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Home My WebLink About0030 ROSARY LANE � s 6ti i 3LfLf — 031 AL'o T I%VA J �J �wu� !A� Vol b� °ed�' .�kouoa�ie�P�( G,�ctCv�c� le-�. U I� I TOWN OF.BARNSTABLE BUILDING PERMIT APPLICATION Map ye' Parcel 03 /� . Application '' -,Z�— Health Division Date Issued l Conservation Division �.�'1 °�� Application Fe f Q106 Planning Dept. Permit Fee M . Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 30 c&y Village Owner A-/ T-i s1 Address crA. V r! Telephone _6-4t- 470 4— Permit Request Square feet: 1st floor: existinproposed IiW 2nd floor: existing proposed ., .Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ®00 Construction Type r� Lot Size Grandfathered: ❑Yes ❑ No If yes, attachsu ppotingdocumentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) a ., Age of Existing Structure Historic House: ❑Yes 4-110_ On Old King Highway: ❑As Flo 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: A1 W existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal`stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new ' size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of AA eals Authorization ❑ Appeal # Recorded ❑ Commercial ZYes ❑ No If. ,es site Ian review# Y P ..` - Current Use Proposed Use b -�. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name [JwL6J�,�-ws I)O/J CZ 'r -- Telephone Number Address � � -1 License # 9<y,-7 Fh -Ni -s Home Improvement Contractor# /L/% Email C�� ` 1�� ,0C- t 6eY Worker's Compensation # �✓� �� 7 U� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# -DATE ISSUED .MAP/PARCEL NO. ADDRESS VILLAGE R OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i a ' The Commonwealth of Massachusetts r Department of Industrial Accidents - Office of Investigations ' 600 Washington Street Boston, AM 02111 www.mass.gov/dia " Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nd1110 (Business/Organization/Individual): Lohr Construction Co. ,_ Inc Address: PO Box 243 / 80 Forest Hills Drive City/State/Zip: South Dennis, MA 0 2 6 6 0 phone#: 5 0 8 . 3 8 5 . 9 2 0 0 Are you an employer?Check the appropriate box: Type of project(required): 1.,Q I am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). ` 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have I g• ❑ Demolition working for me in any capacity. employees and have workers' [No workers'comp. insurance comp. insurance. 9. ❑ Building addition required.] 5. ❑We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. ' right of exemption MGL y �o workers comp. on per 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no -` employees. [No workers' 13.❑ Other, comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such., :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. t r Insurance Company Name: - Liberty Mutual Policy#or Self-ins.Lic.#: WC2-31 S-3 8 4 0 2 7-015. Expiration Date: 1/5/2 016 30 Rosary Lane Hyannis, MA .02601" Job Site Address: City/State/Zip Attach a copy of the workers' compensation policy declaration page"(showing the policy number and expiration»date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a' fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that"a copy of this statement may be forwarded to the Office of Investigations ofthe-DIA for insur ice coverage verification. n I do hereby certi u der tt nd penalties of perjury that the information provided above is true and correct. Signature: Date: 4/15/2 015 r Phone#: 508 . 385 . 9200 . 'Official use only: Do not write in this area,to be completed by city or town official{ City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector s 6.Other .. . Contact Person: Phone#: 4/16/2015 7:54:05 AM PST (GMT-8) FROM: 100005-TO: 15083859214 Page: 2 of 2 Ado CERTIFICATE OF LIABILITY INSURANCE ,u DATE(MM/DD""Y) 4/16/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER MALCOLM & PARSONS CONTACT NAME: - SIX FREEMAN STREET PHONE FAX PO BOX 527 A/c a Ext: ac No): STOUGHTON, MA 02072 EMAIL ADDRESS: - INSURER(S)AFFORDING COVERAGE NAIC tt INSURERA: Liberty Mutual Fire Insurance 33600 INSURED - - INSURER B LOHR CONSTRUCTION CO INC LOHR REALTY &CONSTRUCTION LLC INSURERC: PO BOX 243 INSURER D SOUTH DENNIS MA 02660 INSURERE: INSURER COVERAGES CERTIFICATE NUMBER: 24277136 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE.TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR TR TYPE OF INSURANCE I SD W BR L VD POLICY NUMBER POLICINM/DDYEFF/YYYY POLICY lYYYY LIMITS COMMERCIAL GENERAL LIABILITY . EACH OCCURRENCE $ CLAIMS-MADE OCCUR REMISES DAMAGE t RENT D PREMISESS a occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ` ' GENERAL AGGREGATE $ POLICY PRO ❑LOC PRODUCTS-COMP/OP AGG $ PRO- OTHER: $ AUTOMOBILE LIABILITY s - COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident),$ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Peraccdent $ UMBRELLA LIAB OCCUR s. EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE a. AGGREGATE $ DED RETENTION - $ A WORKERS COMPENSATION - .WC2-31S-384027-015 ,- 1/5/2015 1/5/2016 STATUTE ER - PER OTH- AND EMPLOYERS'LIABILITY Y/N - ' R ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ 500000 OFFICER/MEMBER EXCLUDED? - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500000 If yes,describe under DESCRIPTION OF OPERATIONS below ) E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 4 ,- This certificate cancels and supersedes all previously issued certificates,.only as they relate to workers compensation coverage. Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION + f TOWN OF BARNSTABLE • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 47 OLD BARN ROAD THE .EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 • - AUTHORIZED REPRESENTATIVE Liberty Mutual Fire Insurance U ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101)W t The ACORD name and logo are registered marks of ACORD P CERT NO.: 24277136 CLIENT CODE: 1578405• Lucy Garfie Ld 4/16/2015 10:50:53 A14 (EDT) "Page 1 of 1 —3,264 x 1,836 pixels 5/18/15 11:47 AM � q K It- s � # + ; ?ulcSa + , �� yy�. .S .�c�� rk kJk4�',��Ae. �c•�1�,'1� �'� 1 � • ^ v Board a �3u11ding Ft��uia ��n� at � ''g Pe 05887 ' • ., t � @ �. ,8v�� ti � �' �±.3"'F� �8t§:�i�.Ar.�,"+'�.".,�xW�� p�� ,t��a�'�vr�y,�y'hS�"� �� ' r C IG A`LMJ P0BOX243 " 2S DE FAS ;0,0 m: fr,,, �•.y r {r w,y „ "r .' '� :a:; ?M. •'""°Y'""' i# �"'`$ n v ilt>� � � 'i,ryl��a ,{. �i- " HIM 1 t 3 f https://web.mail.comcast.net/service/home/—/?auth=co&loc=en_US&id=90000&part=2 °Page 1 of 1 a Town of Barnstable Reguia ory Services �+ss Thomas F.Geiler Director Building Division Tom Perry,Building Commissioner. 1 200 Main Street Hyannis,MA 02601 www town.barnstable.ma.us , Office: 508-8624038 . R. �: A Fax 5087790-6230 a Prope4 Owner Must Complete'e and Sign This Section If Using.A Builder as Oivnes of the subiectproperiy , hereby,authorize /'Q to act on my behalf, in all matters relative to work authorized bf it*building permit' a: (A , m of Job) . u ' Pool.fences and alams are the responsibility othe applicants Pools are not to be filled or utilized before fence is installed and all°final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name; Date QTORNLS:OWNWERMSSIONi 00LS 6a012 : .. i r- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division � -Ql� Date Issue �.� Conservation.Division S � Zoo 1�✓Z, Fee Tax Collector ._ . 1��f�'�► Treasurer vu LA Planning Dept. A - 1�11'hi TITLE 5 ' ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board t .TOWN FMCIULATIONS Historic-OKH Preservation/Hyannis Project Street Address 110 P-ossrZ 44.,e, T> L7\1- ( Village -I Owner Address 39 /"ca>4 La K"e- 6!� ;Q-rn is Telephone 77 r I'z Permit Request CdrrsrrycP !Y X;Zp /e, Sror1Z` - lalw owlce Square feet: 1 st floor: existing proposed eU0 2nd floor: existing proposed Total new 220 Valuation 20.0-00♦--- Zoning District Flood Plain C Groundwater Overlay 4 Construction Type woo�- Lot Size 2©. 5- S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. r 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 Bawl ❑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 y� new / First Floor Room Count / Heat Type and Fuel: Yeas ❑Oil ❑ Electric ❑Other dl rCe a- v en T, Central Air: ❑Yes YNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes O'I�lo D age:❑existing ❑new size existing ❑new size . :❑existing ❑new size Attac age:❑existing ❑new size �Sl d:❑existing ❑new size Qthe Zoning Board of Appeals Authorization ❑ Appeal# Recorded Ll Commercial C2f Yes ❑ No If yes, site plan review# Current Use e��m�c.ro-r Proposed Use ��r e e- BUILDER INFORMATION Name Telephone Number �8 AddressZ6 -� �ti ti� License# 6Z5 O >,,9 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR- DATE S -` FOR OFFICIAL USE ONLY Pf.RMIT NO. DATE ISSUED Nscl MAP/PARCEL NO. 4 s ~ j ! ADDRESS{ - VILLAGE OWNER , DATE OF INSPECTION-, r t FOUNDATION v r FRAME - F INSULATION i " FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL �. r GAS: ROUGH FINAL 40 FINAL_ BUILDING. DATE CLOSED OUT - ASSOCIATION PLAN NO. - T s The Commonwealth of Massachusetts Department of Industrial Accidents 'S W0lllcrollarestlgatfo�s f 600 Washington Street Boston,Mass 02111 Workers' Com ensation Insurance davit name: location: Cif' - phone# ❑ I am a homeowner performing all wont myself ❑ I am a sole=Tnetor and have no one woridn in anv achy I am an ens Lover soul ' wo -.• my • ..-...wofddng on this job. . .. -. p p ding ...d=s comnensauoa for ovees y:.y. :..:..:..: camnanv e >,.;>;:.:::'.,;.::.:...:..;:.>;::<,:::.:> : : : ::;::.;:;:::<::.;>::;<><;::;;.:, ::: . .:::.,....:............:,..:....:::....:::.:.;: ...................:: .................. ...................:.. ��..........��:, syr.. ......:..... -.y;::}:•:<:;:::<:::.:::.::........ ......:.,..,.:.;::•::!!'. •Y:n^::'':'i:•Y.:%::.:av:}:;}Ytt.:;•:v.v:•.: n:•:.S:.;n}:•.}:.??:.;}}}•.;{X• S:;S:•:?}{.:ay':•:J:•:4iti>titi:i}:+iti::rjitiv{:.vi}::i ...\...... rnhtv.{•{^.tiv'{•}:{:}i}}..... ... :.:.. .:.. .. ...................... ... ins01 ❑ I am a sole proprietor,general contractor, or homeowner(cycle one)and have hired the connactols listed below whc have the following work=' • easation Polices— ........................ .. .................. •n.•puny::tt•.x,a,'.ww•{,..»!^.nJ7NM}CM}wyNY•'.....}v:.}}:.Y}:}i:rv.:v .v: ft i.'•}'}::k::: :2'•}?.S}):Si'S:%::;:.{•'."•:w':`.:.`• �'�':;:j::?;i:;:;i<:}i:'}':ii`i i::2:ii:;2:S'::>v:S:''r':S`::iii::::- ................... -name-.. . ... :.:............................:........:.......::..::::.::.�.:.y::.{{.>::•.: ::.:�:::::::.:.� ......... ................ .�.. a•:....:.;}::•:n•.}tut•::;.}rest•?::•:�:;•::;<;•Y::•::;•:_:•>:•>}:•:?•>}}:};};:�;;}:;:;:.;•:.r.:;•:::::::::::::.;:;::::::.::?•::-:}'•;::'�:�;::-;::::;: .ti. adif ..................• .v:::.�:::::;:,::•::::•:::::.::::::•::v::•::::::::::::.:vv:.v:..Y.•},•X{•:::7:::::.vv::::.:v::'{L..4n.........nrt.:v?x X•n:•n•...:..:.....v..........:.....::::::::::::w:•.t....v::w::::: •::::::::::.;.: <{;k::vw4iir'•:tit.};4}-.} ;,•u�.•:{.;»v .,.:.....v::.:�:-::::v:•:}ii}:::}.�.{.::v::.:v::??i.;:::......:<{?.. v.w •,•{r.'•:nY`•-"-i'i}}}};ti+::ivs:::•}::{???4:{�.:{j;:?:;%•:::: ' :::nv., .:...... ........:.....::.:...........:.. ^Fti:{:•:v:.�•rr:.••'tK'QH.:•:r....... ...A�.....::t.....{�:{.:... ....YJh1,�^1K.»Y:^7•:...{.{.{tt ..}faM '{•:tiG.-. .:...............\?m:r;nws;,,:.:{{•'.::'t�::':.:J:3xY}�eH.»•;.;c}.•x••}:•:..,,..?wr;.:,•ry:::�a•}:.. .xn-- w.x•:..•...{•}:�,.,�.; ::•::•:::::•.�.�.y:::,,............................................................:.:.::..:..:........:.:::.�:::::.!.•n•.y... .... ........ ..... ............:aYwacro}}Joeia.....aac.................:.. ... .............::•::..}:!{{{•}:{•}}S:?•i:4}}}:?�::•::::::::.�:::::::: �.�::::::•:::::v.�:::w:.vt. ... .�°... .....•v:v:v•.:•v:: ...x,r h•:�:}v:•:v:::�.:............................ .. ........... .......v.v.�:•.. :•.:v::: ....................r. ......r. nn. .. {C!}...n...:..t.Ste...:}}wV.. n•... ................................,........... .....n.r... arbr.-,x•.{,3.:•. ..;.; :::.: ......r::::•••:.. 