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0020 JOAQUIM ROAD
�B .To� u i�l �1 � - --- -- , �,� � f a �S � � mX ', N � � � �� � � � n ���� �� � ��^ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y Map3�'�"' Parcel ��� ��� Application # "1 6 Health Division `���� � Date Issued Conservation Division Application Fee TiLb Planning Dept. Permit Fee 4. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village lil, Owner - P t-k Address Telephone 5E)ga Permit Request 3o h to V*-\ ,,,A-, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation cTD Construction Type Lot Size 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 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 i 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_ 9 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:; C) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 2, co Commercial ❑Yes ❑ No If yes, site plan review# ' Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name6LC..,�u A? o 1-r-<.Telephone Number Address Z-06 �-oAQG-,---,,/-�- License# AAA &4 s ! -�c:�/ Home Improvement Contractor# r'in r Z6 s Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE -�` DATE , /cam FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: FOUNDATION FRAME s . INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL ;= PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' The COM.mon7,Vea1th ofmassachusetts Departmeni afIndustrial,4ccidents' Office of Investigations 600 Fashineon Street X3oston, -AL4 02117 • www.mass.gou/dia • Workers' Compensation Insurance Affidavit: Builders/Contractors/ Iectricians/PIulrlbers APblicant lnformatioli Please Print Le gib Name (Businos9J0rgani7-ation/Individual): Address: 71b City/State/Zip: :� !�3 0 26ot Phone.#: 9-t A-re 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. ❑14ew construction ployecs (frill and/or part time).* bave hired the shb-contractors am listed on the attached sheet 7, ❑Remodeling 2. a•sole proprietor:or parfncr- ship and have no employees These sub-contractors have g, ❑Demolition employees and bave WDrkei-s' working for me in any capacity. 9. ❑ Building addition . [No workers' comp. insurance comp• insarance.t required] 5. [j V,re are a corporation and its 10.❑•Electrical repairs or additions 3,Ell am a bomcowner doing all wort officers have exercised their 11_❑Plumbing repairs or additions myself: [No workers' comp. right of exemption per MGL 12.❑ Roof repairs iun -ancc roq cd]t c, 152, §1(4), and we bave no 13.[P Other zsv�o�*' Ld" employees. [No worke_s' comp,insurance required.] +Any applicant that checks box#1 rnust also fill out the acation below showing their work=' compensation pot icy information. t l-lomtowncr6 who subroit this a$idavit indicating they ore doing all work and then hire outside contractors must submit a nevi afdavitindicating such. tContractorx that check this box must attached an additional shoot showing the nano of the sub-conhactors and state whcther or not those;intitits have mnployccs. Ifthc sub-contractors have crnploycce,they must provillb their workers'comp.policy number. ram an employer turd i..s providing workers'compensafLon insurance for rrry employees, Belov is the policy and job site inf rmation. Insurance Company Name: . Policy# or Self-ins, Lic. #: Expiration Date: Job Sitc A-ddress: City/Statc/Zip: Attach a copy of the workers' compensation policy declaration page (sbc, ing the policy number and expiration date). Failure to secure covcrago as required under Section 25A of MGL c. 152 can Iead to-the imposition ofcrimirial pedaloes of fino tip to 51,500.00 and/or one-year imprisonment, as well as civil penalties in the form of STOP WORK ORDER and a fine of up to 5250.00 a day against tho.violator. Be advised that a copy of this sta`emcrit may be forwarded to the Officc of Investi ations thq bIA for insurance covora e verification. I do hereby certify u der the pains•and periawes of p jury eAcd the irrformadon provided above'fs true and'correct Si atvrc: ;"�-- ( ✓"—'` D ate: — Phone# tS�S� 267'�O�25� Official use only. Do not write in this area, tb be'con�ygeted by city or town officiaL City or Tovrn: Pernit/License# - Xssuiag Authority(circle one); L Board of Health 2, Building Department 3, City./Town Clerk 4. Electrical Inspector S, Plumbing Inspector 6. Other— Phone fl: i Information a mpcnsa Massachusetts Gcneral Laws chapter 152 requires all employers to provide �s 0for eer of anoth r ndero any c ntract Oflhirocs; pursuant to this statute, an employee is defined as '...every person in the servic• express or implied, oral or written ernpLoyer.is defined as "an individual partnership, association, corporation or other legal entity, or any two or more of the foregoing•engagcd in a joint cntr-rprisc, and including the legal representatives of a g cmPlo ecascd ;s.lHowevcoyer, or rhthe, zoceivcz or trustee of m individual,partnership, associatiou or other legal entity, employing Y owner of a dwelling house haying not wore 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 reneps�al of a license or permit to operate a business or to construct buildings in the cornmonwaalth for any applicant who h a as not produced cyidence of complin ace W1th the insurance coverage required." tes Additionally,MGL ohaptcr 157, §25C(7) sta "Nr on t tablccvide nor nce of cowPlian cy of its political adtSubh the insuranacc enter-into any contract for•the performance of publro work until acczP rcquixemcnts of this cbapter have been presented to the contracting authority. Applicants P. ease fill out the workers' compensation affidavit completely,by checlnzg the boxes thatl to appy you situati°n aA� necessary, supply sub-contractors) Damc(s), addrl ess(cs) and phone numbcr(s) along with thee eertificate(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (L7 P)with no employees other than the mambers or partners, are uotxcquixcd to carry workers' compensation insurance• If an LLC ti out does have employees, a of Industria.1 policy is require�L Pe advised that this affidavit mayobc submittcd to the rid date the Daf£tda�t.ntThe affidavits should s� Accidents for confirmation of insurance coverage. Also be sure t gn be returned to the city or town that thc•application for.the permit or license is being requested, n6t the Department of Industrial Accidents. Should you have any questions regarding the law or if you arc required to obtain a workers' compcnsationpolicy,lilcasc call the Department at the)a4ber listed below. Scif-znsured compa unnies should enter their self-ixisuran�,o license number on the appropliato lino. City or Towli Officials please be sura that the atf davit is complete and printed legibly. The,Department has providedga space at the bottom licant of tho affidavit for you to fill out in the event the Office of Investigations bas to contact you regarding the pp Plcasc bo sure to fill in the permit/lrccnsc number which will be used as a refcrcncc number. In addition, an applicamt that must submit multiple permi. license applications in any given year, need only submit onp affidavit indicating current in-(city nt policy information(if pccessaw ry) and under`lob Site Address" Cho applicant should write"all loci b crovided to the ton)."A copy of the affidavit that has been officially stamped or marked by the city or town may • p applicant as proof that a valid affidavit is on file for future prn-nits or licenses. A no ss or comrucrcial vcnhixe w affidavit must be filled out each year.•Whcro a home owner or citizen is obtaining a license or permit not related to any busine wn (Lc, a dog license or•permit to burn leaves etc.) saidpersou is NOT required to complete this affidavit Tho Office of Investigations would like to thank you in adva?icc for your cooperation and should you have any questions, please do not hesitato to give us a call The Department's address, tclephoae•and fax number; Tbrs Commonw-,4th ofMassuhus,�:M D,-P.t cx nt of iudust[W A,ccidr{zats Office of Imvestigatkms 600 Wa h toa Street $�sfan, MA. 02111 TC1: # 617-T27-4�'O.Q extg06 4r l-V7-N�SSAFE Fax# 617-727-7749 Revised 11-22.06 www.mass.gou/dia I f �ofYHer� Town of Barnstable Regulatory Services Thomas F, Geiler, Director o'59. Building Division Tom Perry, Building Comm+ssioner 200 Main Street, 14yannis, MA 0260J wt w.to1vn.barnstable.rne.us Office: 508-862-4038 Pax; 508-790-6230 P operty Owner Must COMPXe"te and Sign This Section. ff Using .A. Builde L f'C , as Owner of the subject property " j�- 7 u�/ to act on mY W,( behalfhereby authorize in all matters relative to work authorized by this building permit applications for: (Address of Job) 3 is �a Signature Owner Dat Print Name If Property Owner is applying for permit please complete the Homeownets License Exemption Form on tlfe reverse side. Town of Barnstable yw� of YHE r �� RegulatorY Service's Thomas F. Geiler, Director t BAtiNSrAHLE, .' MASS. Building Division � i679• �� PJfa In Tom 1?erry,Building Comcrussioner . 200 Main Street, Hyannis., MA 02601 -w)y.town.barnstable.ma.us Fax: 508-790-6230 Office; 508-862-4038 — __ ROAIFOWNER LICENSE EKEAdPT10N ' Please Print DATE: 10S LOCATION: street village number "I IOMI;OWNG1? home phone N work phone# name CURRENT MAIL NO ADDRESS: state zip code city/tovm include owner-occupied The current exemption for"homerS��was extended tosa lice e`provided that the�ts or ownereact Wads to allow homeowners to engage an individual for hire who does not posse s supervisor. DEFINITION OF HOAfEOIVNER e, on which tliere is, or is Persons) who owns a parcel of land on'whic. he/sher stritdlctures aaes or tccessory tos to �such use and/or farm tructures intended to be, a one or two-family dwelling, attached or detached person Who constructs more than one horn,Official on.aaformtacceptable to the Bui shall not be lding Official,that he/she shall be "homeowner"shall submit-to the Building res onsible for all such work performed under the buildin erzrlit, (Section 109.1,1) r"assumes responsibility for compliance with the State Building Code and other The undersigned "homeowne ' applicable codes, bylaws, rules.and regulations. Th'e undersigned "homeowner" certifies that he/she understands the Tocomply° Barnstable said procedure and Department zrtinirnum inspection procedures and requirements and that he/she till requirements, Signature of Homeowner Approval of Huilding Official '. ng 35,000 cubic feet or larger will be required.to comply with the Note; Three-family dwellings containi State Building Code Section 127.0 Construction Control. . ROMEOWNER'S E'XEMP PION provisions The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the of this section(Section 109.1 1, -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work, that such HomcoWDer shall act as supervisor," the cndx , Many homeowners who useth' exemption P�c unaware isSupers isort Sectionh2t 15)yThis are alack of swat ncesoortnlrosultsf in serious problems, a Q,particularly Rules &'Regulations for Licensing Construction when the homeowner hires unlicensed persons. In this cast,our Soai-d cannot proceed against the unlicensed.person as it would Huth e licensed Supervisor. The homcowncr acting as Supervisor is ultimetcly responsiblc. To ensure that the homeowner is fu)lY Aware dcrslands the rospotnshbil'ticer s of a Slupervisor.y0n the lasl�pagc oft[hisaissue is a.form rcurrently rzurr n ly used by that the homeowner certify that hdsh scvr.rat inNvnS..You may care t amend and adopt such a form/ccrtificalion for use to your community: From:ENGINEERING SRVC 1 To:5087906230 Chris Msg#14722.0.2 03/18/2010 13:21:35 Page 2 of 2 Nova-Shield IITM with ArmorKoteTM FRU88X-6 (4 mil) DATA SHEET Heavyweight fabric for applications requiring flame retardants and UV stability, such as membrane structures and alternate daily landfill covers. The scrim is produced in a special weaving pattern to enhance thickness, flatness, abrasion resistance, and tear properties. The proprietary coating is used to enhance abrasion resistance, flex resistance, seam strength, UV resistance and longevity. FABRIC SPECIFICATIONS WEAVE Woven HDPE scrim using natural FR/UV 1600 denier tapes COATING 4 mil average each side (95 g/m2/side) COLOUR Off-White, Green, Blue, Red, Sandstone and other colors available WEIGHT 12.0 oz/yd2 (407 g/m2) +/- 5 % THICKNESS 23 mils(0.59mm) ASTM D5199-99 PERFORMANCE GRAB TENSILE Warp 360 lb 1600 N Weft 350lb 1555 N ASTM D5034-95 STRIP TENSILE, lb/inch (N/5cm) Warp 265 (2356) Weft 245 (2178) ASTM D5035.95 TRAPEZOIDAL TEAR Warr, 95 lb 422 N Weft 90 lb 401 N ASTM D4533-04 TONGUE TEAR Wa rp 110 lb 489 N Weft 110 lb 489 N ASTM D2261-96 MULLEN BURST 675 psi 4657 kPa ASTM D3786-01 1 >90 °i strength retention after 2000 hrs G ACCELERATED UV WEATHERIN ASTM G151-00 exposure @ 0.77 W/m2/nm, or 1200 hours exposure @ 1.35 W/m2/nm. ASTM G154-04 >80 % strength retention after 5 Florida ACCELERATED NATURAL -- ASTM G90-98 WEATHERING Standard Years2 0 LOW TEMPERATURE BEND 60 C ASTM D2136-94 1 Q.U.V. [A-340 Lamps] : 8 hrs UV @ 60 °C ,• 4 hrs condensation @ 50 °C 2 1333 MJ CYR &UV,PERFORMANCE This product meets the requirements of NFPA 701.1989(large scale)and 1996(tests,1 & 2), CAN/ULC S109-M87(small and large scale), CAN/ULC S102-03, ASTM E84-00a(Class 1), UBC31-1, California Fire Marshall(FA-51403). ROLL SPECIFICATIONS CORES 4 inch I.D. or 5 inch I.D. available. WIDTH Up tc 150 inches (-0, +0.5) as ordered LENGTH Minimum 250 yds/roll (app. 750lbshroll @ 144"); up to 1000 yds/roll D S2006(FRU88x-6AK4mi1) Rev 3 04/03/2006 Engineered Coated Products Brantford, ON Langley, BC Hawkesbury, ON Truro,NS 1-888-353-9421 1-888-894-6725 1-800-465-5597 1-800-565-2000 i 'MATERIAL. TESTING TINSOLUTIONS � Report No. 169W0 Order No:: AE16909 Client Ref. No P.O. #28599 Bate-: April.,11, 2003 HEMISPHERICAL SPECTRAL REFLECTANCE AND NEAR-NORMAL !IMMISPHERICAL SPECTRAL TWSMITTANCE TEST REPORT Prepared for: INTERTAPE_POLYMERS,; INC. 5Oi Abbey Avenue Truro,'Nova Scotia WN 506 Canada presented by:: Atlas Weathering Seivices Gioup. DSET Lalioratories. 45601 North 47th Avenue Phoenix, AZ 9509 O42 Phone 623-465-7356 FAX 62.3-465-9409 This tesrreport-contains only findings and reswvt arrived at after empioying the specific test oroced6res:and standards ,listed herein It does not:canstrtute a•.,re'comg hdation for endorsement of„or certification of the produmor materiel tested: Atlas Weathering,Services•:Group makes no;warranty,, expressed,ar impt�e&except that the't®st-has:been performed;and'a'report,prepared ba"sed uporrthe sample,or samples furnished by the client.Extrapotation'of data from the sample w,sample4 relating to the,batch or lot,from ,which rc was obtained may not correlate.and,should.be `interpreted accordingly with`extreme gaut�on,. We as"spr»e no responsibility for daria2�at+s:in qualAty==,,cornpositiog; appeararice,,performance; or other feature of.simiiar subject matter produced by persons or:under.:coriditions over which we.have no control. This raport shall qot be rooigdubed ezcgpt'.Imfull without tKe uvrltten approval by Atlas Weathering Services Group: This report contains 3;pages. Prepared ..y- Approved by: -�^. . Katbieen R.104 Ma'ge Awarski Sr. Technician; Optics Operations Coordinator TEST INSTRIMENTS.GROUP WEATHERING SERVICES GROUP ATLAS MATERIAL TESTING TEGHNOLOGY� >a SOUTH FLORIDA TEST SERVICE ATLAS:MATERIAL TESTING TECHNOLOGY GmbH. DSET LABORATORIES i offlOrLAnk. INTERTAPE POLYMERS, INC. Report No.::, 16909-0 Order No.;, AE16909 Date: April IT, 2003 Page 2'6f 3 HEMISPHERICAL:SPECTRAL REFLECTANCE:'AND NEAR-NORMAL I HEMISPHERICAL SPECTRAL TRANSMITTANCE'TEST REPORT 1.0 INTRODUCTION This'report�preserits results of, spectral reflectance and transmittance measurements on the following four plastic specimens coded: L Nova,Shield R R 9SX-6"WhadW-hite 2..Nova Shield II=RU88`X-6 Beige/'White 3. Nova Shield II RU88-X-6 Gr..een/Wt it0 4 Nova Shield II.RU88X 6-Red/WWhite 2.0 TEST METHODS AND PROCEDURES. Hemispl encal spectral reflectance:measure nts were per`fonned rn accordatice .with ASTM Standard Test. Method-E903 {1996): The measurements were performed.'with a Zeckinaft..5Z40 Spectrophotometer'utilizing an integrating sphere ;(Fig-A-1 3` of:E903 R 96j). Total -reflectance measurements were obtained.in the:solar spectrum from.2500nm to 300hm at an incident`angle of,W. The:measurements employ a.detector-baffled,: gall-mounted integrating, sphere:that,,precludes the necessity of :employing: a: reference standard except to define-the uistrument's 100% line, The measurerrients are prciperly enoted as'being 'hemispherical spectral; reflectance'. Hemispherical. transmittance .measurements were-performed- .on °the specimen in. accordance with ASTM Standard Test. Method E903 (1996) The measurements were performed with a Beckman 5240 Spearophotometer utilrzrtg an;integrating sphere (F.igure A14 of:E903. (1996)'. Traivsmittance measurements. were obtained in the.