'or Engineering Professional inspection of critical construction components requiring controlled materials or construction specified in the accepted Engineering Practice Standard List in,Chapter 17 of the Massachusetts State Building Code. Pursuant to Section 107.6.2.3 and/or 107.6.2.4,I shall submit periodically,a progress report together with pertinent comments to the Hyannis Building Department. Upon completion of the Work,I shall submit jN OF M Final Report as to the satisfactory completion and readiness of the project for occupancy. ASs9� o� STEVEN A. yG KARAN MECHANICAL ry �l No.34989 z .. Signature: Date: b �-�✓ 0 9�c F9 90�. TEP' FSS/ONAL Subscrikedand sworn to is 8t a f ebruar 2012, Notary Pu mmission Expires: April 6,2012 66 MAIN STREET NORTH E A S T O N , MA 0 2 3 5 6 D E S I G N K N 0 W L E D G E S 0 L U T I 0 N S B E R BUILDING ENGINEERING RESOURCES,INC. ENGINEER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Renovations to Cape Cod 5 Savings Bank—Hyannis,MA PROJECT TITLE: Cape Cod 5 Savings Bank Branch Renovations-Phases Two and Three PROJECT LOCATION: 157 Falmouth Road(Rte.28)—Hyannis,MA SCOPE OF PROJECT: Interior renovations In accordance with Section 107.0 of 780 CMR 8`I'Edition,the Massachusetts State Building Code,1,Marc R.Plante,PE, Mass.Registration No.38119 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION X ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge, such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that 1,or my Representative, 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 document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review of shop drawing,samples,and other submittals of the Contractor as required by the construction contract documents as submitted for Building Permit approval for conformance to the design concept and this Code. 2. Review and approval of the quality control procedures for all Code required controlled materials. 3. Special Architectural or Engineering Professional inspection of critical construction components requiring controlled materials or construction specified in the accepted Engineering Practice Standard List in Chapter 17 of the Massachusetts State Building Code. Pursuant to Section 107.6.2.3 and/or 107.6.2.4,I shall submit periodically,a progress report together with pertinent comments to the Hyannis Building Department. Upon completion of the Work,I shall submit a : -v10F Final Report as to the satisfactory completion and readiness of the project for occupancy. �MAR N E G 1=LE'CTRICAL Fk cj 1 tVo.381190 Signature: Date: Subscrr d and sworn ,m t is th of Februar 2012, Notary P' b y Commission Expires: April 6,2012� t 6 6 MAIN STREET N O R T H E A S T O N , M A 0 2 3 5 6 D E S I G N K N 0 W L E D G E S 0 L U T I O N S B E R BUILDING ENGINEERING RESOURCES,INC. ENGINEER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Renovations to Cape Cod 5 Savings Bank—Hyannis,MA PROJECT TITLE: Cape Cod 5 Savings Bank Branch Renovations-Phases Two and Three PROJECT LOCATION: 157 Falmouth Road(Rte.28)—Hyannis,MA SCOPE OF PROJECT: Interior renovations In accordance with Section 107.0 of 780 CMR 8 h Edition,the Massachusetts State Building Code,I,Steven A.Karan,PE,LEED AP, Mass.Registration No.34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that 1,or my Representative,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 document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review of shop drawing,samples,and other submittals of the Contractor as required by the construction contract documents as submitted for Building Permit approval for conformance to the design concept and this Code. 2. Review and approval of the quality control procedures for all Code required controlled materials. 3. Special Architectural or Engineering Professional inspection of critical construction components requiring controlled materials or construction specified in the accepted Engineering Practice Standard List in Chapter 17 of the Massachusetts State Building Code. Pursuant to Section 107.6.2.3 and/or 107.6.2.4,I shall submit periodically,a progress report together with pertinent comments to the Hyannis Building Department. Upon completion of the Work,I shall submit �jN OF M,gSS9c Final Report as to the satisfactory completion and readiness of the project for occupancy. o`er STEVEN A. tiGu, KARAN _^ L3 MECHANICAL cy No.34989 Signature: Date: o O� 9Fc/STEP�� OFeSNA G��a S C1 0 L Subscrib and sworn t kris 8 d f ebrua 2012, Notary ommission Expires: April 6,2011` 6 6 MAIN STREET NORTH EASTON , MA 0 2 3 5 6 D E S I G N K N 0 W L E D G E ( S 0 L U T 1 0 N S ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT Project Name: Renovations to Cape Cod 5 Savings Bank Hyannis, MA Project Title: Cape Cod 5 Savings Bank—Hyannis Branch Renovations Phase 2 Project Location: 157 Falmouth Rd. (Rte. 28) Hyannis Scope of Project: Interior renovations to first floor, includes adjustments to electrical, HVAC and fire protection systems. Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with section 107.6 of the Massachusetts State Building Code (MSBC): I, Kurt E. Raber registration number 10563 Being a registered professional engineer/architect hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning the architectural plans for the above mentioned work and that,to the best of my knowledge;such plans, computations and specifications meet the applicable provisions of the MSBC, all acceptable engineering practices and 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 for the building permit and shall be responsible for the following as specified in section 107.6. 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit monthly reports to the Building Inspector. Upon completion of the tip , shall submit a f al repo s to the satisfactory completion and readiness of the pr for occupanc No. .. 10563 MASS. �J Signat Die �iTM of enP�9� Subscribed and sworn to before me this day of ?vl Notary P blic My Commission Expires notary Pubt?c Alyson p(o.n$r:, oft Town of Barnstable i Ai�h�S'AA}P_ s � - Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 wwr_town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Binder ,as Owner of the subject property Hereby authorizes X4.s its e i 4-rt--.5 to act on my behalf; in all rmtters relative to work authorized by this buildingpera-ilt application for: (Address of Job) } ( c Vp 2~ l 1 2 Signature of Owner Date �q,Ie,�/1,L4 M V P Print Name QFar=:cxpmtr8 Ravae071403 reu Ill IzUz._UC5 -p,Z P Massachusetts Departme t of Environmental Protection __-_________•,._..:_._...:..__®. Bureau of Waste Preventiop Air Quality •100142341 Decal Number BWPAQ06 Notification Prior to Construction or DemolitionImo - nt When�filling out A. Applicability forms an the computer,use only the tab key A Construction or Demolition operation of an industrial,commercial, or institutional building,or to move your residential building with 20 oi more units is regulated by the Department of Environmental Protection curuse the returndo (DEP), Bureau of Waste Pre ention-Air Quality Control Regulations 310 CMR 7.09. Notification of use the return key. Construction or Demolition o erations is required under 310 CMR 7.09 (2)ten (10)days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. • C.3Q- 11 - - B. General Project Description 1. a_Is this facility fee exempt-city,town, district, municipal housing authority,owner-occupied Instructions residence of four units or les ? Yes ✓l No 1.All sections of b. Provide blanket decal number if applicable_ --- —decal Num-- l Ni umber ---- —- -— -- - this form must be 131anket completed in order to comply with the 2• Facility information; Department of ;THE CAPE COD FIVE CEN S SAVINGS BANK Environmental ---- -- - -- -- -.. ---- -_ -..- -- -- ---- Protection a.Name notification 1157 FALMOUTH ROAD requirements of :�._.._--------•------�-__..---------•-----.____.-__------_-..___..-----------•-•--------..._.._..--- b.Address --.__.__..----- --.____ ____.---..-_-- 310 CMR requirements Hyannis MA D26D1 --- c.CitYlTown_---- d_State 5082400555 -- f�Tele�hc Number(area code--a_nd extension> _g Email.Address1optionall '3000 h.Size of Facility in Square Feet i.Number of Floors j.Was the facility built prior to 1980? Yes. { No k. Describe the current o,prior use of the facility: 'BANK 1.Is the facility a residentialfacility? ... . Yes .✓ No m.if yes, how many units? Number of units 3. Facility Owner: � IN ;CAPE COD FIVE CENTS S VINGS BANK Oa._Name___.-__._-___._._...._._. _..--._----••----__._.._..�_�._------_.__...-...------._-____._.___--_ ;Po Box 10 b ( dress02653 ---_--- -_-__. ORLEANS I . c d.Sta e _ ---—-- e_Zia Code.. --._------ o 15082400555 0 f_Teleoha�e Number(area cede a.d extznsion)-__+___-Q�E Rrai1•Address(oobonal-�-- T_._-__..-__... Q h.Onsite Manager Name BWP AQ 06•Page 1 of 3. ® ag06_doc•1Q/02 it p. Massachusetts Departme t of Environmental.Protection ilk 1 42341 i Bureau of Waste Prevention Air Quaiity in B'WP AQ 0 Decal Number Y Notification Prior to Consixuction or Demolition General Statement"if B. General Project De cri tion (Cont. asbestos is found during a 4. General Contractor. construction or _� _ -- - - --- -- Demolition ''CAPE ASSOCIATES, INC operation,all _a.Name responsible parties --- —--- ----"'- must comply with PO BOX 1858^ _ 310 CMR 7.00. b.Address - _-_ -•-- - 7.09,7.15,and r - "~ (NORTH EASTHAM , iNA i.02651 Chapter 21 E of the - --- General Laws of c•Ci crown _._ __ d.State _e.Zip Code the Commonwealth. 5082551770 This would in-clude, f. ne Number Tele hor area code an exension a.—E mail Address o tional -.- _ but would not be P --- - t P .-� _ limited to,filing an !RICH BRYANT asbestos removal In.On-site Manager Name notification with the Department and/or a notice of releaselthreatof C. General Construction or Demolition Description release of a hazardous substance to the 1. Construction or demolition contractor Department,if -- - -- - applicable- CAPE ASSOCIATES a.Name — -- --- -- ------ -- ---_- 1P0 BOX 1858 — b. - NORTH EASTHAM_ i MA — i02651 —t d.State e.Zip Code: 5082551770 f.Telephone Number;area code Fd _Qension)T g.E-maii Address(optional) WESLEY A. LOHR h.On-site Manager Name 2. On-Site.Supervisor: WESLEY A. LOHR On-Site Supervisor Name 3. Is the entire facility to be demolished? Yes �J No N - +"o 4. Describe the area(s)to be d rholished: �o !REMOVE CABINETS, CO NTERS,FLOORING,& INT.WALLS -0 5. If this is a construction proje t,describe the building(s)or addition(s)to be constructed: ;INTERIOR WORK ONLY tp i`.. Q ag06.doc•10/02 BWP AD 06•Page 2 of 3,® I �Trrr Massachusetts Departme t of Environmental Protection ®. �. Bureau of Waste Preventiori • Air Quality 100142341 M _ VWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Constructi n or Demolition Description (cont.) 6_ a. If this is a demolition projei I,were the structure(s) surveyed for the presence of asbestos containing material(ACM)? Yes 77 No If yes, who conducted the survey? b.Survevor Name c.Divisior of Occupational Safety rtification Number 7. Construction or Demolition: '3/112012— _— 9/112012., a.Start Date(mmlddlyyyy) b.End Date(mmldd/yyyy) 8. a_For demolition and const ction projects., indicate dust suppression techniques to be used: seeding pavi g b. If other, please specify: wetting ✓_ shro�iding covering oche 9. For Emergency Demolition Operationsi who is the DEP official who evaluated the emergency? a.Name of DEP Official c Dot-(mmtdd")ofAuthonzabon d.DEP Waiver Number - D. Certification I certify that I have examined the. ;VVESLEY A. LOHR —o above and that to the best of m a,Print Name Y, -- knowledge it is true and com lete. Wesley A. Lohr _ -- The signature below subject _ the E_Autl.ionzed_Sig nature —N signer to the general statute :PROJECT MANAGER a regarding a false and mislea ling _G-Posdionrritke —o statement(s). CAPE ASSOCIATES d.Representing _ 211012012. - ��co .. e.Date(mmlddlYYri) �.� Q ag06_doc-10102 BWP AQ 06•Page 3 of 3 1 �fy�z n VicO. 1� V Page 1 of 1 Shea, Sally From: Lt. Don Chase [dchase@hyannisfire.org] Sent: Tuesday, February 07, 2012 2:55 PM To: Shea, Sally Cc: jbryant@capeassociates.com Subject: CC 5 Bank All set with plans for Cape Cod 5 Bank 171,Falmouth Rd. They will be in to file for building t permit, etc. Thanks Don Lt. Don Chase,Jr., FPO , Fire Prevention Officer Hyannis Fire Department 95 High School Rd. Ext. Hyannis, MA 02601 { " 508-775-1300 x106 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION h - F, Map 3 1 1 /o 7 5/- Parcel Application Health Division Date Issued Conservation Division Application Fee �C Planning Dept. Permit Fee V 7 L / Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner Cnne Cod 5 cents SVC;S Rank Address P . O . Box 10 , Orleans MA 02653 Telephone (-908 ) 2 4 7 -2 369 Permit Request 1.vs-r.oL_,L ,3/,Q,kcd .7atAie Csu=iWic -141S7**M E u, I Square feet: 1 st floor: existing �pRPa((sR9 2nd floor: existing proposed Total new Zoning District 9 m FR e r-e; a, Flood Plain Groundwater Overlay Project Valuation., 8e�7' Construction Type r Lot Size no change Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ZkNo On Old King's Highway: ❑Yes Li No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other n n r,n n e P Basement Finished Area (sq.ft.) �,Wg� Basement Unfinished Area (sq.ft)�� a�g� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 2 1 1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ , Commercial Wes ❑ No If yes, site plan review# _Z$ Current Use Proposed Use - -77 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �fjA,gl/C �jder�S Name R G S Energy Telephone Number (4 o l ) 4 9 o-o s o o Address 28 Wolcott St , Providence RI License # CSG C5.9 `IA5' o.�908 Home Improvement Contractor# N/ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO rdegdle. ar 21 r1l, Z SIGNATURE DATE // 0 r' FOR OFFICIAL USE ONLY _ APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER y ti « DATE OF INSPECTION: �� \ FOUNDATION , 'f FRAME INSULATION " t k FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL" ; It GAS: ROUGH FINAL-` FINAL BUILDING ' DATE CLOSED OUT ( ASSOCIATION PLAN NO. a iv c s !Print Form The Commonwealth of Massachusetts �-� -Y-J ---T-- Department of Industrial Accidents Office of Investigations kvi 1 Congress Street,Suite 100 Boston, MA 02114-2017 www.mass gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Alteris Renewables d/b/a RGS Energy Address: 28 Wolcott Street City/State/Zip: Providence, RI 02908 Phone#: (401) 490-0800 x 302 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ 1 am a employer with 300 4. ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6_ ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' insurance j 9. ❑ Building addition comp.[No workers' comp. insurance P• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 1111 Plumbing repairs or additions myself. ' right of exemption per MGL y �o workers comp. 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no solar anels employees. [No workers' 13.❑✓ Other p comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: National Union Fire Insurance Company Policy#or Self-ins. Lic.#: WCI 13978926 Expiration Date: 1-1-2013 Job Site Address: 171 Falmouth Rd/Rte. 28 City/State/Zip: Hyannis, MA 02601 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert&under the gains and penalties o er ury that the in ormation provided above is true and correct. Si nature: Date 20 zo I Z Phone #: (401)490-0800 x 317 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: A6� ® � DATE(MMIDDIYYYY) OZ CERTIFICATE OF LIABILITY INSURANCEF`� 8/28/2012 3/14/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ids) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Companies,LLC Denver CONTACT 8110 E.Union Avenue - PHONE FAX A/C No Ext: - A/C No Suite 700 E-MAIL Denver 80237 ADDRESS: (303)414-6000 INSURERS AFFORDING COVERAGE NAIC# INSURER A:First Specialty Insurance Corporation 34916 INSURED Alteris Renewables,Inc. INSURER B:Travelers Property Casual Co of America 25674 1344665 dba Real Goods Solar,Inc. INSURER C:St.Paul Surplus Lines Insurance Company 30481 523 Danbury Road INSURER D:National Union Fire Insurance Co. Wilton,CT 06897 INSURER E:Insurance Company of the State of PA 19429 INSURER F: COVERAGES REAG001 23773CERTIFICATE NUMBER: 11694483 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE.BEEN REDUCED BY PAID CLAIMS. . ILTR TYPE OF INSURANCE NSR SWVD POLICY NUMBER MUBR M/DDLICY/YYYY MEFF M/DDY/YYYY _ LIMITS - A GENERAL LIABILITY N N IRG10544-3 8/28/2011 8/28/2012 EACH OCCURRENCE DAMAGE TO RENTED X MMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 50 000 CLAIMS-MADE OCCUR MED EXP(Any oneperson) $ XXXXXXX PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO JECT LOC $ B AUTOMOBILE LIABILITY N N DT810325D9751 8/28/2011 .8/28/2012 (Ea accident) $ L000,000 X ANY AUTO BODILY INJURY(Per person) $ XXXXXXX X ALL OWNED SCHEDULED BODILY INJURY Per accident $ XXXXXXX AUTOS AUTOS X HIRED AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE .$ XXXXXXX $ XXXXXXX C X UMBRELLA LIAB }{ OCCUR N N QZ08300053 8/28/2011 8/28/2012 EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE - AGGREGATE $ 10,000,000 DED RETENTION$ $ XXXXXXX WORKERS COMPENSATION - D AND EMPLOYERS'LIABILITY N WC13978927-CA 1/1/2012 1/1/2013 X TORYLIMITS ER E ANY PROPRIETOR/PARTNER/EXECUTIVE N WC13978926-AOS 1/1/2012 1/1/2013 E.L.EACH ACCIDENT $ 1000000� OFFICER/MEMBER EXCLUDED? N ,N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1 000 If 000 yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) RE: Installation at 171 Falmouth Road,Hyannis,MA 02601. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 11694483 AUTHORIZED REPRESENTATIVE The Cape Cod Five Cents Savings Bank P.O.Box 10 19 West Road Orleans,MA 02653 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD c 1 88-2010 ACORD CORPOUTION.All rights reserved °PIKE? Town of Barnstable ■ARNSI'ABLE. Regulatory Services � � MASS. $, Thomas F.Geiler,Director prFo19. �a�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b am st ab l e.m a.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,71C C&A C64 &C Ao;,.$p ,as Owner of the subject property herebyauthonze. Real- Goods 'Solar d/b/a RGS Energy. t0 act on my behalf, in all matters relative to work authorized by this building permit application for. Cape Cod Five Cent Savings Bank 171 Falmouth Road, 'Hyannis MA 02601 {Address of Job} Signature oMvner Date Print Nam If Property.Owner.is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FOR M S:0 WNERPERM ISS10N Massachusetts -= Department of Public Safeh Bo;ti-(I of Building Re-Attiuns and Standards Construction Supervisor License Application for renewal has License: CS 96493 been received by the Board and . the current status is pending. Thank you. CHARLES sROBERTSi �.. . 631NDIAN;4ILL RDi MI DDLETOWN, RI.02842 Expiration: 2/13/2012 (' nunissi �ier Tr#: 18360 2403149 • Sex MC YVt , DO M 5W 115 BLUE" 11.11-2010 ' R�strictiarra: En�crserrtenta: �" `' , �- C.M IRLES R ROSERTS mmt t.v r, Check Image Page 1 of 1 Check Image Print t ALTERIS RENEWABLES INC. 10378 17 BUNNSDE ST. BRISTOL,At DATE Qa I 57-121115 t let PAY TO THE Q /� 0110ER OF /D0. O U _. O.LLARS a I Citizens Bank tlnode11INd Che V-k Ka odz�w A W FOR Ne0 l01?81' 1:0 4 i 5001201: 2 i 12 660 r, c -`�. a � s 3 f i ":Y »` Jr - ,lJ ..'Fr� ,�,�eC 't•�. +� U us ui,4 � qts .f fJ x / 42tt t in^ - ..�.� -r,r i.., /r r 1 Sr•s r ! �:� .n �< c~S�a tr r2 J s r f - .w o V y< F } Y '••1 i'+'�. t`ri t! yra r.c.- � } g+ r t t,. x4.q Je, t 2 ; wry��I'�':,,,,e: 3 n•n Y.! OiN�i - r q K LS 7 Z � p� ��' �} -t 9f tPt 1r J[.�4'i t- l•' .i tf Y �ff ti 0; I �Q•� "i�t K� tr�t 1•. n I d CA o tv W v 38 �: � ♦ J _ n r � Zr s.ry s�ts s L �v� r �A ff t t r�M b�^ 't}s � r r .> � t s is — y 4 q k1iz 41� v i t .F~1 : t r Wf l /o r V q t t tt t�.� r ,a yxr rF i a. v '...0 ♦:. + x, r , aE y„ Y SR i r '+d c+x� F.' r`t' t, r * •+"� c f.(.j i„ '♦ CLOSE This is an image of an item(check,substitute check,or debit memo)Which has posted to your account.Items resulting in a non-sufficient funds situation may not have been paid.Unpaid items will show as a credit item in your account history on the business date following the date the item was presented. https://www3.citizensbankonline.com/efs/servlet/efsonline/image.jsp 4/20/2012 oQ�4� RGS I ENERGY Commercial Division of Real Goads Solar, Inc. April 17, 2012 To Whom It May Concern: Charlie Roberts is an employee of RGS Energy and is covered under workers compensation and our insurance policy. He is authorized to apply for building permits on behalf of our organization If you have any questions, feel free to contact me at(203) 210-7710. Thank you. Tim Seamans COO RGS Energy, Commercial division of Real Goods Solar 523 Danbury Road Wilton, CT 06897 Commercial Division of Real Goods Solar, Inc. 28 Wolcott Street 0 Providence, RI 02908 (401) 490-0800 -* www.rgsenergy.com ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION Project Name: Renovations to Cape Cod 5 Savings Bank Hyannis, MA Project Title: Cape Cod 5 Savings Bank—Hyannis Branch Renovations / S`7 FA l-M o v 714 Pb Project Location: 171 almouth Rd. Rte. 28 Hyannis Scope of Project: Interior renovations to basement level meeting room and existing smaller conference room on 2nd floor—includes adjustments to electrical, HVAC and fire protection systems. Architect: Brown Lindquist Fenuccio& Raber Architects, Inc. In accordance with section 1'07.6 of the Massachusetts State Building Code(MSBC): Kurt E. Raber Massachusetts Registration Number 10563 being a registered professional Architect hereby certify that all plans, computations and specifications, and changes thereto, involving subject project have been prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.) c. 112, §81R. For the above named project I, or a registered professional arch itect/eng ineer.0 nder my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I have reviewed and approved the quality control procedures for all code-required controlled materials. I further certify that I was present on the construction site 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 was being performed in a manner consistent with the construction documents. I have submitted, any periodically progress reports with all pertinent comments of the site visits and compliance of all pertinent items to the buil ing official. I have submitted a report as to the satisfactory completion and the readiness of the project for a Architect V Kurt E. Raber Date o No. 10563 BARNSTABLE, w~i �/ o MASS. Subscribed and Sworn , b fore toys I/ day of aLGr4��, 20L�, the undersigned not a c, personally ap eared V✓�e cox✓ provide to me through satisfactory evidence o which is Wr _ Know! , to be the person whose name is signed on the preceding ched document, and acknowledged to met at he signed it voluntarily for its stated purpose. 3 162v 1 -7 Notary P lic Date Notary Commission Expires i:1)I.f A.9ljr onkul Commonweafth of Mass *VyCommission Expires m ft10.2Q11 F• PIE :11 ov iL e' Fi B E R BUILDING ENGINEERING RESOURCES,INC. MECHANICAL ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION DATE: December 1, 2011 PROJECT NAME: Cape Cod 5 Savings Bank PROJECT LOCATION: 171 Falmouth Road (Rte. 28) - Barnstable, Massachusetts SCOPE OF PROJECT: Interior renovations to Basement level Meeting Room and existing small Conference,Room on 2nd Floor. Includes adjustments to Electrical, HVAC and Fire Protection systems. In accordance kith Section 117.6 of die Massachusetts State Building Code,I Steven A.Karan,PE, LEED AP,Massachusetts Registration No.: 34989 being a Registered Professional Engineer hereby certify that I have performed die necessary professional services and was present on die construction site on a regular and periodic basis to determine that to the best of my knowledge the following work was completed in accordance with die documents approved for die building permit and for die following as specified in Section 117.6: 1. We have reviewed, for conformance to die design concept, shop drawings,-samples mid other submittals submitted by the Contractor in accordance with die requirements of the construction documents. 2. We have reviewed and approved of die quality control procedures for all Code-required controlled materials. 3. We were present at intervals appropriate to die stage of construction to become, generally familiar widh die progress and quality of die work and to determine, in general, that die work is being performed in a manner consistent widh die construction documents. For die above named project, to the best of our abilities, the plans, computations and specifications meet die applicable provisions of die Massachusetts State Building Code and all applicable Engineering practices for die proposed project. I certify that the.completed work done in substantial conformance with die approved plans and dh. "OFM Massachusetts State Building Code 780 CMR. n c,S�P A0 STEVEN A. tiG KARAN m MECHANICAL N No.3a989 O SI re:_ _ ST6�� g --------- Date: —I ! ` -- ASS/ONAL Subscribed.and Sworn to,before me this 1st day of December,2011,die undersigned Notary Public,personally appeared Steven A.Karan,PE,I AP,provide to me through satisfactory evidence of identfication,which is driver's license,to be the person whose name is signed on die preceding or attached document, and acknowledged to me that he/she signed it voluntarily fo J. E lE stated purpose. '`���N....... fv ' f• p No _ My Commission Expires: Aril 6 201 11. 66 M A 1 N STREET NORTH EASTON , MA 02356 �, '•(`4 D E S I G N K N 0 W L E D G E S 0 L U T I O N L" +t a 3 iL .x CD ck' ° r. B E R BUILDING ENGINEERING RESOURCES,INC. ELECTRICAL ENGINEER CONSTRUCTION CONTROL AFMAVIT AT PROJECT COMPLETION DATE: December 1,2011 PROJECT NAME: Cape Cod 5 Savings Bank PROJECT LOCATION: 171 Falmoudi Road (Rte. 28) - Barnstable, Massachusetts SCOPE OF PROJECT: Interior renovations to Basement level Meeting Room and existing small Conference Room on 2nd Floor. Includes adjustments to Electrical, HVAC and Fire Protection systems. In accordance with Section 117.6 of the Massachusetts State Building Code, I Marc R. Plante, PE, Massachusetts.Registration No.: 38119 being a Registered Professional Engineer hereby certify that I have performed die necessary professional services and was present on die construction site on a regular alhd periodic basis to determine that to the best of my knowledge die following work was completed in accordance widh die documents approved for die building permit and for die following as specified in Section 117.6: 1. We have reviewed, for conformance to die design concept, shop drawings, samples and other submittals submitted by die Contractor in accordance wide the requirements of die construction documents. 2. We have reviewed and approved of the quality control procedures for all Code-required controlled materials. 3. We were present at ihhtervals appropriate to die stage of construction to become, generally familiar widh die progress and quality of die work and to determine, in general, that die work is being performed in a manner consistent widh die construction documents. For die above named project, to the best of our abilities, die plans, computations .and specifications meet die applicable provisions of die Massachusetts State Building Code and all applicable Engineering practices for the proposed project. I certify that die completed work done`in substantial conformance with die approved plans and die Massachusetts State Building Code 780 CMR. 1AOF/R4 �� cy O PAA130 R PLANTE �='+ ELECTRICAL Ft, -- No.38119 Sighhature ' TD�___— ----- --------------------- Date: _r_ _ �O Subscribed and Sworn to,before me this 1st day of December,2011,die undersigned Notary Public,personally appeared Marc R.Plante,PE,provide to me through satisfactory evidence of identification,which is driver's license,to be gie person whose name is signed on die preceding or attached document,and acknowled ed to e hat lie/she signed it voluntarily for its stated purpose, Notary _ My Commission Expires: April 6,2012 1 : ro ;v': 44 c : 66 MAIN STREET NORTH EASTON , MA 02356 v'•, '� f. '�� D E S I G N I K N 0 W L E D G E I S 0 L U T I 1 B E R BUILDING ENGINEERING RESOURCES,INC. FIRE PROTECTION ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION , DATE: December 1, 2011 PROJECT NAME: Cape Cod 5 Savings Bank PROJECT LOCATION: 171 Falmouth Road (Rte. 28) - Barnstable,Massachusetts SCOPE OF PROJECT: Interior renovations to Basement level Meeting Room mid existing small Conference Room on 2nd Floor. Includes adjustments to Electrical, HVAC and Fire Protection systems. In accordance with Section 117.6 of die Massachusetts State Building Code,I Steven A.Karan,PE, LEED AP,Massachusetts Registration No.: 34989 benng a Registered Professional Engineer hereby certify that I have performed die necessary professional services and was present on die construction site on a regular and periodic basis to determine that to die best of my knowledge the following work was completed in accordance widh die documents approved for die building permit mid for die following as specified in Section 117.6: 1. We have reviewed, for conformance to die design concept, shop drawings, samples mid other submittals submitted by die Contractor in accordance wide die requirements of die construction documents. 2. We have reviewed and approved of die quality control procedures for all Code-required controlled materials. 3. We were present at intervals appropriate to the stage.of construction to become, generally familiar with die progress and quality of die work and to determine, in general, that die work is being performed in a manner consistent with die construction documents. For die above named project, to the best of our abilities, the plans, computations and specifications meet die applicable provisions of die Massachusetts State Building Code mid all applicable Engineering practices for die proposed project. I certify that die completed work done in substantial conformance wide die approved plans and P�ZN of Mqs Massachusetts State Building Code 780 CMR �,�`� STEVEN KARAN CP r MECHANICAL oo No.34989 Signature: --- -------------------------------- Date: -----� ------- S�ONAL EN Subscribed mid Sworn to,before me this 1st day of December,2011, die undersigned Notary :Public,personally appeared Steven A.Karan,PE,I AP,provide to me dnrough satisfactory evidence of identification,which is driver's license, to be die person whose name is signed on die preceding or attached document,and acknowl dged to me that he/she signed it voluntarily for its stated purpose. �,, ''"' ,ilE L Notary _ _ _ My Commission Expires: A ri16 201 :'s i n 6 MA S T R E ET NORTH EAST0N , MA 02356 "'+s Q %&VTA 0 , D E S I G N ) K N 0 W L E D G E S 0 L U T [ O � C'.t.�+ .�'��ryir � ��i-� , � ...mow j F � . 4,5._ � � •`,„� � c . - €t�� x .. � � -, � y �`� - ,r`{` .. .i'`� -j. �� ., ,� .-. i `1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel, 0 Application # G Pp Health Division £'' Date Issued /C /� Conservation Division Application Fees too .©d Planning Dept. Permit Fee Date Definitive Plan"Approved by Planning Board �— Historic'- OKH Preservation/Hyannis Project Street Address t5l i'4-�^ I�G MC)U�\n (z Kd Village �A Y0A Yt S Owner Address I� %n)es� Roo.& Or�acns �MA Telephone Permit Request -�ylte� l0Y Q"QVCAiCMS AU Vz)U emAJ (P/KO �Yvts� ��U� �UUYYI exiS ;vrc� G(,Y) ller CQ)nAer"Ce ram on and �60r amps io J R Square feet: 1 st floor: existing proposed 2nd.floor: existing proposed Total new Zoning District �t Flood Plain Groundwater Overlay Project Valuation ''�� 000 Construction Type 5 C Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) _ Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: TFull ❑ 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 FOrn Counts C-1) Heat Type and Fuel: &'G as ❑Oil ❑ Electric ❑Other *= Central Air: 2`eYes ❑ No Fireplaces: Existing New Existing world/coal sto ❑Mes ❑ No t� Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ Existing 28 ne=:, size_ Attached ❑ existing n garage: g ❑ new size _Shed: ❑ existing ❑ new size _ Other. wrn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION W/CQ-t, l/°' (BUILDER OR HOMEOWNER) Name Telephone Number e- z ; .-Y 7 7 O Address P G 13. f �_ License# Home Improvement Contractor# /(- klo Al en,jL� luirt y&a / Worker's Compensation # MCC X00 1bW'i',010 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Cos e I l i W c ro+e Soi,^dUlJ�cti SIGNATURE DATE FOR OFFICIAL USE ONLY ,APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 1 OWNER DATE OF INSPECTION: FOUNDATION >, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING 1 ' DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Afassach usetts Department of Industrial Accidents r it Office of Investigations ;;; ;, 600 Washington Street ' '\U-,j� Boston, MA 02111 r www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/PIumbers Applicant Information Please Print Legibly lame (Business/Organization/Indivi.dual): cGPe AssoCI,utes Address: City/State/Zip: G C+�Sc� �i �3� Phone#: " to a " 0 Are ou an employer? Check the appropriate box: Type of project(required): I. I am a employer with 80 4. ❑ I am a general contractor and I 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 I: (Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for.me in any capacity, workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. 0 We are a corporation and its required) officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I I.❑Plumbing repairs or additions mysElf. [No workers' comp. c. 152, §I(4), and we have no 12.❑Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Horatowncrs who submit this affidavit.indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 1 Insurance Company Name: 1''l .�• M A U�U G' IT\SU ff-aY1c e Policy#or Self-ins. Lic. #: tA C C a U 6 9 Q 12 0 1 U Expiration Date: 0 oI-A i Job Site Address: 7�Ok City/State/Zip: �Jc;cnSblQ M �2�C1� _ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un er the pains and penalties of perjury that the information provided above is true and correct ' Si mature: Date: - C Phone M 5 o8 CCT4 0 Official use only. Do not write in this area, to be completed by city or town offtchiL 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 16. Other_- 11 Client#:43203'_... CAPEASS f nATE(17r1aDIYYYY) ACQ D.t CE Z ':�FI ATE UF= L1 81L1TT INSU-RA SE 08/24/2010 PROCUCE& ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION - THIS Gray Ins So.Dennis' ONLY AND CONFERS NO RIGHTS UPON THE-CERTIFICATE 34 Route i34 HOLDER.THIS CERTIFICATE DOESNOv AMEND,EXTEND OR t I G AFFORDE0.8. IHEPO:UCIES:BEL'OV1;. COVERA E- ALTER T Ht. I O.Box 1601'. outh Dennis;-MA 0266E .1.601 I INSURERSAFFORDING COVERAGE.; _ NAIL .INSURED_- : ' :. :. -.:: ' 10,SukEn?_-National_GraIhgo.(n5urande Co_... - - Cape"Associates;fnc surance INSURE 8. A.I_M Mutual tn" P:;6` Boz 1858 INSURE RC: North Eastharn,MA 02651". INSUP.ERD:. " MSURER E _ COVERAGES THE.POUClES OF tIdSURANCE LtS T ED BELObI''HAVE BEEN ISSUED TO THHE"INSUREDNAMED'A80VE FORT!iE POLICY PERIOD INDICATED.VCii-.Nii!iSTANDhvG O ANY REQUIR T=Rn:GR COAIDITlON OF-A'IY CONT)uCT.OR_ tHtR:DOC'JIv)ENT.WITH'RESPECT 70-VJH(CH.THIS CERTI=ICRiE ifl+Y:8E ISSUE?OR P.'--aY PERTAIN-.THE INSURADCE AF=ORDER BY THE P0LICfE5 DESCRIBED:4EREIN IS SUBJECT•T0 ALLTaE TERMS.EXCLUSIONS AND CONDITIONS OF S:.IC POLICIES.AGGREGAit"LlMri s Si-:OYiN MAY.HAVE3EEN',f:�c-DUCc'D:BY PAID GLAg+S- POLICY EFFECTIVE'POLICY EXPIRATION: .. - fr� LL51rr5 iR iNSR TYPEOFINSURANCE POLICYNUtdBER .GATE 670NOC/YY1'. .DATE NfiVDD > q DEN£RALUABiiiaY MSO411.63° 01/01110 01101'111 EotCH.00CURRENCE si OOa 000 E X COMMERCIAL-GENERALUASIUrf. PREMI :S'R D ! . s5o a0a WSI.IiD - CC MED EX (AYorm 6=con, 551 aO0o0CU\ P O a Aru'iN.uRY sX PD Ded:250 0! GENERAL AC .' 2.a00;aQ0 77_ . GE-vLAGGkEGATE.LIIT.APPUES.PER: ..-. _ PRCCUCTS-C^.tdP/OFAGU::. S2,aaa;aaO . ..PRO-. .. - : ' P UCY: JECr LOC A AUTDR113eH.EL14EriaTY M9041163 101101/i0 01/0711i COMBINEOSikGLE LIMIT tss�r:yu�c OQO,aQ.O I Au_O'vWNED'AUTOS 8Q0lLY INJURY _ (Perpemor) - S X cuLEc'auTw ." X` AIRE)AUTOS X' NCH-OV_PlED AUTOS ovQlLYtNJURY s- (Per 2cddlt) X Drive Other CarAd lk " I PROPERTY Da nAc (Peracddenl) S` GARAGELABILITY - .. I . AUTO ONUt-EA.ACCIDENT:- S� ANY A'TC' EA ACC'-S OTHER THAN AUTO G,NLY: AGG .S A ( EXCESslUideRELLALU1siLI7Y CU041163 01101/10 01l07/11 EACH'OCCURREClCE s3.000000 x CCUR �.Lt'Jiln MADE - - - AGGREGAT= I i -� DEeucn� s - X RETE MOM - S 10000 S B" ieoRKERs cor.1PENSATION AND MCC2000186012010 08124/10 08/24/11 : X Trlc siA Rc FIR EMPLOYERS UABEUTY .- .. E.L.EACH ACCIDENT S500,000 ANY FROPRIETORIPAP TNERIF.Y _ TIVE C OFF ERMEMBER E(CIUDEC? - E.L.DISEASE-EAEMPLOYcE 5500,000 lr �e�tutder E.L.DISEASE:POUV Urdli ,S500,000` .SFECIALFr20VISiDtaSGaJcir " OTHER DESCRIPTION OF OPERATIONS LGCATK)NsI VEMCLES-I EXCLUSIONS ADDED BY-ENDORSM.ENT I SPECIAL PROVISIONS CERTIFICATE HOLDER". CANCELLATION-- "SHOULD ANY OFTHE:"ABOVE DESCRIBED POLICIES BE.CANCELLED.BEFORE THE EXPIRATION �'- I own=of Barns tab(B." OAT T HERE OF,THE ISSUING INSURER.IVILLENDEAVORTONIAIL ) DAYS Vi „ N - - - 200 Main.Street - - - - - - NOTICE TOTHECERTIFICATEHOLDERNA&iEDTO.THE LEFT.BUT-FAWIRE TO DO SO SHALL - Hya nnis,MA 02601 IiHPOSE ND 48LiGAT1ON OR LIaBIL[it OF RMY KING UPOPI THE INSURER,1?S AGFPI_OR REPRESENTATNES_ AUTHORIZED REPRESEN ATIVE - - ACORD 25"(2001/08)1: of 2 4S561691M56168 MEE. " . O ACORD CORPORATION 198E t 11"lassa Chu sctts_ Boars/of•gni Dcpart►ncnt o 1dtn Res f Public Stitch construction S -•�'ulations anti License; 0 uPervisor li St"'dttt ds Restricted 14985 tense to: Op MICHAEI H COLE PO BOX 1858 N EASTI•IAM• MA 02651 - �'ornnri,:viuni•r Expiration:-2/21l2012 Tr#; 1534, r • . t x! ARCHITECT CONSTRUCTION CONTROL AFFIDAVIT Project Name: Renovations to Cape Cod 5 Savings Bank Hyannis, MA Project Title: Cape Cod 5 Savings Bank—Hyannis Branch Renovations Project Location: 171 Falmouth Rd. (Rte. 28) Hyannis Scope of Project: Interior renovations to basement level meeting room and existing smaller conference room on 2" floor— includes adjustments to electrical, HVAC and fire Protection systems. ' Architect: Brown Lindquist Fenuccio & Raber Architects, Inc. In accordance with section 107.6 of the Massachusetts State Building Code (MSBC): I, Kurt E. Raber registration number 10563 ` Being a registered professional engineer/architect hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning the architectural-plans for the above mentioned work and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the MSBC, all acceptable engineering practices and 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 for the building permit and shall be responsible for the following as specified in section 107.6. 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in Chapter 17. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit mot eports to ing Inspector. Upon completion of the work, I shall sub i r rt as t completion and readiness of the project for occ MR •- * '1 -Sig a re °�� MASS. ray Date . . �q�TH OF a����G 'Subscribed and sworn to before in day of itm e �d 4 � • tp• 26t-7 Notary P blic My Commission Expires Notary Public Alyson Konkol Commonwealth d klewdeft WMY Commission Expires on I�r.10,WK� r �t BUILDING ENGINEERING RESOURCES,INC. ENGINEER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Renovations to Cape Cod 5 Savings Bank—Hyannis,MA PROJECT TITLE: Cape Cod 5 Savings Bank—Hyannis,MA PROJECT LOCATION: 171 Falmouth Road(Rte.28)—Hyannis,MA SCOPE OF PROJECT: Interior renovations to Basement level Meeting Room and existing smaller Conference Room on 2°d Floor. Includes adjustments to Electrical,HVAC and Fire Protection Systems. In accordance with Section 107.0 of 780 CMR 8 h Edition,the Massachusetts State Building Code,I, Steven A.Karan,PE,LEED AP, Mass.Registration No. 34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge, such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I, or my Representative, 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 document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review of shop drawing,samples,and other submittals of the Contractor as required by the construction contract documents as submitted for Building Permit approval for conformance to the design concept and this Code. 2. Review and approval of the quality control procedures for all Code required controlled materials. 3. Special Architectural or Engineering Professional inspection of critical construction components requiring controlled materials or construction specified in the accepted Engineering Practice Standard List in Chapter 17 of the Massachusetts State Building Code. Pursuant to Section 107.6.2.3 and/or 107.6.2.4,I shall submit periodically,a progress report together wit P�ZN Of MSS pertinent comments to the Hyannis Building Department. Upon completion of the Work,I shall submit � STEVEN A. Final Report as to the satisfactory completion and readiness of the project for occupancy. o� KARAN m c� MECHANICAL- v Na.3498� Signature: Date: '7 Subs and sworn to e is t June 2011, Notary V y Commission Expires: April 6,2012 66 MAIN STRFF. T NORTH EA STON ,' MA 023356 D E S I G N K N 0 W L E D G E j S ' O L U T I O N S BIE BUILDNG ENGNEERING RESOURCES.INC. ENGINEER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Renovations to Cape Cod 5 Savings Bank—Hyannis,MA PROJECT TITLE: Cape Cod 5 Savings Bank—Hyannis,MA PROJECT LOCATION: 171 Falmouth Road(Rte.28)—Hyannis,MA SCOPE OF PROJECT: Interior renovations to Basement level Meeting Room and existing smaller Conference Room on 2na Floor. Includes adjustments to Electrical,HVAC and Fire Protection Systems. In accordance with Section 107.0 of 780 CMR 8 h Edition,the Massachusetts State Building Code,I,Marc R.Plante,PE, Mass.Registration No.38119 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION X . ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge, such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I,or my Representative,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 document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review of shop drawing,samples,and other submittals of the Contractor as required by the construction contract documents as submitted for Building Permit approval for conformance to the design concept and this Code. 2. Review and approval of the quality control procedures for all Code required controlled materials. 3. Special Architectural or Engineering Professional inspection of critical construction components requiring controlled materials or construction specified in the accepted Engineering Practice Standard List in Chapter 17 of the Massachusetts State Building Code. Pursuant to Section 107.6.2.3 and/or 107.6.2.4,I shall submit periodically,a progress report together with \.1HprN'g3� pertinent comments to the Hyannis Building Department. Upon completion of the Work,I shall submit Final Report as to the satisfactory completion and readiness of the project for occupancy. gd1AEC° PLAN 1 ELECTRICAL u, ISo.33119 Signature: Date: 'SO GIST c' SIO E' �• v�lA Sub>eribfd and sworn t ,me his s d o une 2011 Nota y Commission Expires: April 6,202 66 MAIN STREFT NORTH F A S T O N , M A 0 2 3 3 5 6 D E S I G N K N 0 W L E D G E S`t O L U T I O N S E i BiE BUILDING ENGINEERING RESOURCES,INC. ENGINEER CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: Renovations to Cape Cod 5 Savings Bank—Hyannis,MA PROJECT TITLE: Cape Cod 5 Savings Bank—Hyannis,MA PROJECT LOCATION: 171 Falmouth Road(Rte.28)—Hyannis,MA SCOPE OF PROJECT: Interior renovations to Basement level Meeting Room and existing smaller Conference Room on 2°d Floor. Includes adjustments to Electrical,HVAC and Fire Protection Systems. In accordance with Section 107.0 of 780 CMR 8 h Edition,the Massachusetts State Building Code,I, Steven A.Karan,PE,LEED AP, Mass.Registration No.34989 being a Registered Professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL X . FIRE PROTECTION ELECTRICAL PLUMBING For the above named project and that,to the best of my knowledge, such plans,computations and specifications meet the applicable provisions for the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I,or my Representative,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 document approved for the Building Permit and shall be responsible for the following as specified in Section 107.6.2 1. Review of shop drawing,samples,and other submittals of the Contractor as required by the construction contract documents as submitted for Building Permit approval for conformance to the design concept and this Code. 2. Review and approval of the quality control procedures for all Code required controlled materials. 3. Special Architectural or Engineering Professional inspection of critical construction components requiring controlled materials or construction specified in the accepted Engineering Practice Standard List in Chapter 17 of the Massachusetts State Building Code. Pursuant to Section 107.6.2.3 and/or 107.6.2.4,I shall submit periodically,a progress report together with (H OF M48 pertinent comments to the Hyannis Building Department. Upon completion of the Work,I shall submit a s��P sic Final Report as to the satisfactory completion and readiness of the project for occupancy. c� STEEVEANNA. yG� MECHANICAL No.34989 F Signature: Date: ?ti A9oFSSlONRL ���� Subscribrdaild sworn to thi 1 u e 2011, ` Notary y Commission Expires: April 6,2012 r _ -f. 6 6 M A I N S T R E E T NORTH E A S T O N , MA 0 2 3 3 5 6 D E S I G N K N 0 w L E D G E S 0 L U T I 0 N S JUN-2ir'-2011 08:41 FROM:CAPE COD FIVE 15082403510 TO:915083624600 P:3/3 Jun 0911 08:32a Cape Associates 508-362-4600 p.2 Town. of Barnstable Regulatory Services 'Momas F.Geiter.Director %Wding DiN7sion Tom Perry,CW Build Commissioner 200 Main SOS., }yumis,MA(Y260I wvrw.toaQ-pormstsblama.as Utz=: 5U8-862-40H Fax: 508-'90-6230 Property Owner Must Complete and Sign This Section " If Using A Builder I,j A p{ G0,11 f'ir< C.ahTl .J�Vrael k,6Z3 honer of the object pcoperiv, hereby authoxiae —Ae- A S10 e i re S to act on my behalf in all matters relative :o woxs authorized by this bui4ng peznit application for: (Address of job) A.�aa►aw.�� fp�0.�li Signature c wrier�-� Date Gage.c.�d�•�e , . -P�:.11;p Lip•I��.-+.c��T�ea.�+.tYe�s�- ` Point Nwnek J Q:POemr�sntrq Revue0�140! Page 1 of 1 Shea, Sally From: Lt. Don Chase [dchase@hyannisfire.org] Sent: Tuesday, June 21, 2011 8:36 AM To: Shea, Sally ' Subject: 171 Falmouth Rd Hi, 5� The building renovations proposed for 171. Falmouth Rd (Cape Cod 5¢Bank) have been reviewed and are good to go. Thanks Don Lt. Don Chase,Jr., FPO Fire Prevention Officer Hyannis Fire Department 95 High School Rd. Ext. Hyannis, MA 02601 508-775-1300 x106 I f I F { f ' 6/22/2011 cd PROJE T NAME: -V ADDRESS: PERMIT# PERMIT DATE: M/P: _ O LARGE ROLLED PLANS ARE IN.: BOX (� SLOT- �- Data entered in MAPS program on: -�a-off BY: { q/wpfiles/archive err 11117yo. p;Assessor's ma and lot :number SEPTIC'.SYSTEM MUST BE r v ... INSTAL LED J!4 CO14 PLIA@dCE . Sewage Permit number .. ....... .....p A'ri 'su.'.•: ii aTATE`. SANITAkY COS AND TOWN REQULA L PyofT�Ero�� TOWN OF BARN ST 'VILE i BJSHSTAI1LE,ri NAM 1 9� ,b,9. ,,� UILD'IHG/` . IHSFECT0R a' C:;� APPLICATION 'FOR PERMIT TO GAA519qs�l.........N�!�........ Cif .... ....? .......:........ `r TYPE OF CONSTRUCTION ......B.1 !4;�ic..... -. ..F�. LG�......... ................................................................. . . .19.�!""' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location F �'m ® C/ +•� [Tx.' .................t.. ............... P............................................................ ................................... Proposed Use N Y........VR ITC✓t:....I7 :!v. ................................................................................................ ..... ....... ............ Zoning District .....Fire District S :.....'...................................... Name of Owner f 51....1.EQ AL....51AR IG 1w Address �� //J......................................... Name of Builder :V.: .y: �-Q.Pm2: 1 G.9(gk1.Address �� �T p ...Avp,►....(,)��Qcv ... Name of Architect tr` ep.��rN....1.1....No-y � , l..D� ,�6p . � V.I.N.�.... ................Address .... .... .......... .......... .......:� Number of Rooms ..............e,............................................Foundation .....Pd.V�.g�.v...... .......... Exterior .......... �... : ,! C� .....................Roofing ........�5. ... 1+ .............................................. Floors .................dqt(� ..............................................Interior .................... ........................................................... Heating .Gq ® i w dc-N t Plumbing s. ...........-.............�.............................. ........7..... ..................... . .......... ................ Fireplace .........................Approximate Cost �04 or.. .. ............................ ./. ................................................... Definitive Plan Approved by Planning Board -----------_-------------------19________. Area 5` � Diagram of Lot and Building with Dimensions Fee 7� SUBJECT TO APPROVAL OF BOARD OF HEALTH ' I I hereby agree to conform to all the Rules and Regulations of the TQnofarnstable r ar ing the above construction. Name ........ First Federal Savings & Loan =.-.1 No ...17213... permit for ....two story Bank .............. .......building...................................................... Location � .1..Falmovth Road :ii "'' ••- ...........................Hyannis.................................... M ^i 1•. A .r � Owner .....First Federal Savings & Loan ................... Type of Construction masonry ,�- •i. '� 1. 4 _ t. ....................................................................... j —,Plot'.:.......................... Lot ..................:............. A i Permit-Granted ..........July 15 . „..19 74 �� r Date of Inspection ... ...... ...... �. : .... Date Completed ....... .. �'19 .1 PERMIT REFUSED ................................................................ 19 „�� �"' ��+► .�! ,�.. Vc .......................................................... .................... .............r. Approved ........................... 19 ?i y ' ,.+a. �r . ............................................................................... ............................................................................... 4 ...r... � y.�,..,.t.+e"{•Y,y ;'i•'t, 4 'r4H t ... =r r• $"Y.. ,. * �{ �r �',i a';f.'°4g•�,7'•u;�4Y�'� �T"!:f' �q� ��� `. ,�'��•. '�..G+ {., '1:�� 1 . ; ,y y '°'� .JJ s .'e ! a+r� �f r�ti� f k �� ,�y�'� 7��.�t V r � � }+#r a t�.f � Ft.•,� � xi'�'��v � ,�' J ,jig s�`� r ap ari lot:;numlyer k Assesso�r,sI # ,""� h:t �,; Y""i!t-�'z`"`J'Qy-./ .• c� �` ,,R'� {'r°•a u r_ " y,"`�'" .•�' ,�`-. a 4 i ! {`. _,� ' t G •r." - _ + rya Se„vage -Permit number. //... � THEro� y��1 Q r f r• �TO N OANF . STABLE, 5 i. Ii BA"STADLE, i •rya y � .7 r i t. 9aob 9 0- OM } j , ' : � UILDING IHISPECTOR. py M1 7 , h 1� r >,>' "}�til '.; `� �i's��' 'rY`3, s� �i r" ..� .�' 1 :�''^ ..�. •'{`c„' '":a 'r f, , <'' , {" - � �,o '"" e;,,,_ s'' �.s� '��+i�{:.k�? k Yi� r1�l }+E,+.;$..} N�� a�v':.•'" 'y`t, ,� `��i 1 N` C` •r �4IT�.r+3� �-�� �..1�� � i°-"•�`'� e i 1 � i. ,APPLICATION FOR PERMIT..TO ,a0 . ....... .... .. , x- 1.1 E .i_� y'J: 93iL • -`w rf !'t7 ` '-�' •. `4TYPE C►F'CONSTRUCTION r yr 4 a ............................................ ra s l r 4 _ !t < rf a iE v ,.._ r TO THE INSPECTOR OF'BUILDINGS: 7 The undersigned hereby applies,for. a ermit -according, to the,foll6wing.information: 1 1 Location, ...y €.. ...�.�..�..�} .. ..:.... �. :. .. .. ................................ ...... ... ........ `r .. ..r ,. «_ Proposed.,Use ....!. ..... � , IE '� ... ' .. .. ....... ................. ... ..... e,1r ;t` Zoning,' District ...,.. ... ....... ...... . Fire 'Distract .................................................' �J , ` .Name offOwher. � �'. .... f, .1*.... W1> t+ Address .... kA ......... . 1"`" Name oft'Builder .. 1}'}'t;E ,1 ..... �l�Jft :�Ajddress .. 7 l'J'�AG . '� ...C ► 'il3,l�lCt t � NgmVe'of 'Architect 1h.FNU1 ( 1� 1/ � `U ........................... '�k�t N Csf + .. Address V. "{ Number of Rooms' Foundation I� ,�JI� t ............ .:..'. c�, i „ j q .: '. Exfe for .Roofing ..... ........ y .. ... �, c h ........ .. E Floors �.::". ....... 11�5^(,�}fC ... ..........:.: f " Interior .....�1�.� ` '{ r rV �Heating�r� r( ..... ^', .... .t? .: .,Plumbing. . ........... .r.. r i Fireplace .'.� ' �' .c... i.... . Appr to Costf � lcr OXlma ............ & a e, fi Definitive Plan Approved by"Planning Board _ .�ti.,r ` - --- - ' 1-9 'u p 'Area" ?- ,' • Diagram of Lot and Building with Dimensions , Fee_,...../ /7.............................. SUBJECT',,.TO APPROVAL OF BOARD OF HEALTH .i _ a- r r A >y a"•.f•�i�'''..2� 4 'R� � r� '"^ �to ttr�,i A,3 - �" r i.y � .�7 E• ?7 if z ` {.i,^''yti Yf � r '�n �"-'. :k 7 '' e - Vi.a { ra {�3W J1y.3 i • T y} '� s y 'r3 �' SS '6, ti _ , F. tr - • l�V as r- • off], a'f �{I 5 r .�,. .. .