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Faitue to secure coverage as required under Section ISA of MGL 152 canlead to the fmpos Man of aid pradtin of a fine up to S1.M00 and/or one years'lmpruonumt as well as dvII penalties in the form of a SLOP WORK ORDER and a floe of S10(L00 a day against me. I understand that a copy of this statement ma7 be forwarded to the Mee of Iavesdgstiom of the DIA for coveroge valftcati n. I do herrhy certify under the pains acid penalties of perjury der the informs ion provided above is&w.and eorrea sigaatmz Date M::� l i Print name o r.�.� /a ' Q e �L�`'.S Phone# 7'7 I — 2 y) — otHciai me only do not write in this area to be completed by city or fawn omdal city or town• paanit/llun+e t! ❑Ttnmding IDtsneat ❑Licensind❑checkifimmediate response is required ❑selecunnefice❑Health Dnent contact person: phone q; ❑Others (trnm 9195 P1M • / • • y • - •II i• • 1/ / /1 r •• 1 of •M .1/ •1 • go• • •11 • • 1.1 !: G•1• • • • • r•• • • � • ••11 • :1/ • i• 11 • 111 :1/1 • 1 • 11 • 11 • 1 J: r �1.1 Y.1• � • • -•.:✓. i• �11•Ir • • 1 •' • � • • •• • • r/� / • •M • •11 • • 1� •Y �111.1 .1•/1/ • 11 • -1•Ilr • • • /• - • • 1�1 • • • 1 • 1• 1 11 • 1(oleo/ • skits .11 1 •' 1 • rY •w 1 ,6I11 • 1 • ••11 r 1 • • 11 • 1 • • . 1• •�1 • 1 • �1.11• • • •II 1"toollm fob 11 k I II IIII k11 V •r1 • 1 N• •II 1 • I • • •11 1 1 • 1/ • 1 • • •1/ • •J •11•• •1 • / / • • • -t1.111 1-4 • 1 . 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BOARD OF BUILPING RM,IATWNS License- CONSTRUCTION SUPERVISOR NuirnwW � ft7 866 G F n 0�l961?9f33 Tr,no: 10028 �- T = ' 163 T8,RN LANE CEhITERVILLE, MA Q2632 �Adirfi&BgWillfit DO-35,000 d enclosed space t (MGL C.112 S.60L) 11A-Masonry only I-1&2 Family Homes ij I Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. ( f 11i DIG SAFE CALL CENTER: (888)344-7233 1 Town of Barnstable . * Building Department - 200 Main Street * � Hyannis, MA 02601 9 MASS q, se3� , (508) 862-4038 CFO MA'S a v Certif icate of Occupancy- Application Number: 201503067 _ CO Number:: 20150197 Parcel ID: 344031 CO Issue Date: 09/24115 Location: 30 ROSARY LANE Zoning Classification: BUSINESS DISTRICT -Proposed User STORAGE WAREHOUSE & DIST Village: HYANNIS Gen Contractor: LOHR, CRAIG Permit'=Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: Building Department Signature Date Signed r TOWN OF BARNSTABLE SOE r Building 201503067 BARNSTASLE, Issue Date: 05/26/15 Permit MASS. ArFO 39. A Applicant: LOHR,CRAIG Permit Number: B 20151285 , Proposed Use: STORAGE WAREHOUSE&DIST Expiration Date: 11/23/15 Location 30 ROSARY LANE Zoning District B Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 344031 Permit Fee$ 728.00 Contractor. LOHR, CRAIG Village HYANNIS App Fee$ 100.00 License Num 5887 Est Construction Cost$ 80,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADDING NEW BAY TO EXISTING TWO STEEL BUILDING BAYS THIS CARD MUST BE KEPT POSTED UNTIL FINAL FOR COLD STORAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PERKINS,DONALD A&HICKEY,KEVIN TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 30 ROSARY LN INSPECTION HAS BEEN MADE. HYANNIS,MA 02601 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SLDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY, ENCROACHMENTS ONP CPROPERTYy.NO SPECIFICALLY PERMITTED UNDER THE.BUILDING CODE,MUST BE APPROVED`BY THE JURISDICTION:" STREET OR ALLEY-GRADES AS WELL ASZEPTH AND LOCATION OF`P-' - C SEWERS.MAY BE . Ai 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 FIVE CALL INSPECTIONS REQUIRED,FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF.CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS'DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). N.fib MEE= i qa aJ 6 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2. 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept �"A \ 2 oar o o� �� a � �- - - �` ' '�� J �" �� C� � ` � 3 ... � ' Town of Barnstable Regulatory Services BARNSPABM MAM Thomas F.Geiler,Director prF 639. � Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 February 3, 2004 Donald Perkins P&H Realty Trust 38 Rosary Lane Hyannis,Ma 02601 Re: SPR 006-04 P&H Realty Trust, 30 Rosary Lane,Hyannis (R344-031) Proposal: Construct new steel-framed commercial building 40' X 40' Dear Mr. Perkins: Please be advised the aforementioned application was approved by the Building Commissioner during the site plan review meeting on January 29, 2004 with the following conditions: ❖ The applicant must laminate &post the prohibited uses and materials per ZO Section 3- 5.2 (Ground Water Protection Overlay Districts). Postings shall be maintained in a visible area of each bay or unit. This language must also be included in any lease or sub-lease. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(ZO Section 4-7.8 [7]). This document shall be submitted prior to the issuance of the final certificate of occupancy. erely, Robin C. Giangregorio Zoning& Site Plan Review Coordinator rry OFImAOiy� Town of Barnstable :N1d:, ;g E 200 Main Street,Hyannis,Massachusetts 02601 �� 2' BARNSTABM AM 6: 43 9�b 16 .0� Growth Management Department Thomas A. Broadrick, AICP '°reo ram" 367 Main Street,Hyannis,Massachusetts 02601 W yDirector of Planning,zoning Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us xis- ation October 26, 2006 Juliano Coutinho ' 70 Adams Road West Yarmouth, MA 02673 Reference: Site Plan Review(057-06) ES Auto Sales 30 Rosary Lane, Hyannis, MA - Map 344, Parcel 031 - Proposal: Use of the existing bays and small unenclosed office area for the sale of used cars. Dear Mr. Coutinho: Please be advised that the Building Commissioner, Tom Perry, has administratively approved your proposal based on the application and plan submitted October 17, 2006 and subject to the following: �l • Approval is based on the proposal as depicted in a revised plot plan by Sullivan Engineering and signed by the Building Commissioner on 10/17/06. • Handicap signage and striping will need to be completed. • Curb stops will need to be provided at the front of each parking spot as depicted on the plan. F • No automotive repairs are to be performed at this site as it is in the Groundwater' Protection District: . • All licenses and permits, including but not limited to signage, will need to be obtained. If you have any questions or require further assistance, my direct telephone number is 508-862 4679. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: SPR File fTomTPerry,Building-Commissioner_-- tlpg . J4e1bvlld�p /0 l2 0 �4 6' t area 2053 ` °m N 1 14� EBlstlpg co it 'Peto 10 tpop 5.0'+1— 21385�. OFa Book 517 Pa "Plan Referencea 91 �g B Down CaPeEn Engineering Inc. SULLIVANIAM O.29733 Dated January 6, 1995 CiVit ANAL Map 344 Parcel 31 Scale: V=40' Date: August 23,1999 Revised May 24,2001 . CERTIFIED PLOT PLAN tify that the foundation shown on this Location:30 Rosary Lane,Hyannis,Mass. is located on the ground s hown hereon. PREPARED FOR: c p HICKEY CONSTRUCTION.CO. INC. J SULLIVAN ENGINEERING INC. OSTERVILLE, MASS. 428-3344 fax 428-3115 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A�14. / fAs _Parcel j Permit# % r� Health Division 3 �-d0V Date Issued T 4 - � Conservation Division '4 116 y(} Application Fee e! �00 Tax Collector Permit Fee o2& 6 U Treasurer Planning Dept. "HYANNIS FIRE PREVENTION 8 t U Date Definitive Plan Approved by Planning Board HYANNi;?'RE 0EPARTMIE 1 Historic-OKH Preservation/Hyannis 95 HIG9 XV.00L RD.FXT HYANNIS,MA 02601 Project Street Address ac Qn2r V l_�� Village / 7�lte8 Owner Address - Et1m Telephone cA l 5zr��sns-Y:�Xz_ Permit Request C'a �.'T A e t4 o'x40' c k e_l Square feet:1 st floor:existing NI proposed�2nd floor:existing proposed quo Total new Zoning District iZ, / Flood Plain CC,: Groundwater Overlay i 1 Project Valuation �16 i orxi.�Construction Type Lot Size 2_0..5 Sr Grandfathered: 0 0 No If yes,attach supporting documentation. Dwelling-Type:-Singie-F-ar 0'wo F`ami ly 0] MultizI`aJmily{#anits}-- Ag"ffxisfing-Structrnz Histeri On91d Kings HigMwayt Bales —8Pde Basement Type: ❑Full 0 Crawl ❑Walkout 0 Other �� w Basement Unfinished Area(sq.ft) Number of Baths: Half:exx)Ong-'' - new Number of Bedrooms: existing new Total Room Count(not including baths):existing�� new I First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other ' Central Air: ❑Yes (>a Fireplaces:Existing NPn,'_.New -ket k�isting wood/coal stove: ❑Yes (,Mo. Detar hed garage"A eY sting n�P do RoW-U4*s4ng-9-new--size B Atte ize__. Shed_❑-existing 9 new 4ze ---OtheP - Zoning@eard of Appeals Atr I �i 3 e Commercial 6"es ❑No If yes,site plan review# F Current Use Proposed Use 6 d • F BUILDER INFORMATION Nam Ali'/[1 v•eo Telephone Number ,'S-Gg J 4?1_�. Address License If OJ Cj'70 8-G b Home Improvement Contractor# 41,14 ' Worker's Compensation# ZV RI(,`1 Z ALL CONSTRUCTION DEBRIS RESULTING THIS PROJECT WILL BE TAKEN TO er.; c�f•� SIGNATURE_ n z,Q �1� DATE 2 tl 3 1e� z . �'��l�.e G TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION %1 Parcel 3 j Permit# ! 1. Health Division a ,3 Qy—may Date Issued - Conservation Division �G y ( � Application Fee 'Tax Collector Permit Fee Treasurer Planning Dept: r "'HYANNIS FIRE PREVENTION Date Definitive,Plan Approved by Planning Board NYbNN' �)Et'AR a Ell Historic OKH Preservation/Hyannis H;'ANNIS, MA 02601 Project Street Address 32) Qnea.� Village Owner + sv^ Address mzmlic i Telephone r? r?\- 41 Z-& C_�_11 Permit Request (2 ws a-wzT tie 1;D q0, No Square feet: 1st floor: existing proposed 2nd floor: existing proposed o Total new 1�6oa Zoning District 1 / Flood Plain _�' Groundwater Overlay L � Project Valuation ` ct ocd<_�Construction Type 'gre—A � Lot Size Z®� .53� Grandfathered: ❑ ❑No If yes, attach supporting documentation. y wo Family ❑ u - Age-af-Exis�n His ' Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other S\rl� .) w Basement Unfinished Area(sq.ft) Number of Baths: Full• g Half:a new f Number of Bedrooms: existing A//,,- new Total Room Count(not including baths): existing new ( First Floor Room Count / ti Heat Type and Fuel: ffGas ❑Oil ❑ Electric 0 Other Central Air: ❑Yes 2"No Fireplaces: Existing 14 New •AO xisting wood/coal stove: ❑Yes o Dalashed�a�age 1�eYiatinn n nav,--sizeP ze B Attar-gaga g,cisting 44nQIAI siag Shed:1��istin :-size —6ip1�P Zo D—FA-e IV Commercial 6 es ❑No If yes,,site plan review# Current Use = Proposed Use gM ` BUILDER INFORMATION Name,4111_11� �t/'Co Telephone Number -,�Og Address License# L'`S G 76)S 6 6 Home Improvement Contractor# 'V Worker's Compensation# �' 7 C6`z ALL CONSTRU N DEBRIS RESULTING F THIS PROJECT WILL BE TAKEN TO -lt SIGNATURE DATE _J 3 c FOR OFFICIAL USE ONLY t PERMIT NO. DATE ISSUED i 1 MAP/PARCEL NO. _ s ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION FRAME 1 ; INSULATION i KA .pr 1 FIREPLACE r ELECTRICAL: ROUGH € ` "r FINAL 1; PLUMBING: ROUGH FINAL GAS: ROUGH t �= NA FINAL BUILDING DATE`CLOSED"OUT i ASSOCIATION PLAN_ NO. r ` . �-.-__ The Commonwealth of Massachusetts -" _ Department of Industrial Accidents 600 Washington Street. Baston,Mass. 02111 Workers$ Com easation Insurance Aifldavit ' i nnmr• locafi= - CSf1► �1Of10 I am a homeowner pedmmiag all work mysel>r I am a sole 'etor and have-no one worlaag in any rapacitP - ❑ In as employer ding workers' for mY °9°a-8 aL this job ,�, _ ... ..:•w•::•:::.,,.:.:::{.{.}}}:.. ....::•}w.....:::!•..... .!y}w.w?yv:.•w•.wJ::..:>•., :•.. `•."•°�'•'4.Y KA.. :............ ...... ......, ..x ... ............. :.:.,,.............. .......... ... ......}...:......x.. ,... .. ....:.E4-:-...w::<i;^]'t::.. .,•xr:,.:::Ci?!7r:Y�ti???: �':i::�::;: -.4.r$;.;:.v:::a•}.v};•}•,,..{\.;.:•:{{{:....4::•.+vvvvv,A:. ..:: �,v..:•.::-..:\,. ,..;.:..;..,,n>Wt!gv... 'h ^..•.t♦,•kr�1PT' :•�V.,,v?: : w.:.......:..:::::...�.......?:•?...:,, ... ,......... - w..x,•....:.r.. ,.r..: ... ..,{:;wr.x: .ra•}+?:.:;::4x:+w.. :f.' ` .<gt... 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Jr do h caafy undo the p��paial8rs olpal�duaRke have it oad caned oinciai use oa# do not nits in this area to be eomplefed b7 ek7 ortawa o@dai cfty or town: 11 ❑BaildlaL Aepat ❑Ltceasini 80 d cbacici[i,.medbas response is required ❑sdecoarats once _❑HnlihDep*rCu9'd contact person: P� t�thsr OWN"9/93 PlA1 Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers compensation for th ;-r emplovees. As quoted from the."law", an employee is defined as every person in the service of another under any co= of hire, e:cpress or implied, oial or written. An employer is defined as an individual, partnership, association., corporation or other legal entty i , or any two or more of the-foregoing enzaaged in a joint enterprise, and including the legal representatives of a de .