-solar-spectrum frorn`Z�to 340nm at an`i rcideiit angle of 7°. The measure.ments are -properly -- denoted asbeing 'near:norrrial I herrispherlcal spectral..transrriittance'. The spectral data were integrated against.Air Mass. L5 global spectrum-(ASTM E897-87(1992) utilizing 109' weighted ordinates.. The `IV regon.of the spectral data (300 to'-400nm) was: integrated using 15 weighted ordinates from Air Mass L5 global spectrum; The risible region of'ttie spectral data (410 to 722rirh) was integrated -using 25 weighted ordinates from>Air Mass 1 5` global yspectrum. The NIR region of the spectral data (724 to 25<OOnni)'was.integrated using 69 weighted ordinates from Air Mass 1.5. global' spectrum; The'ah8orptance is calculated from Krrelilioff's Relationshnp where: "EST INSTRUMENTS ENT CROUP . P + a + ti = WEATHERiNG SERVICE GROUP ATLAS MATERIAL TESTING TECHNOLOGY 'SOUTH:FLORIDA TEST SERVICE k,ATLAS MATERIAiL TESTING TECHNOLOGY.GmbH- a-DSET:LABORATORIES i F + MATERIAL TESTING UT S 1 [NTERTAft POINAM6111 INC. Report No. 16909.0 Order'N:o:: AE1.6909 r Date April 1, 2003 Page 3 of: 3 BEM19MEk1CAl SPECTRAL REFLECTANCE:AND NEAR-NORMAL /-HEMISPHERICAL. SPECTRAL TRANSMITTANCE`TEST REPORT 1 3,6 OBSERVATIONS 'I1EVIATIONS, AND WAIVERS The measurements were performed on the:cocled1 side;of the'specimen. Th e c ispa ty at.400nin and.2300nm in spectral,reflectance and transmittance charts is attributed`to nozTiial pen response:.coup led with- an--automatic.�filter.,change in the_Beckman 5240 spectrophotometer. 'These disparities generally occur only inxegions of change in percent_reflectance or:transmittance: CAUTION.- AST1V Test Method'E9Q3`(1996);;paragraph 5,4 clearly states "this test`method has,Been found practical: exW for those materials that are:inhomogeneous; patterned, or.corrugated". In that.tlie nrmeasured` specimens.exhibit.inliomogeneities, the c ientis cauiioned when utilizing the reported.;rneasurement values. 4.0 RE5ULTS % Reflectance; %.Transmittance; % Ahasorpdgn Specimen:Code Solar,. UV VIS NIR Solar U� VIS NIl2 Solar UV VIS: NIR. 1.:Nova Shield"II`RU88X 6 74:3 17:7 84;1 70.9J 12:Q 0:.0 8..9 T6.2 13.7: 82,3 7:0 12.9 White/White I.Nova Shield-I11U88X-6; 57`19 12..6 5$ 0 62,:5 . 10;9 0.0 5:.7 .17 _6 311 87.4 36.3 20:5 Beige/White; 3. Nova-Shield II RU88X-6 21..0 4.7 6 f J6.A 7.2 0.0 O:a 14.7 ' '7i.8 .95.3 93A 48.9 Green/White 4. Nova Shield'I1:RU88X-6 41.1 3 8" 29 2 56.3 183 0,Q ' TO 31:1 401, 96.2 63.2 12':6 Red/White TEST IN TRUMENT.S GROUP WEATHERING SERVICES GROUP ATLAS.`MATERIAL TESTING TECHNOLOGY wSOUTH,FLORIDA:TEST SERVICE ATLAS MATERIAL TESTING TECHNOLOGY GiiibH' , SET`LABORAT,ORIES I _ I 4 ClearSpanTM 30' Wide Free-Standing Building MU WWI At s ' wrc Sf IV f�P r £' ��Photo may show a model of a different length. STK# DIMENSIONS PB00600R3/R4 30' W x 15' H x 48' L ©2008 ClearSpanTM { PB00610R3/R4 30' W x 15' H x 60' L All Rights Reserved. Reproduction . PB00700R3/R4 30 W x 15' H x 72' L is prohibited without permission. F s t ' gL CLEARSPAN-POLY BUILDINGS - y .�- - F--- LOCATION Choosing the proper location is an important step before you begin to assemble the structure. ` 0 `=� The following suggestions and precautions will help you determine whether your selected location is the best YOU MUST READ THIS DOCUMENT BEFORE YOU location. BEGIN TO ASSEMBLE THE SHELTER. Never erect the structure under power lines. Thank you for purchasing this ClearSpanTM shelter. When Identify whether underground cables and pipes are properly assembled and maintained, this product will present before preparing the site or anchoring the provide years of reliable service.These instructions include structure. helpful hints and important information needed to safely Location should be away from structures that could assemble and properly maintain the shelter. Please read cause snow to drift on or around the building. these instructions before you begin. ' • Do not position the shelter where large loads such as If you have any questions during the assembly, contact, snow and ice, large tree branches, or other overhead Customer Service for assistance. obstacles could fall. SAFETY PRECAUTIONS SITE • Wear eye protection. After choosing a location, proper preparation of the site is • Wear head protection. essential.The following site characteristics will help ensure the integrity of the structure. • Wear gloves when handling metal tubes. • The support structure must be level to properly and • Use a portable GFCI (Ground Fault Circuit Interrupter) safely erect and anchor the frame. when working with power tools and cords. i • If the site is not level, use footing to provide a secure • Do not climb on the shelter or framing during or after base for the structure. Pre-cast concrete blocks, construction. pressure-treated wood posts, or poured footings are all • Do not occupy the shelter during high winds, acceptable when properly used. tornadoes, or hurricanes. Drainage: Water draining off the structure and from • Provide adequate ventilation if the structure is areas surrounding the site should drain away from the enclosed. site to prevent damage to the site,the structure, and contents of the structure. • Do not store hazardous materials in the shelter. AWARNING:The individuals assembling this structure • Provide proper ingress and egress to prevent are responsible for designing and furnishing all entrapment. temporary bracing, shoring and support needed during the assembly process. For safety reasons, those who ANCHORING INSTRUCTIONS are not familiar with recognized construction methods Prior to assembling this shelter, please read the anchoring and techniques must seek the help of a qualified contractor. precautions and instructions included with the kit. Anchoring instructions are included in the MUST READ document. You must anchor the building after the frame is assembled and before the cover is installed. AWARNING: The anchor assembly is an integral part of the shelter construction. Improper anchoring may cause shelter instability and failure of the structure. Failing to anchor the shelter properly will void the manufacturer's warranty and may cause serious injury and damage. i R� { r - CLEARSPAN-POLY BUILDINGS ASSEMBLY PROCEDURE Conduit:An assembly of pipes used to secure the Following the instructions as presented will help ensure main cover and end panels(if equipped). Purlins and the proper assembly of your shelter. Failing to follow these some strut assemblies also consist of connected pipes to form a conduit. Each pipe joint of a conduit assembly steps may result in an improperly assembled and anchored shelter and will void all warranty and protection the;owner is is secured with aself-tapping Tek screw. entitled to. Coupler or Fitting:A part of the frame assembly Where legs, purlins and rafter pipes are inserted and The steps outlining the assembly process are as follows: secured. In most instances, 3-way and 4-way couplers 1. Verify that all parts are included in the shipment. Notify are used. In some larger applications, couplers are Customer Service for questions or concerns. used to secure the joints of the different rafter sections during the assembly of the rafters. Some shelters do 2. Read these instructions, the Must Read document, and not use couplers. all additional documentation included with the shipment Foot, Rafter Foot, or Base Plate:The part attached before you begin assembling the shelter. to and found at the base of the rafter or leg of the 3. Gather the tools, bracing, ladders(and lifts), and shelter. Depending on the shelter,the foot is an assistants needed to assemble the shelter. optional purchase. Some shelters do not offer an optional foot. Some use 1-way connectors; others use 4. Check the weather before you install the roof cover ground posts. and any panels(if equipped). Do not install covers or panels on a windy or stormy day. Must Read Document:This document includes building and shelter anchoring instructions, steps for 5. Re-evaluate the location and site based on the end wall reinforcement, safety precautions, and notices information and precautions presented in the and warnings.The Must Read document is sent with all documentation included with the shipment. shelters and buildings. If you did not receive a Must 6. Lay out the site(if this has not been completed). Read document, contact Customer Service to request one. 7. Assemble the frame components in the order they are presented in these instructions. On-Center: Term used to describe a measurement ' taken from the vertical center of the rafter or frame 8. Assemble the frame including the bracing (if equipped). member to the vertical center of another. 9. Consult the Must Read document for anchoring Purlin or Angled (or Lateral) Bracing:The pipe comments and instructions. assemblies that run perpendicular to the rafters 10. Install,tighten, and secure the end panel(if equipped) or framework that supports the main cover. These and main cover.This applies to fabric covers that assemblies are found on the sides and roof areas of stretch over the frame assembly. the assembled frame, are evenly spaced, and typically run from the front to the back of the shelter. 11. Read the care and maintenance information at the end Plain or Straight Pipe:A term used to describe a pipe of these instructions. that has the same diameter or width throughout its 12. Complete and return all warranty information as entire length. instructed. Strut:A strut is usually a length of pipe with two • flattened ends and is used for diagonal bracing of the LIST OF WORDS AND PHRASES shelter frame.A strut is typically secured to the frame Before you begin, it is important to become familiar with the work by special brackets, bolts, and/or clamps. words and phrases used in this instruction manual. Swaged End or Swaged Pipe: The term"swaged" refers to the tapered end of the pipe or tube. Swaged These words and phrases are common to most ends of a pipe can be inserted into couplers and the ClearSpanTM shelters and identify the different parts of straight ends of other pipes of the same diameter. the shelter. (Some are used in this document.-Others-may not apply to this particular shelter.)These_terms-describe] Tek Screw:A self-tapping fastener used to secure pipe the shipped parts and Tcan:also Tbe found on the materials' joints and to fasten brackets to rafters. list/p sheets nclud_ed with.the shipment.To aid in the assembly, read t ough the following definitions before you begin to assemble your shelter. I .� ' y � CLEARSPAN-POLY BUILDINGS ' n# fi Am$ REQUIRED TOOLS SPECIAL NOTE: Baseboards for Frame The following list identifies the main tools needed to These instructions recommend installing a baseboard assemble the shelter.Additional tools and supports may be under the mounting feet along each side of the frame.The needed depending on the structure, location, and baseboard runs from the front to the back of the building. application. This baseboard is not included with the shipment and must • Tape measure or measuring device be supplied by the customer. Treated or recycled plastic • Marker lumber works well for a baseboard. • Variable speed drill and impact driver(cordless with The baseboard,when installed properly, helps prevent extra batteries works best) the shelter from sinking into the ground when anchored. • Wrenches or ratchet and socket set(recommended) Baseboards also provide a surface to attach rafter feet or other building components. • Scissors or utility knife to cut cover material and strap • Tool to cut cable to the required length Consult these instructions, or contact Customer Service for additional information regarding baseboards. • Hammers, gloves, and eye protection • Ladders, work platforms, and other machinery for lifting designed to work safely at the height of the shelter • Rope(or straps)for cover installation UNPACK AND IDENTIFY PARTS The following steps will ensure that you have all the necessary parts before you begin to assemble the shelter. 1. Unpack the contents of the shipment and place where you can easily inventory the parts. Refer to the Bill,of Materials/Spec Sheets. 2. Verify that all parts listed on the Bill of Materials/Spec Sheets are present. If anything is missing or you have questions, consult the Pictorial Parts Guide and all! shelter diagrams throughout these instructions for clarification, or contact Customer Service. NOTE:At this time, you do not need to open the plastic bags containing the fasteners(if used). QUICK START GUIDE For a quick overview of this shelter and its components,' consult the Quick Start Guide near the back of these instructions. The pages of the Quick Start Guide show exploded views of all critical connections. Use the diagrams in the Quick Start section to assemble the frame of your building. Consult the remainder of these instructions for important details that will help during the construction. VW e sV, ,= c CLEARSPAN7 POLY BUILDINGS - W y 4kr M f The following„graphics and photos will help you identify the different parts of the building. Consult the Quick Start Guide for additional details and diagrams. (All parts are not shown.) FA4482B FAH325B&FALB32B Tek Screw Carriage Bolt&Nut QH1061 100441 QH1070 1"Ratchet Nut Setter Pipe Strap :a b A QH1065 102546 103856 104302 2"Ratchet Cross Connector Band Clamp Pipe Fitting w/Plate r AS1083 AS1003 3/16"Cable Thimble 3/16"Cable Clamp Plain Swaged Oil i. - ..�. 104189 Turnbuckle Swaged and Plain Rafter Sections (not all pieces are shown) . - CLEARSPAW POLY BUILDINGS r s 114 zy F' I ClearSpanTM �- Free-Standing Building . The instructions that follow describe assembling all rafters and then constructing the frame. Depending on the number of individuals assisting with the construction, it may be best and more efficient to have someone assemble the rafters a, g and others assemble the frame as rafters are completed. Other factors to consider during the assembly, especially OVERVIEW for buildings longer than 60', include: This section describes assembling your free-standing • Amount of working area building. For details of each assembly procedure, consult the Quick Start Guide and the individual sections of these Available lifts and work platforms instructions. See illustration below to identify main parts of . Number of assistants shelter. 1. Layout the site and identify the required parts for each Interior Rafter assembly procedure. End Rafter 2. Assemble all rafters. 3. Assemble and anchor the frame. Cable 4. Cut, assemble, and install all cables. Assemblies 5. Prepare and install the main cover. . Purlin a: - - P: h Inside. View ,4 30'on-center ATTENTION: Frame shown may differ slightly from actual frame. � �:"D 0, • •, — 1 . 