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HomeMy WebLinkAbout0160 ROSARY LANE cis eon -� b WP y {. l t. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 015 ' 0091 Application #` Health Division Date Issued (� Conservation Division Application Fee U _T Planning Dept. Permit Fee 0 Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis P Project Street Address ( (,00 60 SAN LAJ Q M rT Village �'t�I� 1 S '� MA d.2 (e eo Owner 61 La ER70 .DOS, Au J oS Address Telephone J� 2 ?1 F 112 � 5 LL, (a) I M S Permit Request I l� '� �U O�.t9 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed-I Total neW Zoning District Flood Plain Groundwater Overlay - Project Valuation 50 Construction Type�L— Lot Size :61 Does 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: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNEb -000 +[/ Name E� y i� tv H /M Telephone Number 774 MCA& 3.25� Address TREMOR f ST License # 08300 ,72 MA0.5f rab , 14A Oa D4-P Home Improvement Contractor# I'`�-� 9 5 (P Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO P P-oum Dis k. PACIOLV �2_� � SIGNATURE ��/ DATEP i FOR OFFICIAL USE ONLY APPLICATION# ` 1 DATE ISSUED 1 ; 1 ; MAP/PARCEL NO. i ADDRESS VILLAGE I OWNER - 1 r DATE OF INSPECTION: ` t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING I DATE CLOSED OUT ASSOCIATION PLAN NO. J ,per The Commonwealth of Massachusetts Department of Industrial Accidents 0 ce of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information q Please Print Legibly Name(Business/Organization/Individual): DA � ® w N I M Address: �'� 'T`�O�(OII�T _S City/State/Zip: 111fiosf l a-A sm W0YT Phone-#: ' 74 2-&G 3.2 52_ . Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.99 I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g. EJ Demolition workingfor me in an capacity. employees and have workers' Y P tY• # 9. ❑Building addition [No workers'comp.insurance comp•insurance. required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance re t c. 152, §1(4),and we have no y required.] 13. Otheril��'A1-[. employees. [No workers' �a J comp.insurance required.] IIV l N D®bi1 S *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. :4-contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: City/State/Zip: T Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required umder.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 WA for insurance coverage verification. I do hereb ;fy under the ' s-and penalties of perjury that the information provided above is true and correct Si ature. Date: 12- _ Phone#• 2 0 6 5 Z 51— 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#: Information and Instructions 1. chapter 152 requires all a to ers to provide workers'compensation for their employees. Massachusetts General Laws p eq mp y p mP Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more the legal re resentatives of a deceased employer,or the i of the fore oin en a ed in a joint enterprise, and including g p g g. g g J rP receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the buildinggrounds or buildin appurtenant thereto shall not because of sucli employment be deemed to be an employer. MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/h addition,number which will be used as a reference number. In n,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number: The e6mmonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 ar 1-977 MASSAFE Fax#617-727-7749 Revised 11-22-06 www.mass.gov/dia Town of Barnstable snxrtsrMLF. , ' � Regulatory Services ar fps a Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner, 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 6 j 16-2 r�o OoS�3 fn o1 , as Owner of the subject property hereby authorize D u t-b wm a;F- ® C-ZC to'act on my behalf, in all matters relative to work authorized by this building permit application for e o ROs L i-W r_ V'V/' ' 19 Y (Addres of Job) o3 7,-+ 10 8 natur of er Date �-o Print Name Q:\WHILESTORMS\building permit forms\EXPRESS.doc Revise020108 �t Town of Barnstable Regulatory Services snaxsznsca, Thomas F.Geiler,Director 9�A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: � I JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER , Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory-to-sudhuije and/or farm structures. A s person who constructs more than one home in a two-year period shall not be censidered a homeowner. Sueh.R' `.'a "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit: (Section 109.1.1)The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands'the,Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to coirlplywith the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that-if the;ihomeowner engajes a person(s)for hire to-do such! work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 115) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forn/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC I� & M CUSTOMER: imaodgasary-TA job Glass PHONE# FAX# Company, Inc. DATE: 3/21/08 245 old Yarmouth Road JOB NAME: HYannis,Massachusetts 02601 Phone(508)778.a88 Fax(508)790-1811 NOTES: We propose to install .tea. camipt,r� i bait 1 i8" x 80 1 .2" is ]ear finish:, Y ahnjj = Tubelite-metal; - glazed with 5/8" tempered= 1=11ated Al t OP MW E PROVfDE BY COIRMA� - ROUG I OPIINDU IS 148`1./1-'g_80 3/4 QOE= WITH ACHLD � TO APPROVE THIS JOB NOWE WE b0 MY T T.ATTQN, a 4 ,t t {� ✓✓ze �corz-rrae�irrvecxe�!f �f" ��� f r x ' ltt2'J:1�Xifr4.c'�Ca'S BOARD OF BUILDING REGULATIONS �;. Icense: CONSTRUCTION SUPERVISOR Number:.CS, i 0$3898 ;I Expires 07/01/2008 Tr.no: 28912 Restricted;;00 DAVID C WHITE 88 TREMONT ST . MANSFIELD, MA 02048 C /� Commissioner Board of Building Regulations and Standards License or registration valid for individul use !!s HOME IMPROVEMENT CONTRACTOR before the expiration date. If found returr to' Board of Building Regulations and SMtnti,t#fe Registration;: 142956 One Ashburton Place Rro 1301 may. Expiration: W12008 Boston,Ma.02108 Type; individual '. DAVID WHITE 1 DAVID WHITE Jf 88 TREMONT ST �?.y..+Ci.�••� ...� MANSFIELD,MA 02048 Deputy Administrator Not valid without s nature i Tuesday,April 15. 2008 3:12 PM Nauset Environ Services 508-255-0738 p.02 Massachusetts Department of Environmental Protection Bureau Of WaSte Prevention • Air Quality i100070748 -- B W P A Q Q 6 Ueea1 Nnn,l7or ---- = Notification Prior to Construction or Demolition Important: A. Apphcabilit Whorl lilting onl Y form,on we computer.use only itio tau key n Construction or Demolition g,peration of an industrial, commercial,or in51i1Li1i01I;tl building,or w move your residential building with 20 or inorc units is rpqulated by the Departryu.-mt of L'nvirtmmcntal Prolection- curxnr•(>n not ,I unr.the rrvurn (UEP),Ruroau of Watlo Prevention-Air quality Control Retiolations 310 CMR 7.09. Notification Uf Key. Construction or Demolition operations is required under 310 CMR 7.09(2) ten(10) days;prior to,riny 4—j work being p urformed. Tho following information is required pursuant to 310 CMR 7.09. B. General Project Description •l. ..Is this racrilty r(!e exempt-city,town,district,municipal housing authority,owner-occupied Instructions residence of four units or less?'El Yes `j No 1.All sccliuns of b.Provide blanket decal number if applicable: f- ------••• ____.. inls form must Ue RIAnkCt DuCUI Numhrr •..--•----......._..._....._____-. , cuml)(wPrt in oraor ro Cumlrly with the 2• Facility Information: Department of P. __----�......�__...... . . _-•. . ---- ,...._._.:.---— ti. ;AMERICAN STONE -—--Envirunmentai —�.,..._--- Protection a.Name - _..---•—•-•----------•--�-- •---_-- notificatioll !160 ROSARY LANE,UNIT A ------ ------ —.._-- _____._____r,_—_. ..__• reyuiremwil5 of - - ------ b,Address 310CMR7nq - ---- .. __---- •• !MA !02601 stalp 15087781123 — .r-,.:l,.eh! none N f .-.�,...-.-----•-------^•�_-----/ _ 112ll2Gy,(iSter�rnrtP.pn.[t' entiion C• 14--r11Jll-.ail A.___.._-- :2300 l r4 drtfP,$stop h.SIZC of Facilir Ih$ uBrC I eat ---- ---- ------- y q i.Numboiul hlonrs "-"- j. Was 010 facility built prior to 1980? i Yes :1] No k. Describe the current or prior use of tho facility: ?HITCHCOCK CONSTRUCTION (EQUIPMENT RENTAL) �• ^ y I. Is the faerlity a residenlinl facility? [ Yes ;7 N0 o in. If yes, how many units? Nt1m1)Lr ul Units 3. Facility Owner: 'N iGILBERTO DOSANJ05 - __� • .... ---------• ..........__---.._.. ... .._._..__..o !t60 ROSARY LANE, A •••• b.Address. • ----..,----.. ........__.�-----..__ HYAN NIS,------- _ --------... l _._... ^� _—--- --- - - 0 15087781123 f.TvlP�gr1C NvrntWr arr - � ..._....__... .. . .-•--_---.. 9 otic end rxtencin i ----,•u__L-mail Ar_irlr- ,loutianal ��O tG1LBERTO DOSANJOS per—------ �Q It.Un:;ile Manager Name -- -•---^•^------�-----....---•- 1g06.duc -10107 uWP AO 06 -Pa% i irf 7 Tuesday,April 15, 2008 3:12 PM Nauset Environ Services 508-255-0738 p.03 LLMassachusetts Department of Environmental protection _. ... t, Bureau of Waste Prevention . Air Quality 1100070748 BYY r A 06 necal Number Notification Prior to Construction or Demolition ' t Statement:em II B. General Project Description (cont.) S asbo-;los is luund during a Construction or 4. General Contractor: Demolition .J.B.CONSTRUCTION operation.all - ---• — --_.^.,,,�. rr5rrntsi)le Parties r---------'-----' ....- ----—... ...--------- ----- mttst rnmply with W.O.BOX 351 7.00,7.15.and ----- L-------... JICl+aptcr 21 C of the c —mx_dD i0-.2.6. 37.0-3--5-_1 ..... --- f;Fneral l ews of C.Ci�/Towfi------ d.Stalo__•_• - p-=-- - --' - ---- c.2i'_t"ode dte Curnntunweallh• i5087762443 I This woulcl include, °,.^r.^.•. --- ------ ------- •., t No wnutd nmt ha ,I. I elepltpne Nurtiltrr ;;�pa�r,.�xtp anri extrn5lon y;•t mail AArire$� G tI0t131 _ limited to,filing en MOBERT WELCH a:ibp aos with the M.On-silo Manager Narne i witiuval r)enartment and/or A notice of C. General Construction or Demolition Description rr?le:lsr/thnmi of rralf!use ul:t ' hJL'JIUUU$ substance to the 1. Construction or demolition contractor: bepannlent,if --------, .o. .. epplic.�hle. rJ,B.CONSTRUCTION L.---- ..•tea.....,.^-._•—_— - a.Name {P_O.BOX 351 ':CUMMADUID _— —; jMA,— 02637-0351 C.C.t1Y1�l�fiwit tl.$lal� ' r, 5087762443 ' —-- - - - L TGIG)hone Number area cotle and v,dNmion ---" "' - ^---- --•--�-------... ..----------- -� � Email tldre� u litina�.. 'BOB WELCH h.On-site ManagcrT�ainG --------.._...---------.,.._.�--____- 2. On-Site Supervisor: a608WELCH•-..__.__.___..---_-__-- -- ._ —...... — _—..:,_..._,�.-------------- -- -- On-Site Supervisor Name ' 3. is tht!t.:ntirt�riicility to be demolished'? ❑ Yes ' No N 4. Describe the area(s)to be demolished: --0 jTWO 8'X12'SECTIONS OF BLOCK IN WEST WALL N I �-0 5. If this is a construction project,describe the building(s)or addition(s)to be constructed: 'TWO DISPLAY WINDOWS IN WEST WALL 0 i ugOG.duu•10/02 BWI'At)06 •r'nt3e 7 of 9 Tuesday,April 15, 2008 3:12 PM Nauset Environ Services 508-255-0738 p.04 Massachusetts Department of Environmental Protection Bureau of Waste Prevention .Air Quality 100070748 r B �■P AQ 0A Uccal Nunu�cr NotiiYlficc/ation Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition pruiec:t,were the strttcture(s)surveyed for the presence of asbestos containing material(ACM)? f✓; ye:s �_, No It yes,who conducted the survey? WILLIAM M.VAUGHAN b.Survevur Name A1040812 c.Division of(ircup,uiunnl Salety Certification Number --- - ----- .... _----------------: 7. Construction or Demolition: .411612003 —— 16/15/2008 - ,t.Start Dale(nun/dtUyyyy) h.End Date(mmldd/yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: I seeding J paving b. If other, plvase specify, wetting ,71 shrouding covering � other 9, For Emergency Uemoliticm Operations,who is the DFP ofGrial who evaluated the emergency? ii.Name of DEP Qffiria l NA D.Title _ 4411512008 c.Date Qiunl�ltU•yy�ul AuUteriZelion _ _ _ a.Min W;uvei Nui{lluer D. Certification I certify that I have examined the IWILLIAM>VAUGHAN —o above and that to Ihr,best of my a.Print Nor best �o knowledge it is true and complete. �WILLIAM M.VAUGHAN ? The signature helow subjects the u.Auuwtuta:;rgnatu�-c �i a —'�N signer to the general statutes iPRESIDENT o regarding;.1 raise and misleading �fi GKTf1lt._. ....---_Y-------••----- statemant s . ---- --__ ,._- ---- ---------- - i ( ) N; AUSET ENVIRONMENTAL SERVICES INC. - d. -- iO4/15/2000 !