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HomeMy WebLinkAbout0130 ROSARY LANE,y �� d'. -. �. � . � ,� ,� �- .-a------- - _ - �� _ y _._ - - - - - - - ------ _ �._,_. �� ,. - - - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map v �� Parcel �v Permit# �® id � ," A f°<5TABLE¢d Health Division ` 3f `� 2ZI6 _ � Qk Date Issued y S � 0 Conservation Division ZZ 3 1, �-�rR 22 IP j2• ' Application Fee ®o Tax Collector_ 14 Permit Fer-->rd 2 Treasurer R W� � i VISION SEPTIC SYSTEM MUST BE Planning Dept. --q'P INSTALLED IN COMPLIANCE 'SP TM TITLE S Date Definitive Plan Approved by Planning Board _ 1 J 1� @N\nRONMENTAL CODE AND Historic-OKH 1�1 ` Preservation/Hyannis IDW TOWN REGULATIONS Project Street Address __13 O y,J S�q -e �/' L"i -i Village Owner ::Y0MN s/44VC. MF/l6cz Se�,J,+ Address 0 R oX /3:, 0,Ile-C s�9 J Telephone 4K Z 1 --S03 0 Permit Request X Q Q..J Square feet: 1st floor: existing 2`/00 proposed 2nd floor: existing proposed — Total new Zoning District Flood Plain Groundwater Overlay ` Project Valuation /Oq vo c5 Construction Type S Z -� Lot Size 206333 Grandfathered: Cl Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) _ Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes *o Fireplaces: Existing New Existing wood/coal stove: ❑Yes jullo Detached garage:❑existing ❑new :size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing_ ❑new size Shed:❑existing ❑new size —' Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercials ❑No If yes, site plan review# Sj?, Current Use Proposed Use BUILDER INFORMATION CC/` 77 Y Y-3 6 Name A) Telephone Number Address License# 0.3 76-3 k O, a4¢a 0 G Z U cK S Home Improvement Contractor# 12yC-:> y 0 Worker's Compensation# -jl)C a0,g2co!Z003�;W i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , b6ouT-w Gt6<rg' 5 �a ) t17-c e SIGNATURE t14 DATE /V-L" °3 1 ��- FOR OFFICIAL USE ONLY P4FRMIT NO. BATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION t FRAME INSULATION FIREPLACE ELECTRICAL-: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH iZ r'' a _ FINAL fi FINAL BUILDING AAP �- C! ' DATE CLOSED OUT• ASSOCIATION PLAN NO7 -y e- To Iff Oate Time W LE O WERE OUT M of 3 d A Phone Area Code Number Extension TELEPHONED' PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message ��/ v v v 20,16L gag G.p ✓Q-4'rn-P—Q�_ perator I AMPAD 23-021-200 SETS �1] EFFICIENCY® 23-421-4o0SETS CARBONLESS � � � — ���, ___�— lc,� �, : . i ���� �J�J � � � - 3 �®� �•�'u-�- �C..d, � . �, -1 ��;�a- ,�ti �I � � �� �� 9I'� �� `oF,MErti� _ v The Town of Barnstable BARNSTABLL Department of Health Safety and Environmental Services Y MA039. SS. �p 0 D Building Division lf MPS 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice ',Type of Inspection / 1- 19 Co /? /a -/ - t Location /36 i?o S/1^ Permit Number Owner 'V "9 '"of/9 k Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: I�7(� T /�fl4 ✓ /fv�/V/J/.l/1�° l°/3 /?�r ice✓ 9 lop-le S/,40 '9S /'0SS/d %d ,F�r'T,«/��✓ o`tJ S f c /� s o rr/L'EI�S To- 4f e o,c/ S6 e i e /'"917J!�L/,I eA1 7 Please call: 508-8 -4038 for re-inspection. Inspected b P Y Date 3 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE Co� New Buildings,Additions $0.0f 00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) D 0 square feet x$32/sq. ft._ �,�S G O x.6 7 0 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= ' (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 76 a• 7 9 The Commonwealth of Massachusetts J — = Department o Industrial Accidents "",� L-'•'; , •� , Olrfctolhas�ahfo�s 600 Washington Street . 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Fates w seesae eo�sLo'e:sgoi�d under Section M otMCL LSt QLat ar' myes& asweSuefrapmaWsefat�tonmora&'i�OPWOSSOBDEBaaia�eo[i100A0adnt�aLaimdm+� Imo o'P7 of thl: ua7�torwmded to rise OIDee o[Iatesti;atiom of ilk DlAtor.eo��odlo4 - I do hacby the paint amd of aj> ' ' presoidsdabow it tie a/rrd cart/ed Date � 7 Pit olIIdal use only do not wefts is this area to be completed by city or town ofttdel city or town: pne�dt/lte®e S QgnitdlaL AePsr�°mt ❑mmrint Boasd ❑checkulamnedia s response is requited ❑sdecunews Ott= ❑HwWhDep"=CUI _ Other contact person: •P�' Upum 0193 PJAJ f Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers compensation for that employees. As quoted from the."law", an employee is defined as every person in the service of another under any corm.-= of hire, express or implied, offal or written. An emplover is defined as an individual partnership, association, corporation or other legal entity, or any two or more of orr the-foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, o wne ro:.-n'er trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, constractiaa or repair wmk on su&dwelling house or on the gr ands cr building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local.Rcensing agency-shall withhold-the issuance or renewal Of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,nerthcthe commoaweaith nor any of its political subdivisions shall enter into say for the perfbr m=of public work u�1 ' acceptable evidence of compliance with the insurance rcquircm=ts of this chapter have been presented to the authority. . - r22 Applicants and Please fill is the workers' campeasatioa affidavit completely,by ci clang the.box that applies to year sitrzaaen dying campaay names,address and phone mnnbers along with a�cate'of insurance as all affidavits zany be �Mbmiacd to the Departme"t of Industrial Accidccts for r ofins�aa Also be sere to sign and - �? date the affidavit The affidavit should be.returned to the cry or tow nthat the appiicatien far the permit or license is being requested,not the Depaztmrz of Industrial Accidents. Sbould yga have=Y questions regarding the"law"or if�-ou are required to obtain a workers'eempensadciL policy,please can the Departm ent atthe number listed below. City or Towns _ _... _, .... . Please be sure that the affidavit is camplcte and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of -has to contactyon regarding the aPPfc- Pie be sure to fill is the perioitlliccase number which wfil be used a cx s a refam number. The affidavits racy be rc=iR to the Depm=cnt by mail or FAX uaiess other an=g=mft have been made. The Office of Investigations would Ile to thank you is advance for you coop==.=and should you have arty questions. please do not hesitate to give us a call. The Deparunent's address,telephone and fax nzanber: The Commonwealth Of Massachusetts Department of Industrial Accidents office of Iaxesduatlolls 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 �FIKE ram, Town of Barnstable Regulatory Services STABLE,MASS, � Thomas F.Geiler,Director lEn 39. 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 I, 54�o(, as Owner of the subject property hereby authorize JDQ �'-3 /q, s ac rJ to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) Signature of Owner Date PAUC- Print Name Q:FORM&OWNERPERMIS SION �,"E ram. Town of Barnstable i Regulatory Services BMWOUBM Thomas F.Geiler,Director Building Division • g Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ` 1i December 5, 2002 f, Mr. Paul Merlensena 60 Smoke Valley Road Osterville,Ma 02655 Re: SPR 061-02 Waterworks Irrigation, 130 Rosary Lane,Hyannis (R345-018) l Proposal: Construct new 3,600 sfaddition to existing building Dear Mr. Merlesena: Please be advised that this application was.approved administratively on December 4`h A signed copy of the plan is enclosed for your convenience.. As previously informed, you are required''to abide by all Board of Health regulations. Please contact me directly in the event that you require additional clarification. l; m ely, s Robin C. Giangregorio Zoning& Site Plan Review Coordinator is r �i ,��,µ� •� .� `ifs -Pomvnzaywre� a�✓�aaoac/u,�QeCta BOARD OF BUILDING REGULATIONS . 'License: CONSTRUCTION SUPERVISOR Number-CS. 037636 Expires 04/22/2004 Tr,no: 22215 1 ReStricted-100== I DANIEL A SPEAKMAN 15 SPEAK WAY `� 4 N HARWICH, MA 02645�. '�' Administrator s Board of Euililing.Regulations and.Sl,aiidui;ls' HOMEINIPROVEMENT:CONTRACTOR Registration --_920040 Expiration �10 g 03 Type:l ,vidual DAN A SPEAKMAN CONSTRUCTI} 6A SPEAKMAN 15 SPEAK WAY _ �' ,.,NO HARWICH, MA 02645 ���.T �� � k� � � 130 L Picc*( Buick GMC Cadillac Of Cape Cod 600 Yarmouth Rd Hyannis, MA 02601 Robin, We had all of the oil pumped out of the drums at our storage facility by Boston Green on Friday February 6th 2015.They filled our existing tanks at our location and took the rest(900 gallons)All that is remaining are the empty drums which will be getting picked up over the coming weeks. Enclosed is a copy of the manifest from the pick up Thanks Mike Lewis Parts Manager o.+n a♦ s•Wl f Pieasa ibtt dr Form de8f ned.tof use at alb 12 itch writ. F4pI1 : roved,QMB ,21}SRD- UNIFORM HAZARDOUS 1.Generator ID Number 2,Pepe 1 of. �. M0.Twcv Response Phate :Mo ng.8. u WASTE MANIFEST 1 .1 m 0 3 0 8 JJ K 5.Generetcee Nema and VAlling Address Ganeratora 9Na Addresa(tldiHereril Ing address} CAQWC+� $Wt tAR1VJQtT ')V0 Ganerator's Phone' 8.TrBrrgww4 ComD"y Name U.S.EPA ID Murtrhar 7.Trmttsportsr 2 «zany a .S.EPAID Number 8 esl8nated F8clltly . 8ne Address U.S..EPA IP Nrmrber 141 +M S QSA Ftt�6. a.Ph04 ga 9b.U.S.DOT DewV4on(inductno Proper.Shfppfng Name.Haaatd Clavx[ NumW 1�Cordalnafs 11.TONI 12.Uidf 13 6V8ate Cp�es HM end Peddng Grog(if Bny}) Na Typo 04rtdty WLNOI. P)01 a F� & s 14.SOPM Hand rrg I144v ons ind AiNflonal InM166 at,,prWJW Wft*".9#rW* a uftu artist ItIft aU NO MRsd*h e111110 PCM; V(421ftlid PO t '7St ar tw 20. Ih 40 trot ow zi D:ur an t4 Do ll"040 I d: Gt HERATQA'8W ERON'S GERT0%ATI0W I hereby dacJare Urat the coiifir6 of" and aca+ratety d9pulbe4:opow by Iho 9 rrame.;aro are claWi psdwvo marked end labomdlptacmded,and ere In as respects In propw condlon IN traes{mrt M=ding to ePPikable.intemaliartal Bid nallorw 00v6mmentol resdoone:It G o"ftmem wo I AMP*Pr(wq Fitparter,tce ft t igt 8re cons tts of tNs constrvnerd oontarm to h ferms of the sltaclwd EPAAdmowlec0 d of Cor�rtt. I ce"Ify that ft waste minimtielon statement Idmdillail in 40 CFR 202.27(e)((f tam a mrgequentlty gwrarator}or{bJ(81 sin a OM quw*generator}Is true. S nature e ratar'sf0,fleforsPrtritadffypeg 11finpmt to U.S. ❑Expat hom U:S. POO of owexit: -r r GII;nlWte(fol ax 0 only► Odt6 feauing U.S.: 11,Tmisporder Reoelpl at ttedels' Signature Mont, . Trarorlor 2.P.rkB me Alonth. Dpy' Year.. 18.PtsSre : . �-7 1II&DlKrbpnncyIndtc0on3p o D ❑TYM 0RWWB 1.-►Partial1100an Fug Re1e0Qrt 1tes1 ReferBiCe N _ U.S.FPA 0 Nrlmber 10b,Alter�te FedUty for Ggnmatdr) - 4 Fbcid Phan: earvily womreof AftM fadltty r stag 18.Hazar*s Wagte Rapmt MatmpnPient`Madtod,Cadas(1,$.,.c f ee.for Ite�rd4ua WaBie ttep}mesd r> and tedydme systems} 20.Deslgiatad Facplty Owner or Operator.Cadcatiar.of receipt othazardous mated*oovared QY the rpeirTaei arcapt ea no[W In Item 19A a<; sera YI>8 NamB . . !gym s . � MR. 74.• k." EPA Form 87&22(Rev.MS) Previous a ciq ire obsolete. IVl f GV VIES P%. 7a<eA 07kC CadlL[ac C-md • PITN�.48�EY BOWES � 600Yarmouth Road,Hyannis,MA02601 02 1 P $ 0�• 0004481851 FEB 09 2015 MAILED FROM ZIP CODE 02601 aoo real., 5�, { ii ii i r����i`:i:fi• et.3F ii t?i=ifFt ri f Mill, i .='; ►'ttrll7"1 ' drill. ...... �, ._.. � .� :.....: � ...,;; l �1 1 ,�� 1 i /F �' / , ///j/ / ' n��`' A Buick GMC Cadillac Of Cape Cod 600 Yarmouth Rd Hyannis, MA 02601 Robin, We had all of the oil pumped out of the drums at our storage facility by Boston Green on Friday February 61h 2015.They filled our existing tanks at our location and took the rest_(900 gallons)All that is remaining are the empty drums which will be getting picked up over the coming weeks. Enclosed is a copy of the manifest from the pick up Thanks Mike Lewis Parts Manager NOISI 10 Form deafgn id(w use on sibs 12 Itch let. Form . proved.-OW 2050.0039 p MANIFEST �>a Q JJ K 1.Generamr ID Number 2,Pepe 1 c1. 3, m. cy Response Phone Manifest ra np. usw P- T�Gwwsmboee WASTE MANIFEST �°Name and Wnp Address GenamtWo She Address(tl dltlershl than Ing address).. OW CAMIA A C OE+RM Gt ARMOM`0t) Generators Phone! 9.Transporter 1 Convany Name j U.S.EPA ID Number WR 7.TrangwtWr 2 Cmr1paq winia .S.EPA ID Number B,Desipneted FAdltry . rns Ric Addreet U.S..EPA IP Nranber tom, V ftft4wy.VC N 1t�3 141 RO '123 tl�1��S�;fit U9� fad6 e.Phane7477' ' r 9A, Sb.U.S.DOT Desuogo pe pI tp Name, ,Hazard Class ID Number, 16 Contalnera n(trrdu�ng Pro r Shl 11.Total 12.Unit HA1 Ord Paddng Group(lorry)) Na Tye pumwty WUW. a Waste Co})as 1. $TALI*ReGULATIND OL NOW,WIM a ti b ' 14.Speclffl tleodang I orts dAd Ammal InbYWIcin, ;z pw4w cer Nk tlRn. pmawanwo tAei hats.OR 1a>se imt pcaa Ala►I*j*0 411hAi pwir mpwGd p FM 751 qr t ib...GENt:IMATOR'BrEFER118'8 CERTIFICATION:I hemby dedsie OW the oaote+np of Iris coneTBemgnt are fully acid aeaaatery 090CA ed.atave by;;proper 4Mppinp atame,ard she cleae it pad wo. marked and IabeMdrpltu 6d,and are In at reapede to proper mrtdAcn to Uanapmt erxxgdirsp to appAeable intemalltral and national QovAtnmmtal repldp9onp:If algroM ahiPmettl04 i am pte PrimAry Eicparlar.I IhAt the catlatds of this camign neM oonbrm M Iho Irma of the alfadwd EPAAdmWedgmeni of CVWL ce►tdt that Ere waste minlmitatlan ataterrtant Identilladin 40 CFR 2820(e)(g tam a tarpe'quantlry pe terafar}or{b)(BI 6 8n1pR quernay penaralor}Is traa. G rotarer0, a Prlritedrfy Fra e [ Signature oatl+ y 1..it#ama,6 Str rr�le I--1, t—�a - Qknprot m U s. u ExW hom U.S, Rat of etipyrep 7. r et�reture(foz e?