1: °°N CLEARSPAN POLY BUILDINGS LAY OUT THE BUILDING SITE NOTE: Setting customer-supplied baseboards on the After the site is prepared, identify the location of the shelter site in the correct positions is another way to prepare corners helps to square the frame after it is assembled. for the frame assembly. NOTE: If a baseboard Taking these steps before assembling the shelter saves RodAor Ground is used,drill holes Stake µ through the board at time and ensures that the structure is positioned as 9 desired.The following procedure is a suggested method. evenly-spaced intervals Its use depends on the size of the shelter, shelter � 5�� along the length of application,the footings, and the method used to anchor �e the board. Drive a rod the shelter. through each hole and into the site to prevent . the boards from shifting SQUARE THE SITE ' " ` „t and to maintain the 1. Identify a corner where a building rafter will be . on-center width of the building. positioned, drive in a stake, and string a line the exact Actual rafter is not shown. width of the building and stake in place. (Width of the rafter is measured from center-to-center of the rafter The baseboards can be"pinned" in place using rods legs.) driven into the site through evenly-spaced holes drilled in the baseboard. This prevents the baseboards from 2. Sting a line at least as long as the building from the first shifting during assembly. stake at 900 . Building width is measured on-center. NOTE:A transit can be used to ensure an accurate 90° angle, or the 3-4-5 rule can be used. Refer to diagram. 5. After marking the outline of the building, continue with Using multiples of 34-5 such as 6-8-10 or 12-16-20 the rafter assembly instructions. helps to maintain an accurate 90°angle. Space below is reserved for customer notes. String Line 5' 3' String Line 90'Angle 4' 3. After squaring the position of the building and placing a stake at all corners, string a line between the stakes to mark the base of the building. 4. Next, paint or mark a line on the ground using the strings between the stakes as guides. a a.^.. 777 CLEARSPAN"POLY BUILDINGS.. ASSEMBLE THE FREE-STANDING BUILDING COMPONENTS NOTE:Assistance is required to assemble the shelter. ATTENTION:After assembling the end rafters,set the END RAFTER ASSEMBLY(2) two(2)identical rafters aside in an accessible place. Gather the parts: One,rafter,is used at each end of the frame during the assembly. • Rafter pipe(#30R23S1 D)and 2 QH1065 ratchets 1 Rafter pipe(#30R23S1)& rafter pipe(#30R23P2) Do not place other:assembled interior rafters from the • next,procedure on the end rafter pile. • Pipe strap (#QH1070) &band clamp(#103856) • Rafter foot(#104302)&Tek screws(#FA4482B) • FAG363B 3/8"x 3"bolt and FALB04B 3/8" nut Assemble End Rafters 1. Connect the pipes as shown below. Each rafter assembly consists of four(4) pipes: 2 (#30R23S1 D), 1 (#30R23S1), and 1 (#30R23P2). Each#30R23S1 D pipe includes one drilled hole near the bottom used to connect the rafter foot. 2. With the rafter pipes assembled on the ground, secure each pipe joint using one self-tapping Tek screw(FA4482). Position screws so they will not interfere with the cover once it is installed. 3. Attach all (QH1070) brackets to the rafter using two(2)Tek screws for each strap.Attach the brackets to the underside of the rafter in the locations shown below and on the Front Profile diagram in the Quick Start section at the back of these instructions.The QH1C70 straps should remain loose; do not fully tighten at this time. 4. Move to the end of each rafter leg and slide one(1) 103856 band clamp onto each leg. 5. Attach a ratchet(QH1065)and rafter foot,to each leg of the rafter using a 3/8"x 3" bolt and 3/8" nut. Secure the ratchet and foot using the same bolt and nut as shown. Ratchets can be attached to either the inside(not shown)or the outside(shown)of the rafter. If installed on the inside of the rafter leg, position the bolt head to the outside of the rafter to prevent cover damage when'it is installed. 6. With both rafter feet secured, measure 10"from the bottom of one rafter foot and mark a line on the inside of the rafter. Position the bottom of one QH1,070 bracket on the line and secure it to the rafter. Strap should remain loose. 7. Repeat Step 6 to attach the remaining QH1070 r strap to the rafter leg. 8. Repeat the steps to assembler J the second end rafter. J' L r 30R23S1 30R23P2 �. J � L QH00 � Step 3: Tek screw — — — J x rr— . �� Ratchet y QH1065 Step 5 attach to the t L• J f outside o 1 Outside of L ' shelter. 103856 shelter 30R23SI D o 30R23S1 D f— 3/8"x 3" ' 10" t3/8" Bolt Nut Step 6 �104302 i h CLEARSPAN" POLY BUILDINGS INTERIOR RAFTER ASSEMBLIES Gather the parts: • Rafter pipe(#30R23S1 D) • Rafter pipe(#30R23S1)& rafter pipe(#30R23P2) • Rafter foot(#104302) &Tek screws(#FA4482B) • FAG363B 3/8"x 3" bolt and FALB04B 3/8" nut • QH1065 Ratchets Assemble Interior Rafters With Attached Ratchets 1. Repeat Steps 1 and 2 from the End Rafter Assembly procedure on the previous page. 2. Attach a ratchet(QH1065)and rafter foot to each leg of the rafter using a 3/8"x 3"bolt and 3/8" nut. Secure the ratchet and foot using the same bolt and nut as shown. Ratchets can be attached to either the inside(not shown)or the outside (shown) of the rafter. If installed on the inside of the rafter leg, position the bolt head to the outside of the rafter to prevent cover damage when it is installed. 3. Repeat the steps to assemble the remaining interior crafters that include QH1065 ratchets. Consult the Side Profile Diagram in the Quick Start Guide near the back of these instructions to view the position and number of interior rafters with ratchets. Do not use the QH1061 ratchets during this procedure; use only the remaining QH1065 ratchets. `ATTENTION:After assembling these interior rafters with attached:ratchets,-set them aside in ah�accessible place. yM Consult the Side Profile Diagram,in theJQuick Start section'during the frame assembly to set each rafter in the correct position. ti z - f�c, Do not place other assembled interior rafters from the next procedure on the same rafter pile. Diagram shows position of the cross connector. Cross connectors are installed during the frame `J assembly. 30R23S1 30R23P2 _ Ratchet > QH1065 Step 2 attach to the ti outside of 1 Outside of shelter. shelter 30R23S1 D —"' " 30R23S1 D 3/8"x 3" t 3/8" Bolt Nut _104302 I CLEARSPAN"POLY BUILDINGS-, . � INTERIOR RAFTER ASSEMBLIES(CONTINUED) 1. Stand the first end rafter and secure it using rope, Assemble Interior Rafters Without Attached Ratchets cable, or some other form of temporary bracing to hold the rafter in position. Use a level (or other leveling 1. Select the rafter pipes(see End Rafter Assembly) device)to plumb the end rafter. and assemble and secure the pipes as previously described. 2. After securing each pipe joint using one self-tapping Tek screw, attach rafter foot(104302)to the rafter using the 3/8" hex head bolt(FAG363)and nut(FALB04B). Bolt head to they outside of the shelter. * _ 30'on-center FAG363 Bolt NOTE: Plumbing the end rafter at this stage assists in placing the remaining rafters. P 9 9 104302 FALB04B 2. Position rafters to maintain width at 30' on-center. Rafter Foot Nut' 3. Secure the rafter feet to the site (or customer-supplied baseboards)to prevent the rafter from shifting. 3. Repeat Step 2 to attach the remaining rafter foot. 4. Repeat the above procedure to assemble the remaining interior rafters without ratchets. Customer-supplied 5. Place all interior rafters without attached ratchets in a Lag screws pile separate from either of the other rafter piles. NOTE:You must be able to access all three rafter piles easily throughout the assembly steps. FRAME ASSEMBLY Customer-supplied Gather the parts: Baseboard • All rafter assemblies NOTE:The use of a baseboard beneath the feet of the rafters is strongly recommended. The feet then can be • Purlin pipe 1.315"x 75"swaged (131 S075) secured to the baseboard using the customer-supplied • Purlin pipe 1.315"x 73.5"plain (131 P0735) lag screws or other appropriate fasteners. Frame Assembly Procedure If used, baseboards should be"pinned" in place to prevent them from moving during assembly. Anchoring After all rafters are constructed and placed in an orderly the rafter feet to customer-supplied baseboards is not a fashion for frame assembly, proceed with standing substitute for anchoring the frame to the site. the first end rafter. Forklifts and personnel booms are recommended for lifting and setting the rafters. Consult Consult the MUST READ documentation that shipped a construction professional if you are not familiar with with the building for anchoring instructions. construction techniques and erecting similar structures. Baseboards can be treated wood or recycled plastic ATTENTION: Use the proper lifts. Rafter assemblies are lumber. Contact Customer Service at 1.800.245.9881 heavy and awkward to handle. for additional information. :t n CLEARSPAN"POLY BUILDINGS FRAME ASSEMBLY(CONTINUED) 8. Return to and tighten the QH1070 pipe strap at the top 4. With the first end rafter standing, plumb, properly of the end rafter to secure the purlin. secured, and width on-center, set the first interior rafter in place. NOTE:To prevent cover damage, do not allow the purlin to extend beyond the edge of the end rafter. See IMPORTANT. Consult the Side Profile Diagram in the dashed line in previous diagram for details. Quick Start section to determine if the next rafter in line 9. Secure the purlin to the QH1070 strap by driving a Tek is with or without an attached ratchet. screw through the strap and into the purlin pipe. See During the frame assembly, install all rafters with an the arrow in the insert of the previous diagram. attached ratchet in the correct frame location. 10. With the first section of the top, center purlin in position, move to the bottom of the rafter, verify that the rafter spacing between the end rafter and the first interior on-center rafter is on-center, and install the first section of purlin pipe at this location. Verify that rafters are plumb. View is from 11. Move to the other side of the rafter and repeat Step 10. inside the shelter. 12. Install the first pipe section of remaining purlins. (There are nine(9) purlins between each rafter.) Consult the Frame Diagram shown earlier in these instructions for purlin location. ATTENTION: To prevent cover damage, DO NOT allow the purlin pipes to extend beyond the end rafter. To •- protect the cover, tape all rafter joints with duct tape. "P800600R3/FPl300610R3/Pl300700R3 36" 13. Verify that purlins are running parallel with each other. PB00600R4/PB00610R4/P1300700R4 48" 14. Return to each purlin and cross connector and secure 5. Place a cross connector at the top of the inside rafter, the cross connector to the rafter and the purlin to the align it with the QH1070 pipe strap attached to the end cross connector. See the example diagram below. rafter in the same location, and insert the plain end of Cross connector the purlin pipe(131S075)through the connector and to Rafter Tek " through the pipe clamp at the top of the end rafter. Screw 6. Verify that both rafters are plumb and properly spaced (center-to-center). `—► fAttach center purlin first. Pudin to Cross Connector Tek Screw Position Tek screws so they will not contact the cover once it is installed. 15. Repeat the steps to set and secure the remaining interior rafters for the length of the building. I IMPORTANT: During assembly, consult the Side Profile Tek Screw Diagram in the Quick Start section to determine the positions of the interior rafters that include ratchets and Frame shown may differ from actual frame, illustration purposes those that do not. only.All cross-connectors will align with the QH1070 pipe straps 16. Finish each purlin run using a 73.5"pipe(131 P0735) attached to the end rafters when properly installed. positioned between the last interior rafter and the final 7. Verify that the purlin does not extend beyond the end end rafter to complete the assembly. rafter and tighten the cross connector at the top of the 17. With all rafters in place, continue with the cable interior rafter. (See dashed line in the insert above.) assembly procedures. • ._ - . �: i CLEARSPAN"POLY`BUILDINGS' v ..`. CABLE ASSEMBLY Cable assemblies provide diagonal bracing for the building. Each cable assembly includes the following items: • Cable(2 cables cut to length) ATTENTION: Consult the diagram on the next page to • Turnbuckle(1) identify cable,assemblies and cable locations. • Cable thimbles (4) • Cable clamps(4) "Dead"Cable Section Cable Clamps Thimble Turnbuckle Turnbuckle Jaw Cable Clamps i 1 "Live"Cable Turnbuckle Jaw Thimble Section Typical Turnbuckle Assembly NOTE: For each cable assembly, four(4) additional cable clamps are used to attach the cable assembly to the frame. In addition, Cable C assemblies require an additional cable thimble at each lower end to complete the connection to the band clamp attached to the rafter leg. See Side Profile Diagrams. Consult the Cable Diagram on the following page and the Side Profile Diagram in the Quick Start section for clarification and cable locations. Cable Assembly Procedure 1. Using the Side Profile Diagram in the Quick Start section (and others)as guides, measure the distance needed on the frame and cut the cable to the proper length for each assembly. Remember to account for the turnbuckle and the cable length needed to attach the thimbles at each end. (Extra cable has been sent for the cabling.) Make a single assembly before making them all.This allows a check to be sure the correct length has been cut. Make the necessary length adjustments as needed before making additional assemblies. Always measure before cutting the cable. ATTENTION: One(1)turnbuckle and two(2)cables are used for each cable assembly type. For best results and the least cable waste, use the diagram on the following page and measure the distance required for a specific cable. Additional cable length is needed to anchor the cable to the frame and to attach the cable sections to the turnbuckle. Measure and cut the follow assemblies as needed: • Cable Assembly A: 16 cable lengths; 8 turnbuckles • Cable Assembly B: 16 cable lengths; 8 turnbuckles • Cable Assembly C: 16 cable lengths; 8 turnbuckles 2. Place one cable thimble approximately twelve inches (12")from the end of a cable section and wrap the cable around the thimble as shown in the figure to the Thimble right. 3. Grasp both sections of the cable near the thimble Cable and position one cable clamp one inch away from the thimble as shown above. NOTE: Position the clamp on the cable with its U-bolt portion over the shortP'dead"cable section. 4. With the saddle portion of the cable clamp in position on the"live"cable section,thread the nuts onto the U- bolt section of the clamp and tighten slightly to maintain the position of the clamp on the cable. CLEARSPAN"-POLY BUILDINGS CABLE ASSEMBLY(CONTINUED) 5. Install a second cable clamp on the cable six to eight(6"-8") inches from the first clamp and tighten both clamps. 6. Remove the bolt from the jaw of the turnbuckle and position the cable end with the thimble into the turnbuckle jaw. 7. Insert the bolt through the turnbuckle jaw and the cable thimble,thread the nut onto the bolt, and tighten to secure the cable to the turnbuckle. 8. Repeat Steps 2-7 for the remaining length of cable for this assembly. 9. Open the turnbuckle to its longest position and set the assembly aside. 10. Repeat the above procedure for all remaining assemblies. Length of upper cables may differ from the side cables. Always measure length on the frame before cutting the cables. 11. With all cables assembled, move to the top of the sixth (6th) rafter(4'spacing)or seventh (7th) rafter(T spacing) and drill a 5/16" hole down through the rafter and top, center purlin.This is the rafter-purlin connection where the ends of the upper cables are wrapped and secured. See the insert in the diagram below for Steps 11 and 12. 12. Insert the 5/16"x 5"carriage bolt(FAH325B)down through the 5/16"hole, add a 5/16" nut, and tighten. 13. Repeat Steps 11 and 12 for the remaining rafter-purlin position at the other end of the frame. 14. Attach the cables to the assembled frame. See the diagrams below and in the Quick Start section of these instructions for details and cable locations.The cable assembly length and positions are the same for the other side and end of the frame. Verify that the turnbuckles are fully extended before attaching the cables to the anchored frame. Carriage Bolt A f Steps 11;-12 4� C 1} y 3 k w% k 1 P,. Cable A i4 Customer-Supplied Baseboards Cable B ATTENTION:The lower end of �y Cable Assembly C is connected to the frame usina;a 103856 band, clamp. Install the band clamp by . 