�"rD e.Date,(mndddlyyyy) �Q • ugUfi.cl0c •'IO102 UWP AQ Uri -Peg.,A of a Tuesday,April 15, 2008 3:42 PM Nauset Environ Services 508-255-0736 p,01 Attention: Bob Welsh Oate: 4/15/2008 Company: Number of Pages: 6 Fax Number: *7015083628190 Voice Number: From: Nauset Environ Services Company: Nauset Environmental Fax Number: 508-255-0738 Voice Number: Subject: Asbestos Inspection report supporting BWP AQ-06 - 160 Rosary I Comments: Bob, Here Is the suporting report for the AQ-06 report Issued for 160 Rosary Lane, Unit A - American Stone. If you need the photos in color, I can mail you a prinout. Bill V. Tuesday,April 15,2008 3:42 PM Nauset Environ Services 508-255-0738 p.02 Nauset Environmental Services, Inc. c-rn AirQyalit: (-onipcim 15 April 2008 NES Job 2-085 Repoit No. NEW.ASB-08/765 Robert F. Welch P.0. Box 351 Cullu1L'quid,MA 02637-0351 Re: Pre-colLSttlictioii.,'(lelriolition isbestos inspection at 160 Rosary Larne(Ameriewi Stone) Dear Mrs. Welch: Nauset Envirolmicntal Services, Inc. (NES) is pleased to. subunit this letter report on the pro-- comtruction%demolition nlspection for asbestos at 160 Rosary Lane, Unit A (Hyannis). Following authw ization, NES initially dent Willimn M. Vaugluln, MD. QEP. ,kI &CIEC to the property oil 15 April 2008 to inspect for areas of suspect ashestos-containing,material(ACM)an(L ifpresent,ach ise on its safe removal according to Massachusetts regulations. BACKGROUND: In planning for installation of two display windows at the.tuner scan Stone facility in Hy.uulis,you need to file a fonn(BWP AQ06)with the Massachusetts Department of Envnranuncltal Protection(DEP)to become part of the paperwork for the construction/deruolition effort. NES was contacted to proNride a Massachusetts Asbestos Inspector(AI)to carry out the necessary nlspection Ind filing activities. E.XEC:iTTINTE 8LT11T1%1ARY This site inspection revealed no suspect :kCM in this late 1980s commercial,metal building that is in active use. With only two openings to be cut in a block w-all,the area mill be enclosed at the time of disturbance. ON SITE ACTIVITIES-After Dr.Vaughan initially arrived at the facility on 15 April 2008,y i and the facility rn Mager escorted him through the buildng. Dr. Vaughan is all accredited Environnientil Protection Agency (EPA) AHERA (Asbestos Hazard Emergency Response Act)asbestos inspector (.-T08-3039-106-2:30916) and is certified by.the C01lu1101INVOalth of Masanollt►setts as nil asbestos 1119pector(;:;::AI 040812). Dr.Vaugluul inspected the west end of the building where the windows will be installed. Photogt.lips of selected areas were taken wad are included nl Attachment A. Site Inspection: The block wall at this building,reportedly built i111988,has no ulslilatlon(seephotos in Attachment A). No ACM is suspected to be involved lNith this activity. P.O. Box 1385 508/247-9167 (800/931-11511 East Orleans, MA 02643 FAX: 508/255-0738 - Tuesday,April 15,2008 3.42 PM Nauset Environ Services 508-255-0738 p.03 Pre-constrliction/denro asbestos inspection at 160 Rosmn•Law. Report No. AES A SB-08,765 Page 2 DISCUSSION& StTMI%,LARY Tlris site did not have any indications of the use of ACAI in the constniction,considering the age and type of stnichire. T e. necessary nifortnation `vas submitted to the DelmInient of Enviro niiental Protection mil BWP:kN061nz-coustructioitideuiolitioii Fonn[Decal001000707481 was imued. Tlie above discussion and recotiniiendation9 are related to the information you provided and the conditions%isually observahle at the time of NES's site visits on 13 ,kpril 2008 and arty thus limited to these acti%ities and timefra me. Thus the ltlipact of suhsequpit clumSes at the properly can not he considered pu-t of the scope of this reportNwork. I mist the above fiifoi711atioii is sti icieiit foi'}'oitr eiirrelit iieeCIS. Please call me v ith any questions or to clm•ity points. Very truly yours, Willi n1 N1. Vaughmi, PhD, AI,QEP,CIEC President, Senior Scientist AI=Alassaolmsetts as an mbestos inspector(=AI 040312). PEP—Qualified Eiivituiuuental PLvfe:ssiwml(,suwe 11)4) CIEC=Cmu►cikettified 6idoor Envirmanent Constdiant(=0603032) 3.085Amadasn Stone AI-AQ06.RPT.doc Tuesday,April 15,2008 3:42 PM Nauset Environ Services 508-255-0738 p,04 Attachment A Photographs Taken Durilig the hispection Tuesday,April 15, 2008 3.42 PM Nauset Environ Services 508-255-0738 p.05 i 't I 'f '''• 1. I" V�� �r Uv UNA hiterior viexv«here t o WN12' opciungs will be.cut for display«uxlo„-s E-Zerior View for otieniaigs � L .. L _+ w Tuesday,April 15, 2008 3:42 PM Nauset Environ Services 508-255-0738 p,08 I• , , i 1 I' f y���9� --���:;t•�16�1:�.r.M14...•[.'�:���r .%��•w�:"'fit F:��ti�%r11::�7�`'.•. •�Y:•._ :• •�.�• :�� "Mt��"!••,.�,�•M�,. '+`'..tiar•.�ll•�py0,x.1�1'��(."�::v':.!4.. �'�::""'.•�"'�i ,''• f •:4`�•.�. ��.+�'!'��•'T�'�MS•V•1.��w.�i:•,'• •« n•�e.ra.a, A� �iK`{i�%io'�'� � ".'!��. Vien of Nvest will and front of the Ametic.ui stone facility OA Sol •t �v F. Yid `��� A, ' 'ti� 6' r..'n9 ti/��� 'i•^'1Y!+'��-��5�9��`.:I IPb �N �.• F-+��1'�`Y� •'y• „��• ,,,1 ' Vie\-of Atiiericau Stone facility from Rosary Lame i Town of Barnstable Building Department - Brian Florence,CBO Building Commissioner 200 Main Street; Hyannis,MA 02601 www.town.barnstable.ma.as Pre-application for Business.-Certificate r Date 1 Map Parcel Q U _ t Applicant Information Applicants Name Applicants Address 3 Z 9-J orl t rJ '4A1ZMuy i+1 Qom VA : 02 6)� Email Address AME21(_40i5jo0FAJm P 67w,L . C-eivv1 Telephone Number S.o% h o 7387 Listed ❑ Unlisted ❑ Business Information New Business? ---------------------------------=------• Yes No Business is a registered corporation? ________________________. Yes No If yes Name of Corporation 4114NNIS MAP-61t l r2AN))Y I Mr Does business operate under the registered corporate name? Yes Is the-business a sole proprietorship or home occupation? _______ es No - If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business AMEjz I Gant <i onit Business Address 160 , V_oSdrz • lrJ - fN4ijN15 A46 c_qZ6of tJv„ A -.Type of Business GairvepL �A iL pabi2I 6cr ,Or✓ PuRding Commissioner Office Use Only , Conditions S Building Commissioner Date . Clerk Office Use Only �' NE �t > y Town of Barnstable Building Department - 200 Main Street Hyannis, MA 02601 MAS&9q, 1639- (508) 862-4038 Certif icate of Occupancy Application Number: 201502364 CO Number: .20150046 Parcel ID: 345015002 CO Issue Date: 05104/15 Location: 160 'ROSARY LANE Zoning Classification: BUSINESS DISTRICT Proposed Use: STORAGE WAREHOUSE & DIST Village: HYANNIS Gen Contractor: PROPERTY OWNER Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM 9 Comments: VISION ART GRAPHICS Building Department Signature Date Signed { 4 ' of E ram, ,,, T v'm-of:Barnstable ,-ReguIatgry�Ser.yiCes MASS $ TrRichard K Scali,Director " (� � y 19. cc �_Building Division T®�li��' •q�,j&-, r ;Jom Perry,-Building Commissioner O 1o7, 200.Main Street,{Hyannis,MA 02601 • �- �'`�' wWW,town;barnstable ma.us' <E Office: 508-862-4038 ,:' ` 'Fax '508-'790-6230 ' Permit# 1 -7 C)3 C,-,Building Official approving Application for'Sign Permit +, Applicant i AC.o I�. -►(,A r21.A Assessors No. �kV� � — U a� - _ _. . �.a i lip. � -"— F 't,..) 't� As., �,. :.'rd 1 F.ai(„ 'ty:' � Do' Business As: �uig _f'°Awe; A�Tb ry C t A)T'p_2 Telephone No. S 0.� `864 6(0& rr Sign Location`- Street/Road: /60 aa,'54 i2 V L lU 0 turr. R> uz Zoning District: Old Kings Highway??-Yes/No 1 Hyaun is Historic District? Yes/No r Property Owner 'i , Name: C h D �(A 2 LS u�h Y IUdIJl1 A-Cje m6) - Telephon 30 o a Address: 3�Q CWAM6N IWe-r��`�T�ir `A lt'i=s fR (Village��A l3�S r irtdA r +..< .,.sip it."._•? 3YY!),; : ti � _ . .-t.+. � ltt�`�''",({i+r � Sign Contractor Name: i i O.it1�tai?t` 'G►2 P h'j c'�S r' X-'•-Telephone: :-4.01 O C0 1(11 .1.r Mailing Address: PC)K 3 C .N Y A N AJ i S Description. Please 1.foll1.ow the cover.directions.You must have an accurate rendition of sign with dimensions and i:. v �. 14I a a.Y,;L, 4%u'.A I t•:t..� r • ••-f i. 1.:.S J Tj location.' . J ! _ �.�. `h. er��'i.�4.,{F"�xr !'� I � .:r•:! �r►� j!-ice{t Is the sign to be electrified? Yes/0 (Note.Ifyes,a wlringpermitisrcjiZ -6d). =' Width of building face i _ft-a x,.].O A7 in 4?'��, -1 Check one Reface existing sign or New Total Sq.Ft of proposed sign (s) •5 i :.);.,..:•at3-- ;i:9i�.t F'.tG b"-T« c' i.iLfitl :�' '•.ram C:':f',Y- u[� '.t f 0", I u have additional signs please a=ch a sheethi trhg each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is.correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: ti^� � �` Date _{ SIGNS/SIGNREQU }r'Tj-, reyisedH0413 fl iToWn'of Barnstable Regulatory Services _ ' MAM �' ' Richard V.Scali,'Director s639• ��� .. A t. i t� lOII . J � Buildin D vis Eo� g - r ` Building Commissioner Thomas Per ry, g 200 Main Street;"Hyannis,MA 02601 ' www.town.barnstable.mams Office: 508-862-4038 Fax: 508-790-6230 ,t •SIGN PERAIIT REQUIREMENTS h A photograph showing the existing facade,on which has been indicated the proposed sign location. The photograph is to include a portion of adjoining stores or building. For a proposed building or new facade, an architect's elevation may be submitted in lieu of a photograph. -- - 2. A scale drawing of the proposed sign.A scale drawing indicating: 1) The type of proposed sign(wall,hanging, free standing) -~ 2) Dimensions of the proposed,sign`and any designs,logos, or lettering 3)'A cross-section with dimensions showing edge detail. Mininauni scale 1"= 1'.Minimum"sheet size, 8.5 x 11". 3. A scale drawing of the bracket. A colored scale graphic indicating dimensions, showing colors,materials and method of affixing it to the sign and to the building. Minimum scale 1 = 1'. Minimum sheet size, 8.5 x 117. 4. A completed Town of Barnstable Sigi Application,including scaled diagram showing location of sign on building or location of free-standing sign. Show dimensions. 5. The width of the building face or the leased area. NOTE: the map/parcel number is required on the application. SIGNS/SIGNREQU revisedl10413 3/16/2017 IMG 1452.PNG 00000 AT&T LTE 1:10 PM e' sages Back SIGN SIZE WE _..... mf s 3 ' - i d �z r 9 - c 1-4 R . See More Ur https://mail.google.com/mail/ca/u/1/Mnbox/i5ad8laOdd22b6a4?projector=1 1/1 ; 3 C° �t � +a a- � � ',p';� rrr• a.�'.gig S�� a ya�l a a "'�fr,a � t'��� �'3�'�t r�k ,. �,�'�' �, `���.c+ Y��"'"$r*�s ,� a+� � "�-' �'•���',��`� ��"� � ti��"�G,�>.'rr �� t.€»Y� �^ � u ' 3 4, Y _ _ w �6 r, , 1 Sign STABLE, : TOWN OF BARNSTABLE Perm it BARNMASS. Permit Number: Application Ref: 201502362 20071097 Issue Date: 04/28/15 Applicant: Proposed.Use: STORAGE WAREHOUSE & DIST Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 160 ROSARY LANE Map Parcel 345015002 Town HYANNIS Zoning District B Contractor PROPERTY OWNER " Remarks VISION ART GRAPHICS 2SQ FREESTND &26 SQ WALL SIGN Owner: CHARLES WHITE MANAGEMENT, INC Address: 330 COMMONWEALTH AVE BOSTON, MA 02115 Issued By: pC POST THIS CARD SO THAT IS VISIBLE FROM THE S ;BEET Town of Barnstable ' �* Regulatory Services * snuNsrnaM hUm 8 Richard V. Scali,Director En r a Building Division Tom Perry, Building Commissioner ;y 200 Main Street; Hyannis,MA 02601 www,town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Q( 02 Building Official approving Application for Sign Permit Applicant: JO V Assessors No:. Doing Business As: � \ S\ � 1y �� �(\0.)X4,\Ielephone No. � J � ' 00\Q Sign Location c Street/Road: _ �j(� C� JCS (C\ �-- Zoning District: Old Kings Highway? . Yes/No Hyannis Historic District? Yes/No Property Owner Name: t� ��Tel ��� _ ��,�e� ter y.1 . a MQ-�y y��t� ephone: 1 ry - Address: So c-,,�� W SL_ �y Vill 03;3 0� Sign Contractor- Name: V \ SNV ��� lS n �(J�r���,s' Telephone:_ O \ Mailing Address: ® . Description. Please follow the cover directions.You must have an accurate rendition of sign with mensions and location. 4 s q a-�5� Is the sign to be electrified? Yes/No (Note:Ifyes, a wiringpermitisrequired)S(jYkV? Jn Width of building face - ft. x 10= x.10= Check one Reface existing sign or New - Total Sq. Ft of proposed sign (s) Ifyou have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of owner to make this application, that the information is correct and that the use and constructi nform to the provisions of §240-59 through§240-89 of the Town of Barnstab rdinance. SignaUme of Owner/Authorized Agent Date a SIGNS/SIGNREQU revisedl 10413 FEE r Town of Barnstable a Regulatory Services BARNSTABLE, KA, SS. $ Richard V.Scali,Director a6;q. �Eb 39. 