� •- - • I f l• ,Cr Fd j1 it _ � 7 r � I hereby',agree to conform to all the Rules and., Regulations of_,the To njof Barnstable regarding the above t, 'M ; construction. Nam 4,Ir 1 ... _. - ..x41;..r s.` . _.,,.. . 1.H Y_ u n •..�"�, _ _. _ T. cs-4 ..'fir:. .. r - r, c First Federal Savings & L n 17213 o story BAnk No ................. Permit for .................................... building ............................................................................... Location Falmouth Road ........................................................ Hyannis ................................................................................ Owner .........First Wederal Savings & Loan .......................... Type of Construction mas.onry. ............... ...... . ...... ................................................................................ Plot ............................ Lot ................................ Permit Granted ............July 15 19 74 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ......................................... ................... 19 ............................................................................... ................................................................................ ............................................................................... ............................................................................... Approved ................................................ 19 R•. �s Town of Barnstable Planning Department Staff Report Appeal No. 1997-129 and 1998-10-John Cabana Special Permit Pursuant to Section 3-3.6(3),4-4.4(2)&4.4.6 Date: January 15, 1997 To: Z rd of Appeals From: Approved By: R bert P. Schernig, Director Reviewed By: Art Traczyk Principal Planner Drafted By: Sean Ghio, Associate Planner Applicant: John Cabana Property Address: 157 Falmouth Road, Hyannis Assessor's Map/Parcel: 311/075 Zoning: HB Highway Business District Groundwater Overlay: GP Groundwater Protection Overlay District Appeal#1997-127 Filed,Oct.21, 1997 Public Hearing,Dec. 3, 1997 Decision Due,Jan.29, 1998(+90day extension) Appeal#1998-10 Public Hearing,Jan.21, 1998 Decision Due,Jan.29, 1998(+90day extension) Background: This appeal is again before the Board due to an error in the legal notice for the December 3, 1997 hearing. The applicant had applied for relief pursuant to three separate sections of the Zoning Ordinance, however, only two sections were advertised. Due to this error, the Board agreed to continue this appeal in order to properly advertise the requested relief. The property is a 0.57 acre parcel improved with a 3,000 sq. ft building used as a warehouse. Recently the building was destroyed by fire and has no re-use value. The applicant proposes to demolish the remains and construct a 5,000 sq. ft. retail building designed for a single tenant. Retail use is a conditional use requiring a special permit in the HB Highway Business District. The structure is shown on the site plan as 61'from the front lot line, and so does not conform to the required setback of 100'. According to Assessor's records, the existing metal structure was constructed in 1958. The applicant proposes to maintain the existing front yard setback of 61'. The applicant is requesting: • Special Permit pursuant to Section 3-3.6(3)(A)for a use (retail) permitted in the B District not permitted in the HB Business District. • Special Permit pursuant to Section 4-4.4(2)for the alteration or expansion of a pre-existing nonconforming building. • Special Permit pursuant to Section 4-4.5 to permit a change in the use of the property. Special Permit Findings: Section 4-4.4(2) of the Zoning Ordinance provides for alteration or expansion of a legally created pre- existing non-conforming structure by a special permit from the Zoning Board of Appeals. The Board must find that the alteration or expansion is not substantially more detrimental to the surrounding neighborhood. The standards for Granting a Special Permit require the following findings of fact to be made by the Board (Section 5-3.3(2)): • that the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit, Town of Barnstable-Planning Department-Staff Report r Appeal No.s 1997-129& 1998-10 Cabana Special Permit Pursuant to Section 3-3.6(3),4-4.4(2)&4-4.5 • ghat a site plan has been reviewed and found approvable in accordance with Section 4-7 (The site plan was found approvable on August 14, 1997 by Site Plan Review Committee-as Site Plan Review No. 54-97), and, • that after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good of the neighborhood affected. Staff Comments: At the opening of the last hearing on this appeal, the Board cited its concern for the lack of an identified retail occupant for the structure. The Board was concerned that certain retail uses can generate considerable traffic and impacts on the neighborhood and roadway system. The applicant was requested to supply a list of those type of retail establishments it would be seeking to locate in the store so the Board could analyze and approve those uses from a traffic impact standpoint. As of this writing, no list has been submitted to the file, however, after speaking with Attorney Kirrane, he indicated it will be forthcoming. Staff has not reviewed or analyzed any possible traffic impacts except to say that furniture stores do not generate high traffic volumes. Also, potential impacts of the use on the ZOC (Zone of Contribution) should be considered. Staff Recommendation: If the Board finds to grant relief, they may wish to consider the following conditions: 1. Development of the site shall conform to the plans presented, titled" Retail Development Located in Hyannis Mass." drawn by Cape Vslands Engineering, last revised date of September 10, 1997, and "Proposed Building, 157 Falmouth Rd., Hyannis Mass" drawn by CTC Construction Inc., dated July 23, 1997, to be used as a retail store of 5,000 sq. ft and as basement storage of 2,450 sq. ft. 2. Uses of the site and building is limited to a single retailer and is further limited to the following retail uses; 3. When available, the project shall be required to be connect to Town sewer within six months of to becoming available. 4. A sign shall be placed at the exit to read "Exit- right turn only"with an arrow pointing to that direction. 5. All signs must comply with the requirements of the zoning ordinance. 6. The basement shall be used for storage only with the exception of temporary events. 7. An additional landscaped area shall be planted along the eastern side of the structure while maintaining a 24' aisle width for parking. Attachments: Application Assessor Map Site Plan copies: Applicant/Petitioner 2 TOWN OF BARNSTABLE ZONING BOARD OF APPEALS Excerpts from the minutes of 12/03/97 as related to Appeal Number 1997-129 Appeal Number 1997-129 Cabana Jansson,Gail Nightingale, Board Members hearing this appeal were Ron Jan Tom DeRiemer,David Rice,and Chairman Emmett Glynn. Attorney Kevin Kirrane represented the applicant,John Cabana,who was present. Ron Jansson indicated he and Attorney Kirrane have a professional relationship and both sit together on a professional subcommittee and are long-tern friends..Mr.Jansson felt he could act impartially on this matter but would step down if anyone felt there might be a conflict or an appearance of a conflict. Both the Board Members and Attorney Kirrane agreed that this disclosure would not constitute a conflict. Attorney Kirrane submitted a memorandum in support of this appeal and reported that the building that is the subject of this appeal is in a state of disrepair and the Building Commissioner has recently put stickers on the building indicating the building is condemned. Previously there were some nonpaying tenants in the building who did extensive damage to the structure. For many years,this building has been used for storage of old furniture but recently it has not been used because of damage to the building. Attorney Kirrane submitted photographs of the site and the surrounding area. The applicant proposes to demolish the existing structure and reconstruct a single story building designed for a single tenant. At this time,he does not have a specific tenant,but if one is not found,Mr.Cabana will use this structure in conjunction with his furniture store(La-Z-Boy). Attorney Kirrane indicated that the use will be a retail use which is allowed in this zoning district. There are 29 spaces on site. The building is proposed to be a 5,000 sq. ft.single story structure with a 2,450 sq.ft.basement to be used for storage. The other portion will be slab concrete. The proposed use will be no more detrimental than the existing condition on site. Attorney Kirrane next addressed the requested relief for a Special Permit relative to the alteration or expansion of a pre-existing nonconforming building. It was at this time that an error in the legal notice for the hearing was discovered. The applicant had applied for relief pursuant to two separate sections of the Zoning Ordinance however,only one section was advertised. Due to this error,the Board and Attorney Kirrane agreed to continue this appeal in order to properly advertise the requested relief. The Board asked the applicant if a list of possible types of retail uses could be presented to the Board. Attorney Kirrane indicated that he would not like the Special Permit limited to a particular use because it could possibly hinder the financing of this building. However,the Board wanted a list of potential uses to make sure they are low impact traffic uses. MOTION: Ron Jansson A motion was made to continue Appeal Number 1997-129 to January 21, 1998 at 7:30 PM. The Board will readvertise the petitioner's application for the Special Permit pursuant to Section 4-4.4 and Section 4-4.5 in terms of alteration and expansion of a pre-existing nonconforming structure and use. These appeals will be heard together. Seconded by Gail Nightingale VOTE: AYE: Gail Nightingale,Ron Jansson,Tom DeRiemer,David Rice,and Chairman Emmett Glynn NAY: None Appeal Number 1997429 is continued to January 21, 1998 at 7:30 PM. Note: Attorney Kirrane agreed to sign any extension as needed. A Aaa_ a 3178c_ZL. e 1 ived Fo= offi'en sE=. Tow== G1e of__=e ,• . - " . Anneal # G� q Daisc/ ` Oe _sion Due _ ­17 21 uui T.te undersigned hereby aWlies to the Zoning Boar: of Appeals for a Snec a pe_.t, in the manner and for the reasons hersinaftsr set forth: � Applicant Name: John Cabana Phone 771-7045 Az-__cant Address: _ c/o Dunning, Forman, Kirrane & Terry- L.L. P. , P. 0. Box 560 . . pz==erty Location: 157 Falmouth Road (Route 28) Hvannis Maspee, MA 0_2 pr= er_y owner: John Cabana , Phone Adiess of owner: same as above Z: appl3asne d larr owner, sesce ascurs of intereser der of Years owneds Less than one year Assessors Hap/Par=zl 14um::er: 311/75 Zoning Diz=ict: HB Gr�...._...ter overlay Dist= GP Spec'al Pe^ri.t Rec-rested: 3-3.6 (3) HB District/4-4.4 & 4-4.5 Alteration/Exnans + ==a SeC-.,Qn TSL:e or zne 3onzng Or=aaarca of pre-existing non-conforming structure and use Desc=:;.t_on of Ac:._4it7/Reason for Reeuest: The Applicant proposes to construct retail use building 1 (designed for single tenant occupancy) on pre-existing non-conformi „mp ;g a conditional use. Applicant also proposes t6 . maintain a front yard set back of 61 ' rather than 100' as an alteration or change of a pre-existing non-confc structure.*' Descr*p ion of gonzr_-== .ion Ae_ivit:y (if annl'_•eable) : Applicant proposes the construction of a single story structure (100' x 50' ) consisting of 5000 sq. ft. on the' first floor and 2450 sq. ft. of basement storage space. Applicant proposes the demolit of all or substantially all of non-conforming building currently on the site. Accessor parking .is also proposed. 4150 s ft. pr= osed Gross Floor Area to be Added. q• , Altered: 3300± sq . ft g:is t'_ag Level of. Develogmeat of the Proaer`y - Numaer of Buildiacs z one p -°seat lase(s) arehouse Gross Floor Area: 3300± Sc. Application for a sped.__ Pewit the F=r'pey located is an Historic Dist:? Yes (I Sf yes ONE Use only: Plan Review Number Data Approved Is the building a designated Historic ?a�rimark? Yes [J Sf yes Historic Preservation Denar,-6nent Use Or. Data Approved Have you applied for a b„.�ng pest? Yes [J Has the Building Inspec= refused a pe=ait7 Yes [J b All apalications for a Spee al •Pe i_ cecu-e an. an pzoved site Place. That process must be successfully cO=Ieted pr-:ar to sutcit'-..lag this ap:licaa- to the Zcning Board of Ap_eels. Fcr Building Denar1tent Use anly: Mzot Required - Siagie Famil�r S+ta Plan Review. Number SPR 054-97 Data AIIaroved 8-14-97 Signatnie: The following info atien must be suI=itted with the application at the time of fling, failure tc supply this =y result in a denial ,of ycur revues Three (3) eaaies of the eamaleted application fo=, sacs with o=_ginal signatures. Five (5) capies �of a as property survey (Plot plant showing the dimensions of the land, all wetlands, water bodies and surrounding roadways and the location of the existing im:rave„*ze::es on the land. Five (5) copies of a pranosed site imarovement plan, drawn by a certified professional and approved by the. Site Plan Review Committee is reQuirad for all proposed develo=ent ac'..ivities. This plan must show the exact location, -of all proposed Mtn and altaratians on the load and to stsuc r°g see +contents of site P1an- Sec�i:n e,-,� 4-7.5 of the Zoning inance•_ll for detailed regm rements. The applicant may submit anyassist the Hoard ad�dl��al �ortiag doeuments to making its deresr J nu Attorney for Ap icant signature: Data Agents S1S=aturs ' Agent,, s Addrass: P. 0. Box 560, Mashpee, MA 02649 Phone (508) 477-6500 Fax No. (508) 477-5697 771. PAVED PARKING PAVED p ,t _ O Y ED Ak v u AREA Ul 9! r , 13E R to PAVED ARKING . � i/,-� 9 - r h aar J/ VELOP MENT LMK U f10t - 1 ' ` PAVED pAR KING' r ._�•x,;,•-.- , , , r r PA D PARKING I uTE - AVE,) KI RD PAVED PARKING OL.7� V --v,�e�i IISS VED PARKIN CL AVED PARKING � 0I9 6lj3X73 7 1 74 83 r i t]Slf so PAVED PARKING CQST -�? 84 303 PARKING PAVE PARKING 7 - '= A V r ►� ``-: 330 oso J- -' 302 r fly • 8 • �; 9Its r In 17cG 4 POW CBS tnx an V N 38 v .311• _ r32� - k� �:' 431 33 ank on 3 T ter � las i_F -C: _ 4 ^ i t• , Xow MAP 311 PARCEL Vo • t: SUE V CABANA _ CABANA2.0 BUILDING SPECIFICATIONS 'ABBRE 1 CLASIFICATIONS DIMENSIONS ACST ACOUSTIC AD AREA DRAIN USE GROUP — B, BUSINESS FLOOR SQUARE FOOTAGE AGGR AGGREGATE TYPE OF CONSTRUCTION — 5B (UNPROTECTED) BASEMENT 3,717 A.C. AIR CONDITIONING I 25'-6" TOP OF 2nd FL. PLATE FIRST FLOOR 5,840 BUILDING AL ALUMINIMUM HEIGHT ABOVE 33'-8" MEAN ROOF SURFACE (504.2) SECOND FLOOR 5,776 A.C.T. ACOUSTICAL CEILING TILE MEAN GRADE 141'-6" HIGHEST RIDGE LINE TOTAL 15,333• D ASST. ASSISTANT * CAPE COD COMMISSION AREA DEDUCTIONS; ATM AUTOMAITED TELLER MACE EXISTING BUILDING TO BE DEMOLISHED — 2,5339.f.(2) = 5,0669.f. VERTICLE MECHANICAL AND ELEVATOR SHAFTS — 76s.f.(2) = 152s.f. BRD BOARD STAIR AREA UNDER MINIMUM CEILING HEIGHT. — 128s.f.(2) = 256s.f. TOTAL SQUARE FOOT DEDUCTION = G5,474> BLK'G BLOCKING GROSS (CCC) CALCULATED BUILDING AREA 9,859 s.f. BM BEAD SOT BOTTOM B.O.F. BOTTOM OF FOOTING F ff� CAB CABINET 1' CAULK CAULKING CONSTRUCTION NOTES CB CATCH BASIN CEM CEMENT GENERAL C.L. CENTER LINE CLG CEILING 1® The scope of work for the project shall incude all labor, materials, devices, CLO CLOSET supplies, equipment, and other facilities necessary for and incidental to the construction for: CAPE COD FIVE CENTS SAVINGS BANK — Hyannis, Massachusetts COL COLUMN 2� The Contractor shall secure and pay for the building permit and other permits CONC CONCRETE and government fees, licences and inspections necessary for proper execution and completion of work. CONST': CONSTRUCTION CORR CORRIDOR 3® The Contractor shall pay all federal, state, local and all other taxes that are applicable to this contract. CRS COURSES The intent of the Contract Drawings is not to depict every concdition, but to C.T. CERAMIC TILE Professional Land Surveyors&Civil Engineers Arthur Borden & 302 Broadway—Unit#4 Raynham,Mass.02767 Associates, (508)880-3439 FAX(508)880-2792 Transmittal Dmw 01/22/2004 TO. Mr.Thomas Perry,Building Commissioner-Barnstable Cc: Tom Chiudina,AIA—DRL&Associates From Art Borden, P.L.S. Re: "171 State Highway,Route 28"Cape Cod 5 Savings Bank Enclosed, please find copies of the final as-built survey of the above site. If you should have any questions regarding this information, please do not hesitate to contact me. 1 TOWN OF BARNSTABLE Y^ CERTIFICATE OF OCCUPANCY PARCEL ID 311 076 GEOBASE ID 23068 ADDRESS 171 FALMOUTH ROAD (ROUTE PHONE HYANNIS ZIP - LOT 30 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 64468 DESCRIPTION NEW BUILD ( CAPE COD 5 CENTS SAVING BANK PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARcxITECTs: Regulatory Services TOTAL FEES: BOND $.00 ptr CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1 0 * sAMSrABL.E, MAS& 039. 1 RFD M{�l A BUILD,';D 'ISION BY ��1 0 KI; DATE ISSUED 10/11/2002 EXPIRATION DATE 04/18/2003 TOWN OF BARNSTABLE m- TEMPORARY CERTIFICATE OF OCCUPANCY ': f X 5 PARCEL ID 3i1 076 GEOBASE ID 23068 G ADDRESS 171 FALMOUTH ROAD. (ROUTE PHONE HYANNIS ZIP — LOT 30 BLOCK LOT SIZE. PERMIT TYPE BTCOO TITLE DEVEj2AVEN6CCUPANCY PERMIT DISTRICT HY 88kWCTORS: 64468 DESCRIPTION 120 DAY TEMPORARY CERTIFICATE OF OCCUPANCY , ARCHITECTS: 2 TOTAL FEES: Department Of BOND $.00 Regulatory Services CONSTRUCTION COSTS $.00 » - 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Pr.� :�'�� * BAMSPABLE, Mass. FD Mpl A I DATE ISSUED 10/11/2002 EXPIRATION DATFBU `'`D'I'1'-f ,'- � BY '` � 9�� TEMPORARY CERTIFICATE OF OCCUPANCY+x r, TOWN OF BARNSTABLE PARCEL ID 311 076 GEOBASE ID 23068 _, .; ADDRESS 171 FALMOUTH ROAD {ROUTE PHONE HYANNIS ZIP - LOT 30 BLOCK LOT SIZE DBA = DEVELOPMENT DISTRICT HY k PERMIT 64468 DESCRIPTION 1ST FLOOR PUBLI, BASMT & 2ND STAFF ONLY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: P TOTAL FEES: Regulatory Services BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY + IM MSTABLE, MASS. J( EDMP�A iP r BU , I SIO DACE ISSUED 10/11/2002 EXPIRATION DAT t ,'f`It�"L,►i x/ <it I [) ,' C7EOE-A S,R D 21,306 e . F F��:.� 1:71 I+'M �!t1()LI P F'.(IAJ) { Rt)t. T I}; �1 k?rl{JN r IIYANa4 Z113 .?'.3l'> D3?tIEIJC)PME�.t�' DIS`. RtC%' t Y �� 'hry' 1•.ji `� rt 111+tC F f 1�Z������ if} '1'.L s�„a �a "T?EAtZ tX)VIN' EXIS.I Lltl "s_ BANk 0,^}�i'I' G'rca43:y: �t ;: t. :c t� F,?c)s. CON';`t'iilIC;]'ON Department of Health, Safety. -and Environmental Services f.3C INL)! (fit �y 2 1 $_s(_�o O�TNE 1� ,810 IIANE'sj PFICR BL,'.)G 1. `PR.TVf.I['a P * 'BARNSTABLE, • ,m E D PA6� , 4 BUILDING DIVISION r 55 ;tt f BY -- (}111 1 i till'"L,60 {%.1 ,l yi 6,�2 02 1.X!}1121' T 10V l�M't' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS - HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECr- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVAL4 ELECTRICAL INSPECTION APPROVALS G4 2 2 2 --irm 1�1 7g.L� Pik ri 3. �' n_ O /,� 1 HEATING INSPECTION APPROVALS 2 BOARD OF HEALTH OTHER: ' SITE PLAN REVIEW APPROVAL �1ffy WORK SHALL N01 PROCEED ONTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR 14AS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. . NOTED ABOVE: TION. (i W VO h s� y Enginr,ering Dept. (3rfiffoor) Map / Parcel 4 7 Permit# House# Date Issued Q �� Board of Health(3rd floor)(8:15 -9:30/1:00-4:j0) 3 �ee 0CJ Conservation Office(4ih floor)(8:30-9:30/1:00._2:00) SEPTIC$YSTE MUST BE S I LLED IN COM IANCE Planning Dept.(1st floor/School Admin. Bldg.) WITH T I ' ' Definitive P1an.Approved by Planning Board - 19 VIR )NMIE N® TOWN REG 1 QED / r i639. ( ii►� TOWN OF BARNSTABLE Building Permit pplication Project Street ddre4 + i Village t✓a�C,� /! fI Owner O (P E1g&ss i157 ra/K' oo n H4Qy1vt�� Telephone -7—71— -70 4 ..Permit Request 19tI11D lit-,, Dn o-Bc 1 Id1 r-)Q 1Oc�r n P CL t r) d'P .First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: p Full ❑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 f 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 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 i SIGNATURE DATE BUILDING PE MIT DENIED FOR THE FOLLOWING REASON(S) T + FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED • • .` � L.. Y _ J :, -. � ._ - i' :-' - l r - � • -� i MAP/PARCEL NO. ADDRESS r VILLAGE + OWNER DATE OF INSPECTION: FOUNDATION 4 _ FRAME INSULATION FIREPLACE - ELECTRICAL:'= ROUGH FINAL' F PLUMBING:# ROUGH - FINAL L GAS: r) ~`TROUGH FINAL r FINAL BUILDING= DATE CLOSED OUT " 1 r' ASSOCIATION PLAN-NO. • E I� Thi.- Commonwealth of Massachusetts --. 1:_ Dc artnrc»t of Industrial Accidents Office 8110 V9211o»s \J 600 11 a.0 nht!/n Street Boston. Maas. 02111 Workers' Compensation Insurance Affidavit !leant information• Plestse PRINT ledfljj — m .mil Bo— /Q o U 0,0 - Inc•ttinn t� tied© V- kl c7 sit,- X;a�97re S L—da 40 A /7 ® a 6 �/- .g nhonc CD I am a homeowner performing all work myself. I am a soli .proprietor and have no one working in any capacity 77 [j I am an emplover providing workers' compensation for my employees working on this job. coma name: e V l C address:� © .B®�c 6 a � � • city- /—D L e c LIq 0) phone 1!• 46 insurance co. polio•# [1 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: comnany name: atitlres�• cit.•• phone ft• insurance cn. nnlic%•if 1- IT cmmnan- name: address- city- nhonc#- insurance co. Solid•a -Attach additional sheet if neccssaty� r"�- +:__:« ;L,.:_ _ ___"�%�•_�'"'��*=�••_y -'-"'=""' F:tilurc to secure coverace as required under Section� 25A of A1GL 152 can lead to the imposition of criminal penalties of a line up to S1.500.00 andrur une y cars•imprisonment:►s Well:ts civil penalties in the form of a STOP'WORK ORDER and a fine of S100.00 a day against me. I understand that a cop).of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. 1 do herehv w er N e pains and penalties of perjurr that the information provided above is true and correct. Signature Datc Printnamc O it Q�l �Q Phone!* ����� 2334 99 official use only do not write in this area to be completed by city or torn official city or town: permit/license# r•tlluilding Department ' C3Liccnsing hoard 1]check if immediate response is required a5electmen's Office person: phone#; ❑Health Department contact p rJ01her__ : r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' c0nipensation forth employees. As quoted from the "law". an emph ree is defined as every person in the service of another under an\• 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 me the fore--min a enga�_ed in a ioint enterprise. and including the legal representatives of a deceased emplover. or the receiver or trustee of an individual . partnership. association or other legal entity, employing employees. However 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 he or on the `_rounds or building appurtenant thereto shall not because of such employment be deemed to be an empio\% MGL chapter 152 section 25 also states that even-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. 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 been presented to the contracting authority. Applica rats 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 require to obtain a workers' compensation policy. please call the Department at the number listed below. . Citv or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a.space at the bottom the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. P1. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be retumec 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 have any questic please do not hesitate to give us a call. - ...-aV rs r�.. ...- ..•vs... ..��-wr.-r•r••r � _n..�.a. _.�-+�.•rfwww-w._ .. .. ..+... �• T'v..�q�'.�-� .. • .i.. . ... 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 141111`0�4-98 10 = 28 F L E C'FW.,.1 C, H Y A I D 0 0-'-'2 9 1 0 9 S 0*57C95 PACE 2/2 02�17,i MeNme ISDN 201950 1:la " e.1 484 VAllow St. Hyannis, MA.02301 Bavuaqua Construcuon PC) B,o 2 8 iP0.'*e.--A,-;ak7-', NIA 'rhe �,,lecltric senuice and rrieter at 157 FAlmoUth F'�!J h�,miive been T,'en-fove-d. h"'s i-s of 1'vlam Dicchini, DBA LA-Z-Boy Showcase. vta.,:; done due to a buildino fire. Very b LOY YOWS, Ba,b, -occhi at a Tr ctj�tompuv, Servica Rep, t v,fig SEc» r' ti january 7, 19 8 i r�. 15,7 palmoutn Road, - 1-fyatlnrs 7 t,Vhc� x t This watt r iS to con.9-M "e nc. � �-G�,�'I'�i:")l:tTlL� natl.;':Ia l gas facilities to t11,-� abQv', tt' t~224 d proper-tv a; °S3 ' t'il'. CtD'R"s'1c:C4fit by0I.1j �vs��E`.y C��?itV.'L�ifi i !11ii?�y %, 199 Bub Sujli�,all f l i 1 t71C9.1 Dzpat:Tucnt Cpkf,.i:i.",1i11kr �}jli�N1- ',' 19?, 0. p r� /�-� a .P��t. Town of Barnstable Planning Department Staff.Report John Cabana Appeal No. 1997-129 -Special Permit Pursuant to Section 3-3.6(3),4-4.4(2)&4-4.5 Date: November 26, 1997 To: ZoningBoard of Appeals From: Approved By: Robert P. Schernig, Director Reviewed By: Art Traczyk Principal,:Planner Drafted By: Sean Ghio, Associate Planner Applicant: John Cabana Property Address: 157 Falmouth Road, Hyannis Assessor's Map/Parcel: 311/076 Zoning: HB Highway Business District Groundwater Overlay: GP Groundwater Protection Overlay District Filed,October 21, 1997 Public Hearing,December 3, 1997 Decision Due,December 19, 1997 Background: The property is a .57 acre parcel improved with a 3,000 sq. ft building used as a warehouse. The applicant proposes to demolish the existing building and construct a 5,000 sq. ft. retail building designed for a single tenant. Retail use is a conditional use in the HB Highway Business District. The structure is shown on the site plan as 61' from the front lot line, and so does not conform to the required setback of 100'. According to Assessor's records, the existing metal structure was constructed in 1958. The applicant proposes to maintain the existing front yard setback of 61'. The applicant is requesting: • Special Permit pursuant to Section 3-3.6(3)(A)for a use (retail) permitted in the B District not permitted in the HB Business District. • Special Permit pursuant to Section 44.4(2)for the alteration or expansion of a pre-existing nonconforming building. Special Permit Findings Section 4-4.4(2) of the Zoning Ordinance provides for alteration or expansion of a legally created pre- existing non-conforming structure by a special permit from the Zoning Board of Appeals. The Board must find that the alteration or expansion is not substantially more detrimental to the surrounding neighborhood. The standards for Granting a Special Permit require the following findings of fact to be made by the Board (Section 5-3.3(2)): Y • that the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit, • that a site plan has been reviewed and found approvable in accordance with Section 4-7 (The site plan was found approvable on August 14, 1997 by Site Plan Review Committee-as Site Plan Review No. 54-97), and, • that after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good of the neighborhood affected. Town of Barnstable-Planning Department-Staff Report Appeal No.s 1997-90&91 1611 Corporation Staff Recommendation: If the Board finds to grant relief, they may wish to consider the following conditions: 1. Development of the site shall conform to the plans presented, titled " Retail Development Located in Hyannis Mass. drawn by Cape& Islands Engineering, last revised date of September 10, 1997, and "Proposed Building, 157 Falmouth Rd., Hyannis Mass" drawn by CTC Construction Inc., dated July 23, 1997, to be used as a retail store of 5,000 sq. ft and as basement storage of 2,450 sq. ft. 2. When available, the project shall be required to be connect to Town sewer within six months of to becoming available. 3. A sign shall be placed at the exit to read"Exit- right turn only"with an arrow pointing to that direction. 4. All signs must comply with the requirements of the zoning ordinance. 5. The basement shall be used for storage only with the exception of temporary events. 6. An additional landscaped area shall be planted along the eastern side of the structure while maintaining a 24' aisle width for parking. Attachments: Application Assessor Map Site Plan copies: Applicant/Petitioner 2 _ ...►- O rT .. .. �.. _ Zc=i=c Board of A=eala Ann iasti on for a Sneciai'- Perri}, a�, �a Mlived Far of=_ce use`c Towr:. C' erg: office = A sal J Hearin Dats D.,F Dec ision Due -7,721 '. The urdersianed hereby applies to the Zoning Board of Appeals for a ,Special pe=—.,.it, in the manner and for the reasons hereinafter set forth: f r• Applicant Name: John Cabana Phone 771-7045 ;Acn'-cant Address: c/o Dunning, Forman, Kirrane & T ry L.L. P. , P 0 Box 560 -- — � Maspee, MA 026!+9 p_.,aer=y Location: -�57 Faimouth Road (Route 28) Hvannis prcper=y Owner: John Cabana , Phone Ad _'es3 of Owner.: same as above ' Zd 4ppl3eaat di-Mers t-= owner, atace nacure of interseet Ruaioer of Yeas, owned: Less than one year Asses or•s Map/Parcel Number: 311/75 Zoning District: HB G=:= d :=ter overlay District: GP Special Permit Regnested: 3-3.6 (3) HB District/4-4.4 & 4-4.5 Alteration/Expansion c+Le sec--,on & =r-1 a at rt:e "zoning ordnance of pre-existing non-conforming structure and use Desc. p ::.cn of Activity/Reason for Request: The Applicant proposes to construct a . retail use building (designed for single tenant occupancy) on pre-existing non-conforming for 411rh iQm ; z a conditional use Applicant also proposes to maintain a front yard set. back of 61 ' rather than 100' as an alteration or change of a pre-existing non-conformi: structure. DeSc=iption of ponst=*.tction Activity (if applicable) Applicant proposes the construction of. a single story structure. (100' x 50') consisting of 5000 sq. ft. on the first floor .and 2450 -sq. ft. of basement storage space. Applicant proposes the demolition .- of :all or substantially all of non-conforming building currently on the site. Ad6essory parking is also proposed. Proposed Gross Floor Area to be Added: 4150 sq. f t. , Altered: 3300± sq. ft.' Existing Level of. Development of the Property - Number of Buildings: one pz-gsent •Tise(s) v warehouse Gross Floor Area: 3300± Board of Appeais r , 71 _ �� Anndicsti oa far a Snecial Per=i t z s , y� — : Obj?thRived For ofrice use -_ _-__ TownC_erl: Cf_ice _ Appeal # Hearing Date i. C �� Decision Due r Ji v! L1 The undersigned hereby applies to the Zoning Board of Appeals for a Special pe=-4 in the manner and for the reasons hereinafter set forth: �. Applicant Name: John Cabana Phone 771-7045 Ap=licant Address: c/o Dunning, Forman, Kirrane & T rY, L.L. P. , P. 0 Box 560 prcperty Location: 157 Falmouth Road (Route 28) Hyannis Maspee, MA 02649 Property Owner: John Cabana , Phone Address of owner: same as above rl APR.Ucant dillers fr= owner, star* aarurs of interest: Answer of Years Owned: Less than one year Assessors Map/Parcel Num3mr: 311/75 zoning District: HB Gr --ter Overlay District: GP Special Pettit Recniested: 3-3..6 (3) HB District/4-4.4 & 4-4.5 Alteration/Exyansio7 =ce Sec---, T�t�a or the �aaing orri.�ance of pre-existing non-conforming structure and use Description of Activity/Reason for Request: The Applicant proposes to construct a retail use building (designed for single tenant occupancy) on pre-existing non-conformins to iirh 11eP ;c a conditional use. Applicant also proposes t6 maintain a front yard set back of 61' rather than 100' as an alteration or change of a pre-existing non-conformi structure. Desc=ipt_on of 5onst'-.tction Activity (if applicable) : Applicant proposes the construction of a single story structure (100' x 50' ) consisting of 5000 sq. ft. on the first floor and 2450 sq. ft. of basement storage space. Applicant proposes the demolition of all or substantially all of non-conforming building currently on the site. Accessory parking is also proposed. proposed Gross Floor Area to be Added: 4150 sq.. ft._, Altered: 3300± sq. ft . E:;.sting Level of. Development of. the Proper`y - Nusber of Buildings: one Drosent IIse(s) warehouse , Gross Floor Area: 3300± * 8c. ft. Applicatiaa for a speciai. pexmit Ys the F=cpe=ty located in an Historic District? Ff yes .01W Use Only: Yes [J No Plan Review Number Date Approved is the building a designated Historic Landmark? Yes [J No a Xf yes Historic Preservation Denar*"ent Use only: .Date Approved Have you applied for a b ,. 4 ��q Petai..Z Has the Building inspector refused 'a Yes [] No permit? Yes [] No [c All applications for a Special Pe--mi= reCU process must be successfully c an approved Site Plan. That CMpleted prior to submitting this application to the Zoning Board of Apaeals. For Buildinc Department Use cn i v- Nc= Required - Single Fam*1 j Site Plan Review. Number S� 054-97 Date Approved 8-14-97 Signatures The following 'formation must be submitted with the application at the time of filing, failure supply his may result in a denial of yc::r recuest: Three (3) copies of the completed application fa , each with original signatures. farm, Five (5) capies of a certified the dimensions of the pert? survey (plot plan) showing the dimens ns of mod, all wetlands, water bodies and Burg roadways the land. Y and the location of the existing rcvements on Five (5) copies of a proposed site improvement place, drawn by a certified professional and approved by the Site Plan Review Committee z- i required for all proposed development activities. This plan must show the exact location -of all proposed improvements and alterations �-on the land and to structures. see 'Caateats of site Plan, Section 4-7.5 of the zoning ordinance.,, for detailed requirements. The applicant may submit any additional sun portfaq documents to assist the Board in making its detesttination. Attorney for Ap icant Signature: • ��� Data 9 =gnatuts Agents Agents Address:' P. 0• Box 560, Mashpee, MA 02649 (508) 477-6500 Phone Fax No. (508) 477-5697 PROP. NUMBER SUFF. STREET NAME .MAP PARCEL CARO NO. TOWN CLASS ROUTING LOC, 110 I� l`T aJ 010 10B 101 113 ROUTE 28 HY 0003.11 075*000 . 20 RECORD OF OWNERSHIP AND MAILING ADDRESS LOT NO.-'-. DEED BKICTF DEED PG. DATE PURCHASE PRICE IT MN Ei2—T i— 31 B9�/8 TFe,t�,: 12 MEMORANDUM C� C oC/( r j r �1T A C ACRES ST.CLASS CO.I ILIVING UNITS I FIRE DIST. I ZONING MULTI NC NEIGHBORHOOD •5 7 0 102 j� 103 /1 v O 108 �J 104 /C d i 111 1 105 R I L 19 DELETE 300.330 LAND DATA III COMPUTATIONS LL �7 O 1 L SALES DATA (� )a 0 NONE N ACTAL FRONTAGE FRONTAIGE EFDEPTH E ACTUAL UNIT PRICE FACTOR UNIT PRICE DEPTH EFFETIVE INFLUENCE FACTOR LAND VALUE MO YR TYPE AMOUNT SOURCE VALID )1 LOT L —— -- - —'- - 1 -- -- — - -'---'---1 REGULAR LOT L —a— MINUS --- _ — F J--ga 201 — — LOT l —,---,--- _ 3 APARTMENT SITE L - --•— --- --- --I--- -- --.y -- -- - .. 202 4 WATERFRONT - 04 L ———•— ——— ——— ——I— —— —— --% TYPE CODES VALIDITY CODES 10 SO.FT. 'l r I 1I Land 1 PRIMARY SITE S --�- —I— vl/�Q/�� 50.FT. ——___•—'_ INFLUENCE FACTORS —— L --a° .'�.': 1 3 L,rw o Valid Salo 2- / 1 V Q v in Building 1 NotInirc Ope AOdn•I t, Permit 3'UNDEVE OP SITE 6 — _• —— f J— _ - - - 3 Building .2 Not Open Market 3 ur4DevELoveD ——1—— — SO.FT. .._•.—`' 1 UNIMPROVED —% .5 3 cn•rgtd Att•r sae -.r 4 RESIDUAL $ —— 2 EXCESSIVE FRONT f 1 SOURCE CODES 4 Ra•t•d Indiriduat w cwx . Ij 5 WATERFRONT _I -- ——I— SO.FT. —•—— — —- -T._ -_ — L _ 9t '-•�1 1 Buyer LiOuid•tim/Fw•clown 370POGRAPHY 2 Sale, - <0 Fin•neinp/Lend Coot,, 15 ACREAGE A / 1 -— --•—--ACRES — ——I——— 4 SHAPE OR SIZE L --�O 3 Other r. 7 Included- a M Pot hop. 1 PRIMARY SITE �� —— r 4 OtMr � �• or Other-Sn Mwno 2 SECONDARY SITE A ——a———ACRES ——I——— 5 MISIMC M RIOVEMENT —— 1 —% 106 ENTRANCE CODES INFO COI 3 UNDEVELOPED 4 MARSHLAND A ———�———ACRES --I——— 6 RESTRICTIONS- �p ENTRANCE 8 SIGNATURE GAINED 5 CURRENT UNOCCUPIED OWNS 5 WATERFRONT A NONCONFORMING Y ' — ——•— ——ACRES — ——I——— —— —_", ENTRANCE GAINED 6 EST.FOR MISC.REASONS )CORNER/AILEYIt) --° 2 NOT APPLICABLE,UNIMP PARCEL ISEEMEMO) 2 9 DESIGNATED A ——. — _�———ACHES ��..// " FOREST LAND/ — ——I——— B VIEW It) —— L ° 3 ENTRANCE 61NF0 REFUSED 7 OCCUPANT NOT AT:40ME 20 OPEN SPACE —ACRES — —1——— __ r ,_—°.y 4 ENTRANCE REFUSED,INFO AT DOOR 3 OTHEI 25 0 TOTAL A _Q .—I———.� ACRES SUMMARY OF VALUES SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS G ROSSIRREGULAR LOT TOTAL VALUE)AND ;' `f i.J,�1 COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED. G — —I---�--- 30 2 SITE VALUE — — ;'/ :�11...'"' ;• i - THE INFORMATION HEREON. 3 RESIDUAL TOTAL VALUE BUILDINGS -" /, //.D ly 4 HOMESITE .. 9 MINUS R.O.W. TOTAL VALUE LAND 6 SLOGS. 1 �I 00 PROPERTY FACTORS 405 LOCATION 410 PARKING AVAILABILITY - TOPOGRAPHY UTILITIES STREET OR ROAD CENTRAL BUS GIST 1 TYPE QUANTITY PROXIMITY 111SPECTION WITNESSED BY: LEVEL 1 X1 ALL PUBLIC 1 rX PAVED I PERM CEN BUS DIST 2 0 NONE 0 NONE 0 FAR 1 OFF STREET 1 MINIMUM 1 NEAR PROCESSING DATA ABOVE STREET 2 PUBLIC WATER 2 SEMIIMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 ADJACENT . 7 ON 8 OFF STREET 3 ABUNDANT 3 ON SITE GEL ADD CMG FID MO DAY YR HLOW STREET 3 PUBLIC SEWER 3 UNPAVED 3 MAJOR STRIP 4 vd 4 PARKING DECK ROLLING 4 GAS 4 PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD 1 2 3 4t 2 3 4 STEEP 5 WELL 5 CURB&GUTTER 5 NEIGH or SPOT 6 DATE NUMBER PRICE PURPOSE I 2 3 1 LOW 6 SEPTIC 6 SIDEWALK 6 COMM/IND PARK 7 1 2 3 4 SWAMPY 7 NONE 7 ALLEY 7 INDUSTRIAL SITE B 1 2 3 1 -- I 2 3 4 MARSHY B NONE p HEATING&COOLING I '• t rl 600 OO v MAIN BLDG.COMPUTATIONS O7HER VACANT FLR FIN SCH / JI �• BIB SYSTEM BIB HEATING TYPE 820 COOLING TYPE �I-! C I I ' tt rr RATE PRINCIPAL BLDG.DESC. - — I i U 7 f (+Ct 2S I TYPE 801 IMPR.TYPE — — .�V ..�• •...M� __L. — GT PE NO FIRST ' BSMT 1 ')� � , `. _.' :sU.; ' _.i... ..� ':-r 1 Lc .J— �. .. ....I..1...1. i.., I .i..�..,...,..i 826 APARTMENTS — HOTEL — MOTEL — UPPER — — — �.I _ ,;...Ii. -i t... L..i I i I I 827 ' ,. NO.UNITS AVG•UNIT 512E � 1 NONE 1'NONE 1 NONE BOJ 2 UNIT HTRS 2 FHA 2 PKG UNITS , i i- + I . 828 3 CENTRAL HTG 3 GHA 3 EVAP -- -- -- -- —_"-� -- AGE 4 CENT HTG&AC 4 FLR/WL FUR 4 REFRIG 829 --_ ERECTED EX7 ENDED REMODELED 5 EI.EC BB/CLG 5 HEAT PUMP - 6 STEAMIHOT WTR 830 7 HEAT PUMP 1 8051 eo61--_— 80719 ---- ---- ---'-- 831 PHYSICAL CONDITION FUNCTIONAL UTILITY __ _ __ __ __—• _ FOUNDATIONv, 834 O SUBTOTAL —_ I VPE 4IT RIAL 1 2 J 1 822 1 2 3 4 I I I 1 ! — — 821 -- GDO POOR UNSOUND GOOD POOR ABANDONED I �I 835 LF SO FT L% 1E nUfl � LISTED REVIEWED ii 60� C.W. P. CUNI., CIi 1111/. SIN Ff/ -- -- ' 12 BASEMENT 821 876 ADJ BASE D BY DATE I Al -�. - i _ � I 837 INTERIOR FIN [ ]-- tl09 7 J a 5 6 ADDITIONS 1 '..;_--. :_-- .L-r +-+-+ 1 — -- Lq CfiawL 174 12 v4 FULL 838 LIGHTING L —_—•—_ NO TYPE SIZE X RATE AMOUNT .. J { �•i' BIO EXTERIOR WALLS LJ (_nNO PT.- - ._I� I• I ' I I I � � 1 839 HEATING/AIR COND --- I L ILi I l i r r i .i Ol WOOD H UF1 FHAMC (I) EINI CkO CONC. 85e 02 BRIC8 10 METAL —— 1. I�� 840 03 BRIFR II ENAE LED STEEL • 1 M 859 2 I ` /. +� .�. .L.. "3TOTAL MF&OF 04 BRIMS 12 GLASS 860 3 I � •+ — �— 05 B"CB 13 STONE -- • i � � :._I t ' _ I ....1... .. 811 SUB TOTAL RATE 06 17'CB la STUCCO/FRAME 881 4 ` 'i - - ---•_.... 4G .._. f...}...:_.. __ i' 1_ 07 TILE 15 S7 UCGOlMS 862 5 i.. I_�. ...'. t...j...'..._... .I —_ I I. ....�. ...f...i....... .. ..�.. X BASE AREA OB PRECAST CONC. 16 DPk rJ _— • I (AJ,�OCtirdfM��C K J�II/r� �C I j 84s ., r 1. 846 SUB TOTAL A FRAMING 863I- 1 '2 J ♦ TOTAL ADDITIONS 866 I&E FORM 811 FIRE ES R.CONC. STLi"EIN.CONC —I---I--- LEFT RET REF EST �12 ROOF ADDITION TYPE CODES MF&OF TYPE CODES MECHANICAL FEATURES&OTHER FEATURES 848 SUB TOTAL TYPE STRUC. COVER MAT. OICANOPY 01 PLUG FIXTURE IMPR '10 OF 849 GRADE r�-- X (Q/�6�•i11 I FLAT WD FR I BUCOMP 02 DOCK 02 STORE FRONT TYPE IMPR QUANTITY/SIZE RATE RE►L COST PJ S.P. 2 TL/8 JOIST 2 COMP SH, 03 CPY/DOCK 03 SPRINKLER B57 /� /7 850 REPLACEMENT COST U� D.P. STEEL TRUSS SLATE 04 OFF 04 MEZZANINE Q� _1_1_..SL ( �. _— -- :2, -1—� I`--- f/IP 1 WO TRUSS METAL 05 OMP OS PARTITIONS ^ R--/' 851 PHYSICAL DEPR. 5 ARCM 5 CONC. TILE 06 FIR ADDTN FIN 06 FLOORING 868 (l --� _I_1,,,�•� —_,J • `jam i` 6 SAW T. 6 COPPER 07 FR ADDTN-UF 07 DOORS 853 OBSOLESCENCE — / y`~ 7 MONITOR 7 WOOD 869 ,t1Q ——1-1 U \ •�/1 —— I '^ (CI1 —J aI— EL �J !i 8 MANSgRO 08 MAS ADDTN•FIN OB ENC-FIN � 1 2 1 � �'�--� 9 GAMBREL 09 MAS ADDTN-UNF 09 ENC•UNFIN 870 B54 NONE FUNC F&E FLOORING 10 WOOD DECK III CRANE ---1--- I1 PENTHOUSE 11 PASS ELEVATOR '+ {r-� 81JSTRUCTURE 811 COVERING MATERIAL 12 SHED 12 FREIGHT ELEVATOR 871 855 NET BIDG.VALUE IOgO I.,7, •I: ,,Ili; _I_I� • --1--- IJ GARAGE � 13 ESCALATOR BSMT �� 872 —— —— ———_ ——— . —— —— 856 NO.SIMILAR BLDGS. X 99 MISCELLANEOUS LLANEUUS 99 MISCELLANEOUS OF 1 —I--— — i FIRST �% UPPER — -- OB&YCODES OTHER BUILDINGS&'YARD 673 MF&AOFITEM 11 857 TOT.NET BLDG.VALUE _—Il )_ 1 !•II !F TYPE CONST 512E AREA GRADE RATE YEAR CONO REPL DEPRECIATION VALUE 1 WOOD 1 EARTH 6 CARPET NO PHVS BSOL 2 WD DKGI 2 CONCRETE 7 IERRAZZU - _ 02 CARPORT 15 SHOP PAVING 8]WGHTIJNG 1 712 FMO —I ^ / 171] —� .�� 711 D, 716 �. STL JST 3 WOOD 8 CERAMIC 7ILE 3 CONC/STL JST 4 ASPHALT 5 MARBLE 03 PATIO 16 OFP e4 CANOPY 2 722 DQ 1 FMO — 23— 727 G / �.G -- 721 A 726 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R.R•SIDING I-1—.f — _L L LL 05 POOL 18 IFFRAME 86 DOCK 3 732 FMO 733 734 736 INTERIOR FINISH 06 MOBILE HM 19 1•MAS 87 TANK — -- --I-1--- — --^ -- -- — -- -- 815 WALLS 816 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 742 FMO 743 744 746 Otl SHELTER 70 CABIN 89 TANK-UNG — — ---- _ BSMT O9 STABLE 71 PES G'HSE 90 TANK-PROP B 752 FMO 763 754 766 —I—1— — FIRST � 10 SUMMER KIT. 72 COMM(?'HSE 91 SCALE UPPER —— —— B 762 F M O 763 764 7BE it CELLAR 75 TENNIS COURT 92 RET WALL _ _—I-1—�— • — 12 WELL HOUSE 80 ST/C PAVING 93 TOWER - 01 UNFIN 05 WOOD PANEL 09 TILE 7 772 FMO 773 771 778 13 B,T•PAVING 81 WIW FENCE 96 -- --I—I--- —♦ �— -- ' 02 PAINTS 06 METAL 10 ACCOUS.TILE 00 MISCBLDGS a 762 FMO 703 784 786 __f 1--- -- • —� -- —q ---- •' 03 DRYWALL C7 MARdLE 11 SUSP•ACCOUS. ,AA ^ F. /� � ' 1 ( /� I 781 TOTAL OB&V •�'S/�.J 08 FIPHI:BOARD 12 g1n55 800 TRUE VALUE ALL IMPROVEMENTS 'r IIV—. II►^1LI (- —J-- PRC•023B r TMe 9'"x,r`& 05g�- The Town of Barnstable r61 Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Ralph M. Crossen Office: 508-790-6227 Fax: 508-790-6230 Building Commissioner September 22, 1997 John Cabana 20 Airport Road Hyannis, MA 02601 Re: SPR-054-97 La-z-boy, 157 Falmouth Road, Hyannis (311/075) Proposal: To enhance die present site with a one-story 5,408 sq.ft. structure which will be used for retail space. Dear Mr. Cabana, The above referenced proposal was reviewed at the Site Plan Review meeting of August 14, 1997 and after receiving a revised plan, approved under Section 4-7.4 (2) of die Barnstable Zoning Ordinance with the following condition: • Applicant must seek a Variance from the Board of Health concerning the 330 rule. If the Variance is not granted, the building must be reduced in size. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, die letter of certification required by Section 4-7.8 (7) of die Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be-discussed with Gloria Urenas of dus Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner SPR Meeting Notes 08/14/97 Site Plan Review Meeting of August 14, 1997 Hearing Room, 2nd floor Barnstable Town Hall 367 Main Street, Hyannis Present: Ralph M. Crossen, Building Commissioner, Thomas J. Marcello, Project Engineer, Sean Ghio, Associate Planner, Arthur Traczyk, Principal Planner, Lt. Martin MacNeely, COMM, Thomas McKean, Health Division Director, Lt. Donald Chase, Hyannis Fire Dept., Robert Gatewood, Conservation Agent, and Anna Brigham, Site Plan Review Coordinator. Also in attendance were: John Cabana and Attorney Kevin Kirrane for La-z-boy. Stuart Bornstein and Bob Perry for Canal Marine and Babcock Building. Bill Putman for Simmons Homestead. Meeting was called to order at 9:00 AM. Adjourned at 11:45 AM. SPR-054-97 La-z-boy, 157 Falmouth Road, Hyannis (3111075) • Proposal: To enhance the present site with a one-story 5,408 sq.ft. structure which will be used for retail space. Attorney Kirrane stated the structure is non conforming regarding the frontage. Currently La-z-boy is using it for storage. Applicant proposes to raze the existing structure and construct a new one. 21 parking spaces proposed. The existing curbcut will be used. Building will be brick and metal construction. Applicant plans to have one tenant OR may use the building for their own use. Tenant is unknown at this time. • Planning Department stated they Faxed their comments to the Applicant the previous day. Apologized for being tardy. • Applicant addressed staff comments. Began with Planning. Concerns with isle width and eastern most parking space may need to be relocated. Applicant responded by saying it is adequate. • Applicant addressed landscaping. Planning suggested a landscaping plan be submitted to the Committee. Applicant agreed to enhance the landscaping and stated it will be nice. Planning recommends a stockade fence rather than chainlink. Applicant agreed. Building Commissioner stated it is not required of the Applicant, but recommended. • Applicant discussed lighting. ComElectric had given permission to the Applicant to place a flood light on the pole if needed. Other lighting will be on building. • Planning asked about traffic. Applicant will seek a Special Permit from the Zoning Board of Appeals. • Applicant addressed Health Division comments. Had asked if there is office use proposed. applicant responded that the office use will be accessory to the retail use. Health stated it may be a problem within Title 5 regulations. Discussion followed regarding sewage flow for retail vs. office uses. Applicant explained that the office use would not be separate but simply would be part of the retail use. Building Commissioner stated that generally it is requested of the Applicant to supply the square footage of each use. Past 1 SPR Meeting Notes 08/14/97 uses were discussed. Applicant stated they included warehouse use, storage and retail. No previous ZBA actions. • Health requested a breakdown of office vs. retail. Applicant agreed. Health stated that if Applicant connected to sewer,this would not be an issue. Applicant stated that he was told by Engineering that there is a high pressure main out front but could not tie into it. • Engineering suggested the Applicant come up to the office after the meeting to address this situation. • Health asked about a dumpster. Applicant stated it will be located to the rear and will be shown on revised plans. • Fire Dept. comments were addressed. Building must be sprinkled due to the square footage (basement is included in calculation). Applicant agreed. Water main information was provided. Applicant stated all requirements of the law will be met. • Engineering comments were addressed. Engineering stated the revised plan meets the requests. This plan was submitted to staff. Drainage calculations were completed and will submit to Engineering. • Fire Department stated all concerns were addressed. Items list provided to the applicant is standard. • Planning asked about the use of basement and if the tenant had be secured. Applicant stated the basement would be storage and no tenant has been chosen. The Applicant again stated that the building may be used by La-z-boy itself. Planning stated that some retail uses may trigger a traffic study. ZBA will address this. Applicant stated they will know the tenant by the ZBA hearing. Planning addressed loading/unloading. Applicant stated it will be done in the off hours. Engineering stated the radius may be tight for semi trailers. This was discussed. Suggested checking the radius to make sure its adequate. • Building Commissioner addressed curbcut. It is shown as a dotted line on the plan. Will it be removed? The curbcut must be 24 feet as per Ordinance. Part of the curb may need to be removed and one space may need to be relocated. Type of use is important. Must know if its a furniture store or not. Again, SPR must know the exact use of the basement too. What will be stored? Applicant will be required to go to Mass. Highway. Discussed eastern most area. May need to change parking configuration. Parking spaces will need stops and must be shown on plan. Is there a change in grade? Is it a berm? This definition must be shown on plan. Dumpster must be set on an impervious surface and fenced. Landscaping plan must be submitted. Applicant must provide percentage of upland vs. impervious surface noted on plan. Existing building does not have a basement. Applicant must address the sewage issue with Engineering or meet Title 5 regulations by calculating square footage of retail vs. office. Can only have 270 gallons per day of use. Health states the increase triggers Title 5 regs. Applicant stated he wishes to tie into sewer if possible. Revised plans must show signage and downspout drywells. • CONTINUED 2-3 weeks. r PAVED PARKI G Pq RFD #65s- 32.44A( #193 �` Ac 24 �f AREA V ;l' • �T � 0 UNDER PAVED ARKING 1 r j ~�� � ' i v 013A( ELOPEMENT 2.44AC #102 #180 Os8 PAVED PARKING #204 �' : D n PA ED PARKING P N ROUE L jf AVEDRKI PAVED PARKING � p.7i�D #123 , VED PARKIN I A( 1 AVED PARKING 034 #57 _ 73 153 A( #95 vF, 0.35A( 76 74 0.4227 3Z 83 #180 2.36A( � a 80 PAVED PARKING y -F, 0.4A( N' 84 #172 01 - 16$'' Q06 #42' PAVE PARKING ( L 0.57A( #s7 IAI AC l� j p A(a tY16 t 3 #1 r oi�AF , 933 � r 3 8 _,. #58 = 00+_ 1— 37 1 2 i7: 8 0.NX 17 5 Atop 3 MAP 311 PARCEL 075 H W=r E SCALE: 111=150' CABANA ' JAB 11-12-97 s FALMOUTM ROAD (ROUTS p. �. - . r --� ram,. i•- r ZONING 14f.0 �... �,�i..�+�'•'_!�'�-, �� � n, HB HIGN:rA! BUSINESS DISTRICT �.,.\-- f. A•r r i�. ,Z` r \\ MINIM✓A! Lc SIZE 40.000 SF. ,� MINIMUV FRONTAGE 20 FT. P O — MINIMUM LOT MOTH 150 FT. MINIMUM -RomT YARD 50 FT. I i `" - t G/• . DNG ROUTES 2B 6 19 �"•tAfYIERYlOf�LOT 150S / �• \ ( ,00 FT. AL21 MINIMUM.9£Ar, YARD 20 FT. MAXIHL:Y BUILOING COVERAGE- 30 X ` i ��� / .•.r y;-• .� 1 r \\ MAXIML9r BUILDING HEIGHT-30 FT. r i / -V., /l �� PARKIN3 (RETAIL USE) i r s•s ! ` T O 1 SPACE PE-7 200 SF. OF GROSS FLOOR AREA PLUS 1 SP.CE PER SEPARATE ENTERPRISE PLUS 1 SPAC:PER 700 SF. OF STORAGE AREA CAPE COD?RAIV'C r / BSI"•�i WE 2' TREE FOR EVERY EIGHT SPACES REOUIRED ASSESSOR'S NAP 311 LOT OM ��/// / ��l.. HINDWY FRONT YARO - 60 FT. HrNi.YUM 2 HANDICAPPED SPACES o` o:.4KING REOUIRED RETAIL 5010 SF. 0 200 SF./SPACE- 25 SPACES OAN•L_ l l� • l NE'AHTM'H KETTLE ETTLTL E STORAGE 2450 SF. f 700 SF./SPACE- 4 SPACES ' 29 SPACES ASSESSOR'S NAP 91l TOTAL '/\ l :OT 074 PARXIriu'PROMED - 29 SPACES ' r' r•'F I f.=7 AGAL � e i ._ -,,, s..•k-ate - -- � ASSESSOR'S NAP 311OT 0. L?7 ACRES a/•I \l` :57 F.ILMOUTH ROAD (ROUTE 28) Iz `� RETAIL DEVELOPMENT _s e9 Ol as w___ LOCA TEO M �,�„�,,... .•,.�,.� f�..« - —- '•.. HYANNIS — MASS. 2 AS.. f. L iYPJ I .�.:. . � -I / ' - :.-• �' PREPARED FOR 6 r-��•�..� ASSESSOR'S MAP 310 �.�_,,. r �. JOHN CABANA owi XW _ ` SCA!_E.• S 20 FT. PLAN N a DATE.- MAY 16. 1997 FILE DRAWN 6Y.•DCS D-6S T 20 Is to 5 0 20 40 so Z CAPE 6 ISLANDS ENGINEERIN �A RrPs ; 133 FALMOUTH RD. SUITE 2 n Ar�ocuorc - MASS. r Town of Barnstable Planning Department Staff Report Appeal No. 1997 -129 and 1998-10 -John Cabana Special Permit Pursuant to Section 3-3.6(3),4-4.4(2)&4-4.5 Date: January 15, 1997 To: Z9ui d of Appeals From: .