'spreading the clamp and placing it around the leg of the rafter.in the locations shown in this diagram. and on the Side Profile Diagrams Cable C Band Clamp Locations:The band w in the Quick Start section: clamps for the end rafters were installed Squeeze the clamp into shape on each end_ rafter during the end rafter using adjustable pliers. assembly. } r I CLEARSPAN"POLY BUILDINGS :; .} x . � 7 -7 CABLE PLACEMENT The diagram and inserts below identify the placement and proper way to attach the cable assemblies to the building. Carriage Bolt ATTENTION: Install Do not tighten the cables until the frame is ro erl and " g P P Y a carriage bolt in this securely anchored to the site as described in the Must location at both ends of Read document. the shelter. Apply duct tape over Top,Center cables on end rafters Purim Drill through the rafter to protect the main) and purlin to install the cover. bolt. 4 r. Carriage bolt runs through rafter and top center purlin on the 6th or 7th rafter at each end r: depending on rafter spacing. W. y ` Top, Center Purlin View is from inside the ` '. shelter. r 103856 f 1*11QH1070 Attach the band clamp(103856)above the lowest pipe strap(91-11070)on the end rafters only. Once the cable is attached and the clamp is tightened, secure the clamp to the rafter using a Tek screw. View is from inside the shelter. NOTE: The positions of the cable assemblies are identical for the opposite side and the remaining end of the building that are not shown. Consult the Side Profile Diagram in the Quick Start section for rafter spacing and cable locations. Illy '.: ` CLEARSPAN POLY BUILDINGS ANCHOR THE SHELTER INSTALL THE RATCHETS FOR THE MAIN COVER After installing all cable assemblies, anchor the frame. The ratchets are attached to the legs of end rafters on the Once the frame is anchored properly, continue with these outside of the rafter leg. instructions. Gather the parts: Four(4) small ratchets(#QH1061)and Tek screws(#FA4482)to secure ratchets to the end rafters. WARNING: Securing the rafter mounting feet to baseboards set on the site is not a substitute for Complete the following steps to secure the ratchets to the properly anchoring the shelter.You must anchor the rafter legs. shelter as described in the MUST READ document.' 1. Locate the four(4)small ratchets(#QH1061)and FAILING TO PROPERLY ANCHOR THE SHELTER attach these to the outside of the two end rafters as WILL RESULT IN DAMAGE TO THE SHELTER AND shown.Attach the ratchets using Tek screws (FA4482). MAY CAUSE PERSONAL INJURY. READ THE MUST READ DOCUMENT TO PROPERLY Y ' ANCHOR THE SHELTER. , # QH1061 TIGHTEN THE CABLING The positions of the cable assemblies are identical for the opposite side and the remaining end of the building that are not shown in the previous diagram. For cable locations for your building, consult the Quick Start section (back). 1. After attaching all cable assemblies to the building Tek screw Customer-Supplied frame, verify that each band clamp is tight and secured Baseboard to the rafter leg using a Tek screw. NOTE: If you cannot find the QH1061 end ratchets, verify that these were not attached to an interior rafter 2. Return to the first set of turnbuckles and tighten the during the rafter assembly. Remove from the interior cables. rafters if needed and install on the end rafters. NOTE: Tighten the cables in each section evenly so 2. After all end ratchets are installed, continue with the that the frame remains plumb. final frame check and main cover installation steps. 3. After one set of cables is tightened, move to another FINAL FRAME CHECK set and repeat the steps to tighten those cables. 4. Repeat this process until all cables are tight. 1. Return to the frame connections and verify that all bolts 5. Continue by installing the QH1061 end ratchets for the are tight. bonnet portion of the main cover. These are the four(4) 2. Verify that each purlin splice is secured with a Tek remaining ratchets. screw. 3. Verify that each purlin is secured to the cross connector and that each cross connector is secured to the rafter pipe. See Page 11 if needed. 4. Inspect the frame for any sharp areas that could damage the cover. If found, reposition components or tape with layers of duct tape. 5. Verify that all bolts are positioned with the heads to the outside of the frame.Tape the bolts, rafter joints, and cable connections before installing the cover. 6. Continue by installing the main cover. .. - x CLEARSPAN"POLY BUILDINGS]. PREPARE MAIN COVER Gather the parts: • Pipe 1.66"x 99"swaged • Pipe 1.66"x XX"plain: The XX refers to the length of the plain pipe needed to reach the end of the frame and to complete the conduit. Consult the Side Profile Diagram in the Quick Start section of these instructions for your building to identify this pipe length. • Main cover • Tek screws Assembly Procedure NOTE: When handling the main cover and setting it in position, do not pull on the end straps. They will pull out of the cover bonnet pocket. Do not insert any cover conduit into a cover pocket that includes a pre-installed strap. WARNING: To prevent damage to the cover and to prevent serious personal injury, DO NOT attempt to install the main cover on windy days. 1. Assemble two main cover conduits. Start each cover conduit assembly with one plain pipe and add swaged pipes to arrive at the length of the frame. This cover conduit is identical to the on-center length of the shelter. Once assembled, insert the cover conduits into the side pockets of the main cover. The conduits are used to tighten and secure the main cover to the frame. Consult the Side Profile Diagram in the Quick Start section for pipe identification. a. Locate all sections of pipe needed to assemble the cover conduit. + U b. Insert the swaged end of each pipe into the Y . . . , ...ez plain end of another pipe until the conduit is . t A e assembled. w - c. Secure each pipe joint with a Tek screw. d. Use duct tape to tape over each Tek screw.♦ 2. After assembling the cover conduits, locate the main'cover and unfold it on a clean, smooth surface near the frame. Unfold the main cover with the inside surface facing up and the straps positioned at the front and back of the frame. NOTE: Stretch hem pockets are found on covers for buildings longer than 48'. Cover Ends w/ Strapping \ : -aSide Pocke# \ Hem Pockets-- e rr IWY �hxlo-ti v Cover Conduits ��JeenOte ab0 � Fs _ � v \ r a pocket I 3. Align the cover ends with the front and back of the shelter and insert one cover conduit into each side pocket of the main cover. NOTE: Shelter shown above may be of a different style or length than actual shelter. 4. Continue by pulling the cover up and onto the frame. ix M Ni t CLEARSPAN POLY BUILDINGS ATTACH MAIN COVER 4. Once the main cover is pulled into position, center the Gather the parts: cover on the frame(end-to-end and side-to-side). • Main cover(with conduits inserted) AWARNING: To prevent damage and injury, do not leave the cover unattended if it has not been prope►1y • Ropes (provided by customer)or strap long enough to secured. reach over the frame 5. Locate the black straps at the front and rear hems and • Box cutter or utility knife feed the straps through the center slot in each end ratchet. Operate the ratchet to wrap the strap onto the A WARNING: To prevent damage and injury, do not center hub just enough to keep the strap secure. leave the cover unattended if it has not been prope►iy secured. The ropes can be used to temporarily keep the cover from blowing off the frame. Assembly Procedure 1. To pull the cover over the frame, attach ropes or straps to both ends of the cover conduit positioned furthest NOTE: Cover shown from the frame. Wrap the rope around the conduit a few may differ from the times to prevent it from slipping off. actual cover for your building. Photo shows the ratchet - - attached to the end rafter.This ratchet is used to secure the bonnet portion of the NOTE: Depending on the length of the cover it may main cover. be necessary to attach additional ropes to the cover NOTE: Do not tighten completely at this time. This conduit between the end ropes by cutting a small helps to temporarily secure the cover. opening in the cover pocket and tying the rope around the conduit. DO NOT cut through the main cover. Cut 6. Tie the ropes(or straps), used to pull the cover into through the conduit pocket only. position,to the frame to help hold the cover. 2. With all ropes attached to the cover conduit, lift and 7. Move to the other side conduit of the cover and carry the conduit and cover toward the base of the temporarily secure that side of the cover to the frame. assembled frame. NOTE:Tie short pieces of rope to the ends of the side 3. Set the conduit down, toss the ropes over the frame, conduit and directly across from the ropes or straps and pull the cover into position. Position one person tied to the other side conduit to temporarily secure at each rope. Verify that the cover pockets are to the the cover to the frame. Once side straps are installed inside of the building. This will be the underside of the and slightly tightened, the temporary ropes can be cover when it is pulled into position on the frame. removed. 8. Continue with the installation of the side straps. tom. Cover —Ropes Conduit Shelter shown above may be a different style or length. NOTE: Use lifts and additional assistants(if needed)to help pull the cover up and over the frame. CLEARSPAN"POLY BUILDINGS * T F. INSTALL THE MAIN COVER SIDE STRAPS NOTE: Depending on the where the ratchet is attached to the rafter, cut the strap to the proper length if The side straps wrap around the conduit through slits needed. created in the side conduit pocket.The strap ends of each strap are then fed into each side ratchet attached to 3. Feed both ends of the strap through the slot in the the rafter legs and slightly tightened to keep the cover in ratchet and slightly tighten the strap. position. ti NOTE: Do not tighten completely at Required parts and tools: this time. • CC5391 -2"strap (Photos may show a different strap and ratchet setup. Procedure is similar.) f Frame and ratchet • Tool to cut slits in cover conduit pockets location differ fromactual frame. Steps Complete these steps to install the ride straps: to install the main cover are similar 1. Move to one side ratchet attached to a rafter and cut a however. slit in the conduit pocket above.the conduit and in line with the ratchet. i 4. Repeat the previous steps to install and slightly tighten the remaining side straps. NOTE: Do not tighten completely at this time. Photo above shows using a utility knife to cut a slit above the conduit, which has been inserted into the main cover side pocket. Cover, ;after, and frame design differ from actual shelter. Procedure is the same. NOTE: If ropes were used at these locations when the main cover was pulled in place, a slit in the cover pocket may already be present. When creating the slit in the pocket for the strap, do not F cut the main cover. Cut only the pocket material. 2. Select one of the tie down straps(CC5391)that 5. After all side straps are in place and slightly tightened shipped with the building and insert one end of the and the cover is centered evenly on the frame, strap through the slit and around the cover conduit. complete the following steps to install the PVC cover conduit. NOTE: The following procedure applies to shelters f longer than 48'. If your building is 48'in length or shorter, skip the next section and continue by tightening the side ratchets as described on Page 21. _ �» .x L l IM _ f :° CLEARSPAN POLY BUILDINGS INSTALL THE PVC JJNDUIT FOR MAIN COVER ENDS PVC conduits are installed near the ends of the main cover to provide an additional tie-down position. Complete these Complete this section if the buildi ig is longer than 48'. steps to install the conduit and strapping for the stretch The IPVC conduit is i iserted into nctched pockets at each pockets of the main cover. end of the main cover. Strapping s then threaded around l the conduit and the Endl rafters. T' i=_ strapping is evenly 1. Take:he first section of PVC conduit and feed it into the tightened to stretch the ma,i cover end-to-end. stretch pocket from the bottom at one end of the cover. Insert the plain end of the conduit into the pocket so the Required parts and tcols: next section can be joined to the first. • LJ2842 (314" PVC conduit)and 103620 (1"strap) • Duct tape,Tek screws,and driver for Tek screws • Tool to cut strap, a,I ft cr ladders to reach top of frame, 4 �� , ° " .'I' and assistants to install and tighten strap - ,_ Ak a � IfS '6 "_ 0140MOO Pet, jfs �fo the . ` Arr., y'e v 'x � s :z Photo shows the notchedstretch pocket and the ° _ l installed PVC conduit at the end of a similar main cover. 2. Once the bell end reaches the pocket, take another Photo shows the stretch packet and the conduit and section of PVC conduit, insert the plain end into the bell strapping as installed'for a s.milar main cover.View shows end of the previous section and secure the joint using a the cover as seen when standing inside the frame looking Tek screw or customer-suppliec PVC glue. up at the end rafter. s t":x 4 co : a�„ q r �.•. :: as k �� t � 4f,--nUh - a VE,_ - Or AW k - Photo above shows a si�niiI3r cover and the location of the stretch pocket. Cover s shown with the underside facing up, which is the side v's'ble from inside the frame when the NOTE:Wrap the Tek screw and joint using duct tape. cover is installed. - f 7 cz ...... Y ... CLEARSPAN"POLY BUILDINGS m . �. .> INSTALL PVC CONDUIT(CONTINUED) 8. Continue weaving the.strap around the end rafter and 3. Repeat the steps and continue to assemble and feed PVC conduit working up and over the rafter and downto the other end of the PVC conduit. the PVC conduit into the pocket. 4. Once the PVC conduit is fully assembled, secured at NOTE: Keep the strapping snug during this step, but the joints, and inserted into the pocket, repeat the steps do not over tighten.Also, maintain a even distance for the remaining end of the main cover. between the top of the end rafter and the PVC conduit. 5. With both PVC conduits assembled and installed, verify _ that the cover is centered on the frame side-to-side and end-to-end)and move to one end rafter. 6. Take the rope or strap used to pull the cover and cut a few sections long enough to tie the PVC conduit to the ' end rafter in evenly spaced locations. See example in the photo below. P, ir u E � tom'►Lt �~ ,.: : 'Main Cover Y a. w ad t �cw a -e' T & Photo shows how to weave strap around the conduit inside the main cover pocket and the end rafter. (Cover and rafter shown differs from actual cover.) Distance between the � Temporary ;;, conduit in the pocket and the end rafter is even. a` strap'§?r rope 4, 9. After weaving the strapping, cut the strap and tie it to the end rafter to temporarily secure it. ` 10. Take the remainder of the bulk strap roll, move to the other end of the frame, and repeat the steps to weave =. _ the strap between the PVC conduit and the top of the end rafter. NOTE:The temporary rope or straps at this end can be Photo shows temporary straps tied between the PVC removed once the main strapping is in place. conduit and the end rafter to keep the main cover centered on the frame as the strapping at the other end of the frame 11. After the strap is completely installed at this end, cut is installed. Cover used for illustration only.Actual cover the strap to length and tie it to the end rafter. may differ from what is shown. 7. Move to the end of the frame opposite the end where the temporary straps were tied, take one end of the bulk roll of 1"strapping, and weave it around the end, rafter and PVC conduit. s ,, CLEARSPAN POLY BUILDINGS ���� �• c..-.ww •�e �4�.kSGGerr .,nmrN+.m .. 