16 Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 SIGN PERMIT REQUIREMENTS 1. A photograph showing the existing facade, on which has been indicated the proposed sign location. The photograph is to include a portion of adjoining stores or building. For a proposed building or new facade, an architect's elevation may be submitted in lieu of a photograph. 2. A scale drawing of the proposed sign. A scale drawing indicating: 1) The type of proposed sign (wall,hanging, free standing) 2) Dimensions of the proposed sign and any designs, logos, or lettering 3) A cross-section with dimensions showing edge detail. Minimum scale 1"= 1'.Minimum sheet size, 8.5 x 11". 3. A scale drawing of the bracket. A colored scale graphic indicating dimensions, showing colors, materials and method of affixing it to the sign and to the building. Minimum scale 1"= 1'. Minimum sheet size, 8.5 x 11". 4. A completed Town of Barnstable Sign Application, including scaled diagram showing location of sign on building or location of free-standing sign. Show dimensions. 5. The width of the building face or the leased area. If NOTE: the map/parcel number is required on the application. SIGNS/SIGNREQU revisedl 10413 �} 4 mki Ti wxna 44 ]a`j�y^�y i w.�f,•� F 4- � ;�1 i . !rl r/�Y��.�` �f .�,,,. !!! ( + got IN el ik- B � a �1 •i _ E - /may ta• �p N I;rol (5, MR .1 - 44 14 w- ` - _ ,. a. •.y�.ti.yi: :fib <... web. s: d''�r�' ry � .�er�—e..w �y}t YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate:) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI:, 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: / b Fill in please: APPLICANT'S YOUR NAME/S: -1—h I A�'0 Via BUSINESS YOUR HOME ADDRESS: 4a ep�t�=auv_ . ij J. lap MC � 368( ,2 NYA Ai�_6� ,0L S �ZP �f TELEPHONE # Home Telephone Number ���r R( a I I� �ti �8 fb `?� NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES VNO ADDRESS OF BUSINESS I C,r0 R=AZ-( i_ti r NY AdJwIS Cba60 1 MAP/PARCEL NUMBER 'SUS b 1 S O [Assessing) ullft When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. ' 1. BUILDING COMMIS ION R'S OFFICE This individual ha b infor e of ny mi .re uireme is that p main to this type of business. t orized Sign ture* COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. - Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Message Page 1 of 1 Anderson, Robin From: Anderson, Robin Sent: Thursday, February 18, 2016 3:27 PM To: Deputy Chief Dean Melanson (dmelanson@hyannisfire.org) Subject: 160 Rosary Lane Please contact Sabrina 508-292-6830 for 160 Rosary Lane Unit B. Proposed tire repair/sales & mounting. 0ghln Robin C.Anderson Zoning Enforcement Officer 200 Main Street Hyannis,MA 026ol 5o8-862-4027 r f 2/18/2016 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ✓ Parcel I G z" ;,r �,°A IY` on # 34 a _ Health Division 514 Date Is J Conservation Division Application Fe Planning Dept. PermJ1,Fee . :3 1 �Jj Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner 9-r` l u J r Address Telephone Permit Request V r-, (Jr n Ck Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) LPL Name Ccvn � �� v �b��, 4-g Telephone Number sC7�' �y Address %Z) S Q c�, 'y� ,, INV License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING OM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ��'\ I �-�' l S ` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: Y FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. LEASE COVER PAGE PARTIES .LANDLORD: CHARLES WHITE MANAGEMENT, INC. Address 330 Commonwealth Avenue ' for Notices: Boston, MA 02115 (617) 267-1283 Copies of Notices to be sent to: ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, Mattacheese Professional Building 25 Mid Tech Drive West Yarmouth, MA 02673 (508) 775-3433 (508) 790-4778 Fax Rent to be sent to: Charles White Management, Inc. P. O. Box 557 Revere, MA 02151 TENANT: Sergio Souza d/b/a Vision Art Graphics Address 684 Main Street Hyannis, MA 02601 TERM Commencement data: May 1, 2015 Expiration date: April 30, 2016 BUILDING AND LEASED PREMISES Building: Building B, Unit#2 Address of Building: 155 Rosary Lane Town, State: Hyannis, MA 02601 SIZE OF PREMISES: 1,848 square feet RENT ra May 1, 2015 —April 30, 2016 Annual Rent = $15,600 payable in equal monthly installments of$1,300 per month ADDITIONAL PAYMENTS: The lease is net to Landlord. Tenant shall be responsible for eleven (11%) percent of all of Landlord's costs of operating and maintaining the premises including, but not limited to,-parking lot lighting, paving, snow removal, landscaping, taxes and insurance. Tenant is responsible for all utilities serving Tenant's unit. SECURITY DEPOSIT: Tenant shall pay a security deposit of$2,4000 as follows: $1,200 on May 1, 2015 and $1,200 on May 15, 2015. USE OF PREMISES: Mobil signage. INSURANCE REQUIREMENTS: TENANT: Property: 100% replacement of Tenant's improvements. General Liability: $100,000 per person/$300,000.00 per incident. LANDLORD: Extended coverage } Rental income } As presently insured Liability limits } Other (specify) } OPTION: Tenant shall have two (2) one (1) year options to renew this lease upon the same. terms and conditions. For the option year of May 1, 2016 through April 30, 2017 the annual rent shall be $16,800 payable in equal monthly installments. For the option year of May 1, 2017 through April 30, 2018, the annual rent shall be $18,000 payable in equal monthly installments. The option must be exercised in writing no later than February 281h of the rental year. FIRST RIGHT OF REFUSAL: None. THIS COVER PAGE IS INCORPORATED AS PART OF THIS LEASE. ,c y may deem proper, without notice to Tenant, and shall apply the proceeds of such sale, first to the cost and expense of such sale, including reasonable attorney's fees actually incurred; second to the payment of the cost for storing such property; third to the payment of any other money which may then be or thereafter become due Landlord from Tenant under any of the terms of this Lease; and fourth, the balance, if any to Tenant. 11.04 Notices All notices under this Lease shall be in writing and delivered in person or sent by prepaid registered or certified mail to Landlord at the same place to which rent payments are made, and to the Tenant at the address shown on the cover page of this Lease, or such addresses as hereafter may be designated by either party in writing. Notices mailed shall be deemed given on the date of delivery or attempted delivery. 11.05 Building Name Landlord reserves the right at any time'and from time to time to change the name by which the Building is designated. 11.06 Right of First Refusal None. 11.07 Entire Agreement; Captions Tenant acknowledges and agrees that it has not relied upon any statement, representation, agreement or warranty except such as may be expressly sent forth in this Lease, and it,is agreed by Landlord and Tenant that no amendment or modification of this Lease shall be val.id,or binding unless in writing executed by Landlord and Tenant, No provision of this Lease,shall be altered, waived, amended or extended except in writing executed by Landlord and Tenant;, The paragraph headings contained in this Lease are for convenience only and shall in noway enlarge or limit the scope or meaning of the provisions of this Lease. The Cover Page of the Lease attached hereto is incorporated herein as part of said Lease. I* x, ; Signed as a sealed instrument this r day of 2015. i LANDLORD: TENANT: CHARLES WHITE MANAGEMENT, INC. Angel rasso, President Sergio ou d/b/a f P Vision fap s. 6 ain Street Hyannis, MA 02601 G Phone No. Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 9 MASS i639. , (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201502364 CO Number: 20150046 Parcel ID: 345015002 CO Issue Date: 05/04115 Location: 160 ROSARY LANE Zoning Classification: BUSINESS DISTRICT Proposed Use: STORAGE WAREHOUSE & DIST Village: HYANNIS. Gen Contractor: PROPERTY OWNER Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: VISION ART GRAPHICS Building Department Signature Date Signed YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town_(which you. must do by M.G.L._it does not give you permission'to operate.) You must first obtain the necessary signatures on this format 200 Main St., Hyannis Take the completed form to the Town-Clerk's Office,.1 st Fl., 367 Main St., Hyannis, MA 02601 (TownH. all) and get the Business Certificate that is required by law. i '4�rr ���3d�' .? �"" DATE: Fill in please: APPLICANT'S- YOUR NAME/ ." gC� � U `IS y C.•+ BUSINESS YOUR HOME ADDRESS: - 9 "�� ��` TELEPHONE # Home Telephone Number - - - • NAME'OF CORPORATION t S1Or✓ '� Cock �ic>._ NAME OF NEW BUSINESS � : TYPE_ OF:BUSINESS 15 THIS A HOIVIEOCCUPATIO ? YES NO DDRESS:OE.BUSINESS... .. :0 , U _ .R MAi?/PARCEL NUMBER , f! .,,: �'•: . <,. sessing) When starting anew business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtainingthe information you may need.' You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to.make sure you have the appropriate permits and licensesrequired to legally operate your business in this town:.. 1. BUILDING COMMISSIONER'S ICE This individual.has be ed of a y ermit requirements that pertain to this type of.business. s. Authorized Signature** COMMENTS: 2. BOARD OF HEALTH This individual,has been informed of the permit requirements that pertain to this type 6f business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensingrequirements that pertain to this q P toe of business: , Authorized Signature* COMMENTS: Official Website of The Town of Barnstable - Property Lookup Page 1 of 4 Currently Town Hall is experiencing phone problems.We hope to have them fixed today. If you need to get a message to someon( ISelect Language Assessing Division Property Lookup Results - 2013 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< Print Frie Owner Information - Map/Block/Lot: 310/ 235/- Use Code: 1010 Owner Owner Name as of 1/1112 DOS ANJOS,GILBERTO F JR Map/Block/Lot G1S MAPS 310/235/ 160 ROSARY LANE, UNIT Co-Owner Name HYANNIS,MA.02601 Property Address � '✓`.' � 85 SPRUCE STREET Village: Hyannis I `7 Town Sewer At Address:Yes GIS Zoning Value: RB Assessed Values 2013 - Map/Block/Lot: 310/235/- Use Code: 1010 2013 Appraised Value 2013 Assessed Value Past Comparisons Building $72,800 $72,800 Year Total Assessed Value Value: Extra $25,700 $25,700 2012-$169,900 Features: 2011 -$178,600 Outbuildings: $2,500 $2,500 2010-$214,300 Land Value: $66,600 $66,600 2009-$270,400 2008-$263,800 2013 Totals $167,600 $ 167,600 2007-$263,200 Tax Information 2013 - Map/Block/Lot: 310 / 235/- Use Code: 1010 Taxes Hyannis FD Tax(Residential) $335.20 Community Preservation Act Tax $44.05 Fiscal Year 2013 TAX RATES HERE Town Tax(Residential) $1,468.18 $ 1,847.43 Sales History - Map/Block/Lot: 310/ 235/- Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: DOS ANJOS,GILBERTO F JR 8/6/2003 17413/076 $249500 KIPP, HELVI 3/15/1987 5621/051 $120000 D'ENTREMONT,CLAIRE E 14501092 $0 Photos 310 / 235/- Use Code: 1010 There are not any photos for this parcel http://www.town.bamstable.ma.us/Assessing/propertydisplayscreenl 3.asp?ap=0&searchpa... 7/19/2013 { v �C-i _ �t Sign AB . BARNSTABLE Permit aA TOWN OF MASS. 16 .