� Approved BY: R bert P. Schernig, Director Reviewed By: Art Traczyk Principal Planner Drafted By: Sean Ghio, Associate Planner Applicant: John Cabana Property Address: 157 Falmouth Road, Hyannis Assessor's Map/Parcel: 311/075 Zoning: HB Highway Business District Groundwater Overlay: GP Groundwater Protection Overlay District Appeal#1997-127 Filed,Oct.21, 1997 Public Hearing, Dec. 3, 1997 Decision Due,Jan.29, 1998(+90day extension) Appeal#1998-10 Public Hearing,Jan.21, 1998 Decision Due,Jan.29, 1998(+90day extension) Background: This appeal is again before the Board due to an error in the legal notice for the December 3, 1997 hearing. The applicant had applied for relief pursuant to three separate sections of the Zoning Ordinance, however, only two sections were advertised. Due to this error, the Board agreed to continue this appeal in order to properly advertise the requested relief. The property is a 0.57 acre parcel improved with a 3,000 sq. ft building used as a warehouse. Recently the building was destroyed by fire and has no re-use value. The applicant proposes to demolish the remains and construct a 5,000 sq. ft. retail building designed for a single tenant. Retail use is a conditional use requiring a special permit in the HB Highway Business District. The structure is shown on the site plan as 61'from the front lot line, and so does not conform to the required setback of 100'. According to Assessor's records, the existing metal structure was constructed in 1958. The applicant proposes to maintain the existing front yard setback of 61'. The applicant is requesting: • Special Permit pursuant to Section 3-3.6(3)(A) for a use (retail) permitted in the B District not permitted in the HB Business District. • Special Permit pursuant to Section 4-4.4(2)for the alteration or expansion of a pre-existing nonconforming building. • Special Permit pursuant to Section 4-4.5 to permit a change in the use of the property. Special Permit Findings: Section 4-4.4(2)of the Zoning Ordinance provides for alteration or expansion of a legally created pre- existing non-conforming structure by a special permit from the Zoning Board of Appeals. The Board must find that the alteration or expansion is not substantially more detrimental to the surrounding neighborhood. The standards for Granting a Special Permit require the following findings of fact to be made by the Board (Section 5-3.3(2)): • that the application falls within a category specifically excepted in the ordinance for a grant of a Special Permit, Town of Barnstable-Planning Department-Staff Report Appeal No.s 1997-129& 1998-10 Cabana Special Permit Pursuant to Section 3-3.6(3),4-4.4(2)&4-4.5 • ghat a site plan has been reviewed and found approvable in accordance with Section 4-7 (The site plan was found approvable on August 14, 1997 by Site Plan Review Committee-as Site P/ Review No. 54-97 and an • that after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good of the neighborhood affected. Staff Comments: At the opening of the last hearing on this appeal, the Board cited its concern for the lack of an identified retail occupant for the structure. The Board was concerned that certain retail uses can generate considerable traffic and impacts on p the neighborhood a to supply a list of those g and roadway system. The applicant was requested PP Y . type of retail establishments it would be seeking to locate in the store so the Bord could analyze and approve those uses from a traffic impact standpoint. As of. athis writing, no list has been submitted to the file, however, after speaking with Attorney Kirrane, he indicated it will be forthcoming. Staff has not reviewed or analyzed any possible traffic impacts except to say that furniture stores do not generate high traffic volumes. Also, potential impacts of the use on the ZOC (Zone of Contribution) should be considered. Staff Recommendation: If the Board finds to grant relief, they may wish to consider the following conditions: 1. Development of the site shall conform to the plans presented, titled " Retail Development Located in Hyannis Mass."drawn by Cape&.Islands Engineering, last revised date of September 10, 1997, and Proposed Building, 157 Falmouth Rd., Hyannis Mass"drawn by CTC Construction Inc., dated July 23, 1997, to be used as a retail store of 5,000 sq. ft and as basement storage of 2,450 sq. ft. 2. Uses of the site and building is limited to a single retailer and is further limited to the following retail uses; 3. When available, the project shall be required to be connect to Town sewer within six months of to becoming available. 4. A sign shall be placed at the exit to read "Exit-right turn only"with an arrow pointing to that direction- , 5. All signs must comply with the requirements of the zoning ordinance. 6. The basement shall be used for storage only with the exception of to mporary events. 7. An additional landscaped area shall be planted along the eastern side of the st ucture while maintaining a 24'aisle width for parking. Attachments: Application Assessor Map Site Plan copies: Applicant/Petitioner 2 TOWN OF BARNSTABLE ZONING BOARD OF APPEALS Excerpts from the minutes of 12/03/97 as related to Appeal Number 1997-129 Appeal Number 1997-129 Cabana Board Members hearing this appeal were Ron Jansson,Gail Nightingale,Tom DeRiemer,David Rice,and Chairman Emmett Glynn. Attorney Kevin Kirrane represented the applicant,John Cabana,who was present. Ron Jansson indicated he and Attorney Kirrane have a professional relationship and both sit together on a professional subcommittee and are long-term friends. Mr.Jansson felt he could act impartially on this matter but would step down if anyone felt there might be a conflict or an appearance of a conflict. Both the Board Members and Attorney Kirrane agreed that this disclosure would not constitute a conflict. Attorney Kirrane submitted a memorandum in support of this appeal and reported that the building that is the subject of this appeal is in a state of disrepair and the Building Commissioner has recently put stickers on the building indicating the building is condemned. Previously there were some nonpaying tenants in the building who did extensive damage to the structure. For many years,this building has been used for storage of old furniture but recently it has not been used because of damage to the building. Attorney Kirrane submitted photographs of the site and the surrounding area. The applicant proposes to demolish the existing structure and reconstruct a single story building designed for a single tenant. At this time,he does not have a specific tenant,but if one is not found,Mr. Cabana will use this structure in conjunction with his furniture store(La-Z-Boy). Attorney Kirrane indicated that the use will be a retail use which is allowed in this zoning district. There are 29 spaces on site. The building is proposed to be a 5,000 sq. ft. single story structure with a 2,450 sq.ft.basement to be used for storage. The other portion will be slab concrete. The proposed use will be no more detrimental than the existing condition on site. Attorney Kirrane next addressed the requested relief for a Special Permit relative to the alteration or expansion of a pre-existing nonconforming building. It was at this time that an error in the legal notice for the hearing was discovered. The applicant had applied for relief pursuant to two separate sections of the Zoning Ordinance however,only one section was advertised. Due to this error,the Board and Attorney Kirrane agreed to continue this appeal in order to properly advertise the requested relief. The Board asked the applicant if a list of possible types of retail uses could be presented to the Board. Attorney Kirrane indicated that he would not like the Special Permit limited to a particular use because it could possibly hinder the financing of this building. However,the Board wanted a list of potential uses to make sure they are low impact traffic uses. MOTION: Ron Jansson A motion was made to continue Appeal Number 1997-129 to January 21, 1998 at 7:30 PM. The Board will readvertise the petitioner's application for the Special Permit pursuant to Section 4-4.4 and Section 44.5 in terms of alteration and expansion of a pre-existing nonconforming structure and use. These appeals will be heard together. Seconded by Gail Nightingale VOTE: AYE: Gail Nightingale,Ron Jansson,Tom DeRiemer,David Rice, and Chairman Emmett Glynn NAY: None Appeal Number 1997429 is continued to January 21, 1998 at 7:30 PM. Note: Attorney Kirrane agreed to sign any extension as needed. Off `+R' eived ' _ TOwn Ci er1^ .. -.. Pc• of fie _ --ce �. Vy' l0 Dec_sion Due T.':e ur.3ersicaed heresy applies to Pe _ in the Danner and fQ- the. Zortisaq Boar of Appeals for a Spec_' the reasons hereinafter set fcr`!,: r Na:ae: John Cabana Phone 771-7045 A=.=-=c=nt Aar=es8= c/o Dunning Forman, Kirrane & Terry L.L. P. , p, O. Box 560 Pr=per=y Location: - - 157 Falmouth Road (Route 28) Hyannis Maspee, MA 0: Pr.:per=y Owner: . John Cabana A.:.;-CMOs of owner: , Phone same as above Z= sFP�sar dt,t�+ss �� o�ra�r, it:ti aarrrs of s.arars�tl xu=ber of Years owneds Less than one year Assessor•s Han/P8r-r2.L I4tn~.:�: 311/75 - 2c^?^g • HB Over' Dish- , GP spec_al Per_,,it Requested: 3-3.6 (3) HB District/4-4.4 & 4-4.5 Alterat1on/Exoar. . r.:=e sec-..won 6 T�Le or the �oa�g os�•�arca of pre-existing non-conforming structure and use Dese__�t_on of mow: --vity/Reason for Recmest: The Applicant proposes to construct retail use buildine (designed for single tenant occupancy) on pre-existing no n-conform: to conditional use.. Applicant also proposes t6. maintain a front vard set back of 611 rather than 100' as an alteration or change of a r - . . structure. r e existino non-conf( DeBc__pt:.cn Of construction of i single story structure (1 0' xp per e) • Applicant proposes the •nsisting of 5000 sq, f t. on the first floor and 2450 sq . ft- of basement storage space. Applicant !reposes t=j-ie demolit of all or substantially all of non-conforming building currently on the site . Accessoi parking :is also proposed. Prc:osed Grass Flcor Areato be Added: 4150 sq. ft. Altered: 33 4C:>0± sq. f t E=it s '_ag bevel Of. Deveia Psesen= pm8at of the Praper � - NcL-.ae 9uZ one IIse(s' : warehouse t_ r of !discs Grass :'?car Area: 3300---*- sc. AEp.Licntizzi far a spec:.,_ Perai.t g•the F 'Fe--y located in an Ri atoric Dist:Lc--2 Yes [1 Sf yes .02M Use oniv: Plan Review Number Data Approved Is the building a designated Histarie Land= =h? Yes [I Sf yes Hi ster=c Praserraticn oenar--nent use ®i. Date Approved Have you applied for a building per=Li� Yes [1 Has the Building Inspector refused a pe=itz Yes [j All applications for a special -Pe=i=' reguL-e an. approved Site Plan. Th at process must be successfully C=Mleted prior to m-y!nm4tting this ap_iica cn to the Zoning Board A=eats. For Baildinc oeaart=ent Use only: N== Required - single gamil S+te Plan Review. N= bes S� 054-97 Date Anaraved 8-14-97 Signatuue: The following .. failure must be suh�itted with the application at the time of filing, ' failure to supply th4 =y result in a denial of yc::r. . Three (3) a=83 of the eamalated application fora, each with e=_giaa.L signa=:res. Five (5) copies Hof a certified graperty sur7ey (plot plan) showing the dirensions of the land, all wetlands, water bodies and sur_oundinq roadways and the location of :he existing imp�ve.*te^.es the land. on Five (5) copies 'of a proposed site f�arovement plan, drawn by a Certified professional and approved by the. Site Plan Review Cc==ittee is required for all proposed develormzent activities. This plan must show the exact location •of all proposed impravement3 and alterations on7t5heoland and n o re atr s. Sea *Contents of Site Plan-, Sec--bn q —tea, for detailed zogm Tements. The applicant may =i=it assist the Board in makia�tsa�r.3onal aaaport:,ag documents to Attorney for Ap icant _ -ni ation. signatures QllS Data �7 ASyxxx Agents SSgnaturs , Agent s Add=esse P. 0• Box 560, Mashpee, CIA 02649 (508) 477-6500 Phone Fax No. (508) 477-5697 ' 8 � PAVED PARKI G rr � NK I^ PAVED PgRK! r _ _ r r PAVED AREA "• -^�+'-! r' U ' 9 aN ' PAVED ARKING • - I DER 9 , bu VELOP MEN1 IBM 1 *10 PAVED PARKING ' a p „ PA 0 PARKING KI o , ., , ' - -.L I AVED U1TE PAVED PARKING -a 7 v fe VED PARKIN C G L. _ ' 1AVED PARKING 5 �[ I �fi I 191 73 7 S 74 am 83AL r Yn 16 task ' our n° fm 1 fl° PAVED PARKING QQ� 84 1 303 PARKING PAVE PARKING L� _ 302 t �Ifl if1 1 '.• .'�1 �_ c _tK 3 ' �of � ✓.: i .,, - !-' - • c; ti- �.r ; ism �.43 ', R' in 11• >n»ii fir ' y nar u r32 ;'? : �6 431 3. y ixs r r 9 w� Ins r _ ., �•- •��.� kax }38dr. =� ;-F�"T 4 k 79'— MAP ow PARCEL N t. iCAIE: 1."=100' CABANA w.:VO MANAUS _ IA E16.79. � -99 MAR -�� All :41 Town of Barnstable THIS DOCUMENT HAS Zoning Board of Appeals , NOT BEEN RECORDED ! Decision - Notice of Withdrawal FILE COPY ONLY! Appeal Number 1999-n-Cabana ~ ' -` Modification to Special Permit Numbers 1997-129& 1998-10A Summary: Withdrawn'Without Prejudice Petitioner: John Cabana Property Address: 157 Falmouth Road/Route 28, Hyannis Assessor's Map/Parcel: Map 311, Parcel 075 Area: 0.57 acre Zoning: HB Highway Business Zoning District Groundwater Overlay: GP Groundwater Protection District Background: In January of 1998, the Zoning Board of Appeals granted a Special Permit(in Appeal Nos. 1997-129 and 1998- 10A)to permit the demolition of a 3,000 sq. ft. warehouse building and the construction of a single-story 5,000 sq. ft. retail building. The Board granted this relief with several conditions. Section 5-3.3(3) of the Zoning Ordinance Special Permit Provisions-Period of Validity-states that"A Special Permit shall become void twelve(12) months from the date of issue unless any construction work contemplated thereby shall commence and proceed in good faith continuously to completion ". The date of issue is the date on which the decision is filed with the Town Clerk not the date-on which the zoning relief is voted by the Board nor when the decision is recorded with the Registry of Deeds. The Decision and Notice for Appeal Nos. 1997- 129 and 1998-10A was clocked-in at the Town Clerk's Office on February 4, 1998. The applicant, therefor until February 4, 1999 before these Special Permits become void. e, has At this point in time, the applicant has been unable to undertake construction of the proposed building. The old warehouse building, which was substantially damaged by fire, has been removed so the lot is now vacant. The applicant is seeking to modify Special Permits 1997-129 and 1998-10A by extending the termination date to February 4, 2000. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 07 1999. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened February 03, 1999 and continued to Februa 17, 1999, at which time the Board, per request of the applicant, granted a Withdrawal Without Prejudice. ry Hearing Summary: Board Members hearing this appeal were Gail Nightingale, Ron Jansson, Elizabeth Nilsson, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Kevin Kirrane represented the applicant, John Cabana, who was present. Attorney Kirrane reminded the Board that in January of 1998, the Zoning Board of Appeals granted a Special Permit(in Appeal Number 1997-129 and 1998-10A) to permit the demolition of a warehouse building and the construction of a single story 5,000 sq. ft. retail building. This was to be a single tenant building. Over the last year, the applicant has been searching for a single tenant, and now has a potential tenant. The Board's decision was clocked-in at the Town Clerk's Office on February 4, 1998. Under Section 5-3.3(3)of Barnstable's Zoning Ordinance, the applicant has one year to exercise the Special Permit. Therefore, the applicant has until February 4, 1999 before the Special Permit becomes void. The Applicant is now seeking a ,",Town of Bamstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1999-18-Cabana Modification of Special Permit Nos. 1997-129&1998-10A modification to that Special Permit by extending the termination date to February 4, 2000 (which equates to the maximum two years allowed) in accordance with MGL Chapter 40A, Section 9. The Board asked Attorney Kirrane how they could extend the time period for the Special Permit. Mr. Kirrane suggested the Board could modify the Special Permit it granted because the Zoning Ordinance states in Sectio n 5-3.3 that a Special Permit shall lapse within 12 months but it is more restrictive than MGL Chapter 40A, Section 9 which allows two years before it would lapse. There is no specific authorization for an extension of a Special Permit so he is seeking to modify that portion of the Special Permit which states it shall expire in one year. The Board indicated they did not have the authority or the proper method to modify the time frame of a Special Permit. Section 5-3.3(3)of the Zoning Ordinance-Special Permit Provisions-Period of Validity- states that"A Special Permit shall become void twelve (12) months from the date of issue unless any construction work contemplated thereby shall commence and proceed in good faith continuously to completion..." The Board felt that if the applicant did not start construction within that time frame, the Special Permit should lapse. The applicant has building plans for a 5000 square foot building. The Board questioned why the applicant didn't just file for a foundation permit before February 04, 1999. That would satisfy the provisions of the Special Permit and allow the time period to be temporarily extended forward giving the applicant that extra few months needed to complete the tenant arrangements. Based on the information presented,Attorney Kirrane reported the Applicant will go to the Building Commissioner tomorrow(February 4th)to apply for a foundation permit and thus exercise his rights under Special Permit 1997-129 & 1998-10A. It was decided to continue Appeal Number 1999-18 to February 17, 1999 at 9:05 PM. At the continuance on February 17, 1999, Attorney Kirrane requested this appeal be allowed to be Withdrawn Without Prejudice. Decision: Per request of the applicant, a motion was duly made and seconded to allow Appeal Number 1999-18 to be Withdrawn Without Prejudice. The Vote was as follows: AYE: Gail Nightingale, Elizabeth Nilsson, Ron Jansson, Tom DeRiemer, and Chairman Emmett Glynn NAY: None Order: Appeal Number 1999-18 has been Withdrawn Without Prejudice. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, BarnstablesCounty,Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day under the pains and penalties of perjury. i Linda Hutchenrider,Town Clerk 2 ReINo mappar ownerl owner2 addr city state zips 18 293 024 DAVENPORT, JOHN K %NED ACCTY-CAPE COD MALL 1 WELLS AVE NEWTON MA 02159� 310 300 JOHNSON, NANCY L TR P 0 BOX 342 HYANNIS MA 02601 310 301 KRAJEWSKI, NANCY J %GREAT WESTERN TRUST BOX 2248 HYANNIS MA 02601 310 302 CAPE COD 5 CENTS SVGS BANK P 0 BOX 10 ORLEANS MA 02653 • i. 310 303 CAPE COD 5 CENTS SVGS BANK P 0 BOX 10 ORLEANS MA 02653 310 314 ARENSTRUP, RICHARD D TRS ROSEBUD TRUST PO BOX 2248 HYANNIS MA 02601 I 310 328 LAMONT, PAULINE R 137 WALTON AVE HYANNIS MA 02601 310 330 HYANNIS MASSACHUSETTS CONG OF JEHOVAH'S WITNESSES PLEASANT BAY ROAD EAST HARWICH MA 02645 310 448 TSIAREAS, JOHN & MARIE 162 WALTON AVE HYANNIS MA 02601 i 311 001 MUGER, DAVID G & DAVENPORT, P %NED ACCTY - CAPE COD MALL 1 WELLS AVE NEWTON MA 02159 311 008 BILEZIKIAN, DOREEN TRS RTE 132 REAL EST TR 261 WHITE'S PATH S YARMOUTH MA 02664 311 010 CAIN, RICHARD TR %OCWEN FED BANK FSB LIZ HAUSE 1675 W PALM BCH LAKES BLVD *2B W PALM BEACH FL 33401 t 311 074 CATANIA, VINCENT J TR & CATANIA, FRANK J TR 141 FALMOUTH RD HYANNIS MA 02601 311 075 ZUCCHINI, MARIO V $CABANA, JOHN F TR 2 DEACONS PATH SANDWICH MA 02563 311 076 CAPE COD 5 CENTS SVGS BANK P 0 BOX 10 ORLEANS MA 02653 311 078 FIELD, JANET B TRS 100 MEMORIAL DR APT 11-5B CAMBRIDGE MA 02138 311 079 MARANE OIL CORP %GETTY PETROLEUM CORP 125 JERICHO TPKE JERICHO NY 11753 311 080 POYANT, JULIE M POYANT, MARCEL R P 0 BOX 'K HYANNIS MA 02601 311 083 FIELD, JANET B PO BOX 81 OSTERVILLE MA 02655 311 084 FIELD, JANET B PO BOX 81 OSTERVILLE MA 02655 j Proof of Publication i r. Town of Barnstable zonieg Board of Ap06ala Notice of Public Hearing Under Tho Zoning Ordinance for February o3. lggg ` To all persons interested in,or affected by the Board of Appeals under Sec. 11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments' thereto you are hereby notified that: I 7:30 P.M. Otto Appeal Number 1999-14 Frederick Otto has applied to the Zoning Board of Appeals for a Variance to Section 3-1.4 I (5)Bulk Regulations.The appIlcent is seeking a Variance from the minimum 30 foot front yard setback requirement to permit construction of a iproposed garage to be located 20 feet from the front property line.The property is shown on Assessor's Map 030,Parcel 022 and Is 1 commonly addressed as 195 Lakeshore Drive,Marston Mills,MA in an RIFResidential F ' Zoning District. T 7:4p 11A. ppeal Num�bb���199915' rin 1.and FrAz1utkRWX,ke vvsW have applied to the Zong`631arb of Appeals for a Modification to Variance Number 199745 to permit the installation of a proposed in-ground swimming pool to encroach 10 feet into the minimum 20 feet front yard setback required by Variance Number 1997-45.The property is shown on Assessors Map 045,parcel 048 and is commonly addressed as 120 Berry Hollow Drive,Marston Mills,MA in an RF Residential F Zoning District P.M. 8.00 Egan � Appeal Number 1999.16 WiUpam A. Egan, Jr. and Constance Egan have appealed the decision of the Building ' I Commissioner as.defined in a letter dated December.14. 1998 in which the Building I Commissioner states,'I regret to inform you that your application to add a third floor to 676 ScudderAvenue,Hyannisport,must be denied:The reason for this denial is because third I floors are not allowed under ourordinances'.The property is shown on Assessors Map 287, Parcel 008 and is commonly addressed as 676 ScudderAvenue,Hyannisport,MA in an RF- I 1 Residential F-1 Zoning District. i 8:05 P.M. Egan Appeal Number 1999-17 William A Egan,Jr.and Constance Egan,have applied to the Zoning.Board of Appeals fora Variance to Section 3-1.3(5)Bulk Regulations,The Petitioner seeks permission to complete a portion of the attic above the second floor by the addition of dormers to provide two bedrooms;a bath and stairway.The property is shown on Assessors Map 287,Parcel008 and is commonlyaddressedas676ScudderAvenue,Hyannisport,MAinanRF-1 Residential F-1 Zoning District. 8.:30.P.M. Cabana Appeal Number 1999-18 I John Cabana has petitioned to the Zoning Board of Appeals for a Modification to Special Perrrdt 1997-129 8 1998-10A The petitioner is seeking to extend termination date to February 4,2000 as is permitted under MGL Chapter 40A,Section 9.The property is shown` on Assessors Map 311,Parcel 075 and is commonly addressed as 157 Falmouth Road/ Route 28,Hyannis,MA in an FIB Highway.Business District. 8:45 P.M. . -Bearse Appeal Number 1999-19, Robert E.Bearse has appealed the decision of the Building Commissioner as defined in a Ietterdated December 29,1998inwhichtheBuildingCommissionerstates,'Itisourposition that the frontage you have on the State Highway is illusory and therefore not adequate or practical.Additionally,the 20'wide easement to Cedar Street is not frontage and,therefore, a building permit cannot be issued.'The property is shown on Assessors Map 131,Parcel 004 and is located off Cad*Street in West Barnstable,MA in an RF Residential F Zoning District. 0 8:50 P.M. Bearse Appeal Number 1999-20 Robert E.Bearse has applied to the Zoning Board of Appeals for a Variance to Section 3- 1.4(5)Bulk Regulations.The Variance is requested to allow the Petitioner to use the locus for one single family dwelling and accessory buildings including,without limitation,a bam.A variance is necessary since the access to the parcel does not qualify as frontage,as defined in a letterfrom the Building Commissioner dated December 29,1998.The property is shown on Assessor's Map 131,Parcel 004 and is located off Cedar Street in West Barnstable,MA in an RF Residential F Zoning District. These Public Hearings will be held in the Hearing Ra3m;Second Floor,New Town Hall,367 Main Street, Hyannis, Massachusetts on Wednesday, February 03, 1999. All plans and applications may be reviewed at the Zoning Board of Appeals Office,Town of Barnstable, Planning Department,230 South Street,Hyannis,MA. Emmett Glynn,Chairman Zoning Board of Appeals The Barnstable Patriot January 14 8 January 21, 1999 L • � S a Y k r � a. • w - a A .. .µ,.�.,^W.^�n •, "..__ � _ ..war"� '�*'---�w�'`^'-'Yw.-„`�. rr WE CM,s f14�11 +, W• m i/.+sue. J. i w P' W aaT... yvt.��� ; ,, " ir,:i�Y i,.,:pv _„ ...- d'•, �..,�- '«� § T °, c r `, �iK. Ft. ..€' i��o ,, �.a"C^ ,A ,, '"4 'tY, � �� ^" . • - r !' , ,�,+, ,�' �: 5. 'Yr i'1. 'c.-r�.r' s � Sig `F:,� t �2 ip � � 6� �s .� ag`� �,�Y�'� i� k°r �..+���t a��•7l'":. �cmr � � „ ` �s t'� � -.f'� � to��# a �°.. ..4=`I'�k•} �+;� C` � a ..CaC 5 ,209 � wt., rn . �u:th: Rds salnn.�*su, Sr' «�, 4 a u� y 4 - Getty LOL i i i 10/17/03 CC 59 209 Falmouth Rd, Hyannis f WWI r s :sue 010 r �- r~..� y.. .; ♦ �- t- , �m , r. e f � fa •- aP r y r €aft +iE ' t c #yV q f' ,, ts..-.r�y'r*�. s k e�,',�.•a Ayy ° �„w�-' d. �'�i" ,. 'b -.. .-m d 'a •';� .[!.. ,ft "7i `' s,�y �'. 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'4 - �u�i{��li l'lll�.l 1� i`4 i t..C C+'Yt • ., .� an, � •, pr� yy - ,<'y�3 - t �p. ��5:' i "7Lz•�" �. .tom � :'� � '' ,� nl' �,9i`;,', �! .AY 4rc ii'i� W .L�.�• a.1 '� 1 r iG '1* �� - .. f`f"�4 b:.'.'"y MwtW Vft • , �. ,.: � fi �•,.�xi s.�yr � ��,,11 � " �'� �' ♦ i y*`'� �1 Y r .ei .yt a pN f r� • ., t•t R'� i'.. � ��'`,. /r �' "��?''ai .�+ '��« YSt.."'"' �'�}'rar y�+�.,_ ^•�.,.. t.5x`.2 ' .�.L•a'M i1�`�' �'•..x•.,�'+,•,+p;,� '�!'��ar4`f ;,`;'�`x w e F' :.il s t d ['[""�4i�.��'. .. .-. . . �:."�.d_.'•i�. ••'i.i, '��,•i n`^ wA •M�i a::..:�G......:i '�...� .h'4�'• .`�k.'�,!!:3 .yam.:.~.: ,"4 � �y�� ,''x w is i • rw.•�pe. •PMLOdA1 U P=aH�t IiI�JRAfC� FAY, NO,. 781 871 c481 P,2.C �001 D 0�70L` - S 1 y . FAX COVER sU ,FT a 2•� Y � �n� k z � �, TO: +1 f (Y, 19 de r�ly 1 1 � � z MESSAG�E• t. f P d. n IPn h thyc tra�tamicsiott,i�i�c► S nt t nua-a �.� , i P DONALD P. SHFA INSURANCE AGENCY Sd �lasiii�gton St! Bldg C-18 , i Norwell, INIa. 02061 ' 781-871-3770 (telephone) 781.-$7l.- 4�1 (tale fax) OF. p ...• - _ -..fir. .m' _-•,, w m—r:�,. "'�-� � �*1. �,.:,;•'.' .,1*' . • i , � � .s , �: ®��� �ii' ,. �. y ,_ _ � ��._ .,4:. MAcLEOD BROS. INC. July 23, 2002 Mr. Tom Perry Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 RE: Cape Cod Five Cent Savings Bank— 171 Falmouth, Rd. Dear Tom: Herewith please find"Stamped Truss Design/Drawings" as you requested for your files. Regards, 2� 0 v MACLEOD BROS. INC Doug ac eod President I I GENERAL CONTRACTORS mlbi@macleodbros.com 63 RESERVOIR PARK DRIVE • ROCKLAND, MA • 02370 • TEL 781 .871 . 1003 • FAX 781 .878.4580 i r 0 ?00� hfiffek MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re:1 7645r Telephone 314/434-1200 MACLEOD/CAPE COD FIVE CENTS,HYANNIS Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Reliable Truss Co. Pages or sheets covered by this seal: I3265249 thruI3265283 My license renewal date for the state of Massachusetts is June 30, 2004. yri0 OABY S. PIMANLY May 31,2002 Redwanly;Gaby The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type Oty Ply MACLE D/CAPE COD FIVE CENTS,HYANNI '117645R T001 ATTIC 118 1 13265249 1 (optional) —REO—ABE TRUSS CO.,NEW BEDFORDA,02745 4.201 SR11 s Apr 2 2002 MiTekIndustries, Inc. Fri May 1: 4: age 1 -0 9 12 7-1-12 14-7-8 21-11-4 25-11-0 31-0-12 36-2-8 40-24 47-6-0 53-11-12 62-1-8 0-9-12 7-1-12 7-5-12 7-3-12 3-11-12 5-1-12 5-1-12 3-11-12 7-3-12 6-5-12 8-1-12 Scale=1:108.1 6x8= 4x6= 4x4= 4x4= 6x8= 6.00 12 5 6 7 8 9 5x6 i 4x6 4x6% 6 2 7 10 4x6 4 4x6 2x4 3 2x4= 2x4— 11 R 3x6 11 12 9 2 1 13 to u Iro 0 0 25 24 23 22 21 20 19 18 17 16 15 14 4x10 i 4x6= 4x6= 4x6= 4x6= 4x4= 4x6= 4x4= 4x10 1 8x8= 4x6= 4x6= 3x4 40-24 -01942 13-2-12 21-114 25-11-0 36-2-8 36#12 .50-8-14 60-2-12 62-1-Q � 0-9-12 13-2-12 8-8-8 3-11-12 10-3-8 044 3-7-8 10-6-10 9-5-14 1-10-12 Plate Offsets(X,Y): [5: -5-4,0-3-81, [9:0-5-4,0-3-81, [13:0-3-10,0 -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.35 19-20 >786 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(TLl -0.47 19-20 >596 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.05 14 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight:402 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 6 SPF No.2 'Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 23-25 2 X 6 SYP DSS, 18-21 2 X 6 SPF 1650F 1.5E WEBS 1 Row at midpt 26-27, 6-20,8-19, 9-19, 10-17 WEBS 2 X 4 SPF No.3 'Except" 2 Rows at 1/3 pts 5-22,4-24, 12-14 26-27 2 X 4 SPF No.2, 6-20 2 X 4 SPF No.2 8-19 2 X 4 SPF No.2,4-22 2 X 4 SPF No.2 REACTIONS (lb/size) 19=1927/0-5-8, 24=3419/0-5-8, 1=154/0-5-8, 14=1801/0-5-8 Max Horz 1=46(load case 4) Max Uplift 19=-639(load case 5), 24=-1167(load case 4), 1=-186(load case 3), 14=-762(load case 5) Max Grav 19=2097(load case 3),24=3595(load case 2), 1=316(load case 2), 14=1951(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=711, 2-3=1082,3-4=1286,4-5=-955,9-10=-1429, 10-11=-2073, 11-12=-2287, 12-13=-606, 5-6=-1127,6-7=-1134, 7-8=-1134,8-9=-1092 BOT CHORD 1-25=0, 1-24=-505,23-24=-1043, 22-23=-1043, 21-22=693, 20-21=693, 19-20=1118, 18-19=1157, 17-18=1157, 16-17=1765, 15-16=1765, 14-15=2124, 13-14=396 WEBS 26-28=24, 27-28=-43, 20-26=-564, 6-26=-551, 19-27=-872, 8-27=-859,6-28=-10,8-28=72, 5-22=-1368,9-17=484,5-20=1277,9-19=-199,4-22=2194, 2-24=-614, 10-17=-863, 10-15=445, 12-15=-279,4-24=-2822, 12-14=-2044 NOTES (10-11) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. „I- 4)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. of Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building ow designer. 5) Provide adequate drainage to prevent water ponding. a 6) Ceiling dead load(3.0 psf)on member(s). 26-28, 27-28, 5-6, 6-8,8-9 iA 7) Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room. 19-20 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 639 lb uplift at joint 19, 1 167 lb uplift at joint 24, 186 lb uplift at joint 1 and 762 lb uplift at joint 14. # � 9)This truss has been designed with ANSI/TPI 1-1995 criteria. 10)Three RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 24. 11)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 19,14.. 12) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 1. LOADCASE(S) Standard May 31,2002 ®WARNING-VerW design parameters and READ NOTES oN TBTS AND REVERSE SIDE BEFORE USE. e Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each cs c� other, . WEBS , J5 Q 3, Place plates on each face of truss at each O , 0 joint and embed fully, Avoid knots and wane *For 4 x 2 orientation, locate X " ; �' ; o_ at joint locations. plates /a"from outside edge of a �ti u 4. Unless otherwise noted,locate chords laces truss and vertical web, a P U �, o at 114 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dinTension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, 1�e unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL CLI P TM © 1993 Mitek Holdings, Inc. FORM018,019 GANG NIAJL Job Truss russ Type ty Ply MACLEO /CAPE COD FIVE CENTS,HYANNIS 13265250 19645R T001CAP PIGGYBACK 45 1 (optional) -REEA LE TRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Apr 2 2002 MiTek Industries, Inc. Fri May age 1 9-1-8 18-3-0 9-1-8 9-1-8 Scale:3/8"=1' SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION 44= DETAIL FOR CONNECTION TO BASE TRUSS 3 6.00 F12 2 4 5 a ao 3x4= 6 3x4= 6x8= 0-11-4 9-1-8 17-3-12 18-3-0 0-11-4 8-2.4 8-2-4 0-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.03 6 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.12 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 4 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 46 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 2=865/0-3-8,4=865/0-3-8 Max Horz 2=18(load case 4) Max Uplift2=-419(load case 4),4=-419(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=10, 2-3=-879,3-4=-879,4-5=10 BOT CHORD 2-6=782,4-6=782 WEBS 3-6=161 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift at joint 4. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard a CI>' 3wo May 31,2002 ®WARMNO-Ver-W design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtfek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/4 *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. C TOP CHORDS 2. Cut members to bear tightly against each z other, WEBS J5 Q 3. Place plates on each face of truss at each X 3 Q joint and embed fully. Avoid knots and wane *For 4 x 2 orientation, locate `` 3 �' ; o at joint locations, plates _tes I/a"from outside edge of a �ti V 4. Unless otherwise noted,locate chords laces truss and vertical web. a P c8 C, c6 o at I14 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dirrvension is the length parallel grdde specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190, 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, CLIP PANEL TM © 1993 Mitek Holdings, Inc. - FORM018,019 NYDR®,A/RO 1kAP STANDARD PIGGYBACK ff ST-PIGGY TRUSS CONNECTION DETAIL MlTek Industries,Inc. 2 x x 6'-0"SIZE TO MATCH DECEMBER 2,2002 Page 1 of 1 TOP CHORD OF PIGGYBACK. ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 10d NAILS SPACED 6"Q.C.AND STAGGERED PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2-16d NAILS TO NAILED. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH �o� , 2-16d NAILS. I BASE TRUSS N SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24-O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. NOTE: FOR PIGGY BACK TRUSSES WITH SPANS<12' A PURLIN TO BE LOCATED SCAB MAY BE OMMITED PROVIDED THAT: ROOF SHEATHING TO BE CONTINUOUS OVER JOINT AT EACH BASE TRUSS JOINT. (SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. 6"x 6"x 1/2"PLYWOOD(or 7/16"OSB) GUSSET EACH SIDE AT EACH BASE TRUSS JOINT. ATTACH WITH 3-6d NAILS /-j INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: MLJ VERTICAL WEB TO 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST MATCH IN SIZE,GRADE,AND MUST LINE UP BOTTOM CHORD r AS SHOWN IN DETAIL. OF PIGGYBACK 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS. j 4) ATTACH 2 x x 6'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT 3"O.C.STAGGERED. (SIZE AND GRACE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF3700 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LB& WAMNO-Ver(&design parameters and READ NOTES ON TBZS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,election and bracing,consult CST-88 Quality Standard,DSB-89 Bracing SpecIfIcation,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofilo Drive,Madison,WI 53719. MiTek Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca c3 other. O WEBS , J5 a: 3. Place plates on each face of truss at each * i , ; ; 0 joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate O at joint locations. pcc lates I/a"from outside edge of a �y u 4. Unless otherwise noted,locate chords laces truss and vertical web. a P C, o at 114 panel length(+ 6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, ® TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 �e.NG- �® ##yDR0.A'rR® Job russ Truss Type ty ly A D/ A E COD FIVE T ,H A 13265251 17645R T002 ATTIC 1 1 (optional) RELIABLE TRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Aug 90 2001 MiTek Industries, Inc. Tue May 28 16:55:10 20 Page 1 d-2,0 6-8-12 13-5-8 20-9-4 24-9-0 29-10-12 35-0-8 , 39-0-4 46-4-0 52-9-12 60-11-8 1-2-0 6-8-12 6-8-12 7-3-12 3-11-12 5-1-12 5-1-12 3-11-12 7-3-12 6-5-12 8-1-12 Scale=1:105.6 6x8= 4x6= 4x4= 4x4= 6x8 6.00 12 6 7 8 9 10 5x6- 4x6 J 4x6 6 2 7 11 4x6 5 4x6 2x4� 2x4= 2x4- 0 3 4 3x6 11 12 13 2 1 14 1c6 tM all 4x8 11 4x4 0 25 24 23 22 21 20 19 18 17 16 15 4x4 , 6x8= 4x6= 4x6= 4x6= 4x6= 4x4= 4x6= 4x4= 4x10 4x6= 4x6= 3x4 39-0-4 -1-2,0 12-0-12 20-9-4 24-9-0 35-0-8 351-12 49-6-14 59-0-12 60-11-8 1-2-0 12-0-12 8-8-8 3-11-12 10-3-8 0-4-4 3-7-8 10-6-10 9-5-14 1-10-12 Plate Offsets(X,Y): [1:0-1-11,0-3-01, [6:0-5-4,0-3-81, [10:0-5-4,0-3-81, [14:0-3-10,0-2-01, [25:0-4-0,0-3-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.36 20-21 >782 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.47 20-21 >591 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 15 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC ILL Min I/deft = 240 Weight:402 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD 2 X 6 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-24 2 X 6 SYP DSS, 19-22 2 X 6 SPF 1650F 1.5E WEBS 1 Row at midpt 26-27, 7-21,9-20, 10-20, 11-18 WEBS 2 X 4 SPF No.3 *Except* 2 Rows at 1/3 pts 6-23, 5-25, 13-15 26-27 2 X 4 SPF No.2,7-21 2 X 4 SPF No.2 9-20 2 X 4 SPF No.2, 5-23 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 3-7-0 REACTIONS (lb/size) 1=38/0-5-8,20=1891/0-5-8,25=333510-5-8, 15=1839/0-5-8 Max Horz 1=46(load case 4) Max Uplift =-318(1oad case 3),20=-618(load case 5), 25=-1 1 07(1oad case 4), 15=-784(load case 5) Max Grav 1=214(load case 2), 20=2088(load case 3),25=3477(load case 2), 15=1960(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=531,2-3=650,3-4=944,4-5=1122,5-6=-1053, 10-11=-1508, 11-12=-2145, 12-13=-2359, 13-14=-619, 6-7=-1211, 7-8=-1218,8-9=-1218, 9-10=-1176 BOT CHORD 1-25=-437,24-25=-908,23-24=-908, 22-23=782,21-22=782, 20-21=1202, 19-20=1227, 18-19=1227, 17-18=1832, 16-17=1832, 15-16=2183, 14-15=407 WEBS 26-28=25, 27-28=-44, 21-26=-558, 7-26=-545, 20-27=-875, 9-27=-851, 7-28=-11,9-28=73, 6-23=-1317, 10-18=480,6-21=1262, 10-20=-157,5-23=2137,3-25=-574, 11-18=-859, 11-16=438, 13-16=-272,5-25=-2732, 13-15=-2101 NOTES (10-11) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. or 3) Unbalanced snow loads have been considered for this design. 4) WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to ow the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building designer. 5) Provide adequate drainage to prevent water ponding. 6) Ceiling dead load(3.0 psf)on member(s). 26-28, 27-28, 6-7,7-9,9-10 7) Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room. 20-21 8)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 318 lb uplift at joint 1, 618 lb uplift at joint 20, 1107 lb uplift at joint 25 and 784 lb uplift at joint 15. E 9)This truss has been designed with ANSI/TPI 1-1995 criteria. 10) Three RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 25.. 11)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 20, 15. 12) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 1. LOAD CASE(S) May 31,2002 ®WARNING-Ver{jy design parameter and READ NOTES ON TB7S AND REVERSE SIDS BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-69 Bracing Specification,and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. '� Ye TOP CHORDS 2, Cut members to bear tightly against each cz Q other. . WEBS J5 3. Place plates on each face of truss at each * i , a ; joint and embed fully, Avoid knots and wane For 4 x 2 orientation, locate O at joint locations. plates from outside edge of �y V 4, Unless otherwise noted,locate chord splices truss andd 0 vertical web, � a ca C, c6 o at I/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 P J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,919Q 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. mmmi in 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, M iTek® 15.Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 G►NG fYAJL® HYOR0.AgR® Job russ Truss Type Qty y MACLEOD ICAPE COD A 13265251 17645R T002 ATTIC 1 1 (optional) RELIABLE TRUSS CO., EW BEDFORD MA,0 745 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Tue May 28 16:5510 2 002 Page 2 LOAD CASE(S) 1) Snow: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-21=-20.0,20-21=-100.0, 14-20=-20.0, 1-6=-80.0, 10-14=-80.0, 26-27=-6.0, 6-10=-86.0 2) Unbal.Snow-Left: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-21=-20.0,20-21=-100.0, 13-20=-20.0, 1-6=-95.0, 10-13=-20.0, 26-27=-6.0, 6-10=-86.0 3) Unbal.Snow-Right: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 6-21=-20.0,20-21=-100.0, 14-20=-20.0, 10-14=-95.0, 26-27=-6.0,6-10=-86.0 4)Wind Left: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=47.6, 10-14=43.5, 26-27=-6.0, 6-10=37.5 Horz: 1-6=-55.6, 10-14=51.5 Drag: 6-7=-0.2, 9-10=0.2 5)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=43.5, 10-14=47.6,26-27=-6.0,6-10=37.5 Horz: 1-6=-51.5, 10-14=55.6 Drag: 6-7=-0.2, 9-10=0.2 6) list Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=43.5, 10-14=43.5, 26-27=-6.0,6-10=37.5 Harz: 1-6=-51.5, 10-14=51.5 Drag: 6-7=-0.2,9-10=0.2 7) Floor: Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 6-21=-20.0,20-21=-100.0, 13-20=-20.0, 10-13=-20.0, 26-27=-6.0, 6-10=-26.0 ®WARNING-ve ft design parameters and READ NOTES oNTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an-Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull QST•88 Quality Standard,DSB-89 Bracing Specification,and HIB•91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofilo Drive,Madison,W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ -44 t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 Q 3. Place plates on each face of truss at each * i ,� a cc joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate v o at joint locations, plates 1/8"from outside edge of a �y _ > truss and vertical web. a 4. Unless otherwise noted,locate chord splices U C, c6 o at I/4 panel length(+6"from adjacent joint,) BOTTOM CHORDS 5. Unless otherwise noted, moisture content of *This symbol indicates the Jt J8 J7 J6 lumber shall not exceed 19%at time of required direction of slots in fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M!Tek® 15.Care should be exercised in handling, ® erection and installation of trusses. � �® CLIPPANEL TM © 1993 Mdek Holdings, Inc. f. - FORM01B4O19 a opo.AIR0 Job russ Truss Type Oty P y COD FIVE CENTS,HYANNIS 13265252 17645R T002A ATTIC 1 1 (optional) RELIABLE TRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Aug 20 21 11rTek In ustrles, Inc. Tue May 28 16:55:5 2002 Page 1 18� 6-5-12 12-11-8 20-3-4 24-3-0 29-4-12 34-6-8 38-6-4 45-10-0 52-3-12 60-5-8 r � 1-8-0 6-5-12 6-5-12 7-3-12 3-11-12 5-1-12 5-1-12 3-11-12 7-3-12 6-5-12 8-1-12 Scale=1:105.6 6x8= 4x6= 4x4= 4x4= 6x8= 6.00 12 6 7 8 9 10 5x6� 4x6 4x6 i 6 2 7 11 4x6 5 4x6 2x4'� 2x4= 2x4- 4 12 3 3x6 II 13 2 1 14 IT 4x10 II 25 24 23 22 21 20 19 18 17 16 15 5x6 i 6x8= 4x6= 5x6= 4x6= 4x6= 4x4= 46= 4x4= 4x10 5x6 O 46= 4x6= 3x4 38-6-4 i1 8 Q 11-6-12 20-3-4 24-3-0 34-6-8 34-10-12 49-0-14 58-6-12 60-5-8 1-8-0 11-6-12 8-8-8 3-11-12 10-3-8 0-4-4 3-7-8 10-6-10 9-5A4 1-10-12 Plate Offsets(X,Y): [1:0-0-10,0-2-8], [6: -5-4,0-3-81, [10:0-5-4,0-3-81, [14:0-3-1 ,0-2-01, [25:0-4-0,0-3-10] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.36 20-21 >773 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.48 20-21 >583 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.05 15 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight:404lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-3-8 oc purlins. BOT CHORD 2 X 6 SPF No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-24 2 X 6 SYP DSS, 19-22 2 X 6 SPF 1650F 1.5E WEBS 1 Row at midpt 26-27,7-21,9-20, 10-20, 11-18 WEBS 2 X 4 SPF No.3 *Except* 2 Rows at 1/3 pts 6-23, 5-25, 13-15 26-27 2 X 4 SPF No.2, 7-21 2 X 4 SPF No.2 9-20 2 X 4 SPF No.2 SLIDER Left 2 X 8 SYP DSS 3-3-5 REACTIONS (lb/size) 1=53/0-5-8,20=1866/0-5-8, 25=3266/0-5-8, 15=1867/0-5-8 Max Harz 1=-46(load case 5) Max Upliftl=-301(load case 3),20=-608(load case 5), 25=-1075(load case 4), 15=-795(load case 5) Max Grav 1=229fload case 21,20=2068(load case 3), 25=3402(load case 2), 15=1983(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=437, 2-3=563,3-4=824,4-5=994, 5-6=-1126, 10-11=-1566, 11-12=-2198, 12-13=-2412, 13-14=-628,6-7=-1275,7-8=-1281,8-9=-1281,9-10=-1239 BOT CHORD 1-25=-360, 24-25=-796,23-24=-796, 22-23=848,21-22=848, 20-21=1266, 19-20=1279, 18-19=1279, 17-18=1882, 16-17=1882, 15-16=2228, 14-15=416 WEBS 26-28=26, 27-28=-45, 21-26=-554,7-26=-541,20-27=-878, 9-27=-865, 7-28=-12, 9-28=74, 6-23=-1280, 10-18=476,6-21=1255, 10-20=-124, 5-23=2079,3-25=-547, 11-18=-856, 11-16=432, 13-16=-266,5-25=-2666, 13-15=-2144 NOTES (10-11) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. or 3) Unbalanced snow loads have been considered for this design. 4)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building designer. ;1 5) Provide adequate drainage to prevent water ponding. iA 6) Ceiling dead load(3.0 psf)on member(s). 26-28, 27-28, 6-7, 7-9, 9-10 7) Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room. 20-21 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint 1, 608 lb uplift at joint 20, 1075 lb uplift at joint 25 and 795 lb uplift at joint 15. �� 9)This truss has been designed with ANSI/TPI 1-1995 criteria. 10) Three RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at it. 25. 11)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at it. 20, 15.. �� 12) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at it. 1. 64 LOAD CASE(S) May 31,2002 4&WARMNO-Ver(jy design pammetem and READ NOTES ONTffiS AND REVERSE SIDE BEFORE USE. eonsw= Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applbablitly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consufi GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper'/ 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., '��� Ye TOP CHORDS 2. Cut members to bear tightly against each ca Z:u other, J5a 3, Place plates on each face of truss at each * _ ,� ; joint and embed fully, Avoid knots and wane For 4 x 2 orientation, locateO at joint locations, plates I/a"from outside edge of o 4. Unless otherwise noted,locate chords laces + truss and vertical web. a pc8 O at�14 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrrek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. ® M iTek® 15.Care should be exercised in handling, TM erection and installation of trusses, �L,PE� © 1993 Mitek Holdings, Inc. FORM018,019 GnNG Nagy Myopo.AIR Job russ Truss Type Qty Ply AP 13265252 17645R T002A ATTIC 1 1 (optional) RE IABL TRUSS CO.,NEW BEDFORD MA,02745 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Tue May 28 16:55:56 2002 Page 2 LOAD CASE(S) 1) Snow: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-21=-20.0, 20-21=-100.0, 14-20=-20.0, 1-6=-80.0, 10-14=-80.0, 26-27=-6.0,6-10=-86.0 2) Unbal.Snow-Left: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-21=-20.0, 20-21=-100.0, 13-20=-20.0, 1-6=-95.0, 10-13=-20.0, 26-27=-6.0,6-10=-86.0 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 6-21=-20.0, 20-21=-100.0, 14-20=-20.0, 10-14=-95.0, 26-27=-6.0,6-10=-86.0 4)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=47.6, 10-14=43.5, 26-27=-6.0,6-10=37.5 Horz: 1-6=-55.6, 10-14=51.5 Drag: 6-7=-0.2, 9-10=0.2 5)Wind Right: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=43.5, 10-14=47.6,26-27=-6.0, 6-10=37.5 Harz: 1-6=-51.5, 10-14=55.6 Drag: 6-7=-0.2,9-10=0.2 6) 1st Wind Parallel: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=43.5, 10-14=43.5,26-27=-6.0,6-10=37.5 Harz: 1-6=-51.5, 10-14=51.5 Drag: 6-7=-0.2,9-10=0.2 7)Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 6-21=-20.0, 20-21=-100.0, 13-20=-20.0, 10-13=-20.0, 26-27=-6.0,5-10=-26.0 ®WARNING-Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ��O Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporcry bracing to Insure stability during construction is the responsibility of the erector.AddBional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Delve,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13h *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., '� Ye cz TOP CHORDS c3 2. Cut members to bear tightly against each other, o WEBS J5 3. Place plates on each face of truss at each * o ,� ; ; a joint and embed fully, Avoid knots and wane For 4 x 2 orientation, locate X '' o_ at joint locations. plates I/a"from outside edge of a �y V 4, Unless otherwise noted,locate chords laces truss and vertical web. a P �, u o at I/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates, fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dinrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,919Q 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials, MAIIIIIIIIIIIIIIII 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek° 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. _- CLIP FORM018,019 GANG NAIL Job russ russ Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 13265253 17645R T003 ATTIC 8 1 (o tional) RELIAB E TRUSS CO.,NEW BEDFORD MA,02745 4.201 SR1 s Aug 20 2001 MiTek Industries,Inc. Tue May 8 16:56:27 02 Page 1 7-10-12 14-7-8 21-11-4 25-11-0 31-0-12 i 36-2-8 , 40-2-4 47-6-0 53-11-12 62-1-8 7-10-12 6-8-12 7-3-12 3-11-12 5-1-12 5-1-12 3-11-12 7-3-12 6-5-12 8-1-12 Scale=1:106.6 6x8= 4x6= 4x4= 4x4= 6x8= 6.00 12 6 7 8 9 10 5x6 i 4x6 4x6 i 6 28 7 11 4x6 5 46 2x4 2x4= 2x4— o 4 12 0 3 3x6 11 13 2 1 14 co 9 I9 0 0 4x6= 4x4 i 25 24 2322 21 20 19 18 17 16 15 4x4 i 4x6= 4x6= 4x6= 46= 4x4= 4x6= 44= 4x10 4x6= 6x8= 4x6= 5x8= 3x4 40-2-4 1r-4-1,2 13-2-12 21-11-4 25-11-0 36-2-8 36#12 50-8-14 60-2-12 i 1-4-12 11-10-0 8-8-8 3-11-12 10-3-8 0-4-4 3-7-8 10-6-10 9-5-14 1-10-12 Plate Offsets(X,Y): [1:0-3-2,0-2-01, [6:0-5-4,0-3-81, [10:0-5-4,0-3-81, [14:0-3-10,0-2-01,.[25:0-4- ,0-3-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.35 20-21 >784 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.47 20-21 >594 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.05 15 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight:407 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-6-10 oc purl ins. BOT CHORD 2 X 6 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-24 2 X 6 SYP DSS, 19-22 2 X 6 SPF 165OF 1.5E WEBS 1 Row at midpt 26-27, 7-21, 9-20, 10-20, 11-18 WEBS 2 X 4 SPF No.3 *Except* 2 Rows at 1/3 pts 6-23, 5-25, 13-15 26-27 2 X 4 SPF No.2,7-21 2 X 4 SPF No.2 9-20 2 X 4 SPF No.2, 5-23 2 X 4 SPF No.2 SLIDER Left 2 X 6 SPF No.2 3-10-1 REACTIONS (lb/size) 1=66/0-5-8, 20=1918/0-5-8,25=3402/0-5-8, 15=1810/0-5-8 Max Horz 1=46(load case 4) Max Upliftl=-290(load case 3), 20=-633(load case 5), 25=-1 150(load case 4), 15=-769(load case 5) Max Grav 1=238(load case 2),20=2101(load case 3),25=3563(load case 2), 15=1945(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=616, 2-3=770,3-4=1069,4-5=1248, 5-6=-977, 10-11=-1447, 11-12=-2090, 12-13=-2303, 13-14=-608,6-7=-1145,7-8=-1152,8-9=-1152,9-10=-1110 BOT CHORD 1-25=-542, 24-25=-1021, 23-24=-1021,22-23=714,21-22=714,20-21=1137, 19-20=1172, 18-19=1172, 17-18=1780, 16-17=1780, 15-16=2137, 14-15=398 WEBS 26-28=24, 27-28=-43,21-26=-560, 7-26=-547,20-27=-873,9-27=-860, 7-28=-10,9-28=72, 6-23=-1357, 10-18=483,6-21=1269, 10-20=-190, 5-23=2194, 3-25=-585, 11-18=-863, 11-16=444, 13-16=-277, 5-25=-2785, 13-15=-2057 NOTES (10-11) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. q1A O AIA -'rY 3► Unbalanced snow loads have been considered for this design. 4)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation, unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building designer. 5) Provide adequate drainage to prevent water ponding. 6) Ceiling dead load(3.0 psf)on member(s). 26-28, 27-28,6-7,7-9,9-10 7) Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room. 20-21 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 lb uplift at joint 1, 633 lb uplift at joint 20, 1150 lb uplift at joint 25 and 769 lb uplift at joint 15. E 9)This truss has been designed with ANSI/TPI 1-1995 criteria. 10)Three RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at it. 25. 11)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at it. 20, 15. 12) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at it. 1. LOADCASE(S) May 31,2002 I-Germsimwed on page 2 ®WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors.this design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuff OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrto Drive,Madison,WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'h *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., '��� Ye TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each * o ,� ; t Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate O_ atjointlocations. plates /a"from outside edge of a �' v 4, Unless otherwise noted,locate chordsP splices truss and vertical web. a C, CA o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TOTH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, __® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. FORM018,019 c3.o.NG- L® CLIP HYDRCAIR® Job russ russ Type ty P y MACLEOD/ APE COD FIVE CENTS,HYANNIS 13265253 17645R T003 ATTIC 8 1 (optional) RELIABLE TRUSS CO.,NEW BEDFORD MA,0 745 4.Wil SR1 s Aug 20 2001 MiTek Industries, Inc. Tue May 28 1 :56:27 200 Page 2 LOAD CASE(S) 11 Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-21=-20.0, 20-21=-100.0, 14-20=-20.0, 1-6=-80.0, 10-14=-80.0, 26-27=-6.0,6-10=-86.0 2) Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-21=-20.0, 20-21=-100.0, 13-20=-20.0, 1-6=-95.0, 10-13=-20.0,26-27=-6.0,6-10=-86.0 3) Unbal.Snow-Right: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 6-21=-20.0, 20-21=-100.0, 14-20=-20.0, 10-14=-95.0,26-27=-6.0, 6-10=-86.0 4)Wind Left: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=47.6, 10-14=43.5, 26-27=-6.0,6-10=37.5 Horz: 1-6=-55.6, 10-14=51.5 Drag: 6-7=-0.2, 9-10=0.2 5) Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=43.5, 10-14=47.6, 26-27=-6.0, 6-10=37.5 Horz: 1-6=-51.5, 10-14=55.6 Drag: 6-7=-0.2,9-10=0.2 6) 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-15=-2.0, 14-15=43.8, 1-6=43.5, 10-14=43.5, 26-27=-6.0,6-10=37.5 Harz: 1-6=-51.5, 10-14=51.5 Drag: 6-7=-0.2,9-10=0.2 1 7) Floor: Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 6-21=-20.0,20-21=-100.0, 13-20=-20.0, 10-13=-20.0, 26-27=-6.0,6-10=-26.0 WARNING.Ver Vy design parameters and READ NOTES ON TH7S AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility or building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general gu dance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST•88 Quality Standard,DSB•89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onorrio Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each cz c3 other, NN WEBS JS 3. Place plates on each face of truss at each * ; ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate 0 at joint locations, plates I/e"from outside edge of a �ti U 4, Unless otherwise noted,locate chords laces truss and vertical web. a P co C, 0 at�14 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, 1�e unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 16.Care should be exercised in handling, erection and installation of trusses, � �® PANEL CLI P TM © 1993 Mitek Holdings, Inc. FORM018,019 NY®RO.A IR® oTruss russ ype ty PlyCENTS,HYANNIS 13265254 17645R T003A ATTIC 8 1 (optional) RELIABLE TRUSS CO.,NEW BEDFORD MA,02745 4.201 SR1 s Aug 902001 MiTek Industries,Inc. Tue May 28 1 :57:28 2002 Page 1 8-1-12 14-7-8 21-11-4 25-11-0 1 31-0-12 36-2-8 i 40-2-4 47-6-0 1 53-11-12 62-1-8 8-1-12 6-5-12 7-3-12 3-11-12 5-1-12 5-1-12 3-11-12 7-3-12 6-5-12 8-1-12 Scale=1:106.3 4x6= 6x8= 4x 6x8= 4= 4x4= 6.00 12 5 6 7 8 9 5x6 i 4x6 6 28 7 10 4x6 4x6 i 4 4x6 Sx6 i 2x4= 2x4- o 3 11 W 2 3x6 112 1 13 Io 0 6 25 24 23 22 21 20 19 18 17 16 15 14 4x8-:�- 6x8= 4x6= 4x6= 46= 46= 4x4= 4x6= 4x4= 4x10 3x4 i 4x6= 4x6= 3x4 40-2-4 1-10-12 13-2-12 21-11-4 25-11-0 36-2-8 36#12 50-8-14 60-2-12 62-1-$ 1-10-12 it-" 8-8-8 3-11-12 10-3-8 0-4-4 3-7-8 10-6-10 9-5-14 1-10-12 Plate Offsets KY): [1:0-3-10,0-2-01, [5:0-5-4,0-3-81, [9:0-5-4,0-3-81, [13:0-3-10,0-2-01, [24:0-3-14,0-3-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.35 19-20 >785 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.47 19-20 >593 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 14 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight:409lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-6-10 oc purlins. BOT CHORD 2 X 6 SPF No.2 "Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-23 2 X 6 SYP DSS, 18-21 2 X 6 SPF 1650F 1.5E WEBS 1 Row at midpt 26-27, 6-20, 8-19, 9-19,4-22, 10-17 WEBS 2 X 4 SPF No.3 'Except" 2 Rows at 1/3 pts 5-22,4-24, 12-14 26-27 2 X 4 SPF No.2,6-20 2 X 4 SPF No.2 8-19 2 X 4 SPF No.2,4-22 2 X 4 SPF No.2 REACTIONS (lb/size) 19=1916/0-5-8, 24=3380/0-5-8, 14=1813/0-5-8,25=110/0-5-8 Max Harz 25=46(load case 4) Max Uplift 19=-638(load case 5),24=-1 143(load case 4), 14=-7 6311oad case 5►, 25=-285(load case 3) Max Grav 19=2090(load case 3), 24=3 5 2811oad case 2), 14=1958(load case 3), 25=299(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=194, 2-3=1065,3-4=1235,4-5=-989, 9-10=-1455, 10-11=-2097, 11-12=-2310, 12-13=-610, 5-6=-1154,6-7=-1161,7-8=-1161,8-9=-1119 BOT CHORD 1-25=-49, 24-25=-560, 23-24=-1012, 22-23=-1012, 21-22=726, 20-21=726, 19-20=1146, 18-19=1180, 17-18=1180, 16-17=1787, 15-16=1787, 14-15=2143, 13-14=400 WEBS 26-28=24, 27-28=-43, 20-26=-560, 6-26=-547, 19-27=-873,8-27=-860,6-28=-10, 8-28=72, 5-22=-1344,9-17=482, 5-20=1261, 9-19=-185,4-22=2196, 2-24=-567, 10-17=-862, 10-15=442, 12-15=-276,4-24=-2783, 12-14=-2062,2-25=605 NOTES (10-11) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. or 4)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building designer. ow 5) Provide adequate drainage to prevent water ponding. 