�r1F oDIYk D leaving U.S 17,Transporfer Admoledrpropf Receipt of f dteil�s` Napo S�nahlre Y r re der..P.me ame `c = y hton9t DFY Y 98a .. ..... .. soraparny_Indcatlon Spacti ❑tirtten@ly ❑11Oa ❑ReNtlua 0 Petitel Raftdon 01 Futl.Rvlecliw► .. Bost Reference Num - _ 1i.5.EPA ID Nranber } tp6,A(terneto Fecl6ty S�4gamandry , �..Fridl"Phww to c.Sighilturb of ! `t a dY(ar ri�r�f±t��V�f Day it Hoag*&Waste RdW Marg10eaMollddW Codes(14 m0va.for 1leze*uq iRasle fien"nk and aaoft"ft} 1, r 2 g.. �.:. t . x 20.De oted Faitslty Owner or Cpiftr Ctaftdth r ie�:ad.haiardous rttatedib covered-pte m ingeei oxcept ee riad In hem Ilia ' 8819 > _. r 1j`t - be r .,a .3 ..'rr.ram:.:.. t 4 '�. bZ�y EPA Fotm8700,42(Rev340 )PWOIJ58MON �,�`i��,�„`�x��,� �:r� r� T-w+.w.�,� ��' +� �' ,.��y•.+N,�.:. AI!lCt►1" .�`���;�JrV r"�T,. 3 s ya .a0ti € .n�,�� � s•�tP r s . ... _ . +emu= a_' i •;t�e h, $`% ° u' „s rx a a- . .._ NON AM TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 345 018 GEOBASE ID 25090 ADDRESS 130 ROSARY LANE PHONE (508)428-50: HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 75804 DESCRIPTION 30 SQ FT SPA WHOLESALER PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: De artment of ARCHITECTS: p TOTAL FEES: $50.00 Regulatory Services BOND $.00 �tM� CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE OQ aA�uvsrAs�. MAM 039. ♦� BUILDING DIVISION Y DATE ISSUED 04/05/2004 EXPIRATION DATE r Town of Barnstable s r Regulatory Services Thomas F.Geiler,Director, za Building Division163 ,. Ralph Crosser,Building Commissioner W 367 Main Street, Hyannis,MA 02601 -v Office:'508-862-4038 Fax: 8-7 623- ac w rn Tax Collector Treasurer . 1 Application for Sign Permit Applicant: �� ` V-1, Assessors No. 4S CS Doing Business As: �L C-t O Telephone No. S O c' �? 1 Sign Location Street/Road: O �' `'� S Zoning District: Old Kings Highway? Y yannis Historic District? Property Owner ' Name:— �� E QL c` Telephone: 4 �-C)" J� k Address: 1 Irv^ Village: c Ca�-� Sign Cont actor L Name: C� .� -Telephone: � y `- Address: ISO Cc�s oar Description j Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application- Is the sign to be electrified? Y /No (Note:If yes, a wiring permit as required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning:Ordinance. Signature of Owner/Authorized AV. nt: D e� Size: J o� Permit Fee: Sign Permit was approved: 11'ICS Disapproved: 4 ature of Buildin Official: c.z� Date: s 0 Sign g Signi.doc rev.8/31/98 - CAPE COD SIGN COMPANY 3' /D 150 ROSARY LANE HYANNIS, MA. 02601 TEL. 508-771-4465 FAX. 508-778-1991 w A 1 � . a �►• Y^- � � r. ' cal` ti�.M\ firr�,, t i Ap � � �;��',1.• ,,�' -t �4 �!em � p. 46 ��.' �� j �� ' / -�' �� ? �.« i'�1 _...�• Ilk,�.�] :� - — .� >� � �t �; ��r •� �'{yt•!c .. � :l(� • '.J[}tea t- v I.4 f+w Cecelia Carey From: merlesena@comcast.net Sent: Monday, February 24, 2014 8:06 PM To: Cecelia Carey Subject: 130 Rosary Ln., Hyannis To: VCecelia Carey ; sa Carey Commercial Real Estate Ref., 130 Rosary Ln., Unit C Hyannis, Ma. 02601 From John Merlesena, MCA#1861 Treescapes Cape Cod, Inc. P.O. Box 532 Hyannis, Ma. 02601 774-238-6585 February 24, 2014, Re: Chemical usage, Unit C; Based on my conversation with Tony Roberts today, he informed me of the liquids used/stored on the premises, until Safety Clean removed them in a timely manner. Two/ 55 gallon drums of Oil were available for removal after his services were performed on cars/trucks; Hydraulic fluid was needed for brake service; antifreeze was also used for radiators; brake repair was a regular occurrence. However, all chemicals were removed by Safety Clean, a Co. that handles the removal of any hazardous wastes/chemicals. Tony's unit was always kept clean and orderly. Thank You John Merlesena, Owner kV -�Z Ir YOU WISH TO OPEN A BUSINESS? Fogr Your Information: Business certificates (cost$30.00 for.4.years). A business certificate ONLY REGISTERS you must do by M.G.L.-it does not give you permission to operate.] Business Certificates are available at the Town CI Main Street, Hyannis, MA 02601 (Town Hall) YOUR NAME in town (which Clerk's Office; 1" FL.,.367 DATE:�� � x Fill in please: ; aanik i APPLICANT'S YOUR NAME/S: Q cj W BUSINESS YOUR HOME ADDRESS: r etac : TELEPHONE # Home Telephone Number 42 ._ NAME'OF CORPORATION: G'n. NAME OF.NEW.BUSINESS IS:THIS A HOME OCCUPATION? YES- NO OF BUSINESS V ADDRESS.OF BUSINESS " 1 � - LI MAP/PARCEL (Assessing); 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 Barnstd'ble. This form is intended to assist you in obtaining the information you may need., You MUST GO TO 20 e 0 Main St. - (corner of Yarmouth Rd.& Main Street) to make sure you have the appropriate permits and licenses requird to legally operate your business in thi s town. I.' BUILDING COMMISSIONER'S OFFICE. This individual has i formed any permit requirements;that pertain to this type'of.bus.iness. Authorized Sigt COMMENTS: -------------- 2. BOARD OF HEALTH This in has been informed of the permit requirements that pertain to this type of business. COMMENTS: Authorized Signature** , 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost: $30.00 for-4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, Vt FL., 367 Main Street, Hyannis, MA 02601 (Town Hall). DATE: s_ 20 _ 7 Fill in please: M` APPLICANT'S YOUR NAME: S n a 5 :1 ,� t BUSINESS YOUR HOME ADDRESS: G s I /Io l J -' s+s 5 R J 4a: So$ 3aG- ICz2 C.er-1-�t..;lCR- AAA u2c> 3-2- TELEPHONE # Home Telephone Number: 5 32 6 — i G z 2 -: , ..:... -___.. .... ...... . ... r.. .... . . ... ... _....� .. ..._. ..,.. YES., !, u ri DD.R -When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO TONER'S OFFICE, This individual,, bean ' r f any permit requirements that pertain to this type of business. . -Authorized atur ** OMM NTS: _�I � �GtG1 C✓ o 4---- A ,T i 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORI This individual h�j,ee�n� i med of79ift&quirements that pertain to this type of business. -U��C. A thorized Signature** COMMENTS: &LbA ��� , TO ALL MN INESS OWNERS DATE: . Fill in plea APPLICANT'S YOUR NAME: q � — BUS' N�� ='ry. OUR HOME A R CST /vim g S TELEPHONE Telephone Number Home NAME OF NEW BUSINESS r —' '" TYPE'OF BUSINESS IS THIS A HOME OCCUPATION'S .—YES NO 4— Have you been given approval from t building divasi n� YES NQ AI71)RESS. OF BUSINESS /MAp/ ARCEL NUMBER ...... _.. .._ . When starting a new business there are several thin s you must d m order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COMMISSIONER'S OFFICE This individual has beeo informe o any permit requirements that pertain to this type of business. Authorize Signature** COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIR f 0E G AUT RITY) This individual has bed 'n o of th li n r q ents that pertain to this type of business. A orized Sig re** COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. �'(HE Sign TOWN OF BARNSTABLE Permit BARNSTABLE. '9 MASS. $Ar16 33% A� Permit Number,-. Application Ref: 200701857 20070025 Issue Date: 04/02/07 Applicant: MERLESENA, P JOHN TR . Proposed Use: STORAGE WAREHOUSE &DIST Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 130 ROSARY LANE Map Parcel 345018 Town HYANNIS Zoning District B Contractor PROPERTY OWNER Remarks NEW LADDER SIGN 27 SQ FT 130 ROSARY Owner: MERLESENA, P JOHN TR Address: PO BOX 721 W BARNSTABLE, MA 02668 Issued By: PC POST THIS CARD SO,THAT IS VISIBLE FROM THE STREET Town of Barnstable 'THEroy� ,, Regulatory Services Thomas F.Geller,Director Y � ' B""NAM M"ss. Building,Division y � �pr'639. a`0 Tom Perry,Building Commissioner Ep� 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Application for Sign Permit Applicant: Is /-ill°lu-PS,P Map &Parcel# Doing Business As:lq� KL S? J?P s Y/� Telephone No. . Sign Location 2 Street/Road: 7© ©$dry » vt Zoning District: Old rings Highway? Yes/No Hyannis historic District? Yes/No Property Owner Name:�e Les e vvioz KeW_Lt-y C�Telephone: - 9e - Address:PiV•gig x `�Z I © Z 6 6of Village: ISarhsrar6/e, Ala Sign Contractor Name: r,,YI3:P Cp d t•Q ti Telephone:� — 41/ �s Mailing Address: Iva //,l'q h4 V,S-e R of. 4 U,7 vi n 1 S 4 L 6 0 Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes/& (Note:If yes, a wiring permit is required) Width of building face )0 O ft.x 10= ZP40_x.10= IPL9 Sq.Ft.of proposed sign I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through§240-.89" - of the Town of Barnstable Zoning Ordinance. X 7 / Signature of Owner/Authorized Age Date: Permit Fee: NO)SIAl'0 VW Sign Permit was approved: Disapproved: Signature of Building Official: Dater L 1 :5 4 97 ,JJ L�!LG In order to process application without delays all sections must be completed. Q:1WPFILESISIGNSISIGNAPP.D0C .31s I Rev.9112106 CAPE COD SIGN CAPIN COD ISSPACE FOR RENT 508-7904151 NITRO -TIRE COLONIAL FLOOM ) TRIMMOCAPES y� 42 WAREHOUSE RD. HYANNIS, MA. 02601 TEL. 508-771-4465 FAX. 508-778-1991 Vol 10 O CAPE CAOND CHBYSI, DODGE 2hY :ir O SPACE FOaENT508-7004 r a t" r N1TR0-TIRE 7 Q COLONM FLOORS .+ - a4 TREESCAPES AV TM r f.t X."f :, ,a_ .. .V.'• �+' fOT' 3 } r u 6hr 'fir to lip A _ y '' c.►u ,# ..a." ,4 wt R,f- �+. a. Ix" � ..- r ��� �ice{� �'+,���.,.��,.:� �a�..y�.$�. a�'4,7� `� .�•; .�. ����,�.���.ems � ': �.ate �r t •': �43' .p-a y+fe y ,�.},w e*s'�'++ &"�"t.�• "+yY '�:;y "'��N +k-� s"7.:C.s, 1� t, �:."-'�i'�,..'Y� {a, • s ar�?a�� "` ,r�.,f7'i4�' .�va-r a+ ���.�� `d�� ,�.6�,.'�'.y�:� �i����r•'' a�', ¢��r a"��� `^i'�`I �� fir. ,,per -'e,: { T �° '. '` 4 t f; "_ ;` ar '. d"' .;*T�4•'.'�`. ` dsi' '� �r. � _ TOWN OF BARNSTABLE • - � CERTIFICATE OF' OCCUPANCY PARCEL ID 345 018 GEOBASE ID 25090 ADDRESS 130 ROSARY LANE PHONE (508)428-5030 HYANNIS ZIP — LOT BLOCK LOT-SIZE _ DBA DEVELOPMENT DISTRICT-=FHY PERMIT 25409 DESCRIPTION PERMIT TYPE -BCOO TITLE CERTIFICATE OF OCCUPANCY.;_ CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox CONSTRUCTION COSTS $.00 "` * BA Fr'ABLE. # MASS. OWNER MERLESENA, P JOHN TR 039- ADDRESS ME NFD P RLESE A REALTY CORP MA'I PO BOX 721 _ W BARNSTABLE MA BUILD .c�D SIO BY DATE ISSUED 09/04/1997 EXPIRATION DATE IT*tei CIF BAP A,7)DRV&; 1:.)0 0,01-'AR t ,rN9 PHONE (508)425-50l'101 Fiv..z „ Lo _ ZIP 02601- r'1 "` BLOCK LOT SIZE il'SA DEVELOPMENT D:iSTI'PIGf HY 'PERMVi 2X944 DESCRIPTION 40 X 60- ;STEEL BLDG. (LANDSC14PE <c TREE Co. ) PdRMIT TYPE LUILDC TITLE C)MMERCLAL BUILDING 1 CONTRACTORS: DAN A. SPEA.KM N Department of Health, Safety ARCHITECTS: and Environmental-Services TOTAL FEES: $396.60 THE BOND $.00 CON STR.UCT I ON WSTS $05,000.00 324 PROF, BANKS, O VFICE BLDG I PRIVATE F ,' >cH­ 39. RN3TABLE. 'jvINER MERLE, P.. JO,i'N IADDKES:S M & M LANDSCAPE R, f � TREE C10 PO BOX '7 21 .-.. BUILDING DIVISION MA1?.V ONS MILLS, MA BY �'�'��c1�2'`-'.-•`.. I d . I DATE ISSUED 03 f l'1/ OS'l EXPIRATION DATE 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- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARDI SO IT IS VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1Al I 2 E 2 rs,l 2 if a•G � � q 7 I 3 1 HEATING INSP ION APPROVALS ENGINEERING DEPARTMENT 2 4,,"BOAR�OTF LT I A a A I 1^ 5 i P..� ? A `� OTHER: SITE PLAN REVIEW APPROVAL �U @ yv.�A3 I 1 .WORK SHALL NOVPRO EE UNTIL PERMIINVVILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE -,STRUC�N WORK IS'�NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTI.1 OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION.- I NOTED'�,ROVE. TION. - .. IN Btll,°" p IT up<' ol .iv 3�• ` x� KS k_ Y t ! Z r Y: �t gn . Q 130 Rosary Ln., Hyannis 1/21/2015 3 Y i i L nt rl is 130 Rosary Ln., Hyannis 1/21/2015 aka v II nth brlc 130 Rosary Ln., Hyannis 1/21/2015 s; y Y v. 4 - �� �� ��-w•f �L' i�'s�t� {.-��.�.'-�:.ems� _ _ �\'�+n -, I R 1 i qq „•..—.r —era iit`." �p.w+ , j �i• -"'_ r a _ s 33250 ,!Z�., J 130 Rosary Ln., Hyannis 1/21/2015 0 4� i j� Y . �d- 6 R r Y � <o �V i'lii ,.I� 111 I u f S � �3 C 130 Rosary Ln.. Hyannis 1/21/2015 PROJECT t Q NAME: d C G1 �L� Y—Yh 1 `tom ADDRESS: 3 aSr�r� �n--nC' PERMIT# d it S PERMIT DATE: cv S M/P: 3145 C- D LARGE PLANS ARE FILED IN: BANKERS BOX I ,� FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKER SBOX PROJECT [� ' NAME: I-I dd( 4 ADDRESS: � >S C--i' Lin E PERMIT# PERMIT DATE: Lo 3 qs 0 l R LARGE PLANS ARE FILED IN: � \,/ .BANKERSBOX s FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX t3 f j7i,) L 27 BA • ANNA BRIGHAM TO ALL NEW BUSINESS OWNERS ',°;;•�� Town ofBamstable Site Plan Review Coordinator Please Fill in: 367 Main Street,Hyannis,MA 02601 APPLICANT'S NAME: 1Q L. Fax( 230 HOME ADDRESS: 5i✓��I TELEPHONE NUMBER (- (Please give us a number where you can be reached) NAME OF NEW BUSINESS $ - TAW T�(PE;OF�BUST SS ' r t a, IS THIS A HOME OCCUPATION? N ADDRESS OF BUSINESS pu 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 Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signature listed below; you may apply for a business certificate at the Town Clerk's Office (Ist floor- Town Hall). 1. GO TO BUILDING INSPECTOR' FICE (4TH FLOOR TOWN HALL) This individual has f rm adAT any permit requirements that pertain to this type of business. Author- ed'Signature COMMENTS: AIP- 2. GO TO BOARD OF HEALTH (3RD FLOOR TOWN HALL) This individual has-been informed of the permit requirements that pertain to this type of business. Authorized Signature COMMENTS: 3. GO TO CONSUMER AFFAIRS (LICENSING AUTHORITY) - (3RD FLOOR SCHOOL ADMINISTRATION BUILDING) This individual has been informed of the licensing requirements that pertain to this-type of business. Authorized Signature COMMENTS: After obtaining the required signatures you must return to the Town Clerk's Office to obtain your business certificate (cost $20.01 years). A business certificate ONLY registers your name in the town of Barnstable - it does not give you permission to operate - must get that through completion of the processes from the various departments involved. 44 a package - ' steel HARBACK ROAD BUTTON, MASSACHUSETTS 01590 • • 1-508— 865-5871 uilding SYSTEMS DESIGN CALCULATIONS- , JOB: NO DATE: Feb. 1997 M&M Landscape & Tree 9702-019 Hyannis , MA. JOB DESCRIPTION: 40 l x6o' x16 Rigid Beam Clear Span ROOF LOAD 30 psf WIND LOAD BAY SPACING 3 20 COLLATERAL LOAD none *Wind Loads as outlined in section 1112.0 of the Mass . State Building Code . Wind Velocity - 90 mph Reference Pressure- 21 . ps4l . Feb 27 M'. 