�ok Permit Number: Application Ret: 201203411 20070761 Issue Date: 06/08/12 Applicant: CHARLES WHITE MANAGEMENT, INC Proposed Use: STORAGE WAREHOUSE &DIST Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 160 ROSARY LANE ' Map Parcel 345015002 Town HYANNIS Zoning District g Contractor PROPERTY OWNER Remarks NEW 34 SQ WALL SIGN AMERICAN MARBLE & GRANITE Owner: CHARLES WHITE MANAGEMENT, INC Address: 330 COMMONWEALTH AVE BOSTON, MA 02115 Issued By: pC ' . ' ROMSTRETPOSTTHISCADSOTHA ISVISIBLE F E Town of Barnstable Regulatory Services s�vsr,►ai.a, � i AM �e� Thomas F.Geiler,Director ►9. Building Division 1�U Tom Perry, Building Commissioner C�v 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038. Fax: 508-790-6230 Permit# Building Official approving ` Application for Sign Permit Applicant_Mc- '` CT"Vy S `N IGa Assessors No3 0 (5�xcxl— Doing Business As:—__ — — Telephone No. Sign Location Air, '/� Street/Road:�6_ � �. - �u�k1/ n Zoning District:_Old Kings Highway? Hyannis Historic District' Y o Property Owner tj L[ — �/ f Name: ^�� --- — WW _Telephone: l Address: Village: Sign Contras r Name Telephone CD 1w Mailing Address Description .' �? , Please follow the cover directions.You must have an accurate rendition of sign with dimensions and,,,• location. : Is the sign to be electrified? Yes/No (Note.If yes;a wiring permit is required) :tea Width of building face S - ft x 10- x.10- . Check one Reface exis ' ' n ting ssign or New Total Sq.Ft of proposed sign(s) J Ifyou ha ve additional signs.please attach a sheet listing eachwith dimensions If refacing an existing sign please provide a pi of the en-sting sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, . that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the To f amstable Zoning rdinance. ff �n Signature of Owner/Authorized Agent: _ Date l� o�J l SIGNS/SIGNREQU revised12110 I I• 1 ... t t e f s F f � 1 i 1 yr t, - •� a t '7 N —sI T- t a - IE r# 1, r jf r it �,. .,,+-.�1 — t' 4 t �,v v! k ' `r+••� ' r< .. �v"'Y•rMlw 4 t e.E `� I-s 51 a•./t �� its{ p.F•- il ..• • „""..+ ° r A � K yr ( „w,:,,.•.,..-. - .. t r^�t f I�i ...� •� fx� DIME , - Sign TOWN OF BARNSTABLE Permit' * SARNSTABLE. MASS 9� 1639. �� , AFC A Permit.Number: Application Ref: 201200252 20070703 Issue Date: 01/17/12 Applicant: CHARLES WHITE MANAGEMENT, INC Proposed Use: STORAGE WAREHOUSE &DIST . Permit Type: SIGN PERMIT 4 .r Permit Fee $ 50.00 Location 160 ROSARY LANE Map Parcel 345015002 Town HYANNIS Zoning District g Contractor : PROPERTY OWNER Remarks 12 SQ TEMP GRANITE SALE SIGN INSTALL 1/20/2012 REMOVE 3/20/2012 Owner: CHARLES WHITE MANAGEMENT, INC Address: 330 COMMONWEALTH AVE BOSTON, MA 02115 Issued By: POST THIS CARD SO THAT IS VISIBLE FROM THE ST ET oFTMEI Town of Barnstable Regulatory Services • >�sz .Y +ss : Thomas F. Geiler, Director Buirding Division Tom Perry, Building Commissioner 03 • d�lJ ,, c 200.Main Street, Hyannis,MA 02601 b 1� www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-.790-623 0 Permit# Building Official approving ; APplication for Sign,Permit Applicant 1 , o duos Assessors No�-5 _ LY llouhg Business Telephone No. Sign Location 0 StreeVRoad:• OFF W-Lhold 6J i Zoning District , Old Kings Highwayr' Yes/No H yarmis Historic DistrictP o. Property.Owner- Name: Telephoie: 51n M Address: 1G10 2.06114-W v Vllage: Sign Contractor Name: Telephone:L b MailuhgAddress:__ tksvEiKi� m,Ai` o C�pnrl Description Please follow the cover directious. You must have an accurate rendition of sign widi dimensions and location. Is the sigh to be electrified? Yes/ (Note.•1Tyes, a Fni7v1g permitis r,q,&,d) Width of building face—_ft. x 10= x.10 Check one Reface existing sign or Neiv Total S of Q proposed sign llyov ha ve addrtrorsal sip's please attach a sheet listing e<zrJl orae wiUl dimerJsior�s If refacing an existing sign.please provide a picture of the existing sign with dimensions. I hereby certify drat I am the owner or that I:have die authority of dhc owner to male this application, that 11he information is correct and dial die use and constructiohh s111II corilorm to the provisions of §240-59 dirouglh §240-89 of die Town of Banistablc Z durance.` - . Signature of Owner/Authorized Ag Date 0 ITT qg A'` l 2 �al f � a �7 \ g 2 I all IOU sw 51, L iy F MOL all CD CD CD Col . NMI rim �i CA Qo - I KID ITE NEN COLORS FREE SINK o o o (� Q AM ft� �•�..� ,`' .'ter I F Y ;l 4 • i r•� i,w it \ �R• ." ..� � � \ - � � -�-6 - _ _ • r ?� � r r` — i�7,1.l-., �srr �7, �ra•�'({., `� T .�.� •,t ';�j � �' i. L...{ -+t �� _ a�_'y Cy`' S'.✓%��\ .... � l ( ++ rr. �7,,,,y;,,, l\ m`^�r ".y'�.Mi.`r � 'o �d �b"�-`Y x. .r�. ` �j..i `'��A V�� L.+,' ..A�` ` �' r.�r''i � +�=•�.''�`.�,`'`�. �.I l"i.J"-.rt" `�'",A � A '�'�,_�z*..{\.+`\�t�'1'�" i` �T k y Y i Jfk E 1 IW a i j Pr � I i I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �t Parcel' ^1 5 0�ji '- Application Health Division ate Issued Conservation Division Application Fee � ) (� Planning Dept. Permit Fee 99 aWAWMFM9rREVZW1n Date Definitive Plan Approved by Planning Board MIMANNIS FIRE-RESCUR DEPACITMENT CS MGH SCHOOL MQA06 M r Historic;- OKH _ Preservation/ Hyannis L"A rl"01% Sal Project Street'Address f d Village N Al l S Owner 644rLE5 WW T6: OIAW&EMCNT Address 330 �� . i�Uc , &9rZm01J Telephone Permit Request 5 H EEiR0CJe_ l I� �t l,(9 ►LL 5 DaYL YZ 6 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type—.— Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq. ) Number of Baths: Full: existing new Half: existing ,`raw _ : Number of Bedrooms: existing _new < Total Room Count (not including baths): existing new First Floor F@ m Coin# Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric 1k�❑ Other r`v Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood coal stye: 5;Yes ❑ No Detached garage: ❑ existing LI new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ,n APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name y (Tc. Telephone Number -- Address '3? Tk f)" 0 i S l License # 09 3 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 11949C-f C �lc ®� f QFJ -Z1P_tJ n SIGNATURE e DATE 2 O' FOR OFFICIAL USE ONLY ,. APPLICATION# a DATE ISSUED a s MAP/PARCEL NO. :f ADDRESS VILLAGE IT - kz OWNER ' DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION FIREPLACE i' ELECTRICAL: ROUGH FINAL rp PLUMBING: ROUGH;C iz Q FINAL GAS: ROUGHS FINAL Ir FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLANtNO. r. S � The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leizibly Name(Business/Organization/Individual): A V 1 b W 14 (TE Address: ' (`(LEI"(�dJ"T CT MA�S f=te—b a3-® - Phone.#:City/State/Zip: � `�� Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I have hired the sub-contractors 6. ❑New construction employees(full and/or part-time).* . 2. I am a'sole proprietor ro rietor or partner-' listed on the attached sheet. 7.1 RRemodeling ship and have no employees These sub-contractors have g, ❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY• 1 _ 9. ❑Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ 1 am a homeowner doing all work officers have exercised their 1 l.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then.hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contactors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the WA for insurance coverage verification. I do here ce fy i�j r the ws and penalties of perjury that the information provided above is true and correct Si ature: Date: �" �5t Phone#: `Z� ce 2 5_Z_ Offu ial 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to,this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract form the performance of public work until.acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related 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 like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of(Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia f r �t►+e rqy, . r Town of Barnstable r r * 3ARNSTABLE, r 9� MASS. Regulatory Services 1639. �0 AIEo �a Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder I, as Owner of the subject property hereby authorize l�S�� �it,�� d— V` to act on my behalf, in all matters relative to work authorized by this building permit application for. . ` (Address o Job) Si nature of Date Print Name Q:\WPFILES\FORMS\building permit formS\EXPRESS.doc _ Revise020108 Town of Barnstable Regulatory Services BARNSTABLE, ; Thomas F.Geiler,Director MASS.: �m Building Division TED MA't A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127,0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. hi this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\bomeexempt.DOC E .. - - '✓/t@ Z�lM7Y73tOJLU=CUf[�b O�.i'�GQG�UGL4,:Ji'f.�T _ : BOARD OF BUILDING REGOLATIONS '- tense: CONSTRUCTION SUPERVISOR Number. CS: 063898 µ _ Expires :07l01/2008 Tr.no: 28M42 Restr(cted:00 DAVID C WHITE 88 TREMONT ST / MANSFIEGU, MA Cvrrmmissloner le�amrmra�uueatt�o�'✓�ri�urcEu�aetYa Board of Building Regulations and Standards License or registration Valid for indMdul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. Mound return to: Reg[stretton ;:442958 Board of Building Regulations and Standards 6cp. -One Ashburton Place Rm 1301 i . ..rafion=:.6J7/2008 Boston,Ma.02208 ' `Type ;tndividual DAVID WHITE DAVID WHITE 88 TREMONT ST. Not vaIId without ature MANSFIELD,MA02048 Deputy Administrator { Xis .207 TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 000 000 236 GEOBASE ID ADDRESS 160 ROSARY LANE PHONE HYANNIS ZIP i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 74364 DESCRIPTION 24 SQ FT SAFELITE AUTOGLASS PERMIT TYPE BSIGN TITLE SIGN PERMIT i CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 ptr ft1E CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE snxivsTa`sr.E, Mass. FO MO'l A BUILDI G DIVISION � BY / 11 .4 DATE ISSUED O1/26/2004 EXPIRATION DATE Gc/ G��"� t Town-.of Barnstable H-A JAIN %� P ; E: � � , Regulatory Services Thomas F.Geiler,Director seaxsTABi.E. 9 MASS. g Building Division 039.�i0rF0 3,�► Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 l n Fax: 508-790-6230 IX Collector Tax C Treasurer Application for Sign Permit Applicant: �j V�F eL iTe ��'� `� 1. s s Assessors No. Doing Business As: C� e 0 tO-�S Telephone No. S`� �� I -7c)5 Sign Location Street/Road: 1 `1Z oS1/?�2c Vy c Jy 4 V'\V\\ Zoning District: Old Kings Highway? YesCRyannis Historic District? Yes Property Owner Name: Cl-�`ark 21�=fie yti��v/1z: --T Nc Telephone: Co t — C�7 2�3 Address:S3 b C O(N,,(-1 c,N a� " l`nA CD Z l t S Sign Contractor Name: �`��MO U�h 5�� C�- Telephone:502-,''1V�8_)Da Address: �`� 6 CV:) vv\.%A ti S`�' Village:SO (Z AM- Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye No::�Jote.•If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. r Signature of Owner/Authorized Agent. Date: 1� 6 Size: y ( Permit Fee: —r Sign Permit was approved: Disap roved: Signature of Building Official: r Date: l C G SAFELITE AUTOGLASS 155 ROSARY LANE WYANNIS (BARNSTABLE) , NIA 30'- W frontage M�y �►�n�� {.W:mt - -t x. o :( �� •reuo-sou-MIiur 4 l a b1 rtC t as asxus aXx 7 MIR18�7 O ' �. a' s�; �ek� :'• �.' ��-� e� �;s rs".sir — C xt wr 't M t ea;-ry All 40 +ey3r5 .�fi hi..&.1 f E E f ALUMINUM NON ILLUMINATED PANEL SIGN 1" DEEP WITH STUCTURAL REINFORCEMENT. PANEL PAINTED WHITE WITH BLACK RED AND WHITE CORP LOGO AS SHOWN IN DRAWING ABOVE. SIGN MOUNTED ABOVE ENTRANCE DOOR AS SHOWN a i I s i 12/30/03 DRW#04-007. ' CLIENT:SAFELITE AUTOGLASS ADDRESS: 155 ROSARY LANE HYANNIS(BARNSMU)MA 02601 SALES:STAN GATTEN DESIGN:ED ANDERSON ETA IGNS r ���' Town of Barnstable 1659. ♦0 ►�.�° Department of Public Works Engineering Division 367 Main Street, Hyannis MA 02601 Office 508-862-4088 - Thomas J:.Mullen,Director Fax: 508-862-4711 Robert A.Burgmann,Town Engineer SUBJECT: Numbering of Building s Map No. - Parcel No. 15-461 ©I S'•,O162 Date;)u w P�Co l Dear Property Owner, Notice is hereby given in accordance with the General Ordinances of the Town of Barnstable, Chapter 111, Article V, Numbering of Buildings, adopted March 3,1931, revised July 21,1994, public convenience and necessity requires the assignment of number ( (O for your property located on Q ACLO L44Lr= , A1-rJ)s STREET NAME VILLAGE This number should be affixed to your building so that it is visible from the street as outlined in Exhibit"E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Please contact the Engineering Division at(508) 862-4088 to verify E-911 records when the change is made. 