1 INSTALL PVC CONDUIT(CONTINUED) TIGHTEN THE SIDE RATCHETS 12. Beginning at either end of the cover,tighten the strap. The strapping will pull against the strapping installed at Verify that the cover is in the desired position and centered the other,end of the frame. on the frame. (Loosen and reposition if needed.) Continue with these steps to tighten the side ratchets.. ..: 1. Move to the side ratchets attached to each leg of one -•, �„ `� , ��_. rafter. Begin at an inside rafter near the center of the frame. W 2. With an assistant at one side ratchet and someone at the other side ratchet on the same rafter, tighten the F ratchets to secure the cover. Tightening the ratchets at the same time on the same rafter helps keep the cover centered and results in a Shelter shown above may be a different model and more uniform appearance. length. Photo used for illustration purposes only. 3. Move to another rafter and repeat the steps to tighten NOTE: Maintain an even distance between the end the side ratchets attached to that rafter. rafter and the PVC.conduit as the strap is tightened. NOTE: If the strap builds up in the ratchet, loosen the Also check that the bonnet portion of the main coven ratchet, remove some of the strap, and retighten. overlaps the end rafters evenly at both ends before 4. After all side ratchets are tight, position someone at stretching the cover. Check this periodically as the each ratchet attached to the end rafter where the cover is stretched. bonnet straps of the cover were previously inserted. If the side straps are too tight and prevent the cover g from stretching end-to-end, loosen but do not remove the straps as needed and continue. 13. Once the strap is tight at one end, cut it to length (if . needed) and tie it to the other leg of the same end rafter. NOTE:Cover shown 14. At each end of the stretch hem strap, drive a Tek screw may differ from the through the strap and into the back side of the rafter to actual cover for your secure the strap to the rafter.This helps keep the strap building. tight and in position. ' 15. Return to the other end of the frame and tighten that strapping (if needed)to complete the stretching of the R main cover from end-to-end. Secure the strap using a Tek screw at each end (Step 14). Photo shows the ratchet a, attached to the end 16. Continue by tightening the side ratchets. rafter.This ratchet is used to secure the bonnet portion of the main covet 5. Tighten the end ratchets to secure the bonnet portion of the main cover. 6. Move to the other end of the building and secure the bonnet at that end. 7. Read the care and maintenance information that follows. CLEARSPAN"POLY BUILDINGS SHELTER CARE AND MAINTENANCE Proper care and maintenance of your shelter is important. Space below is reserved for customer notes. Check the following items periodically to properly maintain your shelter. / • Regularly inspect the main cover and panels(if equipped)to see that these remain tight and in proper repair. • Check the cable turnbuckles and cable clamps to see that these remain tight. Tighten as needed. Check the cable to verify that it is not worn, wearing on a frame' member, or touching the main cover or end panels(if equipped). • Check connections and all fasteners to verify that they remain tight. • Do not climb or stand on the shelter at anytime. i • Remove debris and objects that may accumulate on the shelter. Use tools that will not damage the cover when removing debris. • Remove snow to prevent excess accumulation. Use tools that will not damage the cover when removing snow. • Check the contents of the shelter to verify that nothing is touching the cover or the side panels that could cause damage. • Check the anchoring system to ensure that all components are tight and in good repair. i • Inspect all building components regularly. Replace all worn or damaged parts promptly. • If the shelter is moved, inspect all parts and connections before reassembling. • For replacement or missing parts, call 1.800.245.9881 for assistance. NOTE:With the exception of Truss Arch buildings, ClearSpanTM shelters and greenhouses do not have any. tested loading criteria. I I .�Tmlf.sa44 i. � S i ..ram■■■■■■■■■■■■ebb.. ■■■■■■■■■■■■■■■01- �■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ .. � � t■■■■■■■■■■■■■■■■■■■■■■■■■■■fir;;, I = I I i I 4 JJ l y, S I njm y 4 k � w� r r Revision date: 03.26W 23 n r - m a ATTENTION: For end rafters, space the FRONT PROFILE N� - QH1070 pipe straps evenly along the radius Z of the assembled rafter.Attach all QH1070 a straps to the underside of the rafter as shown. V O To space the straps, identify the top, center position and work down to each rafter foot. p0 C_ There are 9 QH1070 pipe straps for each end r rafter.Assemble the end rafters identically to keep the purlins running parallel to each other G1 throughout the length of the frame. Consult the Top Center Purlin Location !! frame assembly steps for additional details. 30R2351 "30R23P2 !.w :d Um. P End: End: QH1070 End: ; QH1070 QH1070 �a Interior: Interior: 102546 Interior: NfN 102546 End: End: 102546 30R2351D QH1070 QH1070 30R2351D Interior: 102546 Interior: 102546 i - %,, End: , QH1070 End: Interior: ; QH1070 102546 Interior: ' 102546 • 104302 104302 End: End: _ _ _ _ _ _ _ _ _ H107_0 p QH3070- - - - - - - - — - - - — Q Interior: Ground Level Interior: 102546 102546 SIDE PROFILE - P1300600R3 5/16"x 5"Carriage Bolt Location k �` 1 �. { f ` i e h lm:s Band Band Band Band Clamp Cl.", Clamp Clamp 3r ,: R .R R R R R R R', �.,. �. ( f 3'-0" f Rafter The letter R identifies rafters 5 acin with a ratchet: . 48'-0"Length y _�4 S} i E,n r a (7)1315075,&(1)131PO735 N. Z; Purlin Run M. O ao C 99" 99" 99" 99" 99" 96" Z (1.66" COVER CONDUIT) H n r - m SIDE PROFILE - P1300600114 a 5/16"x 5"Carriage Bolt Location Z l _ l o IM t t� f [ , 4 �t,N- �, fi. of Band Band Band \Band�?. ClampClamp mP Clamp f -/ R s R R R R R Rt Rafter The letter R identifies rafters 5 aciri with a ratchet. 48'-0"Length (Z)1315075,&(1) 131P0735 ' Purlin Run 99" 99" 99" 99" 99" 96" (1.66" COVER CONDUIT) SIDE PROFILE - P1300610R3 5/16"x 5"Carriage Bolt Location ti p � 4� =, Band Band m Band Band Clamp ° Cla/ P Clamp Clamp \ 3 0„ R.._ .. R R P R� .R _ - - —--- R o R;` R R,: Rafter acin 60'-0" Length V "` The letter R identifies rafters with a ratchet. '4 m a r(9) 131S075,&(1) 131PO735 Il _ Purlin Run - Z O 11 11 11 II " II 11 " 99 99 99 99 99 99 99 48 v (1.66" COVER CONDUIT) Z G1 N P1 r SIDE PROFILE - P1300610R4 ILA Z O 5/16"x 5"Carriage Bolt Location C � - < a I 3 � ay ... a ..... - Band Band Band Clamp Clamp Clam I r Clamp p� 4 _0�� , R R R R_ R R {., R R Rafter The letter R identifies rafters 5 acin 60'-0" Length with a ratchet. .�_ r (9) 1315075,&(1) 131PO735 Purlin Run 99" 99" 99" 99" 99" 99" 99" 48" (1.66" COVER CONDUIT) SIDE PROFILE - P1300700113 5/16"x 5"Carriage Bolt Location i Y Band i _ t Band (..Band I and M Clamp =` - Clamp — -- Clamp ` a Clamp , R R RAll .R _- R R R _ R A 3, 0„ ;ggq The letter R'dentifies rafters RAFTER SPACING with a ratchet. a 72'-0" -OVERALL LENGTH kl MA i[ r {E d 131SO75 1315075 1 315075 1315075 1315075 1315075 1315075 1315075 1315075 131SO75 1315075 131PO735 `n T PURLIN PIPE ,, Z 99" 99" 99" 99" 99" 99" 99" 99" 96" O (1.66"COVER CONDUIT) W C r v z L • V1 n r rn SIDE PROFILE - P1300700114 N _ a z 0 5/16"x 5"Carriage Bolt Location C r M. (Clamp Band _ Band Clamp Clamp Clamp 1� R R R 4 01i "'R R .R R The letter R identifies rafters RAFTER SPACING with a ratchet. 72'-0" , OVERALL LENGTH 'a 1315075 1315075 1315075 1315075 1315075 1315075 1315075 1315075 1315075 1315075 1315075 131PO735 .: PURLIN PIPE 99" 99" 99" 99" 99" 99" 99" 99" 96" • (1.66"COVER CONDUIT) CONNECTIONS . & DETAILS 3. R Purlin Rafter F QH1070 39 x •n End Rafter- Purlin Connection iE Mid Rafter- View 1 I: Purlin Connection View 2 t� rR: End Rafter- Purlin Connection View 1 Rafter 102546 m : Purlin a IA a Mid Rafter- Z Purlin Connection View 2 W C • r v ' z 6) N End Wall Reinforcement End walls must be anchored into the ground! Failure to anchor the end walls as indicated below will void the manufacturer's warranty. Wind force against shelters can be significant. End walls not equipped with ground posts must use treated 4x4s (not supplied) to stabilize ends. • With roll-up door: 1. The end must be anchored on each side of the door. 2. Dig two holes -At each door side, adjacent to end panel, on interior of shelter, dig a 10" x 10" hole that terminates below geographic frost line (and is at least 24" deep). 3. Cut treated 4x4s to height of shelter along door sides, plus 10". 4. With bottom of 4x4 in the,hole, attach top of 4x4 to top rafter using band clamp assembly, bracket for square round tube connection and carriage bolt (all included). See Drawing C. 5. Insure 4x4 is plumb. Fill hole with concrete. Check for plumb again. 6. Note: Fabric will not attach to 4x4. t • With plain end: 1. The end must be anchored at 1/3 and 2/3 the shelter width. 2. Dig two holes -At 1/3 and 2/3 widths, adjacent to end panel, on interior of shelter, dig a hole 10" x 10" that terminates below geographic frost line (and'is at least 24" deep). 3. Cut treated 4x4s to height of shelter at 1/3 and 2/3 widths, plus 10". 4. With bottom of 4x4 in the;hole, attach top of 4x4 to top rafter using band clamp assembly, bracket for square round tube connection and carriage bolt (all included). See Drawing C. 5. Insure 4x4 is plumb. Fill hole with concrete. Check for plumb again. 6. Note: Fabric will not attach to 4x4. Page 4 C END WALL REINFORCEMENT Brucketio Pipe Dmwing See Bracketio Pipe Drawing 0 P ipe Clamp NCarriage Bolt Nut Bracket Wt Carriage Bolt Rafter Customer-Supplied Treated-4 x 4 Wood Post Isometric View Widih of building will vary as seen from inside the shelter. Treated 4 x 4 Wood Post Ground Concrete Pier- IU' x 24" L_J orio fmst line depth Concrete Minimum 3,000 psi Page 8 Equipment packs are designed according to building .` square footage only. Climate, growing zones use, and other factors must be considered when selecting, 7 4 installing, and using fans, heaters, and vents. When in ,. doubt, consult a professional for answers to questions that are beyond the scope of this document. In addition to other sources, greenhouse information is SHELTER AND GREENHOUSE EQUIPMENT PACKS found on the Internet or at your local extension office. Equipment packs help control and manage the interior ATTENTION:To prevent personal injury or damage to environment of many shelter types. When used in greenhouse and shelter contents, always consult the greenhouses, equipment packs improve growing conditions services of an experienced professional before installing and help lengthen the growing season. For other shelters, and using the items contained within these equipment the fans, heaters, thermostats, and vents included in an packs. equipment pack-all help control temperature and moisture and improve air quality. SAFETY PRECAUTIONS ATTENTION: Some greenhouses and shelters do not Fans and Motors: include equipment packs.To purchase an equipment Over heating due to excessive dirt, overloading, poor pack for your greenhouse or shelter, contact your sales ventilation could ignite combustible materials. Provide representative. plenty of ventilation for motors and keep them clean. Whether an equipment pack was included with or Maintain a clearance of 18 inches between motors and purchased as an addition to your shelter or greenhouse, any combustible material. equipment packs help achieve the results and maintain the conditions you want all year long. Make sure that fans are wired by a qualified electrician. • Inspection of fans and motors must be part of routine FREQUENTLY ASKED QUESTIONS maintenance. "Where should I install the fans for my shelter?""At what Check voltage and amperage to see if it corresponds to end of the greenhouse are shutters installed?""Are motor nameplate. circulation fans attached to the end wall?"With feedback Do not install fans or other electrical devices where from customers like you, our support team has provided water from automatic sprinkler systems will shower the answers to these and other frequently-asked equipment motors or get pulled through the fan. pack questions. Our product support team estimates that over 90%of Thermostats: customer questions about equipment packs are answered The placement and position of thermostats within a shelter within these pages. depends on the equipment that the thermostat controls and GETTING STARTED for greenhouses,the plants that are grown.Always consult the services of a professional familiar with how you intend Many factors must be considered before you install the to use your greenhouse or shelter. items contained in any equipment pack. The following All wiring must be completed by a licensed electrician information provides suggestions for the placement and and according to local building codes. installation of accessories. • Consult with a professional.familiar with thermostats, Read and follow all instructions supplied with each the installation of thermostats, and the equipment that accessory (if provided) and follow all building codes specific thermostats control if needed. to your region. If you do not know how to properly install these items, �. obtain the services of a professional who is familiar with the installation and use of similar items and related equipment. i TOWN OF BARNSTABLE s` TEMPORARY OCCUPANCY PARCEL ID 344 069 GEOBASE ID 25052 ADDRESS 20 JOAQUIM ROAD PHONE r HYANNIS ZIP — LOT 16 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 78998 DESCRIPTION TEMP 30 DAY OCCUPANCY #74369 PERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT 1 CONTRACTORS: DAVID J. LINELL JR. Department of ARCHITECTS: Y' Regulatory Services TOTAL FEES: $25.00 BOND $.00 pF tilE CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE . 0 * BARNSTABM • Mass. 1639. BUILDING 9 °ISION BY DATE ISSUED 09/01/2004 EXPIRATION DATE v'' TOWN OF BARNSTABLFs TEMPORARY OCCUPANCY . PARCEL- ID 344 069 GEOBASE ID 25052 ADDRESS 20 JOAQUIM ROAD ?` PHONE HYANNIS ZIP - LOT 16 BLOCK LOT SIZE %DBA DEVELOPMENT I DISTRICT HY PERMIT 78998 DESCRIPTION TEMP 30 DAY OCCUPANCY #74369 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: DAVID J. LINELL JR. Department of ARCHITECTS:.," Regulatory Services TOTAL ,FEES: $25.00 BOLD $.00 CONSTRUCTION OASTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE K �` �1 FD MPS� 39. BUILDING DI�V'ISION BY r ATR ISSUED 09/01/2004 EXPIRATION DATE I 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). FANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 11 1 1 y i 2 2 2 r 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH !� OTHER: SITE PLAN REVIEW APPROVAL Ij WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION, NOTED ABOVE. TION. i � C Y r v '� ^Z L / f I ,f. tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design August 26,2004 Arne H.Ojala RE.,RL.S. Daniel A.Ojala,R.L.S. land court Timothy H.Covell,P.L.S. Mr.Thomas Perry surveys Building Commissioner Town of Barnstable site planning 200 Main St. Hyannis,MA 02601 Sewage System RE: #20 Joaquim-Road,Hyannis,MA -John Rosario,owner DCE Job#02-414 designs Dear Tom: inspections Pursuant to the Town of Barnstable Ordinance 4-7.8(7)the purpose of this letter is to inform , you of the substantial completion of the above referenced site. permits Based on a recent inspection,our firm has determined that the above project has been constructed substantially in accordance.with the approved Site Plan with the following exceptions: 1.The van accessible handicapped sign has not yet been installed 2. The fence on the South lot line was installed on the inside of the 10' buffer,none of the buffers have the six inches of loam and seed,and shrubs are missing from the South and East buffers. 3.The front buffer has been mulched instead of seeded,and there is a six foot washed stone apron in front of the site. lVA-tr 'i�.',e L G n 4 4.The wheelstops are 7.5' offthe`rear fence instead of 10'. 5.The five 3"caliper trees proposed for the front buffer were replaced with three 6'-7' high evergreens. 0 f 6.Drainage: Th 11e3*nd-fiite roof runoff is discharged onto the ground instead of being piped to subsurface leaching. The front drywell,the rear solid basin,and the two 1000 gal. leachpits proposed have been replaced with a single 600 gal. leaching catch basin located in the rear of the site. &I- n/e En D R-4t 4ou,a/V 7.The paved apron extends in to the rear of the building. 