25 1997 mmi. out Page i P A C K A G E I N 0 U S T R I E 5 D E 5 I G N n 40 ' Wide rigid beam clear span for t''l&M Landscaping Structure fife: mml. str Frame line( s ) : 1 - 3 Width: 40. 00' Bay spacing: 20. CCU Frame type: RBC'• Loads (psf) : Live (30. 0) Dead ( 5. 0) 5 eismac (0. 64) Wind Left Right Eave height: 16. 00' 16- 00' Girt outset: �0" 113 0 Roof pitch: 1. 0000112 1. 0000/12 Distance to ridge: 2(.J1- Of)' 2 0. 00` Exterior col grade: 1C0.2 0 1CIO 11 Oil Exterior col base is pinned pinned Purlin depth : 8. 001, MEMBER SIZES, (Plate riles are a-bimates only. ) Ilember Flange =.field Web depth Wb thk Member Q1K,e:sr,. from jnt width thick ( ks•i , at joint uield length desig,=«;. '�n Left exterior column: ry` 1 F 1 't�n c 1 n b. t�� ��. 5li i . f 3: 4�_.. r c _. 3 out b. 00 }„ 37r-,i�" 50 ?: 9. 570 50 ksi 15. 33' Top/Bottom p i ates: 6. 01, x ii 1. c5:L00" b. 0" 'x I i. 0" x 62 L.'•=i CONNECTION plates: b. 0 x 19. 'v Y, 62501, �. 0" x i�. 0, x b�ai Left rafter - from exterior ''coliumn to ridge (roof pk ` : to 3 iwr 5. 000" 25001' "ta 2 i SL�C�=; ; ,,; 240. 832" RBH--F- ;. 07 upr 5. 000" 2500„ 50 3: 1'7. 500 5C) k�>z CONNECTION plates: b. 0,, ` x 19. 011 : x 62;5 "'; b. 0" x 1' . G x Right rafter - from ridge (roof Ps: ) to -xter:i sr coIUmn: 3 to 4 l wr 5. .000" 2 5)O' 50 3: 17. 5Oj 1 " 2 r-.3 J" ` u p r 5. 000" c 5t50" 10 44: 11. 500 50 k s i 20. 07 ' COjgNEC:T IOj,q plates: b. 0 x 19. 0 x 6250" b. G" x 19. Right exterior column': , :O 5 inb. OC�O" �1375" 504; 5{%�1` ' � a ' fi g{. �;�� : Zip:,{. D out ca. 00=5" 3i50" 50 5: g. 5i�;t:, 50 ksi 15. i'� .+p�'l�, Feb 27 08: 25 1997 mmi. out Fate 2 Top/Bottom plates: 6. G" x i1. G" x . 25GG" 6. 0" x 12. U" x 625011i *P indicates this ,point of this member is pinned ( free to rotate). TOTAL FRAME WEIGHT: 1576. 2 lbs - 1422. :3 (members) + 153. 9 ( plates ) , r , 1 SCALE: One inch ( 10 spaces horizontally, 6 lines vertically ) = 5. 6 feet w = tide flange member p = pipe member GIRT, PURL i N and BRACE SPACING Y" marks brace on both flanges. Left exterior column girts measured .from ,)oust- 1. 1 ) 3. 17413 13 2) 9. 17"B Left rafter purlins measured,, from joint 3. 1 ) 65'B 2) 5. 66' 3) 10. 6 84B ) 15. 704B j/7 Right rafter puryins measured from point D. 1 ) 65 4B 2) 5. 66' 3) 10. 68 '<B 4) 15. 704B Right exterior column pirts measured from joint 5. Feb 27 08: 25 1997 mmi. out Page 3 2) 9. 17 l B w r Feb 27 08: 25 1997 mmi. out Page LOAD GROUP DESCRIPTIONS Distributed Member Loads; Concentrated Joint Loads (Positive is up, to the right, ccw) t LOAD GROUP 1 : values from :toad file mmi: IN Live load of 30. 0 lbs per sq ft for frame mmi Dist 'd from Joint Horizontal ( kip/ft), Vertical ( kip/It) 2-- 4 . 000 4: . 006 2:.. —. 600- 4: . . Q00 No concentrated Joint loads in this group. LOAD GROUP 2: values from load file mmi. ded .Dead load of 5. 0 lbs per sq ft for frame mm1 t Dist 'd from Joint Horizontal ikip%ft) Vertical ( kipi'ft) 2-- 4 2: 000 4: Gvts ': —. 100 4: —. 100 No concentrated Joint loads in this group-. ?_ LOAD GROUP 3: values from load file mm.t. sel Seismic from left load of 0. 64 kites; C1 0. 00 DL + G. 50&SL ror. frai►_ mms, , No distributed member loads in -this group- Conc 'd at Joint Horizontal ( kip ) Vertical ( kip ) moment- (.in—kip ) 2 . 320 0010 o0 ) 4 320 ti 000 c100 5>5>5 LOAD GROUP 4: values Pram !bad file mm1. wnl Wind from left load of 21. 0 lb per -sQ ft for irame mmi Dist 'd from Joint Horizontal ( kip/ft) Vertical ( kipfft) , 1 to 2 1 252 2: 252 1 000 2: 11 ly�1 2 to 3 2: `.. 000- 3 000 336 3: 3- to 4 31: 00-D 4: 000 _. 294 4: 29-, 4 to 5 4: . 168 5: 168 4: 000 000 No concentrated joint loads in this group COMBINATIONS of LoAn GROUPS Feb 27 08: 25. 1997 mm1. out Page 5 Load Load group number/1D and weight in each load combination. case 1/liv 2/ded 3/sel 4/;wrI i i. 0000 1. 0000 . 0000 0000 2 . 5000 1. 0000 1. 0000 . 0000 3 0000 1. 0000 . 0000 1. 0000, 4 1. 0000 1. 0000 . 0000 5000 S . 5000 1. 0000 . 0000 1. t�G00 0000 6700 0000 :. 0000 LOAD CASE i. . . LL COLUMN BASE (Support ) REACTIONS . Joint Horizontal . Vertical Moment , , kips) ( kips) tin--kip ) x 1 4. 1 14. 0 5 --4. 1 14. 0 LOAD CASE 2. . . COLUMN BASE (Support) REACTIONS Joint Horizontal Vertical Moment. 1 2. 0 7. a ' LOAD CASE 3. . . COLUMN BASE (Support) REACTIONS JF3int H(^.rizorttaI Vertical Moment , ` i ips) tkaps) ( in-kip ) 5 —1. 7 -G. 4 - LOAD CASE 4. . . COLUMN N BASE (Support ) REACTIONS - Joint Horizontal Vertical Mc III enE ( kips) ( kips;.. tin• kif )' i 1. 4 10. i 5 — 11. = - LOAD CASE '.5 . COLU11"IN BASE ' (Stupport) REACTIONS Jvin 1"4Friionta1 }4'c^rvlcal MGmPT ; Hips ) ( nips) ( lr, -ksp ) _ , u ;'• ,; 1 Feb 27 08: 25 1997 mml. out Page 6 COLUMN BASE (Support). REACTIONS Joint Horizontal Vertica�l Moment ' ( kips ) ( kips) ( in-kip ) 1 -5. 0 -6. 5 -1. 5 -3. 5 Feb 27 09: 25 1997 mmi. out Page 7 SUMMARY: for ALL load cases considered. . . r w EXTREME COLUMN BASS .,(Support) REACTIONS Load case 0 means reaction of indicated sign did not occur. Joint Load Horizontal Load Vertical Load Moment case ( kips) case ( kip_) case- ( in-kip ) 1 Neg_> 6: -5. 0 6: -6. 4 POST 1: 4. 1 1 : - 14. 0 5 Neg - 4: -4. 6 6: -3. 5 POST 0: . 0 1: 14. 0 CONTROLLING CONNECTION PLATE MOMENT Max value of ( tension. flange moment)/ ( increase in allowable stress) Shear in plane of plate; axial perpendicular to plate joint Flanges Load Max moment Shear Axial X AISC allowake in tnsn case ( in-kip ) ( kip ) ( kip ) stress taken 2 Upper:Left 1 702. 0 14. 0 4.1 100 2 Lower/Right 6 529. 3 6. 4 1. 11 133 3 Upper/Upper 6 W i. 9 -1. 0 1..' i :.3:3 3 Lower/Lower i S 4. 5 . 0 4. 1 4 Upper/Right 1 702. 0 14. 0 4. 1 CONTROLLING CONNECTION PLATE ;a'r-EAR Max value of ( in-plane shear)/( increase in allowable stress ) (Axial perpendicular to plate; moment on' tension flange) Joint Load Max shear Axial Moment A15C allowable case ( kip ) ( Kip ) ( in--kip ) tress taken 2 1 14. 0 4. 1 702. 0 100 3 3 1. 0 . 9 271. 8 -. 133 � m 4 1 14. 0 4. 1., 702. 0 100 % MAXIMUM STRESS RATIOS for member connectinj joint 1 to 2'`. follow T;pe Load 1. AISC allwble Distance Ratio Case . . . stress fr jt 1 axial. stress 1 100 '. 0" . 09 shear stress 1 100 7 . 0" . 11 bnd lft fing.. 1 100 % 177 3- 9 hnd r,gt f ing 1 100 177. 3" cmb lft flag 5 100 110. 0" 1 cmb rgt flag 1 i0o `i; 177: 3" 6 r - Feb 27 US: 25 1997 mm1. out Page MAXIMUM STRESS RATIOS for member connecting joint 2 to 3 follow. Type Load 'l. AISC: allwble Distance Ratio Case 5.' TL'=5 . ¢r ,jt 2 axial stress 1 100 % 52.* 5" 04 shear stress 1 1.00 a 0!f . 44 bnd upr f ing 1 100 % - 233: 1 " . 93 bnd lwr fang 1 100 7 : 233. 1 " . 91 cmb upr fing 1 100 r 23;3. 1 " . 96 cmb lwr flag 1 loC) '.'. C}" 79 MAXIMUM STRESS RATIOS. for member connecting joint , 3 to , 4 f.oiiow. Type Load % AISC allwble Distance Ratio case stress fr jt 3 axial stress 1 100 % ;12i7. 9" 04 shear stress 1 100233. 5" . 44 bnd upr frog 1 100 :. 5" 9-.) . bnd 1wr fing 1 100 % 7. 5" . 91 cmb upr flag 3 1OC'i % 7, �» 96 cmb lwr flag 1 100 % 233. 5" 79 MAXIMUM STRESS RATIOS for member connecting joint 4 to 5 follow. Type Load ! AISC aiiwbie Distance Ratio case stress er jr 4 axial stress 1 iGO j; C1'' 09 shear stress 1 100 C, 11 bnd rgt frog 1 1-100 IX C'" 9 bnd if- fing 1 100 .n E1" Cif cmb rgt fing 3 100 Al 74. 0 11 cmb i Ft t 1nR F 1 .GC31 !A0:, 96 SEISMIC REPORT for LOAD CASE 2 Deflections at haunches Seismic shear: 'yet vertical :load: —16. 0 'Ixipsi Hc;rizontal deflection Column int Actual At lowed height Left haunch r 164" 2. 947" 15. 33 ' Right haunch 4 3241 " , 2. 947" 15. '33 ! Actual deflections_ compt"red withOU7 P—,delta analysi5i ' l"ectic�n dry fromar- J^c33h �b 1 r t " all 'wable'd`ef c ] n n �� .;•y � � ; � te Z, s a� ''the 1993 Iii3 'A National Bui !ding '"ode �x-ith theta f M&M.Landscape Hyannis, MA. Job No. 9702-019 design expandable endwall wind column eecf-17. 48 try w8X10 a= 2. 96 i= 30. 8 sx 7. 81 rx=3. 2- ry= . 84 rt= . 99 d/af=9. 77 effective hgt. =209. Bin. kl/rx= 65. 14 3/rt= 72. 43 f b ( i. 33 i=2a. C+i uniform wind load=w=. 252 m= 115. 50 in. kips sx required=m/fb= 4. 44 sx furnished= 7. 81 use wFIXIL0 M&M Landscape . Hyannis, MA. ,lob No. 9702-019 endwall beam design eb-40 iframe line 4) format. for output: bay bay load left right beam no. size ( kfft) reaction reaction size mom. mom. max. mom. mom. left end int. start right end plate mom. plate end distance from left end in feet to: end zero max. zero start of mom. int. mom. of plate point . mom. point plate actual bending stress at each location: left end max. start , right end of ant. of end plate mom. plate 1 19. 0 0 . 3675 2. 9664 4. 3836 w8 x i 3 -. 1838 -. 1838 9. 005 7 -9. SS0 i -f 7. 1386 0 . 0711 7. 0718 14. 0725 17. 2 2225 -. 2225 10. 9049 —4i s 9645 --20. ,75W 2 19. 7 . 3675 4. 4847 2. 8653 w8x13 -17. 1386 -9. 6998 10. 22 48 -. 0200 -. 0;200 1. 6 4. 7436 12. 2031 19. 6627 14. 7 . 20. 7531 -11. 7455 12. 3812 -. 0242 -. 0242 NOTES: Left Qvrhg/Unit. Load Right Qvrhg/Unit.. Load 1. 00 . 3675 . 33 3675 z ,Design endwall. column ecf-16. 33 11=30. 0 dl= 5. 0 wl=21. 0 bay=19. 0 Load Case 1: 1. 0011 1. OOd 1 . 50wl . 00c 1 Wall wind caeff. = . 60 Roof wind caeff. = . f30 Try W8X10 A= 2. 96 Ix= 30. 8 Sx= 7. 9 Rx=3.a22 Ry= . 94 Rt= . 99 D/Af= 9. 77 Effective col. hgt. =196. 0 inches kx=1. 0 kl/rx= 60. 86 ky=1. 0 kl/raj= 85. 61 Fat 1. 33)= 19. 58 Fb ( 1. 33)= 26. 01 F e( 1. 33)= 53. 62 axial load p= 5. 59 kips uniform wind load=w= . 126 kips/ft. m= 50. 41 faa=p/a 1. 99 _ fbb=m/s-4= 6. 45 Eq. H1-3 faa/: a+fbb/fb= . 34 a use � Design endwal I column ec f -16. 33 11=30. 0 di= 5. t w1-21. +j ;,a =1�i. 0 Load Case 2 u'Oli 1. OOdl 1. 00wi 00C1 '. Wall wind caeff. = . 60 Roof wind caeff. _ . 80 Try W8X10 a = 2. 96 1x= 3:0. 8 Sx= 7: 8 Rx=3. 22 -` Ry= . 84 Rt= . 99 D/Af= 9. 77 Effective col. hgt. =196. 0 inches kx=1. 0 kl/rx= 60. 86 k y=1. 0 k l/ry= 85. ,61 Fa( I. 33)= 19. 58 Fbt1. 33)= 26. 01 ` F e ( 1. 33)= 53. 62 axial load p= 67 kip. uniform wind laud=L6= 252 ?3ift. M= 100. 82 ry faa p/a= .` tis fbb'=m,'sx-12. 91 Eq. - HI-3 faa/fa+fbbifb= . 51 design corner column ccf-14. 72 sl=30. 0 b y=19. 0` , r corner column is supported both ways by girts girt spacing not to exceed 6. 0 ft. try w2x 1Q a= 2. 96 ry= . 84 axial load=p= 3. 67 ; effective hgt. = 72. kl/ry= E35. 61 fa=14. 72 area required=p/fa . 25 area furnished= 2. 96 use wBx1C1 M€O Landscape Hyannis, MA. Job No. 9702-019 WIND BRACING Bldq. Width= 40. 0 ft. Eave Hgt. 16. 00 fit. Pitch= 1. 00 in 12 Wind Pressure= 21. 0 psf Braced Bay= 20. 00 ft. No. of Braced Bays= 1 Wind Load Coefficients: 0. 60, 0. 90, 0. 90, 0. 40 (pos. is up and to the right) The Following Are The Column Locations From The Left Side Of The Bldg., The Roof Height, And The Wind Reactions (Windward & Leeward Combined ) Applied Into The Roof. Locn no. : Distance ( ft. ) : Height( ft. ) : L' oad ( kips) : 0 0. 00 16. 00 - 1. 68 , 1 20. 00 17. 67 3. 71 2 40. 00 16. 00 1. 68 The Following Are The Axial Loads In The Struts At Each Panel Location And The Compression Strut Req 'd. At Each Panel Location. Locn no. : Strut Force( kips. ) : Strut Req 'd : 0 3. 54 6z 21. 98s 1 3. 71 u.L 21. 98s 2 3. 54 63. 21. 9Ss The Following Are The Roof" Brace Forces In The Braces At Each Panel Location And The Bracing Material Req 'd. At Each Panel Location. (ROOF BRACING) Panel no. : Brace Force( #kips. ) : Brace Req ' d. 1 2. 62 br-4 2 2. 62 b;--4 The Following Are The Brace Forces In The Braces At Each Sidewall And The Bracing Material Req 'd. At Each Sidewall. (SIDEWALL BRACING) No. of Brace Brace Strut Strut Tiers: Force: Req `d : Fui--ce: Req `d,. Left S. W. - 1 4. 53 br-4 3. 5.4 NOT REG- D. Right S. W. - 1 4. 53 br--4 3. 54 NOT RE0 'L. i The Total Endwall Wind Force and The Number of Spans Resisting The Wind Force Are: (ENDWALL BRACING) Wind Force = 1. 76 kips No; 'of Spans= 1 Brace Atg No. of Brace Brace Strut Strut Span No. Tiers: Force: 'Req 'd : Force: Req'd: 1 2. 35 br-4 0. 00 NOT REG'D. ................. _......... • ... ...._.. ......_..................._................ ....... ..... M&ti Landscape, Hyannis, MA. -Job No. 9702-019 SEISMIC BRACING Bldg. Width= 40. 00 ft. Bldg. Length 60. 00 ft. Eave Hgt.. 16. 00 ft. Braced Bay= 20. 00 ft. No. of Traced Bads= 1 Cs = 0. 0533 50% Snow Load Included = 15. 00 psf mead Load Included= 5. 00 psf The Following Are The Panel Locations From The Left Side Of The Bldg. , And The Seismic Loads Applied Into The Roof Locn no. : Ui stanc e t ft. ? : Load { kin,. _ 3 : 0 0. 00 0. 64 1 20. 00 1. 28 ' 2 40. 00 0. 64 The Following Are The Axial Loads In The Struts At Each Panel Location And The Compression Strut Req 'd. At Each Panel Location. Locn no. : Strut Farce ( kips. ) : Strut Req`d : 0 1. 28 6z 21. 98s 1 1. 25 6z 21. 96s 2 1. 25 6z 21. 98s The Following Are The Roof Brace Forces in The Brazes At Each Panel Location And The Bracing Material Req 'd. At Each Panel Location. (ROOF BRACING), Panel no. : Brace Force( kips. ) : Brace Req 'd. : 1 0. 90 br-4 2 0. 90 br-4 The Following Are The Brace Forces in The Braces At. Each Sidewall and The Bracing Material Req 'd. At Each Sidewall. - No. of Brace .Brace S-t---:,ist Strut Tiers: Force: Req 'd, Yorc_: Req 'd. . Left S. W. — 1 1. 64 br-4' :, 1. 28 NOT REG'D. Right S. W. — i 1. 64 b r-4 1. ;jq NOT. RE::"D. The Total Endwall Seismic Force and The rqumber of Spans Resisting The Seismic Force Are: Seismic Force = 0. 45 kips No. of Spans= I Brace At No. of Brace Brace Strut Strut Span No. Tiers: Force: Req 'd : Force: Req'd: 2 1 0. 60 br-4 0. 0 NOT ki E0 'D. l M&M Landscape Hyannis, MA. Job .No. 9702-019 purlin design fy=55. 