'Robert A. Burgmann, P.E. Town Engineer encl.:_ T.O.B. Rules& Regs. _ Common Questions _ Site Map _ Assessors Change Form �. N o ?7 S 97 >6+, MAP 345 PCL 14 N/F LOUIS A. & LOUISE V. PENA ry EXISTING CONCRETE ° FOUNDATION oO v T.O.F. EL. 37.0' Ln Ln ca 0 6�6 lb LOT 8 .9- 0,5. __ , ��` �s PB 556 PG 50 ry 0.609 AC.f LOCUS -0� LOT C ` PB 556 PG 50 LOT A � 3 PB 556 PC50 \`��` --0 / 4, m a CERTIFIED PLOT PLAN JOB # 00-139-B PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : #650 YARMOUTH ROAD, (HYANNIS) BARNSTABLE, MA SCALE : 1 " = 40' DATE : 07-19-02 PREPARED FOR: DEED REF. DB 13264 PG 155 LOHR CONSTRUCTION ASSESSORS MAP 345 PARCEL 15.002 COMPANY.INC. PLAN PB 556 PG 50 I HEREBY CERTIFY THAT THE STRUCTURE NOFMgs SHOWN ON THIS PLAN IS LOCATED ON THE �I off 508-362-4541 GROUND AS SHOWN HEREON. fox 508 362-9880 DANIEL A. down cape engineering, inc. OUA 4088 CIVIL ENGINEERS 7//g/D Z- LAND SURVEYORS ------------ ------ S a-- --- 939 main st. yarmouth, ma DATE REG. RVE �� YOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r ca IV Map Parcel 0 l:S^^ Oo 2 .. ;"!' "III!;Permit# g a 3 Health Division lnr` FE;tl j p� LDate Issued a s- Conservation Division Application Fee Tax Collector ,1 - r- hermit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board s . Historic-OKH Preservation/Hyannis - Project Street Address I h�= W,S LA WE E UN I I Village �1 NIJ S Owner C�A-Ft5 L I (I Address Telephone Permit Request /,) IFT-� 01 Q 0477 tv i -r D J I L-O G' LA AJ ('rA CA , Square feet: 1st floor: existing proposed` 2nd floor: existing proposedp Total new Zoning District Flood Plain 11 Groundwater Overlay Project Valuation Construction Type 2 C. Lot Size 1 G oS Z- Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. AI / Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑CYes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout 16 Other ) lfQ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing I 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:(3 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing 0 new size Shed:❑existing ❑new size ; Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial VYes ❑No - If yes, site plan review# 0 23 —0 Current Use CO 1K C-kVA 1 Proposed Use T3 051 &-)C:F5 S ' BUILDER INFORMATION n J Name ^ Telephone Number Address C7 - U 2-1 License# Home Improvement Contractor# 1�l A d Worker's Compensation# -'R 1 L)8 D ALL CONSTRUCTION.DEB IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 FOR OFFICIAL USE ONLY 1 PERMIT NO. - it DATE ISSUED MAP/PARCEL NO. ADDRESS ! VILLAGE ` , ' OWNER - DATE OF INSPECTION: FOUNDATION j FRAME i INSULATION .' FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING_=--, ROUGH FINAL " GAS: ROUGH FINAL FINAL BUILDING ' t DATE CLOSED OUfit + i+ ASSOCIATION PLAN NO. 11/ L1/ LVVV 11.VV 1'Ala 1V VVV1 1\LJAL l:LV1A11., �J VVL III eVi J6vvu iuu 1610f IL "VaA I jVUZ/UUZ { r . LA LAV P3 El a NC LAV HC LAV All 3 oN s P �•� 3y walk H3 3' 16' 10' AN 01/13/2005 THU 17:13 FAX 508 385 92A Lohr Construction Co Inc Z002/002 y . o e Town of Barnstable Regulatory Services TAomas V.(Ceder,Director Building Division Tom Perry, Building Cox=issioner 200 Main Street, Hyannis,MA 02601, www.town.b arastable.ma.us office! 508-862-4038 Fax- 508-790-6230 Property Owner RLust Complete and Sign This Section If Using A Sunder X, �D K-9 �� ,as Owner of the subject property hereby authorize.A.�,(� r _ 1e rf-R��prni�1r I�C to act on nay behalf, in all rnners relative to work authorized by this building permit application for. �o RZSA rLe tA ,j r,,� (Address of Job) �J 0.S ig a of bwmTr Date Print Name The Commonwealth of Massachusetts = — Department of Industrial accidents _ oxce ifMM# dam' 600 Washin;ton Street Boston,Mass. 02111 '�f 'Workers' Com ensation insurance Affidavit General Businesses /! r ..^•lilt . , address; IOU W (U ( state zi : hone D� ' � ^ A � (,h N� I a AIN address: �" `WS A 0 \ Establishment work site location flit] 0 Retail[]Restaurant/Bar/Eabng I am a sole proprietor and have no one Business Type; ❑office EIS ales(including Real Estate,Antos etc.) working in any capacity. I am an em to er with em es(full& art tin . ❑OtherWIx I, %l /////// ls worlflng on this job. am an employer providing-Workers' compensation far my amp oye ±. y)`may 1 • •�„ �.•t� t,rl.• i • .1. .'�E7 •r•1�',.i ., , .. . :t�,:,.r'.. ,�t';�; rat ..•. Com 2n 'flIIi .. aty,: 'y'•, ;•.J:.:71 ::'�`' .i.',. •�r, ' �1 -�:•}'tt i;,•d.•,"'tt' ..d�,r:"tf,'r.r l ''•• 1 •... •rJl„.r-,�,J ,'1t J, .' ,••T•'••'• N ''"i1; • I.•.{�d1„•• •••. •�..ry,• t. '•Ir '•,,�' • ,, w�YWj/1lwwO��rrr �,r•• , ,; address{ i r, �2 •i,•�, 1 .t•.Sy •n' 't• � : .;v�: t'•1}'� t��, '�••r tiv, City; r GY V I i yirr ;/f15 i r J rinslii'an------'J warlcers' . I am a sole proprietor and hay hired Me indegeadent contractors listed below who have the following compensation polices: „t; etw�, :�I�r.4.i .yrl.''•,I •y-I, it,.,i�.'•. •• ,, 't .. ' Com"'en ... ..• ' J :r.•. 5p.!M :1•. •:. S1,''. r5. rl8me: ,J 'iiaj i',r1.:..y: a,• ,rr,J.:'•'•,n:,1'•'1�;.'y "' .. ,i.F.,.• r'i' ;.�� A.14J t, \' :{.., '�•;• '.�.4,,y' r,r.{ iJ( ••'.. '' .11•. :(:, •.Jp,'/•fit` -• ',,::. .r ':�r.i .r' :�:;i',at,t.,;a t••' fione#�� � •' ~ . ,,,:r• • city: R.+ nt„ ,,,, "nl r , 'r''•,'; ',i. ;r,;a r,r. •'.i`.�tk..'•':'I'�',: 't`t.r' ."'"'.� •',•a.: •r,� ' .�1r, s. `h�r..: :t. insiir• � r, •..°r. ,••,: '' :: 'J•<<';, �;J ;;;,:at:::.,'•:t//.r• �/// /U//// � / r.,.,;: • .:�.''{•��'/%/•I � ;////�//d///%/� - . snce co. { . 'S ••'t:• .r •p't t,, N,11. :'t.e J•.1 ,•`r�•.t - „ 1}: +:.�.Fi '{ri"h�•„�r.'!' '''•.t� •tJ%L� •r,�C ;• ' - „'r' •.t COm an.''irelffb, : addressi �` .r N 'v, •,. ,; •,P•:t` •: 'hone#� .:�7,•. .. C1GY: ,.{ .( �'r, .yi, � .S •+ :1•:?i''r ;: .r, ',Jtt 1 rr t . �.';�:: 4. ��!'• '�' - r i �,.,i,.,�,� t ..�'^y�it. is 0 ICY,Tr'•.'•• .... '. .:, ::I•:.. n�/ /!/.. i'nsurane's /./.% F allure to aecure coverage as required Under 9eciion 25A of MG STOP'wORK ORDER and a fine of S100.00 a day agsinsli? -In to the illipolltigh t�m I and atand.that g one yearn'imprlsonraant as well as civilpenaltla In the form of a COPY years' statemenan,lard totheOfficeofInvestigatiome of the DIAfor coverage verification.I do hereby certify and penalties of perJury that the Information provided above is true and corre / Date Signature _,. � phone# Print name � T „,• .J ...>l. 'r�aiilc.__�!=-'_lam +<S' ^"+". i �J � ` • + _ ' .. offrda]we only do not write in this area to be completed by city or town QUIC111 per altilletwe# ❑Building Department city or town: []IA using Board ❑Selectmen's Office r ❑checkifimmediateresponseisrequired ❑RcalthDepattmeat , phone Rl ❑Other contact person ti tlevfted9ept1t:03) - _ `�_ :V_ Information and Instructions tts General Laws chapter 152 section 25 requires an employers to provide workers' compensation for their �ployees. .As quoted from the"law", an employee>s defined a Massachuse person in the service-of another under any contract e, s every of hire,express or implied, oral or written. f ti or two or more of An employer is defined as an individual,Partnership, association,corporation or other legal entity, any the foregoing engaged in a joint enterprise, and including the legal representatives of 1 d e aseedoemplloo the owner of-receiver or. • •� aztrrership,association or other legal entity,errip oying ernp oy trustee of an individual, P EL dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employdr. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance dr renewal of a license-or permit to-operate_a_b-usiness_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-- corrnnonwealthnor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence n compliance with the insurance.requirements of this chapter have been presented to the contracting authority. �N ,Applicants compensation affidavit completely,by checking the box that applies to your situation. Please Please fill in the workers' supply company name, address and phone numbers along with a certifi cate of insurance as all affidavits may be submitted to the Deparlinent of Industrial Accidents for confirmation of insurance coverage. .Also be sure to sign and date the affidavit. The affidavit shouldbe 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-"lays"or if you are workers' compensationpolicy,please call the Depmtri eat at the number listedbelow. required to obtain a City or Towns . Pleasebe surc.that the affidavit is complete and printed legibly. The Department as provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant: Please... be sure to fill in the p t/lrcense number which wm b e used as a reference number. The affidavits may-b a returned to the Deparimentby�mail FAXunless other arrangements havebem.made. The Office of Investigations would hike to thank you in.advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents M of IM39gatlons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 -4906 ext:406 61 727 hone# ( '� . P . i� COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $150.00 Alterations/Renovations $100.00 1l� Building Permit Amendment $ 50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0081= ALTERATIONS%RENOVATIONS OF EXISTING SPACE Y. ZY X (> 6 square feet X$96/sq.foot= 6t*-X.0081= - STORAGE BUILDINGS ONLY square feet X$32.00/sq. foot= X.0081 2 L&4 r) - .A IR25F Commprojcost Rev:063004 c C) 5 CO �j - AtAJ 6 G sS® 6 ( ? -3 �✓ �,d o w I2 t4 00 r e �^r s Cie-ate Gw•��R m�kr / u .vTF`e /= g-oo - .39 fr- r � -s sw- s `k DIME T Town of Barnstable Regulatory Services 9anxxS. Thomas F.Geiler,Director �A 059• ♦� rEDMA'�p Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street; Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 13, 2001 Carmelina Lampos 198 South St. S. Yarmouth, Ma 02664 Re: SPR 023-01, 650 Yarmouth Rd., Hyannis (R345-015-001 & 002) Proposal: Construct 5,544 sf storage/office building for tradesmen Dear Ms. Lampos: Please be advised that this application was approved at the Site Plan Review hearing on April 12 2001 with the following conditions: p g • Outside storage is prohibited. • Leases shall include WP restrictions identifying prohibited • Compliance with the 330 regulation shall be maintained. • Office space is limited to 2,666 sf. • No use-may exceed the parking provided. ncerely, 3 Robin C. Giangregorio SPR Coordinator Q:B1dg\sitepIan\2001{{\Iampos - r y` TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 345 015 002 - _ _GEOBASE ID 42124 ADDRESS NE PHONE t HYANN I S-- ' ZIP - L�T B 1 CD D � BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 81576 DESCRIPTION 66 X 83 COM BUILDING 1/STORY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 p�F CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0. = BMMSTABLE, • Mass. ,: FD Mpl A i BUILDI DIV/1SION BY �^ DATE ISSUED 01/04/2005 EXPIRATION DATE ` r r APPROVED TOWIt DE BARNSTABLE ! GAS ❑ WIRING a❑ PLUMBING ❑ BUILDING Department of Health, Safety • +_L. and Environmental Services I - * BARNSTABLE, MASS. 039. •� BUILDING DIVISION BY '- 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 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. Me 1 s s m 1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Nil 611), /12, - f Z ,-v, PPR� ;. P .� 2 . 1 �, , . , ABLE I N G e ( LDING �C ' 3 y,� 1, H�P_ l 1frINswE c IEERINGDEPARTMENT _ 1/y/0 2 BOARD OF HEALTH f b u Y. 1, SITE PLAN REVIEW APPROVAL OTHER: WORK SHALL NOT PROCEED UNTIL PERMIT WILL B ME NULL V jD IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE STRUCTION WORK IS NOT STA TED (THIN 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. q r ��f .... r�St:t•:��4 eG��'�-a+r�•ej`� � - - ` '"" .