4�- k e-AL I hereby certify that the above referenced site was constructed in substantial compliance with the approved Site Plan dated 7/2/03 and revised through 10-30-03 except as noted above. Please do not hesitate to call with any questions or comments. (�f �A�N OF Sincerely, � yG 007 /�� DAIVIEL � A. _ ( ^ 'g OJALA Daniel A.Ojala PLS,EIT 040980 Down Cape Engineering Inc. �O�SS��P� taND SURVEy�Q -e) r`J �IKKE Town of Barnstable Regulatory'Services sni i.e MAES. Thomas F.Geiler,Director ass. 9�prED 39. it 0� Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 15, 2003 John Rosario PO Box 1147 Hyannis,Ma 02601 Re: SPR 052-03 Rosario, 20 Joaquin Road,Hyannis (R344-068 & 069) Proposal: Construct 4,000 sf wood-framed building(4 contractor's bays &office areas) Dear Mr. Rosario: Please be advised that the plan dated 7/2/03 and revised date of 8/6/03, entitled Site Plan of Land In Hyannis, Ma, Prepared for John Rosario was administratively reviewed on August 14, 2003 and found to be approvable. A signed copy of the plan remains on file in the Building Division. cerely, W� Robin C. Giangregorio Zoning& Site Plan Review Coordinator ffi ax In • waluk FTV� - M s ,x'Stis �°am h , , Y � Y u ak.- .. +: �n ,o "�,.. �•, .=.,y,+....-YeaeP`"Y e � ..- .:,},ri 4 ,.. e�F. �. r, •n, k • v a m 11 /04/04 �8 .Joan .0 rn Y Rd H a n ni" , I :r © . r,.�., ,� � G, 1 � ,e �• '�"• i,. 4, a ' 'q/" a.:.� ,. 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" �'"h,.'• �f ''.,:"'� , .,r`�=.r�tT,;":,-..-�:' .x.•�...3�%-� •g7.���'" ,3-•n.,r:''�_''*'etH,� + a� y,a., � �c� •r;a"*� t� .: :?i}{°�. , .`1+r.3.aFr" '�`. !:+T •� ,i,,r+sd+ �"� ry �.'I_"w1",...+,-+i.�"`,� - �' ,L e// ' G, ';rv��,sy��_l�'w► _,r�,<.�t1��x} ».. -i-�;.'�*-• �� ��'1;,.�k.n�`a�.�"��' ,.x.`�'..��',`" �a,,..:-+'N�,� •� .'^' � w�`, , .a �a S.,,h�s�-° d ��?" ,7J,a &��i ,' r � ��...°3� ,wF����� *�" d'�'y. �. "�, "';.,Rim, a�••.i i. M yi, m '� M «� �^�.,;a�� �° JAN 07 E004 2 : 16 PM FIR MITEK INDUSTRIES 3144349110 TOr- ?5084570649 P . 02i02 CITY Ply Type STi04105 IT i COMMON 01 Jcb Reference o tional t.¢ •.ALn40uTH LUM6ER COMpaNv '1 5.200 s Dec 2 2003 MiTek Ineustrics,Inc. Tue Jan O6 1a;56:53 2004 PtigWy^ "•i;,'_"fi. r 1 t 5.4.3 20.0 0 .1s 2&s-10 a0 0 0 At-60 _.._... t'0-8•G 93.t1.6 24.7 1-6_C 6•oto d-7-13 4.7.1g 4.7.13 d.7.13 d•7.1s 6A•10 1 6 0... 6.0.70 M7.1.', i Scale=1:70:7 j OPENING P-0 DESIGNED FOR ` 5x61t ADDITIONAL 20 PSF LOAD + 5.00 12 i': ,'v 4 2xd II .;'ti:S 4x10 y 2x ll 4x1O Q .i` ,��.�: 4.4. 4.4 J+ K 4: 1. Ar A 4x6= 6x10= ex10= d.e- �• :. 600- 6x10 31.7$ 40.0.0 6.11.11 9310 6.11.11 8-4.8 f Plate Offsets(X.Y)+(B 0-4-6_0.2.O1.(L:0.4-6 0.2.O1 PLATES GRIP LOADING(psi? I SPACING 2-0-0 CSI DEFL in ((oc) Well Ud Vert LL -0.22 P-O s999 240 MI120 1971144 ?. TCLL 25.0 I plates Increase 1.15 TC 0.35 ( ) >988 180 TCDL 10.0 Lumber Increase 1.15 BC 0,89 Ven(fL) 0.48 P-Q BOLL 0.0 Rep Stress Incr NO WE 0.70 Horz(TL) 0.12 L n/a nla ^ST Weight:243lb BCDL 15.0 Code ISC2000!ANS195 (Simplified) A I BRACING t LUMBER if TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-2-8 oc purlins. R 90T CHORD Z X 8 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. :ry %4: •. e•. WEBS 2 X 4 SPF No.2 REACTIONS (Ib!s12e) 5=2284M-5-8,L=2284I0.5-8 Mix Horz B=-217(load csse 8) M:,x UplifiB=-634(load case 7),L=-634(load case 8) a: Mnx GravB=2365(load case 2).L=2365(load case 3) i FORCES (it-,) Maximum Comp ression!M2rximum Tension r'�.+.� ^• ( TOP CHORD A-B=0!37,B-C=•4689/1148,C-D=-4418/1061,D-E=-3622!868,E-F=3622l868,F-G=-3622/976,G-H=-36221976, H-1=-3622!668,I•J=36221868,J-0-441811061,K-L-4689!1 148,L-M=0!37 SOT CHORD 8•S%-1164/4311,R-S=•926l3343,0-R=-926.r3843,P-0=467i2654,O•P=-7085843,N-0-706!3943,L-N=34714311 WEBS F-O=-3S4!242,H•p=-3S4i242.C-S=-3881263,D-S=-1031559,D•C7=-7 85132 0.G-O=•4601618,G-P=•46411618, J.P=-7851320,J-N=-103(5S9,K-N=•388!263 NOTES ^.,:... ..,. • i)1Nind.ASCE 7.9c;100mph;h=25t1;TCDL=d.2psT;BCDL�6.Opsf;Category 11;Ezp C;enclosed;MWFRS able end zone;cantilever left f 1- 9 and right exposed;end vertical left and riahl exposed:Lumber DOL=123 Plate grip 001.e1.33. 2)Design load is barod on 2S.0 psi specified roof snow load. FttA OF dl,ty rt 3)Unbalanced snow loads have been considered for this design. 4)Overhang has been design for 2.00 times live load+dead load. d GJ, Ni r, 4ri 5)This truss h-,m been designed for a 10,0 psi bottom chord live load nonconcurrcnt with any other live loads per Table 1607.1 of IBC•00. nT XUEGA NG �" Y"' `'" 6)Provide mccilankal connection(by others)of truss to bearing plate capable of withstanding 634 Ib uplift sl joint Band 634 Ito uplift at a ,'� %,' 1 e. joint L. {.� ) n e CASE(S)section loads a, lied to the face of the truss are noted as front(F)or back( ). S r R�jI'r l IJ�r��.. 7 I the LOAD CAS v ;rat iPP B NO.43283 LOAD CASE(S) Standard 1)Snow:Lumber Incrcaser1.15,Plate Increas�1.15 t v�`0 `;• Uniform loads(pit) von: F-Q=.70(F=•a0),L-P=-30.A•G-70,G-M=-70 pDaRNING•Der�J.de ron parameters and HEAD NOTES ON 7Bf9 AND REVSRV$SIDE BBFOttfo USE. I pcs;n va110 for we only W!th Meek COnnectcrs_Th'%1e619n is based only upon parameters shown.and is for an Ind!viduof bullring component to be •;!'`a ':, insloilea and toodal verlically.Appficablllty Of deign Darametors 0A8 DrOOer incoroorollon of comoonenr is re3DOnslblily OI bUlldlnp designer-n01}fU3S +nolM1 IS for Iorer0l sUpCCfI Of L1cjmcu0!wob.members Only.Additionol temporary bracing TO Insure ntle8lnAavrFrg construction n rti rS the de.°i!�ner.BrocInG. buildingQ g rCspoAslblllry of Ilte ereCTOr AddltiOnOl Derm0ne11 bracing e(the averolf sifuGNre lS tA0 re9DOnslbirry O.me X rCspoding ry of he e cTct,y COntrcl.staro52G,delivery erGCTion and bracing.consult Qs-ss Qudlly Standaro.OSR-89 Bracing Specllleaian,and KIB MiTek }q_ Honalln9 Installing and Brocing Recommondaiton ov0ilcb4e from Truss plate Insillute.553 J Onof6o Drive.Modison.Wl 53719. ** TOTAL PAGE . 02 ** �oFTtte lo,,, Town of Barnstable Regulatory Services �BA 'E'�` Thomas F.Geiler,Director E16 a. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property \ hereby utho w to act on my behalf, in all matters relative to work auihonz'e'dbytn building permit application for(address of job) e ( S' nature of Owner Date j Print Name i COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET N U4DS square feet x$140.00/sq.foot= x.0061= F ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq. foot= X.0061= RAGE BUILDINGS ONL square feet X$32.00/sq. foot X.0061 ° 1 f .,.. d, 'Commprojcost O * ..•� F p C 71. 000*15F S r UnIWIMOROGUL=-ATIOINS I�IE�ns�e: CC�'N�STR'll,�T17SN�;SIJP�RVI�p'!� ' Ni�ni 0718©7 i I Tr,no: 3481 DAIUID J LINi14 1_ 59 FAR+ U®A�I��® ' YARMOUI'H07, Adir��rfi��t5for yF ' � �y :�;.3#;Rik:_• •^�{�� _ '.ii •' �>. , ,- ^•.: a. _ O �%y¢:1: <};}:{'' #:} :•<$;•f#: .a<<.,•t�� ,�q' `>.•:fis ey l�f� ^':•:�` . lS•• �y �:;} R •ps_. .:::.. :•`}}.,.}•?3 ..�.ya�',C', 3::, .{�ra: ;;:f (� py yq.%?y :..C.�, ::;ky`i :{ii�•1••y ►-1 1-r LL O .� .'7+ O � 'sp,:;»c A3xs#: �:....: :??{nt #2.}•� �}c � �tff,4:gYv :;f pl :<,:5. `'i2;`'fk ��7y 2, a:f:? 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'v: ?''f �1 }`'<: fi:.>:;o +:r.��.�: :;';d#fyyFE.. ? •. ;.3y .y��':y l%;'�. �'. i, 4 �( ��pp � ''::Xt• '-vim,';.,. �' O NEI roll bs % p D p '? �r{:%' ¢_ rori•%:Y,.•vt; r:••42jC :.•,'',,'• :'t2�r � � � �1 3'<rx . :. :�- �? .4w � .�.. �.: �, }• tin O ,?+. �i Bel "MI .•�. :jyQ�y yr [p�� V .� � ��•'+''•' 3� r :G`�j. •'f'bh k. �� ':`#Stye; :••'%:i'•`{•• "y+: S. s`y�S'h.:7 : r.+ `r•, � r;lij 1 S:;k'+.;�: i�..:':.- :%$f?:T:'. .�'} �rtt$. y;,:•. .6•r.;d >'/, r5:: �•: fir: .�•_i'rE''• ,#::;�;:; iigy�/ :�i�# � $n%. XY•� .�. ���C 'a�;: r' .��r T}, .y; f.:.C;'rti �G�q: r{;. }sy'.:�3.• ,.}''�}�,'••.�' :$�.+s?sx: � �,� .# :�i3:�+�/+,:: �:��y'�F�`� ?.�,,:#;Y+ R; • ,:3 inn; . , ••'•::::try`: '. �� -:�.•':' 'r. : +};:a�x:. �uxv Rt. �:�.•:'%�?'' � .<;f•,•: '•�;{kt: •`:;" : :33;::}.{+'•r?>v r $':ir` •,: fX•:c+r.. #?' +t:+rr.'•, R}:E}? :;:{ .v+:+{•Tro•{•`::;:•:•.• f: :+•;i' x•S .t#=:iT:rj•3 +•}:'•S••T: ?•:'?''::S .•Tr• ;;+•fS:s ?•;:++t:rf' KvT�� Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all-employers to provide workers' commensation forth:ir employees. As quoted from the."law', an employee is defined as every person in the service of another under any cam- of hire, c.,cpress 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 enraged in a joint enterprise, and including the legal represeatarives of a deceased employer, or the rcc.-n'er o: trustee of an individual, partnership, association or other legal entity, employing employees. However the owners a dwelling house having not more than three apa=errt�and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, censtcucd=or repair work oa such dwelling house or oa the oro mds cr building appurtenant thereto shall not because of such employment be deemed to be as employer. MG L chap= 152 section 25 also states that every state or local.licensing agency.shall withhold.the-issuance or renewal of a license or permit to operate a business or to construct buildings is the wmmoaw any for y applicant who has rritil the not produced acceptable evidence of compliance with the insurance coverage rewired. Additionally, erfozmance of public wow umil ealth nor of its political subdivisions shall cater into any contract for the p Pu commnaw �3' P aca with the insurance requires of this chapter have been presented to the acceptable evidence of coarplia rtinr authority. - .Applicants Please fi11 in the work=' compensation affidavit completely,by cbex-1-ing the.b=that applies to pour sictaatioa dad suPPlymB coanpany names,address and phone mmmbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accident$for o oft ca�gp• Also be sure to sign and date the affidavit. The affidavit should be returned to the city or tow nthat the application for the permit or license is being rcq=sted,not the Department of Industrial Accidents. Should Y=have nay�= the "law regarding "or if 3-ou ate to obtain a worl='catapcasatiah P�'Y�please call the Depattmcat at number listed below. . City or Towns - — axlni ;has provided a space at the hot= of the Please be sate that the off davit is complete and printed lcgt�ly. The Dep P� � ficant.. pose affidavit for your to fill out in the eveatthe Office of -has to contact you regarding apP . be sure to fi11 is the pcimit�Iiceas0 number which will be used as a re ===pri er. Tlie affidavits may be rctmmPn t^ the Department by mafi or FAX unless other a=Z==ts have bona made. M=Office of Investigations would Mo to thank you in advaare for you cooPcrafina and should you have any questions. please do not hesitate to give us a call. NMI Tbz Department's address,telephone and Emnuniber. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of lavestleatlans 600 Washington street Boston,Ma. 02111 fax#: (617) 77.7-7749 phone #: (617) 7274900 erL 406, 409 or 375 I Town of Barnstable Regulatory Services 9 BAMSTAIBM Thomas F.Geiler,Director 16;9.�06. Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 56-790-6230 August 15,2003 John Rosario PO Box 1147 Hyannis,Ma 02601 Re: SPR 052-03 Rosario,20 Joaquim Road,Hyannis (R344-068 & 069) Proposal: Construct 4,000 sf wood-framed building(4 contractor's bays &office areas) Dear Mr. Rosario: Please be advised that the plan dated 7/2/03 and revised date of 8/6/03, entitled Site Plan of Land In Hyannis, Ma, Prepared for John Rosario was administratively reviewed on August 14, 2003 and found to be approvable. A signed copy of the plan remains on file in the Building Division. cerely, III-tb Robin C. Giangregono �� v Zoning& Site Plan Review Coordinator I t Town of Barnstable Building Department - 200 Main Street t BARN&rABIE, * Hyannis, MA 02601 MASS. a.�' (508) 862-4038 Certificate of Occupancy t . Application Number: 201001073 CO Number: 20100027 Parcel ID: 344068 CO Issue Date: 03/12110 Location: 28 JOAOUIM ROAD Zoning Classification: -SPLIT ZONING Proposed Use: OEVELOPABLE-LAND Village: HYANNIS Gen Contractor: PROPERTY OWNER Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: Building Department Signature Date Sign id � ;� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION G � � O 69 Map,,g 4�4/ '. Parcel Permit# ' 7 �l 3 6 Health Division � 3-' 1 �� �7 Date Issued 9 -7 dr Conservation Division ,'3 u 03 Applicati Fee �D�,60 Tax Collector Permit Fee 7 5-0 Treasurer ►` Planning Dept. ng Date Definitive Plan Approved by Planning Board l d �+ WAND Historic-OKH Preservation/Hyannis /Yp REOULATIONS Project Street Address ,� o e�a u ► r� Village / Owner �e a G u L ►^� p S W yL C a f 14 Address �44a a !��r-ftc. 11 Gv Telephone no -7 Permit Request Square feet: 1st floor: existing 0 d proposed /—b/Lnd floor: existing �p proposed _At �2Total new - Zoning Zoning District- 06 Flood Plain /- Groundwater Overlay Project Valuation _/ a o d-e Construction Type _ �y • Lot Size t 412 oC/� *,9 Grandfathered; ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Yrfo On Old King's Highway: ❑Yes 444-0 Basement Type: ❑Full ❑Crawl ❑Walkout 010ther Basement Finished Area(sq.ft.) 41 e- Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Z Number of Bedrooms: existing led-Rew Total Room Count(not including baths): existing -A- new_/Vtf 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 Z als Authorization ❑ Appeal# �P iV Recorded❑ Commercial ❑No If p ,es site Ian review# Y Current Use Proposed Use x¢'lt/a U .s 6 l BUILDER INFORMATION Name Dkr£ Li* c `L Telephone Number -3 0 Y zI V Address 14 A Aft /_ 1 License# fJ 7/5-0 2 ob7 1- ?5�Home Improvement Contractor# Worker's Compensation# � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T0, � � � --.�' SIGNATURE DATE O'-? FOR OFFICIAL USE ONLY •,&ERMIT NO. 74 - J DATE ISSUED " MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME rr7 o / y � INSULATION //V S 0 p/C 7/j c�/p l W oz 57 %tf-Al FIREPLACE ELECTRICAL: ROUGH FINAL, PLUMBING: ROUGH FINAL , GAS: ROU FINAL - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN N W v 1 August 2004 September 2004 gS M ,T W, T F S S M TAW T F S 1 2 3 4 5- 6 7 .� 1' 2 3 ,4 V1/2C1 n2Sda)/ � 9 30,1112 fI 14 5' 6 T,8 910 11 - 1516171819 20 21 1713 14 15 16 17,18 �22 2 3 24 25 26,47 28 19 20 2122 131 25 26 27'28 29 30 7 am p 00• Customer Address For Per# Electrician r 00 9 Kempton Nickerson 5,04 Pitchers Vay Service 78 7 Tom Gibson 44 10 00' Troy 44 Vine Fin 68820 Richard Rooney Todd Nash 1 216 Gteneagle Rd Rough 78474 Michael Le Blanc 00 Tom Kennedy 571 Willow St W. Barn Final 74904 Owner 11, , Terrence Heng 160 Point Hill Rd.W. Barn Rough 78495 Brian Smith pm Davi arella —" —7TScud"der Lae Rough 78473 -MichaelL-e-Btan � <`= Kerry Brandon 54 Scudder Lane Rough 78490 Terry Karras 1 00 Randall Henderson 56 Bone Hill Rd. Barn. Final 75689 Neil Schoener Henderson Golf Cl 35 Marston Ln. Barn. Rough .77042 Richard Patton 00 John Rosario 28 Joaquim Rd.}iyannis Final 76488 John Linhares . 00 5 00 Y6 o0 Amara,William 1 8/11/2004 9:27 AM Town of Barnstable ��F Sl�E Tp�y Regulatory Services • Thomas F.Geller,Director Building Division 9� abg9 1�$ pTFD � Tom Perry,Building Commissioner ` 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER �� (Permit required in order to proce�sss inspection) Toda 's Date —16�0 L Requested Date of Inspection y O U-N l4 A P-L� hereby request an inspection under Mas � sachusetts General (Electrician) Law chapter 143,section 3L and 237 CMR 4.02(3). The installation is complete and ready for inspection at � g XOA � Vtm SAW (Property Location) Type of inspection requested: Temporary Service ❑ . ervice Re-inspection Z ❑ . p �Y � Excavation ❑ Rough Re-inspection ❑ Service Inspection L ❑ Final Re-inspection ❑ Rough Inspection for E Final Inspection for l k ❑ o � � owner or tenant Q ft),.j RZ �o!'