�• ceased emplover, or recer o: trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a of dwelling house having not more than three aparrrn =and who residcs therein, ar the occupant of the dwelling house other who employs persons to do ma:.,=a=, caastrneti=or repair wane on such dwelling house or as the gLQtmd s cr an building appttrte =thereto shall not bccansc of such employmcat be deemed to be as employer. MGL chapter 152 section 25 also states that every state or local.liceasiag agency shall witbhold.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,neitherthe commonwealth nor any of its political subdivisions shall enter into any exact for the performance of public wort said acceptable evidence of compliance with the insurance requires of this chapter have been presented to the c===27 authority. - -Applicant Please fill in the workers' =npensa im affidavit completely,by checkin the.box that applies to your and supplying company names,addrCss and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for rM ofinsuraaca coverage. Also be sure to sign and date the affidavit The affidavit should be.returned to the city ortown that the application for the permit or license is being requested,not the DepartmeM of Industrial Accideats. Should You have any q=sti=regarding the"law"or if you are rcquired to obtain a workers' compensation policy,please call the Department atthe member listed below• . City or Towns - Please be sure that the aff davit is complete and printed legRily. The Department has provided aspace at the bottom of the e ure affidavit for you to fill out in the event the Office of has to contact ym regarding the applicant be s to fill in the peiiiMicease numbcc which will be used as a refrsmcx fiber. Ile affidavits may be rctttrnea to. the Department by mail or FAX unless other anaagemmts have been made. The Office of Investigations would lice to thank you in advance for you cooPm-ation and should you have any questions. please do not hesitate to give us a call The Deparancrrt's address,telephone and Emnamber. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of lavestloations 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 r °FT► T°,,� Town of Barnstable ' Regulatory Services 9 BA MASSS. Thomas F.Geiler,Director �'AIEo;o. 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, as Owner of the subject property' hereby authorize �,,a_ ��„� to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) C f Signature of Owner IDate Print Name r COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE ✓ in Additions 0®o"0 New Buildings,Add ions $100.00 s " $50.00 n ment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= O x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0061 Commprojeost t �B•,®AB G'EGULATIONS License: CONSTRUCTION.SUPERVISOR 072866 Numbef,l 1 �trepy/fly6CLQA5 Tr.no: 10655 ReAricdl,�� S DAVID A SAURO 163 TERN LANE ��\ = Adrninistrator CENTERVILLE, MA ( _ i' i e 'YOU WISH TO OPEN A BUSINESS? i For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's 1st FI.; 367 Main St., Hyanriis,'lv1A 02601' (Town Hall) and get the Business Certificate that is required by.aaw- DATE:' - /3 Fill in please: ap ��} . q. APPLICANTS YOUR NAME/S. L D i BUSINESS YOUR'HOME ADDRESS: - s TELEPHONE # Home Telephone Number NAME OF"CORPORATION NAM OF NEW BUSINESS c " TYPE OF'BUSINESS IS THIS A HOME OCCUPATION? YES NO yi' = ADDRESS OF BUSINESS MAP/PARCEL NUMBERC [Assessing) NWhen startin 'a.new business there are several things gs you;mustdo in order to be m,compliance with the'rules and regulations of the Town of . y. 9 y ay.heed. [ . Yarmouth,', . Barnstable: This form is-intended to assist ou in obtainin the information you ma need: You MUST GO TO 200 Main St. - corner of Rd. &Main Street) to make sure you have.the appropriate permits and licenses required to.legally operate your business in.this.town� .. 1. BUILDING CO MIdsb ER'S OFF This indivi al h in d f ny p rmi r uirem nts that;pertain to this`type;of business. Aut on OMM TS 2'. ¢BOARD OF HEALTH' w. This individual h info f t ye emit x f quirements that pertain to this type of business. t .r Authorized ignature*`* ' rr COMMENTS: 4 MUST 4 3. CONSUMER AFFAIR$[LICENSING`AUTHORITY] 'This individual has been,informed of.the licensin re uirements that ertain to this a of business. '° p 9 q P type M " Authorized.Signature* COMMENTS. r a .{ r eA ,r 3 -+ F Date: TOWN OF BARNSTABLE R� ,w TOXIC AND HAZARDOUS MATERIALS OWSITE � ` NAME OF BUSINESS: (� _,� ; ; !', c + ' �_ , •12 c:� �Gr %�r- 2"t S BUSINESS LOCATION: ? i; �?r,-z, .� �,.%/, / INVENTORY MAILING ADDRESS: _ I ;_ �/ ii;�; Lr ,C. �; . `� f TOTAL AMOUNT- TELEPHONE NUMBER: sz i it �. �• CONTACT PERSON: . EMERGENCY CONTACT TELEPHONE NUMBER: 5- b <. 3 v / Z 3 MSDS ON SITE? TYPE OF BUSINESS: i r.�--�--- INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: .Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or, hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products:.grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages ' Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustptoofers Miscellaneous Combustible Car wash detergents I -Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar i PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners - (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison"labels (including chloroform,_formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables .,Oth r products not listed which you feel Floor&furniture strippers m.y be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers ";�� ;' ' (including bleach) =' Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash $ WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials I ' 5/22/02 RC Giangregorio Joshua Miller submitted a DBA form for 30 Rosary Lane, Hyannis. He informed me that he has operated a landscaping business from this address for three years. He has 4 employees. The only equipment he stores on this property are lawnmowers. I expressly asked if I were to visit the site that all I would find would be lawn mowers. He said, "YES". This property has an approved site plan for Donald Perkins's construction business. I gave Mr. Miller my card and requested that Mr. Perkins call me to resolve this I returned the DBA form to him unsigned. YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in i town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1st FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE: Maw �sg F! �s Fill in please: � W,'�� APPLICANT'S YOUR NAME: r< BUSINESS YOUR HOME ADDRESS: TELEPHONE # Home Telephon Number: - q ._..� NAME OF NEW BUSINESS TYPE OF BUSINESS , I$_T;HIS A'HOME OGCIUPATION? YES ..NO Have you been'given approval from the buildm dpv�s�on� YES NO ADDRESS OF BUSINESS MAP/PARCEL NUMBhR yy d3 When starting a new business there are several 1hings you m st do`in=ord&(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 COMMISSIONER'S OFF This individual has Leen inform d any permit requirements that pertain to this type of business. Auth ized Signature** COMMENTS: 2. BOARD OF HEALTH This individual has bpen informed f the permit requirements that pertain to this type of.business. Authorized Signature** COMMENTS: s� � 3. CONSUMER AFFAIRS (LICENSING AUTHORITY This individual been in °rnedd of is s n equirements that pertain to this type of business. - &ast rized Signature*'` � � � 147�� COMMENTS: A e "(tq�oot > I,ot 41,es�0 14- Y. i stt�g,co n Crete, foo�d$tioh 5.0'+/ Zj38S x z OF m Plan Reference Book 517 Page 91 PMR B Down Ca Engineering Inc. - SULLIVAN Y Pe g► g NO.29733 Dated January 6, 1995 r y CIVIL p 5 {�O NAL Map 344 Parcel 31 _ Scales 1`=40' Date: August 23,1999 E` Revised May 24,2001 CERTIFIED PLOT PLAN . I certify that the foundation shown on this s Location:30 Rosary Lane,Hyannis,Massa r plan is located on the ground shown hereon. - PREPARED FOR: HICKEY CONSTRUCTION CO. INC: SULLIVAN ENGINEERING INC. OSTERVILLE, MASS. A 428-3344 fax 428-3115 N/F DONALD �ry PERKINS 217. 13 22.45E 0 META4 BUILDIN / / LOT B 21.85E 35 SF ACRES f NSF 0.47 / DAVENPORT n o, � 213•�S, N/F _ N/F JOHN ROSARIO / JAM ES RUHAN JOB # 96-184 CER TIFIED PrL O T PLAN So LOCATION ROSARY LANE R'YANNIS, AfA PREPARED FOR: SCALE : 1" = 40' DATE JUNE 3, 1996 REFERENCE LOT B PB 517 PG 91 HICKEY CONS T. CO. ,INC. i HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN 1S LOCATED ON THE p� GROUND AS SHOWN HEREON.' AIRIMME �9ytW ! off 506-3624641 c I fcm 508 362- MD N clown nape rnineeriq;- me. �z ELIAT ENGEER9 f SURVEYORS !E ig main a4. yormouth, mo 02675 DATE REG. LAND R IHE rpy, Town of Barnstable *, Regulatory Services 9BA MASS. Thomas F.Geiler,Director 1639. Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 February 3, 2004 Donald Perkins P&H Realty Trust 38 Rosary Lane Hyannis, Ma 02601 Re: SPR 006-04 P&H Realty Trust, 30 Rosary Lane, Hyannis (R344-031) Proposal: Construct new steel-framed commercial building 40' X 40' Dear Mr. Perkins: Please be advised the aforementioned application was approved by the Building Commissioner during the site plan review meeting on January 29, 2004 with the following conditions: ❖ The applicant must laminate &post the prohibited uses and materials per ZO Section 3- 5.2 (Ground Water Protection Overlay Districts). Postings shall be maintained in a visible area of each bay or unit. This language must also be included in any lease or sub-lease. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial-compliance with the approved site plan (ZO Section 4-7.8 [7]). This document shall be submitted prior to the issuance of the final certificate of occupancy. erely, Robin C. Giangregorio Zoning& Site Plan Review Coordinator TOWN OF BARNSTABLE OFFICE CERTIFICATE OF OCCUPANCY PARCEL ID 344 031 GEOBASE ID 25017 JJ ADDRESS 30 ROSARY LANE PHONE 1 HYANNIS ZIP — 1 LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 62157 DESCRIPTION CERTIFICATE OF OCCUPANCY--BLDG_PMT#53440 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: ARCHITECTS: , Department of Health, Safety TOTAL FEES: and Environmental Services BOND $.00 INE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE R"EP * BARNSTABM MASS. �► s639. �0 1 ED Idly A �, BUILDING-,DIVISION BY DATE ISSUED 07/02/2002 EXPIRATION DATR ' f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0, / n Permit# Health Division �'�` '— , ��d� w, Date Issued `(,; Conservation Division 1 k- !� Application Fee Tax Collector 2 Permit Fee �� ®o Treasurer Aj SEPTfC SYSTEM ARtlg T BE INSTAL'LED IN COMPLIANCE Planning Dept. WITH TMX 8 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE'ANL Historic-OKH Preservation/Hyannis TO W74 REGULATIONS Project Street Address e- JI Village l4 7-1 Owner f,6# lCea 2r..sg- Address 38 Telephone 509- 7r12- ql ;7-8 eell -Izg- M?- ?2 ' Permit Request CLIr- ire_ &_w a_ �. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type /,J►'� ul Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 77 rS Historic House: ❑Yes I<oo On Old King's Highway: ❑Yes Mo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other �1 Basement Finished Area(sq.ft.) iV/ia Basement Unfinished Area(sq.ft) 10JJA Number of Baths: Full: existing 0 new Half:existing / new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing l new P First Floor Room Count l Heat Type and Fuel: ®"Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes I9'No Fireplaces: Existing /"0 New Existing wood/coal stove: ❑Yes Crlo r Detached gar e:❑existin new size Pool:❑existin ❑new size Barn:❑existing ❑n si Attached gara • xisting ❑new he existing ❑n ther Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use p BUILDER INFORMATION Name \ , o�� - ��v=��.