0 ks-L format for output: bay bay load left right purlin no. size ( kift) reaction reaction desig. w mam. mom. max. mnm. mom. left end int. start -T-ight end lap mom. lap end distance from left end in feet to: end zero max. zero start of mom. int. mom. of lap point mom. point lap actual bending stress at each location: left end max. start righj: end of int. of end sap mom. lap lap lengths left & right into span mininum lap length = 1. 0 ft. 1 19. 00 0. 1650 1. 2202 1. 9148 6ez-21f-1 0. 0000 0. 0000 4. 5116 -4. 7669 -6. 5993 0. O0100 0. 0;)C,0 7. 3950 14. %,C;99 13. .00OC, 0. 0000 0. 0000 27. 5515 29. 1111 2 0. 000� 1. uOt�t� 2 20. 00 0. 1650 1. 6500 1. 6'50 6i z-22f-1 -6. 5993 - -5. 0318 1. 6507 -5 0318 -6. 5993 1. O000 5. 52 69 10. 0000 14. A73 1 19."00C;Q. 20. 1505 .30. 7284 10. OE308 30. 7284 20. 1505 1. 0000 1. 0000 3 19. 00 0. 165O 1. 9148. 1. 22.-02 _ 6e z-21 f--1 -6. 5993 -4. 7669 4. 5116 0. 0000 4). 0000 1. 0000 4. G S.C}i 11. 6O50 19. t 000, 19. 0000 20. 1505 29. 111 , 27. 5515 _ 0. 0000 0. 0000 Purl in sparing = 5.^00 ft. Package Panel e y 12 12' 1211 I.I/2t1 I.1/4 3T/1611 ri 4w, 4.5/8i1 4.5/811 11 4.5/811 45/811 2.3/�1 4-5/8 PANEL THICK FY COIL WGT WGT Top of Panel Compr Bottom of Panel Compr, . MAT. (in) (ksi) WIDTH (#/ ft) (psf) Ix Sx(Top) Sx(Bot) Ix Sx(Top) Sx(Bot) G GA. •019 50 43.06 2.79 .93 .039 .041 .139 .040 .043 .126 GALV. . " k "LSR" Panel , 7/8" {, s 2•V2N 19 2 I MII PANEL THICK Fy COIL WGT WGT Top of Panel Compr Bottom of Panel Compr MAT (in) (ksi) WIDTH (#/ ft) (psf) Ix Sx(Top) Sx(Bot) Ix Sx(Top) Sx(Bot) 24 GA., .024 50 28.88 2.36 1.18 234 GALV. .104 .480 02 .072 077 ., M .a C , �} LIGHT ✓GAUGE ~SECTIONS ` - r r:: c:A. Map J° Parcel it# Conservation Office(4th floor)(8:30-9:30/1:00-2:00) tic� 1 Date Issued �02� Board of Health(3rd floor)(8:15 -9:30/1:00-4:45 A W' 3 6° 5-u Engineering Dept. (3rd floor) House# S MUST BE NCE. Planning Dept.(1st floor/School Admin. Bldg.) — a l tldS? D`efin• • e Plan pproved by Planning Board ! 19 AND GIiN TOWN - ATIONS TOWN OF BARNSTABLE C/ Building Permit Application Project Street Address 3,0 1-fb SA/a7- 4:0- ,-.36 Village Y14NHS 1. Owner _ 25 � Address 0,0 , 80X 7'0/ 1y/1tS701,A1 ^7/(,C f Telephone &7/Zsc,' - 5-0 3� s _ k Permit Request X 6-C> First Floor square feet Second Floor square feet Estimated Project Cost $ 0 Zoning District lood Plain Water.Protection Lot Size J 5-3 ` randfathered ? Zoning Board of Appeals Authorization /u 6*- Recorded Current Use Proposed Use Construction Type S' Commercial �_ Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway A/C Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Weat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds 1 Other Builder Information Name i!tI/a "0 Telephone Number-5'9 q Address /d, License# . 63 _74 3 (10 Home Improvement Contractor# /Z cw ens 0 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE h.7 BUILDING PERMIT DENIE 'FOR THE FOLLOW Ni, A ,S) FOR OFFICIAL USE ONLY • 4 P MIT NO. ' DA ISSUED .y • w r �_F MP/PARCEL NO. ADDRESS +y VILLAGE - •,' OWNER DATE OF INSPECTION': FOUNDATION ~{`^ FRAME INSULATION - Y FIREPLACE - a ELECTRICAL: ROUGH FINAL PLUMBING: ,$,OU .'FINAL , GAS: U p- FINAL FINAL BUILDI f , i co { ! m � j DATE CLOSE f y f ASSOCIATIO + ; to m N J ` .. I� _ �ItC TD0479/YltO7tU/C� './(iGpb�CLCIt[CGeGcb� �V DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Number Expires, Restricted Toh' '.00 DANIEL A SPEAKWI yr 15 SPEAK WAY ; . N HARWICH, HA 02645 i .. ... ... .. ... JEW HOME.IMPROVEMENT CONTRACTORts Registration 120040 Type - INDIVIDUAL Expiration 10/09/97 DAN A SPEAKMAN �« DAN A. SPEAKMAN ` 2 15 SPEAK NAY '< ADMINISTRATOR NO HARWICH MA 02645 ?+; . �. .� �`o.�� ' -�• .�'.. .. ...ray •!i'. •• ...:_: . '�` = •` T11c• CUnlmottrrealth of Atassachwelts"' 4 • M +_i: ' _ _�•�+ Department gJ'ludustrial Accidents • a ;i ��� 011lceallalkrs�l�o�s • � ' ' 6110 IF Fit np ron Street ` Boa7on M Workers' Compensation Insurance•AM(lavit A W,'9-t nMR—Wioni Ple�se PRiNT`,e - ► ,A1j ,/� � w Y�es�sxee�� � name• D,4 A !°"� 4 2P E-4 k' M ' inctition• :/�r SPC— Y \ dtL s�� eC � _ ""/ ' nhnnc# V3 1 am a homeowner erformin all work:myself ❑ . P S Y ❑ I am a sole proprietor and have no one working in any capacity e'TL,or. 00 am an employer providing workers' compensation for my employees working on this job. Cmm11nne nrtnei ^741J city: Nc�. � tilc/1C�• ��' nhnne#s �g� �y® •/n�S C? ` A0 nntiev# 6V z I/1.0"?1 17 77, ❑ 1 am a sole proprietor,general contractor,or homeowner(circle one).and have hired the contractors listed below who hay. the following workers' compensation polices: ommnam•name• '• • address, city: phone insurnnee co # --t °--fir%.+: «--:.T•:-•- --..- �e,..a,+a:..-.air..-=.�r_.••r--r_.nn^sn,�.sr�r_• - - _ - 'ps�e�+�tr..W;r.�!__R�_ i�^'�!�"�-.�lselGt*1!.+r••-^-sr cemn inv name, Address, city- phone#., insurst ice co neffeY# Attaen additiorial_sbeet fttieeess65 arr•- :-_+_ - -s°?'•�•*+ n'•" : _.__,___ .L _ •.r _x___ _------ Failure to secure coverace as required under Section 3A of MGL 152 can lead to the imposition of at peaaldes of s fine up to 61.500.00 and/or One years'imprisonment as Drell as ci ii penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day aping me. t understand that a COPY of this statement may be forwarded to the ORice of Investigations of the DIA for con"p verification. I do herebr if}}•u Ice rise pains d peer ojpedurp That the infornrarion provided abose is trot mrd eo 7 8igntuute ate 9 Print name . 04 x - Si-Ir 14r/ZfAJ -Phone# y3 2•-SSeZ-S oliiciaf use only do not write is obis area to be completed by city or town offieial city or town: permft/licenu# niluiidinp Department Ot.iceasin0 Board cheek if immediate response is required �Seleetmen's Oifce �1lesith Department contact person• phone#,- nOther�_ ,M Information and Instructions �= Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their emplo.•ces..As quoted from the"law".an emplgrlee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An einpinrer is defined as an individual, partnership,association. corporation or other entity, or am-two or more the foregoin engaged in a joint enterprise.and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein. or the occupant of the dwelIin,house of another who employs persons to do maintenance,construction or repair work on such dwelling hou: or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 1.52 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha P been presented to the contracting authority. . �­ .��,fw...�.+.�-.�. z tl:+� 'M•' j 1�� _ .i '.' 1 K`.r.w �.•'.ri.,vtf".'/-�.�..,i ..� .4 �• �i,• - •:.. .pw3r,"r:�: �'•+ .f, ''Q7.+�:'t��:. .1�� '�':�. ....�•-. ;r1'i' Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. �...,,, .... .. •,.:. 777 -:* 7777.;;:;ass«-.::-i c.. t•r;�:%�� ,a+?�►+ R City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Plea: be sure to fill in the permittlicense number which will be used as a reference number. The affidavits may be returned tc the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions Please do not hesitate to give us a call. _ .:•.. -- ,. r .. ,� ...:-::. ..a��•: ::.ems:' The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street _ Boston,Ma. 02111 fax#: (617)727-7749 '. phone #: (617) 7274900 ext. 406, 409 or 375 "s { • dp tf!� • The Town of Barnstable • .�nr►erwai,E, • ' � Department of Health, Safety and Environmental Services Fc +" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 7, 1996 John H. Milne 49 Harbor Road Hyannis, MA 02601 Re: Site Plan Review Number 119-95 Merlesena 13 Rosary Lane, Hyannis Dear Mr. Milne: The above referenced site plan is approved. Please be informed that you must comply with any requirements the Zoning Board of A peals may impose, any conditions listed on the Certificate of Review and that a building permit is necessary rior to any construction. Upon completion of all work, he letter of certification required by Section 4-7.8 (7 ) of the Town of Barnstable Zoning Ordinances must be submitted. Should you have any questions, please feel free to call. Restful 009 Ral pCros sen Buiding Commissioner RMC/car enc. s01091z ;�YME 1q� The Town of Barnstable 11AAMMIX 6` � Department of Health, Safety and Environmental Services Fa +" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner TO: Gail Nightingale, Chairman, Zoning Board Of Appeals FROM: Ralph M. Crossen, Building Commissioner SUBJECT: Site Plan Review File SP-119-95 Merlesena 13 Rosary Lane, Hyannis DATE: February 7, 1996 The above referenced site plan has been reviewed and is deemed approved for purposes of referral to the Zoning Board Of Appeals. Attached please find: 1. a copy of the Certificate Of Review, 2. a copy of the letter of approval. S010192A MN The Town of Barnstable 59. Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner SITE PLAN REVIEW CERTIFICATE OF REVIEW I certify that John H. Milne for John & Paul Merlesena has submitted a site plan SP-119-95 pursuant to Barnstable Zoning Ordinance, Section 4-7, and that such site plan has been reviewed and deemed approved for review by ZBA with conditions: Must seek relief from section 3-5.2 6 C Must provide determination from fire protection engineer stating that water main will provide adequate water to site. Must satisfy requirements of BOH re: septic system. Building Commissioner December 21, 1995 date of action SO1019K i G,o.o IN exiAt i ng jou ad. !/ At a -ea / 20933 aj M' _ too, C 6 w.. Jhe joundatt;on ahown on this, plan ill located as a wwn and ► zeta. the setback iitencertt�. o -own o - 0 - , LaItS ! _ . 5 to Plan 'oi tand in ldyannii, Mq 9o�t M M..eand4c,pe & 94,ee CU. 13e f. a.tot ad. ahown on plan teco tded an book- 19 paw 65. � e !u-30 r bate 44-V ff FI& Cape � i 19 kaoibot oad /dgan*viA, M9 02601 �t OF`mow ... - a�490- '�� f. GAFFNEY ARCHITECTS September 22,2002 R TOWN OF BARNSTABLE BUILDING DEPARTMENT RE: PHASE 2 OF PREVIOUSLY APPROVED SITE PLAN#119-95 MERLESENA REALTY TRUST CORP. 130 ROSARY LANE,HYANNIS TO WHOM IT MAY CONCERN: Merlesena Realty Trust Corp. is seeking a building permit to complete the second phase of their previously approved project as referenced above. Phase 1,a 2400 sq.ft metal-building along with the on site drainage and on site septic system' was completed prior to issuance of the building's occupancy permit#25409 issued 09-04-97.Financial restraints prohibited the Owner from completing the full project in 1997 and consequently the Owner is 3 , now seeking to build the remaining 3600 sq. ft.without any modifications from the original approved - design now being referred to a Phase 2. The site plan attached is a duplication of the original approved site,drainage,septic,parking, lighting plans and in essence was prepared to illustrate the portion of the building that is now existing and to confirm that there is no change to.the building size or location,no change in septic or drainage,no change to parking and circulation. A copy of the original site plan and approvals are attached that support that there is no change in change in sc modifications being requested. y r Respec you , Robert H. Therrien,AIA President P:\Server Stu$1Projects\Comm=W Bui1dmgsWerIm=\ r bW&dept 9-22-02.wpd GAFFNEY ARCHITECTS.INC.•926 Main Street,Yamiouth Pat,MA. MAIL:P.O.BOX 911,Dennis,AAA 02638 (608)3854490I544718M(Fax) WEB SITE www.Qaftnev-architects.com E-MAIL gaffneyftalfieY-archiotects.00m cow A. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 345 018 GEOBASE ID 25090 ADDRESS 130 ROSARY LANE PHONE (508)428-5030 HYANNIS ZIP - LOT BLOCK LOT SIZE DBA - DEVELOPMENT DISTRICT HY PERMIT 25409 DESCRIPTION PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: I ' Department of Health �Saf ty. ARCHITECTS: and Environmental Sere c TOTAL FEES BOND CONSTRUCTION COSTS $-00 s 4 + BARNSTABIF, !: ,i MASS.'`} OWNER MERLESENA, P JOHN TR ADDRESS MERLESENA REALTY CORP PO BOX 721 BUILD W BARNSTABLE MA By DATE ISSUED 09/04/1997 EXPIRATION DATE 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 APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK 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- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL PLUMBING AND MECH 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 t ! f 7 2 2 � 2 3 1 HEATING INSP ON APPROVALS ENGINEERING DEPARTMENT 2 BOARWF L u " — z _ '7 OTHER: ` SITE PLAN REVIEW APPROVAL .u C..4 R'[J -�c,�.,� J r wP WORK SHALL NOfd PR EE UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCT IN 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.`ROVE TION. No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for �Diopooal Opotem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Xcomplete System ❑Individual Components Location Address or Lot No. r Own��R is Na e,Address and Tel.Nit�� 13 go s it y �i ��e5 e t y Ca'r s, Assessor's Map/Parcel H v N P•B.AOX YS'4r �+ ?B MAC y S� /�J�y��✓I 3y - �8' Installer's Name,Address,and Tel.No. Desi nngr's Name,Address and Tel.No. 7 7 —045& /1`$CO C/ti StrrrC>'i0h Col. 9,Vh a Te Fiihl- St Ina2r."761y 11110'A4. ' 4f.4 yq ff,4r-b6)k9d Ny4?P1&g1-s Type of Building: 07 g 33 Dwelling No.of Bedrooms. Lot Size i sq.ft. Garbage Grinder( ) Other Type of Building A 1! 1-0 No.of Persons Showers( ) Cafeteria( ) Other Fixtures -- Design Flow 0 gallons per day. Calculated daily flow gallons.^ Plan Date Z — 7 Number of sheets Revision Date 12 '-" Title Size of Septic Tank 4 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(An wer when applicable) � h Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date I't ;=?1G Application Disapproved for R foll tng reasons Permit No. /_�(�rs.