{-e� `f C>lt�•tS Licensee's name,address,and phone ��� 6,G License number t 34zt'1 —Lf Licensee's Signature -------------- T1zis section to be completed by Barnstable liispector of Wires ` . Inspection date___------ []Approved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code: rt f Town of Barnstable pSHE Tpk, do R.egulatorY Services _ Thomas F.Geller,Director YAM Building Division OM Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 - Fax: 508-790-6230 office: 508-862-403 8 - RE VEST FOR ELECTRICAL INSPECTION ELECTRICAL FERM(T NUMBER X L/ (Permit required in order to process inspection) Today's.Date Requested Date of Inspection' hereb ie est an inspection under Massachusetts General I,��fret y I, � , . (Electrician) Law chapter 143,section 3L and 237 CMR 4A2(3), The insta}j�a-tiaa is Oemplste and-ready for inspection at (Property Location) - Type of inspection requested: S e Re-inspe t' (� Temporary Service [] Rough Re-inspection (� Excavation c , Final Re-inspection Service Inspection Rough Inspection for Final Inspection for t Other owner or tenant , Licensee's name,address,and phone ��L f;�(✓ -' License number 3�L Licensee's Signature z,t 5L This section to be c mpleted by Barnstable nspector of Wires inspection date pproved []Not Approved This work was not approved for violation of the following Articles an6 Sections of the MA Electrical Code: -� Commonwealth of Massachusetts uttwmt use Unty ilk Department of Fire Services Permit No. BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked (Rev. 11/991 leave blank) . APPLICATION FOR PERMIT TO-PERFORM ELECTRICAL WORK .. .. .All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 C v(P,-l2.00.' (PLF-ISEyPRDVT ININK OR TYPE ALL INF0P.VfAT101 ., Date: "�-10''.6 City or Town.of:. Barnstable _ To the Inspector of Wires: r' By this'apptication'the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) (T� �)i17 M 3 7 Parcel ®-�v1Vl� �.._.... Owner or Tenant Q 1 �__. Telephone No. Owner's-Address'" R`110V-PVI-3- .. AI .di a 44 f _ Is this permit in conjunction with a building permit?— Yes ❑ No ❑Y (Check Appropriate Box) Purpose of Building e4oy4!6Xe44?-- - Utility Authorization No._132.6'3 L1 , Existing Service ~ 'Amps. -Volts Overhead ❑i Undgrd ❑ No.of deters New Service Axtps �ozD `�SED Volts_ Overhead Undgrd ❑ No.of Meters Number'of Feeders and.4mpacity Y Location and-Nature of Proposed Electrical Work: L PL 'Li/lt2✓��- lJ/�f . lesion of following!able jnav be waived by the Inspector of Kres. NO.*Recessed Futures' No.-Of Paddle Fins`" � ""' 1 0.of Total .. Transformers KVA No.of Lighting Outlets No.of Hot Tubs_ Generators KVA No.of Lighting Fixtures �� Swimming Pool rnd.Above n- ❑ i o.o mergency ig trng 1: rnd. Battery Units No.' f Iteceptacle_Outlets • ?Yq,,of.0il Burners... _n._ . _' _ FIRE:ALAIU�IS_ No.-4 Zones A. No.of Switches_ __.,, No.of.Gas Burners -,• ---- ' o.o � election an � - _ , C, T Initiating Devices: No.'ofRanges ---- - No.of Air Cond.-- otal..., _ No.of Alerting Devia _ C 'CO Tons No.'of Waste Disposers-" eat ump- . um er ons --� t o.of e - ontain - -xm X Totals: _ Detection/Alertine De ices '-"3r ` Vo.of Dishwashers M �- .. _v Space/Area Heating'KW Local;❑ i utuctpa ,0.;0t Connect _ . . _ _. .. security stems:No.,Of Dryers f Heating Appliances KtiV, tY y - �- No:of-Devices o E uiva Net to t o.o ater t o.o ► o.o r 4- Heaters-; --- -Kw-- -- Data Wiring: `-SI ns ---- - ----Ballasts- - - ".No:of Devices or E uixaleat No.Hydro-massage Bathtubs Norof Motors--^•--•Total HP,- - • e ecommunications Wiring*- _- No.of Devices or Equivalent FTI�ER. AIlac/r additional detail ijdestred,or as regtred.by the%upecto r oj'lVir its UR . INSANCE COVERAGE: •Unless waived by-the owner,no permit for the performance-of tleci�rical woik ma�iy issue unless the licensee provides proof of liability insurance including "c omple ted oper t on'co_ve.r.a gc_pr is su_bstantal equivaent Th e undersigned f ' ._ _ certifiesthatsuchcoverageis'- o ,andhiiiiitedproofofsametothepermitissuing'o�ce.CHECK'ONE INSURANCE-M BOND MpTHER ❑ (Spttctfy:j•� '" -- Estimated Value of Elect iE-pirallon Date) `meal-Work " j r f�i�'t' °' (When�requiced'by municipal policy'. ' Work to Start:S-le'd V Inspections to be requested to accordance wtth 1VIEC'Rule 10,and upon completion. I certify, under the airs and penalties o er u that the info m: itiun one this application is true and complete. pettaltitt fP J ry� _ �'mi NAME: tNtftif72 ' LIC.NO.:. Licensee: Signatu a LIC.NO.: (If applicable, enter"exempt"in the license number line.) Bus.Tel.No.: Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER:.I am aware that the Liceoffee does not have the liability insurance coverage normally required by law. -By my signature below,I hereby waive this requirement. I am the(check one)❑owner owner's agent. Owner/Aoent Jnppppoon.Log I v Ins pection Type :Date Results Inspector Tem2orary Service, Excavadon-'Ii;'11-- .- Service Partial Rough -Complete:Rough Partibl-Tifial (7 Complete-Final m'- .1 _. , t :_ _ _..__...M � . _•. _ PoorB66d;'' Poo(-,,F ihal'" '(kher(Specify Ty0e), -'Ih, 1 1 T 5. I-V if"i: 0o 016ii6be"aWsed that all inspection requests shallieither be via facgimile j,prIelepho6e, in order to be placed on the schedule.,, jelt,(508) 662\7-4089. Fax# (508) 7,90-,6230, n-u; I,!-- n P. i - v l' IMF" i v- A w.. • m. .,. * ...: Y�'.. .+-- �,.,w,...�r^r �-�.;.� ., � -_'_� ""'<#. "^���, e 'er+"-;-t�»=r,.� w^."Y^.. •:�;�„'"�^"". •' �.: _ rr,-- ^�..,,.�.-. T ,z-,�',,,o+, -• � M+•, ry t �•' a.,Nw.�� »a,:r,�tl6 ..�. ,a �ct�m� �,:t..ua�.,� � � "e„r l.Ga'R z a, -'`.,r. ,•. ^..1 '"µ a ,,,ti.. ` ro ,.. J'• s -=c" n` "a ._ �.`+� , .. .... � w .. wy„�' •. ".. ,:""` � h re, .Rr e•,.» bxv.. :'4:y+ "'"n",� a•,a• is"a�'� }� �� -� � s> '. .a :5� �wr�,� •r}ts *� ��' r ....� �µ��o� � _ Fes`- � �_. ym "x«�...-.�,'"^�,4"'*,. „+� �....prt m "; x �-•••w* _:_,. s ,;: .. ;�.w. �� 4'* ',-�. e'�'1w'�?.', �a�a �`�s'�s""r:.'�'.."!.G=�T. ,2°-` '. � �w ��'i.a.,L - ,,_-.-'� .TM 'T;. , n• .4' .C'�t �"►y,- .•r,„�"•`^ f�Rr. .^ p; �.Jr"��'�' � �N •s �'a� »,Sa!ll �' .M Tz'• _ a. '•,.' A .�TI,Y f'� i�.i:4'� ,�•��/ "T^ !s'A�� �:.�� Y..:.. R � » � R ty U�y,u' '� aR'W Seo-Y.u.,..+ e�� ]..! .i""_ � ^rw .: " is _ � 4 e • , ��� ' *- . Mom. r 9rf,y;}� �9��ftr�i r� ;���y^�„`C u�l'CQ•h i.C'.7je�r�iY��°�h� s A,��+k����4. jd 'e".. a.�4^.s e4 y� � a. • A L ";, ,`kt• w.,< +:.r.-S ,;+ ,.-.`,1 * 3,r t ^ y�c, f �' , w-•s '}�: �� _ , ,.� m�• .M .'1 ..: t�_w.,. ,•: ��,. "' »-in i a�r�'�*.sa•"k' �7:• -+�.*y$-g.4` 't ':ate,- .�.6.h'+k' ,.,. y+.� ,.• y k � �.. !Iv 3 ,. �•,: '�" x� - ?.,,"^y-.r+°..r.�� �x,� ate:.,•,�' s, _ ,a,•,_ �r^"+�� ��s.. ' ''* '.a- .A . , ; ^. .,�,"+"�•- .:.s•�`�"�t ivy V�.. ..-^ � � ,..k` .�'�.rx <`"'@s°:—...s,.rrE^'`$�t" -•'":.. ^s<: / 1_ �e� _ �''�"%�.. �K .. n �,,+', ,�o,��i,,o..•_•.• ,, `K 4q '.t 7R �� �`,+es,.{:,�"-�f,.` '�..-'•;w�C„�i K, ��. �+�s�' "�i.^t.y tee' .r* 'r'p ,: , �aY�s:. ,��.,.e e,'.w,►tick'. i\.� »1 "'a. +K- ' .-`��'"^ ## e'�.rw�+ r'�.. „=r ^y., �nL,B'T"'����'°+�aC"_,��`..,•"? 1�°1..`a_w.. ZO-- -; V,04-�- w s -�ro„ `"!. +.rw ��"��w�tr .c.•�i, +'.6 ..a..... •�.,, ��v�� �;,+�� F � ���i»+'-•'�..r- �� � ' Y' �fifi � ",a "4,. ;a 'S'�k!W[` � .,Ai•y,e, �,.. � ',�'4�..,'" "',•Y '.'}b, �,r*,,"'�`�S°y#3°'",c r. �j,.�.�,'ai'."�•w �� r"`�.-�u «y►.. `'•� "t.'�, � �9 - '! • . �� f'*" �'' - _��v� '�t':+.. .,�o. .w. -� . � 9+' �� R r' 5,�� a'�"c�• ���.=s ^�i�YT �.G"kwt�-, k, - �� .1'Yr°�#'!""� r:�� r l.'�p°'y,.� :ti`• �� .,o�. � ,�a �,.t'1€+,� F we �•. -. � _� s'�k_:�,�' � � ��� �."��,.:. rt Town of Barnstable Planning Division Thomas A. Broadrick,AICP 200 Main Street,Hyannis,Massachusetts 02601 Director of Planning,Zoning, Tel: (508) 862-4786 Fax: (508) 862-4725 &Historic Preservation October 22, 2004 AB Auto Sales Anibal Barroso 149 North Street Hyannis,MA 02601 Re: SPR 078-04 AB Auto Sales, 28 Joaquim Rd,Hyannis (R344-068) Proposal: Establish Retail Sale of Used Autos in Bay Dear Mr. Barroso: Please be advised that the Building Commissioner approved the aforementioned proposal on Oct. 21, 2004 at the Site Plan Review meeting with the following conditions: The applicant is limited to no more than 4 display vehicles on site. Two display vehicles shall be stored inside the bay. No washing, detailing or vehicle repairs are to be performed on this site. In the event that you have additional questions you are welcome to contact me directly at 508- q Y Y 862-4027. Sincerely, Robin C. Giangregorio Zoning& SPR Coordinator TO ALL NEW BUSINESS OWNERS DATE: .M2 , ¢ •r. Fill in please: APPLICANT'S ,m � YOUR NAME: 6SD_ y BUSINESS � . .: � YOUR HOME ADDRESS:_ '-i n/ ?-j_G'f" TELEPHONE -- & g ` w. Tele hone Number Home15 NAME OF NEW BUSINESS TYPE OF BUSINESS rOR 'DEALS IS THIS A HOME OCCUPATION? YES NO ` Have you been given approval from the building division? YE NO ® � r ADDRESS OF BUSINESS D MAP/PARCEL NUMBER ` When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below,you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall). You MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) and you will find the following offices: 1. BUILDING COMMISSION OFFICE This individual ha een info a of any permit requirements that pertain to this type of business. A horized Signature** COMMENTS:, Z ;p IQ�2 n 1W4 +-7``esI ( 4- , 2. BOARD OF HEALTH This individual has been informed ofthe permit requirements that pertain to this type of business. Authorized Signature N R o �R AFFAIRS (LICENSING A THORITY) ai ha en info d of the I'pens g r uirements that pertain to this type of business. 3 0 Authorized Sig **r SS naturDeW160Gyltk Zonto Z > a 3 I ixo ° (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. 4 2 N ° permission to operate-you must get that through completion of the processes from the various departments involved. o.- m r, `? rn VAL FORA BUSINESS CERTIFICATEONL Y. s U C:(n d N N g+. m ° .5 0 00 I oet ./ o p x Q 2 4"OSCH40 ROOF.DRAIN - LOD I -� TO ROOF DRAINS 2 MIN. 4-FLANGE - 2951 3ARON,I BROCKTON, MA MINIMUM GRATE WEIGHT: 215 LBS. 1�J5 (H-20) PASS AREA: 255 SQ. IN. ,0 LBS 26" � 1 IROOF DRAINS 00 NOT TO SCALE 00 C� (� 28.1 1CCUS V SOT TO-SCALE 30 0 2.9 Jx � � 20 4 / / A o 0 1' sr0 E s TH 1 A N 9,7'YP fkISTING ID/At .. 100 29.4 w 1= Srp 29.0 2.91 e ...�� 1 Q ` 12 29.0 of c wry N ` 10 ` YED :APRON TO LOT LINE r O WA (JYP.) �0T `T p 0' / 1 12 1 oil. o / Y 00 O i,.,�I PROPOSED DRY WELL / "o . 40 ` -►` 1.000 GAL H-20 S74. '9S_ 29.3 6' DIA. .LEACH PIT / 42'02'E INV. ELEV. 26.6 W/4/ STONE AROUND .' .` p 4 F ON 28 ES ' .,.` PROP, 9 ® 27 EES � . - fl I26,S TAB/K ;�o� �1 N to IV- izj v- , ST EET '#20� 10.0 / fM 1 Z LOTS 9&10 AKA ' f 8.83' �oo.Jtu Q I (LESS 7' STRIP) 2&3 l � w aim it v o LCP 42370A TH1 / a��ti s� 2 30 0.6136 AC ±26,728, SF ,. a� o PRO ED GRAVEL u 0 ARKING AREA Qa ' I, 4 0, co J AC RE'pR �, o z z .z. 185 . n'' OC�SSFO ASPyACT� _ ? PRECAST . n N WHEELSTOPS SMOOTH `.� DELINEATE PARKING TYP. EXISTING BUILDING / ' / ��= VAN ACCESSIBLE h f 6000 SF NOTE: VAN SPACE / TO BE REPROCES`. I OFFICE 1350 SF SLAB ELEV.=32.0 �� TO A HARD PACKE RETAIL 450 SF = 'Y REF. 521 CMR 22 w,,REHousE j LOTS 1 1 , 12, 13 1 42,00 SF LCP '42370A / 43,224 SF t 0.992 AC t / I 'lE rLAN ; 20 0 20 40 60 Feet SCALE: 1" . 20' )ERGROUND UTILITIES SHOWN ON THIS PLAN IS f EXCAVATION ON THIS SITE, THE EXCAVATING. REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE PARKING CALCULATIONS: OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ION AREA FOR VERIFICATION OF LOCATIONS. COMPONENTS, AND METHODS EMPLOYED ON THIS OFFICE: 288 SF (1/300) = 0.96 SPACES 2'.•r 10° 33 i'`4" DATE: 1/21/03 11 AM 3/4" 24 BUILDING DOWNSPOUTS 4" LOAM & SEED ALL DITURBED 24 1 LOCATION: TH1 EXCAVATOR: ELLIS BROS AREO:i (TYP,) 4 B.O.H. AGENT: DAVE STANTON P#10,417 ASSESSORS MAP 344 PARCELS 68 & 69 ENGINEER: ARNE OJALA PE ELEV. DEPTH ADDRESS: #20 JOAWIM ROAD, HYANNIS, MA / CLEANOUT 30.3 0.0, TITLE REFERENCE: REF. LAND COURT CASE / TO GRADE %. I, r FILL OWNER JOHN ROSARIO \ i r� I t' BARN STABLE\ \ S E 41 p 0 ��� p 0 _ EWE ., / � / LJa 0 C, ..� LJa � 2 APPLICANT: JOHN F.OSARIO MUNICIPAL � SECTION A- A I� �1_1 AIRPORT ❑p�0[ I� 0CIp❑ B- LOAMY MED. SAND FEMA FLOOD ZONE: C 1-*1 A I o o cJ 1 m. ci . o A 10YR 4/4 GROUNDWATER OVER LAYi PROTECTION: WP ZONE 4"0SCH40 ROOF DRAIN MINIMUM FRAME WEIGHT: 3-FLANGE 255 LBS. \ \ I 26,8 I TITLE 5 FLOWN OFFICE STORAGE USE NO GARBAGE DISPOSAL ALLOWED TO ROOF DRAINS 2,:; MIN. 4-FLANGE - 295 'LBS. t N ❑oFXI I_-]pip❑ / ov I a o a U OFFICE: 72 SF X 4 = 288 SF (75 GPD/1000 SF) 21.6 GPD MINIMUM GRATE WEIGHT: 215 LBS. d I cv BATH: 36 SF X 4 = 144 SF X (0 GPD/1000 SF) = 0.0 GPD MANUF. LeBARON, BROCKTON, MA DoF]o ,oF_1p� PERC 2 MIN,�IN WALLS: 280LF X.67WIDE=188 .SF X (0 GPb/1000 SF) = 0.0 GPD MODEL: LT 105 (H--20) o o ram_I p r-1 o BOTT, AT 80 PASS AREA, 255 SQ. IN. I 24'GAL IN $ MIN. WEIGHT: 430 LBS" I p p III p p .t STORAGE:.845 SF X 4 =3380 SF(50 GPD/1000 SF) 169 GPD 26 [ Ct L M/C SAND & GAVEL LOCUS USE 200 GPDDESIGN FLOW GPD / ROOFDER ^ IN 10YR5/4 330 RULE: 0.6136,AG. (330 GPD/AC.) 202 GPD ALLOWED O.K. 1 NOT TO SCALE SEPTIC TANK: 200 GPD (200%) 400 GALLON RED. (1500 GAL. MIN.) 1L. USE 1500 GALLON H-10 SEPTIC TANK ao 1 1/4° 4 1/2" 20.3 120" USE Cl_ LAYER CLASS 1 S6ILS FOR LEACHING <2 MPI = 0.74 GPM/SF LTAR ' BOTTOM 24" LEACHING: 200°GPD/0 74'GPD/SF =270.3 SF LEACHING AREA REQUIRED. ,>•y�� TYPICAL ACCESS C Y ER f 2q 94 tig'/ NO GROUND WATER ENCOUNTERED USE (2) r3.5'X4.83'X `2'EFF. DEPTH LEACHING GALLEYS W/ 2.0' STONE FRAME AND GRATE + gSPygCT 4 AT'SIDES-AND 67'.AT;ENDS" (18.31' X 8.83' OVERALL DIMENSIONS)" --•"-^" ■-� TH2: SAME AS TH1 ! ,. NOT TO SCALE �!•�30.0 . •�.��. .;�, .s, �, < ?g '• „ , „ BOTTOM -CAPACITY 18.31' X 8.83' = 161.7 SF X 0.74 = 119.6 GPD • .L .a. 26" K LOCUS MAP - - -Q �8.83 ) X 2.0'= 10$.6 SF X 0.74 80.4 GPD 2 , ,• '� �; SIDEWALL 2(18 31 270.3 SF 200 GPD O.K. SCAI.Es 1"- 2083' (1:25,000) TH 1/� , E ` 9 .ROLE: 0.6136 AC. 0 P _. ..,= 202 GPD ALLOYED O.K. / y EXISTING 10p, j,.� c TEST HOLE OGJ ASSESSORS MAP 344 PARCELS 68 7 69 0.614 ACRES ,� 1 - $UICOtyG s• 29.4 o SEP 'ICY: TEM DESIGN DATA sr 29.0 �.,�� FINISHED 9 0 H-10 RATED F&C GROUND 29.8t o ` N I LeBARON OR EQUAL SLOPE 2% MIN. 6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED MANHOLE FRAME AND COVERS ""'°' 29,p �� �. H-10 RATED FIX EROSION CONTROL NETTING ON ALL SLOPES >10% (TYP.) LABELED "SEWER" TO GRADE (1 REQ.) w SLAB MANHOLE FRAME AND COVERS D/ C' \ ry o EXIST/NG ELEV. 30.5 LABELED "SEWER" TO GRADE WHERE INDICATED CONCRETE COVER TO WITHIN PAVED APRON TO LOT LINE , O WA TYP Or / ..� 100. ,o SOIL Ab'SORPT/ON SYSTEM H-10 CONC. COVER TO 6" OF GRADE BLOCKS OR J 0 f2 Q 3" PEASTONE & / 2 - 500 GALLON PRECAST CONCRETE _ " IL FA IC C�4rsl=RfSf c oh ++ LEACH/NG CHAMBER H-20 I BLOCK UP D-BOX, 24 I.D. RISER OVER STONE H-20 2 1 D• I 0 N �_ W/TH 2' OF STONE ALL Af 6VA4D. ip TO 6" OF GRADE, MORTAR ALL COMPONENTS ,.� ;, � �`` N ._ ,o' o 187 29.5 X .f 29. O t PRECAST H-10 PROPOSED DRY WELL / o N d ' 4O '` `'9S IER _ S7¢• , ��� 9.3 N 2'0 DIA. 2.0' SIDS M RT'AR ALL 1000 GAL H-20 ? 27.8t 4 2 � - 6' 01A. LEACH PIT / M OZ E FX�S'TiNC F 1 N 83 8 83 9.A W .• ..: 9" MIN COVER 8„ E D pp INV. ELEY, 26.0 W 4'/ p ti cCiYCE iD o COMi'O:,CNTS STONE AROUND j '� `%1 �. O ON!O� N �Di 27.90 a 1500 GAL H-10 I 000°Q° °°°°goo•. • . _ 8 / "• SEPTIC TANK :. 2 .43 3 BUFFER TREES , 11 AT 2% o 0 0 0 0 0 o o o o°o°°°o o ° o PROP ® 27 . o000000000000 0 26.92 INV. °g°a°g°g °g°o°o°o L i 30' ON CENTER I IM t :.` 4"0SCH40 PVC '. 4 LIQ. LEVEL GAS BAFFLE 17' AT 2? o 0 0 0 0 0 00 ° o ° ° o 0 0 0 3 EXISTING TREES 126.0 ACME OR EQUAL " 26.8 ° ° ° ° ° ° ° ° NOT RETAINED 0. r 28�, fi / / �.•.* `I ^> O 27CC, PIPE LEVEL 1ST 2' BOTT, H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST 4 0 CH4PV 00 V PROPOSED H-10 , i 1 `�' �0 ` :�• •'`• . 6 AT 2% 4 SCH40 24.8 OR SHEA CONC. PRODUCTS DRY 4NELt.. 500 GA!_ H-20 ' / / •..• `I GRg1°fC s '.. ';* , ,..:.._ r. .. .,',.. " (2) UNITS REQUIRED 1,500 GAL SEPTIC TANK / / .