6) Ceiling dead load(3.0 psf)on member(s). 26-28,27-28, 5-6, 6-8,8-9 7) Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room. 19-20 N 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 638 lb uplift at joint 19, 1143 lb uplift at joint 24, 763 lb uplift at joint 14 and 285 lb uplift at joint 25. 3w0 9)This truss has been designed with ANSI/TPI 1-1995 criteria. # 10) Three RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 24. 11)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 19, 14. 12) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 25. LOAD CASE(S) 1)Snow: Lumber Increase=1.15,Plate Increase=1.15 May 31,2002 ®WARNING-VerVy design parameters and READ NOTES ONTB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719, Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, o WEBS J5 3. Place plates on each face of truss at each * c� oz 3 5 ; � joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate � � o at joint locations, plates /e"from outside edge of u 4. Unless otherwise noted,locate chords lices truss and vertical web. a P cIB C? C, o at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, O ® erection and installation of trusses, 0 PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GAr-ir hLAJL® Ny0R0.AfR Job Truss russ ype ty y MACLEOD/CAPED FIVE 13265254 17645R T003A ATTIC 8 1 (optional) RELIABLE TRUSS CO.,NEW BEDFORD MA,02745 4.201 SRI s Aug 20 2001 MITelk Industries,Inc. Tue May 28 16:57:28 20 2 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert: 1-20=-20.0, 19-20=-100.0, 13-19=-20.0, 1-5=-80.0, 9-13=-80.0,26-27=-6.0, 5-9=-86.0 2) Unbal.Snow-Left: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-20=-20.0, 19-20=-100.0, 12-19=-20.0, 1-5=-95.0, 9-12=-20.0,26-27=-6.0, 5-9=-86.0 3) Un bal.Snow-Right: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 5-20=-20.0, 19-20=-100.0, 13-19=-20.0, 9-13=-95.0,26-27=-6.0, 5-9=-86.0 4)Wind Left: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert: 1-25=43.8, 14-25=-2.0, 13-14=43.8, 1-5=47.6, 9-13=43.5, 26-27=-6.0, 5-9=37.5 Horz: 1-5=-55.6, 9-13=51.5 Drag: 5-6=-0.2,8-9=0.2 5)Wind Right: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-25=43.8, 14-25=-2.0, 13-14=43.8, 1-5=43.5, 9-13=47.6, 26-27=-6.0, 5-9=37.5 Horz: 1-5=-51.5, 9-13=55.6 Drag: 5-6=-0.2,8-9=0.2 6) 1st Wind Parallel: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-25=43.8, 14-25=-2.0, 13-14=43.8, 1-5=43.5,9-13=43.5, 26-27=-6.0, 5-9=37.5 Horz: 1-5=-51.5, 9-13=51.5 Drag: 5-6=-0.2,8-9=0.2 7) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 5-20=-20.0, 19-20=-100.0, 12-19=-20.0, 9-12=-20.0, 26-27=-6.0, 5-9=-26.0 ®WARNING-VeWy design parameters and READ NOTES ON TB7S AND REVERSE SWE BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and kwded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the iesponslblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuff OST•88 Quality Standard,DSB-89 Bracing Specification,and HIB•91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Onofrio Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. '� Ye TOP CHORDS " 2. Cut members to bear tightly against each ca c3 other, o WEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate i h ; a: joint and embed fully. Avoid knots and wane 0o_ at joint locations, plates i/a"from outside edge of a �ti u 4. Unless otherwise noted,locate chords laces truss and vertical web. a p ce V c6 o at I14 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. . is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, oe", unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. O M iTek® 15.Care should be exercised in handling, TM erection and installation of trusses. CLIP © 1993 Mitek Holdings, Inc. FORM018,019 _ re.NG-tvAl iwoRo1A/R® Job russ Truss Type Oty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T004 ATTIC 9 1 13265255 opt ona l —RSUI—Affa TRUSSBED FORD 5 4.20T SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 age -14-1-0 7-10-4 11-10-0 16-11-12 22-1-8 26-1-4 33-5-0 39-10-12 48-0-8 14-1-0 7-10-4 3-11-12 5-1-12 5-1-12 3-11-12 7-3-12 6-5-12 8-1-12 Scale=1:106.5 6x8= 4x6= 6.00 12 4x4= 4x4= 6x8= 2 3 4 5 6 5x6 i 4x4 1 1 2 2 7 4x6 4x6 2x4= 2x4— o 8 3x6 9 10 I9 0 20 19 18 17 16 15 14 13 12 11 3x4 II 4x6= 4x4= 4x4= 4x6= 4x4= 4x10 4x6= 4x6= 5x6= 4x4 26-1-4 -14-1-0 7-10-4 11-10-0 22-1-8 22#12 36-7-14 46-1-12 9:91 14-1-0 7-10-1 3-11-12 10-3-8 0-4-4 3-7.8 10-6-10 9-5-14 1-10-12 Plate Offsets(X,Y): [1:Ed e,0-2-41, [2:0-54,0-3- 1, [ :0-5-4,0-3-81, [10:0-3-10,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.36 16-17 >744 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.47 16-17 >560 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.08 11 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 331 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-11-6 oc purlins, except end verticals. BOT CHORD 2 X 6 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 15-18 2 X 6 SPF 1650F 1.5E 8-6-4 oc bracing: 11-12 WEBS 2 X 4 SPF No.3 *Except* 9-9-4 oc bracing: 10-11. 21-22 2 X 4 SPF No.2,3-17 2 X 4 SPF No.2 WEBS 1 Row at midpt 21-22, 3-17, 5-16, 6-16, 7-14 5-16 2 X 4 SPF No.2, 1-20 2 X 4 SPF No.2 2 Rows at 1/3 pts 2-19, 9-11, 1-20 REACTIONS (lb/size) 20=2062/0-5-8, 16=1705/0-5-8, 11=2030/0-5-8 Max Horz 20=-332(load case 5) Max Uplift20=-61 1(load case 4), 16=-605(load case 5), 11=-796(load case 5) Max Grav 20=2187(load case 2), 16=1889(load case 3), 11=2166(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1493, 6-7=-1902, 7-8=-2505,8-9=-2718,9-10=-685, 2-3=-1631,3-4=-1637,4-5=-1637, 5-6=-1594, 1-20=-1976 BOT CHORD 19-20=34, 18-19=1208, 17-18=1208, 16-17=1622, 15-16=1580, 14-15=1580, 13-14=2169, 12-13=2169, 11-12=2483, 10-11=464 WEBS 21-23=26,22-23=-46, 17-21=-559,3-21=-546, 16-22=-876, 5-22=-863,3-23=-14, 5-23=75, 2-19=-1078, 6-14=466, 2-17=1244, 6-16=44,7-14=-836,7-12=402, 9-12=-236,9-11=-2388, 1-19=1607 NOTES (9) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals exist,the right is exposed and the left is not exposed. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. or 5) Ceiling dead load(3.0 psf)on member(s). 21-23,22-23,2-3,3-5, 5-6 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load(0.0 psf)applied only to room. 16-17 am 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 611 lb uplift at joint 20, 605 lb uplift at joint 16 and 796 lb uplift at joint 11. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. CA 9)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt.20, 16, 11. LOAD CASE(S) Standard # 300 May 31,2002 ®WARMNG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. AppllcabllBy of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,683 D'Onofrlo Drive,Madison,WI53719. _ Symbols . Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties- 8 TOP CHORDS 2. Cut members to bear tightly against each c2 Q other, . o WEBS J5 Q 3. Place plates on each face of truss at each * i ,� ; ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate c) O at joint locations. plates /a"from outside edge of a �y v 4. Unless otherwise noted,locate chords splices truss and vertical web. a P C C, o at /a panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of J1 J8 J7 lu mber umber shall not exceed 19%at time of required direction of slots in fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 16.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. FORM018,019 �N�'INAJL O CLIP JYOQO.AIR® Job Truss Truss Type Qty 1 Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 13265256 17645R T005 GABLE 2 1 (optional) -RE-EFA-11EE TRUSSBEDFORD MA,02745 4.201 SR1 s Apr 2 2002 MiTek Industries, Inc. Fri May 1 age -01142 7-1-12 14-7-8 21-11-4 25-10-0 31-0-12 36-3-8 40-2-4 47-6-0 53-11-12 i 62-1-8 0-9-12 7-1-12 7-5-12 7-3-12 3-10-12 5-2-12 5-2-12 3-10-12 7-3-12 6-5-12 8-1-12 Scale=1:107.8 6x8- 4x4= Fasten truss to bearingat joints 67,46,45,63 1ox10= 4x4= sxB= for the uplift reaction shown 6.00 12 12 13 14 tf 17 18 19 20 21 22 23 while permitting no upward za movement of the bearing. 11 10 25 9 26 4x6 i g 27 4x6 7 28 56 2f�0 9 4 31 3 32 2 33 1 34 ud I o o d 67 66 65 64 63 62 61 6059 58 57 56 55 54 53 5251 50 49 48 4-46 45 44 43 4Z1 40 39 38 37 36 35 4x6= 4x6-5� 4x6= 10x10= 4x6= 4x6= 4x4= -019-,12 21-11-4 25-10-0 36-3-8 40-2-4 50-8-14 62-1-8 0-9-12 21-11-4 3-10-12 10-5-8 3-10-12 10-6-10 11-4-10 Plate Offsets(X, ): [12:0-4-0,0-2-01, [23: -4-0,0-3-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.48 54 >655 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.78 53-54 >400 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.13 34 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 515 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 *Except* TOP CHORD Sheathed or 3-7-0 oc purlins. 16-23 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. BOT CHORD 2 X 6 SPF No.2 *Except* WEBS 1 Row at midpt 18-51, 25-43, 24-44, 19-50, 10-58, 60-67 2 X 6 SYP DSS,46-55 2 X 6 SPF 1650F 1.5E 11-57, 15-53, 17-52, 14-55 WEBS 2 X 4 SPF No.3 2 Rows at 1/3 pts 21-47 OTHERS 2 X 4 SPF No.3 REACTIONS (lb/size) 67=-113/14-3-4,41=10/25-9-8,34=1155/25-9-8,46=-20/25-9-8, 1=1433/14-3-4, 66=335/14-3-4,35=381/25-9-8, 36=120/25-9-8,37=215/25-9-8, 38=197/25-9-8, 39=201/25-9-8,40=195/25-9-8,42=196/25-9-8,43=240/25-9-8,44=53/25-9-8, 45=-538/25-9-8,47=923125-9-8,65=96/14-3-4, 64=435/14-3-4,63=-857/14-3-4, 62=1571/14-3-4 Max Horz 67=-46(load case 5) Max Uplift67=-133(load case 2),34=-327(load case 4),46=-87(load case 3), 1=-454(load case 4), 66=-204(load case 4), 35=-235(load case 5),36=-73(load case 5), 37=-127(load case 5), 38=-118(load case 5),39=-119(Ioad case 5),40=-118(load case 5),42=-123(load case 5), 43=-140(load case 5),44=-72(load case 2),45=-627(load case 2),47=-379(load case 5), 65=-65(load case 4), 64=-233(load case 4),63=-953(load case 2), 62=-821(load case 4) Max Grav 67=80(load case 4),41=10(load case 3),34=1155(load case 1),46=42(load case 5), 1=1536(load case 2►,66=387(load case 2),35=445(load case 3),36=138(load case 3), 37=247(load case 3), 38=227(load case 3),39=231(load case 3),40=226(load case 3),42=225(load case 3), 43=264(load case 3),44=1100oad case 3),45=288(load case 4),47=986(load case 3), 65=113(load case 2), 64=493(load case 2), 63=395(load case 4),62=1778(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-2506, 2-3=-2471,3-4=-2456,4-5=-2469, 5-6=-2415,6-7=-2332, 7-8=-2523,8-9=-2520, 9-10=-2470, 10-11=-2437, 11-12=-2376, 23-24=-2156, 24-25=-2222, 25-26=-2204, 26-27=-2202, 27-28=-2203, 28-29=-2203,29-30=-2139,30-31=-2203,31-32=-2200,32-33=-2222, 33-34=-2244, 12-13=-2170, 13-14=-2168, 14-15=-2259, 15-16=-2259, 16-17=-2259, 17-18=-2259, 18-19=-2259, 19-20=-2259, 20-21=-2259, 21-22=-1942, 22-23=-1943 OF -w!BOT CHORD 1-67=-0, 1-66=2165,65-66=2165,64-65=2165,63-64=2165,62-63=2165, 61-62=2165,60-61=2165 `7 59-60=2165, 58-59=2165, 57-58=2165, 56-57=2165, 55-56=2168, 54-55=2259, 53-54=2259, ow 52-53=2259, 51-52=2259, 50-51=2259,49-50=2259,48-49=2259,47-48=2259,46-47=1942, 45-46=1942,44-45=1938,43-44=1938,42-43=1938,41-42=1938,40-41=1938,39-40=1938, a 38-39=1938,37-38=1938,36-37=1938,35-36=1938, 34-35=1938 N WEBS 2-66=-245,33-35=-274, 18-51=-38,32-36=-111,31-37=-167, 29-38=-160, 28-39=-160,27-40=-158, 26-42=-165, 25-43=-199, 24-44=-13,23-45=577, 22-47=500, 21-48=674, 20-49=40, 19-50=-72, 3-65=-126,4-64=-190, 6-63=148,7-62=-588,8-61=-154, 9-59=-65, 10-58=-85, 11-57=-8, 12-56=426 swoo yt , 13-55=234, 14-54=158, 15-53=-40, 17-52=-45, 21-47=-1782, 14-55=-514 NOTES (9-10) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the May 31,2002 plate grip increase is 1.33 ,&wm m-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance ' regarding fabrication,quality control,storage,delivery,erection and bracing,consuff OST-BB Quality Standard,DSB-89 Bracing Specification,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44 13/+ *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, WEBS J5 Q 3, Place plates on each face of truss at each * i 5 ,� a 3 Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate c� o_ at joint locations. plates /e"from outside edge of a �yI 4. Unless otherwise noted,locate chords laces truss and vertical web. a p� �, � o at 1/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14•Do not cut or alter truss member or plate without prior approval of a professional engineer, M iTek® 15.Care should be exercised in handling, ® CLIP erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. •- FORM018,019 GANG-NAM® ##YDRD,A&'R® Job Truss Truss Type Oty Ply MACLEOD/CAPE COD FIVE CENT ,HYANNIS 17645R T005 GABLE 2 1 13265256 (optional) -RECFABU TRUSS CO., NEW BEDFORD A,02745 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11:04:32age NOTES (9-10) 2)Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building designer. 5) Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 M1120 unless otherwise indicated. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 67,327 lb uplift at joint 34,87 Ib uplift at joint 46 ,454 lb uplift at joint 1, 204 lb uplift at joint 66, 235 lb uplift at joint 35, 73 lb uplift at joint 36, 127 lb uplift at joint 37, 118 lb uplift at joint 38, 119 lb uplift at joint 39, 118 lb uplift at joint 40, 123 lb uplift at joint 42, 140 lb uplift at joint 43, 72 lb uplift at joint 44, 627 lb uplift at joint 45,379 lb uplift at joint 47, 65 lb uplift at joint 65, 233 lb uplift at joint 64, 953 lb uplift at joint 63 and 821 lb uplift at joint 62. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9)Three RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 24. 10) Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 18, 13. 11) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 1. LOAD CASE(S) Standard ®WARNING-VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding labrloation,quality control,storage,delivery,erection and bracing,consulf GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties.. '� Ye ca TOP CHORDS c� 2. Cut members to bear tightly against each other. WEBS J5 or 3. Place plates on each face of truss at each * i - ,� f Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate 02 O at joint locations. plates /e"from outside edge of a �y V 4, Unless otherwise noted,locate chords laces truss and vertical web. a p C8 C, .1 o at�14 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, � �® PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL HYDRO,A/R® Job Truss Truss Type Oty Ply MA LEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T005CAP PIGGYBACK 2 1 (optional) 13265257 -REIAB A, 2745 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 1 age 1 4-0-12 1 6-0-12 8-0-12 9-1-8 10-2-4 12-2-4 14-2-4 18-3-0 4-0-12 2-0-0 2-M 1-0-12 1-0-12 2-0-0 2-0-0 4-0-12 Scale:3/8"=1' SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION 4x6= DETAIL FOR CONNECTION TO BASE TRUSS 2x4 11 6 2x4 11 5 7 6.00 f 12 2x4 11 2x4 II 4 8 2x4 11 2x4 11 3 9 2 10 1 11 Di Igm1P `1 o1-1 ao 3x4— 18 17 16 15 14 13 12 — 3x4= 2x4 II 2x4 II 2x4 11 6x8= 2x4 11 2x4 I I 2x4 0-11-4 4-0-12 6-0-12 8-0-12 9-1-8 1 1G-2-4 12-2.4 14-2-4 17-3-12 18-3-0 0-11.4 3-1-8 2-0-0 2-0-0 1-0-12 1-0-12 2.0-0 2-M 3-1.8 0-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.33 12-13 >584 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.44 12-13 >443 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 10 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft = 240 Weight: 62 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-0-14 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 2=865/0-3-8, 10=865/0-3-8 Max Horz 2=18(load case 4) Max Uplift2=-419(load case 4), 10=-419(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=20, 2-3=-1171,3-4=-1083,4-5=-1051, 5-6=-982, 6-7=-982, 7-8=-1051,8-9=-1083, 9-10=-1171, 10-11=20 BOT CHORD 2-18=954, 17-18=954, 16-17=954, 15-16=954, 14-15=954, 13-14=954, 12-13=954, 10-12=954 WEBS 6-15=422, 3-18=-68, 9-12=-68,4-17=-73,5-16=-14,8-13=-73,7-14=-14 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 Ib uplift at joint 2 and 419 lb uplift at joint 10. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. f-A LOAD CASE(S) Standard r1 in 300 � May 31,2002 ®wmmNG-verym design parameters and READ NOTES oN nus Arm REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation or component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,eiectlon and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property Ye securely seat. J2 J3 J4 owner and all other interested parties., All TOP CHORDS 2. Cut members to bear tightly against each -T c2 Q other, o VVVEBS J5 a: 3. Place plates on each face of truss at each * oz ,� 3 Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate � o at joint locations, plates 1/8"from outside edge of a M truss and vertical web. a 4. Unless otherwise noted,locate chord splices �, o at�14 panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dinTension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL® MyopO,AZR® Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T006 COMMON 3 1 13265258 (optional) —REUABU TRUSS CO.,NEW BEDFORD MA,02745 4.201 SR1 s Apr 2 2009 MiTekn ustrres, Inc. Fri May 4: age 6-10-7 13-6-12 20-3-1 27-1-8 6-10-7 6-M 6-8-5 6-10-7 40= Scale=1:53.2 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 3 6.00 FIT 4x4 4x4 2 4 1 5 1411 Io 3x4= 3x4= 3x8 II 10 9 8 7 6 3x8 II 3x4 i 3x4= 3x4= 3x4= 3x4 1-10-12 9-8-1 17-5-7 25-2-12 27-1-8 1-10-12 7-9-5 7-9-5 7-9-5 1-10-12 Plate Offsets(X,Y): [1:0-0-0,0-1-01, [1:0-5-4,Ed el, [4:0-0-0,0-0-01, [5:0-5-4,Ed el,'15:0-0-0,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.07 9 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.22 7-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.04 6 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 109 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 5-3-11 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 WEBS 1 Row at midpt 2-10,4-6 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 REACTIONS (lb/size) 10=1356/0-5-8,6=1356/0-5-8 Max Horz 10=29(load case 4) Max Uplift 10=-679(load case 4), 6=-679(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=624, 2-3=-1271, 3-4=-1271,4-5=624 BOT CHORD 1-10=-551, 9-10=1245,8-9=969, 7-8=969, 6-7=1245, 5-6=-551 WEBS 2-10=-2193, 2-9=-180,3-9=346,3-7=346,4-7=-180,4-6=-2193 NOTES (6) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level, using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 679 lb uplift at joint 10 and 679 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 10, 6. LOAD CASE(S) Standard OF -`r! ow a N /r 3wo May 31,2002 ®WARNING-Ver{fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an IndWuol building component to be MM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualtly control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and NIB-91 1Tek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13/4 *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. a TOP CHORDS ` c� 2. Cut members to bear tightly against each other, o WEBS J5 Q 3, Place plates on each face of truss at each * i , ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate 0 O at joint locations, plates /s"from outside edge of rL �y V 4. Unless otherwise noted,locate chords laces truss and vertical web. a P ca C, C o at �14 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, CLIP PANEL TM © 1993 Mitek Holdings, Inc. FORM018,019 GAWG-NniL® HXDRO,AgRG Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYA NI 17645R T007 GABLE 2 1 (optional) 13265259 -RnTXB-a TRUSSD R2745 4.201 SR1 s Apr Mi ek n ustrdes, nc. rr ay 4: age i 13-6-12 27-1-8 13-6-12 13-6-12 4x4= Scale=1:49.8 7 6 8 6.00 Fl2 5 9 4 10 3 11 2 12 1 13 11" IT 3x4= 3x4= 3x8 11 25 24 23 22 21 20 19 18 17 16 15 14 3x8 3x4= 27-1-8 27-1-8 Plate Offsets(X,Y): [1:0-0-1,0-0-121, [1:0-5-4,Ed e1,[6:0-0-0,0 1, [13: -5-4,Ed e], [13:0-0-1,0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.72 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.51 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.01 14 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 120lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3, Right: 2 X 4 SPF No.3 REACTIONS (lb/size) 18=15/23-9-8, 25=453/23-9-8, 14=453/23-9-8, 20=384/23-9-8, 15=84/23-9-8, 16=230/23-9-8, 17=183/23-9-8, 19=198/23-9-8, 24=85/23-9-8, 23=229/23-9-8, 22=190/23-9-8, 21=208/23-9-8 Max Harz 25=29(load case 4) Max Uplift25=-252(load case 5), 14=-251(load case 4), 15=-85(1oad case 3), 16=-129(load case 5), 17=-125(load case 5), 19=-90(load case 5), 24=-85(load case 2), 23= 129(load case 4), 22=-125(load case 4), 21=-89(load case 4) Max Grav 18=20(load case 3),25=719(load case 2), 14=719(load case 3),20=384(load case 1), 15=216(1oad case 2), 16=310(load case 3), 17=201(load case 3), 19=222(load case 3),24=216(load case 3), 23=30811oad case 2), 22=211(load case 2), 21=236(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=404,2-3=322, 3-4=353,4-5=346, 5-6=349, 6-7=322, 7-8=322,8-9=349,9-10=346, 10-11=353, 11-12=322, 12-13=404 BOT CHORD 1-25=-278, 24-25=-278, 23-24=-278, 22-23=-278, 21-22=-278, 20-21=-278, 19-20=-278, 18-19=-278, 17-18=-278, 16-17=-278, 15-16=-278, 14-15=-278, 13-14=-278 WEBS 2-25=-326, 12-14=-326,7-20=-354, 11-15=-92, 10-16=-176,9-17=-153,8-19=-171, 3-24=-92, 4-23=-176, 5-22=-153, 6-21=-171 NOTES (10-9) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 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" O 3) Design load is based on 30.0 psf specified roof snow load. 4) Unbalanced snow loads have been considered for this design. 5)All plates are 2x4 M1120 unless otherwise indicated. GAW 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 lb uplift at joint 25, 251 lb 4P uplift at joint 14,85 lb uplift at joint 15, 129 lb uplift at joint 16, 125 lb uplift at joint 17,90 lb uplift at joint 19,85 lb uplift at joint 24, 129 lb uplift at joint 23, 125 lb uplift at joint 22 and 89 lb uplift at joint 21. � 8)n/a 9)This truss has been designed with ANSI/TPI 1-1995 criteria. 10) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 1, 13. �E LOAD CASE(S) Standard May 31,2002 ®TVmmm-Vervy design parameters and READ NOTES oNTim AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vealcolly. Appllcabll"y of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuR OST-88 Cualtty Standard,DSB-89 Bracing Specification,and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, o WEBS J5 cc 3. Place plates on each face of truss at each * o ,� ; joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate 0 at joint locations. plates 1/8"from outside edge of _ truss and vertical web, o a 4. Unless otherwise noted,locate chord splices c8 C, C6 0 at r/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING .others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 23 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. nlliTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL CLIP TM © 1993 Mitek Holdings, Inc. FORM018,019 c�.e.NG- � NYDRO,A/R Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYA NIS 17645R T008 GABLE 2 1 13265260 (optional) REUA-BU TRUSSE D MA,02745 4.201 51`11s Apr 2 2002 MiTekIndustries, Inc. Fri ay 4 1: Page 1 11-0-12 22-1-8 11-0-12 11-0-12 44= Scale=1:43.8 2x4 11 6 2x4 II 5 7 2x4 I I 2x4 6.00 12 4 8 I I 2x4 11 2x4 11 3 9 2x4 11 2x4 I I 2 10 1 11 Io 3x4= 3x4= 3x8 II 20 19 18 17 16 15 14 13 12 3x8 11 2x4 12x4 11 2x4 11 2x4 11 2x4 11 2x4 2x4 11 6x8= 2x4 11 22-1-8 22-1-8 Plate Offsets(X,Y): 1:0-0-1,0-0-121, [1:0-5-4,Ed el, [5:0-0-0,0-0-01, 11:0-5-4,Ed e], [11:0-0-1,0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.73 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) -0.01 12 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 93 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.3,Right: 2 X 4 SPF No.3 REACTIONS (lb/size) 13=85/18-9-8, 20=444/18-9-8, 12=451/18-9-8, 16=294/18 9-8, 14=228/18-9-8, 15=195/18-9-8, 19=93/18-9-8, 18=226/18-9-8, 17=196/18-9-8 Max Horz 20=24(load case 4) Max Uplift 13=-1 03(load case 3), 20=-253(load case 4), 12=-257(load case 5), 14=-141(load case 5), 15=-70(load case 5), 19=-76(load case 2), 18=-140(load case 4), 17=-70(load case 4) Max Grav 13=236(load case 2), 20=708(load case 2), 12=721(load case 3), 16=294(load case 1), 14=334(load case 3), 15=195(load case 1), 19=219(load case 3), 18=310(load case 2), 17=198(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=409, 2-3=329,3-4=357,4-5=352, 5-6=315,6-7=315,7-8=351, 8-9=358, 9-10=324, 10-11=405 BOT CHORD 1-20=-283, 19-20=-283, 18-19=-283, 17-18=-283, 16-17=-283, 15-16=-283, 14-15=-283, 13-14=-283, 12-13=-280, 11-12=-280 WEBS 2-20=-322, 10-12=-326, 6-16=-278, 9-13=-90,8-14=-175, 7-15=-165, 3-19=-97,4-18=-173, 5-17=-166 NOTES (9-8) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 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) Design load is based on 30.0 psf specified roof snow load. OF 4) Unbalanced snow loads have been considered for this design. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 103 lb uplift at joint 13, 253 lb ow uplift at joint 20,257 lb uplift at joint 12, 141 lb uplift at joint 14, 70 lb uplift at joint 15, 76 lb uplift at joint 19, 140 lb uplif a at joint 18 and 70 lb uplift at joint 17. 41>t 7) n/a 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9) One RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 1, 11. # 300 yk LOAD CASE(S) Standard May 31,2002 ®IVARNINO-Verm design parameters and READ NOTES oN THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.AcidBbnol permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance Dal regarding fabrication,quality control,storage,delivery,election and bracing,consult GST•88 Dually Standard,DSB•89 Bracing Specification,and HIB•91 MiTek° Handling Installing and Bracing 119commsondatlon avalloble from Truss Plate Institute,583 D'Onofrio D!Ne,Madison,W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. cz TOP CHORDS c� 2. Cut members to bear tightly against each -{- other. 0 WEBS J5 � 3, Place plates on each face of truss at each * oz ,� ; ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate � o at joint locations, plates /a"from outside edge of a �y V 4. Unless otherwise noted,locate chords laces truss and vertical web. a splices � V C6 o at�/4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® TM erection and installation of trusses, PANEL © 1993 Mitek Holdings, Inc.CLIP CLIP - FORM018,019 GANG NAIL® I Job Truss Truss Type Oty Ply MACLEOD/CAPE COD FIVE CENTS, YANNI 1764513 T009 COMMON 13 1 (o tionaq 13265261 —11S L A 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 1 age 1 6-1-12 12-M 17-10-4 24-0-0 6-1-12 5-104 5-10-4 6-1-12 4x4= Scale=1:45.3 3 6.00 12 3x4 i 3x4 2 4 1 5 0 3x6 11 3x4= 3x6 11 to 10 9 8 7 6 3x4= 2x4// 6x8= 2x4\\ 3-6-0 12-M 20-6-0 24-M 3-6-0 8-0-0 8-6-0 3-6-0 Plate Offsets X,Y): [1:0-0-7,0-3-51, [5:0-0-7,0-1-111 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.90 Vert(LL) 0.02 5 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.18 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.01 7 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight:95 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 SLIDER Left 2 X 4 SPF No.3 2-1-7,Right 2 X 4 SPF No.3 2-1-7 REACTIONS (lb/size) 9=1200/0-5-8,7=1200/0-5-8 Max Horz 9=27(load case 4) Max Uplift9=-690(load case 4), 7=-690(load case 5) Max Grav 9=1243(load case 2),7=1243(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=563,2-3=-546,3-4=-546,4-5=563 BOT CHORD 1-10=-489,9-10=-489,8-9=361,7-8=361, 6-7=-489, 5-6=-489 WEBS 2-9=-1374,2-8=148,3-8=20,4-8=148,4-7=-1374 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 690 lb uplift at joint 9 and 690 lb uplift at joint 7. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �O ow a N 3wo May 31,2002 ®LVARNING-Ver{fy design parameters and READ NOTES GN Tffi3 AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., '� Ye TOP CHORDS 2, Cut members to bear tightly against each a c3 other, EBS J5 a W 3. Place plates on each face of truss at each * _ ,� ; ; joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate L) O at joint locations, plates /a"from outside edge of 4. Unless otherwise noted,locate chord truss and vertical web, a P �, o at I14 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 ifyoRO.AIR® Job Truss Truss Type Oty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T010 GABLE 1 1 13265262 (optional) -RELFA-BM TRUSSRD MA,02745 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 4: Page 1 17-5-0 34-10-0 17-5-0 17-5-0 4x4= Scale:3/16"=1' 6.00 12 10 9 11 8 12 3x4 7 13 3x4 58 1115 4 16 3 17 p 118 6x8= 1 19 Io 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 6x8= 6x8= 6x8= 34-10-0 34-10-0 Plate Offsets(X,Y): [19: -0-0,0-3 111, [3 :0-0-0,0-2-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.73 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 21 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 178 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 WEBS 1 Row at midpt 10-28, 11-27,9-29 OTHERS 2 X 4 SPF No.3 REACTIONS (lb/size) 30=198/31-3-8, 35=503/31-3-8, 21=503/31-3-8, 28=293/31-3-8,22=47/31-3-8, 23=237/31-3-8,24=191/31-3-8, 25=202/31-3-8, 26=198/31-3-8, 27=201/31-3-8,34=47/31-3-8,33=237/31-3-8,32=191/31-3-8, 31=202/31-3-8,29=201/31-3-8 Max Horz 35=47(load case 6) Max Uplift30=-133(load case 4),35=-281(load case 5), 21=-288(load case 4), 22=-97(load case 3), 23=-133(load case 5), 24=-116(load case 5), 25=-118(load case 5), 26=-133(load case 5), 27=-59(load case 5),34=-97(load case 2),33=-132(load case 4),32=-117(load case 4), 31=-118(load case 4), 29=-59(load case 4) Max Grav 30=231(load case 2), 35=739(load case 2), 21=739(load case 3), 28=293(load case 1),22=169(load case 2),23=310(load case 3), 24=211(load case 3), 25=234(load case 3),26=231(load case 3), 27=224(load case 3),34=169(load case 3),33=310(load case 2), 32=211(load case 2),31=234(load case 2), 29=224(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-36=-9, 1-2=321,2-3=235,3-4=278,4-5=269, 5-6=206,6-7=271, 7-8=270,8-9=271, 9-10=243, 10-11=243, 11-12=271, 12-13=270, 13-14=271, 14-15=206, 15-16=269, 16-17=278, 17-18=235, 18-19=321, 19-20=-9 BOT CHORD 35-36=-210, 34-35=-210,33-34=-210,32-33=-210,31-32=-210,30-31=-210, 29-30=-210, 28-29=-210, 27-28=-210, 26-27=-210,25-26=-210,24-25=-210, 23-24=-210, 22-23=-210, 21-22=-210,20-21=-210 WEBS 2-35=-344, 18-21=-344, 10-28=-269, 17-22=-74, 16-23=-179, 15-24=-156, 13-25=-161, 12-26=-158, 11-27=-166,3-34=-74,4-33=-179, 5-32=-156,7-31=-161,8-30=-158, 9-29=-166 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the OF plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek ow "Standard Gable End Detail" 3) Design load is based on 30.0 psf specified roof snow load. 4) Unbalanced snow loads have been considered for this design. CA 5)All plates are 2x4 M1120 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7) Gable studs spaced at 2-0-0 oc. Wo hr 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 30, 281 lb uplift at joint 35, 288 lb uplift at joint 21,97 lb uplift at joint 22, 133 lb uplift at joint 23, 116 lb uplift at joint 24, 118 lb � uplift at joint 25, 133 lb uplift at joint 26, 59 lb uplift at joint 27,97 lb uplift at joint 34, 132 lb uplift at joint 33, 117 lb uplif at joint 32, 118 lb uplift at joint 31 and 59 lb uplift at joint 29. 9) N/A 10)This truss has been designed with ANSI/TPI 1-1995 criteria. May 31,2002 LOAD CASE(S) Standard ®WARNING-Verb jy design pammeten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded verlIcally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance recording fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 iTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., '� Ye TOP CHORDS ; 2. Cut members to bear tightly against each cz c3 other. 0 WEBS J5 3. Place plates on each face of truss at each * i , ; ; Q joint and embed fully, Avoid knots and wane For 4 x 2 orientation, locate o at joint locations.. plates /8"from outside edge of a �ti V 4. Unless otherwise noted,locate chords laces truss and vertical web, a p ce C, o at�/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,919Q 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. ® PA CLIPNEL TM © 1993 Mitek Holdings, Inc. FORM018,019 GWVG fgAJL 0 #ff0R0AfR(g) Job Truss Truss Type ty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T011 COMMON 1 1 1 13265263 (optional) —RE—LFASUETRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11:04:39age i 9-M 17-5-0 25-10-0 34-10-0 9-0-0 8-5-0 8-5-0 9-0-0 4x4= Scale=1:73.0 6.00 F12 3 7x12 i 7x12 2 4 1 5 EP Io 3x8 I I 14 13 12 11 10 9 8 7 6 3x8 11 3x6 i 2x4 l I 3x4= 3x8= 3x4= 2x4 11 3x6 3x4= 3x4= 2-0-0 8-104 17-5-0 25-11-12 32-10-0 34-10-0 2-M 6-104 8-6-12 8-6-12 6-104 2-M Plate Offsets(X,Y): [1:0-0-7,0-2-51, [5:0-0-7,0-2-51 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.11 10 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.82 VertITL) -0.32 10-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.09 7 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 240 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 240OF 2.0E TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 *Except* WEBS 1 Row at midpt 2-10,4-10 2-13 2 X 4 SPF No.2,4-7 2 X 4 SPF No.2 2 Rows at 1/3 pts 2-13,4-7 SLIDER Left 2 X 4 SPF No.3 1-0-12, Right 2 X 4 SPF No.3 1-0-12 REACTIONS (lb/size) 13=1742/0-5-8,7=1742/0-5-8 Max Horz 13=38(Ioad case 4) Max Uplift 13=-854(load case 4),7=-854(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=774, 2-3=-1476,3-4=-1476,4-5=774 BOT CHORD 1-14=-678, 13-14=-678, 12-13=1727, 11-12=1731, 10-11=1731,9-10=1731,8-9=1731, 7-8=1727, 6-7=-678, 5-6=-678 WEBS 2-13=-2918, 2-12=156, 2-10=-473,3-10=637,4-10=-473,4-8=156,4-7=-2918 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)Two RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 13 and 7. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard or ow +1 N * Iwo 'lir May 31,2002 ,&wAmNG-Veryy design pamnwters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE UM. ��O Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss _ designer.Bracing shown Is for lateral support of Individual web members only.Addltional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Spectflcation,and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Proper'/ 13�4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. C2 TOP CHORDS c3 2. Cut members to bear tightly against each other, IJ5 WEBS a: 3. Place plates on each face of truss at each * oz ,� ; 0joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locateo at joint locations.plates /s"from outside edge of a �ti laces a 4,truss and vertical web. Unless otherwise noted,locate chordsp ce C, CUo at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel 9 grade specified. to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING .others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 G'Nr'NNL O HYDRO,i9/R® Job Truss Truss Type Oty Ply MACLEOD/CAPE COD FIVE ENTS;HYANNIS 17645R T015 ROOF TRUSS 1 2 13265264 (optional) —REDA-KE TRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Apr 2 2002 MiTek Industries, Inc. Fri May 4: age 7-11-12 13-6-4 21-6-0 7-11-12 5-6-8 7-11-12 Scale=1:37.8 5x6= 5x8= 2 3 6.00 Fl2 0 a 1 4 I� 0 5x8 11 5x6 I I 10 9 11 12 8 13 14 7 15 6 16 5 17 JUS24 2x4/i JUS24 3x4= JUS24 JUS24 2x4 II 4x6= 2x4\\ JUS24 JUS24 HJC26 HJC26 JUS24 JUS24 3-6-0 7-11-12 13-6-4 18-M 21-6-0 3-6-0 4-5-12 5-6-8 4-5-12 3-6-0 Plate Offsets(X,Y): [1:Ed e,0-4-81, [2:0-3-8,0-2-41, [3:0-5-8,0-2-4], [4:Ed e,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TIC 0.53 Vert(LL) 0.06 7-8 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.32 Vert(TL) 0.06 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.01 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC ILL Min I/deft = 240 Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.2, Right: 2 X 4 SPF No.2 REACTIONS (lb/size) 9=1739/0-5-8,5=1745/0-5-8 Max Horz 9=18(load case 4) Max Uplift9=-1933(load case 4), 5=-1946(load case 5) Max Grav 9=1830(load case 2), 5=1837(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=578, 2-3=-723,3-4=577 BOT CHORD 1-10=-381,9-10=-381,9-11=714, 11-12=714,8-12=714,8-13=730, 13-14=730,7-14=730, 7-15=720,6-15=720, 6-16=720, 5-16=720, 5-17=-380,4-17=-380 WEBS 2-9=-1492, 2-8=284, 3-8=-9,3-7=296, 3-5=-1501 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 9 and 5. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7) 2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. or Bottom chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. aw 8) Use USP JUS24(With 10d nails into Girder& 10d nails into Truss)or equivalent spaced at 4-0-0 oc max,starting at 2-0-8 from the left end to 19-5-8 to connect truss(es) (1 ply 2 X 4 SPF) to front face of bottom chord. 9) Use USP HJC26(With 16d nails into Girder& 10d nails into Truss)or equivalent spaced at 5-5-12 oc max.starting at 8-0-2 Hs from the left end to 13-5-14 to connect truss(es) 11 ply 2 X 6 SPF), (1 ply 2 X 6 SPF), (1 ply 2 X 6 SPF), (1 ply 2 X 6 SPF) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. # 3w yl, LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-80.0, 2-3=-80.0,3-4=-80.0, 1-4=-20.0 May 31,2002 ®WARmINO-VerVy design parameters and READ NOTES oNTBTS AND REVERSE SIDE BEFORE USE. ANNIE sna! Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB•89 Bracing Specification,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofflo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each Cz c� JS other. � , Q 3. Place plates on each face of truss at each Q"':�*For o ,� joint and embed fully, Avoid knots and wane 4 x 2 orientation, locate 0 o at joint locations. plates /a"from outside edge of a �y V laces a 4, truss and vertical web. WEBS Unless C, o at�/a panel length(otherwise noted,locate chord 6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-Structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ft.spacing, or less, if no ceiling is installed, ICBO 1591, 1329,4922 unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials, 14, Do not cut or alter truss member or plate WS without prior approval of a professional WAS engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. - FORM018,019 GANG-NAIL® CLIP HYDRO,AW@ Job Truss Truss Type Oty Ply MACLE D/CAPE COD FIVE CENTS,HYANNIS 17645R T015 ROOF TRUSS 1 2 13265264 (optional)RELIABLE R R A, 4 s Apr l e n u ,es, Inc. Fri May 24 11: age LOAD CASE(S) Standard Concentrated Loads(lb) Vert:8=-123.5 7=-123.5 10=-254.7 11=-154.7 12=-54.7 13=-79.6 14=-79.6 15=-54.7 16=-154.7 17=-254.7 ®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is tot an lndlvldual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss Ell designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST•88 Quality Standard,DSB•89 Bracing Speci lcation,and HIB•91 iTek® Handling Installing and Bracing Rscommondatlon available from Ttuss Plate Institute,583 D'Onofrlo Drive,Madison,Wl53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C1 " other. o WEBS J5 3. Place plates on each face of truss at each * o „ ,� 3 ; 0 joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o at joint locations, plates /a"from outside edge of a �y V 4. Unless otherwise noted,locate chord splices truss and vertical web. a CA C, u o at�/4 panel length(+ 6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 oANG r4 jL(9) NYnRO.AsR@ r Job Truss Truss Type Oty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T016 HIP TRUSS 1 1 13265265 (optional) RELIABLE BEDFORD MA,02745 4.201 SR1 s Apr 2 2002i e n ustries, Inc. Fri May . :4 Page 1 5-1-10 9-11-12 11-6-1 16-4-6 21-6-0 5-1-10 4-10-2 1-6-E 4-10-2 5-1-10 4x4= Scale=1:39.5 4x8= 3 4 6.00 72 3x4 i 3x4 2 5 a m N 1 6 I� 3x6 II 3x4= 3x6 I 12 11 10 9 8 7 3x4= 2x4// 6x8= 3x4= 2x4\\ 3-6-0 9-11-12 11-6-4 18-0-0 21 6-0 3-6-0 6-5-12 1-6-8 6-5-12 3-6-0 Plate Offsets(X,Y): [1:0-0-7,0-3-5],[3:0-2-0,0-2-4], [4: -5-8,0-2-4], [6:0- -7,0-1-111 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.64 Vert(LL) 0.02 6 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.07 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 8 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 SLIDER Left 2 X 4 SPF No.3 2-1-9,Right 2 X 4 SPF No.3 2-1-9 REACTIONS (lb/size) 11=1075/0-5-8,8=1075/0-5-8 Max Horz 11=-23(load case 5) Max Upliftl1=-635(load case 4),8=-635(load case 5) Max Grav 11=1 144(load case 2),8=1 144(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=474, 2-3=-430, 3-4=-383,4-5=-430, 5-6=474 BOT CHORD 1-12=-409, 11-12=-409, 10-11=149, 9-10=382, 8-9=149, 7-8=-409,6-7=-409 WEBS 2-10=275, 3-10=-65,4-10=2,4-9=-62, 5-9=274,2-11=-1122, 5-8=-1122 NOTES (7) 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 635 lb uplift at joint 11 and 635 lb uplift at joint 8. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Two RT3 USP coonectors recommended to connect truss to bearing wall due to uplift at jt. 1,8. or LOAD CASE(S) Standard `r! am r1 N ♦r Soo May 31,2002 ®1VARmm-VerM design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB•91 �Tek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property F '�a securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca c3 other, � WEBS J5 3. Place plates on each face of truss at each * o LU)\N'4, ; ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o at joint locations. plates I/e"from outside edge of a 4, Unless otherwise noted,locate chord Il truss and vertical web. a p' CS C, Cf. o at I14 panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANr.-NAJL® ffy®Q®.AIIR@ Job Truss Truss Type Oty Ply MA LEOD/CAPE COD FIVE CENTS,HYANNIS 13265266 17645R T017 ROOF TRUSS 2 1 (optional) EL A A, 4. s Apr r e Industnes, nc. Fri May 1 1: :41 0 Page 1 i 7-11-12 7-11-12 3x4 Scale=1:29.5 2 6.00 12 1 3x6 I I 5 SE] 3 3x4= 2x4 2x4 I 3-6-0 7-11-12 3-6-0 4-5-12 Plate Offsets(X,Y): 1:0 -7,0-3-5] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TIC 0.96 Vert(LL) 0.04 1 >981 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.05 1 >861 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight:33 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 7-7-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 SLIDER Left 2 X 4 SPF No.3 2-1-4 REACTIONS (lb/size) 3=100/Mechanical,4=684/0-5-8 Max Horz 4=374(load case 3) Max Uplift3=-1 66(load case 3),4=-526(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=713, 2-3=-55 BOT CHORD 1-5=-623,4-5=-623,3-4=0 WEBS 2-4=-869 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 3. 6) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)4. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �OF a N Soo May 31,2002 ®WARNING-Ver{jy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with Mrtek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction B the responsibility of the erector.Additional permanent bracing of the overall structure Is the iesponslblllty,of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST•88 Quality Standard,DSB•89 Bracing Specification,and HIS-91 M iTe k® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System . ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property 1/48" Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS cs 2. Cut members to bear tightly against each � ca other. o ,� WEBS J5 cc3. Place plates on each face of truss at each Q"'�*For 4 x 2 orientation, locate i ; ¢ joint and embed fully, Avoid knots and wane ; v O at joint locations. plates /s"from outside edge of a �y V 4. Unless otherwise noted,locate chords laces truss and vertical web. a P � o at I14 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, 1�e unless otherwise noted, SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL CLIP TM © 1993 Mitek Holdings, Inc. FORM018,019 GANG-NAIL HyDRO,AgRO Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 13265267 17645R T017G ROOF TRUSS 2 1 (optional) -REUA A,02745 4.20 1 On1 s Apr Z ZVUL IVII I eK Industries, Inc. Fri ay : 4: 1 Page 1 7-11-12 7-11-12 3x4 Scale=1:29.1 2 6.00 12 1 3x4= 3x8 II 5 4 6 7 3 JUS24 2x4/i JUS26 2x4 II JUS24 3-6-0 7-11-12 3-0-0 4-5-12 Plate Offsets(X,Y): [1:0-0-0,0-1-51 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.03 1 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.05 1 >869 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 240OF 2.0E TOP CHORD Sheathed or 7-11-12 oc purlins, except end verticals. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 WEDGE Left: 2 X 4 SPF No.2 REACTIONS (lb/size) 3=111/Mechanical,4=1136/0-5-8 Max Horz 4=367(load case 3) Max Uplift3=-423(load case 3),4=-893(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=848, 2-3=-62 BOT CHORD 1-5=-6391 4-5=-639,4-6=0, 6-7=0,3-7=0 WEBS 2-4=-876 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 423 lb uplift at joint 3. 6)Two RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)4. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Use USP JUS24(With 10d nails into Girder& 10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-2-0 from the left end to 4-2-0 to connect truss(es) (1 ply 2 X 4 SPF) to back face of bottom chord. 9) Use USP JUS26(With 10d nails into Girder& 10d nails into Truss)or equivalent at 6-2-0 from the left end to connect truss(es) (1 ply 2 X 4 SPF) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. ow a LOAD CASE(S) Standard CA 1)Snow: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-80.0, 1-3=-20.0 swo Concentrated Loads(lb) Vert: 5=-254.7 6=-154.7 7=-54.7 May 31,2002 ®WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. wool Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST•88 Quality Standard,DSB•89 Bracing Specification,and HIB•91 M iTe k° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property 1'/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property ._ Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each ca c3 other. 0 ZN� 3, Place plates on each face of truss at each * o ,� ; Qjoint and embed fully, Avoid knots and wane For 4 x 2 orientation, locateO at joint locations. plates I/e"from outside edge of a 4. Unless otherwise noted,locate chords laces truss and vertical web. a p C, c6 o at I/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, IMiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 c;.ewGwuL® r Job Truss Truss Type City Ply MACLEOD/CAPE COD FIVE CEN S,HYANNIS 13265268 171645R T018 ROOF TRUSS 4 1 (optional) RELIABLE R D MA,02745R s Apr 2 2002 MiTek Industries, Inc. Fri May 1 age 1 3x4= r 1-9-7 1 1_9_7 2 2x4 11 Scale=1:19.2 LJ m A 4 3 ,2x4 1-9_7 3x4 i 1-9-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.30 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 240 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 1-9-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 4=75/Mechanical, 3=75/Mechanical Max Horz 4=316(load case 3) Max Uplift4=-31(load case 2),3=-395(load case 3) Max Grav 4=333(load case 3), 3=75(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 1-4=-60, 1-2=0,2-3=-60 BOT CHORD 3-4=0 WEBS 1-3=-0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level, using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 It with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 4 and 395 lb uplift at joint 3. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard p� �or 'rY ow it iA 300 May 31,2002 ®WARNING-Ver(fy design parameters and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrbatlon,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property/ t 3/4 *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties.. All Ye cs TOP CHORDS c� 2. Cut members to bear tightly against each "� other. o WEBS J5 � 3, Place plates on each face of truss at each * _ joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate � v o at joint locations, plates /e"from outside edge of a �h V 4. Unless otherwise noted,locate chords laces truss and vertical web. a p C o at �/4 panel length(+b"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care® should be exercised in handling, TM erection and installation of trusses. CLIP PANEL © 1993 Mitek Holdings, Inc. FORM018,019 GANr'NAII-(a) JfY0R0,A,&R@ r Job Truss Truss Type Qty Ply MAC EOD/CAPE COD FIVE CENTS,HYANNIS 13265269 17645R T019 ROOF TRUSS 4 1 (optional) —RUERISEE TRUSS CO.,NEV� B D R2745 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11:04:42 2002 Page 1 3-9-7 3x4= 3-9-7 2 2x4 Scale=1:14.7 e m N 4 3 i 2x4 I 3-9-7 3x4= i 3-9-7 LOADING (psf) SPACING 2-0-0 CSI DEF:L in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.25 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 3-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-9-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 4=175/Mechanical,3=175/Mechanical Max Horz 4=224(load case 3) Max Uplift4=-73(1oad case 2),3=-151(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-4=-140, 1-2=0, 2-3=-140 BOT CHORD 3-4=0 WEBS 1-3=-0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 4 and 151 lb uplift at joint 3. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I or 's9 ow a CP rr 310 * May 31,2002 ®WARNING-VerVy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consull OST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. 0 WEBS J5 cc 3. Place plates on each face of truss at each * i , ; 0 joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate c) O at joint locations, plates /s"from outside edge of 4, Unless otherwise noted,locate chord splices truss and vertical web. a I C, C6 O at /4 panel length(*6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. iVliTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL OR #ff0R0'A'(R® I Job Truss Truss Type Qty Ply MA LEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T019A ROOF TRUSS 4 1 13265270 (optional) RELIABLE .,NEW BEDFORDA,02745 4.201 SR1s Apr 2 Inc. Fri May 24 1 4:4 2 age 1 5-9-7 5-9-7 1 3x6= 2 2x4 Scale=1:11.7 L F 4 3 TRUSS TO BE USED AS ROOF TRUSS ONLY. 2x4 II PROVIDE ADEQUATE DRAINAGE TO PREVENT WATER PONDING. 3x6— 5-9-7 5-9-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.17 VertfTL) -0.05 3-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-9-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3. REACTIONS (lb/size) 4=275/Mechanical,3=275/Mechanical Max Harz 4=133(load case 3) Max Uplift4=-1 14(load case 2), 3=-131(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-4=-220, 1-2=0, 2-3=-220 BOT CHORD 3-4=-0 WEBS 1-3=-0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 4 and 131 lb uplift at joint 3. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF GWY N # swo May 31,2002 ®WARNING-VerVy design parameter and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mtfek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onolrlo Drive,Madison,Wt 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. A TOP CHORDS 2. Cut members to bear tightly against each ca c3 other. 