� Telephone Number _506-- 17171- V�Z� Address, 43(V 1��ar s` License# . y Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO fd T/ar,77 6- No r-V-�i',� Sir✓ r- 'ea Qc/ ��a s2�i✓ s e SIGNATURE � ok) -L-1 - DATE - /a-- 02 z y . x3 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. r L_ ADDRESS' -- VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION FRAME i f - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH:: FINAL GAS: ROUGH . : FINAL iTj FINAL BUILDING " ' a •l i' `D DATE CLOSED OUT ASSOCIATION PLAN..NO. 'i The Commonwealth of Massachusetts ....... - Department of Industrial Accidents ,d -- - Office of/oyestigatioos _ - 600 Washington Street Boston,Mass. 02111 i�rrrrrr�ia lrrrr ir riraa Workers' Co m ��tion Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a solep Actor and have no one worlds in capacliy I am an em 1 er roviding workers' compensation for my employees working on this job. �:`.F'ii ii::i.`:•:ii:ij?is5:''ii:: �:':';'...............%::::'i.....'.j, ::;:�•+v;:;: i;i ii.;..:.f:;:}..............' ' .:iJi'r::::.i:• i::i;:;:j;i: :::{:;:j':}.:v;i:.ii:SJ:•i:is}i:?:i'is?iii'riii'?iii:ii:ti{'::::.i':..4'::.i::::+:.: r.::}}. .. :ri:i:v:}:'+i'r}:Sii is>i:i'?:isti:'r::::'v:i:v�>.::>::iii:i::::•i`:ii;ij f,.;i:i;';:,.;;:i . :. .. ....: z. :::::::::::::::::............... . ....... . .' :::.:' •';:: :: :;.::'.:::..:<><: ::.;. hone#..,.. "l. .: .... -{a' :::::::......................:.:::::::::::::.: •.....................: ::.::::. . .......................:.::::::.: :•................:::::::. atlsurance'co:::::..:. ..,... :cxM��...�.... . ..� ,�•' ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the followingworkers' co ensation polices; X. :.............................:::::::.:.. X. .............. :> com sn :name: ;:> ::; X. XX. :i:ii>:!:>:i::is iii:�i::ii:}::>.Sii:t:i:li! :-?i^:i':i:L ii�Yi:i?L:i {: ii:ii: :::::::i'::ii::Jiii iii}:isyiiii::::J::iji}fy;:;:;:isiiiiiiiii:4iiiiii'iiii:iii i}::ills:isii:::Gi:;•i}i:i•i}}:i•:4}ii}::•:::::::.�::: ....:..:.:......................:.:................. • :•i•::<.:};;•i:•i'li<•}i::•i:•.....i::t•:is?:is i::}'}}i}ii:h}}iii.. .. vii:?ii:v:;•}iii}: ?:ii?:iiii:i:iiiiii " :;:iii}iiiiliji':.i::i:i:::>.i+'i ii::;ii{}i'+i:•:}}:i3;?}}::•: ' ;':i:�i;>i%`:vi:+ifs} .. :::.. .. � .. '... ............... ..................................................... •.v::::n..! ...... ?;:;:^:;::+:;i:; • ivn ��••• rt %::i}:<: •a..k n? :i:: ................ ::::.::•::i}:•iii::::i;i:;;a:•}};its•::•::�i}:i::::`;ii::::::>:;::i:li�:•iii::i:%::;:;�iii:�ii is?`<;:::i�::�iris}:•rr:�i:�:�:::•>:.::.:�i:.:a}:;:•>;:.ri::•:::•i}:::: ...,.., ................:.;•:;•::}i::•:•:.........:::�:. ................................................... ............�:;::•>:}::.}:�i:::.�:.�:::::::::::::•is i.i:;>:•�:::»:�:::•:::::.�::::::.�::::::::•::::::::::•::::.::::::::•:::: yya±CP> i OIf ? . : ;;5�; :::?:;:::::� ;:i:i:i esliiarr i>ii>i:.....> //l//%% :ii .::>i:::ii:«;:iiiiii::i:.;> i };i:;;.;:.i:<i:<::i::<:iii:i ii:>;:<.;:...i:.;::.i}ii:. om aiiilrEsss :i i`'`on < . h > >»......? >:«<:><>:«><.»>'.>: >::> ;`>;>;........;': €' ; p_ �•�`e:C()1�i;;;.<, ::.;.::;:a::v:;::>.;rt:i:;^'S::i:;:;:i:%`•`:`'.:�i�'ii::<i.'::;i::;:1::'i:;;i'L:.:.'::;:;':�:`:".`:`::�':`::.:):i:;;:}?t:'i:`i:Ci':>:i:: Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'lmprisomnent as weII as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me: I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of pedury that the information provided above is thm and correct Signature , �. cx..s -�1ac Date �'t-'kaL Mt_ Print name ca�c`� r. �• �`LS Phone# `7? 1 ^ V t'Z oincial use only do not write in this area to be completed by city or town official city or town: permit/license# ❑BuildDDe OLice ❑checkif immediate response is required ❑Selec ❑Healcontact person: phone#; --------------- (}wised 9195 PJA) Information and Instructions r_ Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. or local licensing agency shall withhold the issuance or renewal ter 152 section 25 also states that every state g g Y MGL chap ' ct buildings in the commonwealth for an of a license or permit to operate a business or to construy, applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the P P work until political subdivisions shall enter into any contract for the performance of public wo commonwealth nor any of its ce re ements of this,cha ter have been presented to the contracting acceptable evidence of compliance with the insurance q� P , authority. Applicants rkers' co ensation affidavit completely,by checking the box that applies to your situation and Please fill in the wo mp supplying company names, address and phone numbers along with a certificate of insurance 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. 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. Please be sure to fill in the permitillicense number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions• please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Invesugadons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 i • � ✓fie "coomvnzanuse BOAR©-OF ROtLON, R"EGULATI.ONS a icense CONSTRUCTION SUPERVISOR 1 Number 063664 f �Q3lE r Tr.no: 4126 D¢7'N�ALD A PERK _ W B MN,"'81 HO r W BARNSTABL€, Admirnstrator i $i 1 PROJE E CT NA d PelrYn,k tS -}- T 4-"o ADDRESS: PERMIT#�� PERMIT DATE: M/P: 73 W 4 03 C LARGE •PLANS ARE FILED IN. BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: Cv _ Tl vt. S �- ADDRESS: ©SGL1�L PERMIT# '7 0 0 PERMIT DATE: e �q M/P: q ,-/ 031 LARGE PLANS ARE FILED IN: BAHt , `� NKERSBOX Y FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfi les/forms/archive/BANKERS B OX PROJECT NAME: ^ I a" ice► Q _p/ _ 1� ��. � Cc�1�5 ADDRESS: 30 cc.vlY"%S PERMIT# ��3�►Ll p PERMIT DATE: Lo M/P: y y d 3 LARGE PLANS ARE FILED IN: BANKERS BOX jj\/ 4"s- FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: ADDRESS: ( PERMIT# D 16-D 3 JCQt'7 PERMIT DATE: DE- M/P: LARGE PLANS ARE FILED IN: BANKERS BOX 1 � FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX CA i i i f , I ' r 1 e f 4 i � . - ,t, .; � ,. - � e. ., ` �I r __ � `_ I c � _. O .� o� ��'�' � � \ s ' ' � __ .. ,1 - _ � ..�. !- + , .. � .. - f, i ,� - '� ' s � .- - .. ,: y M. . ;. . ._, ;. ,, _ � �s,. ,i �. - � _ • � - 'i. .. .. - � � � �, r .. ,: . . e vet �� - �• -�- k � G 1 i fp fuaaa. . 100 0 Y I 1 9 Y r e � y �a� 1 � _ ' � s i �. I l � i � i ; � � � � i � } .. � , 1 ± � � .. �� i � � j � j � s ,� � � �i � � ` i �, ' ' i } E � � � I, �. � � i � a I 1 � i r � a � s x { . : � t l € � :�_.__..._.____.._ ,� �. ; 1 Y ; ! 's 1 �r i � � � .� i t r � i � ' �. r I � � � � 1 � i e � r � _.._,_.� f ' � ,� _' ..._a... I r r i { !. � i tr � ' i • � _ j r �. 7 I � , ,. i F � I - Y t � i '- n. ... ,i ,' 0 � .J � �� . �- �`� '''to �� .� 4w ' ,��Yy V ,` 4 T ()t,. �k. v, 7 0 —a Ck ` )c ; . . j c � jr ICY x w X �` �; f . r F - A R (C.. .: � '. � Lam.. �.A AN NCI'..OtYlMNY DESIGN PACKAGE BUILDER:. LOHR REALTY &i CONSTRUCTION CUSTOMER: P&H REALTY TRUST JOB NUMBER: '14-B-82670 "0 / TABLE OF CONTENTS Page Design Criteria. 1 Notes on Drawin`s 2-3 ` Deflection Criteria 4 Project Layout NA Building A 5-13 Special Details NA Original Design,Completed thru Change Order#.0 . Revision Histo Update Date Rev# Reactions Reason for Revision Pages Revised Eng. Revised Project Engineer: Chris Hickman(Oklahoma City) Checking Engineer Phillip James Johnson Signing Engineer: Dustin Cole, P.E. r ' 09A26- TAR BUI LDI NG SYSTEMSAN NG;C0JNA0.*-Y April 29, 2015 LOHR REALTY & CONSTRUCTION PO BOX 243 SOUTH DENNIS, MA 02660-0243 14-B-82670 P&H REALTY TRUST HYANNIS, MA 32'8" x 40'0" x 18'0" To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering 'Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as 'supplied and using the components as furnished, will meet the attached loading requirements. „ This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached design criteria and calculations are to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Star Building Systems or. a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Star Building Systems.or a division of its affiliate NCI Building Systems and is riot the ,engineer` of,record for this project. Cordially, Star'Building Systems Materials for Metal Buildings An NCI Company Dustin L. Cole, .P.E. Vice President of Engineering/Drafting a chnic v t� LE . 0 aTRUCTURAC U NO.47042 0 5/01/15 14-B-82670 ' 8600 South 1-35 Service Road Oklahoma City,OK 73149 • 405.636.2010 starbuildings:com Job Number . . . . . . . . . . . . . . . . . . . . . . . . 14-B-82670 Builder . . . . . . . . . . . . . . . . . . . . . . . . . . . LOHR, REALTY & CONSTRUCTION Jobsite Location . . . . . . . . . . . . . . . . . . P&H REALTY TRUST,HYANNIS,Massachusetts Building Code . . . ... . . . . . . . . . . . . . . . . MASSACHUSETTS 8TH EDITION Occupancy Category . . . . . . . . . . . . . . . . Normal Roof Dead Load Superimposed . . . . . . . . . . . . . . . . . 2 .33 psf Collateral . . . . . . . . . . . . . . . . . . . 8. 00 psf (3 .00 psf Acoustical Ceiling 5. 00 psf Other) Roof Live Load 20. 00 'psf no reduction Snow Ground Snow Load (Pg) . . . . . . . 30 . 00 psf Snow Load Importance Factor (L) 1. 00 Flat Roof Snow Load (Pf) . . . . 21. 00 psf (per code) Minimum Roof Snow Load (Pf) 25. 00 psf (used in design) Snow Exposure Factor (Ce) . . . . 1.00 Thermal Factor (Ct) . . . . . . . . . . 1.00 Wind Basic Wind Speed 115. 00 mph Wind Importance Factor (I) 100 Wind Exposure Category . . . . . . . B Internal Pressure Coef (GCpi) 0_ 18/-0:18 Loads for components not provided by "building -manufacturer Corner Areas (within 3 .27 ' of corner) 21 .77 psf pressure -29: 03 psf suction Other Areas 21 .77 psf pressure -23 .58 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category . . . . . . B Soil Site Class . . . . . . . . . . . . . . D Stiff Soil Ss . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.220 g. Sds. . . . . . 0.235 g S1 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.058.' g Shc 0.093 g Analysis Procedure . . . . . . . . . . . Equivalent Lateral Force Column Line All Basic Force -Resisting System H Response Modification Coefficient (R) `3 .00 Seismic Response Coefficient (Cs) 0.08 Design Base Shear in kips (V) 1.72 Basic Structural System (from ASCE 7-05 Table 12 .2-1) H - Steel System not Specificallyr,Detailed for Seismic Resistance 04/30/15 BOLT TIGHTENING - All bolted joints with A325 Type l bolts are specified as snug-tightened joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Bolts, December 31, 2009. Pretensioning methods, including turn-of-nut, calibrated wrench, ' twist off type tension control bolts or- direct tension indicator are NOT required. Installation Inspection requirements for Snug Tight Bolts (Specification. for• Structural Joints Section-9.'l) is suggested. ' Material properties of steel' bar, plate; and• she.et used in the fabrication . of built-up structural framing members conform to ASTM•A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS w'ith •a minimum yield .point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi . Hot rolled angles, other than flange braces, conform to ASTM -36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 ksi for rectangular HSS. } Material properties of cold-formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS .Grade 55 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS •Grade 55 Class 1 with a minimum yield point of 55 ksi. For Canada, material properties conform to CAN/CSA G40.20/G40.21= or. equivalent. Using 8 x 8 eave gutter with 4 x 5 downspouts, the• roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been- located on these drawings. The downspouts are to be placed, on the building sidewalls at a 'spacing not to exceed 1,20 feet with the first downspout from both ends of the gutter run within 60 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 5 in/hr rainfall intensity. Investigation of the existing structure for possible detrimental effects due to the metal building addition is not within the metal building manufacturer's scope of work. It is strongly recommended that the original designer or other responsible professional be retained to analyze the existing structure, recommending any reinforcement that may be needed. ' The metal building manufacturer and its certifying engineer expressly exclude the existing structure for any warranty or certification whether written, verbal or implied. The design collateral load has been uniformly applied to the design of the building. Hanging loads are to be attached to the purlin web. This may not be. appropriate for heavily concentrated loads. Any attached- load in excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using concentrated loads and may require seperate support members within the roof system. f The jobsite is located in a hurricane prone refion with wind- speeds of 110 MPH or greater. To maintain the enclosed classification and design for wind loads all doors provided by the manufacturer shall be .protected by impact resistant coverings. This material rriay include, but is not limited to, 7/16" structural wood panels as prescribed by . ' the building code. The customers design professional, not the manufacturer, is responsible for determining the adequacy of the material covering by z - 3 04/30/15 others.. The - structure has. not .been designed to withstand the additional internal pressure required by code as a ,partially enclosed conditionin the absence of impact resistant coverings. e / " 1 . 