�/ Date Issued --------------------------------------- THE COMMONWEALTH OF`MASSACHUSE',4 Te. BARNSTABLE, MASSACMSMSNGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING Certificate of Com t (,"" WAS INSTALLED IN STRICT CE TO PLAN, ! THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and tW for Disposal S stem Construction,Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------- No. 1*i3/ Fee lot=_ THE COMMONWEALTH OF MASSACBBSSNI ENGINEER MUST SUPERVISE PUBLIC HEALTH DIVISION - BARNSTABLEM IFY IN WRITING D IN STRICT ACCORDANCE TO PLAN. Mgooal bpgtem Con!truction Permit Permission is hereby granted Construct(✓)Repair( )Upgrade( )Abandon( ) System located at 1 S N�/ /� n f d, Y eZ H h r and as described in the above Application for Disposal System Construction Permit;The applicant recognizes his/her duty to comply nth Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. D Approved by C Enginccring Dcpt. (3rd floor) Map Parcel Ll .7 S 6'k.Fermit# "House# Date Issued , fr Board of Health(3rd floor)(8:15-9:30/1:00-430) Nh r,vie Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00L20 o ! !�s 14� �rc �"�•. 19 r sd�t�r se ,►s{,s .r, , TOWN OF BARNSTABLE Building Permit Application '� `� w Project Street Address 3 S c7 r h e ' Z I Village Owneri'leAeSCna 1�eaL t y Co rA Address STD g ; #YcA&f5 Telephone Permit Request /�( 7, � C _ ` I First Floor 6©©© square feet Second Floor I N i "' square feet Construction Type M e.1-1�t n -Estimated Project Cost $ 1.5RI�Pi®e Zoning District ,[3 Flood Plain C Za e✓ Water Protection F-f'Y a H n I Lot Size 010 9' Y h4o— Grandfathered [ 1'es ❑No Dwelling'l�pe: Single Family El Two Family p Multi-Family(#units) Age of Existing Structure j't/-Q 1-t> Historic House ❑Yes io On Old King's Highway p Yes &o Basement Type: ❑Full ❑Crawl p Walkout ❑Other S I Basement Finished Area(sq.ft.) Zl+ Basement Unfinished Area(sq.ft) N ' Number of Baths: Full: Existing New ram' Half: Existing New S No.of Bedrooms: Existing — New Total Room Count(not including baths):Existing A"'IA New First Floor Room Count Heat Type and F el: (g Gas p Oil ❑Electric ❑Other Central Air t' Yes ❑No Fireplaces: Existinp,�/A New Existing wood/coal stove El Yes ( o Garage: ❑Detached(size) Other Detached Structures: Q Pool(size) ❑Attached(size), ❑Barn(size) IV .4" ❑None �/� ' ❑Shed(size) ❑Other(size) 4 Zoning Board of Appeals Authorization p Appeal# Recorded p Commercial- bYes p No .. If yes,site plan review# Current Use Proposed Use F ' 5 T r Builder Information �- � y� o Name Telephone Number Address 'h License# B / 9 y y �y- Home Improvement Contractor# 4:2 7 g��WWorker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ile if SIGNATURE. ATE 17- Zf( BUILDING PER DENIED FOR THE FOLLOWING REASON(S) OpIME r Town of Barnstable Regulatory Services MASS.* saxxsrnsi.s, Thomas F.Geiler,Director 1 '''Fo►9. & Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 5, 2002 Mr. Paul Merlensena 60 Smoke Valley Road Osterville, Ma 02655 Re: SPR 061-02 Waterworks Irrigation, 130 Rosary Lane, Hyannis (R345-018) Proposal: Construct new 3,600 sf addition to existing building Dear Mr. Merlesena: Please be advised that this application was approved admini-stratively on December 4th A signed copy of the plan is enclosed for your convenience. As previously informed, you are required to abide by all Board of Health regulations. Please contact me directly in the event that you require additional clarification. me ely, r Robin C. Giangregorio Zoning&-Site Plan Review Coordinator PACKAGE Package Industries, Inc. 15 Harback Road Sutton,MA 01590 TEL:(508)865-5871 FAX:(508)865-9130 Email:sales@pkgmail.com Letter of Certification(Page 1 of 2) Customer: Project: Date:6/23/2003 Dan Speakman M&M Landscape and Tree Project ID:0305-058 15 Speak Way 130 4`Rosemary Lane North Harwich,MA 02645 Hyannis, MA 02601 Overall Building Description .. _..___... _......_.._.........:.:_:._._..._..... ............._:............_._.. _.. — ....._.........._..._._..._....._._.._.................._..........._...............:....__...._. .__:_:...._.._.: _.::...__:_..W_:.:.. .... _..__.._ Width Length Left Eave ' Right Eave i Left Pitch Right Pitch Peak Height Ridge Offset (ft)._... .. (ft.) ) 12 ft. 1 (.12 (_� ... (ft.) 1 40 0 90 16.0 16.0 1 0 , T1 0 17 67 20.0 1 _ ........ This is to certify the above referenced building and its components have been designed in accordance with Package Industries,Inc.'s standard design practices and established pertinent procedures and recommendations of the following Organizations and/or Specifications. American Institute of Steel Construction AISC 89 American Iron and Steel Institute AISI 89 American Welding Society Structural Welding Code(AWS D1.1) Metal Building Manufacturers Association(MBMA) American Society for Testing and Materials(ASTM) AISC Category MB Manufacturers Certification Design Data Building Code: MSC(6th Edition) Building Classification Category: Standard Building End Use: Business Snow Loads Seismic Loads Ground Snow(Pg) N/A psf j Seismic Hazard Group : I , Snow Exposure Factor N/A Seismic Importance(Ie) 1.0 (Ce) € Acceleration Coeff(Aa) : 0.12 Snow Thermal Factor(Ct) : N/A Acceleration Coeff(Av) : 0.12 Snow Importance Factor ' (Is) ' N/A f Seismic Design Category : C Flat Roof Snow(Pf) : 25.0 psf [ Soil Profile : S3 A i [ E Response Modification(OMF),R : 4.5 Sloped Roof Factor(Cs) : 1.00 Response Modification(OCBF),R : 5 Sloped Roof Snow(Ps) : 25.0 psf Seismic Response Coefficent(OMF),Cs : 0.067 Design Roof Snow : 25.0 psf ! Seismic Response Coefficent(OCBF),Cs : 0.060 %Snow Used in Seismic 50 Deflection Amplification(OMF),Cd 4 Roof Dead,Collateral&Live Loads ( : Deflection Amplification(OCBF),Cd : 4.5 °1 Dead Load 3 psf`€ -Design Base Shear(V)=Cs *W Collateral Load 3 psf Analysis Procedure 1612.5 Live Load 20 psf fl Auxilary Load(s) Live Load Reduction No Taken None .................... .......... `} Wind Loads Basic Wind Speed : 90 mph i Wind Exposure : C 3 Building Enclosure : Closed j Importance(Iw) 1 ' Reference Wind Press : 21.0 psf . If - Package Industries, Inc. 15 Harback Road Sutton,MA 01590 TEL:(508)865-5871 FAX:(508)865-9130 Email: sales@pkgmailcom Letter of Certification(Page 2 of 2) Customer: Project: Date:6/23/2003 Dan Speakman M&M Landscape and Tree Project ID:0305-058 15 Speak Way 1 3 o 26,Rosemary Lane North Harwich,MA 02645 Hyannis,MA 02601 Additional Structural Material may be fabricated and provided for use in a Package Industries,Inc.building by any of the following fabricators: Panels and Trims: MBCl/NCI Building Components Rome,NY MBCl/NCI Building Components Richmond,VA MBCl/NCI Building Components Atlanta, GA Barjoist: Canam Steel Corp. Point of Rocks,MD Canam Steel Corp. Columbus, OH John W.Hancock,Jr.,Inc. Salem,VA Vulcraft Div.,Nucor Corp. St.Joe,IN This Letter of Certification applies solely to the building and its component parts as furnished by Package Industries, . Inc.,and specifically excludes any foundation,masonry,general contract work,materials or components not furnished by Package Industries,Inc.,or any unauthorized modifications to framing systems furnished by Package Industries, Inc..Inspections and/or erection certifications are not by Package Industries,Inc.. The Design and Certification for this project is in accord with the provisions and loads specified in the Order Documentation.The buyer is responsible for verifying that the specified loads above are in compliance with the local regulatory authorities. OF Sincerely, v STRUCTURAL e„ No.41541 0,e-zo . Q • �inmlf � P.E. � . . ALA qc too uns; Say ��a , .�' s a S ,a, 1, €° :♦ - 5'x cM ar$ 3. 2`ra. f p'x3#yyT�y' """ „yam"" 3 'el `` ''f a s w rA�'sY ' '� [ k "•_ 3 �i L+. � kk h 5 is w. 5 rr t .I �iry y ' 4=' r k"'wo uk� e r a � if Own "WIM- �M�y{ rp ��x♦yy 5a ° t r 1 � 51 • e, N Mb w ;„ ,. k �".}'&' ` a s t ' M. a + Ull Own WAS 3 . � Ez AAA to MOK N. tin 34. M WWI gagnso Y}_ .,��1 3 'IMP y^� Tj N S c p �'+ us iw <,a V lip nil G v �r "y S i > µ � ADDRESS: '1".�." " 7 PERMIT# j PERMIT.DATE:-77 �. 'r - �/JAB �r LARGE- wwi+�vl FELE xhl PR FULED _ PTICA MR ET , INFORMATION SBEET FILED IN STREET gAvpfiles/forn slarch vef13AMRSBO TJ N - MAN CANS /V1 ,N) JLA r�7SG �- 3� r25/�7 STANDARD DETAILS ACCESSORY DETAILS OUTSET FRAMED ENDWALL SD-1.10 -f PASS DOOR ASSEMBLY AD-1.10 FLUSH FRAMED ENDWALL SD-1.20 .. PASS DOOR TRIM AD-1.12 1 1/2" OUTSET ENDWALL SD-1.30 PASS DOOR JAMB EXTENSIONS AD-1.13 EXPANDABLE ENDWALL WIND COLUMN SD-2.10 OVERHEAD DOOR ASSEMBLY AD-1.20 ROOF AND WALL SHEETING SD-3.10 MONOVENT AD-2.10 FACIA GUTTER SD-4.10 EXHAUST FAN AD-2.20 HIGH—LOW ROOF $D-5.10 WINDOWS AD-3.10 CANOPYS SD-610 ROOF SHOE INST'ALL.ATION t` AD-4.10 PORTAL BRACE FLUSH AND OUTSET SD-7.10 FLOOR. SYSTEM AD-5.10 FLANGE, PURLIN, BRACE DETAILS SD-7.20 ZEE PURLIN AND PANEL LAPS SD.,8.10 CEE PURLIN AND PANEL LAPS SD-8.20 FACIA TRIM SD-9.10 LOWER FACIA CORNER CAP SD-9.20 INSIDE FACIA CORNER CAP SD-9.3'0 , PEAK BOX PLACEMENT SD-9.40 o, r _ . ENDWALL FACIA CHANNEL COLUMN • • F V4" EAVE ; BOLTS,��' STRUT ; FIELD YIELD EAVE STRUT CUP # , t . TO PURUN N I -------------- TOP Aj (4) 1/2'x1 1/47-BOLTS (2)1/2"x1 1/4"BOLTS(TYP) SIDEWALC PURLIN t I CO-I CLIP (4) 1/2'x1't/2- BOLTS GIRT I . (0' TO 3' ENDWALL ENDWALL BEAM ENDWALL BEAM m "`°" (4)I/2°x I l/2"BOLTS xa GIRTS (TYP) ENDWALL ,. CORNER GIRT 1 COLUMN---',,. (4) I/2'xII&BOLTS CORNER COLUMN ENDWALL COLUMN i1 f i (TYP) DETAIL A (2)1/2"xi 1/2" BOLTS(TYP) DETAIL sw.l0 CO-2 CLIP DETAIL ~ D N SD-1.10 SO-1.10 DETAIL SD-1.10 ' GENERAL NOTES C , S D-1.20 C SD-Ho E SD-1.10 p " NOTE OUTER FLANGE i So-I.10 OF GIRTS TO FACE UP ENDWALL BEAM SD-1.10 SD-1.10 (4) 5/8'x1 3/4" A325 PACKAGE STEEL BLDG'S BOLTS - PA, "J R.G • - HA O ROAD. - °Y.,OM. go Y.a YtOs STANDARD, ERECTION MANUAL ..ISOMETRIC NONE DETAIL E ' " OUTSET FRAMED ENDWALL so-1.10 a 1-e2 D- 1.10 EAVE STRUT * EAVE STRUT CLIP FACIA CHANNEL (2)V2"x 1 12"BOLTS(TYP) (4) 1/2"x1 1/4" BOLTS (FC-10) (4) 1/2"xt 1/2' BOLTS PURLIN - - FIELD WELD PURLINS (2) 1/2°x I I/2tt BOLTS pURLIN FACIA CHANNEL (TYP.) p' TO 3" � --..-- -------- TO PURLIN TOP . ENDWALL 8 BOTTOM BEAM ENDWALL �(2)1/2%112"BOLTS (TYP.) (6) 5/8"x2"A325 BOLTS (4)1/2 x 1 1/2' BOLTS BEAM t(TYP)t .�(4) 12°xll2°BOLTS (TYP.) (TYP) (4) 1/2 x11/2 BOLTS D tt (TYP) CORNER COLUMN i ENDWALL ENDWALL BEAM I ENDWALL BEAM (6) 5/8"x O A325 BOLTS COLUMN ° 0 (TYP) . n ENDWALL COLUMN I A B DETAIL SD-1.20 DETAIL SD-,.2o DETAIL SD- DETAIL SD-1.20 (2) 1/2"x 11/4"BOLTS(TYP) I -1 � ® so-1.20 \ "CO-I"CLIP I b j "CJ-2" CLIP �'FF-6°CLIP �•� 1 � 4 (2) 1/2"x11/2"BOLTS j I (1YP) i t I GIRT I E i B I DETAIL SD-1.20 CORNER COLUMN E SD-1.20 j so - NOTE: OUTER FLANGE j A -OF GIRTS TO FACE UP 1 SD-1.20 (2)1/2"xI 1/4"BOLTS (TYP) I I 1 fj i i GIRT F SD-1.20 I "FF-6"CLIP I E . 1 �'t� � _ SD-1.20 i i ! PACKAGE STEEL BLDG'S ! E"ALL CcZUMN (2)1/2"xI 1/2" BOLTS o.RK,CK ROAD - INC. t (TYP) STANDARD ERECTION MANUAL � ISOMETRIC NONE •.o DETAIL F.20 FLUSH FRAMED ENDWALL ' e-1-82 EAVE STRUT " EAVE STRUT CLIP FACIA CHANNEL (2) I/Ox1 1/2"BOLTS (TYP) (FC-10) (4) 1/2"x1 1/4" BOLTS (4) 1/2"x1 1/2" BOLTS PURUN FIELD WELD PURLINS /`(2)1/2NI 1/2"BOLTS PURUN 0 TO 3" FACIA CHANNEL / (TYP.) TO PURLIN TOP I ENDWALL 81 BOTTOM BEAM ENDWALL_�► \—(2) 1/2"x 1 1/2"BOLTS (TYP) (6) 5/8"x2"A325 BOLTS-� (4)1/2% 1 1/2" BOLTS BEAM (4) I/2�'x I I/2�' BOLTS (TYP.) (TYP) (TYP.) f— (4) I/2°x I I/2°BOLTS (TYP.) - CORNER COLUMN ENDWALL ENDWALL BEAM ENDWALL BEAM ric—l�\2(6) 5/8"x2"A325 BOLTS COLUMN ENDWALL COLUMN (TYP.) A B I AT RIDGE DETAIL SD-130 DETAIL SD-1.30 DETAIL -1 ° . SD-1.30 DETAIL SD-1,30 GC-1.5 CLIP (2)1/2 k i 1/4,BOLTS CO-3 CLIP CLIP p S D-1.30 O i CJ-1.5 CLIP w (2)1/2"x 11& ® I O BOLTS O 0 GIRT ` CORNER COLUMN DETAIL sDE B.3o E SD-i.30' so-1.10 - NOTE: OUTER FLANGE A OF GIRTS TO FACE UP (2) 1/2"x 1 1/4"BOLTS SD-1.30 (2) 1/2"x 1 1/2° m ® /—GIRT BOLTS F SD-1.30 ® E SD-1.30 PACKAGE STEEL BLDG'S •CK.OK INDUHT ".INC. STANDARD ERECTION MANUAL ENDWALL COLUMN GC-1.5 CLIP ISOMETRIC DETAIL SD 1.30 1 1/2" OUTSET FRAMED ENDWALL ..K ............. SO 1.30 -- I 1/2°x 11/2°HEX BOLTS • MAIN FRAME MAIN FRAME 1/2°x 1 1/2° HEX BOLTS WCC- CLIP /2°xl I/2° I� I/2°x 1 1/2° HEX BOLTS 1MAIN - ' HEX BOLTS MAIN I� FRAME FRAME 1 r -- WC-.I CLIP WIND WC-I CLIP WIND I/2'I x l I/211 O COLUMN COLUMN HEX BOLTS I/2°x I I/2'I HEX BOLTS I/2"-x 1 1/2" HEX BOLTS I� WCC- CLIP 1/2"x 1 1/2" WIND COLUMN HEX BOLTS . II � Ij WIND 11 COLUMN SECTION "A-A SECTION"B-B " SECTION"C-C" SECTION" D-D" c MAIN FRAME MAIN FRAME C WC-1 CLIP B B q D A D WIND WIND COLUMN COLUMN PACKAGE STEEL BLDG'S VIICEAGC pUILDERp.INC. _ STANDARD ERECTION MANUAL OUTSET COLUMN ISOMETRIC NONE A.J.T. FLUSH COLUMN ••° EXPANDABLE ENDWALL WIND COLUMNS 12 x1121 CIF SCREW MASTIC ROOF SHEET ! PURLIN (OPTIONAL) TRIM STRIP ` (IS- ) - 12 x 11/2N CF SCREW 12 x 1 1/4N SCREW (12N O.C.) WALL COLOR(6NO.C.) APPLY MASTIC TO ROOF PANEL 141x3/411 CF SCREW FACIA CHANNEL • LAPS AS SHOWN (18 O.C.) FROM 6 MARK (FC-10) TO RIDGE MASTIC j 14x 3/4"CF SCREW , (9°O.C.) FIRST 61 FROM EAVE 12 x1 1/2B CF SCREW , (6N O.C.) ' , 12 x 1 1/4N SCREW , • WALL COLOR 020C.) GIRT EAVE STRUT • FACIA TRIM FACIA TRIM -SILL ANGLE ' (FT-10) (FT-10) (SA-10) . • LOWER FACIA CORNER CAP( HT - (LFCC-IR) (OPTIONAL) BASE GIRT +� • 12x1114' SCREW j'(6NO.C.) WALL COLOR FACE STANDARD'FF-6B a (OPTIONAL) °CJ-2B CLIPS THIS DIRECTION WHEN USING BASE GIRT. SILL TRIM (SF-10) " W x3/4° CF ENDWALL -WALL COLOR (18°O.C.) 12x11/411 SCREW PACKAGE STEEL BLDG'S _ PACKAGE pU1LOERg.INC. WALL COLOR(6°O.C.) NARBACK ROAD, - gUTfoN.MABA OIgYI 12xIB SCREW / +� STANDARD ERECTION MANUAL TRIM COLOR 0211 O.C) FOR REVERSE ROLL WALL .SIDEWALL OUTSIDE CORNER TRIM PANELS 12x11/4° SCREW ISOMETRIC .NONe ...,. \ (OCT) SPACINGS WILL BE 12" O.C. (RROCT FOR REV AND WALL SHEETING V. ROLL PANELS) ..PnP.. 2) l4x3A!CFSCREM (3'OC�9HIGH RIB OF PANEL) HIGH RIB OF (8) POP METS FACIA GUTTER GUTTER HANGER' I 3" ROOF SHEET (FG I) �pP (FGH-1) I t 1 T � 1 T • I. (2)14x344�CF3 GUTTER • � OUTLET FA CIA GUT TER GUTTER END CAP • CORNER CAP (GO-0 (FG-1) (GEC-R) (LFCC-IR) SAVE .........•..... ---. STRUT --••---....