�-. t; o...:....r:+�,`'s'r Y � I O -= L L-j 7- D) A- r ' • tt w f s 0 I I t� •- k TOWN OF BARNSTABLE BUILDING•PERMIT APPLICATION Map - S Parcel , 0� - Permit# 2 Health Division; .24/-d/-S � / � / Date Issued Conservation Division h S, 7 4 0Y AW-IAIO v Pak' "CA -Fee. q(� -/ Tax Collector , G � /" ��o/ r too Treasurer - 0 Q �i0a TLLED IN CC6�PL�wi �.. Planning Dept. f� A � " WITH TITLES MUST OBTAIN NI7NMEA AL C®pE AN®' �l�iEt�GEN IN G PE MI Date Definitive,Plan Approved by Planning Board f to C8t'lSTRUCTION Historic-OKH Preservation/Hyannis Project Street Addre Village ^N�1 ,,- Owner CAZMC L1 N A LAM OS CH�2�S W Addr6EMfess 33 D ` C(jNtatd.y 4C1 B�SVN�r1.A Telephone f. Permit Request rJ-OTf uc�n vl-N p F �, (, r X �3` U N 5 Ty fl-F '� -GN 6 ieJCUR I N C- yi F U Q- A 4J T S t^7'E-W 6 (2-4 Square fe t: 1 st floor: existing proposed,5f 4 2nd floor:existing proposed — Total new E-5-4 Valuation Zoning District Flood Plain Groundwater OverlayW F Construction Type t Lot Size '-( L Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other 5 LA 6 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 3 Half:existing new Number of Bedrooms: existing !J new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: )4 Gas 0 Oil 0 Electric ❑Other Central Air: ❑Yes )]No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage: 0 existing ❑new size Pool:❑existing ❑new size Barn:O existing O new size Attached garage:❑existing O new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial)d Yes ❑No If yes,site plan review`# 33- U l Current Use S OS%,a (Z CS IAC i)A L Proposed-Use BUILDER INFORMATION Q Name 4H-(L_ C&5M W(J� �• ItJ( Telephone Number UO 3 gS� �o2C Address Tc) gC�x 243 , /070 izr% 13 License# 66051—t7 s6 urj A -Do"o" Its , h i ©U 6o Home Improvement Contractor# 17 Worker's Compensation# �J 7 0 Us) ALL CONSTRUCTION DEBRIS R LTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE d FOR OFFICIAL USE ONLY PERMI.T NO. DATE ISSUED PARCEL N - - MAP O. _ J ADDRESS ` "� :_�'^ VILLAGE OWNER '• ` ' s � � ..,sty J �R •�.,. - , .r _ - - � � .. ' _ DATE OF INSPECTION FOUNDATION , FRAME (w l�lM��- rn 12 INSULATION ` FIREPLACE r r _ r rt ELECTRICAL: ;:ROUGH ' ter FINAL ` 4 PLUMBING: r ROUGH FINAL `" , . . GAS: ROUGH a FINAL _ , FINAL BUILDING DATE.CLOSED OUT t ASSOCIATION PLAN NO. A . f Kathy Maloney From: Lt. Don Chase[dchase@hyannisfire.org] Sent: Tuesday, August 21, 2001 2:20 PM To: Kathy Maloney Subject: 160 Rosary Ln Plans reviewed. No sprinkler work (5400 sq. ft. ) No alarm work noted. All set for building permit. Please note to them that if they put in an interior 2nd floor/ mezzanine, it will trigger the 7500 sq. ft. sprinkler rule. Thanks Don 1 1 T , 1 = BOARD F B LDI;G REGU O S Lkense:"-CONSTRUCTION SUPERVISOR I _ Tr`iio 203_6,4 1 • ItCRAtG1L+OHR u S pENNIS r1111AAdminfs#rato[ —7777 �� r �tHME t Town of Barnstable Regulatory Services '"MST"BLEMAM Thomas F.Geiler,Director 1619. Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 13, 2001 Carmelina Lampos 198 South St. S. Yarmouth, Ma 02664 Re: SPR 023-01, 650 Yarmouth Rd., Hyannis (R345-015-001 & 002) Proposal: Construct 5,544 sf storage/office building for tradesmen Dear Ms. Lampos: Please be advised that this application was approved at the Site Plan Review hearing on April 12, 2001 with the following conditions: • Outside storage is prohibited. • Leases shall include WP restrictions identifying prohibited • Compliance with the 330 regulation shall be maintained. • Office space is limited to 2,666 sf. • No use may exceed the parking provided. qC rely, Robin C. Giangregorio SPR Coordinator Q:13ldg\siteplan\2001\Iampos The Commonwealth of Massachusetts Department of Industrial Accidents . '• � •:, =� Of/J�COOI/�CS!/gal/OOS -- -- ': 600 Washington Street Boston,Mass 011ll 750 s' Com easation Insurance davit ME nrma rmnr�rai�i�m name: t :j j& Ce ry f4N,62 C X7 and C•(, I N C= location: 160 Qk S h4ly 14 N-t- city A (4 IJ 0 7-G 6 phone# S��� 31�-520C) ❑ I am a homeowner peifan=g all work myself ❑ I am a sole etor and have no one working m any cav=tr I am an employer providing workers' compensation for my emplovees warlang ::. . .:.......:,.:...... J 0 ..::::.....::. ;:.:...::::::. ...:is ::..' ;::}: <::::::::;.::.:. :.. ::::::::::::.:: :. ........ Comnanv name.. -�.,. .. �,:�.'�' ...� 'd :..:.:..: :..:...:...�. `. :..:;:;.:,,:.:. .....:.. ...:...::.:.. ...:::..::.::.... ''"i::'•,;:!t?;:;:>•ti>.�F:ii::i<}`:}:Y{it:}i::{.:;,ti;{.} ...,Yr,.;}:>?.ri::tivir• a. ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the Factors listed below whc have the following workers' cAmpeasauon poIicrs.• ..:_... 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I do herch certi th pairs pmabxes ofpaJz�vythat flu information provided above is tmp and eo wet Signanur Date print name UA (Cr-- W d-Y -- Phtme# ofnciai use only do not write in this area to be completed by city or town otffdal dty or town: permit/lleente f! QBuilding Departneat �Liccu mg Board SMIRIPP12 lip ❑check if immediate response is required ❑selectmen's Office ❑Health Department contact person: phone#*, _ Omer—. 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I •r-n •nk 11: 1• «rule. • 1 w•r.1 •ul I .0 • «:ul � v • 1/ It •�1.1111 ••'•n1 111111 •-1 • 11 1 • 1 �_1 « 11/1/1 .-1 • •m • • (•. 11 • -1.11J1_• " • rot�1/ • /I rl 111 ti • r1-1 -1• •11 L«U«/il. 1 •_-•1 1/•'• .• m I r 1: r r11 • I • /k11 1AL"(011 0 1 1 s ' • • «•••�/ •1• •II .11• •• • • / •11 • w • •II •• •• 1 ' Y •1/' • •J •% i 1 1 11 11 1 1 � •. 1 • 11 1 1 I I 1 1 1 1 I I I I I I 111 ` 111 11 1 1 1 1 NAME CT P' U-) -- �I Cc.�S' � S'� �� •-� � , ��L'CS ADDRESS: c PERMIT# h SL gs PERMIT DATE: I a gI lal M/P: -3 L( D is- d O-R LARGE PLANS ARE FILED IN: BANKERS BOX 4-15 FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSB OX r AFFNEY ARCHITECTS August 15, 2001 RE: Lot B, 160 Rosary Lane, Hyannis, MA Town of Barnstable Building Division 367 Main Street Hyannis, MA02601 To Whom It May Concern: IN ACCORDANCE WITH SECTION 116.0 OF THE MASSACHUSETTS STSTE BUILDING CODE, I ROBERT A. THERRIEN, MASS. REGISTRATION NO. 6018 BEING A REGISTERED ARCHITECT HEREBY CERTIFY THAT I DIRECTLY SUPERVISED THE PREPARATION OF DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING ARCHITECTURAL AND STRUCTURAL FOUNDATIONS ONLY FOR THE ABOVE REFERENCED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS, AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. i The reporting of progress and inspections, along with any pertinent comments, will be in the form of - letters and/or reports, and will be submitted to you in original form at these intervals: 1. Completion of foundations 2. Completion of insulation 3. At request of Certificate of Occupancy I, Robert A. Therrien have reviewed all documents pursuant to Section 116.2.2 of the Massachusetts Stat u ding Code and accept the responsibility for the disciplines listed above. Robert A.Therrien Date vYARMQd y �f�N U f MPS `4 ENGINEERING AND PRODUCT DATA Oman STAR BUILDING SYSTEMS tin Al A© STAR BUILDING SYSTEMS v� P.O. Box 94910 Oklahoma City, OK 731 43-49 1 0 405-636-2010 May 29, 2001 FAX 405-636-2419 LOHR REALTY & CONSTRUCTION 1070 RTE. 134 P.O. BOX 243 SOUTH DENNIS, MA 02660-0243 Subject: CHARLES WHITE MANAGEMENT, INC. Hyannis, Massachusetts SRLO 66' x 84' x 24' 28' Bay Spacings Star Job Number 99-87481 Gentlemen: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as. shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. The materials for this building have designed in general accordance with the 9th edition, AISC Steel Construction Manual and 1986 AISI Cold Formed Steel Design Manual with 1989 addendum. Star Building Systems is certified by AISC in Category MB. These structural components have been designed at the Oklahoma City, OK, facility and will be fabricated at one or more of the following AISC certified locations: Monticello, IA; Lockeford, CA; Elizabethton, TN; Columbus, MS; or Rocky Mount, NC. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will. meet the attached loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. Cordially, STAR BUI SYSTEMS Material �� tMdt"ls, 'Idings ob b ' co Oar\ any D.. o1. ; n Dan y Kalbti°P Man a 34F.�rjginee 'ng /pl \,, CEfl IIFC 9 8600 South Interstate 35, Oklahoma City, OK 73149 s CATEGORI tt0 Star'Building Systems Engineering Services t Design Criteria- Job Number: 99-B- 87481 Engineer: JMS Building Code . Massachusetts State Building Code Building End Use Retail Stores Impact Loads None Dead Load (Star Material) 5.0 psf (Average weight of panels, purlins; and frames) Collateral Loads 3.0 psf (total); Sprinkler 3.0 psf Ceiling 0.0 psf Lights 0.0 psf . Other 0.0 psf Fixed Service Equipment None Mezzanine Dead Load VMNone' 4 r Mezzanine Collateral Load None Fixed Service Equipment None_ „ Mezzanine Live Load None Snow Load Zone 1.0 ° 5 Snow Load 25.0' psf. Wind Load Zone x3.0 Wind Load ,90.0 mph Reference Wind Pressure. 21 psfoil Wind Exposure B Building Designed Enclosed < Seismic Values_ Av f 0:12 . t .Aa 0.12 Seismic Hazard' Exposure Group 3 -. 1 Soil Site S4 2 00 4 } i!1La a No.40 t LEGS _ h - a MAY 2 5 200971 f - "Bracing size" as noted on Engineering documents and Erection drawings denotes thread diameter for rod bracing and wire strand cable diameter for wire strand cable bracing. In accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts" the turn of the nut method of tightening is recommended. The material supplied by Star Building Systems at the top of the masonry walls by others is not designed to resist any transverse wind or seismic loads from the wall. r p III The material supplied by Star has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on a 10 year , mean occurrence wind interval. Roof Purlins Wall Panels Live L / 150 Total Wind L / 90 Snow L / 150 Wall Girts Wind L / 120 Total Wind L / 90 Total Gravity_L / 150 Endwall Columns Total Uplift_L / 120 Total Wind L / 90 Frame/Portal Frame Sidesway Roof Rafters Frame Live H / 100 Live L / 180 Frame Snow H- / 100 Snow L / 180 Frame Wind H / 100 Wind L / 150 Frame Seismic.. H / 100 Total Gravity_L / 180 Frame Crane H / 0 Total Uplift_L / 150 Frame Total Wind H / 100 Frame Total Seismic H / 100 Roof Panels Frame Total GravityH / 100 Live L / 150 Portal Total Wind H / 100 Snow L / 150 Portal Total Seismic_H / 100 Total Uplift_L / 120 • t - Star Building Systems, OKC, OK User: jsears Page: 1 Message Program - Version 1.2 r Job Number: 87481A Design Summary Report run01 Date: 05/25/01 Manufacturing Plant - Elizabethton, TN Start Time 09:20:44 J:\Active\ENG\99-B-87481\ver01-jsears\BLDG-A\run01\ - ------------------------------------------------------------------------------- M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T BUILDING DATA Live Load: 30.00 psf STB 66-0 x 84-0 x 24-0 1. :12 Tributary Check: NO Bays: 3@28-0 Building Code: Massachusetts 1997 Roof Snow Load: 25.00 psf Wind Exposure Category: B Wind Load: 90.00 mph Seismic Coefficients: Av = 0.120 Aa = 0.120 Dead Load: 4:99 psf Collateral Load: 3.00 psf PANELS ----- Roof: STS 24GA PREMIUM Wall: SMK 26GA PREMIUM (STAR-SHIELD) (STAR-MARK) PURLINS ---- Plane RPA :2@3.3627 763-7 1.1915 Plane RPC :2@3.3627 7@3-7 1.1915 Bay Length Member Size Brace L Lap R Lap Bear # (ft) Identification Locations � Exten Exten Stiff ------------------------------------------------------------------- 1 28.000 8.5Z88 PURLIN . 3 points S 0.000 2.583 C 2 28.000 8.5Z72 PURLIN ', 3 points C 1.583 1.583'C 3 28.000 8.5Z88 PURLIN 3 points C 2.583 0.006 S Plane(s) RPA Anti-Roll Hdwe @ 2, 10 Bay Length Member Size Brace L Lap R Lap, Bear # (ft) Identification Locations Exten Exten Stiff --------------------------------------------------------------------- 1 28.000 8.5Z88 PURLIN 3 points' S 0.000 2.583 C 2 28.000 8.5Z72 PURLIN 3 points C 1.583 1.583 C 3 28.000 8.5Z88 PURLIN 3 points C 2.583 0.000 S Plane(s) RPC Anti-Roll Hdwe @ 2, 10 STRUTS PLANES SWA ---- 8.5E92 ES 1/12 @ Bays 1-3 STRUTS PLANES SWC ---- 8.5E92 ES 1/12 @ Bay 1-3 BRACING ---- Roof: 1 bays rods Plane SWA :Portal Frame Plane SWC 1 bays rods Plane EWB 1 bays rods Plane 'EWD : .1 bays.rods Star Building Systems, OKC, OK User: jsears Page: 2 Message Program - Version 1.2 Job Number: 87481A Design Summary Report run01 Date: 05/25/01 Manufacturing Plant - Elizabethton, TN ' Start Time: 09:20:45 J:\Active\ENG\99-B-87481\verOl-jsears\BLDG-A\run0l\ ------------------------------------------------------------------------------- SIDEWALL GIRTS ----- PLANE SWA ---- ( 8.5" Inset columns ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 17-10 28.000 8.5Z80 GIRT 3 points S 0.000 3.188 C 2 17-10 28.000 8.5Z64 GIRT None C 1.083 1.083 C 3 17-10 28.000 8.5Z80 GIRT 3 points C 3.188 0.000 S PLANE SWC ---- ( 0.0" Inset columns ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3-0 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 2 3-0 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 3 3-0 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 1 7-4 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 2 7-4 28.000 8.5Z80 GIRT 3 points S 0.000 -0.000 S 3 7-4 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 1 10-6 28.000- 8.5Z80 GIRT 3 points S 0.000 0.000 S 2 10-6 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 3 10-6 28.000 8.5Z80 GIRT 3 points 5- 0.000 0.000 S 1 15-0 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 2 15-0 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 3 15-0 28.000 8.5Z80 GIRT 3 points S 0.000 0.000 S 1 18-6 '28.000 85Z88 GIRT 3 points S, 0.000 0.000 S-' 2 18-6 28.000 8.5Z88 GIRT 3 points S. 0.000 0.000 S 3 18-6 28.000 8.5Z88 GIRT 3 points S 0.000 0.000 S I f Star Building Systems, OKC, OK User: jsears Page: 3 Message Program - Version 1.2 Job Number: 87481A - Design Summary Report run01 Date: 05/25/01 Manufacturing Plant - Elizabethton, ,TN Start Time: 09:20:45 J:\Active\ENG\99-B-87481\verOl-jsears\BLDG-A\run01\ ENDWALL PLANE EWB ---- Bearing Frame (BF) RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) 1 W10X12 32.613 0.000 32.61*3 connections. . . Left: _Type-V Right: Type-III 2 W10X12 31.906 32.613 64.519 connections. . . Left; Type-III Right: Type-V Type-III = ( 4)-1/2" A325N bolts w/ 3/8" Rafter Peak Type-V = ( 4)-1/2" A325N'bolts w/ 3/8" Shear End Plate , '` Flange Braces at following purlins (slope distance from eave) PLANE SWA: 10.3, 28.323 PLANE SWC: 10 3., 28.323 GIRTS ----- ( BYPASS ) Bay Elev. Length Member Size Brace L Lap R Lap , # (ft-in) (ft) Identification Locations Exten Exten 1 15-0 13.000 8.5Z57 GIRT None S 0.000 1.083 C 2 15-0 20.000 8.5Z57 GIRT None C 1.083 1.083 C 3 15-0 -20.000 8.5Z57 GIRT None C 1.083 1.083 C_ 4 15-0 13.000 8.5Z57 GIRT None C 1.083 0.000 S 1 18-6 13.000 8.5Z57 GIRT None S d.000 1.083 C 2 18-6 20.000 8.5Z57 GIRT None C 1..083 1.083 C 3 18-6 20.000 8.5Z57 GIRT None C 1.083 1.083 C 4 18-6 13.000 8.5Z57 GIRT None , C 1.083 0.000 S 1 22-6 13.000 8.5Z57 GIRT None S 0.000 1.083 C 2 22-6 - 20.000 8.5Z57 GIRT None C 1.083, 1.083 C 3 22-6 20.000 8.5Z57 GIRT None C 1.083 1.083 C 4 22-6 13-00.0 8.5Z5.7 GIRT None C..1.083 0.000 S' COLUMNS ---- ( 8.5" •Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts x•. 