0 WEBSNO 3, Place plates on each face of truss at each * i ,� ; C3 joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate � o at joint locations. plates 1/8'from outside edge of a 4. Unless otherwise noted,locate chords laces truss and vertical web, a p�, c� at 1/4 panel length(*6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints bt 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, �lliillII® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-MUL QR MYORO,AZR® F Truss Truss Type ty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 13265271 T020 ROOF TRUSS 2 1to tionall TR 4. 1 R1 s Apr ITe n ustrles, nc. Fri May 24 11:04:43 2002 Page 4-10-10 11-1-15 i 4-10-10 6-3-4 4x4 11 Scale=1:29.3 3 4.24 F12 3x4 Gi 2 1 4x4= 3x8 I I 6 7 8 4 SKH24R 2x4 SKH24L SKH26R 5x8= SKH24L SKH24R SKH26L 4-10-10 11-1-15 4-10-10 6-3-4 Plate Offsets(X,Y): [1:0-0-0,0-1-141, [1:0-5-11,0-3-51 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Vert(LL) 0.13 4-5 >572 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.79 Vert(TL) 0.13 4-5 >574 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TO -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight:48 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.3 *Except* 3-4 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF No.2 REACTIONS (lb/size) 4=52/Mechanical, 5=1978/0-7-12 Max Horz 5=366(load case 3) Max Uplift4=-542(load case 3), 5=-1630(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=833,2-3=-145,3-4=-207 BOT CHORD 1-6=-678,5-6=-678,5-7=-678,7-8=-678,4-8=-678 WEBS 2-5=-1067, 2-4=773 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 542 lb uplift at joint 4. 6)Three RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 5. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Use USP SKH24R(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-9-15 oc max.starting at ■■.- 2-10-10 from the left end to 5-8-9 to connect truss(es)(1 ply 2 X 4 SPF) to front face of bottom chord. or 9) Use USP SKH26R(With 16d nails into Girder&NA9D nails into Truss)or equivalent a-8-6-8 from the left end to connect truss(es) (1 ply 2 X 4 SPF) to front face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg.down. ow 10) Use USP SKH24L(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-9-15 oc max.starting at 3-0-12 from the left end to 5-10-11 to connect truss(es)(1 ply 2 X 4 SPF) to back face of bottom chord. 11) Use USP SKH26L(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 8-8-10 from the left end to connect N truss(es) (1 ply 2 X 4 SPF) to back face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 12) Fill all nail holes where hanger is in contact with lumber. 300 LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-3=-80.0, 1-4=-20.0 Concentrated Loads(Ib) Vert: 6=-509.5 7=-309.5 8=-109.5 May 31,2002 ®WARMNO-VerVy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consu8 CST-88 Quality Standard,DSB-89 Bracing Speclllcation,and HIB-91 M iTek° Handling Installing and Bracing Recommendationavalloble from Truss Plate Institute,583 D'Onoftlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. '��� ye, TOP CHORDS �. C7 �� 2. Cut members to bear tightly against each other. o WEBS J5 a: 3. Place plates on each face of truss at each *For , a ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate L) o at joint locations, plates /a"from outside edge of 4, Unless otherwise noted,locate chords laces truss and vertical web. a P c6 o at �/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, ® MiTek® 15.Care should be exercised in handling, TM erection and installation of trusses. C`INEL © 1993 Mitek Holdings, Inc. FORM018,019 Hy0R0.AgR® Job Truss Truss ype Oty Ply ACLEOD/CAPE COD FIVE CEN S,HYANNIS 13265272 17645R T021 FLAT 1 1 (optional) RELIABLE D MA,02745 4.201 SR1s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 :44 0 age 1 a-s-12 as,a 1 3x4= 3x4= 4-6-12 0-1-8 F-1 V 2 Scale=1:32.7 0 N 2x4 11 6x8= 2X4 11 5 3 0-1 12 2-9-8 4-6-12 4,Br4 0-1-12 2-7-12 1-9-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEF'L in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) 0.02 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.10 Vert(TL) 0.02 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1 st LC LL Min Well = 240 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. WEBS 2 X 4 SPF No.2 'Except` WEBS 1 Row at midpt 1-5 1-4 2 X 4 SPF No.3, 2-4 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Harz 5=588(load case 3) Max Uplift5=-4(load case 2),4=-973(load case 3) Max Grav 5=710(load case 3),4=365(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-5=-48, 1-2=53, 2-3=17 BOT CHORD 4-5=0,3-4=0 WEBS 1-4=-138, 2-4=-200 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 973 lb uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard or p� �1 N Soo May 31,2002 ®WARNING-VerVy design pammetem and READ NGTSS oN Tws AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.AddBlonol permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and brocing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper'/ 1'/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securelyseat, J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against each cz Q other. 0 WEBS J5 � 3. Place plates on each face of truss at each * _ ,� a ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o at joint locations, plates /a"from outside edge of a �y V 4, Unless otherwise noted,locate chords laces truss and vertical web. a p c„ C, � o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J6 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190. 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with Uk which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, M iTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDROv9/R® Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS, YANNIS 17645R T022 FLAT 2 1 13265273 (optional) R R A, 1 R1 s Apr :2-2002 MiTek Industries, Inc. Fri May 24 1 4:44 age 1 4-6-12 4,Br4 3x4= 1 3x4= 4-6-12 0-1.8 2 Scale=1:28.2 41 B\/ N � 5 2x4 II 3x4— 3 2x4 11 0-1-,12 2-9-8 4-6-12 W 0-1-12 2-7-12 1-9-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 1.00 Vert(LL) 0.01 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TQ 0.01 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1 st LC LL Min I/dell = 240 Weight: 35 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Harz 5=497(load case 3) Max Uplift5=-40oad case 2),4=-768(load case 3) Max Grav 5=505(load case 3),4=365(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-5=-48, 1-2=62, 2-3=17 BOT CHORD 4-5=0,3-4=0 WEBS 1-4=-142,2-4=-203 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 768 lb uplift at joint 4. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard p� OF �1 iA swo 1k May 31,2002 ®Wmmm-Verify design patanwters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. MINION Design valid for use only with Mtfek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and landed vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrla Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor, property F Ye securely seat. J2 J3 J4 owner and all other interested parties.. A„ TOP CHORDS 2. Cut members to bear tightly against each ca Q other. O ZN Q 3. Place plates on each face of truss at each * o ,� ; 0joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locateo at joint locations, plates /s"from outside edge of a 4. Unless otherwise noted,locate chords laces truss and vertical web. o a P C8 C, � o at 1/4 panel length(+b"from adjacent joint.) BOTTOM CHORDS 5. Unless otherwise noted,moisture content of *This symbol indicates the required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL® 011Iy0p0.AZR® Job Truss Truss Type Oty Ply MACLEOD/CAPE COD FIVE CENTS, YANNIS 17645R T023 FLAT 2 1 (optional) 13265274 RELIABLE ., NE 2745 4.2M SR1s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11: :4 Page 4-6-12 4,9,a i 3x4= 4-6-12 3x4= 70-1-8 Scale=1:23.7 0 h a v 1>111 3 2x4 11 5 2x4 11 0-,1-12 2-9-8 3r= 4-6-12 4,8,4 0-1-12 2-7-12 1-9-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.01 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) 0.01 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1 st LC LL Min I/defl = 240 Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Horz 5=405(load case 3) Max Uplift5=-4(load case 2),4=-597(load case 3) Max Grav 5=335(load case 3),4=365(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-5=-48, 1-2=76, 2-3=17 BOT CHORD 4-5=-0,3-4=0 WEBS 1-4=-149, 2-4=-208 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 597 lb uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard or ow Cn Iwo May 31,2002 ®&WARNING-VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stobilBy during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance recording fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Qualify Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Rocommondationavallable from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ t'/, *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. � TOP CHORDS �. C? C3 2. Cut members to bear tightly against each other. O WEBS Y J5 a: 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o joint and embed fully. Avoid knots and wane � O at joint locations, plates /s"from outside edge of 4. Unless otherwise noted,locate chords laces ca C, truss and vertical web. a P � O at�14 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with Wk which bearings(supports)occur. ® stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. NliTek° 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 G.e.NG �® #JY0R0LA'fR® j r Job Truss Truss Type City Ply MACLEOD/ APE COD FIVE CENTS,HYANNIS 17645R T024 FLAT 2 1 (optional) 13265275 TRUSSB D RD A, 2745 4.201 SR1 s Apr 2 les, Inc. Fri May :4 age 1 4-6-12 4.a,4 1 3x4= 4-6-12 3x4= 20-1-8 Scale=1:19.1 0 N cb 16 A A 5 3 2x4 11 2x4 11 011-12 2-9-9 3x4= 4-6-12 4.8,4 0-1-12 2-7-12 1-9-4 0-1-a LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.42 VertiLL) 0.01 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert,;TL) 0.01 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Horz 5=314(load case 3) Max Uplift5=-4(load case 2),4=-461(load case 3) Max Grav 5=199(load case 3),4=365(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-5=-48, 1-2=99, 2-3=17 BOT CHORD 4-5=0,3-4=0 WEBS 1-4=-162, 2-4=-217 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 461 lb uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard p� or `r9 a N ,K Iwo 'll, May 31,2002 ®WARNING-Veft design parameters and READ NOTES oNT THl3 AND REVERSE SIDE BEFORE USE. �e.O Design valid for use only with MRek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb DAve,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 14 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., All 'fie cs TOP CHORDS c� 2. Cut members to bear tightly against each �- other, o WEBS J5 cc3. Place plates on each face of truss at each * i ,� ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate � o at joint locations. plates /a"from outside edge of a �� V 4. Unless otherwise noted,locate chord splices truss and vertical web. a C8 C, o at�14 panel length(+ 6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ft.spacing, or less, if no ceiling is installed, ICBO 1591, 1329,4922 unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANr'MAIL O HYDRO,ASRR® - Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 17645R T025 FLAT 2 1 13265276 (optional) RELIABLE TRUSS CO., NEW BEDFORD MA,02745 4,201 SR11 s Apr 2 2002 MI ek Industries, Inc. Fri ay age 1 4-6-12 8 3x4= 4-6-12 3x4= 2 0-1, Scale=1:14.6 0 N m N N 5 3 2x4 11 2x4 11 OIL, 2-9-8 3x4= 4-6-12 #8-rl 0-1-12 2-7-12 1-9-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.43 Vert(LL) 0.00 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.00 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1 st LC LL Min I/defl = 240 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Horz 5=222(load case 3) Max Uplift5=-40oad case 2►,4=-360(load case 3) Max Grav 5=97(load case 3),4=365(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 1-5=-48, 1-2=139,2-3=17 BOT CHORD 4-5=0,3-4=-0 WEBS 1-4=-189,2-4=-238 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at.33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 360 lb uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. I LOAD CASE(S) Standard or am +1 300 May 31,2002 ®WARNING-VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,W153719, Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS C� Q 2. Cut members to bear tightly against each other. 0 WEBS J5 a: 3. Place plates on each face of truss at each �*For i ,� a ; joint and embed fully. Avoid knots and wane 4 x 2 orientation, locate � o at joint locations.. plates /a"from outside edge of rl 4, Unless otherwise noted,locate chords lices truss and vertical web. a p ce C, Cfi o at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190. 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018.019 GANG NAIL® O1r1/DRO.AIR® Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FI E CENTS,HYANNIS 17645R T026 FLAT 2 1 13265277 (optional) REUAtTE TRUSS CO.,NEW BEDFORD MA,02745 4.201 SRIs Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11:04:46Page 1 4-6-12 8 3x4= 4-6-12 3x4= 2 Scale=1:10.1 0 m N � 5 B32x4 11 TRUSS TO BE USED AS ROOF TRUSS ONLY. 2x4 II PROVIDE ADEQUATE DRAINAGE M TO PREVENT WATER PONDING. Q-1-12 2-9.8 344= 4-6-12 4-84 T 0-1-12 2-7-12 1-9-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.01 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1 st LC LL Min I/deft = 240 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Horz 5=131(load case 3) Max Uplift 5=-4(load case 2),4=-293(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-5=-48, 1-2=237,2-3=17 BOTCHORD 4-5=0, 3-4=0 WEBS 1-4=-269,2-4=-306 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 It by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 293 lb uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF cw a 3wo May 31,2002 ®WARNdNO-Verbjy design pammeter=and READ NOTES ONTffiS AND REVERSE SIDE B6FORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 �Tek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other, o WEBS , J5 3. Place plates on each face of truss at each o * z ; ; a: joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate O at joint locations. plates /a"from outside edge of a 4. Unless otherwise noted,locate chords laces truss and vertical web. a P o at /4 panel length(+b"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL JfYDR®,A/RO Job Truss Truss Type ty Ply MACLEOD/CAPE COD FIVE CE T ,HYANN 17645R T027 FLAT 2 1 13265278 (optional) RELIABLE TRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11: :47 2002 Page 4-6-12 -8 3x4= 4-6-12 3x4= 2 0-1-8 Scal =1:8.1 co rr o 0 5 >< 4 3 2x4 I I TRUSS TO BE USED AS ROOF TRUSS ONLY. PROVIDE ADEQUATE DRAINAGE 7S TO PREVENT WATER PONDING. P-1-2{4 II z 9.8 3x4= 4-6-12 9-8-4 0-1-12 2-7-12 1-9-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.48 Vert(LL) 0.01 3 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 list LC LL Min I/defl = 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.3 REACTIONS (lb/size) 5=74/0-5-8,4=365/0-5-8 Max Harz 5=92(load case 3) Max Uplift5=-40oad case 2),4=-275(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-5=-48, 1-2=338, 2-3=17 BOT CHORD 4-5=0, 3-4=0 WEBS 1-4=-362, 2-4=-390 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 5 and 275 lb uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF �1 N �r WO May 31,2002 AwmmNO-Verm design parameters and READ NOTES ONTffiS AND REVERSE SWE BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Speciflcatlon,and HIB•91 MiTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 10" t'4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. 0 WEBS J5 a: 3. Place plates on each face of truss at each * o h ; ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o at joint locations. plates /8"from outside edge of a �y u 4. Unless otherwise noted,locate chord splices truss and vertical web. a C, o at�/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dirrrension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mrtek Holdings, Inc. CLIP FORM018,019 GANG+-KWL ay®RO,A'RO Job Truss Truss Type Qty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNIS 13265279 17645R VS1A VALLEY 2 1 (optional) A BEDFORD MA,02745 4.201 SR1 s Apr 2 2002 MiTek Industries, Inc. Fri May 24 :4 age 1 10-0-0 20-M 10-0-0 10-0-0 Scale=1:34.4 4x4= 3 6.00 FIT 2x4 2x4 2 4 1 5 4x4 i 4x4 2x4 6x8= 2x4 11 20-0-0 20-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.53 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 REACTIONS (lb/size) 1=227/20-0-0, 5=227/20-0-0,7=270/20-0-0, 8=571/20-0-0,6=571/20-0-0 Max Horz 1=-19(1oad case 5) Max Uplift =-88(load case 5), 5=-89(load case 5),8=-341(load case 4),6=-341(load case 5) Max Grav 1=255fload case 2),5=255(load case 3►,7=270(load case 1),8=665(load case 2),6=665(load case 3) FORCES fib)-First Load Case Only TOP CHORD 1-2=78, 2-3=-113, 3-4=-113,4-5=-114 BOT CHORD 1-8=24, 7-8=24, 6-7=24,5-6=24 WEBS 3-7=-232,2-8=-425,4-6=-425 NOTES 11 This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Gable requires continuous bottom chord bearing. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 1,89 lb uplift at joint 5, 341 lb uplift at joint 8 and 341 lb uplift at joint 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard or am �1 CFN s10 * May 31,2002 ®WARNING-Ver{fy design parameters and READ NOTES oN TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13/14 *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each _F cz 0:. other, 0 JS3. Place plates on each face of truss at each * i ,� Q joint and embed fully, Avoid knots and wane For 4 x 2 orientation, locatev o at joint locations, plates /a"from outside edge of a �y 4, Unless otherwise noted,locate chords laces truss and vertical web. a Pc6 o at I/4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrfek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 1�e unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. i\/IiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. T'Rmj TM ���0 CLIPE� © 1993 Mitek Holdings, Inc. FORM018,019 GANG-NAIL® fYDR®.a R r Job Truss Truss Type C:ty Ply MACLEOD/CAPE COD FIVE CENTS,HYANNI 17645R VS16 VALLEY 2 1 13265280 (optional) TRUSSD R A,02745 SPIT s Apr 2 2 rtes, Inc. Fri May 24 age 1 8-0-0 16-M 8-0-0 8-M 4x6= Scale=1:27.5 3 6.00 F12 2x4 II 2x4 II 2 4 1 5 ri 3x4 i 2x4 11 2x4 II 2x4 II 3x4\ 16-0-0 16-M LOADING (psf) SPACING 2-0-0 CSI DER in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.22 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/dell = 240 Weight:44 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.3 REACTIONS (lb/size) 1=145/16-0-0, 5=145/16-0-0, 7=360/16-0-0,8=409/16-0-0, 6=409/16-0-0 Max Harz 1=15(load case 4) Max Upliftl=-52(load case 5), 5=-50(load case 5),7=-77(load case 4),8=-245(load case 4), 6=-245(load case 5) Max Grav 1=155(load case 2), 5=155(load case 3),7=360(load case 1),8=489(load case 2), 6=489(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=28, 2-3=-113, 3-4=-113,4-5=-93 BOT CHORD 1-8=38, 7-8=38, 6-7=38, 5-6=38 WEBS 3-7=-286, 2-8=-314,4-6=-314 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 1, 50 lb uplift at joint 5, 77 lb uplift at joint 7, 245 lb uplift at joint 8 and 245 lb uplift at joint 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard low9i) May 31,2002 ,&wm INO-Ver{jy design pamineten and READ NOTES ON Tms AND REVERSE swz BEFORE USB. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be MM Installed and loaded vertically. Applloabiilly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST•88 Quality Standard,DSO.89 Bracing Specification,and HIS-91 iTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property t'/1. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property Ye securely seat. J2 J3 J4 owner and all other interested parties„ ��� TOP CHORDS 2. Cut members to bear tightly against each c2 other, [23 J5 � 3. Place plates on each face of truss at each * ,� ; Ir joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locateO_ at joint locations, plates I/e"from outside edge of a �� u 4, Unless otherwise noted,locate chords laces truss and vertical web. a Pc„ u o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217,91901, 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. iVliTek® 15.Care should be exercised in handling, �IIIIIIIII® erection and installation of trusses. � �� PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GAMG-NAIL Q MY0R0.AZRO Job Truss Truss Type Oty Ply MA LEOD/CAPE COD FIVE CENTS,HYANNIS 17645R VS1C VALLEY 2 1 13265281 (optional) —REUA--BU TRUSS CO., NEW BEDFORD MA,02745 4.201 SR1 s Apr Mr a In ustries, nc. Fri May age 6-0-0 12-M 6-0-0 6-0-0 Scale=1:20.6 4x4= 2 6.00 Fl2 3 i 3x4 i 2x4 II 3x4 12-M 12-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.50 Vert(LL) n/a n/a MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.14 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 30lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.3 REACTIONS (lb/size) 1=290/12-0-0,3=290/12-0-0,4=486/12-0-0 Max Horz 1=-11(load case 5) Max Upliftl=-146(load case 4), 3=-148(load case 5),4=-181(load case 4) Max Grav 1=324(load case 2), 3=324(load case 3),4=486(load case 1) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-52, 2-3=-52 BOT CHORD 1-4=47,3-4=47 WEBS 2-4=-379 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level, using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Gable requires continuous bottom chord bearing. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 1, 148 lb uplift at joint 3 and 181 lb uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF w WO a *-A6 N �r May 31,2002 ®WARNING-Verify design parameters and READ NOTES oN nus AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.AddBbnal permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz c� o WEBS J5 other. a: 3. Place plates on each face of truss at each a"r�*For oz5 ,� ; � ¢ joint and embed fully. Avoid knots and wane 4 x 2 orientation, locate � o at joint locations. plates 1 from outside edge of �y u 4. Unless otherwise noted,locate chord splices truss andd 0 vertical web. � a c8 C, c6 o at I14 panel length(+ 6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. NliTek® 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG NAIL H1Y®RO,ISZR Job Truss Truss Type Oty Ply MACLE D/CAPE COD FIVE CENTS,HYANNIS 17645R VS1D VALLEY 2 1 (optional) 13265282 TRUSSRELIABLE RD MA,02745 4.201 SR1s Apr 2 2002 MiTekIndustries, Inc. Fri May 24 11 :4 age 1 4-0-0 8-0-0 4-0-0 4-0-0 4x4= Scale=1:14.5 2 6.00 12 3 1 2x4 i 2x4 II 2x4 8-M 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.17 Vert(LL) n/a n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight: 19 lb LUMBER ' BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.3 REACTIONS (lb/size) 1=182/8-0-0,3=182/8-0-0,4=303/8-0-0 Max Horz 1=70oad case 4) Max Upliftl=-92(load case 4),3=-93(load case 5),4=-113(load case 4) Max Grav 1=202(load case 2),3=202(load case 3),4=303(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-33, 2-3=-33 BOT CHORD 1-4=29, 3-4=29 WEBS 2-4=-237 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 33 ft above ground level,using 4.0 psf top chord dead load and 1.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 90 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 1,93 lb uplift at joint 3 and 113 lb uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard H of `r9 �X a N �r 300 May 31,2002 ®WARNING-VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicablitly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,election and bracing,consult CST-88 Quality Standard,DSB•89 Bracing Specification,and HIB•91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Calve,Madison,WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., '� Ye TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other. WEBS J5 a: 3. Place plates on each face of truss at each * i 3 ,� ; ; Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate o at joint locations. plates 1/8"from outside edge of a _ truss and vertical web. a 4. Unless otherwise noted,locate chord splices �, o at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses, PANEL TM © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL® HYDRO„auR® - -.� • . n . ••. . • 1WYT.TMWX*T@YA•W1171111111 IT.%RMFTMOAMM LVFMZI Miller,W, •• :......................................................................o.................................................................................................................................................................................................. ................................................................................................................................... .................................................................... ............................................................. :......................................................................+.............................................................. .................................................................................................................................... ......................................................... ......................................................................................................................................... .... ....00•...•.•.•.•.•.•.❖.❖.•.•.❖.•.❖.•.•.•.❖...o..❖.❖.•.❖.❖.❖.•....•..•roo.•.o•.•.•.*..•.o•.•.0000...❖.❖.❖.❖....000000•.;..•.•.•.•.•.•.•.❖..•..•.•.•.•.•.•...❖.•.00•.•. ;:•,:�:;:�:�:�:�:�:•:•:•:•:•:•.•.•.•.•.o•.•.•:•:•:❖:❖:•:❖:❖:•:•:❖:❖:•:::•:::•:::❖:•.•.❖:•:•:❖:❖:•:::•::•:d:•r:•:•:•:•:•:•.❖...•....•.•.❖.•.•.❖.❖.•.•.•.•.o•.•.•...•.o•.•.•.•.•......,.,.,.,.,.,.,.,.,.,.,.,..•.. ..............000•...❖.•.•.•.•.•.•.•.•.•.•.•.❖.•..•....r.•.•.❖.•.•.•.•.•.•...❖....r.•.•.O•r.•.•.•.•.•o;..•...0.•.•.•.•.•.•.•.O..•.•.•.0000•.•...000•.•.•.•.•...❖.•.•.•...0•.•.O•.•:.:• ...•...................................................... .................................................................... :❖.•.o❖.•..•..•.•...•.•.•.❖.000000.00.•.•.....•...•.00•.00000•.o.•.•.•.•.•.•.•.•.00..•.•.;:•.000r.......❖.❖.0000•.•.•.o•.•.o.o.•...•.0000•.❖.o•.00•.•.•.❖.•...•...00•.o•.•..000� ................................................................ ................................................................................................................................................................................................... .!.11..l...!.!.!.!.!.!.!.!.!.!.!.!.!.!.1....11llllllllslllll.!.!.!.!.!.!.!.!.lQ.!.!.!.!.!.!.11sl...11.....1.:..1.. • • • •• • •• :• ••• • • • . .. .. •• R C . ' i r . f ONTHIS AND REVERSE SIDEBFJ?ORLP USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. A pplIcablitly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the :esponsiblilly of the erector.Additional permanent biacIng of the overall structure Is the responsibility of the building designer.For general guidance egaiding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification.and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583. . c Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. '� ye. a TOP CHORDS c3 2. Cut members to bear tightly against each other, WEBS J5 cc3. Place plates on each face of truss at each * i 3 3 Q joint and embed fully. Avoid knots and wane For 4 x 2 orientation, locate v O at joint locations. plates /e"from outside edge of a �� V 4. Unless otherwise noted,locate chords laces truss and vertical web. a P C o at� ce C, 14 panel length('6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek 15® ,Care should be exercised in handling, TM erection and installation of trusses, PANEL © 1993 Mitek Holdings, Inc. CLIP FORM016,019 GANG NAIL® HYAPRO-AIR0 10/17/03 'T CC 5�Falmouth Rd,A Hnnis Y e _r r 0/17!03 p r CC 5, almouth.'RdHyannis . 101 I q �INt �p S Am �'3e"`• is w ! tr;,: 7 +✓ ,I. man*-,�y 4 x yam, i l y-. ��. -��"��. �""• 7 ..it i ws; /b '� y: - 1 f� ��St' ���� ^t� a",seat f ;V�,�]�"�/YAK+f Y�� } �l xh\•+ xah4 y'� t vs *610 i. +A Tp� 10/17/03 CC 5, 209 Falmouth Rd,, Hyannis '� �,r,..> i,n ��, 1i �QVii• `S . + Y F:< _.,v`.^ �.s :_"'+!^ ex,, x c•y .nit� �. ,r. tp4 ';;r�.}' ie,x �'�'� .. ar 0,4 1 i s k •i � w. "\+".c�!krr-Pryb' " ]ra n�Y,�# � �, #Y xl g'!,Y s 1+ — a•��.• i 5tt�at f�1. �11 ra t Nam$r y .xr '_":3.1: 1 q 4 1 i'1ya�"€Yn'��R 1 4° .'+ � �•. t {y ul`yM' y? `£. s f y� n' 44 fc p r r ea boa ir iy w r ., R A 1 Ow sxx• ,.aiw '°.� t .�.� o-,, ...,r.. :'�,R�'.. 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Jy fi h� �j � �r`_.ram ♦ V' ,i�. _'� ,,.r - � esw•,� a' � saw ���C 4 i iti � r.Sptr. fyr�5 v1'i � '=AR,•a � S+'��� � 3,:�: � �a � etc � � `r. t^a��jrH*.r' - _ WRIx�,g-try ® �,w•. �fP �tir"k?'x _ �� k /.y�F F' g'>k %�` _�14a�Ty- yt`.�..i •.,� p, M—isir-WO., L^ : 1 y � � • n ul� 1 } � r rl fl�frt '�^ Al { Y �IJv nl' 141 momrm 41, I �ia���� 7 �_ i IM +�'�1}��pw�yJ r���y�����N'' :���1 ?r'� n�IN,fi.i�• �oni �'F ,:♦ '� A ! ; � 1��1� "`� �M'�I'r��t�i.,f�II�� I \S F' ��� '� .P � Yt +fl. at ,w �. r,. „„ ..".,�''.' �,.. s` =."^-ems' �3@,@�° �«r + "_ s �k''.� •�+�¢ ;�a�c�.�: r'2M� r.,� .l..w `�' r, - '. r'�' �� 1 '^'^;-gar +�' 1�75���• } :; fi e rdr .4 r,.� .i Y3��•i•Y• - s +J ! rlow r DU �` •>.dY +� �y-�:���s � y.� �' 'fix 10/17/03 17 1��`."'," yPi'� .�i T '�IIS+�4f•4�tl� °'!�j 8 � I � I � V[ iL *Ow- I �•:e rt Ay"Is6 ti: } { i g 10/17/03 CC 5, 209 Falmouth Rd, Hyannis u�4 a 17 EXIT• r ti � �f a �a .f F # U Address: LARGE ROLLED PLANS ARE IN BOX .- FOR ARCHIVING. f TOWN OF BARNSTABLE a SIGN PERMIT PARCEL ID 328 237 GEOBASE ID 24609 ADDRESS 207 ROUTE 28 PHONE Hyannis ZIP - LOT PARCEL BLOCK LOT' SIZE ( DBA IN-1 DEVELOPMENT DISTRICT HY PERMIT 21636 DESCRIPTION THE YANKEE WOODWORKER (27 SQ.FT. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50.00 BOND $.00 OkE" CONSTRUCTION COSTS $.00 t 753 MISC. NOT CODED ELSEWHERE * 1ARNS1'ABLE, MASS. OWNER BELL, JACK R & CAROLYN P 1639. A�� ADDRESS 207 IYANOUGH RD ED M1� HYANN I S MA BUILDI DIV ISION /�� B i I DATE ISSUED 03/11/1997 EXPIRATION=,DATE The Town of Barnstable . Department of Health, Safety and Environmental ServicesNANSWUMM lKUM �,� � Building Division date /97 .,` 367 Main Street,Hyannis MA 02601 fee Applic�,ation for Sign Permit �� t, �vo q�- Applicant: It C- Assessor,s no. 3ae of3 Doing Business As: LO d o ephone Sign Location street/road: Zoning District 6 F" -PS Old King's Ifighway District? yes no Property ner•` , Name: �—�2 , Telephone 5DP—7 Address: .2 d ` Q4 Village j ca�,ci►,ca en ~- ' Sign Contractor Name: Telephone 7 7/ l �� Address: 2 V �Z A 1, Village 4M, aIW4 O Description 'Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign to be drawn on the reverse side of this application. ' I Is the sign to be electrified? yes a "&&4 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�0IpCuftffonzed Agent Size )( . ft.s4 Permit Fee ..�U Sign Permit was approved: �' disapproved: Date Signature of Building Official 7a l �lJ V� V Custom Sheds Specialty Wood & Timbers Products 4;K SLid Ld e-9-0-bu CL.& -stAx I\k s O Custom eds Specialty Woo 8� Ti ers Products i I , 51, L �JNC1 .T•_. f�{. i`l'.t'a'iJ i1�1� � 1l►�b�?1 a1.d1S POO V y J U L 2 1 1995 1 74if' �. t wT K .�. U k� s a �, J� `w� t� Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 14 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 05/22/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,70 F Present At Site: Doug MacLeod,MacLeod Brothers Work in Progress /Observations: 14.1 We arrived on site and we found the contractor was in the middle of placing concrete on the second level. (See exceptions.) 14.2 Items 12.4, 12.6, 13.3, 13.4, 13.5, 13.6, 13.7 and 13.13 have been completed and/or corrected and accepted. Action Required/Items to Verify: 11.6 At first level line E-4.5 beam connection,add full length field weld to second side of W 12x16 beam connection. 12.3 Grind out excess weld at the first level tube steel bracing at line 4+E;C-6 12.5 Add plug weld to slotted hole in column b.P.at line C-6. Add plug weld/fillet weld to slotted holes at 5-E. 12.7 At tube steel bracing,add fillet welds to the through plates on the columns and to the gusset plates on the beams. 12.8 At second level line 4-E,submit field repair sketch as to how to weld the through plate to the gusset plate. A 3/8 to 3/4 gap exists between the two pieces. 13.8 Brace welding second level. Add missing brace welds at line 3-E,(brace A&B);6-C,7-C.5. 13.9 Add fillet welds at remaining gusset plates at tube steel bracing. 13.11 We arrived on site and found the contractor placing the first load of concrete with an estimated slump of 8" in the basement. We advised the contractor not to place wet concrete. The slumps estimate thereafter appeared to be satisfactory. 13.12 No concrete field inspector was on site to monitor the slumps and take samples of the concrete mix for today's placement in the basement.. 14.3 The concrete contractor was placing concrete with an estimated 8" slump concrete on the second level. A higher strength concrete was being used in anticipation of the higher slump concrete. Using the higher strength concrete with a high slump will more than likely attain the design strength. However,the high slump concrete will still cause shrinkage cracks. 14.4 We advised the contractor to reposition the wire mesh on the second level so that it is not sitting on the metal deck(no charis provided)as this was not being done. 14.5 No concrete inspector was on site to monitor the slumps and take samples of the concrete on the second level. The field representative from the cocrete supplier fabricated concrete cylinders. Blair Budka Romualdas Veitas,P.E. FIELD'REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree, AM 02184 Phone (78.1) 843-2863 • Fax (781) 849-2065 r Page I o g f I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 11 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 05/06/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,75 F Present At Site: Doug MacLeod,MacLeod Brothers,Inc. Paul Labelle,Hyannis Building Inspector Foreman,Maverick Steel Erectors Work in Progress /Observations: 11.1 The erection of structural steel has begun. An inspection was made for the areas that were completed or nearly complete. (See items to correct.) 11.2 The metal shear studs on the first level were inspected and found acceptable. 11.3 The beam/foundation wall welded end and bearing connections were inspected and found acceptable(first level framing). 11.4 We observed the welding of the diagonal tube bracing to be in progress. Action Required/Items to Verify: 6.3 Several areas of the existing wall exhibit honeycombing. The superintendent stated this will be corrected by barging the wall. 10.2 Add remaining balance at#4 bars each way at vault slab on grade(8"O.C.).(Replaces#5 bars at 12" O.C.) 10.3 Add remaining transition bent bars at vault slab. 10.4 Add remaining sections of wire mesh. 10.5 Box out for column at center of slab. 11.5 Add plug weld fillet welds to column anchor bolts at line E-5. (Column base plate holes were slotted to accommodate bolts.) 11.6 At first level line E-4.5 beam connection,add full length field weld to second side of W 12x 16 beam connection. 11.7 Add side lap screws on first level deck and add puddle welds around perimeter of metal deck. 11.8 Coat base of interior column base plates with asphalic paint. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY. Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 r i l Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: .12 d Pro Cape Cod l p 5 Savings Bank Contractor. MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 05/10/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,75 F Present At Site: Work in Progress / Observations: 12.1 We arrived on site to check on the progress of the steel erection. See items to complete. 12.2 The side laps on the first level metal deck are accepted. Iteems 10.2, 10.3, 10.4 and 10.5 are completed as verified by contractor. Item 6.3 has also been completed Action Required/Items to Verify: 11.5 Add plug weld fillet welds to column anchor bolts at line E-5. (Column base plate holes were slotted to accommodate bolts.) 11.6 At first level line E-4.5 beam connection,add full length field weld to second side of W12x16 beam connection. 11.7 Add side lap screws on first level deck and add puddle welds around perimeter of metal deck. 11.8 Coat base of interior column base plates with asphalic paint. 12.3 Grind out excess weld at the first level tube steel bracing at line 4+E;C-6 12.4 Tighten column anchor bolts in basements on top of first level foundation wall. 12.5 Add plug weld to slotted hole in column b.P.at line C-6. Add plug weld/fillet weld to slotted holes at 5-E. 12.6 Finish T.C.bolting at line 7-E,canopy at rear and right side of building. Roof level T.C.bolting still in progress. Add full length weld to second side of first level beam connection at 4.5-E. 12.7 At tube steel bracing,add fillet welds to the through plates on the columns and to the gusset plates on the beams. 12.8 At second level line 4-E,submit field repair sketch as to how to weld the through plate to the gusset plate. A 3/8 to 3/4 gap exists between the two pieces. 12.9 Add shear studs on second level. 12.10 Add remaining puddle welds on first and second levels. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 - Fax (781) 849-2065 17 Page I of 2 0� 0 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 13 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 05/16/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,75 F Present At Site: Doug MacLeod,MacLeod Brothers Work in Progress/Observations: 13.1 Wee arrived on site for the scheduled placement of concrete in the basement. The concrete was placed in the basement with a pump. We advised the contractor to reposition the wire mesh so that it was at the top half of the slab and this was done. The estimated slump range was between 5 to 6". (See exceptions.) 13.2 We also completed the inspection of the structural steel at the upper levels. See items to correct. Items 11.5, 11.7 and 11.8 were completed or corrected. Action Required/Items to Verify: 11.6 At first level line E-4.5 beam connection,add full length field weld to second side of W 12x16 beam connection. 12.3 Grind out excess weld at the first level tube steel bracing at line 4+E;C-6 12.4 Tighten column anchor bolts in basements on top of first level foundation wall. 12.5 Add plug weld to slotted hole in column b.P.at line C-6. Add plug weld/fillet weld to slotted holes at 5-E. 12.6 Finish T.C.bolting at line 7-E,canopy at rear and right side of building. Roof level T.C.bolting still in progress. Add full length weld to second side of first level beam connection at 4.5-E. 12.7 At tube steel bracing,add fillet welds to the through plates on the columns and to the gusset plates on the beams. 12.8 At second level line 4-E,submit field repair sketch as to how to weld the through plate to the gusset plate. A 3/8 to 3/4 gap exists between the two pieces. 13.3 Finish TC bolts-Roof F2-5,7-C 13.4 W 12x 22 beam at roof 5-E is too short. Add longer clip angles and weld full length both sides of connection,second level.. 13.5 Fix metal deck and/or add missing puddle welds as marked on metal deck with green paint. 13.6 Finish TC bolts second level-3-C(in slab),7-F. 13.7 Cut back metal decking along C,4.8-4 on both sides of shear studs and bang down and puddle weld metal deck (second level). 13.8 Brace welding second level. Add missing brace welds at line 3-E,(brace A&B);6-C,7-C.5. 13.9 Add fillet welds at remaining gusset plates at tube steel bracing. 13.10 Submit field repair sketch for second level gusset plate to through plates Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 y,, igip' f k' fPk Page 2 of 2 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 13 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 05/16/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,75 F 13.11 We arrived on site and found the contractor placing the first load of concrete with an estimated slump of 8" in the basement. We advised the contractor not to place wet concrete. The slumps estimate thereafter appeared to be satisfactory. 13.12 No concrete field inspector was on site to monitor the slumps and take samples of the concrete mix for today's placement in the basement.. 13.13 Make saw cuts in basement slab on grade after placement of concrete. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Faux (781) 849-2065 Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 9 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 0 Client: DRL&Associates,Inc. Date: 04/03/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Cloudy,50 F Present At Site: Rimas Veitas,Veitas&Veitas Engineers,Inc. Work in Progress/Observations: 9.1 The reinforcing at piers C.1/8.2 and C.8/8.2 was inspected. The super was informed that pier cages were to be made smaller and all reinforcing steel was to be extended to the top of wall. Spoke to Doug MacLeod later in the day and he stated this was corrected. 9.2 Item 6.2 was corrected by routing. Action Required/Items to Verify: 6.3 Several areas of the existing wall exhibit honeycombing. The superintendent stated this will be corrected by barging the wall. Rimas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 TOWN OF BARNSTABLE ' SIGN PERMIT PARCEL ID 328 237 GEOBASE ID ' 24609 ADDRESS 207 ROUTE 28 PHONE Hya'hni8 ZIP LOT PARCEL BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 9708 DESCRIPTION BAYSTATE REALTY GROUP � PERMIT TYPE BSIGN TITLE SIGN PERMIT Department of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: TOTAL FEES: $75.00 BOND $.00 CONSTRUCTION COSTS $-00 Q� # HARN3PABLE. f MA$S. OWNER BELL; JACK R & CAROLYN P �ibgq. A�®� ADDRESS 207 IYANOUGH RD . Ep�C1 HYANNIS MA _ .• � BUI DIN DIVISION DATE ISSUED 06/f6/1995. EXPIRATION DATE BY --�I- � Y�c�• I z� DIVISION APPROVALS FOR CERTIFICATE OF.00CUPANCY TO BE SIGNED BY EACH DIVISION HEAD UPON COMPLETION i BUILDING:. r a y ` DATE: COMMENTS:F PLUMBING:. < -� DATE: COMMENTS: ELECTRICAL: DATE: COMMENTS: GAS: DATE: COMMENTS: CONSERVATION: "DATE: COMMENTS: OKH: DATE: COMMENTS: HISTORIC: DATE: COMMENTS: FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: TURN THIS IN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFFS AV COMPLETED.A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AT THAT TIME. ` TOWN OF. BARNSTABLR SIGN PERMIT PARC,EL'.1.ID 328 •237 CROBASE 1D 24603 ADDRE£S 207 ROUTE 2E3 PHONE annis ZIP ,LOT PARCEL BLOCK LOT SIZE DBA DEVELOPMENT, ' DISTRICT RY i PERMIT 9708 DESCRIPTION BAYSTATE REAVrY GROUP PERMIT TYPE BSICN TITLE SIGN PERMIT Department of Health, Safety S CONTRACTORS: and Environmental Services i ARCHITECTS TOTAL FEES: 7 .00 ND $.O , CONSTRUCTION COSTS $"00 ;>aATuvsrA>a><.�, MASs. OWNER BELL, JACK R & CAROLYN P ED � ADDRgSS 207 IYANOUGH 'RD' HYANNIS MA BUIp DIN DIVISION DATE ISSUED 08/.1.5/1355 EXPIRATION DATE BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR _ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. i 1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 I I I I I I 2 2 2 II I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS, THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION: NOTED ABOVE. TION.' 508-790-6227 1 I I BUILDING PERMIT �'��, Y TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION Map Parcel Permit# �� �5 Health Division Date Issued Conservation Division Fee 4Z!3.«a Tax Collector •• > �.. • ._ Treasurer. Planning Dept. Date Definitive Plan Approved by Planning Board r Historic-OKH Preservation/Hyannis Project Street Address Village '`f +��� Owner '1 ��LL 13&(` Address ao-7 Telephone Permit Request eo—c— r11��a Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost c5?:� Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Multi-Family(#units) Age of Existing Structure 36 vS Historic House: ❑Yes . §Oo On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl 30kWalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Numberof umber of Baths: Full: existing new Half:existing new Bedrooms: existing new C Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes ❑No If yes, site plan review# Current Use Proposed Use i f BUILDER INFORMATION Name S3 Telephone Number _2 7 7e30 1 Address ��� License# LI ®+M K�4 I/tG& c, Home Improvement Contractor# 130 717 Worker's Compensation# ALL CONSTRUCTION DE RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO • f SIGNATURE DATE t S FOR OFFICIAL USE ONLY - 4 PERMIT NO. DATE ISSUED = t MAP/PARCEL NO. .. f _ -•may. ADDRESS :- `'� t+ ' '' VILLAGE ' OWNER" h a DATE OF INSPECTION •y "'__���iii111 � E <<; FOUNDATION i FRAME } t' INSULATION ! ' r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f GAS: ROUGH 'FINAL ' , i "+ FINAL BUILDING DATE CLOSED OUT `t ASSOCIATION PLAN NO. °"" P°F IME The Town of Barnstable 9�A ' �0� Department of Health Safety and Environmental Services rED 3;9. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 50&790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ^ 6® Estimated Cost 21 Z60, ®O oZo ire �� �ir�c i Address of Work: ! rr Owner's Name: Date of Application: 1 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED ADER PENALTIES OF PERJURY I hereby app y or ermit the age the owner: Date Contractor Name Registration No. I Z QCe Date Owner's Name q:forms:Affidav The Commonwealth of Massachusetts = Department of Industrial Accidents _ - 600 Washington Street Boston,Mass 02111 Workers' Compensation Insurance davit name• tF_�- 1 S5 f Gt G location- I I LL,OCAO U 7 7 S_ 2a, city yhone# 70 ❑ I am fhomeowner performing all work myself. I-am a sole etor and have no one worldz in anv acity I am an employer providing workers' compensation for my employees wariang on this job. comp" ::;:>:,» ... ..........:.:::..::::: .....:::::.:: cites phone# cv#.. insurance co. - /%/%/ ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: :;:.:... ....... . con anv name. ad dress. .. ::::::::::::: v:.v::::::.. ._::.v:::.v::.:.:::::::::::::::::::::::.::............ 4X4.w:::mv:::n:•::: •.:.:: `-i?i'i:':;.:is;:;-tf:: �i iiii?ii:iiii'Yii::iiiiiii:::>Yji:.....ii::iiiii:v:'!:::::::?ii:i:::Si::•iii:::};:: iii:y;?:ii-:O ;.>.:;::::::::::;:.;;<.:;:; ..:.: ;:,>::::>:<>::;;.;::::; hone ....................... ..:..................:...:..........................:.:......:::..::::.::.: . insnranco :..:...::,:;:.:.:.:.,.;;:..... . .....::.:....:.::.::.:..::......::. ce : .:::..::..::..:.......:.: ::.:::.: .:.:.,.:::::::::,::.. olicv FEE . »':::::< :> »<:: ><<:s::>>`r»»<:>:«::>`:::: ::>::>:>::>:>:::::>:<.:<:>::: :>::»::»::>::>::»::::::;:>:::;: ;:;;:::>::;;:-;:•;:•:;.:;;:.;:;•;;::�:;•:.»;:;:..;>;:;:. ;:.;:.:::::::;;-::.:>;:........... ........:;:>�;:::>:<::;:>;;;; ;;;.;::>:: ....... »:::< >:::.<::<:>:>�:»:::<:»:;::;;:<: ::<;:::::>:«:>��;:;>:>::>:�>:><::::>��: : ::;:.;:.:::::>:::->:::>::>� hone city. n ..................................................... ............................................. :.:..:....:::.:.: 0 :......... .. ..:.: . insurance:co:::::.:...:...<;<.:-;:.;:<.:.:.;>:<.:;..:.;:.>:.�<;;<:::. Failure to secure coverage as requited under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine np to 51,500.00 and/or one years'lmprisonm as well as dva penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this stater- be forwarded to the Office of Investigations of the DIA for coverage verification 1 do hereby cerd! the pains penalties of perjury that the information provided above is&w.and coned ----� Date � Signature — Print name 1 C� A166 ��7 S.� Phone# f 11111 official use only do not write in this area to be completed by city or town ofndal city or town: __ permwlicense# QBnilding Department ❑Licensing Boprd ❑checkif immediate response is required ❑Selectmen's O®ce QHealth Department contact person: phone#; ❑Other (revved 9/95 PIA) O 1/�GLYN/�►i o9Lf!«�2�(�L O�i//GG 6GZC' ��Q 6 and of Building Regulations and Standards One Ashburton Place - Room 1301 Boston , Massachusetts 02108 Home Improvement Contractor Registration Registration: 130717 Expiration: 04/10/2002 Type: Individual HOME IMPROVEMENT CONTRACTOR . Registration: 130717 RICHARD T . WEISS JR . Expiration: 04/10/2002 RICHARD WEISS JR . Type: Individual 27 FOSTER RD . HYANNIS MA 02601 RICHARD T. NEISS JR. RICHARD NEISS JR. FOSTER RD. ADMINISTRATOR HYANNIS MA 02601 i X,10 Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 5 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 03/12/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny Present At Site: Doug MacLeod,MacLeod Brothers,Inc. Work in Progress/Observations: 5.1 We reinspected the foundation wall at line 4,C-E; 1-2,C-F;B.8-C,2-4 and the footing steel at line 4.1-B; 4.1-A;3.l-A; 3.1-B;C.1-8.2. We found this work to be acceptable. Item 4.3 was corrected and accepted. 5.2 Concrete was placed at the above-noted areas shortly thereafter. Site personnel was on site to monitor the slump at the concrete. 5.3 New pier dowels were drilled into place at piers line E-1 and D-1 and set into epoxy at the correct locations. 5.4 Items 2.2,2.4,2.9,2.10,2.11 and 2.12 were also corrected. S Action Required/Items to Verify: 1.2 We made a partial inspection of the existing footings recently placed. We pointed out to the superintendent where several wall dowels are missing and should be corrected by drilling the dowels and setting them in epoxy. Line E.9-3,4-E.9 and 5-F.2. 2.3 Where top of piers are dropped 8",drop the#6 corner bars 8" as well to just below top of pier. 2.5 Add 6#6 horizontal bars at top of wall(below the beam pocket)at wall 7,C-D. 2.6 Make sure inside steel mat and outside steel mat have 2" of clearance to face on both sides. 2.7 One-inch diameter column anchor bolts--make sure the double nut on the bottom of the bolt is wench tight and sits inside the pier cage. 2.8 At all beam pockets in wall,cut horizontal and vertical steel and add one#6 horizontal below beam pocket. Blair Budka Romualdas Veitas,P.E. FIELD-REPRESENTATIVE- REVIEWED BY g Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 d Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 4 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 ,Q Client: DRL&Associates,Inc. Date: 03/08/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,45 F Present At Site: Doug MacLeod,MacLeod Brothers.Inc. Work in Progress/Observations: 4.1 We made a preliminary inspection of the wall steel for the sections as noted on 1-2,C-E;B.8-C,2-4.8;4,C-E. For the most part the steel(which was still in progress)was found to be acceptable. (See items to fix.) 4.2 Do not backfill high foundation wall until steel beams are erected or provide adequate bracing on the inside of the wall. 4.4 Items 1.3 and 1.4 have been corrected. Action Required/Items to Verify: 1.2 We made a partial inspection of the existing footings recently placed. We pointed out to the superintendent where several wall dowels are missing and should be corrected by drilling the dowels and setting them in epoxy. Line E.9-3,4-E.9 and 5-F.2. 2.2 At all pier locations add ties at top of piers. 2.3 Where top of piers are dropped 8",drop the#6 corner bars 8" as well to just below top of pier. 2.4 Add#6 horizontal bars at top of wall at 7-8E;6,E.8-17. 2.5 Add 6#6 horizontal bars at top of wall(below the beam pocket)at wall 7,C-D. 2.6 Make sure inside steel mat and outside steel mat have 2"of clearance to face on both sides. 2.7 One-inch diameter column anchor bolts--make sure the double nut on the bottom of the bolt is wench tight and sits inside the pier cage. 2.8 At all beam pockets in wall,cut horizontal and vertical steel and add one#6 horizontal below beam pocket. 2.9 At new footing on top of existing footing at F,2-3 add diagonal#6 bars(2 each)and add vertical wall dowels. 2.10 Reposition the inside steel at wall section E.8,5.5-6 so that the clearance to the forms is 2"and not 8". 2.11 Fix partially undermined footing at 2-F by adding concrete on side of footing. 2.12 Add hair pin U-shaped bars at all imbed plates in foundation wall. 4.3 Fatten up pier at line C-2,so as to provide minimum 2"clearance for the steel. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE _<"� REVIEWED BY ZJa ' Veitas'+'Veitas Engineers, Inc. 639 Granite Street • Braintree,MA'02184 Phone (781) 843-2863 • Fax (781) 849-2065 r Page 1 of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 2 Project: Cape Cod 5 Savings Bank Contractor: DRL&Associates,Inc. Route 28 2 West Street,Suite G Hyannis,MA Weymouth,MA 02190 Client: MacLeod Brothers,Inc. Date: 03/01/02 63 Reservoir Park Drive Rockland,MA 02370 Temperature/Weather: Sunny Present At Site: Doug MacLeod,MacLeod Brothers Work in Progress/Observations: 2.1 We checked the foundation,.wall steel k line 7-8,C-F;E.8-F; 5.5-7. (See items to correct.) 2.13 Elevator wall steel--accepted. � v Action Required/Items to Verify: 1.2 We made a partial inspection of the existing footings recently placed. We pointed out to the superintendent where several wall dowels are missing and should be corrected by drilling the dowels and setting them in epoxy. Line E.9-3,4-E.9 and 5-F.2. 1.3 Also,the wall dowels for the wall at line B.8,3.1-3.5 are spaced 2"to 3"apart instead of 8"apart fora 12"thick wall. This can also be corrected by drilling in new dowels into the footing at this location. 