---- i j -� FACIA GUTTER FACIA GUTTER 1 (FG-1) (FG-1) I ; -FIELD CUT HOLE IN GUTTER t (8) POP RIVETS `` - PER LAP (4) POP RIVETS ` (8) POP RIVETS DETAIL"A" DETAIL"B" WALL SHEET pETAIL°C„ PER LAP (SEE DETAIL "A" GUTTER LAP DETAIL �'�.. DETAIL"p• FOR LOCATION) GUTTER HANGER GUTTER OUTLET ENDCAP DETAIL NOTE: WALL BRACKET MUST BE WALL PANELS P ATTACHED TO DOWNSPOUT - WB— REGULAR ROLL R ` BEFORE ATTACHMENT TO RWB— REVERSE ROLL BUILDING. i DOWNSPOUT I (DS-10) I • I (4) POP RIVETS i PER LAP i i "A" so-a.io V WALL BRACKET i to WALL i " so a.io so-a.io , I PANEL i1Clo (2) 14 x 3/4 WALL SD-a.io SCREWS PER WB DETAIL "F" DETAIL"F" DOWNSPOUT LAP DETAIL (2) 14x3/4 WALL WALL BRACKET SCREWS PER WB sD-4.10 IlG ll SD-a.10 D„ ROOF SHEET 4 SD-a.10 DOWN SPOUT (FGH-I) 3O�- - (DS 10) � e . (FG-1) 30�, \ 3" SHOE NOTES- DOWN SPOUT. (4)POP RIVETS _ LAP (DS 10) SEALER TO BE USED AT ALL PER LAP . GUTTER TO GUTTER LAPS �+ .�� —END CAP TO GUTTER CONNECTIONS WALL ' —GUTTER OUTLET TO GUTTER SHEET PACKAGE STEEL BLDG'S _ SHOE PACKAGE eW=",INC NAR.ACK SHOE WALL BRACKET STANDARD ERECTION MANUAL DETAIL°G" DETAIL"H" DETAILS •� °.... NONE ••-•°° SHOE DETAIL EAVE OVERHANG (DS 10) FACIA GUTTER } r r Z t r A HIGH ROOF 5 I, AT GABLE y _) sD-9.10 I 'p" it ENDWALL SD-1.10 ii COLUMN i A y II q ;i HIGH ROOF SD-&Io ENDWALL BEAM GR.x1• - GR.99'-6' uu I; i HIGH RIB OF 2 ENDWALL BEAM WALL PANEL ( LOW BLDG.) ENDWALL COLUMN II LTJ TO OF BOLTS q-TO i- OF BOLTS� 12 Ct TO OF BOLTS 1211S/8" 0 A325 BOLTS BUILDING WIDTH (OUT-TO-OUT) II I - I I ` ,.;H-LOW ROOF YPE DETAIL SD-S.lo r J 1 r ZAr l r - r l 1 r ENDWALL BEAM 1 „D„ ( LOW BLDG.) 1 C SD-5.10 CORNER A LOW ROOF COLUMN GR. IOG' 0 I SD-5.10 Q eSEEE LOW ROOF TO OF BOLTS ENDWALL BEAM o " 5/S / A325LOW BUILDING WIDTH OUT-TO-OUT) LL �� BUILDING WIDTH (OUT-TO-OUT) BOLTS - I/2" 0 A 325 ti-LOW ROOF BOLTS j YPE "B" SECTION "-A' DETAIL c SD-5.10 f SD-1.20 HIGH RIB WALL PANEL 1 T Z r L RUBBER rjr J J URE (IR) A 12 x 1-1/4B WALLC(2) RUNS COLOR-6BO.C. FLASHING ROOF ANGLEF-10) GR.100'_ °B (RA-10) PUril OOF SHEET 4° TO OF BOLTS d' HIGH BUILDING WIDTH (OUT-TO-OUT) a� ;CF PACKAGE STEEL BLDG'S PACKAGE BUILDER-.LNG _ BUILDING WIDTH OUT-TO-OUT LIN MASTIC NARBACK ROAD, - surrON,M11-A O,B2! STANDARD ERECTION MANUAL _ 6"O.C. FRAMING ;ONE •�... .�I�-LOW ROOF •°^ HIGH -LOW ROOF „PE H D C DETAIL .., . . ,,., sD-sJo e-1-sz S D-5.IA0 12x1 PLAIN(ONE PER PURLIN) GABLE HAT 12 X I PLAIN (ONE PER PURLIN) FC-10 ROOF PANEL 12x I TRIM (24°O.C) TRIM (GHT- ) ROOF PANr L GABLE HAT X I TRIM (24'0.C) TRIM (GHT-14 x 3/4 CF(12"O.Ci FC-10 14x3/4 CF(12O.Cj FACIA TRIM _ F\112 _ _ _ _ FACIA TRIM O O 1 PURLIN EXTENSION pe (FT- ) O — — N — — — ( FT- ) � O 11 � I PURLIN EXTENSION 12x1 TRIM I O I 12x1 TRIM (4) 1/2 x 1 1/4 HEX ROOF COLOR ROOF ( OLOR O.C.) ANGLE �� (4) I/2 x I I/4 HEX BOLTS AT LAP TA 2xl SOFFIT PANEL (12 O.C.) ANGLE TA 2xl SOFFIT (RA-10) 12 x I SOFFIT COLOR BOLTS AT LAP (RA-10) PANEL (5) PER PURLIN 12 x I I/4 WALL COLOR 12 xl SOFFIT COLOR 12x1 l/4 WALL COLOR (6"O.C.). 12 x I TRIM (24"O.C.) (6"O.C) (3) PER PURLIN TA 2% 2 1/2"ANGLE FOR 8" EAVE STRUT WALL PANEL *\\— : TA 2"X 2 I/2"ANGLE FOR 8" EAVE STRUT WALL PANEL TA 2 x 3 I/2 " �� g �� M TA 2"X 3 1/2" " 911 " 11 TA 2"x41/2" 10" TA 2"X41/2" ❑ 10" N 11 TA 2"x 5 1/2" TA 2'X 5 1/2 I I 6' GABLE OVERHANG 9 3' GABLE OVERHANG 14 x3/4 SOFFIT COLOR 12x11/2CF (6"O.C.) (2' O.C. AT SOFFIT 12x11/2CF(6"O.C) ROOF SHEET SHEET LAPS) 14x 3/4 CF 02"O.C.) 12x11/2 CF (12"O.C.) o o FF-8 ° FACIA TRIM 10 0 PURI-/N m ( FT- ) 10 O SOFFIT SHEET 0 1 12x1 TRIM COLOR 12x1 SOFFIT COLOR (12' O.C.) (12' O.C. TYP. 2 PLACES) DH TRIM e p�N F�p�`` ®i EXTfNs�N WITH FACIA TRIM (FT- ) ONLY 14 x 3/4 SCREW (8) I/2 x 1 1/2 BOLTS Eav M 0 p� TA 2x21/2 ANGLE FOR 8" EAVE STRUT (12" O.C. TYP. 2 PLACES) 4' OVERHANG { 0�px► E sTRur TA 2 x 3 1/2 9 TA 2x41/2 x' 10 WALL PAN E L cp TA 2x 5l/2 I I �' - (10)1/2 x 1 1/2 BOLTS v 5' & 6' OVERHANG O 4'-6' EAVE OVERHANG i ,\0 l0 6' CAIAQFsF G CHANL - 12x1 1/2 CF (6"O.C.) 14 x 3/4 SOFFIT COLOR 12x11/2CF(6°O.C) 4LI"J CENTER I PER SOFFIT ROOF SHEET A 14 x 3/4 CF (12"O.C.) SHEET LAP i FACIA TRIM 10 o (FT- ' ) 10 12x1 TRIM COLOR 'SOFFIT SHEET (6) I/2x1 1/2 BOLTS • (12"O.C.) 12x1 SOFFIT COLOR, FF-8 CLIP 1/2 x 11/2 BOLTS ___ FF-8 CLIP (12 O.C.) WITH FACIA TRIM (FT- ) ONLY i 1 TA 2x21/2 ANGLE FOR 8 EAVE STRUT DH TRIM TA 2 x 3 l/2 " 11 9" " of 14 x 3/4 SCREW TA 2x4l/2 " ° 10" to of 00O.C. TYP. 2 PLACES) ' WITH FACIA GUTTER (FG- .•) ONLY 0 � PACKAGE STEEL BLDG'S 1 PACKACB BUIU 148,ING TA 2x 5l/2 " 11" of '� TA 2x4 I/2 ANGLE FOR 8" EAVE STRUT ' NARBAK ROAD. — surrON,MA00.omn i .1 11 9f1 �� '� r. WALL PANEL LTA 2x5 1/2 —1/2 x 1 1/4 BOLTS STANDARD ERECTION MANUAL TA 2x6 V2 " Is l0" " " . . .......A.J.T. 1 3' EAVE OVERHANG TA 3x7 M - 11" t' SECTION A-A SECTION B-B FRAMING NONE ...,'.� ¢ NOTE: FF-8 CLIP DIRECTION CANOPYS . ) e-1-82 SO-6.10 u EAVE STRUT(ES-) • " • I • • q006 EAVE STRUT(ES)• Il • A325 BOLTS PORTAL BEAM (PB-) A325 BOLTS PORTAL BEAM (PB) (8)5/8" ! �r I�A325 BOLTS I. I� (8)5/8"/A325 BOLTS II �, I i.11 II GIRT STUB(GS) II FF-6 CLIP II I� II �I I i II II II SIDEWALL II OOR GIRT HEADER (OT) II it �I SIDEWALL it II FF In -6 CLIP II G s COLUMN II I II I JC-3 CLIP I II II M II SECTION -Oa it I II SECTION ]B-]B II II GIRT STUB (GS) )B I SIDEWALL GIRT(RUNS BY"PBC- ��) I SIDEWALL GIRT II I SIDEWALL GIRT I II II II A, II FIELD CUT I II � -----va._.«-m.r�sss..,_=•c.�w=aas.c_�=-..v=-a.e� 1 ' ' --- „ y p�J IB II iI 11 JC-4 CLIP II II II FF-6 CLIP \—FIELD WELD S11 9 TAPER BEAM COL. II II TAP I I TO GIRT OR OJ I II (TBC) II Ii COLUMN (TBC) li iIII PORTAL B !I 1 II DOOR JAMB (OJ) PORTAL M COLUMN UMN PBC) PBC 1 I I II lir II I JC-3 CLIP I �I ----- �_8. ----- 811 SILL ANGLE(SA-10) 8 1 I/2° I - 2 41 3" 3 1 1/211 TI Z 3" 1_1/2" - Ti —_ OUTSIDE V 1-1/2"(OPTIONAL RABBET) OUTSIDE 11/2"(OPTIONAL RABBET) PACKAGE STEEL BLDG'S XI1RB CK ROI1pC1�'1N"VTTON."MA OI StI - STANDARD ERECTION MANUAL PORTAL FRAME OUTSET PORTAL FRAME FLUSH DETAIL PORTAL BRACEFL(FLUSH AND OUTSET) r s wpw� MAY EAVE STRUT ENDWALL BEAM TAPER BEAM USE TOP HOLES TO STANDARD ROOF BRACING TOP HOLES. MACE AW MACQET (TYP.) � IMB-U z TAPER BEAM } , z S of 2 z ; Z (2) 1/2'xl 1/2' 80L U E ' z z O a g i U J J$ 2 2 O JJ0w U m Q wU � W J rIW m J 11 zQ J JJ - I Q ~ BRACE ROPES o_ z z m 3 W y BRACE ROPES W o ( z W IF BRACE ROPES MUST GO IN ADJACENT BAYS BRACE ROD BRACKET (MB-2) 0 USE SYSTEM SHOWN. A B BOTTOM HOLES TO DETAIL sD-7.2o STANDARD SIDEWALL DETAIL SD-7.20 STANDARD ENDWALL DETAIL C SPECIAL ENDWALL D BOTTOM HOLES. BRACE ROD DETAIL BRACE ROD DETAIL SD-7.2o DETAIL SD-720 BRACE ROD DETAIL i NOTE ~ VARIES FBC CLIP CLIP DIRECTION PURLIN FBP-4 (2) 1/2Nx 11/4" — PURLIN A307 BOLTS CL WEB ES- ES- ES- ES- ES- © © --- --------- ® 0 ® - I — ;© © --- ----- '® ® 0 J Xp WU U 1 U U 0 FLANGE BRA^.E I/2"x I I/4° H � m � m U (FB or FBF , A325 BOLTS 11 SD-Z20 SD-D720 SD-7.20 ~ EORG F ORG U (FB or FBH) I/2 x11/4 SD 7.20 sD-7.20 BEAM FLANGE BRACE BEAM - A325 BOLTS EB- EB- ES- ES- 'ES- ES- ES I I I I I I I _ FLANGE BRACING FLANGE BRACING "CEE" TYPE PURLINS "CEE" PURLINS (OPTION) I FLANGE BRACES REO'D ONE SIDE ONLY FLANGE BRACES REO'D ONE SIDE ONLY LL LL LL U uj U m I I I I U W W U W I I I w NOTE:IF FLANGE BRACE FALLS ON U E PURLIN LAP".REPLACE LAP BOLTS I m DETAIL W A325 BOLT AS SHOWN DETAIL F m m S D-7.20 SD-7.20 B _ SD-7.20 PURLIN BRACE @ RIDGE I I I I I I I VARIES (2) 1/2"x11/4!'BOLTS I I I I I m PURLIN BRACE STRAP EB- PURLIN 12x1 TWIN SCREW I I ( I -i I w ® (1) PER PURLIN �T T m I ® T W I I I PUIRLINS o --- U U L1_ Lt I J I �— U W W V (L a I I FLANGE BRACE _ -' (FB or FBH) I/2�Ixl I/4�� i 2 112" A325 BOLTS P C PURLIN BRACES LOCATED IN SD-7.20 _ ES- ES- THE CENTER OF ALL BAYS. BEAM BEAM (BEYOND) FLANGE BRACING PURLIN BRACE ANGLE "ZEE" TYPE PURLINS PURLIN BRACING FOR CEE'S a ZEES SEE YOUR ERECTION DRAWINGS LL LL. 0 PACKAGE STEEL BLDG'SFLA I_ m m PACKAGE-DEX- I— "ZEE" BRACES REO'D ONE SIDE ONLY "ZEE' SECTION SHOWN 'CEE' SECTION SIMILAR FOR EXACT LOCATIONS. � F- ""Re""`"°"°• - """"•"�°� ~ STANDARD ERECTION MANUAL SEE NOTE AT - BRACING DETAILS ..,... ...w,... DETAIL DETAIL E' ABOVE DETAIL SDFj.20 SD-A7.20 SD-7.20 NONE ...•.. FLANGE, PURLIN,AND BRACE RODS e-I-e2 ..oK... "SD"-"7.20 a (8) I&'Xl 1/4°BOLTS PER LAP(TYP) (4)VL"x I I ' STARTING ZEE PURLIN AT RIDGE /—BOLTS PER LAP — PURLIN SPACING — (TYP) TAPER BEAM m ® TAPER BEAM MUST�7FACE THIS DIRECTION J m ® I O ALTERNATE THE DIRECTION OF EVERY OTHER ZEE PURLIN AS SHOWN (2) 1/2"x 1 1/2" BOLTS (TYP) (2) 1/2"x II/2" BOLTS (TYP) ENDWALL BEAM fNDWALL BEAM ZEE- PURLIN ERECTION PROCEDURE ZEE-PURLIN LAP DETAIL: ZEE-PURLIN HEAVY LAP DETAIL NOTED ON ERECTION DRWGS J.r--12 x I I&CF SCREW (6°O.C.) MASTIC 2 3/8; MASTIC 6° LAP �12 x11/2"CF SCREW (611O.C.) 6"LAP RIDGE CAP MA -12 x11/2"CF SCREW (6"O.C.) MASTIC- MASTIC MASTIC ' 47/ LAP �2V2; ROOF SHEET 3& ROOF SHEET ROOF SHEET i ROOF SHEET ROOF SHEET II/4 I I - I/4 —�j ti 4�� RIDGE TOP FLANGE TOP FLANGE OF BEAM OF BEAM JO OP FLANGE F BEAM 61/2° ; ' TO RIDGE TO RIDGE RIDGE CAP TO ROOF SHEET LAP SHEET-TO-SHEET LAP SHEET-TO-SHEET LAP RIDGE TRIM (RC4-10 TYPE) 12X1 1/2 CF ROOF SCREWS 6" O.C. 14x2 1/2.,CF SCREWS 6" O.C. OR CLOSURES W/ MASTIC � I ROOF SHEET BOTH SIDES GUTTER " WITH FppM EAVE STRUT PACKAGE STEEL EILDG'S PACKAOC"UILOC118.IMC. _ BEAM STANDARD ERECTION MANUAL DETAILS NONE ••••� SHEET OVERHANG AT EAVE RIDGE TRIM TO ROOF SHEET LAP ZEE PURLIN AND PANEL LAPS 10 -:tea�raa�-- ---���.��•.�... NOTE: (4),I/2"x I Vd' (8) I/2''xI W'BOLTS BOLTS PER LAP PER LAP STARTING CEE PURLIN AT RIDGE ALTERNATE DIRECTION OF CEE pURI-IN SPACING EVERY OTHER BAY ® TAPER TAPER BEAM BEAM ALTERNATE THE DIRECTION OF EVERY OTHER CEE PURLIN AS SHOWN ENDWALL BEAM (2) 1/2%11/2" BOLTS (TYP) � (2) 1/211 x 11/2' BOLTS(TYP) NDWALL BEAM CEE- PURLIN ERECTION PROCEDURE CEE-PURLIN LAP DETAIL CEE-PURLIN HEAVY LAP DETAIL NOTED ON ERECTION DRWGS 12 x 11/2" CF SCREW(6NO.C.) t 12 x I V2'.C F SCREW (6 O.C.) _ MASTIC MASTIC MASTIC � , 21r. - 5 RIDGE GAP MASTIC 6 . RIDGE CAP 'WITH ROOF SHEET I _ - GUTTER ROOF SHEET 65/8"LAP I ROOF SHEET34 6 5/8°LAP EAVE STRUT' - g RIDGE - i RIDGE TOP FLANGE OF TOP FLANGE OF i BEAM BEAM 9° BEAM RIDGE CAP TO ROOF SHEET LAP RIDGE CAP TO ROOF SHEET LAP SHEET OVERHANG AT EAVE i 7" LAP �12 xl I/2 CF SCREW (6 T"LAP �12 x I I&'CF SCREW (6"O.C.) NOTE: FOR RIDGE TRIM DETAIL SEE SHEET SD-8.10 �- O.C.) � (DETAIL SIMILAR) 2" fi ROOF SHEET MASTIC " t MASTIC 5 ROOF SHEET ROOF SHEET - ROOF SHEET TOP FLANGE OF BEAM TOP FLANGE OF ' BEAM ' TO RIDG� TO RIDGE PACKAGE STEEL BLDG'S PACKAGE lUIlDERB.INC. _ STANDARD ERECTION MANUAL DETAILS NONE ..... SHEET-TO-SHEET LAP f SHEET-TO-SHEET LAP- CEE PURLIN AND PANEL LAPS I �fT ) ( HPF ) 6" OVERHANG ROOF PANEL 2' GABLE HAT TRIM 21/2" 14x2 1/2- 6" OC PEAK FLASHING3" w/ GUTTER 14x3/4 CF 12" OC [-HIGH ROOF PANEL 4x3/4 CF 12' OC MASTIC 14x3/4 CF 12" OC MASTIC MASTIC 14x3/4 CF 12" OC OUTSIDE RUBBER CLOSURE WITH MASTIC TOP & 12 x 1 1/2 CF BOTTOM .--EAVE STRUT ES- PURLIN (6' O.C.) FACIA TRIMS j ( ) ( FT ) EAVE STRUT FACIA TRIM ES- ) FACIA TRIM ( FT ) ( FT ) 12x1 TRIM COLOR _,4 12" OC 12x1 TRIM COLOR 12x1 TRIM COLOR 12" OC FACIA CHANNEL 12" OC • WALL PANEL (FC-10) WALL PANEL -HIGH SIDE WALL PANEL AT EAVE AT GABLE -� AT HIGH SIDE v LEAN-TO INSIDE CORNER WALL PANEL rt--- ENDWALL PANEL 12x1 TRIM COLOR 12" OC COLORED COPE 3" FIELD CUT CENTER INSIDE CORNER TRIM POP RIVETS 12x 1 TRIM COLOR ( ) 12" OC OF HIGH RIB ICF AS SHOWN (RRICF SIMILAR) / UTSIDE CORNER TRIM WALL PANEL j SIDE-WALL PANEL ( OCT l (RROCT SIMILAR) - - - i COPF 3' PACKAGE STEEL BLDG'S _ PACKAGE IKDU6TRIE6, NApDA.. BUTTON,-01=7 STANDARD ERECTION MANUAL DETAILS •NONE •• •�•+ itl/If POP RIVET AND LAP DETAIL OUTSIDE CORNER FACIA TRIM r ... i . HOLD'LEVEL LOWER FACIA CORNER CAP (LFCC-1 R/L) Jf l FT 1 GABLE" . TRIM COLORED ( FT ) FACIA TRIM AT. `��� POP RIVETS FACIA TRIM AT EAVE W y w " OUTSIDE CORNER TRIM _ r P s . ( FT ) k FACIA TRIM AT GABLE PO�� G 12x 1 TRIM COLOR 12". OC .r OUTSIDE CORNER TRIM ( OCT ) . A � '` MASTIC .. n Q P f . HOLD FACIA TRIM AS SHOWN ( FT ) • FACIA TRIM AT EAVE FACIA TRIM AT EAVE lFT ) a e . I , PACKAGE STEEL. BLDG'S _ . • PACKAGE INDUSTRIES. INC. NARBACR ROAD, - SYTfOX,A1A38.01621 {� STANDARD ERECTION MANUAL ` DETAILS •NONE ••^ ( OCT I LOWER FACIA CORNER CAP OUTSIDE ... ...�........ CORNER TRIM a-i-ez •• � SD 9.20 �-MASTIC �l GPG�� I i I • � - . FA CIA r�M A7- CA VE I FgClq tql A-AVE INSIDE FACIA -FT CORNER CAP I ( ICF ) INSIDE CORNER `7 ( FT ) FACIA TRIM AT EAVE i I 12xl TRIM COLOR 12' OC \ � Y ( FT ) -\ COLORED INSIDE FACIA CORNER CAP FACIA TRIM AT GABLE POP RIVETS (IFCC-1L/R) PACKAGE STEEL BLDG'S _ RICR*OE IRDULTRILL,IRC. STANDARD ERECTION MANUAL DETAILS "NO NONE •• INSIDE FACIA CORNER CAP i 1�f1r l \ G"LE HAT TRIM. `E NAS TFI�M MASTIC \ 1 FT ) C'AB \ FACIA TRIM F pC%PA TpiaA \ �-;c- \ \� M as FACIA PEAK CAP FPC-1 (1:12) FPC-4 (4:12) WHITE \ POP RIVETS PACKAGE STEEL BLDG'S ._CRAKE TRIER, IMC. .BARRACK ROAD,ANV. — ELTTON,MAeA O1O3'f S� - STANDARD ERECTION MANUAL ��>R�+i�T ISOMETRIC NO NE .... �j N PEAK BOX PLACEMENT ...........>. e-1-82 ...�... ..AS D.-R9.40 ASSEMBLY PROCEDURE • - WS•/AJL mwW I Wr wM1t/act10M l STEP t PLAQ HEADER SECTION AND BOTH JAMBS ON A FLAT SURFACE DOM 1M + 3• WITH DOOR SIDE UP.THEN CONNECT HEADER TO JAMBS AS SHOWN BELOW.BE SURE THAT HEADER IS TIGHT TO JAMBS SO THAT PROPER DOOR OPENING IS OBTAINED. ,. (EXMPLE:3'-0' DOOR REQUIRES A 36"OPENING) 3 STEP 2: INSTALL PRE-NOTCHED THRESHOLD, UTILIZING THE SPRING CLIPS f 1/Y WHICH ARE ALREADY INSTALLED IN THE THRESHOLD. I V2 L DOOR SIZE J STEP 3: INSTALL DOOR IN FRAME, CHECK FOR 1/8' CLEARANCE AT HEADER (OPTIONAL RABBET) r AND 3/32"CLEARANCE AT STRIKE JAMB. HEADER PUM DOOR ANCHOR BOLT DETAIL STRIKE JAMB STEP 4: TILT UP THE ENTIRE ASSEMBLY THEN LOCATE AND ATTACH BOTH JAMB EXTENSIONS TO JAMBS.ANCHOR HINGE JAMB TO FLOOR, PLUMB AND ATTACH JAMB EXTENSION TO GIRT.PLUMB STRIKE JAMB - AND ATTACH SIMILAR AS HINGE JAMB. STEP S: FIELD CUT GIRTS TO FIT INSIDE OF DOOR JAMBS AND ATTACH WITH(4)12 X 1' TRIM SCREWS. f- \ STEP 6: INSTALL LOCKSET USING THE INSTRUCTIONS PROVIDED WITH LOCKSET. 