1 W10X12 0.375" BP thk w/ (4)-0J.750" A307 2 W8X18 . 0.375" BP .thk w/ (4)-0.750"° A307. Flange Brace @ 18.50 elev. 3 W8X18 . 0.37511 BP thk w/(4)-0.750.11 A307 : Flange Brace @ 15.00 elev. 4 W8X18 0.375" BP thk w/,(4.)70.750" A307 -. Flange Brace @ 18.50 elev. 5 W8X18 0.375" BP thk w/ (4)-0.750" A307 ,�• Star Building Systems, OKC, OK User: jsears Page: 4 Message Program - Version 1.2 Job Number: 87481A Design Summary Report run01 Date: 05/25/01 Manufacturing Plant - Elizabethton, TN Start Time: 09:20:45 J:\Active\ENG\99-B-87481\ver01-jsears\BLDG-A\run01\ ------------------------------------------------------------------------------- ENDWALL PLANE EWD ---- Bearing Frame (BF) RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft). (ft) ------------------------------------------------------------- 1 W10X12 32.613 0.000 32.613 connections. . . Left: Type-V Right: Type-III 2 W10X12 31.906 32.613 64.519 connections. . . Left: Type-III Right: Type-V Type-III = ( 4)-1/2" A325N bolts w/ 3/8" Rafter Peak Type-V = ( 4)-1'/2" A325N bolts w/ 3/8" Shear End Plate Flange Braces at following purlins (slope distance from eave) PLANE SWA: 10.3, 28.323 PLANE SWC: 10.3, 28.323 GIRTS ----- . ( FLUSH ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten 1 3-0 13.000 8..5Z57 GIRT None S 0.000 0.000 S 2 3-0 20.000 8.5Z64 GIRT None S 0.000 0.000 S 3 3-0 20.000 8.5Z64 GIRT None S 0.000 0.000 S 4 3-0 13.000 8.5Z57 GIRT None S 0.000 0.000 S • 1 7-4 13.000 8.5Z57 GIRT None S 0.000 0.000 S 2 7-4 20.000 8.5Z64 GIRT None S 0.000 0.000 S 3 7-4 20.000 8.5Z64 GIRT None S 0.000 . 0.000 S 4 7-4 13 .000 8.5Z57 .GIRT None S 0.000 0.000 S 1 10-6 13.000 8.5Z57 GIRT None S 0.000 0.000 S 2 10-6 `20.000 8.5Z72 GIRT None S 0.000 0.000 S 3 10-6 20..000 8.5Z72 GIRT None S 0.000 0.000 S 4 10-6 13.000 8.5Z57 GIRT None S 0.000 0.000 S 1 15-0 13.000 8.5Z57 GIRT None S 0.000 0.000 S 2 15-0 20.000 8.5Z72 GIRT None S 0.000 0.000 S 3 15-0 20.000 8.5Z72 GIRT None S 0.000 0.000 S 4 15-0 13.000 8..5Z57 GIRT None S 0.000 0.000 S 1 18-6 13.000 8.5Z57 GIRT None S 0.000 0.000 S 2 18-6 20.000 8.5Z64 GIRT None S 0.000 0.000 S 3 18-6 20.000 8.5Z64 GIRT None S 0.000 : 0.000 S 4 18-6 13.000 8.5Z57 GIRT None 5 0.000 -0.000 S 1 22-6 13.000 8.5Z57 GIRT None , S 0:000 0.000 S 2 22-6 20.000 8.5Z72 GIRT None S 0.000 0.000 S 3 2276 20.000 8.5Z72 GIRT None S 0.000 0.000 S 4 22-6 13 .000 8.5Z57 GIRT None S 0.000 0.000 S I ' y Star Building Systems, OKC, OK User: jsears Page: 5 Message Program - Version 1.2 Job Number: 87481A Design Summary Report run01 Date: 05/25/01 Manufacturing Plant - Elizabethton, TN Start Time 09:20:45 J:\Active\ENG\99-B-87481\ver01-jsears\BLDG-A\run0l\ ------------------------------------------------------------------------------- COLUMNS ----- ( 0.0" Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts -------------------------------------7-------------------------------- 1 WlOX12 0.375" BP thk w/ (4)-0.750" A307 Flange Brace @ 17.83 elev. 2 W10X12 0.375" BP thk w/ (4)-0.750" A307 3 W12X14 0.375" BP thk w/ (4)-0.750" A307 4 W10X12 0.375" BP thk w/(4)-0.750" A307 5 W10X12 0.375" BP thk w/ (4)-0.750" A307 FRAMES ----- Type Span Live Wind Eave Trib Frame Lines STB 66.000 30.00/ 90.00 24.00/ 27.50 2- 3 1 t Strut key: x=double Z, xx=trlp(e Z, o=plpe OMS 11VAMIS Bul (der 01178 L❑HR REALTY & C❑NSTRUCTI 0 BZ ,SZ 0 ,8Z w -j 0 cn CD Job No. 87481A run01 o �rnorn Date Fr I May 25 09: 20: 48 2001 ru •• o --- -/ ---- 22' 6 18' 6 ". 15' 0 0 0 0 R) ro i i X/2 0 i i i i i i 0 A td 0 � , � N � I1IlI o0 W - r- o �N I I ( - X/20 o I I I\I I N Z ](C I I ro r 0 ,C 9 ,01 P. F. 0191 9 ,81 - 9 ,22 8 Oxl 1' 10 "1/2 a 4' ❑p n For Maso y NBS • o ;Owner 28' 0 t 28' 0 28'O - L❑HR REALTY & C❑NSTRUCTI HYANNIS, MA .02601 84' 0 P. ❑. 1530013120 SIDEWALL SWA • rn Star Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 TIME:11:08:02 PAGE: s-1 8600 S. I-35, Oklahoma City, OK 73149 srlo 66./24./27.5 30./90./25. JOB NAME:87481A FILE:m_d-l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 2-3 STANDARD NOTES: WEIGHT: 4316 lbs DETAIL FILE: 99-B-87481\ver01-jsears\Bldg-A\x01L.1 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:42, FLG BRC:50, CONN. BOLT:A325 H.S. (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2@3'-4 3/811,7@3'-7" GIRTS (vert. from floor) :8.5"-Z 3',4'-4",3'-2",4'-6",3'-6"(FLUSH) ' 6X0.3125 6X0.3125 0.125 O.F. 0.25 6X0.25' WEB THK. 6X0.375 15'-0" Z.F. 15.888, 12 5 s ss 24' .E.H. 4 ss HH - r-i to N k o ti m, o ua x � o ~ CONNECTION DETAILS Location O O O O O Web Dep. 29.0 29.0 N/A 38.0 13.0 25.0 Type BASE HORZ STF CAP (EXT) 3E/2F SPLICE 2E/2E (a Plate(DN) 8.OX0_375 3.75XO.375 8.OX0.3125 8.OX0.625 N/A 6.OXO.5 Plate(UP) N/A N/A N/A 8.OXO.625 N/A 6.OXO.5 v Bolts (4)-3/4 N/A N/A (10)-7/8 N/A (8)-3/4 • _ a - J Star Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 TIME:11:08:02 PAGE: '1-2 - 8600 S. I-35, Oklahoma City, OK 73149 srlo 66./24./27.5 30./90./25. JOB NAME:87481A FILE:m_d-l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 2-3 STANDARD NOTES: WEIGHT: 4316 lbs DETAIL FILE: 99-B-87481\ver01-jsears\Bldg-A\xO1R.1 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F. :42, FLG BRC:50, CONN. BOLT:A325 H.S. (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2@3'-4 3/811,7@3'-7" GIRTS (vert. from floor) :8.5"-Z 17'-1011(BYPASS) .. - ''.-. .. ...,, .. 6X0.3125 0.1489 6X0,3125 O.F. 6X0.25 0.25 WEB THK. 6XO.375 I.F. 14.670, 6 LOOP 12 Is 5 S .. - SS 4. H 24' E.H. m w O w c = O o N' 33 r x CONNECTION DETAILS 'Location O 0' 0 O SO Web Dep. 35.0 35.0 N/A 38.0 13.0 25.0 Type BASE HORZ STF CAP (EXT) 3E/2F SPLICE 2E/2E w r Plate(DN) 8.OXO.375 3.75XO.375 8.0X0.3125 8.OXO.625 N/A 6.OXO.5 00 Plate(UP) N/A N/A N/A 8*OXO.625 N/A 6.OXO.5 Bolts (4)-3/4 N/A N/A 1 (10)-7/8 N/A 1 (8)-3/4 Star.Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 PAGE: 1-3 8600 S. I-35, Oklahoma City, OK 73149 srlo 66./24./27.5 30./90./2 JOB NAME:87481A FILE:m_d-l.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2-3 NOTE: All reactions are in kips and kip-ft. TIME:11:08:02 REACTION NOTATIONS page: 9 HL- / HR iVL 1VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX29.875XO.375 8.OX35.75XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR DL 1.5 4.1 0.0 -1.5 4.4 0.0 COLL 1.2 2.7 0.0 -1.2 2.8 0.0 PAR1 5.3 17.2 0.0 -5.3 5.5 0.0 PAR2 5.1 5.2 0.0 -5.1 17.5 0.0 SNOW 10.4 22.3 0.0 -10.4 23.0 0.0 LL 12.5 26.8 0.0 -12.5 27.6 0.0 LEQ 0.1 -3.5 -4.0 -0.1 0.1 0.0 EQ -1.6 -1.1 0.0 -1.9 1.1 6.0 WL1 -14.0 -17.2 0.0 0.3 -11.4 0.0 WL2 -10.6 -9.7 0.0 -3.1 -3.7 0.0 LWL1 -1.9 -22.7 -8.8 1.9 -15.4 .0.0 WL3 -0.4 -11.0 0.0 14.1 -17.7 0.0 WL4 3.1 -3.51 0.01 10.6 -9.9 0.0 LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load PART Partial Load [PARxx] PAR2 Partial Load [PARxx] SNOW Roof Snow Load'' LL Roof Live Load LEQ Longitudinal Seismic Load ' EQ Lateral Seismic Load WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load 1 a Star Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 PAGE: 1-4 8600 S. I-35, Oklahoma City, OK 73149 srlo 66./24./27.5 30./90./2 JOB NAME:87481A FILE:m_d-l.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame'lines 2-3 NOTES: (1) All reactions are in kips and kip-ft. TIME:11:08:02 (2) These reactions are from loads determined from the applicable code for ASD design. .Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS page: 10 vv HL-1•/ 1� HR VL I VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX29.875X0.375 8.OX35.75XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL VL LL HR I VR I LR GRAVITY LOAD COMBINATION 4 1 15.21 33.61 0.0 -15.21 34.8 0.0 WIND LOAD COMBINATION 47 16.8 31.8 0.0 -9.9 29.8 0.0 23 -13.0 -14.5 0.0 -0.7 -8.5 0.0 25 -0.9 -20.0 -8.8 0.9 -12.4 0.0 26 0.6 -8.3 0.0 13.1 -14.7 0.0 44 10.0 28.7 0.0 -16.8 32.9 0.0 EARTHQUAKE LOAD COMBINATION 21 12.6 25.6 0.0 -8.9 24.2 0.0 12 -0.4 2.3 0.0 -3.2 4.8 0.0 6 1.3 -0.1 -4.0 -1.4 3.7 0.0 5 1.4 -0.1 -4.0 -1.4 3.7 0.0 13 2.9 4.6 0.0 0.6 2.5 0.0 20 1 9.11 23.21 0.0 -12.9 26.6F776.0, LOAD COMBINATION DESCRIPTION 4 DL +LL +COLL 5 0.84DL +LEQ 6 0.84DL +LEQ 12 0.84DL +EQ 13 0.84DL -EQ 20 1.3DL +1.3COLL +0.7SNOW .+EQ 21 1.3DL +1.3COLL +0.7SNOW -EQ 23 0.67DL +WL1 25 0.67DL +LWL1 26 0.67DL +WL3 44 DL +LL +COLL +0.5WL2 47 DL +LL +COLL +0.5WL4 Star Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 PAGE: 1-5 8600 S. 1-35, Oklahoma City, OK 73149 srlo 66./24./27.5 30./90./2 JOB NAME:87481A FILE:m_d-l.fra USER LOAD SCHEMATICS FRAME ID #01 LOCATION:frame lines 2-3 NOTE: All user loads are in kips and kip-ft. TIME:11:08:02 page: 11 [1) LEO 3.42 L' 3.98 [2) LWL1 V �.79 [31 E4 1.47 - 1.52 ' 0.50 Star Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 TIME:11:09:24 PAGE: '2-1 • 8600 8. I-35, Oklahoma'City, OK 73149 pf 28./24. main building at plane SWA JOB NAME:87481A FILE:p2_d-l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #02 LOCATION: bays 2 STANDARD NOTES: WEIGHT: 1770 lbs DETAIL FILE: 99-B-87481\verOl-jsears\Bldg-A\xO2L.1 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:42, FLG BRC:50, CONN. BOLT:A325 H.S. (2) All Flange lengths are measured along outer flange. PURLINS(horz. fromeave) :0"-Z GIRTS (vert. from floor): 0"-Z [4.25"OUTSET]- LEFT COLUMN 0"-Z [4.25"OUTSET)- RIGHT COLUMN O.F. 8XO.25 8XO.25 WEB THK. 0.125 0.125 � I.F:. 8XO.25 8XO.25 201-0" - 3.927' 0.00 24" E.H. 4 5 24' E.H. � � O F-` 'DC O I N t'1 I r E. 0 CONNECTION DETAILS - Location 1 O2 O3 ® OS © 7O Web Dep. 19.5 19.5 N/A 23.5 23.5 19.5 19.5 N/A _ N Type BASE HORZ STF CAP (EXT) 3E/3E 3E/3E BASE HORZ STF CAP (EXT) _ - Plate(DN) -8.OXO.375 2.75XO.25 6.OXO.375 6.OXO.375 C 6.OXO.375 C 8.0X0.375 2.75XO.25 6.OXO.375 N Plate(UP) N/A N/A N/A i8.OXO.375 R 8.OX0.375 R N/A N/A N/A Bolts '(4)-3/4 N/A N/A (12)-3/4 (12)-3/4 (4)-3/4 N/A N/A JI Stw Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 .PAGE: 2-2 8600 S. I-35, Oklahoma City, OK 73149 pf 28./24. main building at p JOB NAME:87481A FILE:p2_d-l.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #02 LOCATION:bays 2 NOTE: All reactions are in kips and kip-ft. TIME:11:09:24 page: 13 REACTION NOTAT ONS HL HR iVL IVR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX20.25XO.375 8.OX20.25XO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL HR VR LR DL 0.0 0.8 0.0 0.0 0.8 0.0 EQ -2.2 -4.1 0.0 -2.3 4.1 0.0 WL1 -4.3 -7.9 0.0 -4.5 7.9 0.0 LOAD GROUP DESCRIPTION , DL Roof Dead Load EQ Lateral Seismic Load WL1 Lateral Primary Wind Load r Star Building Systems FRAME DESCRIPTION: USER NAME:jsears DATE: 5/25/01 PAGE: 2-3 8600 S. I-35, Oklahoma City, OK 73149 pf 28./24. main building at p JOB NAME:87481A FILE:p2_d-l.