1.4 Alongthe footing at F 2-2.5 we observed that the footing was not backfilled as et. However,we g g Y , discovered that the thickness of the footingat the stepped locations vertical o horizontal)pp ( _ t, was only'1 'to 2 The superintendent was informed of the situation. V.&V wreview.` 2.2 At all pier locations add ties at top of piers. 2.3 Where top of piers are dropped 8",drop the#6 corner bars 8"as well to just below top of pier. 2.4 Add#6 horizontal bars at top of wall at 7-8E;6,E.8-F. 2.5 Add 6#6 horizontal bars at top of wall(below the beam pocket)at wall 7,C-D. 2.6 Make sure inside steel mat and outside steel mat have 2"of clearance to face on both sides. 2.7 One-inch diameter column anchor bolts--make sure the double nut on the bottom of the bolt is wench tight and sits inside the pier cage. 2.8 At all beam pockets in wall,cut horizontal and vertical steel and add one#6 horizontal below beam pocket. 2.9 At new footing on top of existing footing at F,2-3 add diagonal#6 bars(2 each)and add vertical wall dowels. 2.10 Reposition the inside steel at wall section E.8,5.5-6 so that the clearance to the forms is 2"and not 8". 2.11 Fix partially undermined footing at 2-F by adding concrete on side of footing. 2.12 Add hair pin U-shaped bars at all imbed plates in foundation wall. Blair Budka '1.., j Romualdas Veitas,P.E. FIELD REPRESENTATIVE'; REVIEWED BY oc e.v r ..Veitas+Veitas Engineers;.Inc. 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 - Fax(781) 849-2065 r 4° Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3 Project: Cape Cod 5 Savings Bank Contractor: DRL&Associates,Inc. Route 28 2 West Street,Suite G Hyannis,MA Weymouth,MA 02190 Client: MacLeod Brothers,Inc. Date: 03/04/02 63 Reservoir Park Drive Rockland,MA 02370 Temperature/Weather: Sunny,45 F Present At Site: Doug MacLeod,MacLeod Brothers Work in Progress /Observations: 3.1 We.arri7✓ed or site to xeirispect the previous punch items noted on Report dated 3-1-02. The contractor is in the process of making the repairs. The concrete placement was rescheduled for the following day. Action Required/Items to Verify: 1.2 We made a partial inspection of the existing footings recently placed. We pointed out to the superintendent where several wall dowels are missing and should be corrected by drilling the dowels and setting them in epoxy. Line E.9-3,4-E.9 and 5-F.2. 1.3 Also,the wall dowels for the wall at line B.8,3.1-3.5 are spaced 2"to 3"apart instead of 8"apart for a 12"thick wall. This can also be corrected by drilling in new dowels into the footing at this location. 1.4 Along the footing at F,2-2.5 we observed that the footing was not backfilled as yet. However,we discovered that the thickness of the footing at the stepped locations(vertical to horizontal)was only 1 to 2". The superintendent was informed of the situation. V&V to review. 2.2 At all pier locations add ties at top of piers. 2.3 Where top of piers are dropped 8",drop the#6 corner bars 8"as well to just below top of pier. 2.4 Add#6 horizontal bars at top of wall at 7-8E;6,E.8-F. 2.5 Add 6#6 horizontal bars at top of wall(below the beam pocket)at wall 7,C-D. 2.6 Make sure inside steel mat and outside steel mat have 2"of clearance to face on both sides. 2.7 One-inch diameter column anchor bolts--make sure the double nut on the bottom of the bolt is wench tight and sits inside the pier cage. 2.8 At all beam pockets in wall,cut horizontal and vertical steel and add one#6 horizontal below beam pocket. 2.9 At new footing on top of existing footing at F,2-3 add diagonal#6 bars(2 each)and add vertical wall dowels. 2.10 Reposition the inside steel at wall section E.8, 5.5-6 so that the clearance to the forms is 2"and not 8" 2.11 Fix partially undermined footing at 2-F by adding concrete on side of footing. 2.12 Add hair pin U-shaped bars at all imbed plates in foundation wall. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 r 1 \\ �oFINE, Town of Barnstable NAP °� Regulatory Services BABNSTABLE, • Thomas F.Geiler,Director Building Division 3 U 2001 a prEDNw+s B1111 g OCT Peter F.DiMatteo. Building Commissioner, 367 Main Street, Hyannis,MA 02601 .;,_._ ,}.^::_ ;, NS IABLL Office: 508-862-4038 Fax:. 508-790-6230 October 29,2001 Attorney Meyer Singer PO Box 67 Dennisport,MA 02639 Re: SPR 067-2001,CC 5;,209 Route 28,.Hyannis R311-075 &076, 310-302&"303 Proposal: Modification of Quaker Lane layout on approved site plan(SPR039-01) Project: Demolition and reconstruction of banking facility with drive-up provision. Dear Attorney Singer; Please be advised that the revised Site Plan Review application was approved administratively on this date with the following conditions: The applicant shall comply with all Board of Health regulations. The applicant shall provide a raised and extended triangular island at the entrancelexit onto Falmouth Road. The design shall discourage left turns onto Falmouth Rd. Directional signage shall be provided through out the parking lot including the complete definition of travel lane. . In addition,the Commissioner has recommended the installation of a-spe_gdbump on the west side of the facility as a preventive measure for potential collision with automobiles entering the drive through lane from the right. This application is pending before the Zoning Board of Appeals. Sincerely, - Robin C. Giangregono SPR Coordinator i °Eta t Town of Barnstable Regulatory Services '" MASS, Mass. Thomas F.Geiler,Director M 3�°��� Building Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 31, 2001 Attorney Myer Singer PO Box 67 Dennisport, MA 02639 Re: SPR 067-2001, CC 5, 209 Route 28, Hyannis R311-075 & 076, 310-302 &303 Proposal: Modification of Quaker Lane layout on approved site plan(SPR039-01) Project: Demolition and reconstruction of banking facility with drive-up provision. Dear Attorney Singer; Please be advised that this application was approved at the Site Plan Review hearing on August 30, 2001 with the following condition: The applicant shall comply with all Board of Health regulations. As you are aware this application was referred to the Zoning board of Appeals. Sincerely, t Robin C. Giangregorio SPR Coordinator Town of Barnstable °^ Regulatory Services saar'STaBLL Thomas F.Geiler,Director Mass. 9�DrE 039. i Building Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 July 30, 2001 Attorney Andrew Singer PO Box 67 Dennisport, MA 02639 Re: SPR 039-2001, CC 5, 209 Route 28, Hyannis R311-075 & 076, 310-302 &303 Proposal: Demolition and reconstruction of banking facility with drive-up provision. Dear Attorney Singer; Please be advised that this application was approved at the Site Plan Review hearing on May 3, 2001 with the following condition: The applicant shall comply with all Board of Health regulations. As you are aware this application was referred to the Zoning board of Appeals. Sincerely, Robin C. Giangregorio SPR Coordinator I ' -12 �a pe Cape Cod's Cdd P.O.Bog 10 • Orleans,Massachusetts 02653-0010 • 508-240-0555 Community Bank MembeC. .M Since 1855 THE CAPE COD FIVE CENTS SAVINGS BANK TOM OF BARNSTABLE March 14, 1995 BUILDING DEPT • F MAR �: 6 Ralph Crosse Building Commissioner; 1 P g .,, ;1 Town of Barnstable L 367 Main St. Hyannis, MA 02601 Dear Mr. Crossen: This letter is to reaffirm to you, in writing, our intentions to install a Drive-up ATM at our Hyannis Branch at the location indicated on the attached drawing. As per our conversation at the Town Hall last Friday, there is no excavation or other such soil disturbance involved, as we would be using an overhead pneumatic tube to "feed" the cash to the unit. We would estimate that this would take place in late April or early May. Please contact me at 508 240-0555 ext. 238 if you have any questions or concerns. Yours truly, Alan S. Campbell Facilities Director i I W _ yS !! zg F CL CID c.> :o I a it i I, I r�4 j � !AIL N I I i • 1- I � I 9 I C-1 I _ i 1 - I y�FtMEr TOWN OF BARNSTABLE 31AMSTAM : Office of the Building Inspector rUiuL mop 1639. Date January 3.8, 1995 Fee $75.00 Permit No. 95-14 PERMIT TO ERECT SIGN IS HEREBY GRANTED TO Cape Cod Five Cents Savings Bank D/B/A Cape Cod Five Cents Savings Bank LOCATION 209 Falmouth Road, Hvannis' ANY VIOLATION OF THE SIGN LAW WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT !/` f�Bullding,,Inspector �1• .Pt'RrsIT Igo_ _ h;:ia- DING DEPhRTPjj:'N1 361 MA111 STREET HYANNIS, mA 02601 APPLICATION FOR SIGN PERHIT Cape Cod Five Cents Savings Bank -.:,ASSESSOR'S NO.: Map 311. P.. 076 APPLIc.AXT: P Mr. Kevin Kelley, Manager 775-4400 DOING BUSINESS As: same TELEPHONE: SIGN LOCATION Street/Road: 209 Falmouth Road, Hyannis BONING DISTRICT: HB OLD KING'S HIGHWAY DISTRICT? yes no XX PROPERTY OWNER Name: Cape Cod Five Cents Savings Bank Address: P. .0. Box 10. City: Orleans state: MA zip: 10653 Tel. No.: 240-0555 SIGN CONTRACTOR Plymouth Sign Co. Names Address: 63 Old Main St. , P. 0. Box 134 city: So. Yarmouth State: MA zip: 02664 Tel. No.: 398-2721 DESCRIPTION DIAGRAM of LOT SEO*a*;G IACATI(R OF BIIZLDZNGS AND EXISTING SILKS WITS 1)1HE tSZONS� IpCATZO: SIZE OF THE trew SICK TO Be DRl.�.'H OH TEE REVERSE SIDE OF THIS APPLICATION. Is the sicn to be electrified? yes no X (No-r: If yes, a wiring pernit is rec;= I hereby certify that I am the ou-ner or that I have the authority of the <r mer to =ake application, that the in=or--.ation is c4Cen c: that the use a:.d construction shall con: the provisions of section S-3 of the Tvrnstable zoninc ordinances. Cape Cod FivSavings BankNov. 1994 by:Date sicnature o e d t.gent Myer R. Singer, Atto y fCod Five Cents Savings Bank For Office use size (sc- '4Z4Ter-nit FCC 0�J F pproved tl Disapproved Date sign ure of guildi o of al K2St< ' s4 ' � � • fix. 7.f, 13 • ) •, ' Fit �s '�Y ».;•, td S" S,�i v ♦ .d1yIP. ./.'S�cam' �''iF \. � I rti��d�a+Mvr ��•��'�(tJ� �. :�^i '�'y 'Md,�,ti"t'...t•y v�nf R'^'..;f... dd �� � t"' •� +�• -� �1,y�atf'.sd'�"�� ,.� �.''��t ,,.t ' .n�xn-Ay.�F,.i'n.� )'�i'hf fi.. ....v..�..•.w.t Gp� iJ. -..'P �, •a, / &f. L:r .as "�� +�F. �";;y'�.u.r„�?�i df`!}Fi� '��`S`fi�lq.. � rZ� �� ,�'fd'r5'�`t ti � � •• p} �G , , � '.�'n♦i. 1 �O\L 1 t t: i Al pp'.. I ; - � � ''�'�� ' .fit ��A��°"1•, � ��v��u}�{ F�'qp�,- ti tylga. '� • rµ ...5 +L^`-R•.. ',uao'..d4f,� '5 + ,. ;"�� � r f Ri" NI �\ .�..e'r^>r•T1""im.A:.:-:•:.S ,a.67.'"`ai..vG.x d. n•Fa.:..i ..•,..,,. v. -'9 rtv;'�y - F ` � ' •.. - a jar �" `� ��,, 9yfi��•zi�,s.,. �� :}��'��a � �„�tb"' �: ' . -- LYI�OLtTH OLD MAIN STREET • SOUTH YARMOUTH • MASSACHUSETTS 02664 TELEPHONE 508-398-2721 FAX 508.760-3130 ^k .-HHyou im im 101 a T • Lk " I I F) ASSOCIATES INC. ARCHITECTS March 21, 2002 2 West Street Mr. Thomas Perry Suite G Building Inspector Weymouth,MA Town Office Building 02190-1861 367 Main Street (781)331 8541 Hyannis, MA 02601 Fax(781)340-6051 { www.drlarchitects.com RE: Cape Cod Five Cents Savings Bank— L7:1 Falmouth Roads Donald R.Lonergan,AIA Dear Mr. Perry: Scott R.Towne,AIA Thomas E.Chiudina,AIA The Owner for the above referenced project has requested a number of revisions. Enclosed are revised Construction Document sheets Al through A3, A7 and A8. The basement and first floors have minor partition changes. The second floor partition layout is significantly redesigned. Although none of these revisions have changed the footprint of the proposed building,there are two noteworthy items to point out. Stair number 1 (to the left of the elevator)has a proposed convenience door (#41) from the public lobby. For security reasons door number 16 is for exit only. The Client would prefer to have glass in this new opening from the lobby. To maintain the fire rating of the stair a 90-minute fail-safe fire shutter is proposed beyond the glass opening, within the rating of the stair wall. Is this acceptable? The Construction Documents also specify wood balusters within, this stairwell, does that violate the code? At the second floor opening, door number 57, has not changed, however a fail-safe hold-open is proposed. The other item is the elimination of the second floor balcony area over the main entrance. This space will now be a conference room. The building specifications chart on sheet T-1 did not identify this balcony as a deduction even though it is acceptable to. Regardless the calculated building area is 141 square feet under the allowable 10,000. The floor area filling this balcony area is less then 100 square feet. There are two site items to consider at this time. As a condition to the ZBA approval, interior vehicular traffic signage and any speed bumps would be reviewed and approved by the Building Commissioner. The Construction Documents contained a Traffic Signage Plan; sheet A-TS, which will be provided as specified. In addition the enclosed.sketch locates a 5' length of cast-in place concrete rumble strips to discourage high speeds along that stretch of driveway. ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT —2— March 21,2002 �po ASSOCIATES INC. ARCHITECTS The second site item is the addition of an electrical generator. Not withstanding utility company approval; also shown on the enclosed sketch is the proposed location, along with the required transformer. Please note that these units only reduce the green space by 0.14%. Please call me at your convenience to discuss the proposed changes. I am willing to meet at your office as well if you so desire. Respectfully, Thomas E. Chiudina, AIA Enclosures: 6 BANS. SIGN D I I �I ❑ I I I � I I O F- Q w z w PROPOSED BANK ° I I I I i o I L ®- - ®---- \ I N B f I \ 0 C.I.P. CONC. RUMBLE STRIP BIT. TO STOP ON EA. SIDE Cape Cod Five Cents Savings Bank New Hyannis Branch/Office Building o� Rev: 1 —Sheet A-TS 03-21-02 scale: 1"=20'-0" SIGN A EA DE-3-/ DRL Associates, Inc. Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1 Proiect: Cape Cod 5 Savings Bank a.6� Contractor: DRL&Associates,Inc. Route 28 - ^( �� 2 West Street,Suite G Hyannis,MA t Weymouth,MA 02190 Client: MacLeod Brothers,Inc. Date: 02/27/02 f 63 Reservoir Park Drive Rockland,MA 02370 Temperature/Weather: Cloudy,Rain 45 F Present At Site: Dan MacLeod,MacLeod Construction Work in Progress/Observations: 1.1 The reinforcing bars for the foundation wall at line 7 ando C-F. Some minor corrections were made to the steel at the corners as requested prior to the erection of the formwork. Action Required/Items to Verify: 1.2 We made a partial inspection of the existing footings recently placed. We pointed out to the superintendent where several wall dowels are missing and should be corrected by drilling the dowels and setting them in epoxy. Line E.9-3,4-E.9 and 5-17.2. 1.3 Also,the wall dowels for the wall at line B.8 3.1-3.5 are spaced "p 2 to 3 apart instead of 8 apart for a 12"thick wall. This can also be corrected by drilling in new dowels into the footing at this location. 1.4 Along the footing at F,2-2.5 we observed that the footing was not backfilled as yet. However,we discovered that the thickness of the footing at the stepped locations(vertical to horizontal)was only 1 to 2". The superintendent was informed of the situation. V&V to review. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY f Veitas + Veitas Engineers,Inc. - 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 - Fax(781) 849-2065 r Yt Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 6 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Reute U c � � ® P\ 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 03/20/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Cloudy,35 F Present At Site: Doug MacLeod,MacLeod Brothers,Inc. Work in Progress/Observations: ov 6.1 The reinforcing bars for the foundation wall at line 2-5.3;E.8-F.2;3,E-E.8 were inspected. After making some minor corrections,we found the steel to be acceptable. The contractor stated that the third vertical layer of steel at the top center of walls as noted in section 7/S4.1,9/S4.1, 10/S4.1 will be installed during the placement of concrete. 6.4 Items 1.2,2.3,2.5,2.6,2.7 and 2.8 have been corrected or completed. Action Required/Items to Verify: 6.2 At the top of piers 7-1)and 7-E,a sizeable void exists. This can be corrected by drypacking void with patch material of equivalent strength. Use a neat cement slurry paste as a bonding agent. 6.3 Sevetal areas of the existing wall exhibit honeycombing. The superintendent stated this will be corrected bytarging the wall. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY f Veitas+ Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 , K ' 7 Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 7 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 , 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 03/25/03 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Cloudy,40 F Present At Site: Doug MacLeod,MacLeod Brothers,Inc. Work in Progress/Observations: 7.1 We checked the steel for the P3 piers at lines F.5-3.7;F.5-5.3. We found this steel to be satisfactory. '- 7.2 Concrete was placed at the above-noted locations thereafter. Action Required/Items to Verify: 6.2 At the top of piers 7-D and 7-E,a sizeable void exists. This can be corrected by drypacking void with patch material of equivalent strength. Use a neat cement slurry paste as a bonding agent. 6.3 Several areas of the existing wall exhibit honeycombing. The superintendent stated this will be corrected by targing the wall. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 4 "r Page I of I STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 8 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 03/27/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,45 F Present At Site: Doug MacLeod,MacLeod Brothers Foreman,Concrete Contractor Work in Progress /Observations: 8.1 The reinforcing bars for the foundation wall at line B.8-C,4.5-G.5 were inspected. After making some minor corrections to the steel,we found the steel to be in compliance with the contract documents. The concrete was placed at the above-noted area shortly thereafter. Action Required/Items to Verify: 6.2 At the top of piers 7-D and 7-E,a sizeable void exists. This can be corrected by drypacking void with patch material of equivalent strength. Use a neat cement slurry paste as a bonding agent. 6.3 Several areas of the existing wall exhibit honeycombing. The superintendent stated this will be corrected by urging the wall. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 - Fax (781) 849-2065 .✓Xssessor's Office 1st floor Map Lot 7 to Permit# 3r0� Conservation Office Oth floor Date Issued Board of Health Ord floor) Engineering Dept. (3rd floor) House# Planning Dept. (1st floor/School Admin.Bldg.): sMMSTAKA MAW _ Definitive Plan Approved by Planning Board 19c ��� (Applications processed 8:30-9:30 a.m. & 1:00-2:00 p.m.) TOWN OF BARNSTABLE Building Permit Application Proiect Street Address 20q ra-[14,M4te-4 P Village w&vXs, Fire District Owner il'.S r�e Address l f Z e Telc hone -UsS S Permit Request: On �yi c�a �,` toiG�$' �eDAS'k b�9L Q+ Frg%� e v1QX— CJ-4 IA't A Na In CaA— i4-Qticz drly up ix.)N,^A& T Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appols Authorization Recorded Current Use Coyox w ex--r—� t Proposed Use Construction Tune �r�e COYt�t-2e �i 1� Eaistinp-Information Dwelling Type: Single Family Two family Multi-family Age of structure Basement type Historic House Finished Old King's Highway Unfinished 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 numberSOK--%(IG— 3a-F7 Address X QD �� License# CO-6 (a 7 7 B'e SL.tr /tM 0.;L& 1 Home Improvement Contractor# M 5 7 Worker's Compensation # )®� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. nn ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOaclSt^c b0'CLc1�� Proiect Cost OUCH Fee SIGNATURE �G/ '1 DATE 1 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T #3 7 2 4 5 FOR OFFICE USE ONLY 35b .f t ADDRESS 209 Falmouth Road VILLAGE Hyannis _ OWNER FIRST FEDERAL SAVINGS/C.'C. 5-- DATE OF INSPECTION: FOUNDATIONFRANIE - �. Y. `, -_` -•tit � , ' ` • ,Z • INSULATION FIREPLACE ELECTRICAL: 'ROUGH FINAL - - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: r _ ' ) DATE CLOSED OUT: ASSOCIATE PLAN NO. - r II Massachusettst DRN II2Y. 04 3 10R>3-f tlyd woo �4-09-99 � DM BASSETT 'RUSSELL H. REGISMAIP y� BREWSTER ` 02631 Z COMMONWEALTH i DEPARTMENT OF PUBLIC SAFETY Mtsyob yqt OF _ ONE ASHBORTON PLACE i //odoli�silo otos&,,"' pB MASSACHUSETTS BOSTON,MA 02108 ol4/8// 040. EXPIRATION DATE 5CONSTRLZSUPRVISOR CAUTION 0 4/0 9/1996 FOR PROTECTION AGAINST RESTRICTIONS EFFECTIVE DATE LIC-NO. THEFT, PUT RIGHT THUMB NONE .�106/30/1993 000674 ;, PRINT IN APPROPRIATE BOX ON LICENSE. RUSSELL M BASSETT 17 BASSETT Ppp 80X 396 BLASTING OPERATORS SS 4 021-48-51-Q3 ;BREWSTER MA 02631 MUST INCLUDE PHOTO. .a �a PHOTO(BLASTING OPR ONLY) r Y M. �00 I NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY +=- HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER U I IlL� 4�09/1 5' JUL 0 2 1993_ THIS DOCUMENT MUST BE « SIGN NAME IN FULL ABOVE SIGNATURE UNE •.f�. (/J�� CARRIED ON THE PERSON OF LICENSEEI THE HOLDER WHEN EN' �( ONER D GAGED INTHISOCCUPATION CC✓O O �O 4, HOMc IMPROVEMENT CONTRACTOR Registration iiiS75 a i)'Pa INDIVIDUAL Ex�ira,tion �01/12195 , 4u5SELL N BASSETT' RUSSELL M, B6SSETT PO BOX 396 2351 MAIN ST ADMINISTRATOR BREWSTER MA 02631 4 PREMIT # DATE ISSUED (fommon,wealth of Mamackttjetb �eParfinenf o�,.)`ndu9frial ldccidenf� 600 I/L/ae`i.in91on Street James J.Campbell O-5oiton, /P/aiaac`tuyetb 021 11 Commissioner Workers' Compensation insurance Affidavit 1, �GiSSe.{A M. _t�qSSN it (ticenseeipermittee) with a principal place of business at: (Gtyistate/Zip) do hereby certify under the pains and penalties of perjury, that: I am an employer providing workers' compensation coverage for my employees working on this job. L.) t4 Mutuat Tyts, Co . WC131aQk10(040/y Insurance Company Policy Number () 1 am a sole proprietor and have no one working for me in any capacity. () 1 am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number () 1 am a homeowner performing all the work myself. I understand that a copy of this statement will be forwarded to the Office of Investigations of the DIA for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties consisting of a fine of up to S 1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S 100.00 a day against me. Signed this Seve 4e4NAY-4- day of 19 LicenseelPermittee Building Department Sicensing Board ' electmens Office Health Department 4 TO VERIFY COVERAGE INFORMATION CALL: 617-727.4900 X403, 404, 405, 409, 375 DRIVE-UP AFTER HOUR DEPOSITORY Jy__J---------------------- ___________1 I � I I , I 1 ' � I I I , 1 I I , , 1 OUTI.IN6 OF AFTER HOUR W051fORY I , I I I I I I , I LI_r_______________________�J . / -584 (23')W.O. PLAN VIEW 203 (8') MAX. WALL, AT HOU6ING ANO IN AREA 09 GH66f) WHEN 9fRAIGHf GHUf6 16 5P6GIF160 584 (23') W.O. ------------------------- � 3 3 'v v N N tD ID 1 , I IF -------- -I I , L , I 1 203 (8') MAX. WALL) AT I ' HOUSING ANO IN AREA OF �= GH65f .WHEN SfRAIGHf GHUf6 ; l 691(27%)TO 797 (31%)FROM WALL 16 6P6G I f 160 VIM IN6 TO DRIVEWAY WITH 203 (8')TO 254 (10')W I OE CURL) 11 I� � i 1 1 u it � i ; i GURO--\ OKIV6WAY II II II , I O. I VERTICAL SECTION EXTERIOR ELEVATION I ra d -�--. •ter.;w`!=-_ . �— -----•. . . . - :�.-:,-- -- - •,-,• - ------- ... _ .: ( I,d, lr, rc,: 6 W-Or LO 1 ! m 'a z �,; Ci 11n 1� tqI rk 31-91 44.4 pq117 o vy 4 _ J i c �N�.G` In lu �A _, �• t �, a ■ j}N � bAS - _ r i m r JP 1 l- s . 11 - a oE-e Z ..r-� 7�-9n 1 ,1• •o<� -2 10'-4n •Z-it— I W Q u a w'1, 1 ly' t N r"Z Z3 � Y s LF � �.// ..,fi„�, ' � �i�' ;s ,__.— �i q.� f a i ki __ r �� � � M l iS �T ., i� �a�� "�v j� �':; � ,.- �b aJ� �� � '• � ��'; �. t sr ',...n i \ ��� ��� �5 P ,) �. {i}�/ti� .�'. ,;'ply� 2 >, �+�, ��- 5 � 4 .n � '�:s ` ;; �� � � .. _ �..,y� i� , . � �i _ - � �, �,// � .� � �� � 1 - J` �'� R j i�z3 c, �� M ..�►� + f k ac' w 4 A ` r R —%tl�%:.�%Ill� nl�,%�%**. ill �� WAl • . ! .�tl f �c� Pry G AST' .P't.Ate K a`~ •g4d �fU - x, Gg2011f IN GP-Ltfj yTUPS :P 2=0".°k STAG,C,E REC� 4N ' _ - iY' :P�{� ': .` ,.• •'.'S�Yi'f-C 1 r,Y►•�l� „}�" •fit.�• r ; rr +%.:. l�.o ..fJ�' -��Lw. N L�i.�••' a .. �'• ' N it Ke u� - -j a8' r • 11-0b'-210161 :L17 j.3"(HI'I rKUI`I b I NL2tK&b I NL3tK"LLL, I U nObbbZ4(eD r .01 4 Asti & Sin er, LLC Office of Singer g Law O g NOV 0 6 2001 t ` 26 Upper County Road P.O. Box 67 Dennisport,Massachusetts 02639 Myer R.Singer Tel:(508)398-2221 Andrew L.Singer ^� Fax:(508)398-I568 Jennifer L.Tbyng FAX COVER SHEET TO: Barnstable-Board of Appeals FAX: 508-862-4725 FROM: Myer R. Singer, Esq. DATE: November 6, 2001 RE: Findings- Cape Cod Five Cents Savings Bank Total Number of Pages: 7 +cover MESSAGE: Following find the Findings as requested. STATEMENT OF CONFIDENTIALITY THIS FACSIMILE CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF THE READER OF THE FACSIMILE IS NOT THE INTENDED RECIPIENT OR THB EMPLOYEE OR AGENT RESPONSIBLE FOR DELIVERING IT TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION OR COPYING OF THIS FACSIMILE IS STRICTLY PROHIBITED. IF YOU FIAVE RECEIVED THIS FACSIMILE IN ERROR,PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE AND RETURN THE ORIGINAL FACSIMILE TO US AT THE ABOVE ADDRESS VIA THE U-S.POSTAL SERVICE. THANK YOU. IF YOU HAVE ANY QUESTIONS OR PROBLEMS RECEIVING THE ATTACHED, PLEASE CALL(508)398-2221. ' 11-bb-GtOb l 1 VJ 5(HI'I r KUPI 51 NutKb 51 NUCK"LLl l u JUG 000e_4 r CJ r.eye TOWN OF BARNSTABLE ZONING BOARD OF APPEALS APPEAL 2001-82- SPECIAL PERMIT- SECTION 3-3.6(3) NOV 6 2001 ,1 CONDITIONAL USES-BANKING +-- APPEAL 2001-83 -SPECIAL PERMIT- SECTION 4-4.5(2) EXPANSION OF A PRE-EXISTING,NON-CONFORMING USE APPEAL 2001-84-VARIANCES- SECTIONESGULATIONS2.7 AND 474.5(2) OFF-STREET PARKING R Back round: The subject locus consists of four(4)parcels of land(Assessor's Map 310 Parcels 302 and 303 and Assessor's Map 311 Parcels 75 and 75)totaling approximately 1.95 acres fronting on Route 28 and a private way known as Quaker Road. Parcel 76 on Assessor's Map 311 is occupied by a one story plus basement building used incudin as a bank and is owned by the Cape Cod Fives Cent Savings Bank basement, andlauto The maticltelleg the basement,has approximately 4,900 square feet of area and a do e machine canopy area of approximately 667 square feet. According to the Assessor's records the building dates back to 1974 and therefore predates rezoning of the area to Highway Business, I I is vacant but had the benefit of a special permit#1998 Parcel 75 on Assessor's Map 3 - 10 for the construction of a 5,000 square foot retail building. Parcels 302 and 303 on Assessor's Map 310 are vacant. The Applicant proposes to demolish the existing branch bank structure and to redevelop all of its property with a two story 15,330 square foot building with 14,9907 square feet of useable space and 57 onsite parking spaces. In Appeal#2001-82 the Applicant has applied for a special permit under Section 3-3.6(3) to use the property for a bank with drive-thru window and automatic teller machine facilities. FAdinys: Based upon the information presented to the Board at the initial hearing of August 8, 2001 and subsequent hearings on September 5,2001 and November 7,2001 the Board, at its hearing on November 7, 2001 found the following facts: 1. Parcels 75 and 76 on Assessor's Map 310 and Parcel 303 on Assessor's Map 311 are located in the HB Highway Business District. In the HB District in addition to the permitted uses, any use permitted in the B Business District is permitted in the HB District as a conditional use provided a special permit is first obtained from the Zoning Board of Appeals. 11-06-2001 10:37AM FROM SINGER&SINGER'LLC TU 5��t�e�4r�5 r.es vY 2. In the Business District banks are principal permitted uses. 3. Locus presently is used and has been used since prior to 1974 as a branch bank The present building has a drive-thru window and automatic teller machine facilities. 4. The existing building is non-conforming because it is set back approximately 40 feet from Route 28 where 100 feet are required and approximately 33 feet from the layout of Quaker Road where 60 feet are required. The new building will be set back 100 feet from Route 28 and 60 feet from the layout of Quaker Road and thereby comply with the current Zoning By-law for setback from both streets. 5. The Applicant proposes to replace the pre-existing,non-conforming bank structure and its appurtenant improvements currently existing on the property with a two story banking facility with drive-thru window and automatic teller machine facilities. i 6. The existing,non-conforming curb cuts will be reduced and redesigned to be conforming. 7. Traffic flow and safety will be improved by having the primary access to the site through the traffic signal controlled intersection of Route 28 with Quaker Road. 8. There will be improved on-site parking including the complete elimination of the existing parking within the Quaker Road layout. 9. The visual appearance of the property will be improved by the increased building setbacks, improved.landscape buffer area both in the front and to the side of the building. 10. On-site drainage that meets current requirements of the Town will be provided. 11. The vacant parcel of land shown on Assessor's Map 311 as Parcel 302 is not to be actively used for banking purposes but provides for meeting the requirements of the Ground Water Protection Overlay District which stipulates that 30%of the site must remain in a natural state. 12. By combining the four(4) lots the property will be redeveloped as one business site rather than potentially being devoted to multiple commercial and residential uses with additional curb cuts. 13. The project has been before the Town of Barnstable Site Plan Review Committee and was approved on October 30,2001 subject to three conditions. 2 11-06-2001 10:38RM FROM SINGER&SINGER'LLC lu 5eat�b�4r�5 r.�4 (1) The Applicant shall comply with all Board of Health Regulations; (2) The Applicant shall provide a raised and extended triangular island at the entrance/exit onto Falmouth Road. The design shall discourage left turns onto Falmouth Road.; and (3) Directional signage shall be provided throughout the parking lot including the complete definition of travel lane; and (4) In addition the Building Commissioner recommended the installation of a speed bump on the West side of the facility as a preventive measure for potential collision with automobiles entering the drive through lane from the right. 14. The proposal fulfills the spirit and intent of the Zoning Ordinance that it will not be a substantial detriment to the public good or the neighborhood affected and that it will not substantially affect the public health, safety,welfare, comfort or convenience of the community. Decision: Based on the Findings of Fact a motion was duly made and seconded to grant the relief being sought in Appeal No. 2001-82 subject to the following terms and conditions: 1. The use,building and site shall comply with all applicable building,:health and fire regulations. 2. The interim onsite septic system shall be required to be approved by the Health Division. When Town sewers become available on Route 28 the Applicant, Assignee or Successor shall at their expense extend the Town sewers from Route 28 to the site. 3. Construction of the sewer line and hookups shall be in accordance with the Department of Public Works standards and shall be approved by the Department of Public Works. 4. All conditions of Site Plan Review shall be adhered to. 5. The development of the site shall be as shown on a plan found approvable by Site Plan Review on October 30, 2001 and titled"Proposed Site Plan Traffic Circulation Cape Cod Five Cents Savings Bank Hyannis Branch and Office Building 171 Falmouth Road/Route 28 Barnstable, Massachusetts drawn by DRL Associates, Inc. Scale V =20'dated April 20, 2001 latest revision October 16, 2001". The"Utility and Traffic Flow Plan", "Grading and Drainage Plan" and "Details Plan", drawn by Arthur F. Borden.and Associates, Inc. and two additional 3 • 11-Ob-2001 10:,58H'1 �-KUM 51NUtK&51NULK'LLI, I U JIOi�bbG4(GJ f.!JJ drawings b DRL Associates, Inc. Architects which include a landscape plan and y proposed exterior elevation sheet shall be modified to conform with the"Proposed Site Plan Traffic Circulation"plan approved by the Site Plan Review Committee". Anneal No. 2001-84 -Variances Background: In Appeal#2001-84 the Applicant has applied for variances from Sections 4-2.6 (2) and(3), Section 4.2.7 and Section 4-4.5(2) for a proposed new building to replace the existing Bank building with landscape perimeter buffers,interior parking lot landscaping and parking space location as shown on the filed plan. The property is shown on Assessor's Map 311 Parcels 75 and 76 and Map 310 as Parcels 302 and 303. Parcel 75 and 76 and 303 are in a Highway Business District. Parcel 302 is in a Residential B Zoning District. Findings: 1. The Applicant proposes to demolish its existing branch bank building with attached drive-thru window and automatic teller machine facilities and replace it with a new two story building with attached drive-thru and automatic teller machine facilities. 2. Locus presently is used and has been used since prior to 1974 as a branch bank The present building has a drive-thru window and automatic teller machine facilities. 3. The existing building is non-conforming because it is set back approximately 40 feet from Route 28 where 100 feet are required and approximately 33 feet from i the layout of Quaker Road where 60 feet are required. The new building will be set back 100 feet from Route 28 and 60 feet from the layout of Quaker Road and thereby comply with the current Zoning By-law for setback from both streets. i 4. The Applicant proposes to replace the pre-existing,non-conforming bank structure and its appurtenant improvements currently existing on the property with a two story banking facility with drive-thrn window and automatic teller machine facilities. 5. The existing,non-conforming curb cuts will be reduced and redesigned to be conforming. 6. Traffic flow and safety will be improved by having the primary access to the site through the traffic signal controlled intersection of Route 28 with Quaker.Road. 7. There will be improved on-site parking including the complete elimination of the existing parking within the Quaker Road layout. 4 11-06-2001 10:39RM FKUM 51NUEK&51NU6K'LLU IU t>WU3b24Y2t> Imo.bb r , 8. The visual appearance of the property will be improved by the increased building setbacks, improved landscape buffer area both in the front and to the side of the building. 9. The vacant parcel of land shown on Assessor's Map 311 as Parcel 302 is not to be actively used for banking purposes but provides for meeting the requirements of the Ground Water Protection Overlay District which stipulates that 30%of the site must remain in a natural state. 10. The project has been before the Town of Barnstable Site Plan Review Committee and was approved on October 30, 2001 subject to three conditions. (1) The Applicant shall comply with all Board of Health Regulations; (2) The Applicant shall provide a raised and extended triangular island at the entrance/exit onto Falmouth Road. The design shall discourage left turns onto Falmouth Road; (3) Directional signage shall be provided throughout the parking lot including the complete definition of travel lane; and (4) In addition the Building Commissioner recommended the installation of a speed bump on the West side of the facility as a preventive measure for potential collision with automobiles entering the drive through lane from the right. 11. Due to the property's trapezoidal shape and due to the nature of the existing building and facilities on the site which pre-date the current Zoning Ordinance a literal application of the provisions of the Zoning Ordinance to the property involves substantial particular and financial hardships to the Applicant. The Board of Appeals is authorized under such circumstances to grant a variance if it can be done without substantial detriment to the public good without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. The proposal and conditions of the site are appropriate for the grant of variance relief because the property requires a 100 foot setback for the building on Route 28 and a 60 foot setback from the layout of Quaker Road, a paper street. It is infeasible due to the configuration of the site to have all parking located to the.rear or side of the building. 12. The provision of a 10 foot landscape buffer around the building is not possible for any business that has drive-up facilities. To economically redevelop and upgrade the site the Applicant must retain its drive-thru windows and automatic drive-up teller machine facilities. A literal enforcement of the building buffer area 5 • 11-06-2001 10:39AM FROM SINGER&SINGER'LLC Ju 5��ab�4r�5 r.er requirement of the Zoning Ordinance defeats and prohibits an allowed use and would prevent a substantial site upgrade and redevelopment. 13. The requested variances would not significantly impact the community from a traffic point of view. Existing parking use of the road layout of Quaker Road by the Applicant will be completely eliminated. The proposed site redevelopment, even with the requested variances, will be an improvement over the existing protected conditions at the property. 14. The unique conditions of shape and topography and the existing building and related facilities establish criteria for the grant of variance relief. A literal enforcement of the provisions of the Zoning Ordinance in this case would involve substantial hardship, including financial hardship to the Petitioner if i.t is not granted 15. The relief being requested may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. Decision: Based upon the Findings of Fact a motion was duly made and seconded to grant the relief being sought in Appeal No. 2001-84 subject to the following terms and conditions: 1. The use,building and site shall comply with all applicable building,health and fire regulations. 2. The interim onsite septic system shall be required to be approved by the Health Division. When Town sewers become available on Route 28 the Applicant, Assignee or Successor shall at their expense extend the Town sewers from Route 28 to the site. 3. Construction of the sewer line and hookups shall be in accordance with the Department of Public Works standards and shall be approved by the Department of Public Works. 4. All conditions of Site Plan Review shall be adhered to. 5. The development of the site shall be as shown on a plan found approvable by Site Plan Review on October 30,2001 and titled"Proposed Site Plan Traffic Circulation Cape Cod Five Cents Savings Bank Hyannis Branch and Office Building 171 Falmouth RoadJRoute 28 Barnstable, Massachusetts drawn by DRL Associates, Inc. Scale 1" =20' dated April 20, 2001 latest revision October 1.6, 2001". The "Utility and Traffic Flow Plan","Grading and Drainage Plan"and 6 11-06-2001 10:40AM FROM SINGER&SINGER'LLC TO 5088624725 P.08 "Details Plan", drawn by Arthur F. Borden and Associates, Inc. and two additional drawings by DRL Associates,Inc. Architects which include a landscape plan and proposed exterior elevation sheet shall be modified to conform with the "Proposed Site Plan Traffic Circulation"plan approved by the Site Plan Review Committee". Appeal No. 2001-83 Special Permit to Expand a Ore-existing,Non-conforming Use: In light of the findings and decision in Appeal No. 2001-82 this Appeal is not necessary. In granting this variance no relief is issued for that part of Section 3-3.6(5) "Front yard landscape"that required a minimum of one(1) street tree be provided for every 30 feet of road frontage. The landscape plan shall be modified to the extent necessary to include a minimum of nine (9) street trees, 2.5 inches in caliper to be installed along Route 28. 7 TOTAL P.08 � -? CT V`I�L�D�I�IV�CP E!�ICI I TOWN OF BARNSTABLE, MASSACHUSETTS A-311 076 DATE November 17 94 PERMIT NO Q �37245 APPLICANT Russell M. Bassett ADDRESS ?30X19 6 Brewster, MA UUJ 6/4 - (NO.) (STREET) (COONTR'S LICENSE) PERMIT TO Install. night deposit( box STORY Bank - .NUMBERN OF DWELLGUNITS 0 (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) - 209 Falmouth Road, Hyannis ZONING HB AT (LOCATION) —DISTRICT — INO.) (STREET) BETWEEN ' AND (CROSS STREET) - (CROSS STREET) SUBDIVISION LOT BLOCK LOT -SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPEI - REMARKS: AREA OR VOLUME 30" X 311 ESTIMATED COST 10OT~ FEE 100.00 (CUBIC/SQUARE FEET) OWNER First Federal Savings/C.C. 5 ,#� ✓t,/+ ADDRESS First r'ectera aza, KOcnester, • • BYILDING �€�f9 ' q gi_ TOWN OF BARNSTABLE, MASSACHUSETTS - BU-ILDING PERMIT A-311 076 DATE No-4emb-er, 17 94 19 PERMIT NO. N9 37245 APPLICANT Russell M. Bassett ADDRESS -go-x 39b Krewster, (NO.) (STREET) (CONTR'S LICENSEI PERMIT TO Install night deposit(_b_O_X) STORY Bank NUMBER OF 0 DWELLING UNITS (TYPE OF IMPROVEMENT( NO. (PROPOSED USE) - AT (LOCATION) 209 Falmouth Road, Hyannis ZONING BB DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP -BASEMENT WALLS OR'FOUNDATION (TYPE) REMARKS: AREA OR 30" x 311 l000r" PERMIT 100.00 VOLUME (CUBIC/SQUARE FEET) ESTIMATED COST $ FEE OWNER First Federal Savings/C.C. 5 1 Pirst Federal Plaza, Mo-cheater, N. Y. 14614 BUILDING dT ADDRESS BY f.A THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STiREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- I-P ERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOUUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. BUILDING PERMIT - 7-7 §= The Town of Barnstable permit no.9z . Department of Health, Safety and Environmental Services L = Building Division Gate 367 Main Street,Hyannis MA 02601 fee 175 , Od n Application for Sign Permit Applicant: SiAe �L Assessor's no. 9329- ✓ 23 7 Doing Business As: < SQ© MAS� cl Telephone(SW �--Id"" 1 Sign Location 2W - street/road: Zoning District Old King's Highway District? yes no Property Owner Name: � inj call Telephone (OYJ IZ: 20 Address: Z� ,� 1��' • �� 0 Z60 4 Village Sign Contractor`, Name: SAll Telephone ') Address: b � c,s' .� 1 � „ 01661 Village Description Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign to 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) 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 Sijia6e of Owner/Authorized Agent Size (sq. ft.) '72'I 43" Permit Fee . 4` 21 141 29- Sign Permit was approved: !/ disapproved: ate Signature of ing Official g Page I of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 15 Project: Cape Cod 5 Savings Bank Contractor: MacLeod Brothers,Inc. Route 28 63 Reservoir Park Drive Hyannis,MA Rockland,MA 02370 Client: DRL&Associates,Inc. Date: 07/08/02 2 West Street,Suite G Weymouth,MA 02190 Temperature/Weather: Sunny,75 F Present At Site: Doug MacLeod,MacLeod Brothers Laborer Mason Contractor Work in Progress/Observations: 15.1 Items 12.3, 12.5 and 13.8 have been corrected and accepted. 15.2 Items 13.11, 13.12, 14.3, 14.4 and 14.5 have been reviewed and crossed off the list. 15.3 The contractor is in the process of building the CMU wall at the elevator. (See exceptions.) Action Required/Items to Verify: 11.6 At first level line E-4.5 beam connection,add full length field weld to second side of W 12x16 beam connection. 12.7 At tube steel bracing,add fillet welds to the through plates on the columns and to the gusset plates on the beams. 12.8 At second level line 4-E,submit field repair sketch as to how to weld the through plate to the gusset plate.;_A 3/8 to 3/4 gap exists between the two pieces. 13.9 Add fillet welds at remaining gusset plates at tube steel bracing. 15.4 The CMU wall at the elevator has been built up to the first floor level(12').. The wall has been grouted or mortor up to various levels at each cell. However,only one rebar was exposed 6" out of the grout or mortor. V&V to review. (#5 bar verticals 16"O.C.required. 3 vertical#5 bars requried at corners. 2 vertical bars at door opening. 15.6 Add temporary shoring under steel lintel with only 1/2"bearing at elevator. 15.7 Items 11.6, 12.7, 12.8 and 13.9 remain to be corrected. Blair Budka Romualdas Veitas,P.E. FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184 Phone (781) 843-2863 • Fax (781) 849-2065 D`EC 27-200 THI1 0" 5" T11 i,%Ni tL� P{iiSHEf 1NSlii�r�1 CE FErX N( '�-781 87 -c481 P, 02/02 r P. ,PCENSE OR PERtllilT 8®N®> Travelers Casulaltj and ls'u y Company of America, t , ► :.hex - - Hartford,CT 0611" f Y' 4 1011,5 8,0 2 4. BOND NOMEER. KNOW ALL MEN DY THESE PRESENTS: . >•�a . * That we, MacLeod Bros. , Inc. ,.as Princlpal, and Travelers Casualty and Surety Company of America,a corporation organized ender the laws of the stet®of � { Connecticut with its principal office in the City of Hartford, CT,as Surety,are held and firmly bound unto The Town of Barnstable, Massachusetts , as obligee, in the full anal sum of - ~ ° p "Five Thousand Dollars* is 5, 000 . 00* j Dollars, lawful , money of the United States,for the payment of which,well and truly to be made,mro bind ourselves,°our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by this®presents. WHEREAS,the above,bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for and the term of said license ar permit Is as Indicated opposite the block checked below - t 0 Beginning the 21 s t day of, June . , 2 0 01 and ending the 21 s't day of June, 2002 0 Continuous, beginning the day of F .{ . a 1NMEREAa,the Principal is required by law to file with the .- .� a bona for the above Indicated term and conditioned as herairiatier set forth. - J NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,that if The above bounded Principal as such licensee or permitee shall Indemnify said obligee against all loss,Casts,expenses or damage to it Caused by said Principal's non-compliance with or baeach of any laws,statutes, ordinances, rules or reguistians pertaining to such t license or permit issued to the Principal,which said bread or non compliance shall occur during Ehe term of this bond, F> then this obligation shall be void,otherwise to remain,In full force end effect, x PROVIDED,that if this bond is for a fixed term, It may be continued by Certificate executed by the Surety hereon;and , PROV DJ!D FURTHER,that regardless of the number of years this band shallGartinue or be continued its force and of the number of premiums that shall be payable or paid,the So"shall not be liabis hereunder for a lamer amount.-in the aggregata,than the amount of this bond, and +, PROVIDED, FURTHER that it the Surety shall so elect,this bond may be cancelled by the Surety as-to subsequent`*. � 3 liability by gluing lhitiy(30)days notice in writing to sold Obligee. S ` SIGNED, SEALED AND DATED this 21 s t, day of j une 2001 Y 41 MacLeod Bros Inc. {. d S rrr Co art of A erica ' Travelers Casu nit u m m Donal . Shea ,7 Attorney4n,Fact ; s T t t TOTAL,P.0i' . * f a a►:ep I3- 4 Y x . w p..w• e "far ' ` _ . , �kx���� ;;��•*`a ,�.�iz-"-�� ', .h•,�...�»;:. �;ate'" .�� - "s.', _ p4 r � ` �; :?. v r+s.,�+..31. r `•.` -.w. 's. .3 _4 ...�° `A^.."r�:.�-.s.-E f •s.;a '4 R C.L. THOMPSON ASSOC. 781 992 sole 01/1CS"02 0610epm P. 001 CLTHOMPSON 41 associates REGTSTF,R'UD LA,N.DSCAIPE ARCHITECTS,ASLA January 15,2003 MacLeod Brothers,Inc. 63 Reservoir Park.Drive Rockland,MA 02373 A,tt: Douglas'MacLeod Re: Landscape Contract Cape Cod Five Cents Bank 171 Falmouth Road ' Hyannis,MA bear Mr,MacLeod: The landscape has been completed at the Cape Cod Five Cents Bank in accordance with the wntract documents. T.f you have any questions or would like to review this,please call our office at your earliest convenience. Thank you.. J Sincerely, "1 Carol Thompson A, ,A 2103 W A$HiNG'rUN STRUT SUITE 3 HANOVRR,NIA 02339'TEL(781)982-RINK FAX(791)M-RW t:MA1j..:dtassoc{ddaol i , I l - -C\ The Commonwealth of Massachusetts Department of Public Safety One Ashburton Place, Boston, MA 02108-1618 CERTIFICATE FOR USE OF ELEVATOR Chapter 143,General Laws,as amended Location: 171 Falmouth Road, Barnstable MA 4� ,�,,, / Capacity: Pounds Speed:6 Feet per minute State ID#: 21-P-222 .r : 3008088 2 v Issued on: 10/22/2002 M ,, d Expires: Apply for Re-inspection Joseph S.Lalli 60 days Prior to Expiration Date. r� M SV `'Commissioner of Public Safety IN CASE OF ACCIDENT NOTIF-Y"(617)727-3200 AT ONCE. AFTER 5:00 PM &WEEKENDS, CALL(508)820-2121 - REPORT UNSAFE CONDITIONS TO BUILDING MANAGER/OWNER -1 . 9 i �✓�g-[n0l7L7ILGit[l�flL�*"' O) BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR 4"' Nu Mber. CS 015895 x i111712003 Tr.no: 9289 .._` Rests DOUGLAS L. °` °J 40 TURNERS WAY Administrator NORWELL. MA 0206i The Commonwealth of Massachusetts Department of Industrial Accidents otilce olluesugadons 600 Washington Street -- Boston,Mass. 02111 Workers' Compensation Insurance Affidavit Atio icant;!i �rmra ou name: MacLeod Bros. , Inc. location: 63 Reservoir Park Drive ci[v_ phone Rockland, MA 02370 781-871-1003 — ___ n I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. comoanv name. MacLeod Bros nc address. 63 Reservoir Pa.. k Drive city: Rockland:, .:MA 0237D: phone# 781-871-1003 'Hanover Insurarice Go: WBN3:$507:8807 insurance co. ohcy# I am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: . - address: city: P insurance co: company:name. address:. city: phone#• ms rare co. c Failure to secure coverage as required under Section 25A of iVIGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a da_v a!!ainstme. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do herehv certify under the pains andpenalties of perjury that the information provided above is true and correct. Signature Date I'L — 'L6 — O Print name 1bOUGLA MNf— (Z�� Phone R -7 OO-2j -, of[icial use only do not write in this area to be completed by city or town official { city or town: permit/license# nBuildine Department t Licensing Board C3 check if immediate response is required Selectmen's Office Health Department contact person: phone#: Other (revised 3/95 PIA) CONSTRUCTION CONTROL AFFIDAVIT (SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE) (PRIOR TO ISSUANCE OF PERMIT) SS ON THIS 20 DAY OF DECEMBER, 2001,BEFORE ME, QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED DONALD R. LONERGAN WHO,BEING DULY SWORN,DEPOSES AND SAYS THAT HE HAS SUPERV.IED THE PREPARATION OF ALL THE DESIGN PLANS OF 171 FALMOUTH ROAD, BARNSTABLE, MASSACHUSETTS AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION; AND WILL MAKE SITE OBSERVATIONS AT INTERVALS APPROPRIATE TO EACH 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 APPROVED PLANS, AND THAT SUCH PLANS CONFORM TO THE CODES OF THE COMMONWEALTH OF MASSACHUSETTS, AND WILL REVIEW AND APPROVE THE QUALITY CONTROL PROCEDURES FOR ALL CODE-REQUIRED CONTROLLED MATERIALS. BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED, THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED AND FILED THE ORIGINAL PLANS AND WHO OBSERVED THE ERECTION OF THE BUILDING SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PROVISIONS OF THE CODES HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING MEETS ALL THE REQUIREMENTS OF LAW FOR THE PROPOSED USE AND OCCUP Y. ALSO, AGREES TO SUBMIT REPORTS,AT INTERVALS APPROPRIATE TO EACH STA E F CONSTRUCTION, RELATIVE TO THE MATERIALS,PROCEDURES AND FURTHER TE T T MAY BE REQUIRED IN CONNECTION WITH THIS JOB. �G� E ED qD a 4W7 !o O Q P MOROKE, $ MASS. ~ ItaDate F 5�A SUBSCRIBED AND SWORN TO BEFORE.ME THIS 20 DAY O CEMBER, 2001. rj 5 t ``� (Notary Public) oFt►+E To,,ti Town of Barnstable Regulatory Services � "ems i E ' Thomas F.Geiler,Director v i6J� ,��AIED ti 6 Building Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 29,2001 Attorney Meyer.Singer PO Box 67 Dennisport,MA 02639 Re: SPR 067-2001, CC 5,209 Route 28,Hyannis R311-075 &076, 310-302&303 Proposal: Modification of Quaker Lane layout on approved site plan(SPR039-01) Project: Demolition and reconstruction of banking facility with drive-up provision. Dear Attorney Singer; Please be advised that the revised Site Plan Review application was approved administratively on this date with the following conditions: The applicant shall comply with all Board of Health regulations. The applicant shall provide a raised and extended triangular island at the entrance%xit onto Falmouth Road. The design shall discourage left turns onto Falmouth Rd. Directional signage shall be provided through out the parking lot including the complete definition of travel lane. In addition,the Commissioner has recommended the installation of a speed bump on the west side of the facility as a preventive measure for potential collision with automobiles entering the drive through lane from the right. This application is pending before the Zoning Board of Appeals. Sincerely, Robin C. Giangregorio SPR Coordinator I01-02-2002 01:29PM FROM TO 5057906230 P.05 Book 7.2 7 Page 3 S FG.