44) 12 X 1' TRIM SCR STEP 7: INSTALL WEATHER STRIPPING STARTING AT THE HEADER PIECE. ADJUST SO THAT THE VINYL JUST CONTACTS THE DOOR SURFACE IN HINGE JAMB IleTHE CLOSED AND LATCHED POSITION. HEAD/JAMB ASSEMBLY y - NOTE:STEPS 3 N1 4 MAY BE REVERSED AT ERECTORS OPTION. ALUMINUM THRESHOLD GIRT ' WARNING ACTUAL DOOR FRAME DETAILS MAY VARY 0 0 --�GIRT 5/16 X 3/4 BOLTS I AfiJAMB EXTENSION -JAMB EXTENSION I (SEE AD 1.13) - I I I I ' _ I DOOR LEAF I I I HEADER JAMBS Z12 X T' TRIM SCREWS I I I I I I I I I '. I PACKAGE STEEL BLDG'S PASS DOOR ASSEMBLY— _ PAC AGE:oA.. S.INC. NARpACK ROAD. - SUTTON.MABA O1 p3) I I i � I STANDARD ERECTION MANUAL THRESHOLD W I I I DETAILS ... .�,�� .•,.\;r� PASS DOOR ASSEMBLY AD-1.I0 �� .,..� - .�,a�-emu. -•..�- • NEAOEa WALL PANEL --HEADER FLASHING .(HF- ) '+--12 X T TRIM SCREWS ' 8' O.C. r12 X T TRIM SCREWS 18' O.C. s �1 . LJAMB JAMB FLASHING (JF- ) FINISHED DOOR DOOR JAMB DOOR JAMB' - PROCEDURE: 1. CUT PANELS AROUND DOOR LEAVING 3/4'OF JAMB EXPOSED .JAMB AND 1/2'OF HEADER EXPOSED.FASTEN PANELS TO JAMBS JAMB FLASHING SHOWN AFTER JAMB FLASHING SHOWN INSTALLED "�, FIELD HEM TO RECIEVE HIGH AT LOW RIB OF WALL PANEL EXTENSION �'�� A O USING 12 X T TRIM SCREWS 1S- O.C. DO NOT FASTEN HEADER RIB OF WALL PANEL PANELS AT THIS TIME. HEADER 3/4' r- 3/41' 2. SLOT WALL PANELS 4-BEYOND FACE OF JAMBS, LEVEL ��WALL PANEL---' WITH WALL PANELS ABOVE DOOR .THE DISTANCE BETWEEN SLOTS SHOULD EQUAL DOOR WIDTH •S' JAMB FLASHING—(JF- )—JAMB FLASHING JAMB ' 12 % 1' TRIM SCREWS - �-12 X i'TRIM SCREWS=SECTION B= GIRT - - 3. INSTALL HEADER FLASHING USING 12 X 1'TRIM PROCEDURE FOR FIELD HEM SCREWS B'O.C.. 1, TAKE JAMB FLASHING WITH BOTH HANDS AND BEND AS ILLUSTRATED IN DETAIL#1 i� 4. INSTALL JAMB FLASHING TIGHT AGAINST HEADER FLASHING 2• AFTER HAND BEND,COMPLETE FIELD HEM AND PLUM WITH DOOR JAMB,USING 12 X 1'TRIM OF JAMB FLASHING BY SANDWICHING " BETWEEN(2)PIECES OF WOOD AND DETAIL #1 - _ SCREWS 18'O.C.. HAMMERING FLAT AS ILLUSTRATED IN " DETAIL#2 DETAIL#2 WALL PANEL DOOR HEADER .#12-1' SELF DRILL SCREW PACKAGE STEEL BLDG'S ►A G.INDUSTRIES.IEl.INC. NAgACK _ CK IKIAD, - SON.YAK OtOl1 `HEADER FLASHING STANDARD ERECTION MANUAL (HF- ) DETAILS ._. NONE —SECTION A= PASS DOOR TRIM e-i-92 T.AD- 1.12 R FIELD LOCATE 9/16" HOLES } FOR 1/2" BOLTS IN GIRT —� f-61IRT I* of (4) 1/2"x1 1/4" BOLTS ---- FF-6 CLIP TREATED LtIrBER ANCHORE • 1----PASS DOORJAMB EXTENS D TO CONCRETE (NOT BY PN) ON (OJX— 1 _ . HEADER -- RAISED —:JAMB -FOUMATM JAMB �--�— NAIL OR SCREW AT 18- O.C. RAB@ET =SECTION B= FINISH FLOOR GRADE 100'—O" O THRESHOLD ° GIRT • FOUNDATION` PASS DOOR JAMB EXTENSION i i = SECTION A—A= • HEADER RAISED FOUNDATION WALL I -RABBET 11/2" RABBET (OPTIONAL) SILL ANGLE O (2) 12 X 1' TRIM SCREWS ., B D. Y' e .. JAMBS 0. 2 1/2" VERTICAL DOOR SIZE + 5 1/2" MIN `e RABBET o .D: TOP OF WALL OR FINISH FLOOR GRADE 100'— ON 4 e PACE ESTEEL BLDG'SPACKAG _ O STANDARD ERECTION"'MANUAL UP DETAILS NONE ••�•^ = RAISED FOUNDATION WALL DETAIL= Pass DOOR JAMB EXTENSIONS .........,.,. Vi-a2 ,..... ..AD._j 13 WALL PANEL #. R HEADER • ... HEpOE FLASHING . e t12-1" SELFF .DRILL SCREW V2'x1 V4" HEX HEAD BOLTS o O GIRT ANGLE - FF-6 CLIP----' JAMB � p DOOR COVERS n JAMB STEP 6 JAMB FLASHING 2"x 21/2" ANGLE 2"x 212" ANGLE VIEW Cs Lp , STEP 9 & 10 . POPIRIVE '-DOOR JAMB DOOR JAMB— POP RIVETS .PROCEDURE: ' .0 - - - _ • J _ - - •1.LEAVE.LOWER.GIRTS OUT IN BAY WHERE OVERHEAD DOOR IS } - : STEP 4 `•._ - TO BE LOCATED. .. `' •f' 2.PLACE JAMBS AND HEADER ON FLOOR AND ATTACH.JC-3 CLIPS TO THE HEADER.AND BOTTOM OF THE JAMBS WITH 1/2 X 3/4.HEX JC-3 CLIP HEAD BOLTS. ATTACH HEADER ASSEMBLY AND FF-5 CLIP TO TOP OF JAMB FLASHING SHOWN AFTER JAMB FLASHING SHOWN INSTALLED. - JAMBS WITH-1/2 X 1 1/4 HEX HEAD BOLTS. BOLT JC-4 'SQUEEZE" FIELD HEM TO RELIEVE HIGH _ AT LOW RIB OF WALL PANEL - - CLIPS TO JAMB WITH 1/2" x 1 1/4" BOLTS AT GIRT ELEVATIONS RIB OF WALL PANEL - 3,LINE UP FRAME UNIT ON ANCHOR BOLTS AND RAISE INTO PLACE.- 3/4" I'— - .9/4" GIRT o I 4. PLUMB FRAME UNIT, MARK AND DRILL(2) HOLES FOR 12'x 11/4' DOOR COVER) - WALL PANEL DOOR COVER M, VIEW C ® I - HEX HEAD BOLTS IN GIRT OR EAVE STRUT. FLASHING(DCA-')_ _ FLASHING (DCA-) HEADER - S. FIELD CUT-GIRTS TO FIT ONTO CLIPS AND ATTACH WITH JAMB FLASHING— (JF- )— JAMB FLASHING vz x, 1/4 HEX MEAD BOLTS / I GIRT // JC-41CLIP 6. ATTACH 2'x212' ANGLE TO INSIDE EDGE OF FRAME. ATTACH L I�12-1'SELF DRILL SCREW - SECTION 'B— r f12-1'SELF DRILL SCREW r - JAMB I DOOR COVER FLASHING (DCA-) TO OUTSIDE EDGE OF DOOR K FRAME A -. STEP 5 PROCEDURE FOR FIELD HEM GIRT 7 CUT PANELS AROUND DOOR LEAVING 1/4. OF JAMB EXPOSED "AND 12 OF.HEADER EXPOSED FASTEN PANELS TO JAMBS 1, TAKE JAMB FLASHING WITH BOTH Y - - _ r USING t12-1• SELF DRILLING SCREWS 18'O.C. DO NOT FASTEN - �, .+ HEADER PANELS AT THIS:TIME. G' r HANDS AND BEND AS ILLUSTRATED IN DETAIL t1 ' ------1 sx;- - ® 8. SLOT WALL PANELS 4" BEYOND FACE OF JAMBS, LEVEL WITH WALL PANELS ABOVE DOOR. THE DISTANCE BETWEEN SLOTS 2 AFTER HAND BEND,COMPLETE FIELD HEM DETAIL>� 1 - - _ r -SHOULD EQUAL DOOR WIDTH +8• OF JAMB FLASHING BY SANDWICHING _ 9.,INSTALL`HEADER FLASHING USING t12-1" WALL SCREW p BETWEEN(2) PIECES OF WOOD AND - ;� ' o o . SCREWS 6. O.C. - HAMMERING FLAT AS ILLUSTRATED IN - 10.INSTALL JAMB FLASHING TIGHT AGAINST HEADER FLASHING DETAIL+x2 "DETAIL'�'2 . . - AND PLUM WITH DOOR JAMB,USING s 12-1" SELF DRILLING _ SCREWS 18' O.C. 2"x 2"" ANGLE DOOR HEADER JC-3 CLIP- --WALL PANEL. NOTE - "ALL NUTS TO BE LOCATED ON _ - OUTSIDE OF DOOR FRAME #1 12 X 1 1/4 WALL SCREW 1/2" HEADER FLASHING (HF- ) PACKA°GEESTEEL BLDG'S _ MARSACK ROAD, - SU 0..MARS. STANDARD ERECTION MANUAL DOOR COVER FLASHING (DCA- ) NOTE .... POP RIVETS DETAILS. .,.. OPTIONAL FF=B CUP DETAIL MAY� UfED NONE ' - - . ,- -INSTEAD OF THE JC-4 CLIP DETAIL - - ` _ T /� OVERHEAD DOOR ASSEMBLY III SECTION A — � � � 'PF 8 CLIP'TO WEB OF JAMB WITH V!' : 0/4' BOLTiI - (BOLT ..,,R... f ti O MONOVENT —CHAIN ACTIVATOR - 14X 1 2 /2 SCREW 6 ON CENTER OUTSIDE RUBBER CLOSURES MASTIC ROOF SHEET BIRD SCREEN ROOF PURL IN —SECTION AA ® I o " P . A ° • 1 MONOVENT ° OUTSIDE RUBBER CLOSURES WITH MASTIC BOTH SIDES 14x2 1/2 CF ROOF SCREWS 6° ON CENTER ' PACKAGE STEEL BLDG'S _ PACKAGE BUILDERS,ING NARBACK ROM, - BVTTON,MASS.Of 32! STANDARD ERECTION MANUAL ISOMETRIC NONE ...... MONOVENT DR-R2.10 :Y 13 1/2'x 1 1%2' BOLTS f ROOF BEAM 0 CJ-2 CLI o x1j4'HEX BOLTS WALL SHEETING,, WALL SHEET- . I DH-10 CJ-2 01 0 x 1 1/4 HEX BOLTS I - HAIRPIN FAN FLASHING— I p I OJ-9.2 24,1/2 OPENING I J-9.2 FAN SHUTTER of to z z 241� OPENING a � _ I NOTE FIELD FIT AND LOCATE JAMBS DH-10 m °I I �12-1 SCREW BOLT AND CLIPS FOR REOUIRED INSTALLATION cc -— FAN SHUTTER _ WALL SHEET - � . OJ-9.2 28V FACE TO FACE OF JAMBS 3'2X1�4 HEX BOLTS JC-3 CLIP GIRT I — SIDEWALL INSTALLATION — L �' i _ JAMBS FOR SIDEWALL INSTALLATION TO GO INTO EAVE STRUT OR GIRT SIMILAR TO A DOOR INSTALLATION IN A SIDEWALL PACKAGE STEEL BLDG'S _ 'Al [UII.O[Ni.MG N4[�wCK 110AD. - MTON.MMt.OIOTf _ STANDARD ERECTION MANUAL ISOMETRIC NONE •�•_� EXHAUST FAN :i e c j ATTACHMENT FLANGE i INSULATION WALL SHEET W o Z W O a i .O O W � c0 i 12 x 1 I/4'WALL SCREW o w U HIGH RIB OF i 12 x I°SCREW ►- TRIM STRIP WALL SHEET D o - 12x1 I9'WALL SCREW WALL SHEET ' WINDOW HEADER WALL SHEET OUTSIDE , SECTION DA a SECTION © SECTION © SECTION OD 36° TO OF HIGH RIBS(3x3) - INSTALLATION INSTRUCTIONS 48 (4x3) 72" (6x3) 24 33.1/2" OPENING (3x3) RIB RIB 45.1/2° OPENING (4x 3) 1.1/4' 69.1/2° OPENING 6 x 3 I 1.1/4" t' 2 2 I" OPENING TOP VIEW OF WALL SHEET TOP VIEW OF WALL SHEET D ---- --- ---- -- ---- -' A o iTr Z Z W io / E C o PACKAGE STEEL BLDG'S _ ' 3 X 3, STANDARD ERECTION MANUAL 4 X 3, DETAILS NONE ... 6 x 3 WINDOWS _ ,. . =-- . . . ,... . -.. , ` .,... WINDOW > ' WINDOWS ...........,,. io is ies....�.R... ...A D-3.10 — OPTIONAL PLASTIC HOOD AND ALUMINUM STRAPS. ASSEMBLE WITH POP RIVETS. 0 0 2. p ROOF SHOE 1-----FAB—LOK FASTENER JI o (22 REO'D.) ° - 3. u � PROCEDURE ROOF PANEL 1. LOCATE AND CUT HOLE IN CENTER OF HIGH RIB TO RECIEVE PIPE. 2. CUT TOP OF ROOF SHOE TO FIT OUTSIDE OF PIPE. — 3. APPLY MASTIC TO UNDERSIDE OF ROOF SHOE AT OUTSIDE EDGE. 4. DRILL 5/16" HOLE AND FASTEN HIGH RIB FIRST. INSTALL FASTENERS NEXT TO HIGH RIB SECOND, THEN THE BALANCE. PACKAGE STEEL BLDG'S PACKAGE' HARBACK ROAD TRIEB,summ,m4 olD ' STANDARD ERECTION MANUAL ISOMETRIC NONE •�•o T ROOF SHOE INSTALLATION ... ....F R.",......., e—i-92 TA —4.10 COLUMN FLOOR BEAM ;I d o BA- CUPS o 5/8°x 2° A325 BOLTS 5/8" A325 BOLTS DETAIL 1 FLOJBEA"' CMBA— CL 5/8"x2" A325 BOLTS II 5/8" A325 BOLTS ° DETAIL 1 DETAIL 2 i COLUMN E� DETAIL 1 I, FLOOR BEAM DETAIL 2 0 0 0 DETAIL 4 b F� + MBA- CLIPS 5/8"x2" A325 BOLTS �P 5/8" A325 BOLTS DETAIL 3 DETAIL 3 COLUMN 5/8" A325 BOLTS J5� 0 0 NOTE: 0 0 A325 WASHERS ARE REO'D OVER 0 o ALL SLOTS IN MBA- CUPS FLOOR BEAM PACKAGE STEEL BLDG'S _ .• .—SACKMAD, - svrroN.fwa efffn FLOOR SYSTEMS DETAIL 4 MEZZ. BEAMS ........•..,.>. ....... ..AD 5.10 € § A A�rl < „ o dNn � F 9cNgATAa �e ep o �n z$ "a= oi 4' 14' 2' ?_' l4' 4' 'ay y U_ N� �Rp b $5 II IIa @� P it II 4'-0'MIN £o h� 51 Z. cl II II a— :Pry A£622 12• w II 10 I n II II II w II • C oo£m Gw c e d vz I I I I n - — — — — — —1— — — — I— �' B m zi 40' I 1 a Qp y v 4'-0'MIN zmz� Z I--I'•!- 9'-0'MIN e P OmoN 4-0'MIN �w o E m G w a e A n< H AE< lm -' xaz� oIm - 2' c Nom X w l2' z £' Am I ." Izi —. \ g L wl E d DAN A. SPEAKMAN CONSTRUCTION FOUNDATION PLAN MVO ENGINEERING COMPANY M & M LANDSCAPING & TILE DESIGN:MDM 713 BOSTON TURNPIKE 23 ROSEMARY LANE DRAFT!MDM SHREWSBURY, MASSACHUSETTS 01545 HYANNIS, MA 02601 DATE 4/15/03 508 845 7800 _r w` 18,-8" I v r. N m m 3'-0„ 6'_0" 6'-0,. 3'-8" f� m 0 N NN r w(A �O N N Cn Cn O 00 p~' ----- �------------------------.�----- y m0) o Ln01 CD —N (rD o I , -4o RF1-1 SP-1 I 0a 00 I �I 17'-1" i 00 NN O Clearance I rt m >> 0 �I � I IQ twig ° 3 oo a)a) o O N N I Ln Ln r-o —N :3 m Cno . I X ao 0 W I — u w 0 I O o I - i I ® m * o o w w N N Ln = Cn N (D C I p 17- - , I8 o l z o 18'-7 3 8" I oG) o Clearance I , c I LA . -n C7 D K: O o RF1-3 , SP-2 I (� If O w (n . 0. \ k , _ I m $ .. Z a L F 1 w wN m Ln 18 ® Do N co—I m xo U,>m m n o N 0 m rn 1 ma 0 0 rn z N I w O mn Z p OX m m l— O o-� N NC)mm Cn Cn;r,mX -0 In N N 0)Z—Dj m F O D = Co L1� CnCncn:EO:3 xxxxC: L j 17'-1 �p_ �x o Clearance 1 rm IWO RF1-1 SP-1 co x x x ZD V N N Z O 0\D NV(n fOn a)Oo O —————�——————————————————- —,-— --———— t' Do ' w , n x x �N _ 0 a ��m S-0 6'-0 •6'-0' 3'-8,, N�• �x -n 18'-8" x x Z C) N N m N O a) PACKAGE STEEL BLDGS. Dan A. Speakman Constr. REV. DESCRIPTION: T DATE: DRAFT ENG. _ PROJECT M&M Landscape& Tree FRAME CROSS SECTION 3 ' APP'D APP'D PACKAGE ID 0305 8 DESIGN: DRM DESIGN CHECK: 2 PROJECT Rosemary Lane DRAFT: GAW DRAFT CHECK: 1 ADDRESS Hyannis,MA 02601 DATE: 6/22/03 SHEET FRXS-1 ® PRELIMINARY DRAWING (NOT.FOR CONSTRUCTION) CURRENT REVISION: 0 x • r , (n(n K(n (n -0 18'-8" Dma 1 1 -6• C 1 Co Z N (D n m 3'-0" 6'-0" 6'-0" 3'-8" D 0 DO r..m p N Nv CC) �� r 0\D 11� 1(,4a 00 Q Ln Ln p U3 CO: --- 0 OO O n ------�----- ------r------------�-- Srt ,I�4 p D J ^S 0 Ui D FF� 00 rm I I a N N CD RF2-1 SP-1 I o0 000 Z 16'-10 9 16" I CD m�. -rl rn �� D Clearance 1 a 00 N WW �O I (N O owo Ln n 3 o0 OO Ln 0 ° I 00 ro NN 7 N 0 0 I I I 1 � � D I I ' I o L4 I � 1 � � 3 1 0 O z O Z7 J i W J O Oo w > n � C)rn i 00 I m [�1a--1 0 1 m O D r C/) m O co v N U) o 0D W, �. m - I00 O rrt • I �I i -Ti - Fn Fn W Clrl IN) N m I En 8" N:. . I m p (n cn 00 ffi(n(n D a7 I �W m I o ODZ� oz o00000—I cJONWOON T W7"wm t0 -a(n N NN NrrN I p�� '�OmDm (n cO cO inn mz I viv��N:I�mD I m = � I Ln mr N L IL4 • �71 D rnrnrnrnrnrn�p� I x x x x x x x c 16'-10 9 16" I L4L4--,ww L Clearance I Co m- -pt m o x m RF2-3 SP-2 00 m r xxxxxxzD I Cho` cn c0 co co c0 cn m - i0 iO i0 i0 iD i0 D ----- ------------ =------------------ 0 - 1- O °' °' °'g z ® x x(Aw L4 p � ® 3'-0" 6._0„ 6,_01, 3'_8" N 0 -Im oox m r (rT1 D 18'-8" x x x ZO N P N m 00 o v N 14;. MEPACKAGE STEEL BLDGS. Dan A. S eakman ConStr. REV. DESCRIPTION: DATE: DRAFT ENG. PROJECT M&M Landscape & Tree FRAME CROSS SECTION 3 APP'D APP'D _ ID 0305-058 DESIGN: DRM DESIGN CHECK: 2 PROJECT 23 Rosemary Lane DRAFT: GAW DRAFT CHECK: 1 ADDRESS Hyannis,MA 02601 DATE: 6/22/03 SHEET FRXS-2 ® PREUMINARY DRAWING (NOT FOR CONSTRUCTION) CURRENT REVISION: 0 r 18'-8" Dm I C a)> m 16'-6" 2'-2" x _ w ^rn 0 • N XvQ] N N 3' t- o Existing Bldg. <X m ww �o a0 I�N N N 00 �+ j .. (n(n 0 (0 Co 00 p� a 00 r-N a NN � oo :3 RF3-1 SP-1 I - o 0 I II c 16'-10 9/16" I c\D ( Z N IQ Clearance I nDO I N CD ww -o �IQ00 Ln Ln 3 j 00 00 I Lnn Lnn I oo ro oo D m 00 I L]j w N -o o m A c cn - ICU I v C I r 18„ I- I Z o O o co D C7 -cI 0rn r-I ono - -11aD O o M (/ I w I r= (� OC rn z N —IiaCn v m N i OD w mDO 0 < i m i O Z i I m W �Ia(-n I ww Um W y W N i W v 18„ O �N A m -- ��� ,;u i I \W t 0 I o U'inw cnZ� m 000 0ij • i .I.I.I .Inm°mD co co co WXMX I -uW i �I rncoco rnz-Im i coi_j ;00m� CO En r- I N m is _ i xxxxxxx � 16'-10 9/16" i ww��ww In Clearance X i -p 00 ao P 00 CO m m RF3-3 SP-2 goo 00 x x x-x-x-x mD j zz I 00 cn co c0 c0 co cn m �I �I co(O(O(D(O(a ® ® D -------L------------ -------------L----- co 0 rn Ln a'�z - x x xxcn N� W W�p 3'-0° 6'-0" 6'-0" 3'-8" oh \o ODx - r rD m 18'-8" x x x z o N N m o w O _ PACKAGE STEEL BLDGS. Dan A. Speakman Constr. REV. DESCRIPTION: DATE: DRAFT ENG. PROJECT M&M Landscape & Tree FRAME CROSS SECTION 3 APP'D APP'D PACKAGE ID 0305-058 DESIGN: DRM DESIGN CHECK: 2 _ PROJECT 23 Rosemary Lane DRAFT: GAW DRAFT CHECK: 1 ADDRESS Hyannis,MA 02601 DATE: 6/22/03 SHEET FRXS-3 PRELIMINARY DRAWING (NOT FOR CONSTRUCTION) CURRENT REVISION: 0 sr, stk. r Gyviect se �T OC1CAp p� hi C - /47J Remains na ua a /43.l3 ----- l..,aus '`• 0 tl f Centerline of t/w / �_ v 47.8 '� q � ;•,� / is property line ,l \� a'¢Kr.'o,_..j- '��• � fo ? as defined by ' / \ ® �C Down Cape Eng'r// ,�''; 4�6 f'Rv'ao:e A PbrJlaa�N� 48;4 date• .b-13-88 /9t \ �! o �aoa s�_ .a g� r ay. Lot are Locus uses vp p �Zy w,i LSO P! - _.. ---.. .. ..._ ... �T ' _ .y/ / � .gs!