3 04/30/15 Job Number . . . . . . . . . . . . . . . . . . . . . . . . ', 14-B-82670 Builder LOHR REALTY& CONSTRUCTION Jobsite Location P&H REALTY TRUST, HYANNIS, Massachusetts The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on ASCE 7 commentary equation CC-3 of 0.7W. 'The limits shown are at service loads unless indicated otherwise. BUILDING DEFLECTION LIMITS. . . c BLDG-C t Ceiling Type Acoustical or Other = Roof Limits Rafters Purlins Panels Live L/ 180 150 60 Snow L/ 180 180 60 Wind L/ 180 180 60 Total Gravity L/ 120 120 60 Total Uplift L/ N/A N/A 60 Frame Limits Sidesway ` Live H/ '60 Snow H/ 60 Wind H/ , 60 Seismic Drift H/ 40 Total Gravity H/ 60 Total Wind H/ 60' Service Seismic H/ 50 Wall Limits Limit , Total Wind Panels L/. 60 Total Wind Girts-' L/ 90 Total Wind EW Columns L/ 120, The Service Seismic„ limit as shown here is-.at service level loads.' 4 04/30/15 key Strut , x=double Z, Budder xx=triple Z, OMS �-lbM3QIS L❑HR REALTY & CONSTRUCTI o=pipe(FM) Job Noi 82670C run01 - O ,Ob Version; ver01-clhlckMan 0102, 0102 Wed Apr 29 11, 26: 56 2015 o i 0 K ,111 BT Ob 15' 4 13'4` n n n 7' 4 T T T iiiiiiii , EXISTING. N. B. . ra o cn .N �N c m m ox ro /2 ca C •A .LJ W06 N - (U J f- 00 O Tt r M M -i p Q x 3 fTl v Z �" A ry .<120 -,D N EXISTING N. B, M, o b ,L 0 tXT <20 18 m Owner 20' 0 20' 0 P&H REALTY TRUST HYANNIS MA 02601 40' 0 P. ❑. 2491513120 SIDEWALL SWA 5 04/30/15 Star Building Systems, OKC, OK " Design Summary Program User: clhickman Job Number: '82670C Design Summary Report Version: 5.01.4• run01 Date: 04/29/15 Start Time: 12:56:21 R:\. .\14-B-82670\ver01-clhickman\Bldg-C\run01\82670C bldg C' 01.cds M A I N B U I L D I N G D E S I G N S U M M A R Y R E P'O R T All connections use ASTM A325N bolts, unless noted otherwise. " All anchor rods are checked according to ASTM F1S54 Gr.. 36 strengths. , Rafter flange braces use the Optional Concealed Nut attachment ROOF PLANE ------- RPA R:\Jobs\Active\ENG\14-B-82670\verOl-clhickman\Bldg-C\run01\CroofRPA_01.edf Panel PBR26 Purlins . . . . . . . . . . . . . . .1 . . . 55.0 ksi Yield Strength°, Eave Struts . . . . . . . . ... . . .. 55.-0 ksi-Yield Strength PURLIN SPACING 2@3.6975 2@3'10 113-1/4 .r Bay Length Member Size 'Brace L Lap R Lap # (ft) Identification Locations Exten Exten 1 20.000 8X2.5Z16 None S 0.000 3.146 'C 2 20.000 8X2.5Z16 None C 3.146 0.000 S Purlin Clip-Use 2 A325 Bolts @ Level 2,3,4,5 @ Supports: 1,2,3 Purlin Stiffened Clips'@ Level 2,5 @ Supports: 1,2,3 Purlin Backup Plate @ Level 2,5 @ Supports: 2 ROOF PLANE ------- RPC R:\Jobs\Active\ENG\14-,B-82670\ver01-clhickman\Bldg-C\run01\CroofRPC_01.edf Panel PBR26 . Purlins . . . . . . . : . . 55.0 ksi Yield Strength Eave Struts . : . . . . . .. . . . . . 55.0 ksi Yield Strength PURLIN-SPACING :, 2@3.6975 2@3110 113-1/4 " Bay Length Member Size Brace L Lap R Lap # (ft), Identification Locations Exten, Exten --------------------------------------------------------------------- 1 20.000 8X2.5Z16 None S 0.000 3.146 C 2 20.000 , 8X2.5Z16 None C •3:146, 0:000 S Purlin Clip Use 2 A325 Bolts @ Level 2.,3,4,5 @ Supports: 3,.2,1 Purlin Stiffened Clips @ ,Level 2,5 @ Supports: 3,2,1 Purlin Backup Plate @ Level 2,5 @ Supports: 2 6 04/30/15 - Star Building Systems, OKC, OK Design Summary Program User: clhickman; Job Number: 82670C Design Summary Report Version: '5.01.4 run0l Date: 04/29/15 Start Time: 12:56:21 R:\. .\14-B-82670\ver0l.-clhickman\Bldg-C\run01\82670C.bldg_C_01.cds ------------------------------------------------------------------------------- RPC Purlin Strut @ 16.333 - (ft) 8X2.5Z16 Bays 2 RPC Purlin Strut @ 16.333 (ft) :� 8X2.5Z16 Bays 1 SWC Eave Strut @ 18.000_ (ft) 8X3.5E14 Bays 2 SWC Eave Strut @ 18.000 (ft) 8X3.5E14 Bays 1 SWA Eave Strut @ 16.000 (ft) 8X3._5E14 Bays 1. SWA Eave Strut @ 18.000 .(ft) •8X3.5E14 Bays 2 Note: 1) All Purlin' strut locations for all roof planes are measured from back sidewall. 2)All purlin strut rows use the same lap lengths as the main purlin design. Eave strut interior connection at SWA uses (2) -1/2" A325 bolts. Eave strut interior connection.,at SWC uses (2)—1/2" A325 bolts. Eave strut connection at end-frame uses (4) -1/2" A325 bolts. .< BRACING ---- Roof 1 bays. Rod Plane SWA : 1 bays Rod Plane SWC 1 bays Rod Plane EWB :End Frame Plane EWD' : 1 bays Rod 1 SIDEWALL PLANE SWA ( 0.00011 Inset columns ) R:\Jobs\Active\ENG\14-B'82670\verol-clhickman\Bldg-C\run01\CWallSWA 01.edf OPEN AREAS: (Open to existingbuilding not by the manufacturer.) p Size Wall Distance 4010 x 1810 SWA 010 SIDEWALL PLANE SWC -- ( 0.000" Inset columns ) R:\Jobs\Active\ENG\14-B-82670\ver01-clhickman\Bldg-C\run01\Cwal1SWC 01.edf OPEN AREAS: (Open to existing building not by the manufacturer-.) Size Wall Distance 4010 x 1810 SWC 010 U s r 04/30/15 Star Building Systems, OKC, OK Design Summary Program User: ;clhickman, Job Number:• 82670C Design Summary Report Version: 5.01.4 run0l bate 04'/29/15 Start Time: 12:56:22 R:\. .\14-B-82670\ver01-clhickman\Bldg-C\run01\8267.00_bldg_C_Ol.cds ------------------------------------------------------------------------------- Endwall Plane EWB Design Non-Expandable Frame (CS ) R:\Jobs\Active\ENG\14-B-82670\ver0l-clhickman\Bldg-C\run01\CwallEWB 01•.edf Panel AVP26 WALL Girts . . . . . . . . . . . . . . . . . . . . ... . . 55.0 ksi Yield Strength Girts Spacings_. 7.'4: 6'0 2'0 Bay Elev. Length Member Size 'Brace L Lap R'Lap # (ft-in) (ft) Identification Locations Exten Exten 1 714 15.499- 8X2.5Z16 None xs 0.000 0.000 S 2 714 17:166 8X2.5Z16 None S 0.000 0.000 S 1 1314 15:499 8X2.5Z16 None S 0.000 0.000 S 2 1314- 17.166 8X2.5Z13 2 points 5 0.000 0.000 S 1 1514 15.499• 8X2.5Z14 None,, S .0.000 0.000 S FRAMED OPENINGS: Width Height ".-Sill Ht Jamb Header/Sill Bay Distance 1210 1410 , N/A 8X2.5C16 8X2.5C16 •1 2'6 1010 1210 N/A 8X2.5C16 8X2.5C16 2 110 3070 Walkdoor N/A 8X2.5C16 8X2.5C16 2 111•,8 OPEN AREAS: '(Open to other construction not by the manufacturer.) Size Wall Distance 3218 x 410 EWB 0'10 COLUMNS ----- ( ' 1.00011 Inset columns ) ,,, Col Dist. Description Base Elev Base plate design information # from left Member Size Ident. (ft) Thickness & rods ----------------------------------------------------------------------------- 1-C 15.5001 W8X10 50.o. ksig 4.0000' 0.37511 BP thk w/( 4) -•0.625" A36 1� ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 1 `---21`---------------- PLANE swc: 1-C AT PEAK, TYPE 3 CONN. , (4) -1/2" A325N CF Brdg Channel (0.375011) (4)-3/4" A325N . W8X10 COLUMN EXTENSION w/ 12.000 LAP LENGTH;, 8X2.5C12 BRIDGE CHANNEL _ PLANE SWA: 8 04/30/15 Star Building Systems, OKC, OK Design Summary Program User: clhickman Job Number: 82670C Design Summary Report Version:. 5:01.4 - run01 Date: 04/29./15 ,, . Start Time: 12:56:22 R:\. .\14-B-82670\ver0l-clhickman\Bldg-C\run01\82670C bldg C -0l.cds ------------------------------------------------------------------------------- Endwall Plane EWD Design . . . . . . . Bearing Frame (BF) .1 R:\Jobs\Active\ENG\•14-B-82670\ver01-.clhickman\Bldg-C\run01\CwallEWD_01..edf.- Panel . ... . . . . . . . . . . . . . . . . . . . . AVP26 ,WALL RAFTERS ----- t Mem Description Length Start End # Member Size Identification (ft) (ft). (ft) 1 W8X10 50.0 ksi 15.887 0.000 15.887 Connections. . . Left : Type-IV SEP 5.0" X 3/81' (2) -1/2" A325N Bolts Right:' Type-III SEP 5.0" X 3/8"' (4) -1/2" A325N,Bolts 2 W8X10. 50.0 ksi 15.887 15.887 , 31.774 Connections. . . Left. : Type-III SEP 5.0" X 3/8" (4) -1/2"- A325N Bolts Right: Type-IV SEP 5.01' X 3/811, (2) -1/21"A325N Bolts Flange Braces at following purlins (horizontal distance from eave) PLANE SWA: 1.1.228 PLANE SWC: 11.228. . Girts . . . . . . . . . . . . . . . . .. . . . . . . . 55.0 ksi Yield Strength Girts Spacings - 7'4 6'0 r Bay Elev. Length Member Size Brace L Lap . R Lap # (ft-.in) (ft) . Identification Locations Exten' Exten 1 714 16.332 8X2.5Z16 2 points S 0.000 0.000 S 2 714 16.332 8X2.5Z16 2 points S 0.000 0.000 S. 1 1314 1'6.332 -8X2:5Z16 2 points S 0.000 0'.000 S 2 1314 16.332 8X2.5Z16 2 points S 0.00.0 0.000_ S FRAMED OPENINGS: Width ,Height: Bill 'HE Jamb ' Header/Sill Bay Distance 310 614 " N/A 8X2.5C16 8X2.5C16 1 216 OPEN AREAS: (Open to other construction not .by the.manufacturer.) Size Wall Distance 3218 x 410 EWD 010 04/30/15 Star Building Systems, OKC, OK Design Summary Program User: clhickman Job Number: 82670C Design Summary Report Version: 5.01.4 -run01 Date: 04/29/15 Start Time:' 12:56:22 R:\. .\14-B-82670\ver01-clhickman\Bldg-C\run0l\82670C bldg C 01.cds EWB Cont. COLUMNS ----- ( 1.00011 Inset columns ) Col Dist. Description Base ElevBase plate design information # from left Member Site Ident. .(ft) Thickness`& rods ----------------------------------------------------------------------------- 3-A 0.000' W8X13 50.0 ksi 4.0000.1 0.375" BP thk w/( 4) -0.625" A36 3-B 16.333' W8X10 50.0 ksi 4.0000' 0.375" BP thk w/ ( 4) -0.625" A36 3-D 32.667' W8X13 50.0 ksi 4.00001 0.375" BP thk w/ ( 4) -0.625" A36 ENDWALL COLUMN •TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL PLANE 3 PLANE SWA: 3-B AT PEAK, TYPE 3 CONN. , (4) -1/2" A325N CF Brdg Channel (0.375011) (4) -3/4" A325N W8X10 COLUMN EXTENSION w/ 12'000 " LAP LENGTH; 8X2.5C12 BRIDGE CHANNEL PLANE SWC: FRAMES - --- Type Span Live Wind: Eave Trib Grid Labels CS 32.667 20.00/115.00 18.00/' 10.17 1 CS 32.667 20.00/115 00, 18 00/ 19.67 2 Note: Use square-anchor rod layout. 10 04/30/15 r . Eds2Xds User: clhickman Job Number: 14-B-82670 Oklahoma City Date:,04/29/2015 02:26:31 PM_ Relative path: \\OKCSNA01\TS\jobs\Active\Eng\14-'B=82670 Building:".Bldg-C CDS file name: 14-B-82670 Bldg-C_Eds2Xds.cds Planes Name File SWA \ver01-clhickman\Bld -C\run01\CwallSWA 01.edf EWD \ver01-cihickman\Bld -C\run01\CwallEWD 01.edf SWC \ver01-clhickman\Bld -C\run01\CwallSWC 01.edf EWB \ver01-clhickman\Bld -C\run01\CwaliEWB 01.edf RPA \ver01-clhickman\Bld -C\run01\CroofRPA 01.edf RPC \ver01-clhickman\Bld =C\rur01\CroofRPC '01.edf Frames Frame Left Left File Right Right File. m Line Frame Frame ' 1 A \ver01-clhickman\Bld -C\Drft \x01L A \ver01-clhickman\Bld -C\Drft \x01L 2 B \ver01-clhickman\Bld -C\Drft \x02L B \ver01-clhickman\Bld -C\Drat \x02L Portal Frames Plane Bay Frame file Name 11 04/30/15 Star Building Systems FRAME ID #1 USER NAME:clhickman DATE: 4/29/15 TIME:13:00:15 PAGE: 1 -1 8600 S. I-35, Oklahoma City, OK 73149 cs 32.667/18./10.167 20./115./30. JOB NAME:82670C FILE:frame l.fra LOCATION: Gridlines,1 (1) All sectional dimensions are in inches. DETAIL FILE: ctive\ENG\14-B-82670\ver01-clhickman\Bldg-C\Drftg\xO1L (2) All Flange lengths are measured along outer flange. BOLTS:A325 'SNUG TIGHT WEIGHT: 887 lbs (3) Rafter Flange Braces use the Optional Concealed Nut Attachment PURLINS(horz. fromeave) :8"-Z 2@3'8 3/81-,2@3110" _ GIRTS vert. from floor ':. . 8"-Z FLUSH 12 5XO..25 O.F. 0.134 WEB THK. 15.677' Symm. WEB.LEN. 5XO.25 Frame - - I.F. o" .. 5.677' 18' E.H. 4CQ r CONNECTION DETAILS- : * = 1 Location O1 *-D O Web Dep. 9.0 9.0 N/A 11.5 11.5 11.5 �\P N Type BASE HORZ STF CAP-(EXT) 2E/2F. SPLICE 2E/2E w OQ Plate(DN) 6.OXO.375 2..25XO.25 .5.-OXO.25. 