-E-3 9�yg x,�y ,975 pt Doc. No. 2y7 LrAt� et• Certificate at mar. Doc- C(f No. 89716 From Transfer Certificate No. 62410 Originally Registered July 25, 1974 in Registration Hook 502 Page g0 for the Registry District of flarnstablc County. Z10 i0 to Certifp that Mario Zucchini, of 19 Jen g Circle, Plymouth, Plymouth County, ldaesachusett 0236o, i; C� the owner(s) in fee simple. ,-)� of that land situated In Barnstable (hyannis) in the County of Barnstable and Commonwealth of tlassachusetts, bounded and described as follows; Northerly by the State Highway, one ht�ndred forty-one and 25/100 (141.25) feet; Easterly by a portion of land now or formerly of Charles W. Megathlin et ale two hundred twenty-might and 19/100 (228.19) foot; Southerly by land now or formerly of Pltyllis 3. Bearse, one hundred five and 93/100 (105. )3) feet; and Westerly by Lot 30, two hundrod six and 63/;,00 ?206.63) feet, Ali Of said boundaries are determined by the Court to bo loca- ted as shown on subdivision plan 21173-a dated March 2, 1955, drawn by Bear5e & Kellogg, Civil Engineers, and Glad in tho Land Registration Office at Boston, a copy of which its tiled in Barnstable County Registry of DeBds in Land Registra- tion Book 14D page 114 with Certificate of Title No. 18574 and said land is shown thereon as LOT 31. Sdid Land is subject to the rights granted in an easement given to the Cape 5 vineyard Electric Company et al dated July 19, 1968 being Document Mo. 122,757. And it is further certified that said land is under the operation and provisions of Charter I$S of the General Laws,'and that the title of Said Mario v, Zucchini to said land is registered tinder said Chapter, subject, however, to any of_(he encumbrances mentioned in Section forty-six of said Chapter, which may be subsisting 11 _1 !:L it H I TtJ?`fd,�111+J �ab3Li 9G6°L62 Q�tIH 'el38DQQl1 .1.rrsrtll�pQ low3w IANDA OF ENCUMBRANCES ON THE LAND DESCRIBE® IN THIS CERTIFICATE e933B - Y3ATE OF INSMUMMINT.- _—_------ _--_._ ._-_.--.------ SIC1NAT PF,OF RZYMNIVO PP3 tPAVOP.OF TERM, DAT£ AND TWE ASSISTANT RECORDER t)MMIAROE 6l OF 9LMMTRATPON i Robert P. Spinney LOL 31. $85<000. - _ - /5/ 82 - --'---- - isc .cco. Af1r(7SY l/.1 fU /5/62 12:03p.m. .•fir•. u:..R.<o«: LD ---- -- 3 r l a DBTNG. E . r AS�S�RE{ORS n rri rfa 'J 1 _ = f z J -- J Q J OJ Q Pi Gi t ;s c>E,1 vII c �, M�ef Q er �� N MEMORANDA OF ENCUMBRANCES ON THE LAND DESCRIBED IN THIS CERTIFICATE Ctf:135726 629,4: w N DATE OF INSTRUMENT DOCUMENT DATE AND TXME ' NUMBER KIND RUNNING IN FAVOR OF TERMS OF REGISTRATION DISCSARGE 186,970 N RTS 30 21173-B 06--13-1974 2 06-13--1974 3:27 -n -.o ------------------------------------------------ ---------------------------------------------------- -------------- O 191,551 RS =W ENGLAND TELE & TELE 3021173t-B 11-07-1974 1 00 {&O) 11-15-1974 11:47 _...._---_.--------------.----------'---------------------------------------..--------------_---_-------"-----------_-_.-__--_-- L 209,479 TR TOWN OF BARNSTABILE QUAKER ROAD 06-18-1976 �' 1 07-08-1976 11:06 -----------------------------------------------------__ ___--------------_______---------------------___---__---__-_-_ 7 436,141 N/'V VARI/DEC LOTS 30, 16 & 17 07--20-1987 n 1 07-29-1987 12:33 �- _-----.;-------------------------------------__-----__ 629,428 C/M , SEES DOC 11s-23-1994 1 12-05-1994 10:24 ------------------------------------------------------- 629,429 C/AfL SEE DOC 11-23-1994 _ ___________________ _ _ 1 12-05-1994 10:24 ------------------------------------------------------------.. .__---_-----------_-' ____--------_---__- -_ 629,430 C/ML SEE DOC 11-23-1994 n-i 1 12-05-1994 10:25 -------------------------------------------- --°-`_------ _-l--__ --------------�----_------------------------------- - - cn 133 ---------------------------------------------rQQ- --- ------_----,--�-_----_-___-_------------------------------------ pi Si _----___--------------------------------------___----------------------__---_______---------------------_------------- u i9 A 01-02-2002 01:27PM FROM =INGER&SINGER'LLC TO 5087906230 P.02 Doc. NO. 629,427 Ctf. No. 135726 TRANSFER �"ERTIFiCATE OF TITLE From Certificate No. 61995, Originally, Regiatered June 13,1974, From Certificate No. 75554, Originally Registered Septewi er 18,1978 in the Registry District of Barnstable County. THIS IS TO CERTIFY that CAPE COD FIVs CENTS SAVINOSBANK, a corporation duly established under the laws of the Ca nonwealth of Massachusetts, of 19 west Road, Pont Office Box 10, Orleans, Massachusetts 02653, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the 11,ommonwealth of Massachusetts, described as follows; LOT 30 ?'AN 21173-B LOTS 16 and 17 P:�M 21173-B Also the FEE in Qua:ser Read adjacent to said land to the State Highway. I �11-�2-2�c�2 71 29P!°t FRnP1 S1 w_�Er?_�;r�GE4° TO 5a9 7 90523,0 P.33 And it is further certified that 9.4id land is under the operation and provisions Of Chapter 185 of the General Laws, and that the title of said owners) to said land is registered under said chapter:, subject, however, to any of the encumbrances mentioned in Section forty-si)c of said Chapter, which may be subsisting WITNESS ROBERT V. CAUCHON, Chief Jua•.ice of the Land Court at Barnstable, in said County of Barnstable, the fifth day of December in the piar nineteen hundred and ninety-four at 10 o'clock and 24 minutes Fattest, with the Seal of said Court, ;QHN F. MEADE, Assistant Recorder. Land Court Case No, 21173 W'Tr4v5s. MLLIAM I. RANDALL,Fsquire, Judge of the Land Court, It Parnstable. in said County-of Karmstabte. the fifth day of Auqus t in the yrar nineteen hundred and eighty-two at 12 o'clwk and w minutes, Attest, with.the Seal of said "ours, Land Court Case Nc, 2 1 j 7 5 STEPHEN WEEKES, Assisfont Rrrordrr, 9 i t„ Town of Barnstable Planning Department Staff Report Appeal Number 1999-18-Cabana Modification to Special Permit Numbers 1997-129&1998-10A Date: January 26, 1999 To: Zoning Board of Appeals �-I I..— From: Approved By: Jackie Esten, Principal Planner Reviewed By: Art Traczyk, Principal Planner Drafted By: Alan Twarog, Associate Planner Petitioner: John Cabana Property Address: 157 Falmouth Road/Route 28,Hyannis Assessor's Map/Parcel: Map 311, Parcel 075 Area: 0.57 acre Zoning: HB Highway Business Zoning District Groundwater Overlay: GP Groundwater Protection District Filed:January 7,1999 Hearing:February 3, 1999 Decision Due:April 7,1999 Background: In January of 1998,the Zoning Board of Appeals granted a Special Permit(in Appeal Nos. 1997-129 and 1998-10A)to permit the demolition of a 3,000 sq. ft.warehouse building and the construction of a single- , story 5,000 sq.ft.retail building. The Board granted this relief with several conditions(see attached Decision and Notice). Section 5-3.3(3)of the Zoning Ordinance-Special Permit Provisions-Period of Validity-states that"A Special Permit shall become void twelve(12) months from the date of issue unless any construction work contemplated thereby shall commence and proceed in good faith continuously to completion ". The date of issue is the date on which the decision is filed with the Town Clerk not the date on which the zoning relief is voted by the Board nor when the decision is recorded with the Registry of Deeds(see attached Section 10.59 from the Massachusetts Zoning Manual). The Decision and Notice for Appeal Nos. 1997- 129 and 1998-10A was clocked-in at the Town Clerk's Office on February 4, 1998. The applicant, therefore, has until February 4, 1999 before these Special Permits become void. At this point in time, the applicant has been unable to undertake construction of the proposed building. The old warehouse building,which was substantially damaged by fire, has been removed so the lot is now vacant. The applicant is seeking to modify Special Permits 1997-129 and 1998-10A by extending the termination date to February 4, 2000. Staff Review/Comments: The Zoning Act, MGL Chapter 40A, does not expressly provide for extending the time period within which a special permit must be exercised as it does for variances under Section 10. Nor does the Town's Zoning Ordinance address this issue. However, Section 9 of MGL Chapter 40A does state that failure to commence use or begin construction within the specified time period will not cause the special permit to lapse where"good cause"for the delay exists. It is not clear from the Zoning Act nor any decided case what constitutes"good cause". Town of Barnstable-Planning Department-Staff Report ' Appeal Number 1999-18-Cabana Modification of Special Permit Nos. 1997-129&1998-10A Staff would suggest that the applicant can request an extension of time from the Board, as long as it is made before the lapse of the one year time period (which ends February 4, 1999). In addition, because MGL Chapter 40A, Section 9 does not expressly address the issue of extending the time period within which a special permit must be exercised nor limit the time period of an extension, staff would also suggest that the applicant has the right to ask for any amount of additional time. However, the applicant should be prepared to provide the Board with sufficient reasons on why the requested extension to February 4, 2000 is needed. Attachments; Application Copies: Petitioner/Applicant Assessor's Map November 23, 1998 Letter from Attorney Kirrane Decision and Notice for Appeal Nos. 1997-129&1998-10A Section 10.59 of the Massachusetts Zoning Manual 2 UMUMSTANCm TOWN OF BARNSTABZX Zoning Board of Appeals Anpl_ icat_% a Special permit Modification • BEEN DE u IMLM� SOUGHT o m-,�,.� .r _` TF}itMINED BY THE ZONIN'� p rnU ENFORCEMENT OFFICER TO Date U BEAPPROPItIATE:RELIEF DivF� - T.; For office use only, v Town c office Appeal # JAN - 709 Bearing Daze ;. - Decision Due.�.'1i3j TOWN OF BAR STAB The u �'' ne Areb app ies to the Zoning Board of Appeals for a Special e, i Permit, in the manner and for the reasons hereinafter set forth: P. . Applicant Name: John Cabana Phone � 771-7045 Applicant Address: c/o Dunning & Kirrane, L L P ; P O Box 560 Ma h=, MA n9Ada Property Location: 157 Falmouth Road, Hyannis Property owner: John Cabana , Phone 771-7045 Address of owner: c/o Dunning & Kirrane, L.L.P., P.O. Box 560, Mashnee MA 0264 It 8PPUcant dsttsn team arner, state nature ot.intsresta Number of Years O* meds Approx. 1 .5 years Assessor•s. Map/Parcel Number: 311/75 Zoning District: 1,. HB Groundwater overlay. District: GP Special Permit Requested: 3-3.6(3) HB District/4-4.4 & 4-4.5 Alteration/ ;lion Cfte Section & 71t1e or the Zoning ordinance Pre-Existing Non-Conforming Structure and use. Description of Activity/Reason- for Request: Applicant seeks to modify Special Permit Decision: 1497-129, 199R-10A extending its termination date to February 4 2000 as is Permitted under G.L.c. 40A, §9. Description of ponstruction Activity (if applicable) : See Decisions referenced above, Proposed Gross Floor Area to be Added: 3350+ sq. ft. Altered: 3,300 sg, ft. Ezisring Level of Development of the Property - Num^ er of Buildings: One Present Use(s) : Now vacant land Gross Floor Area: , sq ft. -•— -- Previously 3,300+ sq. ft. Application for a special. Permit Is the property located in an Historic District? Yt per OR8 Dse Only• Yes [7 No {� Plan Review Number Date Approved - Is the building a designated Historic Zf Landmark? Yes [] No Pq per H�stork Preservation Denartment use only: Date Approved Have you applied for a -buildinga � P wit? [j [� Has the Building Znspector refused a permit? Yes No Yes [] No [] All applications for a special, permit re ir process must be successfully aomleted e an approved Site Plan. That to the Zoning Board of App 8l p Pry to submitting this application For Build oenartment use only: Not Required - Single Family Site Plan Review. Number [1 Date Approved signature:tares The following information must be time of filing, failure submitted with the application at the request: to supply this may result in a denial of your. Three (3) copies of the completed application foss, each with original signatures. Five (5) copies 'of a certified the dimensions of the lace PrCPerty surveT (plot plan) showing surrounding roadwaysd' all wetland water bodies and the land. and the location ofs the existing improvements on Five (5) copies of a proposed site certified professional and approved improvement plan, drawn by a is required for all pp d by the Site Plan Review Committee proposed deve show the exact location • 1o�ent activities. This plan must on the land and to structufre pZ'°pO3� improvements and alterations 4 7.5 of See 'Contents of Site •the Zoning prdinaace� for detailed plan-, Section requirements. quit ts. The applicant may submit an additi assist the Board in makin y onal supporting documents to g s determinatiOn. signature: Date January 5, 1999 Pjicaa s ar Agents Signature Agents Address: Dunning & Kirrane, L.L.P,, p,O,Box 560 Mashpee, MA 02649 Phone (508) 477-6500 Fax No. (508) 477-5697 � y w • DUNNING & KIRRANE, L.L.P. COUNSELORS AT LAW MICHAEL A.DUNNING' -SHELLBACK PLACE 508-477-6500 KEVIN At KIRRANE 133 ROUTE 28 LOWER CAPE 509-255-7816 ELIZABETHA.MCNICHOLS BOX 560 FAX 508-477-5697 BRIAN F.GARNER MASHPEE,MA 02649 EMAIL dfkt@capecod.net FATRICL. �CGAULEY 'Also admitted Illinois Bar - November 23, 1998 vi2. 4=.-J Mr. Emmet Glynn, Chairman Zoning Board of Appeals Town of Barnstable South Street Hyannis, MA 02601 RE: JOHN CABANA. APPEAL NO. 1997-129& 1998-10A Dear Mr. Glynn: As the record should reflect, the Board of Appeals granted Special Permit relief to our client, Mr. John Cabana, in connection with the redevelopment of the site situated at 157 Falmouth t Road, Hyannis, MA. Said decision provided, in pertinent part, that the relief authorized by said decision must be exercised within one year. Due to circumstances, my client has been unable to undertake construction, although the building, which had been substantially destroyed damaged by fire, was removed. Under those circumstances my client would request a modification to that Special Permit relief extending the time period within which he must exercise his rights thereunder for a period of six(6) additional months to and including August 4, 1999. If the Board requires a formal application to effect this change, please advise and immediate steps will be taken to submit the formal application for said modification. Very truly you Kevin M. ' ane KMK/mpk cc: Mr. John Cabana TOWN CLERIC '98 -4 P :06 Town of Barnsta Zoning Board of Appeals Decision and Notice John Cabana Appeal No. 1997-129& 1998-10A Special Permit Pursuant to Section 3-3.6(3),4-4.4(2)&4-4.5 Summary Granted with Conditions Applicant: John Cabana Property Address: 157 Falmouth Road, Hyannis Assessor's Map/Parcel: 311/075 Zoning: HB Highway Business District . Groundwater Overlay: GP Groundwater Protection Overlay District Background: The property is a 0.57 acre parcel improved with a 3,000 sq. It building used as a warehouse. The applicant proposes to demolish the existing building and construct a 5,000 sq.ft. retail building designed for a single tenant. Retail use is a conditional use in the HB Highway Business District. The structure is shown on the site plan as 61'from the front lot line, and so does not conform to the required setback of 100'. According to Assessor's records, the existing metal structure was constructed in 1958. The applicant proposes to maintain the existing front yard setback of 61'. The applicant has applied for relief pursuant to three separate sections of the Zoning Ordinance, • -Special Permit pursuant to Section 3-3.6(3)(A)for a use(retail)permitted.in the B District not permitted.in the HB Business District. Special Permit pursuant to Section 4-4.4(2)for the alteration or expansion of a pre-existing nonconforming building. • Special Permit pursuant to Section 4-4.5 to permit a change in the use of the property. Procedural Summary: This appeal was originally filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 21, 1997. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened December 03, 1997, and continued to January 21, 1998. An extension of time for filing of the decision was executed. The hearing was continued due to an error in the legal advertisement and notice. The Board determined to re-advertise and notice the appeal with additional reference to relief requested in accordance with Section 4- 4.5. This was completed as Appeal Number 1998-10 and was opened and heard concurrently at the January 21, 1998 hearing. At that hearing the Board granted the request with.conditions. Board Members hearing this appeal were Ron Jansson, Gail Nightingale,Tom DeRiemer, David Rice, and Chairman Emmett Glynn. Attorney Kevin Kirrane represented the applicant, John Cabana, who was present. Hearing Summary: At the December 03, 1997 hearing, Attorney Kirrane submitted a memorandum in support of this appeal and reported that the building that is the subject of this appeal is in a state of disrepair and the Building Commissioner has recently put stickers on the building indicating the building is condemned. For many years, this building has been used for storage of old fumiture, but recently it has not been used because of building. Attome Kirrane submittedphotographs of the site and the surrounding area. damage to the g y 9 The applicant proposes to demolish the existing structure and reconstruct a single story building designed for a single tenant At this time, he does not have a specific tenant, but if one is not found, Mr. Cabana will use n with his fumiture store La-Z-Bo . Attorney Kirrane indicated that the use will be this structure in conjunction ( y) y 1 a retail use which is allowed in this zoning district by special permit There are 29 parking spaces on site. Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No. 1997-129-and 1998-10A - John Cabana Special Permit-Section 3.3.6(3),4-4.4(2)&44.5 The building is proposed to be a 5,000 sq. ft. single story structure with a 2,450 sq.ft. basement to be used for storage. The other portion will be slab concrete: The proposed use will be no more detrimental than the existing use on site. Attorney Kirrane addressed the requested relief for a Special Permit relative to the alteration or expansion of a pre-existing nonconforming building. It was at this time that an error in the legal notice for the hearing was discovered. The applicant had applied for relief pursuant to two separate sections of the Zoning Ordinance however, only one section was advertised. Due to this error, the Board and Attorney Kirrane agreed to continue this appeal in order to properly advertise the requested relief. The Board asked the applicant if a list of possible types of retail uses could be-presented to the Board. The Board wanted a list of potential uses to make sure they are low impact traffic uses. The appeal was. continued to January 21, 1998 At the continuation of Appeal No. 1997-129, on January'21, 1998,Appeal No. 1998-10 was also opened and heard concurrently. Attorney Kirrane reviewed the memorandum he had submitted previously. He reported that since the last time they were before the Board,there was an arson fire at locus and all-or substantially all-of the structure was destroyed. He submitted photographs showing the site"before"and"after"the fire. Mr. Kirrane reviewed the site plan and submitted a list of proposed retail uses for this site. The Board and Attorney Kirrane reviewed the retail uses proposed by the applicant. Some of the uses do not pose any problems, however, some of the uses are not compatible because the site is located in the GP Groundwater Protection Overlay District. The Board was also concerned with traffic and vehicles turning in and out of the site. Mr. Kirrane stated the uses listed are consistent with inquiries Mr. Cabana has had regarding the proposed building. The list Attorney Mrrane submitted suggests twenty-three(23) possible retail uses. The Board and Attorney : Kirrane reviewed each item. This building will be limited to a single retail use. Public Comment: No one spoke in favor or in opposition to.this appeal.. Findings of Fact: At the Hearing of January 21, 1997, the Board unanimously found the following findings of fact as related to Appeal No. 1997-129 and Appeal No. 1998-10 A(Section 4-4.4(2)for the alteration or expansion of a pre- existing nonconforming building): 1. The property in issue is located at 157 Falmouth Road, Hyannis as shown on Assessor's Map 311, Parcel 075. 2. This property is currently zoned HB Highway Business District and also in the GP Groundwater Protection Overlay District 3. This consists of.57 acres and has the remains of a 3,000 square foot building which has been used (historically)as a warehouse. 4. The warehouse predates the change of zoning in the area and the ongoing use constitutes a legal pre existing use. 5. The petitioner proposes to demolish the remains of the 3,000 square foot building and construct a single story 5000 square foot building. 6. The structure-in terms of its location-is also nonconforming in that it sits back 61 feet from the setback of the layout of Route 28. In the HB Highway Business District, the requirement is a 100 foot setback. 7. bn the proposed plan provided by the petitioner there are 29 parking spaces shown. This is more than ample for the proposed uses on the site. 8. The proposed uses are those which are allowed with a Special Permit as Conditional Uses in the Zoning Ordinance. 9. The modification/alteration/expansion of the pre-existing nonconforming building to its current footprint- as proposed in its current size-would not be objectionable nor detrimental to the public good or the neighborhood affected. 10. The proposed uses would not be objectionable nor detrimental to the public good or the neighborhood affected. 11. The applicant proposes to maintain the existing front yard setback which is 61 feet. 12. The proposed application has been reviewed by the Site Plan Review Committee and found approvable. 2 Town of Barnstable-Zoning Board of Appeals-Decision and Notice _ Appeal No. 1997-129-and 1998-10A - John Cabana Special Permit-Section 3-3.6(3),4-4.4(2)&44.5 Decision: Based upon the findings a motion was duly made and seconded to grant the petitioner a Special Permit pursuant to Section 3-3.6(3)(A)Conditional Uses in Appeal Number 1997-127, and-a Special Permit pursuant to Section 4-4.4(2) Alterations or Expansions of a Pre-Existing Nonconforming Building or Structure in Appeal Number 1998-10A subject to the following terms and conditions, 1. Development of the site shall conform to the plans presented, titled" Retail Development Located-in Hyannis Mass."drawn by Cape&Islands Engineering, last revision date September 10, 1997, and "Proposed Building, 157 Falmouth Rd., Hyannis Mass"drawn by CTC Construction Inc., dated July 23, 1991. 2. The building to be constructed shall be no more than 5,000 square feet and shall be a single story. 3. When available,the petitioner shall immediately apply to-and shall be hooked up to-Town Sewer. 4. A sign shall be placed at the exit to read"Exit-right.turn only"with an arrow pointing to that direction. Right turn in and right turn out shall be encouraged on this site. 5. All signs must comply with the requirements of the Zoning Ordinance. 6. The basement area shall be used for storage purposes only and not for any other use. 7. An additional landscaped area shall be planted along the eastern side line of the structure while maintaining a 24 foot aisle width for parking. 8. The following uses shall be allowed at this site: • Music Store • Furniture and Home Furnishing Store • Apparel Store • Toy, Hobby, or Craft Store • Specialty Dry Goods-but not discount or factory outlet. - • Books and Records Store • .Flower Shop ., Sporting Goods Store • Auto Parts Store • Jewelry Store • Computer Store 9. The directional signs at the site shall be two-sided. The Vote was as follows: AYE: Ron Jansson, Gail Nightingale,Thomas DeRiemer, David Rice, and Emmett Glynn. NAY: None ORDER: Special Permit Number 1997-127,for a conditional use and Special Permit Number 1998-10A with regards to Section 4-4A(2)has been granted. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appe Is of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) da after the date of e f' of this decision. A copy of which must be filed in the office of the Town Clerk. v _ ' , 1998 Emmett Glynn, Chairman Date Signer; I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this c2,07-- day of 1998 under the pains and penalties of perjury. LindNF(u"t'cQeniFder, Town Clerk 3 §10.59 MASSACHUSETTS ZONING MANUAL of Massachusetts for 1959, Pub.Doc.No. 144, at 68,reprinted in 44 Mass.L.Q. Dec.,68(December 1959).The requirement for recording as in effect under Old Chapter 40A, § 18 from 1960 until the effective date of the Zoning Act applied onlyto "limited or conditional" zoning variances.and special permits and was g Pce intended to protect innocent.third parties relying thereon. These recording requirements similarly apply to "an extension, modification or renewal"of a variance or special permit.G.L.c.40A,§11,14.The 1987 amendment to the Zoning Act imposed a similar requirement, in the case of a constructively granted application, for recording a certificate issued by the municipal clerk and a copy of the application.The applicant is responsible for recording at his or her own expense.See Procedural Requirements for Constructive Grant,below. § 10.59 LAPSE OF SPECIAL PERMITS AND VARIANCES The Zoning Act sets forth differing provisions regarding lapse of special permits and variances issued under Sections 9.and 10,respectively.Zoning ordinances or bylaws are required to specify a period of time,not exceeding two years,"which shall not include such time required to pursue or await the determination of an appeal . . . from the grant thereof," in which:special permits shall lapse "if a substantial use thereof has not sooner commenced except for good cause or, in the case of[a]permit for construction,if construction has not begun by such date except for good cause."G.L.c.40A, § 9,Y 11 Variances granted under the Zoning Act lapse by operation of law"[i]f the rights authorized . . . are not exercised within one year of the date of grant of such variance...."G.L.c.40A, § 10,13.The PGA,however,has discretion to extend the one-year period by up to six months if the grantee of the variance applies for such an extension within the one-year period and the PGA grants the extension within thirty days after the application. 1984 Mass.Acts 195.It would seem that the extension may be granted at any public meeting of the PGA, and without notice or a hearing.Alternatively,no reason appears why the extension could not be granted at the same time as the initial variance.There is no provision for appeal from such an extension, and there is no stated requirement for issuance or recording of a written decision. No cases construe what constitutes commencement of construction for purposes of special permits issued under G.L.c.40A, §9.The caselaw decided under G.L. c.40A, §§ 6 and 11 construing whether construction has"commenced"under a building permit -or special permit so as to freeze applicable zoning may be considered but has not been judicially determined to be definitive in determining whether construction has commenced for purposes of avoiding lapse of a special permit.Smith v Board of Appeals of Brookline, 366 Mass. 197,200, 316 N.E.2d 10-46 Supp. 1995 PROCEDURES FOR VARIANCES AND SPECIAL PERMITS §10.59 501, 503 (1974); Alexander v Building Inspector of Provincetown, 350 Mass. 370, 374-75, 214 N.E.2d 876, 878-79 (1966);Murphy v Board of Selectmen of Manchester, 1 Mass.App.Ct.407,409-10, 298 N.E.2d 885, 887-88 (1973) (site preparation work not sufficient; query whether commencement of construction on one of several independent buildings sufficient as to buildings that have not commenced). Commencement of construction under a special permit authorizing a use,within the specified period,should be sufficient to prevent lapse of a special permit,even though the use does not commence until after the period has expired.Otherwise, the statute would effectively frustrate projects requiring more than two years to complete,regardless of how promptly commenced and diligently pursued. The requirement that a variance recipient "exercise rights"under the variance within a one-year period would appear to be. satisfied by simply obtaining a building permit, regardless of whether construction actually begins within the a period. The period in which the requisite action must be taken is measured in each.case from the date of the "grant. This presumably is the date on which the zoning decision is filed with the municipal clerk,cf. Building Inspector of Attleboro v Attleboro Landfill, Inc., 384 Mass. 109,423 N.E.2d 1009(1981)("final action within the meaning of G.L. c. 40A, § 9 means filing of the decision with the municipal clerk), not the date on which the zoning relief is voted by the board, nor the date upon which the decision "takes effect" as a result of recording pursuant to G.L. c.40A, § 11. The period in which action must occur is explicitly lengthened with respect to special permits during the"time required to pursue or await the determination of an appeal . . . from the grant thereof." G.L. c. 40A, § 9, 111. This provision originally read ". . . not more than two years, including such time required to pursue or await the determination of an appeal . . ." (emphasis added). This language was "clarified"in 1985 to read ". . . not more than two years, which shall not include such time..."(emphasis added).We submit that both the original and revised language intend the same thing—to extend the stated period in case of an appeal.Note, finally, that the original version of this language still appears in Section 9A of the Zoning Act.It is earnestly to be hoped that no court will try to explain this difference on any basis other than legislative oversight. Failure to commence use or begin construction within the applicable period will not cause the special permit to lapse where"good cause"for the delay exists.The Zoning Act does not expressly require a determination by the SPCA as to the existence of"good cause," nor does it provide that such a determination would be conclusive.It would appear that the question could properly be brought before Supp. 1995 10-47 U §10.59 MASSACHUSETTS ZONING MANUAL the board of appeals by an appeal under G.L. c. 40A, § 8 from denial by the building inspector of a building permit or occupancy certificate.See Rinaudo v Zoning Board of Appeals of Plymouth, 383 Mass. 885, 421 N.E.2d 439 (1981) (rescript) (appeal concerning applicability of zoning freeze under G.L. c. 40A, § 6). Neither the Zoning Act nor any decided case addresses the question of whether "good cause" refers only to unanticipated adverse events or circum- stances or whether the SPGA could make a finding of good cause for extension at the time when a special permit is issued.The Zoning Act is silent on whether the period in which a variance must be exercised is similarly tolled by pending litigation, or "good cause." However, the caselaw firmly supports the position that pending litigation challenging a variance tolls the period.Belfer v Building Comm'r ofBoston,363 Mass.439,444-45,294 N.E.2d 857,860(1973);see also Woods v Newton, 351 Mass. 98, 104,217 N.E.2d 728,733 (1966)(delays due to litigation should not prejudice party who had a right to proceed immediately under legal permit). Section 10 of the Zoning Act expressly provides that a lapsed variance may only be reinstated after notice and a new hearing;this has been construed to mean that new findings of the statutory criteria are necessary and that the board is not obligated to renew the relief simply because there .has been no change in circumstances.Hunters BrookRealty Corp:v Zoning Board ofAppeals ofBourne, 14 Mass.App.Ct.76,436 N.E.2d 978(1982);see also Lopes v Board ofAppeals of Fairhaven,27 Mass.App.Ct.754,756,543 N.E.2d 421,422(1989)(after lapse of a variance, new findings were required even though the initial grant of the variance was approved judicially), review denied 406 Mass. 1103, 548 N.E.2d 887 (1990). When a variance that is valid only for a specific, limited period expires,renewal of the variance requires new findings of the statutory criteria. See Callahan&Sons,Inc.v Board ofAppeals ofLenox, 30.Mass.App.Ct.36,40, 565 N.E.2d 813, 816, review denied, 409 Mass. 1104, 569 N.E.2d 832 (1991). Although there is no parallel provision relating to special permits,the same result is doubtless intended. Variances granted prior to the effective date of 1975 Mass. Acts 808 were not subject to lapse under the terms of Old Chapter 40A. Hogan v Hayes, 19 Mass.App.Ct. 399, 403-05, 474 N.E.2d 1158, 1161-62 (1985); Hunters Brook . Realty Corp. v Zoning Board ofAppeals of Bourne, 14 Mass.App.Ct.76,81,436 N.E.2d 978, 982 (1982) (discussing legislative history of Zoning Act § 10). Accordingly, unless a deadline for exercise was specified in the municipality's ordinance or bylaw or in the variance itself, and absent a material change in circumstances, such a variance could continue in force without limit of time although not exercised.Hogan v Hayes, 19 Mass.App.Ct.at 410,474 N.E.2d at 1162(1985)(dictum). 10-48 Supp. 1995 f :, i F tHE Tp� + 1ARNSrABLE. � The Town of Barnstable FED MA'S A Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner September 22, 1997 John Cabana 20 Airport Road Hyannis, MA 02601 Re: SPR-054-97 La-z-boy, 157 Falmouth Road, Hyannis (311/075) Proposal: To enhance die present site with a one-story 5,408 sq.fL structure which will be used for retail space. Dear Mr. Cabana, The above referenced proposal was reviewed at the Site Plan Review meeting of August 14, 1997 and after receiving a revised plan, approved under Section 4-7.4 (2) of die Barnstable Zoning Ordinance with the following condition: • Applicant must seek a Variance from the Board of Health concerning the 330 rule. If the Variance is not granted, the building must be reduced in size. Please be informed that.a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of die Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of thus Division. Should you have any questions, please feel free to call. Respectfully, I Ralph Crossen Building Commissioner TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f .� ANY . � W� Map �Parcel ��7�. . -_ _ •�- Permit# �0 Health Division J IZ a 6 �L��o e� Date Issued ` Conservation Division � Fee (00 _ v Tax Collector,: &v/ -o D%C/� i 7 _ (�®r i L plz (El- Treasurer_ SG N e,716%/ 31 3 ��� 'D Ohl COMPLIANCE o Planning Dept. /� �' � V11TH TITLE 5 Date Definitive Plan Approved by Planning Board n^^ Historic-OKH Preservation/Hyannis Project Street Address 171 Village n h 1 - Owner r : Cad 0✓� ,� 660), a ress Telephone Permi equest a • N Square feet: 1 st floor: existing proposed t1'2nd floor: existing proposed Total new Valuation L 11 q13 d f • Zoning District Flood Plain Groundwater Overlay Construction Type Yp - evxc— Lot Size . Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑ No Epsement Type: ❑ Full El Crawl ❑Walkout ❑Other �-, , f1,4 0, Basement Finished Area(sq.ft.) �"?�/� Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count . Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review#_�Q(L D(o7-p?C Q I Current Use Pro osed Use Z- PA LA ZO ,69-0 5 /NG BUILDER INFORMATION Name -S>oe36CA-S M C- L(ro'0 Telephone Numbe 7 — aW-- /0 Address &3 T&S6d2U o fV- OW4 D t?I UCs License# Tzv tk4 , 0�3'20 Home Improvement Contractor# . Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO A- ` uU-Y AQR-O-Qkb ►r. U 10 3c7 800- 42Z-, �oZ� SIGNATURE DATE lZ ^ zb FOR OFFICIAL USE ONLY % PERMIT NO. M ' DATE ISSUED ; MAP/PARCEL NO. ADDRESS --- r: VILLAGE; - OWNER, �. DATE OF INSPECTION: } FOUNDATION FRAME „ INSULATION r . i FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL` } r ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t " I °FINE l° Town of Barnstable °* Regulatory Services saxxAM a Mass. Thomas F.Geiler,Director 039. � Building Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 August 31, 2001 Attorney Myer Singer PO Box 67 Dennisport, MA. 02639 Re: SPR 067-2001, CC 5, 209 Route 28, Hyannis R311-075 &076, 310-302 & 303 Proposal: Modification of Quaker Lane layout on approved site plan(SPR039-01) Project: Demolition and reconstruction of banking facility with drive-up provision. Dear Attorney Singer; Please be advised that this application was approved at the Site Plan Review hearing on August 30, 2001 with the following condition: The applicant shall comply with all Board of Health regulations. As you are aware this application was referred to the Zoning board of Appeals. Sincerely, Robin C. Giangregorio SPR Coordinator � , Oki ASSOCIATES INC. ARCHITECTS October 27,2003 2 West Street Mr.Thomas Perry Suite G Building Commissioner Weymouth,MA Town Office Building 02190-1861 367 Main Street (781)331-8541 Hyannis,MA 02601 Fax(781)340-6051 www.drlarchitects.com RE: Cape Cod Five Cents Savings Bank— 171 Falmouth Road Donald R.Lonergan,AIA Dear Mr.Perry: Scott R.Towne,AIA Enclosed please find the requested Final Affidavit for the above referenced project.As Thomas E.Chiudina,AIA stated the project has been completed in conformance with the Zoning By-Laws of the Town of Barnstable including Section 4-7.8 paragraph 7. The only significant change to note is the recent modification to the Quaker Road entrance. After receiving temporary occupancy and opening the building for operation; a reoccurring problem emerged with traffic circulation at peak drive-up times. The problem escalated during the busier summer months and required an immediate response.Additional signage.was added unsuccessfully. The two sketches, also enclosed, depict the necessary site modification. Sketch'A is a partial plan of the original site plan approved by the ZBA. Clouded in red is the area where drive-up vehicles would queue back too (during peak times). Consequently vehicles wanting to enter from Quaker Road and go to the front of the building would enter through the exit lane for vehicles exiting the front parking lot. The solution(sketch B)has been to change the center island to a peninsula and widen it to separate the two points of entrance; one to the drive-up lanes and another to the front parking lot.The intent of the original site design has not been compromised and this,modification is considered minor. The green space has remained the same with the widening of the access lanes being offset by the enlarged landscaped peninsula. I have also notified the Owner that the dumpster needs to be enclosed with a fence. You will be notified once this work is complete. Please do not hesitate to call me with any other issues. Respectfully, Thomas E.Chiudina,AIA Enclosures: 3 ARCHITECTURE PLANNING INTERIOR DESIGN CONSTRUCTION MANAGEMENT FINAL INSPECTION AFFIDAVIT PROJECT LOCATION: 171 FALMOUTH ROAD,HYANNIS,MA TO THE BUIIDING COMMISSIONER: I CERTIFY THAT I,HAVE INSPECTED THE WORK ASSOCIATED WITH PERMIT NO. 58465 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 TEE INSPECTION DEPARTMENT AND WITH THE PROVISIONS OF THE TOWN OF BARNSTABLE ZONING BY- LAWS,THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER PERTINENT LAWS AND ORDINANCES. DoNALD R LoNERGAm No. OCTOB 22, 003 El i!—1e1A i'iEc. !`I(—,. DRLAssoCmm,INC. � 4 Z o. 27 Ci,li'r�11 Y MA s 2 WEsT ST.SUITE G, WEYMOUTH,MA 02190 F v��ye THEN PERSONALLY APPEARED THE ABOVE NAMED DONALD R.LONERGAN AND MADE OATH THAT THE ABOVE STATEMENT BY HIM IS TRUE. BEFORE ME, a �NNNNINu�,i NE k MY COMMISSION EXPIRES 30. 6010s •a` �O'os y'y•iusET1 • ,'''O II I V 1 ANd8 aISOdO �Jd o o l �] o - 1 N3W3n bd .pN00 nONIINnl18 a } I. I I C I I � I r V 4's Nye 3 S h U a \ { - � • .®� eu iii `` •' a w m +: ': COD Fm ;+H Sams New Flyannis Branch an Office BUUng � fXt v a 4r'ttrr ttr. /f x r t 'S s ,F ` - yr �S .- _ r;�r�.9'"!'j' Y '4i - r 51 £ 7'e G- r .✓I I� PROPOSED rrN tts .• : •s .1.:.:• BANI ��" {� �a'r-!t 'F lta.l '�.4• F 'P-I e Ylil mom, : ,.. � -- - •` rrf�' rrf 1,r V.�ii...�.v` .� ' ice: ! � Ru• I ��S; ®�/ ! r '.. 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J O Z 1— Z 203 WILLOW STREET,SURE A PH 508362-8382 m o CAPE COD FIVE CENTS SAVINGS BANK YARMOUTHPORT,MA 02675 w�mm FAX508-362-2828 N ° N o 0 171 FALMOUTH ROAD (RT. 28) Z 0 Z 2 2 C HYANNIS, MA O �� ' l " i 4'� a L. `U L' a i �. } w � , •�, 1 �� 1 FIRE ALARM SYSTEM 'TAMP: . OF LEGEND M� MANUAL PULL STATION MOUNTED 48'AFF AUDK1/VISUAL AMID MOUNTED 80•AFF.'M'DENOTES MINI-UNIT •MOUNTING HEIGHTS SHALL BE AS INDICATED UNLESS SHOWN OTHERWISE ON ELECTRICAL VISUAL ONLY UNIT MOUNTED NO'AFF. LIGHTING FIXTURE SCHEDULE ( A ORNM OR^�EL"A , ABBREVIATIONS 1 s Al SYMBOLS MAY NOT BE SHOWN ON PLANS ® ROTOEECTRIC SMOKE DEMMOR:r DENOTES IONIZATION SMOKE DETECTOR TYPE DESCRIPTION MATMANUFALoc M MOM MLJeFR 1� � � REMARKS �JF�A ALTERNATE o SS 3R NEMA 3R RATIO SINGLE STATION 120V SMOKE DETECTOR df RACEWAYS AND WIRING ® 4X NEMMA 4X RATING F LED.OPEN OMEGA MILT LED 120 39 PROVIDE WITH CSS REFLECTOR - IN FIXED TEMPERATURE HEAT DETECTOR. A AMPERES DOWNLN;Hf OR`r&JM3I12OR81.EI36KCSS - .� P4-1 3 5 SINGLE PHASE HOMERUNS TO PAEI90ARD.•P4'DENOTES PANEL,'1,3.5' @ lw0'•NOTES OTES 190T FOOD TEIPEERATURE DENOTES CIRCUIT NULIBERS,([( 2M 1P CIRCUITS GUIDER OF SLASH MARKS AFF ABOVE FINISHED FLOOR ' I►... DENOTES NUMBER OF/12AWIG C ODUCTORS IN MIN 3/4'C. NO SLASH SPRINKLER TAMPER SWITCH FURNISHED AND INSTALLED BY THE FIRE G LED. OMEGA PROVIDE WITH CSS REFLECTOR - MAW INDICATE 2012 do 1/12C^3/4•C UNLESS NOTED OTHERWISE ® PROTECTION SUBCONTRACTOR,WIRED BY THE ELECTRICAL,SUBCONTRACTOR AFG ABOVE FNTSHE HER D GRADE WA.LWAS 0M81ED3912DR8LED35KWWCSS MLLr LED 120 38 P4-2 MULTI-POLE HOMERIN TO PANELBONRD.'P4'DENOTES PANEL,'2'DENOTES SPRINKLER WATER FLAW SWITCH FURNISHED AND INSTALLED BY THE FIRE HE CIRCUIT NUMBER.20 ALP 3 POLE C/B.MANGER OF SLASH MARKS DENOTES ® PROTECTION SUBCONTRACTOR WIRED BY TFE ELECIRIGI SUBCONRRACIOR. AD AMPERE NNIERRLITNG CAPACITY FLUORSECNT FOCAL POUR Ji'SANE AS'J'BUT - 2p/3 NUMBER OF J12OG CONDUCTORS IN MINIMUM 3/4'C. ® J LINEAR COVE FCVA261T81C12ODf.'*I 1 78 120 32 38•LONG - WREN DOOR HOLD OPEN DEICE ARCH ARC IECT L.I.1 �N 1�GREFN GROUND CONDUCTOR NOT NOTED BUT SHALL BE INCLUDED IN EACH ARE ALARM MASTER BOX ATS AUTOMATIC TRANSFER SWITCH DECORATIVE PENDANT SCOTT LIGHTING - - RA(EIYAY.SIZE SHAD BE/12AwG UNLESS INDICATED OiFEkWISE _ AWC AMERXiW WIRE GAUGE K CF- S2318BC26EPIDlM 5 28 120 28 _ - 6 INTED N DUCT M SMOKE DETECTOR MATH SAMPLING TUBE —E— 2+lO,#IOC EMERGENCY ONLY WRING ® C CONDUIT a REMOTE TEST STATION FOR DUCT SMOKE DETECTOR WITH L 2 78 120 32 - U NAMEPLATE LABELED ACCORDINGLY 4 FOOT FLUORESCENT DAYBWIE - C/B CIRCUIT BREAKER WRAPAROUND AWN2321201/2 _ LIGHTING FIXTURES ® R°'101E ALARM INDICATOR C.T. CURRENT TRANSFORMER _ W LL A ® FIRE HARM CONTROL PANE. EMERGENCY BATTERY YcPWLBEN _ 2 MR18 8 12 - FLUORESCENT LIGHTING FIXTURE GEEING OR RECESSED MOUNTED. A'DENOTES CAT CATALOG UNIT CAX8L24W12 = U 20 FIXTURE TYPE,'2'DEOIFS CIRCUIT MEMBER.'a DENOTES SWITCH OONIRO, ® ARE HARM REMOTE ANNUNCIATOR w CRCAI Z ) O LIGHT FIXTURE WIRED To CONSTANT-ON OR NORMAL EMERGENCY CRCNT ® ADDRESSABLE CONTROL MODULE Cli COPPER z zi �----� FLUORESCENT BARE LAMP STRIP OR INDUSIRW STRIP ® ADDRESSABLE MONITOR MODULE ONG DRAINING z U a Lu CD MIGND MPACT ESCFNT OR CO FLUORESCENT RECESSED OR SURFACE MONIED KEF EXTERIOR FIRE ALARM BEACON O _ LIGHTING FIXTURE ® KNOX Box E WIRED ON EMERGENCY CIRCUIT LIGHTING FIXTURE NOTES: BRANCH CIRCUIT WIRING NOTES: 0 (-) w c 1-0 WALL MOUNTED UGHTIO FIXTURE EC EIECRICAI CONTRACTOR 1. PROVIDE ACCESSORIES AND MOUNTING HARDWARE FOR ALL FIXTURES. 1. WRING LS SHOWN ON DRAWM ONLY FOR SPECIFIC ROUTES OR SPECIAL m Q 3 0 WALL WAS„OR I1a�cnoNA.LKLIGHTIFIXTUREFFIXTUREPOWER DISTRIBUTION EQUIPMENT EM EMERGENCY 2. COLORS SHALL BE AS SELECTED BY ARCIITECr. CONDITIONS. °s 3. COORDINATE EXACT LACATION WITH ARCFITECf PRO TO ROUGH-II 2. WNWAND CONDUIT SEWN BE REpUIRED BETWEEN ALL OUTLETS INDICATED3� CEILING MOUNTED ILLUMINATED EXIT SIGN,ARROWS AS INDICATED ON DRAWINGS ® DISTRIBUTION PANEL ETD EXAM TO BE DEMOLISHED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. o I® WALL MOUNTED ILLUMINATED EXIT SIGN-BEADING INDICATES FACE PLATE(S) PAHELBOAD,SURFACE MOUNTED ETR EXISTING TO REMAIN 4. ALL COMPACT RJ O�NT BALLASTS SHALL BE EIECIRONIC TYPE IALL SM CONTROLS SHALL BE PROVIOED WITH WIRING AND CONDUIT r 5. ALL FLUORESCENT LAMPS SMALL BE 3M K AS REQUIRED. EMERGENCY BATTERY UNIT = PAEI9QARD.FLUSH MONIED ETRL EXISTING M BE RELOCATED 4. ALTHOUGH LT ITEM ALL BRANCH THESE DOCUMENTS WIRING AND THAT COMPLETE IS NOT TH SHCIROWN, ITN75 THE Lt RING REM(YE EMERGENCY ONLY LKAR HEA)s-SIGIE OR DOUBLE AS SHOWN m JUNCTION BOX'SIZED PER NEC eTIRP EXISTING 10 BE REPLAN DEMOLITION AND REMOVAL WORK SYSTEM BE INSrALED. 5. A GREEN GRONDING CONDUCTOR SHALL BE RUN WITH ALL CRUM VERIFY I WEATHER PROOF EMERGENCY ONLY LKNIf FIXTURE 4 MOTOR,2'DENOTES HORSEPOWER G CHIDED CONDUIT SIZE TO ENSURE IT CAN ACCOYODAIE ALL ROSE.NLUIRAL AND A REMOVE ALL ELECTRICAL EQUIPMENT,WIRING.AND OTER ELECTRICALGRDUNID z Y_ TRACK LIGHTING AND HEADS,LENGTH OF TRACK AND OlAH111Y OF HEADS ® MAGNETIC MOTOR STARTER WITH ENCLOSURE.MINIMUM SIZE NEMA 1 GC GENERAL CONTRACTOR WORK AS TEQURED. DISCONNECT LOAD AID LINE DO OF CONDUCTORS ' Q c/) AS SHOWN ON fA00R PLANS P GA GROUND HALT INTERRUPTER FEEDING DEVICES WHICH ARE TO BE REMOVED OR ABANDONED,RDOVE m Z 30/3 MANUAL MOTOR STARTER WITH THERMAL OVERLOAD. •P•DEOTES FILET LKIHT CONDUCTORS NO LONGER IN USE CUT BACK TO FLOOR.WALL.OR WAC HEMING,VENTILATION,AR CEILING AND PLUG BOTH ENDS OF CONCEALED CONDUITS MADE OBSOLETE C/� 0 NON-FUSED DISCONNECT SWITCH:•30/3'DENOTES 3O AMP/3 POLE SWITCH BY THIS ALYERATOK REMOVE EXPOSED OR ABAIDOED CIROLTS AND (I� TOGGLE SWITCHES (MONrtED 48'APE) CONDITIONING CONTRACTOR OUTLETS REMOVE MATERIAL AND EONPMENr AND DISPOSE OF AS �' FUSED DISCONNECT SWWITCH:'30/20/3'DENOTES 30 AYP/3 POE SwRCH, D ND ISOLATED GRI DIRECTED. z Q Soc SINGLE POE TOGGLE SWITCH. •a'DENOTES FIXTUREONT CROL 30/20/3 20 AMP FUSES > 0 0 oD 'oc'DENOTES INTEGRAL OCCUPANCY SENSOR KCIL ONE ME"MI AR MILS B WHEREVER R IS REQUIRED U TO DISCONNECT OR REMOVE ANY PARE OF CONBINAIDN MAGNETIC STARTER AND FUSED DISCONNECT SWITCH.WE O' AN EXISTING GARGLE.YIEDATELY RECONNECT THAT CIRCUIT OR � STARTER.SWITCH AND FUSE AS REQUIRED WA I(ILOVOLT-AYPER6 REEESTABUSH SERVICE IN THE REMAINING POTION OF TE CIRCUIT. < z W S3 THANE WAY TOGGLE SWITCH R THE WORK SHALL ALSO INCLUDE THE RETJOVAL OF MATERIALS AS S4 FOUR WAY TOGGLE SWITCH ® AUTOMATIC TRANSFER SWITCH KVMt KILOVOLT-MPERMI RFACINE DIRIECTED.PR TO REMOVING EQUIPMENT AND MAIERIA.FROM C/) � z � LL SUPPRESSION PROJECT SOL THE BUILDING MANAGER OR OWNER WILL INSPECT F- 0 J SK KEY OPERATED VOLTAGE SURGE TED SWITCH ® KW KIDNIQIS AND ADVISE NIiICI TIERS WILL AGE STORED. z = O MC8 MAMA CRCIT BREAKER D. WHIERE EXISTING RECEPTACES AND/OR SWRCHES ARE LOOTED N U (� SP SINGLE POLE TOGGLE SWITCH WITH PLOT LIGHT MISCELLANEOUS U w fDI.UNANS AND/aR EXOEtpR WAILS,MD AM HOT TO 8E TREusfD. cn SD NCANDESCENT EWER SWITCH. 1000 WATT DIMMER MINIMUM MCC MOTOR CONTROL CENTER REMOVE RECEPTACLE AND CAP OUTLET BOX.RECEPTACLES SHOWN ON Z J Q-`- JUNCTION BDX WITH FLEXIBLE CDNNM110N TO EQUIPMENT PARTITIONS W BE REMOVED SHALL HAVE ALL WIRING AND CONDUIT W Z CEIUNG MONIED OCCUPANCY SENSOR LIGHTING CONTROL REFER M LIGHTING MLO MAN LUGS ONLY REMOVED AS WELL > Q r PLANS FOR EXACT CATALOG NUMBER EXHAUST FAN E WHERE PRESENT WORK B DAMAGED N THE EXECUTION OF THIS am THREE POSITION YONETIURY CONTACT SWTICN,CENTER OFF cm CONTROL PANEL NC NORMALLY CLOSED CONTRACT,OR WHERE OPENINGS ARE LEFT DUE M THE REMOVAL OF � m W m CONDUITS,EQUIPMENT,OR APPARATUS.THE SAME SMALL BE REPAIRED r ® PULL BOX-SQED PER NEC FOR CONDUITS ENTERING AND LEAVING NEC MATKNAL ELECRICAL CODE OR CLOSED UP TO CORRESPOND IN MATERIAL.QUALITY.SHAPE,MO p C/) WITH lHAT RECEPTACLES AR m"I"TU AL A)NOTED H� FIRE RATED POKE-THRU WITH FLUSH MOUNTED DEVICES AS INDICATED NL HICNT LIGHT CALLED FOIL OR SIMILAR AND ADJOINING woRK,UNLESS OTHERWISE 0 z NO NORMALLY OPEN F. SHOULD ANY DAMAGE DUE M THE EXECUTION OF THIS CONTRACT IG 2 DUPLEX RECEPTACLE,'2'DENOTES CIRCUIT MASK T/D 1 ^ FIE RATED POKE-TINU WITH FLEXIBLE CONNECIION TO FURNITURE OCCUR TO THE FURNITURE,FWURES.OR ANY OTHER EQUPMEM OR L u Q GFl 9PWP C ENOTES FP D GRIND FAULT CIRCUIT INTERRUPTER SYSTEM'r/D'DEOTES M./DATA SYSTEM WAGE NTS NOT TO SCALE APPARATUS.SUCH DAMAGES SHALL BE PROPERLY REPAIRED WITH � TYPE DEVICE, V DENOTES WIATED GROUND TYPE THE SUPPLY OF NEW ARTICLES AND MADE GOOD WITHOUT EXTRA _ DEVICE,'W DENOTES WEATHER PROOF COVER CABLE TELEVISION OUREr.WALL MOUNTED I PHASE G. WHERE101OVAL.OF EXISTING ELECTRICAL,EQUIPMENT WILL KW INQ DUPLEX RECEPTACLE MOUNTED 8'ABOVE COUNTER TOP OR WE, PUSHBUTTON AND PULE.'WP•DENOTES WEATHERPROOF P POLE COUTAGES IN OORDINATE AREA NOT TO BE ADVANCE AND C •THAPIS CONTRACTOR SH U AS IMIED ON ARCIIECRIRAL PLANS CR DOUBLE DUPLEX RECEPTACLE MONIED 8'ABOVE COUNTER TOP ® LOW VOLTAGE TRVNSFOti1ER, PC PLUMBINGWNER. D CONTRACTOR MANAGER OR O OR AS INDICATED ON THE ARC ITOCRIRAL PLANS P.T. POTENTIAL TRANSFORMER 9 DOUBLE DUPLEX RECEPTACLE 4 OF Nr-TRUSHROOM IPEDEVV ON INDIUSHOUTTON ICCATED CIRRCCUIT�BREAKEER PVC POLYVINYL TITLE: PHOTO-CELL Q DUPLEX REWTACIE ONE HALF SWITCH CONT OLLET ION OF qwc GFE DUPLEX RECEPTACLE FDR ELEc1RIc wATER GooLER ® TIME CLOCC BOG D DEVICE ELECTRICAL ® WPM RECEPTACLE FLOOR MONIED ST SHUNT TRIP LEGEND, NOTES ®A FACPURPOSE IE RECEPTACLE.a DENOTES TYPE,SEE SPECIAL PLNXISE MECHANICAL EQUIPMENT TELL TELEPHONE AND FIXTURE 9T TAMPER RESISTANT DUPLEX RECEPTACLE TAG ABBREVIATIONS UG UNDERGROUND SCHEDULE EDUIV VOLT ' D- Nmc S UNIT NUM TYPE VE VERIFY N FIELD 2 DENOTES UNIT NUMBER TELECOMMUNICATIONS (Motm 18'AFT) W WATT DATE ISSUED: TELEPHONE OUTLET ACC AR-COOLED CONDENSER WE) WEATHERPROOF 8'-8'OR TOWER 6,01.2011 ♦W TELEPHONE OUTLET MOUNTED 54AFF AK! AR HANDLING UNIT XFMRTRANSFORNIM REVISIONS: © TELEPHONE WTLET FLOOR MOUNTED B BOIFR I CEILING ♦P TELEPHONE OUTLET,PAYPHONE U CANNER LIGHTING U c s EMERGENCY EXIT rRM PENDANT MID. V COMPUTER SYSTEM OUTLET WH CABINET UNIT NEATER FLARE HARM AIDE/—b EXIT EXCM WHERE HIM � ® COMPUTER SYSTEM CUTLET FLOOR MONIED EBB Balm BASEBOARD VISUIAL DEVICE WAL PHONE O COMWOMON TELEPHONE/DATA OUTLET EF EXHAUST UST FM i IL NOTE EC SHRWE�l�PERROVI3D�E A DIDDLE GANG EWCK BOX WITHI SNIP E EH EXHAUST HOOD FIRE ALARM MANIA—�a -t AGANG BOVE ACCESSIBLE 4'CONDUIT NO PUL.LSRING STUBBED OUT EWH EEMM WALL HEATER �STATION i T 5' DRAWN BY: CS FC FMI COL �� MN.42' HP HEAT PUMP TEL/DATA OUTLET • AFF 1O CL PROJECT#: DR Ir ABOVE 10153 MAU MAKE-UP AR UNIT RECEPTACLE 18' COUNTER TO' DRAWING NO.: P PUMP RTU ROOF TOP UMf lKIffS' B I F) I R 1.INSTALL DEVICES AT ONE COMMON VERTICAL CE APPLICABLE 1G 1` EO , 1 2 INSTALL DEVICES AT THIS HEIGHT WHEREVER APPIIGBLE ILH UNIT HEATER BUILDING ENGINEERING RESOURCES,INC. 66 Main Street Q40 P-W&&Avenue vAv vARHAENE AIR rnLaNNE Box DETAIL OF TYPICAL DEVICE MOUNTING HEIGHTS TUTS T&(508)N0-0260 6 E.fteII(4 1)4354602 Tel:(508)230-0260 Teh(401)435-4602 WH ELECTRIC WATER HEATER Fax:(508)230 0265 Fac:(401)43SA608 0FR(a�OGR-Fnginccring.com www.hr-cngnurrvig.com �STr.MP: li �OF MAP 1 2 T 4 1 4 �4 - — — — — — — — — — - — 6 .. ,. a — — — — c I I I MEN I I ❑ I° 012 c � W W N m m a EMPLOYEE LOUNGE —— a o2$ o 0 o U a w I a ❑ STAIR #2 z a. G 002 z �— U a WOMEN JAN. Z "' I I � � o 1 1 a 011 1 010 Cc w mQ o 3 ? ETD STOR. MECHANICAL 1 UNEXCAVATED ARLA STORA li z a 11 (FIRST FLOOR SLAT ON GRADE) H m Z EF--1 -- --� a F , ----, - --, cn O ;I -�RAII�ING/COM UNIT- ltM I I 11 I I I I I I- 007° L----� L---\a II L----fib L----� L IIff=l Q Q O 11 c w o z ETA ETD— H ETD!� — ETD———- O cn w z = Lu I F--I r— -- -- --- Lv O f" J I i I 1 11 I I I I I Z = w L--- w O Q b L-----� L— --Jb (� CJ3 F— H W z = Z [LL - LL LL Q ° S31b H r m Sk a . r r—� Q z 1 1 1 I II I 1 1 I I I I 1 U L--u L----u L----a II L----Jb L----� t__� w II , r) _ a 11 Q ° U 4. EELEV EM 4 I r TITLE: ELEV. I I 1 .4 MACH. RN -- — 004 STORAGE COMPU ER ° ELECTRICAL STAIR #I — _ of RM. a 001 05 _ BASEMENT DEMO ELEC. PLAN TEL/DATA I. ol3 IT'7' a— — — — — — —L-- —� — — — . .4.1 4 -d G DATE ISSUED: 4 -7 ° r — — REVISIONS: 6.01.2011 SPRINK. RM. 0o6 FF F.2 1— — — — — 1— — — °d� ❑ FI DRAWN BY: CS PROJECT#: 10153 DRAWING NO.: - BlEIR Buimp,,G Emmimm RESOURCES,INC. EDI 10 ELECTRICAL BASEMENT DEMO PLAN 66 Main Sonot 1240 h m&eA- 0 No.Fosmq MA 02356 E.P-id—,RI 02916 SCALE: 114"-1'-0" Fa:(08)�a-0 6 Fe.(01)435408 01.R(yOFR-Fn�inlrnng.nam www.bcr-cnginccring.cpn r STAM OFPr�i . 