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #02 LOCATION:bays 2 NOTES:(1) All reactions are in kips and kip-ft. TIME:11:09:24 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTAT ONS t page: 14 HL HR f VL VR LOAD COMBINATION NAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX20.25XO.375 8.OX20.25XO.375 ANC. BOLTS (4)-3/4, (4)-3/4 LOAD COMB HL I VL i LL HR I VR I 'LR GRAVITY LOAD COMBINATION 1 1 0.01 0.811 0.01 0.01 S 0.01 WIND LOAD COMBINATION 10 1 -4.3 -7.31 0.0 -4.51 8.4 0.0 EARTHQUAKE LOAD COMBINATION 8 2.3 5.2 0.0 2.3 -3.0 0.0 3 -2.2 -3.4 0.0 -2.4 4.8 0.0 4 2.3 4.E 0.0 2.3 -3.4 0.0 7 -2.2 -3.0 0.0 -2.4 5.2 0.0 LOAD COMBINATION DESCRIPTION 1 DL 3 0.84DL +EQ 4 0.84DL -EQ 7 1.3DL +EQ 8 1.3DL -EQ 10 0.67DL +WL1 . Star Building SyBteMS FRAME DESCRIPTION: USER NAME:jsears DATE: ;S%25/01 PAGE: 2-4 8600 S. I-35, Oklahoma City, OK 73149 pf 28./24. main building at p JOB NAME:87481A FILE:p2_d-l.fra USER LOAD SCHEMATICS FRAME ID #02 LOCATION:bays 2 NOTE: All user loads are in kips and kip-ft. TIME:11:09:24 page: 15 [11 WL1 r- 8.79 p [21 P4 0.06 fl _ POR TAL FRAME SHEET 16 of Im- JOB No. 99-B-87481 DETAIL (4 AB DArEiBY 5-25-01 ,JMs EwE sTRUr mar SHOVN - FOR CLARITr 1/4'CLIP WrM 1/4'GUSSET VV7+(6)3/4' 0 A325 BOLTS - 14' rf A O-1/2'Pir w- 15--1/7' MftA 10'Pu-4hg L/4'CLOD VSTH 1/4'GUSSEr .. VITFI(6)3/4'OF A325 BOLTS ANCHOR BOLTS AS - SHDVm ON PMFILE - PORrAL FRAME CULIAW ,x HALF PORTAL FRAME BASE PLATE VIDTH PLUS 114' ® ® HALF FRAME COLUMN BASE PLATE VIDTH PLUS L141 t sex L LINE VrrH FLASH AND 1'DV=67RrS B✓=E GIRT FLANGE AT BYPASS GRTS. .. '. BULL DDYU FRAME L77LUNN - - P.F, Ins1cle &(4 AB min) Star Building Systems, OKC, OK User: jsears Page: 17 Endwall Design Program - Version 1.2 Job Number: 87481A Design Summary Report run01 Date: 05/25/01 Manufacturing Plant - Elizabethton, TN Start Time: 09:20:41 J:\Active\ENG\99-B-87481\ver01-jsears\BLDG-A\run01\ ------------------------------------------------------------------------------- ***** MAIN BUILDING PLANE EWB ENDWALL COLUMN DESIGN ***** (ENDWALL COLUMN REACTIONS) COL COLUMN BASE REACTIONS BY LOAD GROUP NUM D C L S W+ W- E+ E- --- ------ ------ ------ ------ ------ ------ ------ ------ 1 0.460 0.160 1.604 1.337 -2.113 -2.113 0.000 0.000 V 0.003 0.003 0.028 0.024 -0.037 -0.037 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.745 0.745 HY 2 1.484 0.923 9.232 7.693 -13.853 -13.853 -1.891 -1.891 V -0.002 -0.002 -0.018 -0.015 ' -3.363 3.394 -1.921 1.921 HX 0.000 0.000 0.000 0.000 -4.408 4.408 -1.414 1.414 HY 3 1.266 0.704 7.043 5.869 -11.320 -11.320 -1.773 -1.773 V -0.001 -0.001 -0.013 -0.011 -4.364 4.385 -2.376 2.376 HX 0.000 0.000 0.000 0.000' -4.408 4.408 -1.414 1.414 HY 4 1.473 0.913 9.136 7.613 -7.823 -7.823 0.000 0.000 V -0.002 -0.002 -0.018 -0.015 -3.363 3.393 --1.921 1.921 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY ' 5 0.611 0.169 1.692 1.410 -2.235 -2.235 0.000 0.000 V 0.003 0.002 0.025 0.020 -0.032 -0.032 -1.607 1.607 HX 0.000 0.000 0.000 0.000 0.000 0.000 -0.746 0.746 HY V=VERTICAL HX=HORIZONTAL MAJOR AXIS HY=HORIZONTAL MINOR AXIS IN KIPS Star Building Systems, OKC, OK Users jsears Page: 18 Endwall Design Program - Version 1.2 Job Number: 87481A Design Summary Report run01 Dater 05/25/01 Manufacturing Plant - Elizabethton, TN Start Time: 09:20:44 J:\Active\ENG\99-B-87481\ver01-jsears\BLDG-A\run0l\ ***** MAIN BUILDING PLANE EWD ENDWALL COLUMN DESIGN (ENDWALL COLUMN REACTIONS) COL COLUMN BASE REACTIONS BY LOAD GROUP. NUM D C L S W+ W- E+ E 1 0.471 0.169 1.692 1.410 -2.235 -2.235 0.000 0.000 V 0.003 0.003 0.030 0.025 -0.039 -0.039 -1.607 1.607 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY 2 1.326 0.913 9.136 7.613 -13.718 -13.718 1.891 -1.891 V 0.025 0.022 0.221 0.184 -3.567 3.189 0.000 0.000 HX 0.000 0.000 0.000 0.000 -4.408 4.408 -1.414 1..414 HY 3 1.162 0.704 7.043 5.869 -11.320 -11:320 -1.773 -1.773 V 0.015 0.014 0.136 0.114 -4.487 4.263 0.000 0.000 HX 0.000 0.000 0.000 0.000 -4.408 4.408 71.414 1.414 HY 4 1.337. . 0.923 9.232 7.693 -7.958 -1.958 0.000_ 0.000 V 0.025 0.022 0.223 0.186 3.570 3.186 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY 5 0.460 0.160 1.604 1.337 -2.113 -2.113 0.000 0.000 V 0.003 0.003 0.028 0.024 -0.037 -0.037 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY V=VERTICAL HX=HORIZONTAL MAJOR AXIS HY=HORIZONTAL MINOR AXIS IN KIPS At ENDWALL RAFTER TO sr�EEr 19 OF 99-B-87481 / COLUMN BRACKET J°B /V 7 If IL DING 9 5-25-01 JMS DATE/BY Use at EnclWall D Columns RAFTER \--BRACKET 3/16 ENDWALL COLUMN NOTE NON—STAND,4RD WELDMENT Elidirall Rafter`to Column Bracket SHEET 20 OF SAG ANGLES AT PEAK JOB NO. 99-B-87481 DRTURY 5-25-01 JMS 1 / 2 " A307 bolts w/washer this side ( typ ) o _ o 6 . 5C . 082 similar to CL 660 2 -CLIPS SIMILAR TO CL7 0 0 , USE A3 0 7 BOLTS EXCEPT HOLD 3" > FR❑ M PURLIN WEB TO HOLES ' IN 6 ,5C,082 Provide, 6 : 5C . 082 to replace ridge spacer rod at each row of sag ..angles . STAR BUILDING COLD-FORMED SECTION; SYSTEMS Notes: 1.Star C&Z section properties are based on steel having a minimum yield strength of 55 ksi. 2.Cold form section properties have been calculated in accordance with 1986 AISI specifications. COLD FORM Z SECTIONS 1986 AISI Y Properties of Section h .,\ SECTION L THK. R AREA WT/FT Ix Ix Sr Sa rx ry lye IxY Defl (d x b) (IN) (IN) (IN) (IN2) (LBS) (IN4) (IN4) (IN3) (IN3) (IN) (IN) (IN4) (IN4) 8.5 x 2.5 Z.057 .769 .057 .219 0.83 2.84 8.94 8.94 2.10 1.70 3.27 1.19 0.59 2.35 8.5 x 2.5 Z.064 .781 .064 .219 0.94 3.18 10.02 10.02 2.36 2.06 3.27 1.19 0.67 2.65 8.5 x 2.5 Z.072 .951 .072 .219 1.08 3.66 11.53 11.53 2.71 1 2.48 3.27 1.26 0.85 3.22 d X- -X 8.5 x 2.5 Z.080 .965 .080 .219 1.20 4.07 12.78 12.78 3.01 2.92 1 3.27 1.26 0.95 1 3.58 8.5 x 2.5 Z.088 .978 .088 .219 1.31 4.47 14.03 14.03 3.30 3.30 3.27 1.27 1.05 3.95 / 10 x 2.75 Z.075 1.02 .075 .219 1.28 4.34 18.70 18.70 3.74 3.39 3.83 1.35 1.17 4.75 `� 10 x 2.75 Z.084 1.03 .084 .219 1.43 4.86 20.95 20.95 4.19 3.91 3.82 1.35 1.31 5.32 10 x 2.75 Z.100 1.06 .100 .219 1.71 5.80 24.86 24.86 4.97 4.97 3.82 1.36 1.57 6.35 5o' 12x3.25Z.080 1.28 .080 .219 1.65 5.59 1 34.75 31.81 539 5.01 4.60 1.62 2.16 8.67 Y- 12x3.25Z.088 1.35 .088 .219 1.82 6.19 38.44 36.64 6.41 5.93 4.59 1.65 2.47 9.86 12x3.25Z.100 1.37 .100 .219 2.07 7.03 43.58 42.60 7.26 7.00 1 4.59 1.65 2.82 1 11.22 14x3.5Z.080 1.31 .080 .219 1.85 6.29 52.30 45.64 7.74 5.91 5.32 1.68 2.61 11.66 14x3.5Z.100 1.50 .100 .219 2.34 7.79 66.25 B3.10 1.46 8.73 5.32 1.75 3.58 15.40 14x3.5Z.134 1.56 .134 .219 3.14 10.68 88.28 88.111 12.61 12.57 1 5.30 1.76 4.84 20.71 COLD FORM C SECTIONS 1986 AISI b Properties of Section r-ISECTION L THK. R AREA WT/FT Ix Ix S1 Se rx ry ro C�, Y Defl j L (d x b) (IN) (IN) (IN) (IN2) (LBS) (IN4) (IN4) (IN3) (IN3) (IN) ,(IN) (IN4) (IN6) I 8.5 x 3.25 C.075 .750 .075 .219 1.18 4.02 13.19 12.52 3.10 2.57 3.34 1.16 4.25 23.20 J_ 8.5 x 3.25 C.092 1.00 .092 .219 1.49 5.06 16.53 16.53 3.89 3.43 3.33 1.20 4.34 33.31 d X I X 10 x 2.75 C.075 1.15 .075 .219 1.28 4.34 18.42 18.42 3.68 1 3.53 3.79 1.02 4.43 29.50 I 10 x 2.75 C.084 1.17 .084 .219 1.43 4.86 20.58 20.58 4.12 4.05 3.79 1.02 4.42 33.13 ' I 10 x 2.75 C.100 1.21 .100 .219 1.71 5.80 24.38 24.38 4.88 4.88 3.78 1.02 4.42 39.55 12x3.25C.080 1.41 .080 .219 1.65 5.59 - 34.18 31.51 5.70 4.97 4.56 1.22 5.28 75.80 12x3.25C.088 1.50 .088 .219 1.82 6.19 37.74 36.10 6.29 5.86 4.55 1.23 5.29 86.41 - Y P,111&2512, 2x3.25C.100 1.52 .100 .219 2.07 7.03 42.76 41.80 7.13 6.87 4.55 1.23 5.29 98.32 - 4x3.5C.080 1.45 .080 .219 1.85 6.29 51.59 45.29 7.37 5.90 5.28 1.29 5.95 x3 .088 1.65 100 .219 2.34 7.97 65.14 62.24 9.31 8.63 5.27 1.31 '5.99 170.73 .134 .1.73 .134 .219 3.14 10.68 86.65 86.54 12.38 1236 5.25 1.31 5.97 229.31 COLD FORM EAVE STRUT SECTIONS 1986 AISI b Properties of Section ` Y SECTION L THK. R AREA WT/FT Ix Ix Sr Se rx ry ro CW \ r Defl is � _ . . d I (d x b) (IN) (IN) (IN) (IN (LBS) (IN (IN (IN IN IN (IN) (IN 4) (IN6) I 8.5 x 3.25 ES.075 .750 1 .075 .219 1 1.18 4.02 1 13.19 12.52 3.10 2.57 3.34 1.16 4.25 23.20 ' 8.5 x 3.25 ES.092 1.00 .092 .219 1.49 5.06 16.53 16.53 3.89 3.43 3.33 1.20 4.34 33.31 9.625 ES.084 1.0125 .084 .219 1.60 5.43 22.55 20.74 4.28 3.77 3.78 1.51 5.21 56.25 `10 x 2.75 ES.084 1 1.204 .084 .219 1.52 5.18 22.72 22.72 4.54 1 4.22 3.86 1.22 1 4.75 1 49.45 Monticello,Iowa Plant Only STAR BUILDING STARSHIELD ROOF PANEL PROPERTIES SYSTEMS 2 2 7/8 2 1/8 19 3/4 121 24 PANEL PROFILE ENGINEERING PROPERTIES OF STEEL STARSHIELD PANEL GAUGE STEEL THK. COATED FY(KSI) WEIGHT OUTSIDE IN COMPRESSION INSIDE IN COMPRESSION Fb(ksi) (IN.) THK.(IN.) (#/FT) Ix(IN 3/FT.) Sx(IN.3/FT.) I,(IN./FT.) Sx(IN 3/FT.) 24 0.024 0.0259 50 1.249 0.29826 0.1243 0.14934 1 0.08556 30 22 0.03 0.0319 50 1.594 0.3678 1 0.1429 0.1842 1 0.11355 30 1. Section properties have been calculated in accordance with the 1986 AISI Cold-Formed Steel Specifications with 1989 Addendum. 2. Steel thickness was used in determining section properties.Coated thickness includes galvanized or zinc-aluminum cc ALLOWABLE LOAD(PSF)FOR NOMINAL PURLIN SPACING Span PURLIN SPACING GAUGE Condition Load Condition 2'-6 4'-0 5-0 6'-0 GRAVITY (142) (89) 68.31 47.44 2-SPAN UPLIFT fastner- (67) (67) (67) (67) tab- (69) (69) (69) 1 (69) GRAVITY (162) (101) (81) 59.30 24 3-SPAN UPLIFT fastner- (76) (47) (38) (32) tab - (78) (66) (59) (49) GRAVITY (156) (97) (78) 55.37 4-SPAN UPLIFT fastner- (73) (46) (37) (31) tab - (75) (63) (57) (47) GRAVITY (142) (89) (71) (59.10) 2-SPAN UPLIFT fastner- (67) (42) (33) - (28) tab - (69) (58) (50) (42) GRAVITY (162) (101) (81) (67.50) 22 3-SPAN UPLIFT fastner- (76) (47) (38) (32) tab - (78) (66) (59) (49) GRAVITY (156) (97) (78) (65) 4-SPAN UPLIFT fastner- (73) (46) (37) (31) tab - (75) (63) (57) (47) 1. Values given in the above table which are not in parentheses are based on section properties 2. For gravity loading: The values shown are based on stress except values in parentheses are controlled by panel clip crippling The allowable gravity loads shown will result in less than U240 panel rib deflection 3. For uplift loading: The top values are based on standard clip fastener pullout in.064"thick purlin and includes.1/3 increase for wind.This value can be increased with thicker purlins and/or additional fasteners but cannot exceed the lab capacity. The bottom values are based on Tab pullout of seam and include a 1/3 increase for wind. The allowable uplift loads shown will result in less than U180 panel rib deflection. STAR BUILDING STARMARK WALL PANEL PROPERTIES SYSTEMS 12 36 PANEL PROFILE ENGINEERING PROPERTIES OF STEEL STARMARK WALL PANEL OUTSIDE IN INSIDE IN STEEL COATED WEIGHT COMPRESSION COMPRESSION GAUGE THK.(IN.) THK.(IN.) FY(KSI) (#/FT') x Fb(ksi) (IN.."/FT.) (IN.'/FT.) (IN.°/FT.) S,(IN.'/FT. 24 0.024 0.0259 50 1.249. 0.29826 0.1243 0.14934 0.08556 30 22 0.03 0.0319 50 1.594 0.3678 0.1429 0.1942 0.11355 30 1. Section properties have been calculated in accordance with the 1986 AISI Cold-Formed Steel Specifications with 1989 Addendum' 2.Steel Thickness was used in determining section properties.Coated thickness includes galvanized or zinc-aluminum coating. ALLOWABLE LOAD(PSF)FOR NOMINAL ALLOWABLE LOAD(PSF)FOR STANDARD GIRT SPACING GIRT SPACING SPAN LOAD GIRT SPACING LOAD EAVE HEIGHT GAUGE CONDITION CONDITION GAUGE CONDITION 20'-0 24'-0 5'-0 6'-0 T-0 .10'-0 12'-0 14'-0 16'-0. 54.00 37.50 27.55 36.78 37.39 31.71 35.62 37.48 37.11 PRESSURE 52.42 30.34 19.10 PRESSURE 29.82 29.42 34.27 30.62 28.36 29.60 SIMPLE 26 61.35 42.60 31.30 32.38 32.91 27.92 31.35 34.57 32.67 SUCTION 49.68 28.75 18.10 SUCTION 29. 9 82 29.42 3427 30.62 28.36 29.60 *y PRESSURE 61.35 42.60 31.30 PRESSURE 44.67 45.40 38.51 43.25 - 45.51 45.06 123.09 71.23 44.86 36.21 35.72 41.62 37.18 34.44 35.94 26 2-SPAN 24 54.00 37.50 27.55 39.32 39.96 33.90 38.07 41.97 39.67 ' SUCTION 123.09 '71.23 44.86 SUCTION 36.21 35.72 41.62 37.18 34.44 35.94 ,+ PRESSURE 76.69 53.25 3.9.13 3-SPAN 96.33 55.75 35.10 1. Top values are based on stress.1/3 increase for wind is included. SUCTION 67.50 46.88 34.44 96.33 55.75 35.10 2•Bottom values are based on deflection of L/120 for 10 year wind PRESSURE 65.58 45.54 33.46 63.65 36.83 23.20 (1-90)for 50 year wind. SIMPLE SUCION 74.50 51.73 38.10 60.32 34.91 21.98 3. Standard fastener pullover allowable is 222 lbs.Including 1/3 PRESSURE 74.50 51.73 38.01 22 2-SPAN 149.46 86.49 54.47 increase for wind(#12 fastener without washer). SUCTION 65.58 45.54 33.46 149.46 86.49 54.47 PRESSURE 93A2 64.67 47.51 - - - - 116.97 67.69 42.63 - 3-SPAN Y. �;UCTII 81.97 56.92 41.82 116.97 67.96 42.63 - ,