6.0X0.375 N/A 6.OXO.375. °i Plate(UP) N/A N/A N/A 6.OXO.375" N/A 6.OXO.375 Bolts (4)-3/4 N/A N/A (8)-3/4 N/A (8)-3/4 Star Building Systems FRAME ID #2 USER NAME:clhickman DATE: 4/29/15 TIME:13:00:15 PAGE: 2 -1 8600 S, I-35, Oklahoma City, OK 73149• cs 32.667/18./24.583 20./115./30. JOB NAME:82670C FILE:frame 2.fra LOCATION: Gridlines 2 (1) All sectional dimensions are in inches. DETAIL FILE: ctive\ENG\14-B-82670\ver01-clhickman\Bldg-C\Drftg\x02L (2) All Flange lengths are measured along outer flange. BOLTS:A325 SNUG TIGHT WEIGHT:.. 1390 lbs - (3) Rafter Flange Braces use the Optional Concealed Nut Attachment PURLINS(horz. from eave) :8"-Z 2@318 3/811,2@3110" GIRTS vert. from floor) : 8"-Z FLUSH i1.0 - - 12 6X0.25 O.F. - 0.134 - • WEB THK. 0-156 10.0. S m. LEN. 'WEB 5.7' 6X0.25 Frame I.F. 10'.0.. 18' E,H: - v M �.• 111 _ . - - _ 0.5' T 16,4„ .. T . O - QQ W - s CONNECTION DETAILS * = 2 4 Location O1 *-D O O3 O4 OS O6 O7 Web Dep. 9.0 9.0 9.0 N/A 15.5 15.5 15.5 p'W Type BASE SPLICE HORZ STF CAP (EXT) 2E/2E SPLICE 2E/2E 0 Plate(DN) 8.OX0.375 N/A 3.75x0-.25 8.OX0.25 8.0X0.375 N/A 6.OX0.5 v Plate(UP) N/A N/A N/A N/A 6.0X0.375 N/A 6.OX0.5 Bolts (4)-3/4 N/A N/A N/A (8)-3/4 N/A (8)-3/4 R'BUILDIN&SYS-rEMSew Air N 1.0,MPAiN. ` REACTIONS BUILDER: LOHR REALTY &.CONSTRUCTION l . CUSTOMER: P&&H REALTY TRUST JOB NUMBER: 14-B-82670 Notes 1) .The reactions provided are based on the Order Documents at the time of mailing. Any changes to building loads or dimensions may change the reactions. The reactions will be superseded and voided by any,future mailing. 2) The reactions provided have been created with the following layout(unless noted otherwise). a) A.reaction table is provided with the reactions.for each load group. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building,`as shown on the anchor rod drawing,from the outside of the building. (b) Interior columns are spaced from.left side to right side. (2) Single Slope Buildings (a) Left column is the low side column: (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls ' (1) Left and Right columns are determined as if viewing the wall from the outside: ' (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) Anchor rods are ASTM F1554 Gr.36 material unless noted otherwise on the anchor rod layout drawing. f) X-Bracing (1) 'Rod Bracing reactions have been included in values'shown in the reaction tables. (2) For IBC and UBC based building codes,when x-bracing is present in the side�vall,individual . longitudinal seismic,loads(RBUPEQ and RBDWEQ)"do not include the amplification factor,ob. (3) For IBC and UBC based building codes,when x-bracing is present in the endwall,'individual transverse seismic loads(EQ)do not include the amplification factor,Qo. 3) Reactions are provided as un-factored for each load group applied to the column. The foundation engineer will apply the appropriate load factors and combine the reactions in accordance with the building code and design specifications to determine bearing pressures and.concrete design. The factors applied to load groups for the steel column design may be different than the factors used in the foundation design. a) For projects using ultimate design wind'speeds such as 2012 IBC or 2010 Florida building code,the wind load reactions are at a stren h value with a load factor of 1.0. The manufacturer does not provide "maximum"load combination reactions.However,the individual load:, reactions provided may be used by the foundation engineer to determine the applicable load combinations for . his/her design procedures and allow for an economical foundation design. Rev G 7/01/13 FRAME DESCRIPTION: USER NAME:'cthickroa DATE: 4/29/15 PAGE: EW-1 Endwatt EWB - JOB NAME: 82670C FILE:'REW3BLDG1 PATH: R: \Jobs\Act,ive\ENG\14-B-82670\verOl-clhickroan\Bldg-C\run01\' SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: Alt reactions are in kips and kip-Ft. - TIME: 12: 56:20 REACTION NOTATIONS VL 1 V.1 1 VR 1-C LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN 1-C LOAD GROUP HL VL LL HR VR_ LR H1 V1 L1 . D 0. 0, 0. 0. 0. 0. 0. 0. 1 0. " W+ 0. 0. 0. 0: 0. 0.1 0. 0. ` 2. 0 W- 0. 0. .0. 0:' 0. 0. 0. 0. -2. 2 E+ 0, 0. -0. 0. 0. 0. 0. 0. 0. , E- 0. 0. 0. : 0. 0.:" 0; 0. 0. 01 LOAD GROUP.DESCRIPTION D DEAD LOAD p, ✓ W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS.AN OUTWARD ACTING, SUCTION = E+ EARTHQUAKE.FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING ❑UTWARD } u I - • FRAME ID #1 USER NAME:'c(hickman DATE: 4/29/15 . PAGE: 1-2 cs 32..667/18. /10. 167 20. 111 JOB NAMEi 82670C FILE: frame-l. fra SUPPORT REACTIONS FOR EACH LOAD GROUP d )KLOCATION: Gridlines: 1 NOTES: (1) All reactions are in kips and kip-ft. TIME: 131 00: 15 (2) The seismic overstrength factor (Omega) is not included in the 'RBDWEQ''.and"RBUPEQ' Load Group reactions. Seismic 'BASE-ONLY' combination reactions include an overstrength factor of: 2. 500 REACTION NOTATIONS 9 HL cif HR LVL VR E D --A t LOAD GROUP REACTION TABLE = 1 i COLUMN *-D X-A.,. LOAD GROUP HL VL LNL HR VR LNR, DL 0. 2 0. 8 0. 0 -0..2 0. 8 0. 0 CULL Or 4 1, 3 0, 0 -0. 4 1, 3 0. 0 SNOW 1. 2 4. 7 0. 0 . -1. 2 4. 7 0. 0 LL 0. 9 3. 3 0, 0 -0. 9 3, 3 0. 0 EQ -0. 2 -0. 11 0, 0 -0. 2 0. 1 0. 0 RBUPEQ 0. 0r-4. -0. 9 -0. 0 -0. 6 -0. 9 WL 1 -2. 2 0. 0 -0. 6 -2. 2 0. 0WL2 -2. 3 0. 0 -0. 5 -1. 0 0. 0 WL3 0. 6 0. 0 2. 2 -4. 3 0. 0WL4 0. 5 0. 0 2.3 -3. 1 0. 0 LWL1 -0. 0 0. 0 0. 1 -3. 0 0. 0 RBUPLW 0, 0 -1. 7 -2.'5 -0. 0 -1. 7 -2. 5 LWL2 -0. 1 -3. 0 0, 0 0. 0 -3. 3 0. 0 LWL3 0, 3 -2. 0 0. 0 -0. 3 -1. 9 0. 0 LWL4 0, 3 -1. 9 0. 0 -0. 3 -2. 0 0, 0 RBDWLW -0. 0 2. 3 0. 0 ' 0. 0 2. 3 0. 0 RBDWEQ -0. 0. 0. 8 0.'O 0. 0 0. 8 0. 0 LOAD GROUP DESCRIPTION DL Roof'Dead Load - COLL Roof Collateral Load SNOW Roof Snow Load LL Roof Live 'Load EQ Lateral Seismic Load [parallel to plane 'of frame] RBUPEQ Upward, Acting Rod Brace Load from Longlt. Seismic WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary-Wind Load LWLl Longitudinal Primary Wind Load RBUPLW Upward Acting Rod Brace Load from LongituoL Wind LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load RBDWLW Downward Acting Rod Brace Load from Longit. Wind RBDWEQ Downward Acting Rod.Brace Load from Long. Seismic i m FRAME ID: #2 USER NAME: c(hickman .DATE: 4/29/15 PAGE: 2-2 cs 32.-667/18. /24. 583 20. 111 JOB NAME: 82670C FILE: frame_2. fra SUPPORT REACTIONS FOR EACH LOAD GROUP )KLOCATION: Gridlines: 2 NOTES: (1) All reactions are in kips and kip,-ft. TIME: 13; 00: 15 (2) The seismic overstrength factor (Omega) is` not included in the 'RBDWEQ' and 'RBUPEQ' Load Group reactions. Seismic 'BASE-ONLY' combination reactions 'include an overstrength factor of: 2. 500 REACTION NOTATIONS HL- •� .� HR �VL �VR LOAD GROUP REACTION TABLE xE 2 COLUMN *_D x-A LOAD GROUP HL VL LNL I HR VR LNR �. DL 0. 2 1. 5 0. 0 -0. 2 1.5 0. 0 COLL 0. 5 3. 2 0. 0 -0. 5 3. 2 0. 0 SNOW 1..8 1 L'3 0. 0 -1. 8 51. 3 0, 0 LL 1. 4 8. 0 0. 0 -1 4 " 8 0 0 0 EQ' -0. 4 -0, 4 0. 0 -0. 4 0. 4 0. 0 RBUPEQ 0. 0 -0. 8 -0. 9 •-0. 0 -0. 8 -0. 9 WL1 •-3. 0 -7. 8 0. 0 -1.:7 -3. 7 0. 0 WL2 -3. 5 -4. 8 0. 0 -1. 2 -0."8 0. 0 WL3 1. 7 -3. 7 0. 0 3. 0 -7. 8 0. 0 WL4 1, 2 -0. 8 0. 0 3.5 -4. 8 0. 0 LWL l 0.-6 -8. 1 0. 0 ".-0. 5 -7. 2 0. 0 RBUPLW 0. 0 .-2. 3. -2. 5 -O. 0 -2. 3 -2. 5 LWL2 0. 5 -7. 2 0, 0 -0. 6 -8. 1 0. 0 .LWL3 1. l -4. 9 0. 0 -1. 0 -4. 5 0.+0 LWL4 1. 0 -4. 5 0. 0 -1. 1 -4.. 9 0. 0 " RBDWLW -0. 0 1, 7, 0. 0 0. 0 1. 7 0. 0 RBDWEQ -0. 0 0. 614 0. 0 _ 0.,0 0. 6 - 0. 0 - LOAD GROUP DESCRIPTION DL Roof Dead Load COLL Roof Collateral Load SNOW Roof Snow Load LL Roof Live Load EQ Lateral Seismic Load [parallel to plane of frame] RBUPEQ Upward Acting Rod Brace Load from Longit.: Seismic WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load. WL3 Lateral Primary Wind.Load WL4 Lateral Primary Wind Load r LWL1 Longitudinal Primary Wind Load RBUPLW Upward Acting Rod Brace Load from Long itud. Wind LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load RBDWLW Downward Acting Rod Brace Load from Longit. Wind RBDWEQ Downward Acting Rod Brace Load from Long.. Seismic S FRAME DESCRIPTION: USER NAMEiclhickroa DATE: 4/29/15 PAGE: EW-2 `Endwal l 'EWD JOB NAME: 82670C FILE: REW4BLDG1 PATH: R: \Jobs\Active\ENG\14-B-82670\verOl-clhickman\Bldg-C\run01\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE Ali reactions are in kips and kip-Ft. TIME: 12: 56: 20 REACTION NOTATIONS " HL f •/ Hi •/ HR" Y VL lVi I-VR 3-A 3-13 `3-D LOAD GROUP REACTION TABLE COLUMN 3-A 3-D 3-B LOAD GROUP HL VL LL ' HR VR LR H1 V1 L1 D 0. 0 0. 5 0, 0, 0. 0, 5 0. 0. 0, 7 0, 0 C 0. 0 0. 7 0. 0,l'o 0. 7 0. 0. 1, 3 0, 0 L 0. 0 -1."7 0. 0. 0 . 1.7 0. 0. 3. 2 : 0. 0 S 0, 1 2, 6 0. -0. 1 2. 6 0. 0. 4. 2 0. 0' SBAL 0. 0 1. 8 0. 0. 0 1. 8 0. 0, 3. 4 0. 0 W+• -0. 1 -2.'2 1, 0 0. 1 -2. 2 1, 0 0,. -3. 7 " 2. 0 W- -0. 1 -2. 2 -1. 2 0. 1 -2. 2 71,2 0, -3. 7 -2. 3 WR -0. 1 -2. 2 0. 1. 6 r-3. 6 0. 0. -2. 3 0. 0 WL -0. 1 -2. 2 0. 0, 1 -0..9 0. .-1.5 -5. 0 0, 0 E+ 0. 0. 0. 0. 0, 0. 0;' 0. „0 E- 0, 0: 0. 0, 0, 0. .0.. 0. 0.` ER 0. 0. 0. 0. 3 -0. 2 0, 0, 0, 2 0. EL 0, 0. 0. Or 0. 2 0, -0. 3 -0. 2 0, LOAD GROUP DESCRIPTION D DEAD LOAD C COLLATERAL LOAD L LIVE LOAD S DESIGN SNOW LOAD SBAL BALANCED ROOF SNOW W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT .WL WIND FORCE FROM THE LEFT f E+ EARTHQUAKE FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING ❑UTWARD " - ER EARTHQUAKE FORCE FROM RIGHT EL EARTHQUAKE FORCE FROM LEFT {- y ��,,�� // - 6 - P� - - k i i tNE The Town of Barnstable M AM ` Department of Health Safety and Environmental Services 1639. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 27, 1998 Don Perkins Hickey Construction 38 Rosary Lane Hyannis, MA 02601 SPR 065-98 Hickey Construction, 30 Rosary Lane, HY (344/031). Proposal: Construct a 40X40 steel frame building for storage of construction equipment of which 200 sq.ft.will be used for office space associated with construction company. Proposed outdoor storage of stone and clean fill. "Revised plan dated August 22, 1998' Dear Mr. Perkins, The above referenced revised plan was reviewed at the Site Plan Review Staff Meeting of August 27, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditions: • Arborvitae screening to be placed along front property line and not along the building. • Screening to be planted into the ground (not in planters) and screening must continue from curbcut southerly to corner AND easterly to join into screening shown next to parking area. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �9 q — Parcel 3 Permit# Health Division g Date Issued —o99 d, Conservation Division 7126 Fee 365� Tax Collector �,�g�• 7�� r r � ,m°,� �� 4 a t` `; '4: �-Treasure VU1 7 H TIT LE 5 • Planning Dept. NIVJRC�NMEN AL CODE AND TOWN Date Definitive Plan Approved by Planning Board __ 1v Pao oof /L4d QM c,Dv_.A-e-rc.t a L Historic-OKH ✓ Preservation/Hyannis PiA a Project Street Address Q0 Village Owner aLkL 2x hr Go fie. Address 3'C gQse . Telephone Permit Request gT-e—eA — yL��r SA� Square feet: 1st floor: existing �roposed 1- 2nd floor: existing proposed Total new l 600 Estimated Project Cost �©r��d, Zoning District Z Flood Plain G Groundwater Overlay Construction Type Sree ' Lot Size -�2D Grandfathered: Cl Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure c 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 r Number of Bedrooms: existing new b Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: GLR' as ❑Oil' ❑ Electric ❑Other Central Air: ❑Yes ❑No . Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑.existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal.# Recorded❑ Commercial & es ❑No If yes,site plan review# _ S�'� O t,5S> 5 k Current Use Proposed Use BUILDER INFORMATION Name- /f/ � 7. �/LG/�. � Telephone Number. Address License# 00 4-/ 7 #16IS F144Z4 Home Improvement Contractor# Worker's Compensation# a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ '7 2 6 —�J _FOR OFFICIAL USE ONLY + PERMIT•NO. 4 DATE ISSijED' MAP/PARCEL NO., r ADDRESS• VILLAGE i OWNER 1 �.•" i -'" - r M y ,nee:. ` '• Y ..' ; ,� � w DATE OF INSPECTION^ - r• l FOUNDATION FRAME INSULATION + FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH .FINAL r` GAS: ROUGH - -.' FINAL FINAL BUILDING rjF .