°I�plr <uaRace � /Soo � Sign .. : LIP � CAST / O 14' .n b \ ' ' ' =�#� M & M Landscape / 91 1_p ��� p� 4�, & Tree Co.. , Aq Cert. Arbdrist C.B. frid. s'NsH (=r-wcE \ fo'¢ �G•'Ccgr 08) -428- 0 49.1 (5 503 dumpster P. 4° z' 3 tx5 ' Free standi c Septic design �w191V "p9 'C 0 � ._.-. ` too.- b*j we LA - No. employees 10 ,� , '4,a•o3�P Lar--M gpd = 150 Req. gpd .?� �� w�,•sro+l� Req. 1500 gal . tank h '�!9 ciya� Section A is to be Leaching area I.P. BM l ,;N,, _ao �� constructed of a Bot. 9 'x14 '= 126 sf SD.Il_-_ ISI.Aw4 strVAI a, 49.0 I.P. fnd porous stone surfac 126 x' 0.74 = 93 gpd Sides 92x0 .74 68 gpd --- Soo 49•� Total' 161 gpd Rosary Lane Var. 'width a . I.Or t C.B. ►. i e brkn '* w i ir--- 1i" o scM•co +a Use 2 High Capacity units -- - 3 cf with 1 of stone @ ends H to" w - r����u �_» �. and 3 ' on sides, as, shown,E ., .� , - .,.,•.r. � `c navy rroc�:.p �A�,��o� of infiltrators. ..:._ :. •bh. ` o a e�.n�r �,�s •'Omo' 'i d�4u W r1. ,,/1 Map 345 parcel 18 e.,,•rP* Zone ` B Parking 15 spaces I �e•^�,v — Owner: 508-428-5030 Site Plan of Land in Hyannis, MA M &. M; Landscape: & Tree Co. P.O,_ Box 721 � For M & M Landscape& Tree Co. :f A! 0 West Barnstable 02668 Being a lot as shown on plan recorded 100 wait. sodium li hts T i; ab g in book 19 page 65. - s Inside' sprinkler system I` v; Building 28.66�s Elevations are on assumed datum. 4t f Parking A7.69.% _ Natual` . 23 .6.5% --------------- Shrubs: in islands Dater Agent; Barnstable board Scale 1"=30 ' Date 11-7-95All Cape Engineering Rcv. 2-7-9s + . 49 Harbor Road rev12-18-95 Hyannis, MA 02601 C►t.aSS !•may 1 G sacj'pn! CA_ "T =mom I ._... .. Pe CQ,voR - � DEC 8 �'���� � �'�, ; uovAcc; !) b`o ! Test pit P-8594 I ,, ��� O p e,de�` e y Made 10-26-9:5 I a t Wit. Ed Barry rA,r 1'g5 W"P ,`(�' VA8l ► No water encountered r�T Perc.less 2 min 1" TP 1 TP 2 G T & S T & S o er�o p e 44..E 4-6.4 . _ - �-3..4.—E— - !.: S'•4-� --- mediu edium 44,E sand sand ►�--,.,� /gray 1 /grav 1 , - 417 0 rr,. : al a FeR. f , brzyw4« stk. se ; n Remains natual t.C-us i _a Centerline of t/w / \� v 47.8 9d•. �;=�• /' is property line as defined by f Down- Cape Eng'r/v' f'Roh�sEo PyVlLD�NC� 48;0 f' „►F ji v datei i 6-13-88 4�'� ' 1 . 20§3i3 s a Lows us4s too /N�Tcl�� •4SnNA�r Suar=ac4 �\ O ? Sign / Soo _ M & M Land scape /q -� y. ao.� �ti� D\ .� h M & Tree Co. / / a r _ tr \ tT \ �,_ - rt. Arbari's t V !,� Ce nd. go Na (-r w �48.i (e'¢s G'puv. `:(508) -4.28=50'30 C.B. f d�umpster',/I.P. w/4•srdNd s 40' i !ZIP 3Ix5 ' Free 'standi g Septic design No. employees 10 o rp, .__._._� �: mat btyv^u @: 15 9Pd = 150 Req. 9Pd -`� '¢+�v s j 4.., offices 22x22n193.6 t, 4 �d I .P. BM _--- �yb\ /� 'GTyat� ; @.-75 1000= 1.50" Req.. gpd N�� �o t . • . 5 D...D Bot.15 x24 =360 _ sf - is�ANo s�yN I:.P�� fnd 360 : x 0.74 = : 266.49Pd ! . . Sides156.x0. 74 - 115jA gpd Soo w/a•sroKE i ` t Total' 381..8 gpd Rosary Lane Var. width "` .4q•s ' uv . �c..o c E. b rkn. Z SOS ; I .. i : _ ; � • i .,.,•ScH 40 }� IL � ,. f h ,- -� 4 5 - scN 40��,�c' ' Use High Capacity units D'�' n, �(� with;-�3,' of. .stone..on,�=s ides. �:_ . _� _ ` !�•�� v V •� 41'a�ocu � " 4►m an>► .Jr�iin .1i3dl,e ' iiss Shown, - _ -- � � o i•1 for � ---- .:��....�. '4�`.�� !o r,<.,.�e:�,:�.�n+�'•az,r"°s�s-,• -� � t.4__r•q:N .,ro vb� -- ... "."`"`..._..-. .- _ ` 4 Map 345 parcel 18 I Zone' � B Parking 15 spaces "s$° Owner: 508-428-5030 Site Plan of Land in Hyannis, MA M &: MI Landscape' & Tree Co.. s, • P.O. ' Box 721 For M & M Landscape& Tree Co.. K ` d. �...tt f West earnstable '02668 Bein a lot as shown on plan. recorded µ . .. 100 wait. sodium li hts - q P ; '68i vl q in book 19 page b5. • I : so Irisidd 'sprinkler system oav� Building 2;8.664 Elevations are on assumed datum. Parkin ' Iw, , g 4.1.34 z �ODn . . - Natt�al .30..00_1k -------- Date.* Shrubs in islands A ent; B rnstafle YioE►r -- -- '..._. . . g at Health j Scale 1 -30 Date 1.1-7-95 All Cape Enqineerinq Rev. R-1-9� 49 Harbor Road rev12-�18-95 Hyannis, MA 02601 Rev.�.2'_28-9.5 C1Z.OS 4 j•y - 5a�-f�oN C'µr .14 SAS Olt I�tAMQ G�gsr� Test pit P-8594 O Made 10-26-95 Q y� �dn ' Wit:; 'Ed' Barry No;water encountered Perc; .less 2 min 1" Tp. 1; TP 2 •'; No. t7 4g,7 4t.4 �O�. . . T & �S T & 5 Q 44.7 4-4.4 �pYN 3.4 mediu r edium 4.4 sand sandy CA /gray 1 /gray 1 , 14►�� MILNt 37.7 %7.4 r `s W c Q N SIB A A N d'��S o V - za L.ar 51ZE . Zo, 933 Scs. �T cr H �71j Z-4 650 S4. F1 cr o �. p� R5� 2 3Co0U Sc�• FT st r -j'oTt - Cod o cx> SG� FT t 5 3. 13 ' _ _ zap NjCA ,. 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PLCS) f ' , �- 4 ____-�--, � CJ-2 & C0- 1 � BR•4-24.92 ' j - 20 0- 1 (TYP.� CLIPS -ZU EB-- R 116 -0 RBH-20.0- , - 4ES-20.0 41S-z0.0 4ES-2.0.0 ( T.O.E.S.� RBN TYP. 3 PLCS.) r 1 1 1 EBF- 20.00 20.0C,-ZL� 1 {8) 3/ 4X 2 -•1 /2 ---_ ..--- ----_-- - - GR " 1 13'-2" _ > _ A325 (TYP.) --- �r _ GR 1 13 -2.;_ TI _,R 113 -2 _- 6Z- 19.7� _ 6Z- 18.44G _ r CJ__-2 C0__ .. ca - - -- _ -_ OT- 14 BR4-20.3.3 OT--14 - Z ---- - - -- - ` 6Z - . 9.7G w 6Z - 19.7G I I (6) w CLIPS 6Z--5.7G o { GR 109'-2„ I do. m do. I (F.r.) !mot `� 6Z- 19.44G ,� r,� d d ,!� GR 109'-2„ Q GR 109'.-2'' �, do m do. TYF. P ._C -_-_ r ¢ ----_- 114x14 � I c:ri -- - - � I- __ � � 114xl4 ��� ,ri i 1 1 v-- cn cD `- ECF- 14.75a- EGY �� F:0 �i; ; j i I I G R 103'-2„ �� ----- d o _ ------ d o. v I -� r ,- ',_ R .10 ' ...2„ I do -: I _-�d a. � ! c) do. r .r .) c� c� GR 1 �3 2 w .� � . m ��__ �. i I -_ __ o ___ - -- - ___ _ ----_ - _ ECF-14.75E-E-GY _GR 100'----0" �� ESA-- 10 (TYP.) BA-- 10 (iYP.; n! C) �i GR 100' -0" V) L m �R 100'--0" v BA- 10 {TYP.) w BR4-24.0 FiN. FLRRR� _" �' �::,.. FIN. F _RT -�F( 4 j N FLR. - 3x7 PD BRB-3 3x7 PD ' {F.F.) BRACKETS (F.F,) , 67-4.44G {F.F.) END WALL ELEVATION SIDE WALL ELEVATION END WALL ELEVATIONoc --�, _ - _ _4ES-20.0 41S-20.0 4ES-20.0 (� ' ( a PANEL LAP PANEL LAP (4) FT-10-BEIGE +--- ---- -- ---- __ Q j i (4 FT_1 o OB II E GE 10 BEIGE (4) GHT- o 0 o N n (4 GHT_ a o o I i I N N N I 1 w w I i I U i w w I m m m w w W 00 tll of � Iz N 0 00 m II m I I m iI m N in oo N i,C) r. i in N 0a in -N 0 O O � `.J p N if) 00 �- N in j�I i1� N •�-- b0 in N � B R 4—2 7.42 - m i _y '20 RC 1 _3-C Al_V. i I co co co co t i r f` cn co co co I d a_ l } i cD cD I co cn i- r- i� i- cD c� cfl co O N I cD `-� `-' . O N10 _ o BR4--27.42 -- N o ! N I N I N I N L. \1 U I o 0 0 0 r ON _ s =CN LL- rn m . , ,— w (8) 6EZ-21 F-1— ry (8) 61Z-22F- 1 -- (8) 6EZ-21 F- G� END WALL PANELS — o , __ END WALL PANELS BEIGE (STD. ROLL) { _ BEIGE (STD. ROI_l) 'q 4ES-20.0 "- ----- _ _41S-20.0 ---- -- --_--- 4ES-20.0 N � {20) 1 2 3 4 A C ? i I FBA-32.88 ESC-0 (TYP. 6 PLCS.) (TYP.) CJ!S & ��0 _ GR 1 16' --0" I i 1 CJ-2 & CO- 1 4ES-20.0 41S-20.0 4ES-20.0 ( ) - TYP. 3 PLCS. RBH-20.0 RBH--��, _ -- - - --- -- (T.O.E..S.-) CLIPS - . -- - ------ ---`--^ � �r',0 (TYP. 3 PLCS.) IT >- GR 1 1 3'__2" - BR4- 25.42 w J (10) 3/4X2- 1 /2 I F A325 �� 6Z- 18.44G —_ 6Z--- 19.44G 6Z- 18.44G m GR 109'-2' r� - __ _ _— (8) 3/4X2- 1 /2E- c� A325 (TYP.) m m m • m U do. a� do. do. _ I .__ •GR 100'-0" - - u 0 BA- 10 (TYP.) v GR 100'--0>, w FIN. FLR. .r. , ., '::, FIN. FLR. {20} m f. t 4 PACKAGE STEEL BLDG'S PACKAGE INDUSTRIES. INC. FRAME SECTION SIDE WALL ELEVATION HARBACK ROAD. -- SUTTON, MASS. O, 590 2 3 M & M L A N D S C A I ,� _ .. �J �/ SCALE DRAWN et f AN N iS , MA . NONE REVISfU- AMING & SHEETING-' W DATE APPROVED BY DRAWING NUMBER n ✓(;�if W s, I' 9702-019 2 21 y ao ' o ` _ - 1- 0 s / r AB 3 , — - - - Alb- o-- c � i e• - 1 •6 - Cap Ca) #a I / I I I i F D t>N Tr A t 1 O N WA"L ----- `Q �-s�H�� � 3 - r- ► y�,.Min 5N.1GLE #3 I I I , I , J Q' K �.�T�. �L_A.�? W �► . W. (5) t*4 Rom, is O G /''' w I SAG NW AY L,. +F---- P o v R� �..U N G.r'�g'r �- ONT 7 Gw OF FDO't-%NG AS :514awtN M p I d x I ; � I I - I i � ` a G��AR a G LEA►Z z 4 �1 - -T 1 i 111 i 4 I o - --t o _ p io` 10 4 `I -7 _21 L F'- -T- . ri a - -- i ' r I I T T � M It ' I-G A - I AEA 3 ` ,c�Q I -_ — - - -_ ��- 3 / -- • I a -- ----- -- aJ # xc* 1 p — --_ _ _ - - - -- -- --- - -- - - - - I - - I -------- ---- - - 3 14 o i 4 - D I `I- - O DROP FOUNC>AT ©N 4 - O - - 10 �- O - -- I - ,� � 1�Rc P' I; N ILO P Fou+s , l 6 0 , _ 0 ,, _ FQ U S7� *t4 THtS wp.Y ONL-r - _ - - - No - - AL_ L G NG R TC? �• 3G7OQ Pill - - �' S t_-,o, N .._. 1 O "T� 1_ P � 1 d - A N � K d TZ 71 1 N Fc>TR N T A,Y-- T O P n sl415.r ST�W- RL-b-rm S :, Ttja r_..T S err mac,. I/ �R.,�w1AtC,, NO. 9 -7 a- a-7 - 9 -7 ( 3 ) 4*3 Cort�-I>J >ou5 1N �.4" O. c. Got*1T1NUO +JS AN C_ H Q R 0 L`T S C t-A1�.D U LF 3 - . _ MARY. QTY 'WA , LEtN . - �� SCALE: APPROVED BY: DRAWN BY i! I I // AI,,,_ a '4• 3/4. DATE: �j- I ! - ''7 / REVISED FRAMr-- N1NG ANCHOR. 0LT LOC. A7 0 1DRAWING NUMBE FOUNDATION AND CONCRETE NOTES 1. SPREAD FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT, 2, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. GEOTECHNICAL ENGINEER SHALL 8" 14' Q PROVIDE VERIFICATION THAT SOILS ARE SUITABLE FOR DESIGN LOADS, CONTRACTOR OR OWNER SHALL ASSUME RESPONSIBILITY IF A 3/4' x AN 18, n DETAIL AT COLUMN C5 AN BOLTS � GEOTECHNICAL ENGINEER IS NOT RETAINED. 3, NO FOUNDATION SHALL BE PLACED IN WATER, OR ON DISTURBED SOIL DETAIL AT COLUMN C5 (4) 3/4' x 18' ') OR ON FROZEN GROUND. C4) 3/4" DIAMETER ANCHOR BOLTS 12' O 4, BACKFILL UNDER ANY PORTION OF THE BUILDING (INCLUDING THE SLAB) U ANCHOR BOLTS SHALL BE COMPACTED IN 6' LIFTS OF 95% COMPACTED GRAVEL AS DETAIL AT COLUMNS'AI,A2,A3,A4,C1 AND C2 8' #5 BARS DOWELED IN APPROVED BY THE GEOTECHNICAL ENGINEER, 20" INTO EXISTING WALL. 5. CONCRETE WORK SHALL CONFORM TO 'BUILDING CODE REQUIREMENTS DETAIL AT COLUMN C3 SIMILAR - DOWEL INTO (3) #5 BARS DOWELED 1e' EPDXY ANCHOR 15' RODS 22' X 12' PILASTER LD FOR STRUCTURAL CONCRETE' (ACI 318-95), " INTO EXISTING WALL, INT❑ 11/16 X 5' HOLES. �'-� EXISTING FOUNDATION AND ADJUST BAR LENGTHS 6 7- 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF ' ' 12" EPDXY ANCHOR 15" RODS 12' X 24" PILASTER 22" _ 3,000 P.S,I, AT THE END OF 28 DAYS. 6' INTO 11/16 X 5' HOLES, I--I LAJ 7. STEEL REINFORCEMENT SHALL CONFORM TO A,S,T,M. 615, GRADE 60. 8" 14" 22' (4) #6 W/ STD. HOOK ry \/ U 8. ALL CONCRETE SLABS PLACED ON GROUND SHALL BE REINFORCED WITH " " 6' C❑NC, SLAB H Q 14 X 12 PILASTERI/ W 6x6 WELDED WIRE FABRIC. WELDED WIRE FABRIC REINFORCEMENTFT EXISTING W/ 6X6-WWF GR 100'-0" W z (� C4) #6 W/ STD. HOOK FOUNDATION` SHALL CONFORM TO A.S.T.M, A185, AND SHALL LAP 6 MINIMUM AND (4) #6 W/ STD. HOOK 6" CONC, SLAB 6" CONC. SLAB SHALL BE WIRED TOGETHER. W/ 6x6-WWF EXISTING W/ 6X6-WWF CFIN, FLJ z � Q 9. WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN GR _100'-0' FOUNDATION GR 100'-0" H D X CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES (TOW) (FIN. FL.) RIGID INSULATION F-- o OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR " " DIAMETERS UNLESS OTHERWISE SHOWN. #3 TIES 8 X 10 co o 10. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL4 RIGID INSULATION 3" COVER ❑N 3'-1' @ 10" OC 10" z zz � RIGID INSULATION #3 TIES 8' X 10' z CRACKING, SAW CUT TO A DEPTH OF ONE-FIFTH OF THE DEPTH OF SLAB. Z VERTICAL R❑DS, _ "�'1 LL_I �-- � PROVIDE A VAPOR BARIOR BELOW THE SLAB AT OWNERS DIRECTION. f #3 CLOSED TIES @ 10" OC 3' COVER ON 3'-1' @ 10' ❑C 10' 0 Lo Nt 11. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE WITH . 2'-0 1/2' 2'-0 1/2, VERTICAL RODS GR 95'-E," P co THE APPROPRIATE RADII ESTABLISHED BY THE AMERICAN CONCRETE o Q 3 Cb INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO OBTAIN BENDS, 3" GR 95'-6" CB.❑.FJ W 12, IF BEARING MATERIAL WITH A LOWER BEARING CAPACITY THAN 3000 GR 95'-6" � . ° 4'-3" CB.O.F.) — <4> #5 X 3'-9" 00 = o POUNDS PER SQUARE FOOT IS ENCOUNTERED AT THE SPECIFIED CB F) 4'-3' F❑❑TING 4'--3" X 4'-3' @ 13.5' ❑C EW � 0 U-)ELEVATIONS, THE ENGINEER SHALL BE NOTIFIED AND THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND 5'-6" C4) #5 X 3'-9" °D REPLACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE (5) #5 X 5'-0' FOOTING 4'-3" X 4'-3" @ 13.5" ❑C EW #5 BARS @ 12" [1C GEOTECHNICAL ENGINEER, FOOTING 5'-6" x 5'-6" @ 12' ❑C EW DOWELED INTO EXISTING 13, SIZE THE #3 TIES TO ENCLOSE ALL ANCHOR BOLTS #5 BARS @ 12' ❑C FOOTING. EPDXY ANCHOR 15' LONG RODS WITHIN VERTICAL BARS DOWELED INTO EXISTING INTO 11/16 X 5" HOLES, 14, DESIGN OF PIPE RACK FOOTINGS AND PILASTERS NOT BY MVA ENGINEERING FOOTING. EPDXY ANCHOR 15' LONG RODS 15, A307 HEADED ANCHOR BOLTS INTO 11/16 X 5' HOLES. MIN. EMBEDDED LENGTH - 12 DIAMETERS 3/4 DIAM. A36 HOOKED ANCHOR BOLTS MIN. EMBEDMENT LENGTH - 15 INCHES MIN. HOOK LENGTH - 4 1/2 INCHES 8" 10' (4) 3/4' DIAMETER ANCHOR BOLTS Z8" 1'-6" 1'-6" 1'-6" DETAIL A7 COLUMN A5 18' 3' 3' 14' 3'-6" 7' 12' 3' EXISTING BUILDING ' ' 10" 8" 10, SO' X 10" PILASTER �zz ;, (4) #6 W/ STD, HOOK 6" C❑NC, SLAB W/ 6x6-WWF .. .. � (TOW) F z RIGID INSULATION #3 CLOSED TIES @ 10" OC • 1'-2' r2' o :i 3N 4'-0# I 0) #5 X 3'-6" FOOTING 4'-0' X 4'-0" @ 12.5" OC EW 8" 10" (u P4 0 ANCHOR BOLTS (U DETAIL AT COLUMN B1 12" 6" 8" 10" 10' X 12' PILASTER a, (4) #6 W/ STD, HOOK W/ 6x6-W LAB GR 100'-0" (TOW) Z RIGID INSULATION #3 CLOSED TIES @ 10' OC z • 1'-7 1/2' 1'-7 1/2, 4 v 3' n (� �..� �. CDGR 95'-6" —a o z (B.O.F.) Q elf Z....�. 4'-9" _2�(5) #5 X 4'-3' -- FOOTING 4'-9' X 4'-9" @ 11.5' OC EW A Z F z F--i W W =) 0 Q I- 1' 24' 25' 2'0' 19' 1' m W C� Q 1 5 z 90' µ SECTION AT 8" WALLS U Lli =D J ry H 8" z 06 #4 CONTINUOUS `B❑ND BREAKER 0 LD GR 100'-0" ✓ U Z W (FIN. FLR.) o , z tZ Q JD 6" C❑NC. SLAB Q Q _J N W/ 6x6-WWF U o c RIGID INSULATION W A ry Q 8' a o ' 2x4 KEY D- Q 5- (� ED GR 95'-6" a o o cu te+of4ss Q Z CB.❑,F> �� ry z 24' C3) #4 CONTINUOUS MICHAEL = z oz Q DAVtD d y ONEY No.2478OR Ig9478 A 5- cu = •o ISTER�C� SS��ryAG , BASE OF METAL BUILDING COLUMNS GRADE 100'-0' (U.N.) REFER TO PACKAGE INDUSTRIES ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES, COLUMN GRADES AND DETAILS