`� ��� 1 --6"" GRAVEL MC-GH. H-1ST_E_ - • r_50�4�1 ]2�COMPACff D GRAVEL '`' -' COMPACTION TYP. ACME 065 H-10 OR EQUAL - - PROPOSED , �,/ I , (TYP.) AT SIDES AND .667' AT ENDS OF PRECAST STRUCTURES D-80)( H-10 / 0) 10.3• °✓ "� 3.6' ZONING DISTRICCT: B WP OVERLAY DISTRICT PROPOSED �► ' \ t 6"MIN. SUMP 8.5' 1�14 , 0 OUTSIDE OF STONE: / / MIN. LOT ARt Q: N A (26,728 SF PROVIDED) 4.5' LOCUS 18.31 X 8.83 X 2.0 EFF. DEPTH SOIL ABSORPTION SYSTEM , ,/ r, / OVERALL DIMENSIONS T Y SEPTIC : FILE 2 - 500 GALLON PRECAST CONCRETE l I - �� 4, MIN LOT FRGidTAGE: 20 (144.99' PROVIDED NOT TO SCALE PER 310CMR 15.240 4.0' REQ. MIN. LEACH/NG CHAMBERS H-10 �'� , ST EET #20 {28.8' PROVIDED) )MIN FRONT YARD:` 20 - W/TH 2' OF STONE ON S/DES '� I 9 EL. 16.3 ABUTTING LOT AND EL. 20.3 LOCUS -BOTTOM TH S AND 8" oN ENDS. J' T"Z SIDE -YARD S,:,TBACK: 0 ( 11.0' PROVIDED ) 18,31' X 8.83'X 20' E'FF. .DEPrH l r - I Q �9 10'0 REAR YARD ' ETBACK: 0' (113.6- PROVIDED) NO GROUNDWATER FOUND 270.2 ,SF 200 GPD CAPAC/TY t ) p u SUFFE MAX. BUILDIi�; COVERAGE: N/A 4,000 5F 15% PROPOSED) t PROPOSED SOLID_BASIN - (4,000 SF - 15% PROPOSED DEPTH in TH1 ELEVATION � AN DEPTH in.) THELEVATION • f ,;: ••• --� 2 c�<, j ..MAX. IMPERV.:)US COVERAGE. rJOlo ` ' ) DE ( ,) q ELEV ON SOIL CLASS..I (SANDS, LOAMY 5 DS I ( 2/} SOIL CLASS. (SANDS, LOAMY SANDS _ p o LEADING TO TWO . " PERC RATE: < 2 MPI 5 MPI DESIGN PERC RATE: < 2 MPI 5 MPI DESIGN �_ .. t4 �;; ', ___..�._ 8591 SF 32.1% PROPOSED) 0 28.3 ( 0 29.2 ( MI NATURA ,_7A.TE, . 0� _ / �. �.,�,,,__.___.. . `��.,, 47., Onn r e. i _2n PRESOAK: 0:00:00-0:06:00 I PRESOAK:.0:00:00-0:06:10 +J J �=? t� r•, .,- r ,;.. �� r„r,r,� _ SAND ,.LOAM SAND OAM ., MAX. B111LDil� iGi .,H 1. 3C ) �. , �,.. _ , 24 GAL < 15 MIN. / 24 GAL. < 15 MIN. l / mrn D LOTS 9&10 s l3IrA. L�AI n r,,S k , n._YR 3/1 ( ) 10 YR 3 1 ( ) AKA _ _ " ROOF RAIN ., 2... N I a 00 D + LE 7 STRIP INV. 4.0 ,W 4: I .. Lt_: 4, I SS ELEY. 2 _ ,.>. 9 9 . 0.06.10 -r a o, ,Q ( ) 2dc3 / EXISTING USE. VACANT MOSTLY CLEARED BUSINESS ZONED ..01 t c1.8 �. V:__-___y»_�KINUITr� L.E 2P 7 _ _ r r 6 � BOTTOM PERC. AT 4i3 EL24.3 4" SCH40 PVC � / / 8.g3, I �ot,j�c� Z�' '"' LCP 42370A � ` STONE AROUND �,, � 1 tl - I 1„ o . n 30 I PROPOSED U,,E: OFFICE USE FOR CONTRACTORS ETC. 'STORAGE LOAMY SAND LOAMY SAND AT 2% MIN. (TYP) THt a tl�3Q% z o.6136 AC t26,728 SF 10 Y'R 5 8 I 110 YR 518 NO WATER OBSERVED �W(S I �� o 'PRO ED GRAVEL Q " DATE: 6/6/00 I " , / /cu �' 4 �, 30 25.8 30 26.7 �, ., 4, t� ENGINEER: ICHAEL S.` FARIA, SE 1 t, 2 I MEDIUM SAND MEDIUM SAND BENCHMARK: / /� DOWN CAPE ENh�NEERING) NAIL SET IN POLE / LOADING do KING AREA as p / o /\ _ " 2.5 Y 7/6, WITNESS: U NNA MIORANDI, RS I 2.5 Y 7/6 ELEV. 31.0 144 _ 16.3 EXCAVATOR: ELLIS BROTHERS CONSTRI-CT ON I 144" i7,2 ASSUMED FROM j '� ✓L :TOLE LOG G.I.S. NGVD29f NOT TO SCALE #14 JOAQUIM ROAD TH LOGS FOR GROUND'Vt"ATER REFERENCE ONLY PROPOSED GRAVEL SECTION: c �•�.W 4 0, o _ o LEGEND " , � � w,�,�,,,��,„�„�,� 2" OF 3/4 -1.5' WASHED STONE OVER G O / 2 8" PROCESSED GRAVEL (REPROC. CONC.) E C Cu Q -` 99 EXISTIN CONTOUR COMPACT IN 2 LIFTS WITH 10 TON VIS. ROLLER 30 +99.92 EXIST. j POT ELEV. GRASS LINED STORMWATER RETENTION AREA / �/ 4) -{_}'- PROPO`ED CONTOUR HEAVY DUTY HN" COVER 4" LOAM do HYDROSEED 3:1 5IDESLOPES (NTS) LABELED "DRAIN" FdcC 4' Wq/ p DRILL (2) 1"0 HOLES IN COVER / 8„ H-20 F&G EL LISTED R 2 198.4 PROPOSED SPOT EL. OCESSfO� '� >� , COMPACT Ek.XFILL IN 6" 2'X 2' GRATE (TYP.) 85. �, gSPygCr c /, 1� PRECAST TH1 Q LIFTS (TYP. A'_.L DRAINAGE) OMP�C n WHEELSTOPS TEST )LE " rt.Ai3RIC OVER H-20 . ,: ,.,. :•'.":',• T I•?�� MIRAFI 140i`1 SMpOT` ,O DELINEATE 2 MIN. PEA';,;ONE PRECAS y PARKING (TYP.) 2� SLOPE 'JF GROUND ARISERS S REQ. SOLID S 1N_0 HDPRE DRILL LES 2) 1 o I. r`1�0 4 � 2 0 EQ. RICK ADJUSTING COURSE VAN ACCESSIBLE H PSIGN `0 UTILITY' POLE - f SLOPE 0.5% M N MORTAR ti CCESS BLE C _ J!' _.�: (TYP.) EXISTING BUILDING NOTE: VAN SPACE AND 4'•WALK TG BUI 1NG FIRE H`,DRANT � � . PROPOSED 2.0' ( ) N4"SCH406000 SF - TO BE REPROCcSSED ASPHALT COMPACT PVC 2% IN ' . H-20 TO A HARD PACKED SMOOTH SURFACE PROPOSED 3 GAL. SHRUB C.B. TRAP SLAB ELEY.=32.0' 1 FROM RGv, L,,;,INS : :.- LEACHPIT Q OFFICE 1350 SF �``x REF. 521 CMR 23.4.4 ALTERNA BETWEEN: 12"0 vpg&PIP PJM RF,DODENDRON TREE _ -•� 6'OX6'-8"' SHOREY r� 0. RETAIL 450 SF / ' NIKO BIE E HYDRANGEA u '.'' • PROPOSE O I WHITE A.'ALEA 3"CALIPER I!o LP H-20 OR EQUAL pp I . ( 4 MIN ARO•ND PIT 600 GALLON PRECAST " PARKING/BUFFER TREE ( H-20 CATCH BASIN I PROPOSE > 3 CALIPER 45� ` ,�� LOTS 1 1 , 1 Z; 13 PARKING;(BUFFER TREE i 75"- 1.5I DOUBLE W'•00 SF bE RED MA(_E ACER RUBERUM LCP 42370A ' / �. :.'• 4 il0 SF t WASHED TONE`•30�; _• ,� ,. 43,224 SF t � ;"`�� � (' I ' SECTIONAL PLATE .- _ J PROP. ;000 GAL. LPIT �;� � 6'0X5' SHOREY SOLID • I / ^� �` ��..� / � � �` f.■" BASIN H-20 OR EQUALDEIA I M■ V"�t"1 --v r"�tti• t.a a'r NOT TO SCALE SI I E PE ' :._ �, � r- -- REINrOF?CED "''°' 131.A.,'K RUBBER NOSE (1/2" 10, _W PR-,'P. WATER LINE 20 0 20 40 60 Feet -...c --E ' GGAALVV ANNEALED TWISTED WIRE BL, ELEC. LINE � _ It h PR SCALE: 1" 20' 0I, MOUNTED LIGHT L, `� TREE WRAP. LAP ENDS DOWN NOTE: NOT ALL SYMBOLS EI AY APPEAR IN DRAWING ,11 �/ DO NOT STAPLE j NOTES. `, 3 STAKES EQUALLY SPACED 1 7 LOCATION F EXISTING TI ITI HOWN N THIS PLAN IS AROUND TREE 2 1/2"x2 1/2"x10' HE LOCH O D E S G U L ES S 0 L SPACED 1'-0" FROM TRUNK, APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING �, �� STAKES DSTAINED RIVEN AT ANGLE AND APPROVED GY HEALTH DEPT. DATE HA MAK TH REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE CONTRACTORSHALL E E ED EDPARKING CALCULATIONS: (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR 11 �� PULLED VERTICAL WITH WIRE /' MIN 4'-0' BURIED EQUIPMENT IN THE CONSTRUCTION AREA FOR .VERIFICATION OF LOCATIONS. 1 �1 OFFICE: 288 SF (1/300) - 0.96 SPACES 1'-4" 1� MIN 3" DEEP SAUCER Aa 2. ALL CONSRUCTION MATERIALS, COMPONENTS,.AND METHODS EMPLOYED Oil THIS, + 4 SEPARATE ENTERPRISES = 4.0 MIN PROJECT WORK SHALL CONFORM O THE OWN OF BARNS ABLE SUBDIVISION REDS. STORAGE: 3416 SF (1/700) = 4.88 SPACES I AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD I 3" DEPTH SHREDDED BARK MULCH SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. TOTAL: 10.SPACES REQ. - �I � ®N ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ''" ""' OF IN A \NIS MA AND BARNSTABLE HEALTH REGULATIONS. 13 SPACES PROVIDED INCL. 1 VAN ACCESSIBLE HCP OF �a°M TOP off 508-352 d� 'i ' 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. •:• WF 4,;DESIGN LOADING FOR ALL PRECAST UNITS j I `01 � I ��;;`. COMPACTED SUB-GRADE fox 508 352 S'E"',0 #20 JOAQUIM ROAD TO BE AASHTO-H10 UNLESS NOTED. 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO '• ' ` BE USED FOR PROPERTY LINE STAKING. `�.� .;•, e` `II I de wn CCp e en girl eet /n g, In C, N Z PREPARED FOR: ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. j 7. ALL LOSEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN, UNLESS NOTED. Cl VIL ENG'INF ="�S 8. COMPONENTS NOT TO BE BACKFILLED OR `CONCEALED WITHOUT i JOHN R0510 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 12" 12" LAND SU/A V 'y10RS FROM BOARD OF HEALTH. ��1H M �tH OF MIN MIN OF a�^ o� ARNE y ��`�' •"�°� � 939 Main Street -- YARti4C.'�'J THPOR T, MASS. 9: CONTRACTOR TO VERIFY SITE CONDITIONS AND .UTILITY LOCATIONS AND AVAILABILITY H. �� �o ARNE H. 11 ,,,, 1 TR" PtA�NTI N G DETAIL SCALE: 1 20 DATE: 7/2/03 PRIOR TO CONSTRUCTION. NOTIFY OWNER AND ENGINEER OF ANY ISSUES NOT $ p,IALp, ... IDENTIFIED ON PLAN. _ 4 9p� zee y r REVISED: 8 0 /6/ COMMENTS I n_dl 1 PROPOSED BUILDING LEASES/SALES/AGREEMENTS ARE TO IDENTIFY THE RESTRICTED USES t SPR CO ,..�n,.,•ar:+r� nr.+Trna,n -.n._nAr+T nC__TLIC _A(':RhFAAFNT.--_-___-____ ADD ___....� RESTISED. 10/34/03 SOIL LOGS ------ - --- JALA PL IONAL �N6 • L ONLY --ARN S, DATE 4 \Aa `poi«'1 } 1 , , , I l , i l 1 l L�1$__i'1,° ai�t11L. Ems. y�.QT"7 �e't^ `L° Ee76 ,or/ P l s i I f �r4a��b �at �r-Et,i' i f - -------—-------------- E i � f E f 1 - s E1 l E I _...w,...�._..".._....ate......._,«.-..._� ...�< Q ' P - �,. OF VARNUM T. X M IL ROOK ALD • MEYER REVISED__ ------ Ic 0 �4 Professional Building Designer GiSTE NG��`` `yy P.O. Box 532 f //oR �ONAL ! DRAWING NUMBER a �" � � a � So. Yarmouth,MA 02664 w 3 Ll fJPsts►-t,-'2,:aa� a — � (508) 394-5296 z i _._--•l.- -- Ill �YVT [;l A jJ(' .1► ►�I f VV� '��` "(? ? -C_ j i- ,. (�U ( i y`.a A �. �yj~ �'�''et p F _ ►,a 4 ' j OR T- coo ti►04w" C Ig ✓rim ;.'/ $Lew ty&#" a le,LZ ; - r r' , A .1v F` A, rILI�'t�A.:��� � # r, 0 w • --- -- _. fol 4 lzi tJ W i _ f y F G1 l.s V• T, � ]� r .. 7t, i ,til o ; � Sr�'t I, i ►` At LP ' i � r 41 I e _ 13 � �► 4 t " w v rt U - }� l � ,r-•�� ' gyp: I, )��� c? ,_ � ': ` 1C° � '._:. . �r��- � ri �l � + � Q`��.i!>" • f , n .. ©, v ,�r�4L '4�_ p„t ZOO , R..�.w- - � no � R � � °r,o��t r,�. ��?� �'�v� �.�� �- ���� :�w pis ��� ��.,�...� � � • F - y w4 `..� rh j j: R J I�. • .,..,.,w.... y, �e IVY Y I '. ��� r P �z-Lit) Y uu, DATE O PHI MECFl�,RRd'+CA ..� /�-- i REVISED NO DONALD I, MEYER ss► s` Professional Building Designer 0NA P.O. Box 532 . DRAWING NUMBER t' "I\ So. Yarmouth.MA 02604 z j zx.-M-47 e,J,1,qtoL.. 6 -* kv I—Pt � W64- -1 V - -� ILI L) 6,qAj 7 K1,L,,o 9 e 05- oz �1EA."-bLJr 40 --&*-3-1 tl'-� ;oy fo- 2-v 'I It T u ON 4o? ArA�� !',p/,C, L-.rz, Ft-,�t-V AW &4 T AJ ce,I 4 4 44 ;7 -7t;�T Z2 • --4f 41L 70(- ti zol! 4 Ar ep T*� —T u row ap IVA LY ta 0 rz !C—, 41 ALI A DATE 0. t REVISED _ _ . _ ___ __ DONALD I. MEYER Professional Building Designer P.O. Box 5321 DRAAiNG NUMBER �-Lt So. Yarmouth,MA 02bb4 (508) 394-5296 40 PHILBROOK ENGINEERING 107 BEACH STREET Project: ROSARIO WAREHOUSE DENNIS, MA 02638 Project No: P02-40 PLYWOOD SHEARWALL LAYOUT REQUIREMENTS (Gable Ends) : P02-40 WALL TOP PLATE CONSTRUCTION (DIAPHRAGM CHORDS) : P02-40 1-508-385-8682 Date: 30 March 2003 Item Description Item Description GENERAL SPECIFICATIONS ------ -------- -------- -------- -------- ---------- ----- - ---- -------- -------- ------ -------- Plywood Pattern vertically installed long direction w/ 5/8'• Eave.line 3 ea 2"x 6" KD SPF. Use 2010" lengths in order : . Certification is for constructed building flash cap at common butt joint. Panels to Walls to stagger adjacent butt joints 618" from next 2 . Use Groups: B (Professional Service) /S-1 (Moderate Hazard) start at PT sill. No butt joints allowed nearest each way Construction Type: 5B (unprotected) Wood Frame at the triple 2"x 6" plate line (12 ft) Construction Class 5B Fire Protection: Na-liaig 16d galvanized - 9 ea rows of 3 @ 4" o/c Actual Square Footage: 4,000 sq ft < 4,200 sq ft allowed by Tbl. 503 Plywood Type 5/8" nom. (19/32") APA Rated 303-16oc rough- middle 2 bay! (50 ft section) Actual Eave Height: 12 ft < 30 ft allowed by Tbl. 503 sawn Texture 1-11 Siding THEN Therefore no area or height increases are required 15d galvanized - 5 ea rows of 3 @ 4" o/c 3 Fire Protection: 1/2" GWB for smoke/fire protection of unprotected frame Apply Para. 313.1.1 Nonseparated Use Groups: Entire building conforms Solid Blocking Yes , ALL horizontal joint lines plus blocking end bays (2 ft section each end) to the more restrictive use (S-1) and no area separations are required is Ceiling 6 Walls - 20 min Nailing 8d galvanized spaced - 4" o.c. all edges Tenant Unit Separation - 1 hr (UL U305) 10" o.c. interior TRUSS BRACING REQUIREMENTS: P02-40 Provide 1-1/2" minimum nail point penetration 4. IAW Para. 1603.1 the following Loads and Loading Factors were used: into stud if power driven fastners used. Use STANDARD W' SERIES TRUSSES: Pitch 5/12 1st Floor Live Loads: 250 lb/sq ft IAW Tbl 1606.1 - Heavy Storage/Garage s exterior glue before nailing (gable walls) . _ ________—_=s=,===-====s=—==_____=== Snow Load : 25 lb/sq ft for Zone 1 Location Description Type Wind Loads: 21 lb/sq ft (Exp C, 90 mph) for Zone 3 PLYWOOD ROOF SHEATHING a NAILING SCHEDULE: P02-40 -------- ------ -------- -------- -------- -------- _.-------- --------- Structural System: Wood Shear-wall Load Resisting System Top Chords 2x4 or 6 spaced 8' o.c. running end to end to C Item Description secure trusses and establish o.c. spacing. TECHNICAL SPECIFICATIONS: -------- ------ -------- -------- -------- -------- ------ -------- ------ -------- -------- -------- -------- --------- --------- Plywood Pattern Standard staggered butts w/ long direction Rigid plywood diaphragm. 518" sheathing with P perpendicular to trusses- APA Case I. no continuous perpendicular panel Joints . Lap 1. Roof Decking; 5/8" APA Rated Sheathing, EYP 1, Minimum PIZ is 32/ an Nail w/ butt end breaks by 4'0" Use Case I APA. 10d IAW Plywood Roof Sheathing 6 Nailing Schedule. Continuous panel joints Plywood Type 5/$" nom. (19/32" act.) APA Rated Sheathing, parallel to rafters are not permitted Y*^� EXP 1, Min PII 32/16. X" bracing applied at ends of spans on under- C 2. Sidewalls and Shearwalls ; 5/8" APA Rated 303-16oc nought-sawn Texture 1-11. side of chord bearing members. Tie-in groups Nail w/ 8d IAW Plywood Shearwall Layout Requirements. Solid block all gable Solid Blocking All edges first 12'0" starting from each end. of 5. Remove as permanent supports are set. wall panel edges. Allow no breaks on wall plate lines Continuously at ridge and eavelines 3. Roof Trusses ; Spaced 24" o/c, final design by Mfg: Bottom Chords 2x6 (a 10'0" o.c. continuous lateral support P Live Load 25 lb/sq ft 20 lb/sq ft ONLY center bay for bottom chords. Extends from plate to plate Dead Load 10 lb/sq ft 15 lb/sq ft Nailing lOd galvanized (min. nail 1-5/8" penetration} 4. Bearing Support Partitions; 2"x 6" KD STUD SPF(a) spaced 16" o/c. Apply GWB or ledger. lx3 strapping @ 16" O.C. may also Layout A. 4" o/c exterior perimeter edges : ridge, rakes be used. sheathing to both sides of all interior walls including extension to roof 5. Header Stock: Zones and eaves for first 12'0" each end plus 6" o/c 5.25"x 9.25" TJ-W 2.0E ParalLam; ft = 2,900 PSI, MOE = 2.Ox10(6} PSI all interior perimeters. Nail fields @ 12" o/c Compression, Location to b,e deter=ned by Truss Mfg. Make P THEN Chords continuous 2x4 or 5 from gable to gable points 2/2"x 8" KD SPF w/ plywood flitch leaving insulation cavity B. 6" o/c exterior perimeter edges; ridge, rakes and lap joints 2 truss bays 6 Column Stock: and eaves for remining to middle plus 6" o/c 3.511x 5.25" TJ-W 1.8E ParalLam PSL w/ SijWson LCE4 post caps 2"x 6" KD SPF Jack Studs all interior perimeters. Nail fields @ 12" o/c P = Permanent 7 . Solid block between joists at solid blocking lines (810" height) C = Construction 8 Framing Anchors; Siapson Strong-tie' as noted, fasten IAW Mfgs. instructions 9. Foundation Anchor Bolts: Galvanized 5/8" dia. X 12" ASTM A307 spaced as TRUSS DESIGN LOAD TABLE: P02-40 shown. Locate bolts either side of overhead door locations (4-7/8" offset) and w/in 12" maximum of all remaining openings and wall returns STANDARD W' SERIES TRUSSES; Pitch 5/12 10. Re-Bar - Grade 60 ASTM A615: clean and free from heavy rust, Min Fy = 60 KSI -`_-_-`--_ -`--- -- Minimum bar lap distance; 22" for #4 bars, extend corners a minurEum of 24" TRUSS ROOF: Top Chord Bottom Chord Steel Bar layouts as shown _ ________ _________ ______ - Steel Bar coverages; 3" when cast on soil, 2" at formwork perimeters Live Load 25 lb/sq ft 20 lb/sq ft ONLY center bay 11. Concrete - Footings S Misc. Pads; Mini+mnn f'c = 3,000 PSI Dead Load 10 lb/sq ft 15 lb/sq ft Walls : Minimum f'c 3,000 PSI Exposed Slabs; riinijaum f'c = 3,500 PSIe L1 Provide Fibermsh I slab reinforcing at 1.5 lb/CYD of concrete G Type lA 5-78 air entrained cement, Slump Range 2-5" a f L'►� 'lt =✓" ,a` Steel Bar coverage as shown, per ACI, Max Aggregate 3/8"-3/4" Blend Mechanically vibrate all reinforced footings and piers Strip wall forms no sooner than 36 hrs 4Y Formed in place footers may be allowed however no footers shall be placed t• ;,.� � T � ,_ ��,e in standing water ' - - pow 1r.0 "7 ra7 _ .. tc !�►�U�2wT'c(EF_ vL fit� b:.t �� •',, yam, ,f ,•� ,,y�.J i` � � •�.a�` 7, ,` jib" t � y �`qji Y �` 1 � �,r. ��� 12. Foundation design assumes soil is a coarse, sandy gravel in a medaum state. " (+ M V',2 (s"'l ^10-I If poor in-situ material is encountered a more detailed analysis is required: ✓` '��� Design Allowable Bearing = 3,000 lb/sq ft j�++ t+ f y� Compact backfill soils w/ vibratory compactor. Add sand/gravel mixed soils � t as required during compaction to achieve final grades z ^ IL�a y for. .:Jr@s+1'� tr"� GGGt3LL�!►1 Ft i4 "- / �' \ q� y IV w�IQ 014:0T"1 u�5!.ty r6►r t �.�' hu..�ti+ OF M I !► _ l,3 h!.'y R. r t't� El i �yG f .- ; �. T. VARNUM G� -._._ +?�J f t�?'f<e f � " , n r r*J�^ (.f> ► c<i_V! ---... � MECHANICAL r r i tie jo i 3 6_- DATE. - ��~s� J� DONALD I. MEYER REVISED 0 _ _-__ z Professional Building Designer P.O. Box 532 w So. Yarmouth, MA 02664 DRAWING NUMBER W (508) 394-5296 d