✓ DATE CLOSED OUT ASSOCIATION PLAN NO. N �o7nmao�u�eaC a�. ky �iureCGt , DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE ; Nucber = Expires: Restricted To: 11 F' NILLIAN D..AULLIN JR r PO BOXA82 W-BARNSTABLE, .NA 62668 s Department of Industrial Accidents Office a/117YestfgMORS z:Ns ��:"1 600 Washington Street ;> Boston Mass. 02111 Workers' Com ensation Insurance Affidavit name: I�� l/a'j G). 4PO Qdc` ✓�� location: r city 4— phone ❑ I am homemmer performing all work myself. ❑ i am a sole aroarietor and have no one working in azro ca achy ❑ I am an empio�•er providing workers compensation for my employees working on this job. compnnv name: • address: L .. citv:- `/� ��-w; /� phone#: insurance cn. 600` — /-O nniim# z 5711--7 f ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors Iisted below who hai•e the foIlo«ing workcrs• compensation polices: company name• address. city: phone#r insurnnce cn. noiiiva.. company name: :.:.... address- ci n- ... imitirnnce co. Rolf CV Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one vents'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification 1 do hereby errif} r the pains and penalties of perjury that the information provided above is true and correct Siemnire Date -7 Prat name liV11,4/4- t- /9- Phone# L -�gr 7 ofticial use only do not write in this area to be completed by city or town offie3al city or town• permit/IIcense it QBuilding Department ❑LLcensing Board check itimmediate response is required ❑Selectmen's Oltlee ❑Health Department contact person: phoned; ❑Other :rmsea r,95 P1Ai r lul U 1 1u:111U11 :in(1 Insrrucnons Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for th employees. As quoted from the "law", an employee is defined as every person in the service of another under any cony-`. of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the rec.ve: trustee of an individual, partnership, association or other legal entity, employing employ ees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds c. building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renews: 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 insurancerequnremeats of this chapter have been.presented to the contracting authority. a Applicants Please fill in the workers' compensation'"affidavit completely, by cl ecidng the box that applies to your situation and77 supplying company names, address and phone numbers along with a certificate of inn ra ce as all affidavits may be- :submitted to the Department of Industnal Accidems foi confirmation-of�n�,t.anrP _ __. _ _-.___ ._- �..coverage. Also be sure to sign and date the affidavit- The.affidavit should be rettuned to the city or town that the application for the permit or license is. being requested, not a Departtneat of Industnal Accidents: Should you have any questions regarding the "law"or if you are required to obtain a workers' compensation policy,;pleasewcall the Department at the number listed below: City or Towns - Please be sure that the affidavit is complete:and_priated lejI ftl�__'Th6 D--—;i —has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Iavestigatiions has to contact you regarding the applicant. please be sure to fill in the perautllicrose number which will be used as a reference number. The affidavits may be renamed io the Department by mail or FAX unless other arrangements have bees made. The Office of Investigations would Eke to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents OMCO of W.Vesduations 600 Washington street Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 �'ME O� The Town of Barnstable = Department De of Health Safe and Environmental Services BAEUWI. - . P Safety ' .� Building Division 6p Mpta 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner March 30, 1999 Don Perkins Hickey Construction 38 Rosary lane Hyannis, MA 02601 Re: SPR-065-98 Hickey Construction, 30 Rosary lane, HY (344/031) Proposal: Construct a 40X40 steel frame building for storage of construction equipment of which 200 sq.ft will be used for office space associated with construction company. Proposed outdoor storage of stone and clean fill. "Revised Plan signed 3/18/99. Dear Mr. Perkins, The above referenced proposal was reviewed administratively and approved with the following conditions: • Applicant must install a catchbasin which leads to the pit rather than a leeching catchbasin. • Applicant must install curbstops at parking spaces. Please note the previous conditions listed on the 8/27/99 approval letter still apply. A Building Permit is necessary prior to any construction. Upon completion of all work, a lever of certification is required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner i To: Kathy Maloney From: Lt. Donald Chase Tnu 2y Jul 1999 14:16:00 Bane: 1 F 1 HYANNIS FIRE DEPARTMENT YANly�5 95 HIGH SCHOOL RD. EXT. HYANNIS, MA. 02601 NEW.CAE o _S*E ) HAROLD S. BRUNELLE, CHIEF �REnEPA RThtiE� STUDENT AWARENESS OF FIRE FDU CAIIDN FIRE PREVENTION BUREAU C 996 BUSINESS PHONE: (508)775-1300 FACSIMILE PHONE:(508)778-6448 LT.DON.41LD tL CIHASE,,JR.,CFI LT.ERIC F.HURLER, CFI FIRE PREVENTION OFFICER FIRE PREVENTION OFFICER TO: Ralph Crossen FR: Lt_ Don Chase SJ: Building Permit Property: Hickey Construction - Rosary Ln, Hyannis Dear Ralph, We have reviewed the plans for the above named property, per the building code. The rep. from Hickey states no fire protection equipment. We recommend that the building permit be issued. Thanks, Lt. Donald Chase, Jr.; CFI Fire Prevention I_ f s. Facsimile Over Sheet Recipient Kathy Maloney Organization Barn. Building Dept. Fax Number 790-6230 From: Sender Lt. Donald Chase. Organization Hyannis Fire Department Phone Number 508-775-1301 Date Thu 29 Jul 1999 14: 16:00 Pages 1, excluding cover sheet. Nate no protection equipinent. This facsimile was transmitted from an Apple LaserWriter 16/600 PS printer POSTSCRIPT utilizing the Adobe PostScript interpreter and Adobe PostScript FAX capability. The Town of Barnstable MASI" Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 27, 1998 Don Perkins Hickey Construction 38 Rosary Lane Hyannis, MA 02601 SPR-065-98 Hickey Construction, 30 Rosary Lane, HY (344/031) Proposal: Construct a 40X40 steel frame building for storage of construction equipment of which 200 sq.ft. will be used for office space associated with construction company. Proposed outdoor storage of stone and clean fill. ''Revised plan dated August 22, 1998' Dear Mr. Perkins, The above referenced revised plan was reviewed at the Site Plan Review Staff Meeting of August 27, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditions: • Arborvitae screening to be placed along front property line and not along the building. • Screening to be planted into the ground (not in planters) and screening must continue from curbcut southerly to corner AND easterly to join into screening shown next to parking area. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, Ralph Crossen Building Commissioner ssessor'sOffice 1st floor Ma - Lot _ Permit#- 70 Conservation Office 4th floor 0 Date Issued Board of Health 3rd floor L0VvibIN 6 PO Engineering Dept. Ord floor) House# 30.F S,, oR� Planning Dept. (1st floor/School Admin.Bldg.): i RAMSTABM t M .. Definitive Plan Approved by Planning Board 19 (Applications woefted 8:30-9:30 a.m.& 1:00-2:00 .m. TOWN OF BARNSTABLE Building Permit Application Proiect Street Addresses Village Fire DistrictY. ae (honer `n©!3 >—SAaLt a' Address „'Z37�6 /k k/^4 W Telephone 77( Yl Z>3 Permit Request: ; Zoning District �� Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appeals Authorization Recorded Current Use Proposed Use e Construction Type Existing Information Dwelling Type: Single Family Two family Multi-family Age of structure Basement type Historic House Finished Old King's Highway Unfinished Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn. None Sheds Other Builder Information Name �») \e Telephone number Address (1 G S'A - �i 1 N N L NJ License# l 'Ny� Z 6 0 1 Worker's Compensation # NEW CONSTRUCTION 0R 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 Pro•ect C st - Fee SIGNATURE -�J( _ DATE (� — BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) �JG BPERM T FOR OFFICE USE ONLY , 5/3/95 ' '. 344.-031 ADDRESS 30 Rosary Lane - VILLAGE Hyannis Don Perkins ' OWNER DATE OF INSPECTION: e ; e o FOUNDATION 4 FRAME INSULATION ! FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a GAS: ROUGH FINAL FINAL BUILDING: + DATE CLOSED OUT: i ASSOCIATE PLAN NO. c ca lot I\ - k - - - - , 1 . �\ - - .4� e f r _ t -fi yC�„,. ! , t. " x t..- s � s r 5; I i j- k f 7 :. ` 8J,s•�s 1A a,�t:/n� F Q y,t' C '4 - .!f A 1 ' F`� C 'J _� 4..f5 jt 4 f 5 .4,� I- 1 J J -N : .� 4hJ 6' Prti FJ+lA rtT � e s r -f( R,r spa .. \ C a r,3,� i-I1� F. - 1. ��y �� t O� ' : i } 1 h% y, f F L `dF } Y ! Y i ,�.\ r. r ,1 a a.t Fist Y 1:.+, Pt a„ o <* >. :.• A < ^'s ., i` f r w a `` ( �%D. .y_ _ NN slot� R V' T F 'Y"" }� � �� 1^ 5. .!n-" ty�� a r a: ,• � .x ) ,i.j i� �.�,sty %[.s�'. 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Q WE.r ' r w 1 k' r :t r t ;,�,, i;k u �• J Zj S Y f ,rant ,} "' t x s. - _ i c. td i t °s '�<' r?xt.� :I• $� \.g,'�ttt.c ; y` ciY w. "1a t'�-3. t -.r ,f n t ra b z a^� ✓ t .,•cr x ; rf3 t ti•. z-r r aPy .yY�, \ t y •t". x r+.e a 4 ->:"-y,x�... e�S'�7•'a t 7,J,.¢ tx i.t � �^ s i _ { r.. J'r * 0,Jt o ; I s eft, tiy}q.ys to } xX '" 'ga ti z S f,. ,;rJ c q i )iJ,'f` .r ° �.'. E �`±'t w 'e-�-sf4 -� ak mj E ,t , of r �,e E t8't 5 tia 71: 1 r t t .t:ti - it ,� '"t'y 1 1. ` s - o- �a r a -:S St 1 Y i _ y. .-. y 4 _ C�LJ / -. ,k'L :•,}``t �.L r§`'n Ca I ,,t..£.t i \ r t.` .; t t t , r C [(( 4s r' '1 tv ]r �2 t'5`* J�l t C Y _ .AC C J 4 �'3 Y .3. /PSJF rm 'A 10905 t { ,.j. '{ -i' • r r h + `o a " i c-v 1 2.t" {�'z.^� �I>Wr{g- .i.. .f Y; ':;!��r F � "�' °tr<, ` _ j .'fi *_ {t 3 ;,# �stP�E kFn s � 11!�`i ..,f i'a 4t$.3. arlis. J ~�* - e Ya Y '" c ass t .� s,"� C/I`"7`�"+�,iv,�r '-'l'.h- r l5'3' r P .. *'ta- -, `,."'s`t ,*"`'r t s s t p `R. It, 4'{Y ,;.}o . y s #. `a7 "'""3�`z w'i't +L L.. ...A 1 r y..a�'4Y x �i s 'tk 5 C'' 1-f .h"# �}+r `"XI' �LL f G' tz tfc z£.. r:` t r: ate Y 41'A w'`l..t•.,.,.w,ri Ii"k E. - ,;,_ J' sr f -> _ ':.:1_ - .. - .,_,..",."a,...�,t:,......_.f:.:w.::.�w....».a.9.1 ,.,.r...s„w.G. :...sn. t:.�f . W^ r y COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY =� �elbl�fapessessacyfrent ONE ASHBOR_TON PLACE #668"""t"W08ailding --.MASSACHUSETTS - _ .W. y dtlY%�d�(ty(q _ ^.,BOSTON,MA 02108".�...'_.�_ �� 'l�yis.I'r®i��;Vr111►OCAt1ACt ,5.-9 LICENSE EXPIRATION DATE 03 CONSTR. SUPERVISOR CAUTION 5/10/1 9 96 FOR PROTECTION AGAINST EFFECTIVE DATE LIC-NO. RESTRICTIONS NONE 06/30/1 THEFT, PUT RIGHT THUMB 5+93 t)05621 PRINT IN APPROPRIATE o BOX ON LICENSE. � DAV1D M ORODD > c 0116_ ST CATHERINE AVEOz ✓S # 011 -38-1044 Z HYANNIS MA C2601 BLASTING OPERATORS m m MUST INCLUDE PHOTO. PHOTO(BLASTING OPR ONLY) Ff6:0• 0 0 - d - TIIJ1 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT; STAMPED-OR-SIGNATURE OF THE COMMISSIONER DOB: 65/ 1!l/1954 � /JJUL u ira THIS DOCUMENT MUST BE - - CARRIED ON THE PERSON OF - SIGNATURE OF LICENSEE SIGN NAME FULL ABOVE GNATURk LINE lu THE HOLDER WHEN EN- ! 1� J D ii(HERS-RIGHT THUMB PRINT GAGED IN THIS OCCUPATION. a,;_..✓✓.p° TONER ��171 . � � ! � ` � \ � � . / \ . � � \ \ � � � � \\\� � � \ , � , ��\/ � � \ ^ i � ] \ . . v.�/��\ ( /) ) � } � � . � , � � »�« � /� :��m �y , . � � � , , � �\: �z . � � . . ��\�> . . i ��\�ƒ � _ - \ 7 � �� \ / . � v�«< . . , � - � � � � \ : : «- [ , ® , �. °� � � � ., �� t y � l a• � , � � w �� r � �� t �� , '� `��, ` �� \ � � � y va J� a ,1 �. '�'o q�� '`;� � =��. t .� _ . ��- '�� 4 -�' ��. 1 -- , 1 I i �. _ -- E � � � iII��;� _ _ _ r ��k, �t.. �;�� ; _ , �, ti _ r,�, � ii � — � ri ,e i_. ... -��,� -� \ Wry 4 \ L \ t/ \ W \ fY 4 L. 1 u ,I r Imp od ��a AE. � AW 70 f.f i nn 1A f t(_ px%y4, d � •1 Qz, 6 � d IoA dy 7d�tS �QG 11%02'94 17:02 'Z`6177277122 DEPT IND ACCID 1 LG iZJYLO1Ui1eaa111 0 �'�/cz�jachitiett �UaPartmenl o�.