1 2 3 4.8 5 tr ' AL 19 tEQ` o a - - C MEN a 012 ----------� c .4 r---- ° 4 Lu 0 � M EMPLOYEE LOUNGE — — — o L F— ❑ STAIR #2 _ _ U 002 Z WOMEN U a JAN. z o 011 IF)10 p U L c Q O 3 a d a d. 82 3 0 I I I I I I ord} 6 MECHANICAL ni CLOSET 92 CLOSET CLOSET FEIR — #3 #4 Den bb 82 d z m z TO eE TED. 07 O NEw 10 SCREEN EM Eft coal UNEXCAVATED AREA F 1 F ® z Q C) (FIRST FLOOR SLAB ON GRADE) �" - �� IL O O Lu a U) = Lu e e z � O � m d z Q cn 80 80 G 81 n— I _<l A, b ll_ m m C) Cn Fnn F # d O% z r a �b RL NE I FM VO H U Q Lu Lu } T EFIR � RL EIR oIIER Q = d R � Q WLE — U 14 6 : d TUITLE: ELEV. ITWMACH. RM s ELECTRIC 04 [M ELECTRICALSTAIR Tat I 110. PROPOSED 00 BASEMENT PLAN — — - - a DATE ISSUED: I 6,01,2011 4 —. o d — — � REVISIONS: SPRINK. RM. !l�T: 000 CLOSET #I d m DISCoNNECT AND RECof01Ef,T owNG FIRE mm YmmiNG FoR — — — — — — — — — — — I ( I � a SIJP1.51IPRES90N SY'S7FY BY SPRMrQFR — F.2 CONTRACTOR. m PRM SHUNT 1RIP FM DFDWM WVAC SYSIEMS IN IT ROOM ( a d SHALL SHUT DOWN UPON SUPPRESSIGN SYSTEM OPERAION. DRAWN BY: CS PROJECT#: 10153 2 s 4 n.a 5 e DRAWING NO.: B ( EIR Bum `G ENGMERWG RFSWRCES,INC. ELECTRICAL PROPOSED BASEMENT PLAN 66 Emto,,M 1240 E.P-iwns,K02916 El � No.Easton,MA 02356 E.Pcuvufeuce,RI02916 - N I N Tel:(50g)230-0260 1'&(401)4354602 SCALE: i1•4 -I —0 Fax 111111300211 Fax:1111411-4608 Of,R(a;0[R-F.ngincenng.com www.bct-cnginctting.cgn STAMP• iJAOF ZI C L I I I'1EN a N c0 012 ------------- c N ° r-- a w ° ° ENPLOYEE LOUNGE d5 0 0 ° 1 °q --- -- - 0 a --- - U 4 o — — Lu ❑ STAIR #2 z 002 U a o WOMEN JAN. z o 011 010 O U El 3 a � o I"IECHANICAL 00 a nCLOSET CLOSET CLOSET 1 1 1 Q LIP EC ION SCREEN AND SCREEN RL TRAINING ROOM ° � O CONTROLLER TO BE RELOCATED. u EK PROVIDE NEW WIRING TO SCREEN x� ETO O� /n CONTROLLER.MATCH EJOSW WRING V f ° U N E X C A V A T E D AREA MATERIALS AND CONFlGURATRON. 1 > j C) (FIRST FLOOR SLAB ON GRADE) i L O w 6 ° I I a cn w z = u.a ,ETR � 0 = co z = O Q ETR w ii UZQ � co uc Lu = �7> 0- Q r RL m <C m # p RL 4 NEW FM 200 WLn I ° ° Uw >Qz z- ETRtEIR RL o Q _ ETRL T - ETR - - U ° ° a EIRL Q a -I . 003 TITLE: I ELEV. IT oOOM -- I"IACH. RI"1 ELECTRIC STAIR # 04 sTo�AGE ELECTRICAL — I PROPOSED 001 LELEV -- BASEMENT PLAN — — . . DATE ISSUED: n 6,01.2011RN. REVISIONS: ° (D Dw ACT Am REcwta DmNG FYI Am mmffoRm FOR — — — — — a — — — _ $UPRESSTEY SUPRESSION SYSTEM Bf SPRWIOFR — _ — F.2 CONTRACTOR. 1 ❑ ❑ 1 ('�PROVIDE SHUNT TRIP FOR DEDICATED HViVC SYSIf?AS W R ROOM 7 . ° SHALL SHUT DOWN UPON SUPPRESSION SYSTEM OPERATION. E) 0 DRAWN BY: CS PROJECT#: 10153 DRAWING NO.: BIEIR C BUII.DJtG ENGINEERING RESOURCES,INC. E ' ROPOSED BASEMENT PLAN — POWER PLAN 66Main9"e' EF Rid—,,JA mu 02916 CT No.Easton,MA02356 G.Pmvideuce,RI02916 C� w Tel:(508)230-0260 Tel:(401)435A602 SCALE: 114' V-0M Fax:(505)230-0265 F.:(401)435-4608 EF.R*BFR-F.nginccdng.com wwx.bcr-cnginccnng,com 3STAP MP: B. NEW EQUIPMENT AND MATERIALS SHALL: OF PART 1 -GENERAL 1. WHERE NORMALLY SUBJECTED TO UNDERWRITER'S peaww� 1.01 �y, p� 1.03 WORK NOT INdIIDED LABORATORY INC.LISTING OR tABELMG SERVICES,BE SO WmYrJrCut77tVi A. THESE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY A FURNISHING MOTORS,MOTOR STARTER AND CONTIROL DEVICES LISTED OR LABELED. i AS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT PMENNre A PRICE CONNECTED TO EDUT FURNISHED UNDER OTHER DIVISIONS OF THE 2. BE WITHOUT BLEMISH OR DEFECT. 2.04 L11 y9 FOR MATERIAL AND LABOR PROVISIONS. SPECIFICATIONS.HOWEVER,ELECTRICAL CONTRACTOR WILL ERECT AND A. JUNCRON BOX AND PULL BOXES SHALL BE PROVIDED WHERE A THE DOSTING FACILITY IS EQUIPPED CORN A FINE ALARM SYSTEM WHICH IS WIRE SAME,FURNISH AUXILIARY MOTOR DISCONNECTS AS REQUIRED By 3. NOT TO BE USED FOR TEMPORARY LIGHT AND POWER INDICATED OR SPECIFIED AND WHERE NECESSARY TO FACT RATE B. IT IS NOT INTENDED THAT THE FLANS OR SPECIFICATION SHOW OR DRAWINGS OR CODE. PURPOSES WITHOUT ARdNTEC'S AUTHORIZATION. THE INMALLATION OF EQUIPMENT OR WRING. TO BE EXPANDED IN THE WORK AREA ALL NEW EQUIPMENT SHALL BE OF /S STATE EVERY DETAILED REMMEfNT OF THE WORK,BUT RATHER THAT THE SAME MANUFACTURER AS OF THE EXISTING SYSTEM,INCLUDING PULL THEY FURNISH ADEQUATE INFORMATION FOR AN EXPERIENCED B. FINISH PAIRING. B. ALL BOXES SHALL BE SIZED IN ACCORDANCE WITH NATIONAL STATIONS,SMOKE DETECTORS,DUCT SMOKE DEFECTORS,AND CONTRACTOR TO PROVIDE A COMPLETELY ACCEPTABLE INSTALLATION. 4. BE IN ACCORDANCE WITH THE U11ST APPLICABLE N.EMA ELECTRIC CODE AUDIBLE/VISAI SN,INALS ETC All NEW HORN/STROBES SFIAl1 BE THE GENERAL CONDITIONS HERE FORM A PART SHALL BE CAREFULLY C. TELEPHONE/DATA WIRING AND DEVICES. STANDARD. SYNCHRONIZED WITH EXISTING APPLIANCES. WHETHER ATTACHED HERETO OR NOT SHALT.BE CAREFULLY EXAMINED BEFORE SUBMITTING A PROPOSAL.WHERE GENERAL CONDITIONS 5. BE APPROVED BY BUILDING MANAGER OR OWNER. 2.05 OUTLET BOXES B. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CLAUSES ARE REPEATED IN TINS SECTION, IT SCOW DE UNDERSTOOD 1.04 CODES.PERMITS.AND INSPECTIONS C. FOR ITEMS WHICH ARE TO BE INSTALLED BUT NOT PURCHASED AS A OUTLET,PLAT.AND JUNCTION BOXES SHALL BE FABRICATED FROM REVIEW THE SCOPE OF WORK AND PROPOSED EQUIPMENT WITH THE AS CALLING SPECIAL ATTENTION TO THEM.OR AS A FURTHER A ELECTRICAL WORK SWILL COMPLY WITH THE APPLICABLE PART OF THE ELECTRICAL WORK,THE EIECTROL WORK SHALL STEEL AND CONFORM TO UL 50,UL 514,AND NEMA OSI. BOXES OF FIE ALARMS FOR THE CITY LOCAL FIRE PURCHASE AND QUALIFICATION,AND SHALL NOT BE ASSUMED AS OMITTING ANY OTHER REQUIREMENTS OF THE STATE ELECTRICAL.CODE LOCH. INCLUDE NO THE OWNER AT THE LEAST SHALT AIM NOTIFY THE LOCAL FIYE DEPARTMENT CLAUSES NO GENERAL CONDITIONS REFERRING TO THE WORK ORDINANCES,AND OTHER AUTHORITIES EXERCISING JURISDICTION FOR T STEER LOCATIONS SHALL BE CODE GM1GE GALVANIZED INCLUDED HEREIN SHALL BE CONSIDERED AS WANED UNLESS 1. THE COORDINATION OF THEIR DELIVERY. SEER�m POSSIBLE DISRUPTION TO.OR ASSOCIATED WORK ON EXI5IING FIRE w SPECIFlCAL.LY STATED HEREIN. OVER ALL ELECTRICAL CONSTRUCTION WORK AND THE PROJECT. 2 THEIR FIELD MATE-UP AND INTERNAL WIRING AS MAY BE B. BOXES SUL CONTAIN SUITABLE KNOCKOUTS.BARRIERS SWILL BE ALARM � 0 0 B. NOTHING CONTAINED IN THESE SPECIFICATIONS OR PLANS SHALL FURNISHED AS REQUIRED BY CODE C. BEFORE SUBMITTING PROPOSAL, EXAMINE ALL PUNS RELATING TO THIS BE SO CONSTRUED AS TO COFEUCT WITH ANY LOCAL,MUNICIPAL, NECESSARY FOR THEIR OPERATION. C. THE EXISTING FIRE ALARM SYSTEM SHALL BE REPROGRAMMED AS REWIRED WORK,VERIFY ALL GOVERNING CONDITIONS AT THE SITE BECOME FULLY AND NATIONAL BEARD OF THE FIRE UNDERWRITERS REWUTDNS TO INDICATE THE RENOVATED AREAS,REVIEW ZONING WITH THE OWNER'S o 0 C. BOXES SHALL BE SIZED AS REQUIRED BY CODE FOR NUMBER NO _ INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED GOVERNING THE INSTALLATION OF WORK SPECIFIED HEREIN.ALL REPRESENTATIVE AND LOCAL FIRE MARSHAL.THE E.C.SHALL BE U a AND ITS RELATION TO THE WORK OF OTHER TRADES SIGN OF A D. ELECTRICAL RACEWAY AND SUPPORTING SYSTEMS SHALL ff GAUGE OF OONOUITORS THEREIN,EXCEPT WHERE NOTED TO BE SUCH LAWS,ORI N A LACES,AND REGULATIONS,WHERE THEY APPLY FURNISHED AND INSTALLED COMPLETE WITH ALL MATERIALS. URGER,THE MINIMUM BOX SIZE SHALL BE 4'SQUARE BE 1 RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH NETS WORK. U COST PROPOSAL(BID)WILL BE JUDGED AS EVIDENCE THAT THE SITE TO THIS WORK,ARE HEREBY INCORPORATED INTO AND MADE A FITTINGS,CONNECTIONS AND ACCESSORIES NECESSARY TO PROVIDE 1/2'DEEP.COVERS GREATER THAN 5OBS.SHALL BE DIVIDED =EXAMINATION FIRS BEEN MADE NO COFSIDERGION WILL BE GRANTED PART OF THE SPECIFICATIONS.AL SUCH REW4111EMS SHALL BE IN EACH INSUNCE A COMPLETE OPERATING NNSTAlLATION,AS D. THE E.G SHALL BE RESPONSIBLE FOR ALL POWER SUF%ES REQUIRED DUE FOR ANY ALLEGED MSINDERSfANONG OF THE INTERIMS TO BE SATISFIED AT NO ADDITIONAL EXPENSE TO THE OWNER. DESCRIBED HEREIN,AS NOTED ON THE DRAWIFKS,AND/OR AS INTO MULTIPLE SECTIONS. TO THE NEW DEVICES/APPLIANCES PROVIDED UNDER THIS CONTRACT. LLj LL FURNISHED FOR WORK TO BE DONE.T BEING UNDERSTOOD THAT THE / SUBMISSION OF A PROPOSAL IS AN AGREEMENT TO ALL CONDITIONS APPROVED BY THE BUILDING MANAGER OR OWNER. D. WHERE REQUIRED AND APPROVED BY THE ENGINEER,EXTRA DEEP C. ALL REQUITED PERMITS AND INSPECTION CERTIFICATES SHALL BE E THE Et SHALL Fl1RNSFl BATTERY C4011A110NS WENCH INCORPORATE ALL cn REFERRED TO HEREIN OR INDICATED ON THE PUNS. OF THE WOW. FOR,AND MADE AVAILABLE AT THE COMPLETION THE Al OR EXTRA SHALLOW OF THE SHALL BE SY'TEMI USED TO FACLTATE EXISTING EQUIPMENT IN ADDITION TO ALL NEW APPLIANCES Z E THE DRAWINGS ARE DIAGRAMMATIC AND GENERALLY NNDICILTNE OF /DEVICES U 3 D. PROPOSAL MUST INCLUDE EVERYTHING REQUIRED TO PROVIDE A THE WORK TO BE INSTALLED,BUT DO NOT SHOW ALL BENDS, G - COMPLETE IMAUTION AS CONTEMPLATED IN A SPECIFICATIONS AND 1.05 GUARANTEES AND CERTIFICATIONS FITTINGS.AND BOXES WHICH MAY BE REQUIRED.THE CONTRACTOR F. PROVIDE ALL FIRE ALARM WIRING IN ACCORDANCE WITH MMWFACTURER'S PLANS,WHETHER SPECIFICALLY SHOWN OR SPECIFIED OR NOT. SHALL CAREFULLY INVESTIGATE THE JOB CODITIONS INCLUDING RECOMIENDA10M (� INCLUDED ARE LABOR,MATERIALS,EQUPW3IT,LIGHTS.TOOLS A ALL WORK SHALL BE GUARANTEED TO FREE FROM DL}ECTS STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL HIS WORK uj SCAFFOLDING ETC.NECESSARY TO COMPLETE INSTALLATION Of DEFECTIVE MATERIALS OR WORIDIMNSHP,AS WELL AS DAMAGE TO AND ARRANGE THE SAYE ACCORDINGLY FURNISHING SUCH 208 G. ALL FIRE ALARM INNING STALL BE INSTALLED IN CONDUIT.ALL CONDUIT Z o !OFFOL IN,E9C.NEC SHOWN OR REASONABLY IN IMPLIED. THE WORK OF ANY/ALL TRADES RSULIING FROM THE SAME FITTINGS,BOXES AND SIMILAR ITEMS AS MAY BE REQUIRED TO A ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE SHALL HAVE A RED STRIPE PAINTED EVERY 10'-0'.ALL JUNCTION BOXES �S = w SMALL BE REPLACED OR REPAIRED AS DIRECTED FOR DlNA71ON MET SUN CONIXM NS. ADEQUATELY SUPPORTED FROM THE BUILDING CONSTRUCTION AND COVERS SAW BE PAINTED RED.FIRE ALARM RATED'MC'CABLE MAY U U E. ANY DISCREPANCIES BETWEEN THESE SPECEKARONS AND THE OF ONE YEAR,FROM THE DATE OF ACCEPTANCE USING APPROVED CLAMP SCREWS WITH THE INSERTS OF BE USED WHERE RUN CONCEALED IF ACCEPTABLE TO THE LOGY.FIRE m Q o ACCOMPANYING PLANS OR THESE SPECIFICATIONS AND PLANS AND THE 2.02 WIRING S EXPANSION ANCHORS,EXPANSION BOLTS ARID TOGGLE BOLTS.TN DEPARTMENT. 3 a B. THE DATE OF ACCEPTANCE SAIL BE THE DATE OF THE FINAL NO CASE SHIN THE HUNG CEILING MEMBERS OR WIVES BE I= o SPECIFICATIONS OF OTHER TRADES SHALL BE BROUGHT TO THE A WIRE AND CABLE SHALL BE COPPER.RATED FOR 600 VOLTS TO SUPPORT CONDUIT*. 2.12 0 PAYMENT FOR THE WORK OR THE DATE OF A FORMAL NOTICE OF 3 ATTENTION T OF THE ARCHITECT PRIOR TO THE ALLOW THE OF THE BID. ACCEPTANCE WHATEVER S EARLIER. TYPE TFIIN FOR BRANCH CIRCUffS AND XHIHW FOR FEEDERS. FAMINE TO COMPLY WITH THE ABOVE SHALL ALLOW THE ARCHIIEW TO IMAE A FINAL AND BINDING DECISION AT A LATER DATE AND NO B ALL FAST]NND,SUPPORTS CLAMPS ANCFIORS,AND SIMILAR ITEMS lei ALLOWANCE WILL BE GIVEN IF THE MORE EXPENSIVE OF THE ITEM IN C. NON-DURABLE ITEMS,SUCH AS ELECTRIC B. WIRE_#10 AWG MID SMALER SHALL BE SOLID.WIRE AWG AND SHALL BE OF TYPE SUITABLE FOR THE PURPOSE A PROVIDE FiRESTOP OR SM01(ESfOP BETWEEN SIfEVES AND CONDUIT o } AMPS, THAT BE WRIER SHALL BE SRRWW. MANUFACRIRED BY BID FIRE SHIELD.INC.,OR DOW CORNING CORP.AS pLLST10M Is SELECTED. REPLACED UP TO RE DATE OF ACCEPTANCE SUCH THAT THEY FOUAWS SHALL HAVE HAD NO MORE THAN 100 FOURS USE PRIOR TO THIS C. WNW SHALL BE CO S STEMLY COLOR CODED THROUGHOUT FOR 2 07 NtlBI DATE1. DOW CORNING SILICONE RN FOAM. F. THE WORK CALLED FOR IN THESE PLANS AND SPE'CEIGIIOS SUL 120/206 VOLT SYSTEMS,UTILIZE RED.BLUE BLACK FOR LIVE A. ALL DEVICES SHALL BE SPECIFICATION GRADE ILL.APPROVED. 2. DOW CORNING 96-081 RN SILICONE ADHESIVE SEALANT. BE COORDINATED WITH THE STRUCTURE,WORK OF ALL RELATED 3. MEURAL FIBER BOARD,WAITING AND PUTTY. TRADES,AND SHALL BE SO ARRANGED THAT THERE WILL BE NO DELAY 1.06 SHOP DRAWINGS AND EQUIPMENT SUBMISSIONS (PHASE)CONDUCTORS AND WHITE FOR NEUTRAL CONDUCTOR, IN THE PROPER INSTALLATION AND COMPLETION OF ANY PART OF EACH A PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIAL,A UST OF SWITCH LEG SHALL BE SEPARATELY IDENTIFIED.GROUND B. SINGLE POLE SNITCH.20 AMP. 120/277 VOLTS. HUBBELL CAT/ B. PROVIDE WATERPROOFING OF ALL MATFRW.S WHICH PENETRATE A FLOOR. � RESPECTIVE WORK.WHEREIN T MAY BE INTERRELATED WITH THIS CONDUCTOR SHALL BE GREED FOR 277/490V SYSTEMS, UTILIZE HBL1221. EXTERIOR WALL SLAB OR ROOF.AL SLEEVES SAW EXTEND A MINIMUM OF CONTRACT ALL WORK CAN PROCEED IN ITS NATURAL SEQUENCE 111EB MANUFACTURERS SHALL BE SUBMITTED FOR APPROVAL BROWN,ORANGE YELLOW FOR LINE(PHASE)CONDUCTORS,AND 3 INCHES ABOVE FLOOR OR ROOF. z WITHOUT UNNECESSARY DELAY.THE CONTRACTOR S RESPONSIBLE FOR GREY FOR NEUTRAL CONDUCTOR.GROUND CONDUCTOR SHALL BE C. RECEPTACLE.20 AMP,2 POLE 3 WIRE DUPLEX, 125 VOLT, Q C/) B. PRIOR TO ASSEISM OR INSTALING THE WORK,CATALOG PART 3-EXECInON ANY ADDITIONAL COST AND DELAYS IN THE WORK RESL.TND FROM INFORMATION MD FACTORY ASSEMBLY DRAWINGS,AS REQUIRED GREEN WITH ES GROUND TYPE FNIBBELL GTf 5382 OR APPROVED EQUAL m O SUMM RLON UNDER THIS DIVSDN:INCLUDING,BUT NOT LIMITED TO, FOR A COMPLETE EXPLANATION AND DESCRIPTION OF ALL 301 DEMOLITION AND REMOVAL WORK ANY CHANGES.INDECISION,INSTALLATION OR THE WORK OF OTHER FIXTURES,DEVICES,DEVICES AND ITEMS OF EQUIPMENT.SHALL BE D. MINIMUM SIZE D. COLOR AND TYPE OF ALL DEICE PLATES SWILL BE APPROVED BY _ TRADES ARCHITECT PRIOR TO ALLA710N. A REMOVE ALL ELECTRICAL fAl1PAlENT WIRING AND OTHER ElFC1RIGll WORK Q SUBMITTED FOR APPROVAL. 1. INDICATED. SAND POWER./12 AWG,UNLESS OTHERWISE AS REWIRED.DISCONNECT LOAD AND LLE END OF CONDUCTORS FEEDING L- G. ELECTRICAL.DRAWINGS ARE DIAGRAMW7IC(EXCEPT WHERE C. FIELD INSTALLATION DRAWINGS AS REQUIRED TO IXF1AIN FIAIY E THE EC SHALL PROGRAM ALL OCCUPANCY SENSORS TO THE DEVICES WHICH ARE TO BE REMOVED OR ABANDONED.REMOVE CONDUCTORS z DIMENSIONED)AND NOTE THE GENERAL ARRANGEMENT OF SYSTEM ALL PROCEDURES INVOLVED IN MEETING,MOUNTING AND 2. CONTROL:114 AIG. SATISFACTION OF THE TENANT.AS A MINNAIAI,TFE EG SHALL NO LONGER ENDS IN USE CUT BACK TO FLOOR,WAIL,OR CEILING AND PLUG > AND WORK.FOLLOW ARCHITECTURAL,STRUCTAA,AND CONNECTING ALL ITEMS OF EQUIPMENT. PROVIDE 44) HOURS OF TRAINING TO THE TENANT.ALL BOTH ENDS OF CONCEALED OONDIIIIS MADE OBSOLETE BY THIS ALTERATION. 0 O OCCUPANCY SENSORS SHALL BE FULLY PROGRAMMED AT TIME OF REMOVE EXPOSED OR ABANDONED CIRCUITS AND OUTLETS.REMOVE MATERIAL Q CC MANUFACTURERS SHOP DRAWINGS FOR GREATER Af.CURACY. CONSULT 3. 120 VOLT CIRCUITS OVER 100 FEET IN LENGTH AND 277 � G ENGINEER IN CASE OF DOUBT OR CONFLICT,UNLESS,NOTED,FIXED D. NO EQUIPMENT SHALL BE FABRICATED.DELIVERED,ERECTED.OR VOLT CIRCRTS OVER 200 FEET IN LENGTH FROM THE POINT FINAL PUNCH-LJST. AND EQUIPMENT AND DEPOSE OF AS DIRECTED. W DIMENSIONS ARE BASED ON THE PRODUff OF OE MAW XlUR R, RECONNECTED THAN FROM DRAWIGS APPROVED BY THE OF SUPPLY TD IME FIRST OUTLET SHALLBE 110 AWG. 2.08 GROUNDING B. WHEREVER IT IS REWIRED TO DISCONNECT OR REVIVE ANY PART OF AN W W VERIFY DIMENSIONS WITH THE SHOP DRAWINGS OF THE MATERIAL ENGINEER.SHOP DRAWING IN THE NUMBER DIRECTED SHALL BE EXISTING CIR(XLT IMMEDIATELY RECONNECT 7HHAT CIRCUIT OR REESTABLISH ACTUALLY O --I ACTUALLY APPROVED OR PURCHASED. Sl1BWRFD FOR THE FO LOWING E SPLICES IN BIWCH CIRCUIT WORK SHAM BE MADE BY MEANS OF A ALL ENCLOSURES AND NON CURRENT CARRYING METNlIC PARTS SERVICE IN THE ROCKING w PORTION OF THE CI M z w m TYPE'R''SCOtCHLOCK'ELECTRICAL TYPE. OF ELECTRICAL EQUPMENT.RACEWAY SYSTM AND EOUIPMEIIT /_� H. EXACT LOCATION OF ALL PULL EQUIPMENT,PANELS. BOXES,FEFJ)ERS, 1. LIGHTING FIXIURM 5. PANEL BOARDS AND dRCUT GROUND BUSES SHALL BE EFFECTIVELY GROINNDED TO THE C. THE WORK SHILL ALSO INCLUDE 7}E REMOVALOF MATERIALS AS DIRECTED. U � COC FIXTURES. ERG.SAL BE APPROVED BY THE ARCFIIfCT AND OWNER BEAKERS F. ELECTRICAL.INSULATION TAPE SHNI.BE VINYL.PLASTIC TYPE WITH BUILDING GROUNDING SYSTEMS THROUGH THE SYSTEM GROUND PRIOR TO REMOVING EQUPMEG'AND MATERIAL FROM PROJECT SITE THE / ` G cn 2. WIRING DEVICES AND ELATES. CONDUCTORS.METALLIC CONDUITS AND OTHER RACEWAYS AND U z Q PRIOR TO THE INSTALLATION OF THE SAME PRESSURE ADHESIVE CONDUCTORS.ELECTRICAL.TYPE ENd1>Sl1RIS CONDUCTORS STALL BE METALLIC ALLOY DIVED W = Z S. SAFETY SWITCHES AND MOTOR BUILDING MANAGER OR OWNER WILL INSPECT AND ADVSE WENCH ITD15 OVAL -I 3. CONDUIT.BOXES,AND FITTINGS. HE STORED. L CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS.SUPPORTS, STD G BLANCH CIRCUITRY NITERS INDICATED ON THE DRAWINGS ON TOGETHER INTO A CONTINUOUS ELECTRICAL CONDUCTOR.AS TO > � L1 Q FIRINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES 4. WIRE AND CABLE 7. FINE ALARM SYSTEM INCLUDING MULTI-CIRCUIT HOWERUM ARE FOR IDENTIFICATION OF DEVILS PROVIDE EFFECTIVE ELECTRICAL CONTINUITY. D. WHERE EXISTING RECEPTACLES IVD/OR SWITCHES ARE LOCATED IN COLUMNS I_I_ co Q REG1UTpNS,AND THE BEST PRACTICES OF THE TRADE FOR OR EQUIPMENT THEY ARE CONNECTED TO N O DO NOT INSTALLATION OF AL ELECTRICAL WORK BATTERY CALCULATIONS AND NECESSARILY REFER TO PANEIBOARD CIRCUIT NUMBERS. B. GROUND OONTINUITY SHALL BE MAINTAINED THROUGHOUT. AND/OR EXIEIW WAILS,AND ARE NOT TO DE REUSED,REMOVE � r m WIRING DIAGRAMS. ASSIGNMENT OF BRANCH CIRCUIT NUMBERS SHALL BE PART OF RECEPTACLE AND CAP OUTLET BOX.RECEPTACLES SHOWN ON PARTITIONS TO Q h BE REMOVED SHALL HAVE ALL.WRING AND CONDUIT REMOVED AS WELL J. EXPOSED CONDUITS CAN BE INSTALLED BUT IN NO CASE SHALL BE THIS WORK AND NOTED ON PANEL DIRECTORIES.BRANCH 209 1 O ;:7r INSTALLED LESS THAN NNE FEET ABOVE THE FIISFED FLOOR ORES E T SHALL BE UNDERSTOOD THAT APPROVAL OF DRAWINGS WILL CIRM SHALL BE CONECTED TO CIRCUITS ON FANEEBOARDS NOTED.OONDURS 167910 IN THE AREA WHERE FANG CEILING OR NOT BIND THE ENGINEER OR THE OWNER TD THE FINAL SO AS TO SECURE A REASONABLE BALANCE ON THE THREE A ALL LIGHTING FIXTURES SHALL COMPLY WITH THE STATE ELECTRIC L WHERE PRESENT WORK IS DAMAGED IN THE EX UNION OF THIS CONTRACT, U Z OTHER FURRED SPACES ARE INDICATED SHALL L BE INSTALLED ACCEPTANCE OF SUCH EQUIPMENT AS THE COMPLETED PHASES.WHERE MORE THAN ONE CIRCUIT WITH A COMMON CODE AND SHALL BE UL APPROVED. OR WHERE OPENINGS ARE LET DUE TO THE REMOVAL OF CONDUITS Q INSTALLATION AND TEST OF EQUIPMENT AS A WHOLE MUST BE COIESPONO IN MAT OR ERIAL.,QLIALJRY,SHAPE.AND THE SAME SHALL BE REPAIRED WITH CONCEALED.SHOULD TO ANY WORK REQUIRE SUBSEQUENT MODIFICATION PROVIDED AND GUARANTEED HEREIN AS SPECIFIED. NEUTRAL 6 INSTALLED IN THE SANE CONDUIT,EACH SYSTEM. NINE B. ALL LIGHTING FIXTURES SHALL BE APPROVED PRIOR TO PURCASE W OR RELOCATION,SUCH TO AVOID WALL BE R DE IT CONFLICTS WITH OTHER SHALL BE CONNECTED TO A DIFFERENT EEC OF THE SYSTEM. SMIUR AND ADJOINING WOW,UNLESS OTHERWISE CALLED FOR. t1 THEWOR NEE. CHANGES SWIl1 BE MADE WITHOUT ADDITIONAL COST TO 1.07 , $ C. ALL LIGHTING FIXTURES SCOW BE FURNISHED AND INSTALLED Q THE OWNER. H. ALL CONDUCTORS SHALL T COLOR COD®THROUGHOUT AND COMPLETE WITH NECESSARY COMPONENTS,ACCESSORIES,AND F. SHOULD ANY DAMAGE DUE TO THE EXECUTION OF THIS CONTRACT OCCUR TO A UPON REQUEST BY ARCHITECT OR OYVNFR SUBMIT FOR APPROVAL NUMBERED AND TAGGED AT EACH JUNC710N BOX,PINJ.BOX, U K. ANY NECESSARY ELECTRICAL SERVILE ITERNJPTIONS SHALL BE AT A ONE SAMPLE OF EACH OF THE FOLLOWING: PANEL,AND DEVICE WITH SUITABLE FIREPROOF TAGS OR ADHESIVE LAMPS OF CORRECT TYPE AND RATING AS INDICATED ON THE FURNITURE FIXTIJRES,OR ANY OTHER EWPMW OR APPARATUS,SUCH THE CONVENIENT TO THE BUILDING OWNER. IDENTIFICATION BINDS. ELECTRICAL DRAWINGS DAMAGES SHALL BE PROPERLY REPAIRED WITH THE SUPPLY OF NEW 1. EACH TYPE OF LIGHTING FIXTURE. ARTICLES AND MADE GOOD WITHOUT EXTRA CHARGE. L ALL PENETRATIONS THROUGH SLABS AND FIRE RATED PARTITIONS SHALL 2. EACH TYPE OF WIRNNG DEVICE. 2.03 CONDUITS AND RACEEWAYS D. FIXTURES SHALL BE CAREFULLY SUPPORTED AND"N D WITH G. WHEREREMOVAL OF EXISTING ELECTRICAL EQUIPMENT WILL RESULT IN BE FIRE STOPPED USING APPROVED METHOD TO MAINTAIN THE FIRE 3. EACH TYPE OF WIRING DEVICE PLATE HMNG NECESSARY M SUPPORTING MEMBERS,AND FRAMES FOR RESISTANCE RATING A LIWID TIGHT FLEXIBLE,GALVANIZED STEEL CONDUIT WITH PROPER INSTALLATION,ALL AS REWIRED AND AS APPROVED. OUTAGES IN AREA NOT TO BE DEMOLISHED,THIS CONTRACTOR SHALL TITLE: 1.08 AS-CHIT DRAWUNcs CONTINUOUS COPPER BOWING CONDUCTOR,SHALL BE USED FOR COORDINATE IN ADVANCE AND OBTAIN THE APPROVAL OF THE BUW)ING CONNECTIONS TO MOTORS AND AT OTHER LOCATIONS WHERE E. ALL FIXTURES SHWL BE PROPERLY WIRED AND CONNECTED TO MANAGER OR OWNER. Y. THE E.C.SHALL CALL FORA FINAL RENNIN-UST WHEN ALL ELECTRICAL A THE CONTRACTOR SHALL.WITHIN 15 DAYS OF THE COMPLETION OF VIBRATION MWOffNT 5 ENCOUNTERED. BRANCH CIRCUITS,TESTED AND LEFT READY FOR OPERATION, WORK S COMPLETE IN THE EVENT REPRESENTATIVES NCIT SUM OF THIS COMPOFFICLETE. THE PROJECT AND PRIOR TO REQUESTING FINAL PAYMENT SUBMIT ARRIVE IE THE CH-SITE AND ILLDEE WORK S NSWILL BE COMPLETE AS-BUILT DRAWINGS OF THE ACRNL INSTALLATION OF THE B. UNLESS OTHERWISE INDICATED OR SPECFED ALL WIRING SHALL L F. FOR TYPE,MAKE AND QUNMTIES OF LIGHTING FIXTURES NO REVIEW/PUNCH-UST WILL OCCUR THE E.C.E WILL BE RESPONSIBLE ELECTRICAL WORK.THREE(3)PAPER SETS OF DRAWING%SALE BE INSTAI.LLD CONCEALED IN CEILINGS,WALLS.SAGS,PPE REQUIRED.SEE ELECTRICAL DRANIKS AND SPECIFICATIONS. ELECTRICAL FOR ALL COSTS ASSOCIATED WITH RESCHEDULING THE PUNCH-LIST. SCALE AS THE DESIGN SET UNLESS OTHERWISE INDICATED IN THE CHASES AND FURRED SPACES WHENEVER POSSIBLE SPECIFICATIONS 1.02 SCOPE OF WORK SPECIFICATIONS,AND TWEE(3)CO DISKS WITH"CAD 2W7 OR G. FIXTURES AD/OR FIXTURE=LET BOXES SHALL L BE PROVIDED LITER VERSIONS OF THE AS-BUI_TS ARE REQUIRED FOR C. CONDUIT AND FITTINGS SHALL CONFORM TO LATEST ACCEPTABLE WITH HANGERS TO ADEQUATELY SUPPORT THE COMPLETE WEIGHT A "MR INTENDING TO LINT AD/OR RESTRICT THE SCOPE OF WORK SUBMISSION TO THE ARCHITECT ENGINEER STATE CODE AND ALL OTHER CODES HAVING JURISDICTION. OF THE FIXTURE PROVIDE SUPPLEMENTAL SUPPORTS PER ALL REQUIRED AND SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR, LOCAL AND STATE CODES. THE WORK OF THIS DIVISION SHALL,IN GENERAL COMPRISE THE 1.09 7Ei5TS D. CONDUIT SHALL BE 3/4'TRADE SZE MNWUM.MUM FOLLOWING: A BEFORE AN APPLICATION FOR THE FINAL ACCEPTANCE OF THE OIERWISE NOTED OR SPECIFIED. H. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING I. INSTALLATION OF NEW ELECIRMJL DISTRIBUTION SYSTEM AND PANELS. WORK WILL BE CONSIDERED,ALL TESTS DEEMED NECESSARY BY E ALL CONDUITS LUNCH ARE TO ROAN EMPTY FOR FUTURE LAMPS AID SOLID STATE ELECTRONIC ENERGY SAVING CLASS'P' THE ARCHITECT TO SHOW PROPER EXECUTION OF THE WORK OF CONDORS SHALL BE PROVIDED WITH A PIMl OF AN ARCHITECT'S REPRESENTATIVE SCHEDULE O OF ALL TESTING BALLASTS DATE ISSUED: 2. FURNISHING AND INSTALLING NEW LIGHTING FIXTURES AND LAMPS SHALL HAVE BEEN PERFORMED AND COMPLETED THE PRESENCE INTRODUCTION LIE WITH IDENTIFICATION BAD AT BOTH EDS. L EXITLIGHTS SHALL BE WIRED ON A SEPARATE CIRCUIT.PROVIDE 6.01.201 1 3. FURNISHING AND INSTALLING NEW FEEDERS.CONDUITS,BRANCH PROCEDURES SHALL BE ARRANGED TO SUIT THE CONVENIENCE OF F. STEEL JACKETED METAL CLAD CAGE CAN BE USED FOR LIGHTING CIRCUIT BREAKER WITH LOCKING TYPE FIADIE REVISIONS: CIRCUIT WIRND, THE ARCHITECT. AND APPLIANCE BRANCH CLRCUTRY IN VOIDS OF CEILING AND 2.10 TELEPHONE 4. FURNISHING AND WALLING NEW RACEWAYS,OUTLET BOXES,WIRING B. ANY DEFECTS OR DEFICIENCIES DISCOVERED IN ANY OF THE PARTITIONS, PROVIDED THAT THIS TYPE OF WIRING IS ACCEPTABLE AND CONECRONS FOR LIGHTING FIXTURES.SWITCHES,AD ELECTRICAL WORK SHALL BE CORRECTED. TO THE LOCAL BUILDING OFFICIAL OR HIS REPRESENTATIVE. A PROVIDE EMPTY CONOL T WITH PULL LINE 3/4'MINIMUM AT EACH RECEIPTACIFS. 1.10 A G. RIGID GALVANIZED SIEELL(RGS)CONDUIT SUL CONFORM TO UL X AND TOUNATE WITH PLASM BUTEL/DATA OUTLET LOCATION.EXTENID IT S 12'ABOVE FANG HING 5. PROVIDE CONNECTIONS TO ALL RECIRICAL EQUPMENT FURNISHED BY & FITTINGS SHALL BE THREADED. A ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL OTHER TRADES OR BY THE OWNER. B. PROVIDE 5/9F THIGC,4'-0'WIDE AND 8'-0'HIGH TIE TYPEWRITTEN DIRECTORIES BEHIND TRANSPARENT PLASTIC COVERS H. INf960KTE METALLIC CONDUIT((AMC)SHALL CONFORM 70 UN. RETARDANT PLYWOOD BACKBOARD IN TELEPHONE CLOSET. & POWER WIRING FOR ALL.MOTORS,INCLUDING INSTALLING ALL IN METAL FRAMES, IN ALL NEW AND EXISTING PANELS INDICATING 1242. FITTINGS SHALL BE THREADED. COORDINATE SZE WITH OWNERS IELEPHHONE SYSTEM VENDOR. REQUIRED DISCONNECT SWTCFES AND MOWING OF STARTERS. TYPE AND LOCATION OF LOAD BEING SERVED B'INDIVIDUAL CIRCUIT BREAKERS. I. ELECTRICAL METALLIC TUBING(EMT)SHALL COEORM TO UL 797. C. ALL TELEPHD NE/DATA WIRING,JACKS.OOVERPLATES.PUNCH DOWN 7. FURNISHING AND INSTALLING ALL IELEPFDNE OATA SYSTEM CONDUITS, B. ALL PARTS OF EWIPMENf,SUCH AS PANELS,JUNCTION BOXES. FITTINGS SHALL BE GLAND AND RING COMPRESSION TYPE / BLACKS END ARE H1IRILSFIED AND INSTALLED BY OWNERS DRAWN BY: CS SLEEVES AND BO)E5. PRIVATE VENDOR. SAFETY SNITCHES,MOTOR STAGER,CIRCUIT BREAKERS J. FLEXIBLE METALLIC CONDUIT SHALL CONFORM TO UL1. LIQUD7Ic4IT PROJECT#: 8. TEMPORARY LIGHT AND POWER. CONDUCTORS AND SIMILAR ITEMS SHALL BE IDENTIFIED BY NAME FLEXIBLE METAL CONDUIT SHALL CONFORM TO UL 360. S AT SUPPLY EN),UAD SUPPLIED",AND AT LOAD END IOAD 9. GROUNDING. SUPPLIED FROM'. K. ARMORED CABLE SHALL BE WC RATED CODE TYPE ACTHH WITH A 10153 SEPARATE GREEN INSULATED GROUND CONDUCTOR W ACCORDANCE DRAWING NO.: 10. CUTITNG,CFIANNNEINNG,AND PATCHING. PART 2 -PROOK TS WITH UL 4.JACKET SHALL BE GALVANIZED STEEL ARMOR. Loll EQUIPMENT AND W7ERWS 11. TYRE ALARM SYSTEM MODIFICATIONS. Loll ALL CONDUIT FITTINGS AND CONNECTORS SHALL BE STEEL WITH A ALL EWPMENT AND MATERIALS FOR PERMANENT UWALLATION INSULATED THROATS.DE-FORMED ZINC FITTINGS ARE NOT { I I E2 , 0 12. REMOVAL OF ELECTRICAL SYSTEM AS REWIRED AND AS INDICATED ON BALL BE THE PRODUCTS OF RECOG IZED MANUFACTURERS AND ACCEPTABLE SHALL BE PROVIDED Ar ALLCONORR B ncDlc a ENc yLLL�//c Resol/RCF��s,ixc PLANS. SHALL BE NEW. TERMINATIONS.BUSHINGS LARGER THAN 1'SHALL BE GROUNDING TYPE PVC BUSHINGS MAY BE UTILIZED ONLY FOR 3/4'BRANCH 66 Wo Sae 1 1240 P-=ker n_oo CIRCUIT CONDUITS TERMINATING AT PMNFlBOARDS. No.Entm,MA 02356 E.P-id,noe,RI02916 - Tel:(508)230-0260 TO:(401)4354602 Paz:(508)2300265 Fax;(401)435-4608 OE.R@0FR-Fngincedng.com www.bcr-cnginccrmg,com ST -�H OT MASS o NEW DX FAN COIL UNIT SCHEDULE HVAC LEGEND S EVE NA y�GENERAL PERFORMANCE BASE UNIT ELECTRICAL DATA ELECTRIC HEAT DATA PHYSICAL REMARKS SYMBOL DESCRIPTION 0 ME HANICAL m MATCHED FAN COOLING CAPACBY- DX MINIMUM OUTSIDE AIR KW APPROX MANUFACTURER NEW DUCTWORK,EQUIPMENT,ETC .34989 O TAG LOCATION CONDENSING VOLTAGE PHASE HZ MCA MOCP TAG VOLTAGE PHASE HZ AT WEIGHT TYPE RATINGS FEATURES INSTIL UNIT CFM ESP HP TOTAL SOM) LOB LWB CFM X 208-1-80 (LBs) MODE' � B DOS LNG DUCTWORK,EMPMENT,ETC(UNEWEIq{n IFS AL FCU-1 ATTIC ACCU-1 800 0.4 1/3 19.42 14.41 57.76 58.7 1120 20 2W 1 80 3.5 15 EH-1 2W 1 80 7.5 IN FX4RIER, Q CDM1 02[]3 p Q®(�QEXISTING D� FAUIPIIENT,ETC TO BE REIAOVED OR QHORIZONTAL MOUNT,DX COOLING m COOLING CAPACITY AT 8OF EDB, BTF EIB 0 �j�CABINET INSULATION ISOLATORS © DROUTE RAIN SYSTEM1-CONDENSATE TO DOSTING CONDENSATE i---� DUCTWOPo((DOUBLE LINE) 7-DAY PROGRALNIABLE HEAT/COOL THU*WSTAT p 7.5 KW ELECTRIC HEATER(GPACRTY INDICATES KIN ® PROVIDE FLEXIBLE DUCT CON NEOIIONS AT THE DUCTWORK WITH ACOI5TTCAL LINING(DOUBLE LINE) AT 20B V- 1 PH - 80 HZ) -FIELD INSTALLED INLET AND OIILET L N w ® INSTALL ELECTRIC HEATER IN STRICT ACCORDANCE DUCTWORK(SINGLE LINE) Lu w N WITH MOON PLANS I2ER'S IAGR MMATI LDGTKIN DUCTWORK WITH ACOUSTICAL LINING(SINGLE LINE) SHOWN ON PLANS IS gAM;RAMMATKJIL dS o 0 Q MAINTAIN MINIMUM AIRFLOW REQUIRED FOR PROPER RECTNNOM SUPPLY/OUTSIDE AIR DUCTWORK UP U = PERFORMANCE AND OPERATION OF ELECTRIC ® U WATER RECTANGULAR RETURN/EXHAUST AIR DUCTWORK UP j Z � RECTANGULAR SUPPLY/OUTSIDE AIR DUCTWORK DOWN Lu RECTANGULAR WNN/IXHAUST AIR DUCTWORK DOWN = U ® a ROUND SUPPLY/OUTSIDE AIR DUCTWORK UP NEW FAN SCHEDULE ® ROUND RETURN/EXHAUST AIR DUCTWORK UP Z w o GENERAL PERFORMANCE F ELECTRICAL PHYSICAL REMARKS 0 ROUND SUPPLY/ourslDE AIR DUCTwnRK DOWN p U © m Q 3: ESPMANUFACfIINER � ROUND RETURIN/IXHAUSf AIR DUCiWURI(DOWN 3 = TAG LOCATION SERVICE CFM (IN ) RPM SONES WATTS VOLTAGE PHASE HZMOD� TYPE RATINGS FEATURES INSTAL o ® SUPPLY DIFFUSER 3 O SF-t ATM FCU-1 (OUTSIDE AIR) 120 0.25 1 2800 8.9 83 1 115 1 1 1 Igo K""AL' Q OO 20 ❑1 OO p O K4XL RETURN/EXFWJST/1RANSFER GRILLE o'� Q INLNE.DIRECT DRIVE Q1 AIR PERFORMANCE CERWIED IN ACCORDANCE TO AMCA 211 1❑ LINT MOUNTED SPEED CONTROLS 1Q INTERLOCK WITH FAN COIL OPERATION, i—}—i VOLUME DAB ®SOUND PERFORMANCE COMM IN ACCORDANCE TO AMCA 311 ® GRAVITY RACKDRAFT DAMPER FAN SHALL ENSWE DURING T-STATS Q FIRE DAIWER OR CEILING RADIATION DAMPER DISCONNECT SWITCH OCCUPIED MOTE � Q DIFFUSER&GRILLE TAG z QIX EXISTING DIFFUSER Nt GRILLE TAG m Z ® EXISTING RELOCATED DIFFUSER R GRILLE TAG co� O EQUIPMENT TAG V r NEW AIR COOLED CONDENSING UNIT SCHEDULE OS SWITCH SERVING FAN z > Q UNIT MATCHED NOMINALELECTRICAL DATA 0THERMOSTAT C�MANUFACTURER Lu Lu O G z = N O LOCATION INDOOR TONS UNITVOLTS PHASE HZ LICA MOCP (WEIGHT N MODEL NO. REMARKS (E) EXAM � r (FA) EXISTING RELOCATED w = O O co ACCU-1 GRADE FCU-1 1.5 2W 1 80 11.7 20 200 CARRIER-24APA51MM Q AC AR COOLED CONDENSING LINIT ! \ U C lJ r co Q 15 SEER,R-410A REFRIGERANT ACCU AIR COOLED CONDENSING UNIT W z 1 z 8SMT BASEMENT > Q r CFM CUBIC FEET OF AIR PER MINUTE n co L L m COMB COMBUSTION z CP CONDENSATE PUMP NEW DIFFUSER AND GRILLE SCHEDULE °HV oEHuIUIXFYNx Lli ON DOWN 0- = GENERAL PHYSICAL REMARKSM8 ELECTRIC BASEBOARD Q SIZE em BRONCHI EXHAUST TAG (IN) PATTERN GAOLMODEL EF HAUST F TYPE FEATURES INSTIL EH ELECTRIC HEATER B12 12x12 4-WAY 100 TITUS Q ©©© �® ERU ENERGY RECOVERY UNIT TITLE: EWH ELECTRIC WAIL HEAIER C18 18x18 4-WAY 14,f TITUS Q ©®p ©® 012 12xt2 3-WAY 80 TITUS EXISTING GAS FIRED CONDENSING FURNACE SCHEDULE EXHAUST MECHANICAL UDC Q ID©® O 0 F FURNACE E12 t2xt2 L 80 TITUS M(H DX COI.DATA ELECIRICN.DATA FCU FAN COL UNIT DETAILS & TDCQ m®® m� UNIT SUPPLY ° MANUFACNRTR SCHEDULES SEE TINS ® m mm LOCATION (� (CFI S LIBIAPI �uARKs PHASE ONE F14 14x14 N/A DYYGS 35ORL NO. VOLTS 1PHASE HZ h MODEL W. FLOOR F18 18x18 N/A � TITUS © � �Q KW KILOWATT DINGS 35ORL F-1 BASEMENT IWO 800 I'm 129.0 5 10.0 115 1 80 CARRIER-WMXA-140-20 Q© CIA OUTSIDE AIR INTAKE ® 20.0 N/A SEE TITUS CD � 0O OWLS 35ORL F-2 BASEMENT 1900 200 138.0 129.0 5 W.0 1 115 1 80 CARRIER-WMXA-140-20 CD CD RA RETURN AIR G18 DATE ISSUED:18x18 N/A SEE TITUS DINGS WORL Q ID �� Q EX151ING FURNACE TO RETAIN SA SIMPLY AIR 6,01,2011 QCELING DIFFUSER,EDIFIED, FLUSH FACE,90UARE/RECTMIGULAR NECK,SITUARE/RECTNNGILAR FACE, ®AIR BALANCE SUPPLY.RETURN AND OUTSIDE AIR 70 CFMS INDICATED HERE AND ON FLOOR PLANS SF SUPPLY FAN REVISIONS: DIRECTIONAL GLOW STEEL,WHITE ®RETIREE/E1OMIUST/TRAF0ER GRILLE;4,7 FEED BLADES ON 3/4'CENTERS.BLADES PARALLEL TO LONG DfieO .STEEL.WHITE 1❑LAY-IN T-EAR CEILING MOUNT ®SURFACE MOUNT 03 INTEGRAL.VOLUME DAMPER p SOUARE TO ROUND TRANSITION (� WHERE NO BRANCH DUCT SIZE IS INDICATED ON PUN,USE BRANCH DUCT SIZE INDICATED HEREIN DRW ®PROVIDE A DUCT MOUNTED VOLUME DAMPER WHETHER OR NOT A DUCT MOUNTED VOLUME DAMPER IS DRAWN BY: UN. E INDICATED ON PUN. • TRANSFER AIR APPLICA71M(GRILLE IS NOT CONNECTED BY A DIC NORK SYSTEM TO A FAN) PROJECT#: • EXHAUST AND RETURN GRILLES WHERE ONLY Of CATTLE SERVES THE FAN/AIR HANDLING SYSTEM 10153 TAG LEGEND TYPICAL FOR//DDIFFUSERS/GRILLESTAP CKANCEDRAWIN NO.: TO#f CFM B l E R BUILDING ENGINEERING RE.SOURCF.S,INC. 66 M¢m St ut 1240 P-takel Avenue m 0 N.Easton,MA 02356 E.Pwid..,R102916 Tel:(508)230-0260 Tel:(401)435-4602 Hex:(508)230-0265 Fax:(401)4"4608 gi BFR@BF.R-hgiecaing.com ww.bcr-cnoccn�g.com STAMP: OF M4 Ss90 STEVEN A. yGn KARAN m M C NICAL N o. 4989 TE — — — —-— — —-— — — a —-— — —-— — — —°—_---d�°= - — --�e� — — a - ---- ---------------- E i 84 ° i I (E)STOVE j HOOD FAN ----------- I w ------------- ° Q1 EXISTING DIFUSER/f,YILLE TO BE RELOCATED. �� a 0 - ---------- SEE DRAWING M1.0 FOR NEw LOCATIONS. w \71 - --- REMOVE DUCTWORK BACK TO PONE SHOWN k dS o 0 (� (E) ___________ CAP DUCTWORK IF INDICATED TO DO SO. O _ d d EXISTING DIFFUSER/GRILLE TO BE REMOVED. C) o (E) o REMOVE DUCTWORK BACK TO Powr SHOWN Nk LL j T CAP DUCTWORK IF INDICATED TO DO 90. Z LU ° d o v 0 EXISTING THERMOSTAT TO BE RELOCATED. ° (E)LE jA BE Q D R NAG WA MOUNTED TRANSFER GRIL E TO z D. (E) o E 80 11 11 Q EXISTING ABANDONED DUCTWORK TO BE REMOVED. J U B I I I 1 j (E)80 D(H UP © EXISTING DUCTWORK TO BE REMOVED BACK AS Z _Lu L� o 80 ON UP TO( WALL COMIRM ROOM WALLS. SEAL DUCTWORK. 0 w U8-O'ABOVE GRADE C Q EXISTING EXHAUST FAN.GRILLE&CONTROLS ro Q N o y \ I (� ° a I (� 12x10 (E) 14x12 ( 24x12 j I,x� \d E 80 TO BE REMOVED. = o (� (� - 2--0 2(E) COMB AIR do EXH FROM © EXISRHG SPLTf ssrTal INDOOR tlNrr a CONDENSATE 3 AI 4 (E)� (E)20x8 ON '`-0 (E)F-1 A E1 UP TO 1ST FLR � BE RELOCATED.SEE DWG M1.0 FOR NEW o 'T`- lei 12x12 EXH & ON UP TO(E) (E) 14x8 EXH Ox8 EXHLOUVERS 2'-0'ABOVE GRADE E---------------------- ------------------- - — ------ ------------- -- — hL - - — — �I�- = —-—-—-—-—-—-—-— --� x8 EXH >< Qcn 0 NYl z I o I z Q o GAP j > 0OQ j j j I p I I coLu75 p � Lu j LU O Q I I I Lu C � cn O j 0 0 C2 O '-'- cn r m °I O r- - Q I j dl I Hj w �- -—-—-—-—-—-—-—-—-—-—-—- '--------.--_—___---- ---a.. --_ - - - - - '------ - - - --_ - - ------------------- - —.-----------------.- E °, al (E)EE 4) T SPLIT -El �NE�ooR UN (E) j TITLE: IT 0 o I° d --------- �. MECHANICAL w 3 � (E)DU O 0 j BASEMENT E EllH E) tOx10 f 0 j DEMOLITION PLAN - - - - - - - --- - a-a-a e - - - - - -- - - - r- - ° - -.- - a... ,- - - - - - - --- - ° -- ------------- E.8- � -a 4 - O - ° n — - —.a —�—° — — — — -- — — — — — — — — DATE ISSUED:-___-_ — --_-_-_-_-_-a a 4 . SIDE OF CLOSET WALL (�SPI1f SYSTEM INDOOR 6.01.201 1 (E)2 TD BE RELOCATED uwr TO[IE RELOCATED REVISIONS: F.2 - - - - --- - - - a r- - ------------------- -------- --- F.2 -h----- ---------------- �----- - - ----- �------------- -� 0 DRAWN BY: DRW PROJECT#: b3 b4 4.8 b O DRAWING NO.: 10153 MECHANICAL BASEMENT DEMOLITION PLAN B ( E I R ° - DI1O SCALE= 1�4M=I ICON BLUDNr ExawEmNG RESOURCES,INC. N Mein o,M 124 r.,id.ket Avemle No,P.eswn,M102356 E.Pruvidrnce,R[02916 T6:(508)230-0260 Tel:(401)435-4602 Fee:(SUS)2300265 Fee:(401)4354608 BHCHF.R-faginccnngwm ww.bcrcn�wrenng.cam STA �H OF M4SS9 0 STEVEN A. GG KARAN m M HANICAL v3l A 9 983�Q Q s Sg N (E)80 UP ON (E)80 UP DN (E)OAI PLENUM &UP THRU ROOF k UP THRU ROOF CONNECTED TO ROOF CAP w E 80 E 80 80 0 U 80 C) z w LL (E) 1808 SA ON \ U z E 80 p � � -- (E) 18x18 SA Z �- UP TO(E) F-7 C) a ^o Z Lu () 18x10 (E) 18x10 = w (E) 10x10 0 U c c - LAP_- coQ o (E) 120 EXH ON A UP THRU ROOF — — 3 :5 (E)26x26 RA ON (E)2412 RA ON U' W W L? W fv W W = (E) 18xl8 RA ON (E) 24xl2 SA ON O (E)2412 SA ON (E) 12xl2 RA ON (E) 1202 E.8 — (E)SE (E) O(jw (E)f (E) =fl (E)fS (E) 12x24 SA ON II. (E)f-4 I \�� (E)f w Z w co (E) 12x24 SA ON (E)SE (E)26x26 RA DN I ZLLJ = LLJ O O F.2 - - -----------------—- -—-— U Z Q G Cn (E) 18x18 (E) 12x12 1 E 80 (E} 12x12 RA ON E 80 Lu > � - dz Q (E)5E r m (E)24xl2 (E) SE Oz (E)F=4 � r (E) 18xl8 (E) F-7 }(E)2402 SA ON 18x18 RA ON (E)26x26 RA ON S (E) 4 4.8 b5 Q U (E) 18x18 ix (E) 1808 SA ON DEMOLITION NOTE KEY NOTE, 1. NO DEMOIIAION WORK IS REQUIRED IN ATTIC Q1 EXISM DIFFl1SER/GRILLE TO BE REMOVED. REMOVE DUCIIMORK BAq(TO POINT SHOW d CAP DUCTNIORK IF HpGTED TO DO SO. TITLE: MECHANICAL 2 MECHANICAL SECOND FLOOR SECOND FLOOR &ATTIC DEMOLITION PART PLAN DEMOLITION PLANS SCALE- 1/4"-1'-OR DATE ISSUED: &01,2011 REVISIONS: DRAWN BY: DRW �1MECHANICAL ATTIC DEMOLITION PLAN PROJECT#: 10153 SCALE: 114"-I'-0" DRAWING NO.: BlE R BUH,Dr6MmS`r ENGINEER INC RESOURCES,1N0. ' \ / ' ® l I 3 66 Mein Street 12M1 Pex9ocket Avenue VVV No.F.eswn,MA 02356 E.Prmid—,R102916 Tel:(508)230-0260 TO:(401)4354602 1ee:(111 230-02" Fae:(401)4354608 OFA�a OF.R-Eagieeunnx.com mv.bcx-engineenng.eom STAMP: Of 44 STEVEN A. G� RAN r" M CHANICAL o N0. 498 0� 2 °. a a.' TP j /ON --� — — — — — — - - — --- *-------------------- — — — — — — — — = =--- — — — — gy — — — — — — --- — — — — — — — — c E 80 - HOOD FAN �. ° (E)STOVE O - a a MECHANICAL NOTES: N °I ® W M W N E ----------- c0 N (150 CFM) ----------- 1. FLEXIBLE DUCTS ARE BLE DUD ONLY AT CONNECTIONS �° I � -----'---- '--------- TO DIFTTSElRS. FLDOBLE DUCTS SHALL BE MAXIMUM dS o 0 w j 5'-0*LONG AND SHALL BE SUSPENDED OFF OF THE (E)AC=Z (E) - - CEILING. a iF j a° /� ® _ .I 2. CONTRACTOR SHALL AIR BALANCE ALL NEW&MODIAED U v (E)F_Z - HVAC SY5fE115 TO CFU'S INDICATED. 3. ALL BRANCH DUCTS NOT BEING RE-USED SHALL BE w NEW CONDENSING UNIT.COORDINATE EXACT LOCATION I T SEAM AIR TIGHT. LL WITH ARCHITECT.MAINTAIN MANUFACTURWS _____------ RECOMMENDED SERVICE&OPEPA70K CLEARANCES 0 � 4. Nl NEW DUCTWORK NOT BEING WTERNN LY LINED a (�!E ® SHALL BE INSULATED. Q Z (150 CFM) ` E 80 5. ALL NEW DUCTWORK SHALL BE SEALED BOTH Z a TRANSVERSE JOINTS&LONGITUDINAL SEAMS. U a 19 ® ® I\� I �(�;24x12 (E)8$ EXH UP Z Lu N o W 85 ( tsoo I I (E) 80 OAI UP TO(E}WALL O U w z j F-1 [1O _ _— CAP 8-O'ABOVE IX mQ � o 160 I I`X� �\ I (� 3 a a I 12x10 (E) 14x12 24x12 I i 80 0 (� 2 0 2(E)COMB AIR & EXH FROM 3 O (E)ALI (E)Ah-4 (E)� (E)20x8 O41 `� (E)F_I&� UP TO 1ST FLR m -1_ O Y j� 12x12 EXH &OAI UP TO(E) E/R T-STAT (E Ox8 EXH r LOUVERS 2'-0' ABOVE GRADE — - -- — — — — — — — — — — — -—-— -—-—-—-—-— ------- —-—-—-— — — — — — — — E - �E)E@4! — — — — — — — — — — 7q (E 8 FIX— EXH � �� -— --- DROP 20x10 RA DN 16x8 W��^--- m FLOOR IEVEI. z E12 E12 12x6 a ° 215 (E)� 2O 2 -7 ACOUSTICAL DUCT LINING m z 215 rV\j TO THE EXTENT SHOWN. Cn O a I 80 80 �" 14x8 DIAIEN m SHOWN j Ft4 INDICATE CLEAR INSIDE 10x10 14x10 0 360 D1*NSIONS z Q r) r---- -------------------------------i to e 0 Q i L.J G a � zw j O ® �z F---- � -I�11 2ox8 a LU U uj CO d F18 I i j U z Q G cn 550 '� w = —1 z j j a i 100 Bit °° > - L�L ° L---- ------------------------- ---- --� Li COm <o r � 1ax10 14x10 O Z � m Q E12 D12 E12 w > 215 215 - - ® — 215 - - - - - - - - - �— - - - - - - - - D.9 C — -� —. — — — — — — — .. — — — — —:--. ° — — — — — - - - DUCtWORK_SHAIL NOT--- --------- -� -------------------� Q ° PENETRATE COMPUTER U ° a a ax ROOM WALLS,TYPICAL T , ai i. IX IX (E)EE T (E)SPLIT (E/R)TjSTATS a O O (�)� T I INNDOOORR UN . TITLE: a l o (E)2 'a La CE)® INDOOR& v T cm OUTDOOR SPLIT UNITS SHAL L L SHUT � MECHANICAL (E) tto j r TM COO FM 0INATE�WmI BASEMENT E ENIH E) 1000 EI1TPoCAL CONTRACTOR ° f PLAN E.8 — - - - - - - - - - - - - —. —'- -. �-- — a— — - - - — — ---------- - - - - - - - - - - - - - — � — - - -° — E.8 EX eta a — 110 j ° CAP Dl1C1W0Po(ON THIS a ° F DATE ISSUED: SIDE OF CLOSEr WALL 6,01.2011 U/R)SPLIT SYSTEM INDOOR 41 RDTJGERAW&&CO M00 TICAII ONS REVISIONS: TO ACCOMMODATE NEW LOCATION F.2 — - - - - - - - - - - -- -------� - - - - - - - - - - -1- - - - - - - - --- - - t - - - - - - - - -° F.2 j j a j j j DRAWN BY: DRW I I I PROJECT#: �"J �•/ DRAWING NO.: 10153 MECHANICAL BASEMENT PLAN B I E I R SPAT E= I/AM=IL—OM 66Wi.sGENGQJGGRINGRP.hoC&eS,INC. m 1 , �7�,i L� "'F Efi Main Street 1240 Pawwcket Avenue 0 No.Easton,MA 02356 E Providence,RI02916 Tel:(508)230A260 TO:(401)4354602 Fa:(508)230-0265 Fax:(401)435A608 nER@UR-Englwn'g,cam . ber-cnginccrmg,o. STAMP- W�,�H OF M4 Ss9 0 STEVEN A. �Gcn 0 RAN ; M CMANICAL o. 498 0o F T ON Fs cad (E) 80 UP ON (E) 80 UP ON A UP THRU ROOF k UP THRU ROOF MECHANICAL Lu 80 1. FLEXIBLE Dl ARE ALLOWED ONLY AT CONNECTIONS E 1CTS TO DIFFUSERS FLEXIBLE DUCTS SWILL EIE IIAXIIIUM �° m° E 8r 8i CEILING SHALL BE SUSPQNDED OFF OF THE 1 6 O a 2. CONTRACTOR SWILL AIR BALANCE ALL NEW R MODFIED U E 80 M/AC SYSTEMS TO CfY'S INDICATED.so LL (E)oAI r'LENuiA 3. ALL BRANCH DUCTS NOT BEING RE-USED SHALL BE z CONNECTED TO ROOF CAP SEALED AIR TIGHT. LL 4. ALL NEW DUC'TINDRK NOT BEING INTERNALLY LINED �2 (E) 18xl8 SA ON 80 SWILL BE INSULATED. = Z -- 5. ALL NEW DUCTWORK SFWl BE SEALED BOTH uj TRANSYM JOINTS&LONGITUDINAL SEAMS 2, V a zoo m ¢ o \I SA (E) 120 EXH ON NB UP THRU ROOF UP)TOx(E)L-j 0 (E)26x26 RA ON (E)2412 RA ON `O ( 1800 H (E) 1800 (E) 1Ox10 ro o CD `—/ l\C/1 II /K\ ICI c (E) 1808 RA ON (E) 24xl2 SA ON� - - z (E)2412 S4 ON (E) 1202 RA ON "' xLb z f(E) O(E) 12x12 I(E)SE (E).5E 1202 (E)SE .� (E)BE 1 z (E)� (E)f- (E) 2402 I\z G41T0 I Q � O C I i� (E)F� (E) 12x24 SA ON x\i (E)� � �� (�� FCU-i � I (/) W W G (E) 12x24 SA ON ( H Ly O ~ W (E)�E (E)26x26 RA ON E.8 -- -----��_ - - - ---Ir----- I --- z /_\ O� � LL' (E) 12x12 I — -- - — — — i — — U v � C C E 84 I z -J (E) 18x18 > a I z (E) 12x12 RA ON �U-1 ON�RUN REFRW~PIPING E 80 CL- SIZE PER MANUFACTURER'S 1 600 I 1 m �- (E)-SE 5�1 GUIDELINES(E)24x12 ACOl15TICALLY LINED F.2 — — — -- — — r- (E)Ff-44 ---- 1 , �— � z Mki ' --Ifixa r(E) x18 (E)F=Z I `�� z (E)24xi2 SA ON lOLLtr ---- ___ (E) 18x18 RA ON p�yTpE 1• \\ (E)26x26 RA ON W x' ACOUSTIC DUCT LINING FOR SA 3 l RA DUCTWIORK TO i `�'' 18x18 SA ON (E) 18xl8 RUN 1'CONDENSATE 10 THE EXTENT SHOW1, i EXISW CONDENSATE DUDSI=SHU)'NN DRNN STMINDICATE CLEAR IILI ISIDE DWEIMS TITLE: 16x16 M MECHANICAL TO RA GRILLE L SECOND FLOOR & 16xB I PART PLANL SECOND FLOOR ATTIC PLANS SCALE: V4N-il-ON DATE ISSUED: 140 6.01.2011 TO SA DIFFUSER REVISIONS: I<x DRAWN BY: DRW r,1MECNANICAL ATTIC PLAN PROJECT#: ' SCALE- 114N-IL-0N 10153 DRAWING NO.: WEIR BvaDwG ENGMGGRING RF.SGU us,INC. 1 3 fib Main Sdeet 1240 Pawtucket Avenue M No.Easton,MA 02356 C Pmvid—,,Rl02916 Tel(508)230.0260 Tel:(401)435-0602 Fax;(508)230-0265 Fax;(401)431-4608 13BR,a�,fiF,R-Fngin�ring,com ww.bcr-cnginccring,com STAMP: I"OF Mgssgc STEVEN A. FIRE PROTECTION SPECIFICATIONS FIRE PROTECTION LEGEND KARAN I GENRAIL Ice MATERIALS M HANICAL co NEW WORK PIPING(MIDIGTED AS HEAVY I WE) A General: The work covered consists of Rings dng alllobar and materials necessary to A. Pipe and FNtinga 09 D.3 8�O install,oamphte and ready for continuous operation,the in potion systems,apparatus ETR DOSNING TO REMAIN (INDICATED AS LIGHT LINE) ad equipment for the Cape Cod Five Cantor Savings Bards Hyanrgs,MA. 1. Schedule 40 block steal pips with black cast iron screwed spriddar fittings suitows for --�E--�f B. Shop Drawings Shop drawings of oil specified equipment and apparatus anal 175 psi working water pressurs.be �'F — RE EhOSNNNG PIPING TO BE REMOVED NA submitted to the Architect for approval. 2. Schedule 40 galvanized interior and exterior steal pipe wfth gahadzed Iron screwed fkft suitable for 175 pal waking water Kamm. e CIE CONNECT TO D05DNG C. Codes AN equipment and materials furnished order tie Fire Protection Sub-Contract and labor and testing performed herein shall be in complete accordance with the MA B. Pipe Sheves,Hangers,and Supports F F FIRE SERVK;E BELOW GRADE OR BURIED State Buildig Codes, Local Ordinances and Regulations of the City or Town, Notional Rno Protection Association and insurance regulations and requirements governing such work. 1. AN pippin shall be properly supported from building structure in accordance with WPA Codes and the manufacturers recommendations. Provide ScMdde 40 steel Weaves. DS OS DRY SPRINGER PIPE D. Permits: Any and all permits required for istallotim of any material shall be extend 1'above floor, make watertight and seal with malarial that mairdaine tiro rating. w obtained on part of the work of the Specification including all fees or expenses incurred. Provide core drilling where required and provide firs rated link seal penetration cbeaws PIPE TEE LOOKING LIB cq E. Guarantee: AI materials and equipment famished and installed shall be guaranteed in C. Sprinklers PIPE TEE LOOKING UP qL wrilinq for one(i)year from the dote of acceptance of the building by the Owner. 1. Sprinklers, In general, end be automatic dosed type with temperature ratings to auk �p UP PIPE ELBOW UP o F. Record Drawings: The Fie Protection Subcontractor shall maintain at the job, at all installed condiDins. Sprinklers shall be boated In the cater of the OWN tiles. When U times, a complete and separate ad of blocklins prink of the In Protection Drawings of the ceiling tie is divided Into sections by grooved depressions, the sprinkler shall be .w DN/pROp PIPE ELBOW DOWN at DROP LL No trade on which he shall mark dearly. mealy, aeaccuratelyand promptly as the work located In the center of one of the push o� z 2 Sprinklers in areas to be finished with callings shall be chrome Plated pads type OONT OONiMNYITION LL C. Inspection: NI work shall be subject to the Inspection of the Owner.the Architect and with c rorne plated escutcheons. Sprinklers in aifinhhed spaces shall be natural bronze N osuch other ldprovided. ��Inspectors having jurbdictiori. A propaiy executed certificate of inspection pendant a upright ROW IN DIRECTION OF ARROW G Z 3. Spam heads,cabinet and wronch shall be provided In accordance with WPA 13. H. Examination of Shia The Fire Protection Suboonhactor, before submitting prices or DCVO HORIZONTAL DOUBLE CHECK VALVE ASSEMBLY 2: beginning work shall thoroughly examine the site and Contract Doaments No calm for D. Design Criteria ® _, U a extra compensation will be recognized N difficuiies which an examination of site conditions z Fw- t o and Contract Documents prior to executing Contract would have revealed. 1. Sprinkler systems shall be hydraulically deigned and calculated by the Fro Protection • P PENDENT WET SPRI N LER(EXISTING) � _ Contractor. The In Protection Contractor anal submit all mquimd hydraulic calculations L Coordination: Coordinate all work installed under this specification with flat of all to prove the hydraukaly most remote auras am being protected. Fabrication *rowing@ • C COhfCF�ILED WET SPRINGIER(f1EW) 0 other trades and hydraulic cdcukftm shall be submitted and stamped approved by the local firs co Q 0 deparfmert and Insurance underwriters prior to submitting to the ArcMW for review. _ J. Protection of Property. Protect oil new and existing work before, during and after Fabrication drawings and hydraNc oakwlations shall bee the seal of regiMrotion of a O NAS NO AUTOMATIC SPINNIK ERS installation. quaYdied Registered Professional Fie Protection Engineer. Maintain a minimrn of 10 psi 3 K. Tests: The Fla Protection Subcontractor shall perform all testa at the completionofcushion between required pressure and avaiable pressure. Comply with all Underwriters' and code authorities requirements including maximum water flow velocity In the We DIAGRAM NO.k ONG. NO.DICE the work and the reolls furnished to the Owner and Architect In writing. pmwu-systa^, FP-1 L Certifba ee of Approval: Upon compbtbn of all work, the Fie Protection 2. Automatic sapprinkler systerne In once of fight hazard occupancy shall be designed with LFPC LINT OF FIRE PROTEC110N CONTRACT Subcontractor shall furnish.In duplicate, certfflodee of ingestion from all Inspectors and a minimum deign dens of.10 GPM per square foot over the hydroulmk hood remote GC GENERAL CONTRACTOR o ttariti jurhes haW" motion, notarized letters from the manufacturers sating that 15M square feeL Maximum protection area per sprinkler anal be 225 square feet for authorized factory engineers ham inspected and tested the installation of their respective upright and t>andent sprinklers,and 196 feet for Wesel sprinklers. Provide a 100 GPM system and found sane to be In perfect operating condition, hose allowance. FPC FIRE PROTECTION CONTRACTOR z M. Contract Drawings: The Cadrad Drawings am diagrammatic and indicate any the 3 Automatic sprinkler systems in a@os of ordinary hazard occupancy shall be designed PC PLUMBING CONTRACTOR < U J� general arrangements of work I is not the Intent of these Drawings to slaw every pipe. with a mWmiwn design density of .15 GPM pp square foot am the hydrouNcally most m z rise, drop. above, etc. Any additional work not sawn and required to Install the fire remobe 1500 square feel Maximum proteetioner area per sprinkler shag be 130 square EC protection systems anal be Induced as part of tlIa Contract feet Provide a 250 GPM hoes allowance. i co O N. Removal Work: Particular care shall be taken to avoid crop" hazards on the site 4. Precis a new hydrant flow test. Use the resub of this new hydrant:flow test to WAC WAC CONTRACTOR F— or causing disruption of service in the boldiM. AN existing equipment to be removed hydraulically design the sprinkler systems whim the building. z j shall be dons In a nod and workmanlike manner. AN ashting equipment to be turned over to the Owner snag be Presented to the Owner In good condition at a location > Q designated by the Owner. Ai other equipment shall be mewed from the premises, < O Remove erg abandoned piping and equipment not bit Into building arstrucUah. where () z W ceiling or walls are removed. all abandoned piping Ad be removed and ands of five services capped. Abandoned elements built Into wails or located above existing C/) W z = W inaccessible ceilings and remain and ends capped and narked abandoned. F - O F— J 0. Continuiy of Services: Services shall be maintained in all arose which will be occupied during the construction period. I an ktamuption of service becomes necessary, W U W O Q each anal be mode any upon consents at of the Own o time outside normal workln C/7 g U hours as he shall designate. Refer to the overd scheduling of the work of the pojecL z Q Schad le mo of the project this schedule and Instal work to not delay nor Interfere with W EL � z the < L L CY] LI_ Q I SCOPE Q C/) fY� A. The work of this Section consists of all labor, material@ and equipment required to 0 z provided Fie Protection work complete, In pock as shown on the Drawings, speckled �✓ r heroin and as necessary for a proper inetdatbn U B. Iterations,additions and/or removal of existing outamotc wet sprinkler or combination W >- sprinkler and dandpipe system within the innovated aura In order to conform to new Qa- apace requirerrents. < U TITLE: FIRE PROTECTION LEGEND & SPECIFICATIONS DATE ISSUED: 6.01,2011 REVISIONS: DRAWN BY: JC/PRT PROJECT#: 10153 DRAWING NO.: BJEJR Buu.DING ENGINEERING RESOURCES,I1vc. FPO . 1 66 Main Street 1240 Pawtucket Avenue No.NO..MA 02356 E.&evidence,RI 02916 Tel:(50M 230-0260 Ten(401)4354602 Fan:(508)230-0211 Fan;(401)4354608 EER('ItFR-Engimrring.mm www.hcr-cnginecnng.coin STAMP: �H OFM4 STEVEN A.gcyN KARAN• m C ANICAL Co N 3498 ST 2' N E N 2' 2' 1 a ol2 -------------- 1 - - L[qU EMPLOYEE LOUNGE d5 c'6 m m � 1 0 0 --- — — O a — — Z 7 1 1 ❑ STAIR #2 - -- LLr- � -NON EN 2' 2' J 2' 2' U a l• Z o 1 El oi OU w ❑ mQ o 3a O °5 0 1 4'WS UP o N 7 STOR. MECHANICAL p - - - - - 01 008 - STO GE - - - - - - �J 1 .I z cn 2' 2' II 2' 2' Z 11 cn O RAI I 'G CO U I"I NITY ® ,n � 1 UNEXCAVATED AREA 00 11 Z Q � (FIRST FLOOR SLA ON GRADE) > Q >® O Q u � 1 H cn Z w w m H ® w UL-U O Q UzQ cn 1 fit I > Z O LL m Cf) m Oz r UQ w ® IX S TE ELEV.03 IX BOX FY 200 SYSTEM RELEASE PANEL.ELEV. M IX MANU✓LL.� STATION TITLE: MACH. RI�I ❑ ❑STAIR # _ ORACORP ER FM 200 DISOMM NOZZLE FIRE PROTECTION 1 1 1 001 05 ELE N W BASEMENT ❑ ❑TEL/D EX OEIECTOR M.FOR 2) EXISTING & DEMO 1 •I 2» 1 2» 2» .Ol 2• 2» �] 1 PLAN LIL_ — — — — — — — — — DATE ISSUED: I '� I 1 —E1(-FY3OO-SfOR�E 6"F DN P INK. RM. 6.01.2011 IX DELE M(rtP. 3) REVISIONS: f.2 — — — — — — — — — — _ — — — — — — _ �EX FM 200 OISCOM NOZZLE ❑ 4'DACV ❑ 4'OCVA F-II I 1 I 1 1 DRAWN BY: JC/PRT PROJECT#: 10153 L 2 3 4 4.8 5 e 7 DRAWING NO,: BlEIR BuiLDING ENGINEERING RF.SGURGES,LNC. D ,0 nFIRE PROTECTION BASEMENT EXISTING * DEMO PLAN 66MeinStreet 240PawuckeR Avenue102916 1 \ l �/� w No.Eeston,MA 02756 L.PmviOarue,RI02916 V SCALE: I1.4u I —0" TeX(508)(508)2 0-026 Tel:(401)4354602 � Pee:(508)230-0265 Fax;(d01 435-0608 I{FR@BFR-Fngiecaing.. wwwbcr-cngicccring.cmn STA OF 44 4 ss9 STEVEN A. t 2 3 n.e a R M NICAL y 0 4989 Or TEP��E�Q NAL E oc — ° 2' I I EN 2' 2' 1 M. 7 012 _� c W ------ LLj — — M M EMPLOYEE LOUNGE q$ N o oq I -- — I 0 4 a ALL ETR — — u F— z 02 _ _ z � WOf7EN J z � = o 2• 2" 2" 2" � w, t• _ OU ° C c -c ° mQ 30 a oFD a 3 C�C ° O Q al O 4'DS UP > ETR r IECHANICAL 008 _ _ _ D °I — — — — — — — — — CLOS .T #2 CLOSE C SET O — — — — — — z #3 4 F ° m z 07 p p � o al UNEXCAVATED AREA ° > Q Q OF Ol z O (FIRST FLOOR SLAB ON GRADE) .� Q p p a - -- C/, zw 0 0> cn � z � w 4• F G 4' 1 ° z = p Q w 4 U Z Q G � Lu 1 O K K O > L� a- < L� 0 2. w m — --- — __ — cr) # ' p` z a OF O T7' OWNEX ~I U z w Q 777 ° NEW PANEL O' _ E a ELEV. 003 "pa NEW PHOTO ELECTRIC AND KNQATION DETECTOR TITLE: ELEV. IT[ff MACH. RN EL RIC -- _ STAIR #I o4 1 —NEW NOZZLES( sr AGE FIRE PROTECTION TYP.) Q BASEMENT NEW ° 001 WORK PLAN ° 1"I 2• E1R 2. f° a DATE ISSUED: 4 — . — — — _ r — — — NEW 110—LB FM 2(!0 G1IJNDEFt WffH 4 LIQUID LEVEL INDICATOR 6.01.2011 6'F DN ° P INK. Rri. REVISIONS: E1R � C L T 341 ° 1.REMOVE TTE DOSRNG S�1SHM TO THEEXTENT NECESSARY - - - - - - - - a - - - - - PRCNIDE A NEW_RILL.RDOD fM-20D CLE1111 AGENT SYSIfM ° ° ROOMS 05 AM 13. 2 SEAL ALL PARITIM AROUND ROOMS TO DECK.ENSURE ALL Q 4'hACY HVAC UNITS WILL SHUT-DOWN UPON RUE%COUNTDOWN. EIR El ENSURE NEW PANEL IS COORDINATED WIH NEW DEIEC ION AND 4'" DVING FIRE MAN SYSrEM. UR 3.'IRAW ALL EMPLOYEES ON PROPER SYSIDA OPERATION AND PROCEDURES._TED A DESIGN BUILD SYM _ I WITH NEW CflNDER,PIPING, NOZZLES PANEL ANEL DDETWIOR I N DRAWN BY: JC/PRT AND TNG AS NOTED INIG THE'RLER NEW D M LETTER'EST GATED MARCH, 10 2011.CONTACT HILLER AT(978)657-5550 PROJECT#: 10153 DRAWING NO.: BlEIR BUQ.DING ENGMEUNG RFSOURCES,INC. - F P 1 O FIRE PROTECTION BASEMENT NEW WORK PLAN 6a.pasl`'m 1240Pad.., 102916 �/� No.P.asbn,M�02156 B508)23M260 .Pruridence,RI02916 SCALE: I�4"AIL-ON Fax:(508)2300265 Fax:(401)435-4608 lFR@AER-Fngin ing.w,, w b,r nginccring.com V,�t- ��,,�-,�I",.-�,�1111 I -­ . � � - , - - , I�,�,-7-1-1---I- I I - , , , - - � 7T-�,-'`-77-1 1-1,11-,-1-,��%, -�--. � ­�,---��_--­7,,-�,�-,-,,-;�,- -�:,� � I � z, , _ .-. -1, � - -,�:- 1�1 Z, -i -- I� -, I : i I : ,�­ , - ." , , -:� ,, il 11 , ,; � ,, , -�� , ":.,, ,';,,�- �,1.........,,,p 11 I- I -51-,`�—I-171,11 I I- , ," 1 , , I . , , 1 I I ,�11 :� , � , , I I . ,�,�, -: ,, �� "-� ,, ,, -1 -1 7".1� 1'c�,��, 7 ,,,,i", ,,,, �: � ���", �-,-� - ,� � , �I -� T �� -" ".- 11 I I , � . - � � � , , � -,-.!. -"-- - I y,,," �­ , �-� i, I I I I I I - . . , I I I , , - ,,, � ,�,� -- -I -, - 11 - '., -11 - , . 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