�•ndu�frcal,./�'eeccienLd 600 ..4a ton.,Sit l James J.Campbell &Ion, ///amadwdd& 02f f f Commissioner Workers' Compensation 'Insurance Affidavit with a principal place of business at: (ear�sexr�zfa) do hereby certify under the pains and penalties of perjury, that: () I am an employer providing workers' compensation coverage for my employees working c this job. � Insurance Company Policy Number , O I am a sole proprietor and have no one working for me in any capacity.' (} I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation policies: Contractor Insurance Company/Policy Tlcunbei Contractor Insurance Company/Policy ?dumber Contractor Insurance Company/Policy Numbe O [ am a homeowner performing,all the work myself. 1 uncer<_t nc;: a:a co;y of&—is s_;emem will be forwzrced to ite O`°ice of lrve:dE�.-aons of d;e DIA for coverage verification and that failure to ss cv%e!age as ree_:,ed under Sec on 25A of MGL 152 cz�i lead to dic imposition of ciminal penzi6es eonsistine of a fine of up to S 1,500.00 zrc/ yeas' imFrLcnmeni zz w0l as cMl penalties in the forr..cf a STOP WORK ORDER and a fine of 1100.00 a day apinst me. Signed This day of 19 9 ,J Licensee/Permittee Building Department Licensing Board Selettmens Office Health Department 577 G TO VERIP' COVERACE INFORMATION CALL: 6 i 7-727-4900 X403, 404, 405, 4109, `75 � i s , 4 � R� t �F 6f f {fr 1 i I { / / /7� _ 4 ) Ll i f i �' � .�{ 1� �•, �� Y� �� !� �� f . ii _ _ � ' - � �� _ ��. - - � w � � � _ I � �, � . . y . , . j `� _ � i . I � = , , a _ ..�:�. ;. ., � -� 1� ,. __ �� z t ` . , �� ;� ADDR.I~.SS 't$ t , Pgwma '# r pER1ViIT AM A PLAN ARE E� n _ A 1E � BO AEI) ALPHABETICALY BY ET INFORMATION SHEET FILED IN STREET FILE , x q/w filestfarmsfa.rcbiv ANURSBO 1'1tdJECT s ADDRUS .yx t } �1w1��ZTIl Y �7 4 i r III OE�T JDATE�, ' y i �S . PASN ry o x _ `IL i) t P B T �A►►L STREET INFE)RMATI4N SHEET FILED INTREBT FT , - q1 files/forms/archive/BANKERSBOX 4 PROJECT NAME W _. � AD DRESS- try PERMIT# �q 1-4 PERMITDATE, M/P LARGE. _,LAN BANKERS BOX k LED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpliles/formslarch veBANKERSBO i 0 - k t;Yit r }4 t f' P j1P�t[��GT AME. t PERmlT# " C>.l ,c? &7 u. PEAAOT DATE. IL f t ( y LAi GE ,Ai`�1� A :E, � ► T. DC JJOX FIL INFORMATION SHEET FILED IN S'T SET PIKE q/wpfiieslforms/archive/BANKE RSBOX 1 f 1 40'—. 0" STEEL LINE TO STEEL LINE 3 O Dia= 3/4" 20'-0" 2 20'-0„ _ 0 r I I HA C A - cD B H W Wo HBLd - - _ C :O O p o I 1 In N - z J n 0 - W (n -0 O ° �.. o _ B Ea{ °° H. B 1 o , N O H A C Nt A Ho° ° , CD 20'—0" 20'—0" con � Y s ANCHOR BOLT PLAN 114 Rosemont Lane Imler,PA 16625 (814)276-9611 .•� t., r NOTE: All Base Plates @ 104'-0"(U.N.) HICKEY C❑NSTRUCTI❑N vyF' M C❑RLE BUILDING SYSTEMS `+ , FD#= 12501 40 -0 x 40'-0' x 14 -0 , � DATE: - 6%a5/99 REM ANCHOR BOLT PLAN ' r COLUMN LINE RIGID FRAME: BASIC COLUMN REACTIONS ENDWALL COLUMN REACTIONS(k ) Frame Column ----Dead-----Collateral-.- ----Live---- --Wlnd-Ll--- --Wlnd_R1--- --Wind-L2--- MAXIMUM VERTICAL DL+CO+LL = 5.2 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert MAXIMUM VERTICAL DL+WL = -2.1 2 F 0.32 1.43 _ 0.39 1.51 3.27 12.50 -4.98 -0.67 2.81 -0.38 -5.37 -9.44 MAXIMUM HORIZONTAL DL+WL = 1.7 2 A -0.32 1.43 -0-39 1.51 -3.27 12.50 -2.81 -0.38 4.98 -0.67 -1.89 -6.31 - BRACING REACTIONS,PANEL SHEAR r Frame Column --%0nd_R2--- -Seismic_.-- -SeismicR-- ---Live R--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz .Vert - Bracing (cr Panel Shear " 2 F 1.89 -6.31 -0.25 -0.17 0.25 0.17 1.64 3.07 Wolf Col Horiz Vert Load at 2 A 5.37 -9.44 -0.25 0.17 0.25 -0.17 -1.64 9.43 Id Id Reoctn Reocln Base Angle (lb/ft) - - --- --- --------------------------- 1 36 A 78 - - NOTES FOR REACTIONS 3 91 F 78 H H " Building reactions are based on the following building data: " IV ~IV Width (ft) = 40.0 ANCHOR BOLT SUMMARY FRAME LINE Length (ft) = 40.0 Eove Height (ft) = 140 14.0 Roof Slope rise/12 ) = 1.0/1.0 _ ____ ___-- ----- - - RIGID FRAME: MAXIMUM REACTIONS. ANCHOR BOLTS, &BASE PLATES Dead Load(psf ) = 1.7 Total Bend _ - Collateral Load(ysf ) = 3.0 Ont Loc - i e e - ---------------Column Reoctions(k )---------------------------------- Live Load(psf ) = 25.0 - _________ _(��__ (in) (in)(in)__ P(n'�__ _ Frm Col Load Hmox V Load Hmin V Anc. Boll Base Plate (in) Crout Snow Load (psf ) -= 25.0' --- -- - - Line Line Id H Vmox Id H Vmin No D(in) Wid Len Thk (in) Wind Speed (mph ) = 90.0 - O 16 •EW 3/4" 18.00 3.00 2.50 ___ ________________------_--_--_ Wmd Code =MSC 93 _ O 4 RF 3/4' 18.00 3.00 2.50 2 F 3 5.4 15.2 4 -5.1 -8.0 2 0.750 6.000 14.50 0.500 0.0 Exposure =B I I _ - 1 4.0 15.4 4 -5.1 -B.O Closed/Open =C Importance = 1.10 T - 2 A 5 5.1 -8.0 2 -5.4 15.2 2 0.750 6.000 14.50 0.500 0.0 Seismic zone = 2 - GENERAL" NOTES 1 -4.0 15.4 5 5.1 -8.0 _ 5.Loading conditions are: 2 DL+CO+LL+WL1/2 1. Foundation design and construction _ 3 DL+CO+LL+WRl/2 - are not the responsibility of 4 DL+WL2 CORLE BUILDING SYSTEMS,.INC. c - }- 5 DL+WR2 f. 6 DL+WRI+WS 2. Anchor bolts shall be acc.'ot I 7 DL+WP set to a tolerance of+/- 1 - , v - B DL+WLI+WS - both elevation and location. Anchor bolts are to be type A36. - . r Diu= 3/4" Dia= 3/4" Dia= 3/4" VI T I cccafmm 010 OI0 I 4 I �4- O I 0 114 Rosenant Lane Inter,PA 16625 (814>276-9611 t - _ EW _ _ SW _ _ 4� HICKEY C❑NSTRUCTI❑N Ew C❑RLE BUILDING SYSTEMS LJ LA 2" 2" 2,. 2" 2" 2.. F❑#- 12501 40'-0' x 40'-0' x 14'-0'' t See Plan See Plan DATE: 6/25/99 REM DETAIL A DETAIL B DETAIL C ANCHOR BOLT PLAN ROOF MEMBER TABLE 40'-0" OUT-To-our of STEEL MARK PART LENGTH P-1 8X25Z16 23 -1 1 2 1 2 3 P-2 8X25Z16 23'-1 1/2" 20'-0" 20'-0" E-1 8X35E16 19'-11 1/2" E-2 8X35E16 19'-11 1 2" F E-2 E-1 P-1 T P-2 T ED - _ - cD p - (V - In O FRC p 0 0 - - (14) 0 1 0 F pv N - - - A E-1 E-2 j PURLIN 3'-1 3/4'i ROOF LAP 3� 3/4.. SHEETING PANELS: 26 Go. _ ROOF FRAMING PLAN Golvolume con 114 Rosemont Lane lmler,PA 16625 (814)276-9611 HICKEY C❑NSTRUCTI❑N I ' C❑RLE BUILDING SYSTEMS F❑#- 12501 40'-0' x 40'-0' x 14'-0' DATE: 6/25/99 REM ROOF FRAMING SPLICE BOLTS Splice Top Of Plate Bottom Of Plate Mark Ont Typ Dia Len Ont Typ Dia Len Sp— 1 4 A325 0.750 2.00 4 A325 0.750 2.00 OFLANGE BRACES: Both Sides(U.N.) A — L150X1/8 20—p 1/4" 6' 6" 20-0 1/4., 26 Go. R Golvalume 4 SPA 4'—g 15/16 4 SPp 4—9 15/16" �1 FB 3HA ' FB-3AA F 8-3H A FB-3AA 12 12 FB-1SA(1) 0 FB-1SA 1) u3 U3 00 RFt-2 ) I i w (n N w O C) - tn .: . p '(a o a to 0 (V - N T - 1'-2 1 2" 37'-7" 1'-2 •1 2" Clearance F BUILDING CROSS SECTION A FOR FRAME LINE 2 G I 114 Rosemont Lane lmler,PA 16625 (814)276-9611 HICKEY CONSTRUCTION CORLE -BUILDING SYSTEMS FO#- 12501 40'-0' x 40'-0' x 14'-0' GENERAL NOTES: DATE: 6/25/99 REM 1. See Detail Sheets for Connection Information. RIGID FRAME ELEVATION 2. See Shipping List for Flange Brace Lengths. �l MEMBER TABLE FRAME LINE A MARK PART LENGTH r G-5 8X25Z12 19 -9 G-6 8X25Z14 1 g>_9>, 40'-0" OUT-TO-OUT OF STEEL G-7 8X25Z12 19'-9" G-8 8X25Z14 19 —9 1 2 3 20'-0" 20'-0" > G-6 G-8 0 4 G-5 G-7 o I co `t G-5 G-7 m ANG32 n EC-4 RF1-1 EC-5 SIDEWALL FRAM ING,SHEETfNG,TRIM: LINE A a IINT-C IINT-G, IEF5B IINT-C (Gutters with 1 downspouts)' a IOBT CMRLM S I D E W A LL SHEETING & TRIM: FRAME LINE A 114 Rosemont Lane tmler,PA 16625 (814)276-9611 PANELS: 26 Go. A - Ash 'Grey HICKEY C❑NSTRUCTI❑N C❑RLE BUILDING SYSTEMS f F❑#— 12501 40'-0' x 40'-0' x 14'-0" 1 DATE: 6/25/99 REM SIDEWALL FRAMING �4 MEMBER TABLE y FRAME LINE F MARK PART LENGTH G-5 8X25Z12 19 —9 G-6 8X25Z14 19'-9" 40'-0" OUT-TO-OUT OF STEEL G-7 8X25Z12 19'-9" G-8 8X25Z14 3 2 1 20'-0" 20'-0" r7 G-6 G-8 I . . G-5 G-7 `) o I G-5 G-7 m ANG32 TI H I of H EC-4 RF1-1 EC-1 SIDEWALL FRAMING,SHEETING,TRIM: LINE F IINT-C IINT-G. IEF5B IINT-C (Gutters with 1 downspouts) U U_ Li IOBT SIDEWALL SHEETING & TRIM: FRAME LINE F 114 Rosemont Lone Inler,PA 16625 (814)276-9611 26 Go. A Ash Grey HICKEY C❑NSTRUCTI❑N C❑RLE BUILDING SYSTEMS F❑#— 12501 40'-0" x 40'-0' x 14'-0' t V DATE: 6/25/99 REM SIDEWALL FRAMING f - t 1 t BOLT TABLE: FRAME LINE 1 ' 1 LOCATION QUAN TYPE -DIA LE'N ER-1 -ER-1 8 A325 1 2 1 1 2 Columns 2 A325 1 2" 1 1 4" MEMBER TABLE FRAME LINE 1 40'-0" OUT—TO=OUT OF STEEL MARK PART LENGTH F B EC-1 W8X10 12 —8 1 16 ' A EC-2 W8X10 13'-8 3/8 12'-4" 13'-4" 12'-4" 1'-0" EC-3 W8X10 13'-8 3/8 EC-4 W8X1 O .:12'-'8 1/16 ANG64 ER-1 W8X10 20'-0 13 16„ ER 1 ,2 s ER 1 1"� G-1 8X25Z16 11'-11 1 '; 1z A7 12 G-2 8X25Z16 12'-11 1 2 G-2 G-1 G-? Lr) .. _ I I • M G-1 G-2 G-1 to00 o [O [o _ �} a os C6 c G-1 G-2 G-1 ' o m r' 3 ANG32 EC-1 EC-2 EC-3 EC-4 ENDWALL FRAMING: FRAME LINE 1 IRF IRFVPB IRF • IRF—CL - IRF—CL - NcoI I I I I 00 ,n N I OBT 04 ENDWALL SHEETING & TRIM: FRAME LINE 1 x 114 Rosenont Lane lnler,PA 16625 (814)276-9611 ., ,. -I PANELS: 26 Go. A — Ash Grey - HICKEY C❑NSTRUCTI❑N C❑RLE BUILDING SYSTEMS E F❑#- 12501 40'-0" x 40'-0' x 14'-0". ,,,. DATE: 6/25/99 REM ENDWALL FRAMING BOLT TABLE: FRAME LINE 3 LOCATION QUAN TYPE `DfA LEN' ER-2—ER-3 8 A325 1 2 1 1 2 Columns 2 A325 1 2' 1 1 4" t MEMBER TABLE FRAME LINE 3 40'-0'' OUT-TO—OUT OF STEEL MARK PART LENGTH EC-4 W8X10 12 —8 1 16 A c E F EC-5 W8X10 12'-8 1'/16>' 14'-0" 14'-0" 10'-0" 1'-0" EC-6 W8X10 13'-10 1/16" EC-7 W8X10 _13'-6 1/16" ANG64 ER-2 W8X10 20'-0 13/16 I r,z r 1.,� ER-3 W8X10 20'-0 13/16" Q�" A ER—2 es ER-3 12 DJ-1 8X35C16 16'-9 13/16" DJ-2 8X35C16 1.7'-9 13/16" DJ-3 8X35C16 17'-1.1 13/16" G-1 _ G-Y. _ G-4 �., DJ-4 8X35C16 17'-7 13/16" DH-1 8X35C16 12'-0" LO G-1 8X25Z16 1l'-11 /2" mi ' G-4 8X25Z16 9'-7 1/ �' M DH-1 i _ - DH-1 G-4 o - 1 c 0 Oo D6 M cD Z C6 6 Z 1 _ i+ Q 7) O N O d �t Q p 1 1 I I G-4 N �- 2 � o rl q E3 11 ANG32 T' EC- o C_ I C-7 EC-4 7 [ ] C 00 0 12'-0" F�hI 12" 0' ENDWALL FRAMING: FRAME LINE 3 IRF IRFVPB IRF IRF—CL - IRF—CL - - ❑ ❑ 04 0 co In IWFSD - -IWF5D 1 cl a a `r h In mLf) CDm LO 1L � w w_ w_ w w_ 108T 04 IOBT 04 IOBT 04 ENDWALL SHEETING & TRIM FRAME LINE 3 114 Rosenont Lane [nler,PA 16625 C814>276-9611 t PANELS: 26 Go. A — Ash Grey HICKEY C❑NSTRUCTI❑N C❑RLE BUILDING SYSTEMS F❑#- 12501 40'-0' x 40'-0' x 14'-0' DATE: 6/25/99 REM ENDWALL FRAMING e - r ` SIDEWALL COLUMN _ TEK 1 SCREW ANG 64 EAVE STRUT _ (2) PER EAVE STRUT M.5 X 100 ROOF (TYP 6 PLCS) PURLIN - - BASE ANGLE BOLTED O ol TOP PLATE EAVE STRUT II WALL PANEL TOPF END LANGE O O �DRAVBNGTFOR E IZE. H.5 X 100 O O ---INTERMEDIATE BOLTS, (TYP) - BASE TRIM O WEB O THE NUMBER OF TOP M.5 X 100 OR BOTTOM BOLTS H.5 X 125' FRAME ANCHOR CONCRETE GREATER THAN FOUR. RIGID RAFTER COLUMN (TYP) BOLTS - FOUNDATION FRAME FLANGE (TYP) BY OTHERS, MUST BE ADEQUATE O O RAFTER BRACE BASE PLATE TO. SAFELY RESIST THE LOADS BOTTOM ::I--BOTTOM BOLTS, SEE PLAN. ELEVATIONS IN. THE REACTION REPORT. - FLANGE O O DRAWING FOR SIZE. ENDWALL RAFTER SECTION ELEVATION - (� ANCHOR BOLTS SECTION THRU WALL PANEL BOLTS FOR RAFTER TO G2 ROOF PURLIN TO INTERIOR FRAME RAFTER IO EAVE STRUT TO ENDWALL RAFTER Jl EAVE STRUT JO RIGID FRAME R1 AT SIDEWALL COLUMN Tl AND CONCRETE FOUNDATION U3 COLUMN CONNECTI❑N SD1.25 08 SM.75 08 (2'0 ❑/C) (110 O/C ANG64 SM.75 08 (2' 6' O/C) AT PANEL LAPS SIDEWALL STEEL LINE ICF4C 08 FIELD CUT LOW RIB OF z SIDEWALL PANEL (TYPICAL EACH END OF BLDG) J W W A PANEL N NOTE(S): a 1.> CENTER ❑F LOW RIB a CORNER OF BUILDING z FOR EACH WALL. A Pl a OUTSIDE CORNER FOR A—PANEL con® 114 Rosemont Lane Im1er,PA 16625 (814)276-9611 HICKEY C❑NSTRUCTI❑N t C❑RLE BUILDING SYSTEMS 1�x. F❑#- 12501 40'-0" x 40'—G' x 14'-0' DATE: 6/25/1999REM DETAIL DRAWINGS Generol Notes 1. ALL,WORKTO CONFORM TO LATEST COI E REQUIREMENTS. 2. DESIGN BEARING PRESSURE IS 3000 P UNSUITABLE SOILS SHALL BE REMOVED A - REPLACED WITH GRAVEL COMPACTED T 95%DENSITY. � 3. ALL CONCRETE WORK SHALL COMPLY W Ill ACI 301 & 318. FOUNDATION CONCRE 5 ALL HAVE A MINIMUM COMPRESSIVE STREW FH OF 3000 PSI. SLAB CONCRETE SHALL I A A MINIMUM COMPRESSIVE STRENGTH OF 3 0 A PSI. 40'0/0 STEEL 4 SHALLALLO NCRETE HAVE 5%AIRSED ENTRAINMENT'TO FREEZNPL E -- — AT MAXIMUM 5" SLUMP. 5. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. WELDED WIRE M S 2„ XISTING CONCRETE `'HALL CONFORM TO ASTM A185. , 6.FOUNDATION WALLS SHALL HAVE CON C — 4 ION OR CONSTRUCTION JOINTS SPACED AT 18'-10" 19'-8" 40• Q.C. A � � - 7. AN INDEPENDENT TESTING LABORATORY T I SHALL BE RETAINED TO PERFORM INSP CT 141/2"VIF AND TESTING SERVICES IN AGCORDANC 1 I F31P7 F6 I 10 1/2"(VIF WITH ACI 301. _ 1 I i 8. FOR ANCHOR BOLT SETTINGS, REFER 7 T _f F2/P3 i i ANCHOR ROD PLAN F1 AND DETAILS CO i N - TOW 39.3(TYP) TOW 39.3(TYP) BOF 30.8 STEEL LINE I BOF 30.8 i I I I i N i NOTE: IL LAYOUT STEEL LINES CENTERED/SQUARED ,s-s"o za"FTG(TYP) 24"FTG(TYP BETWEEN EXISTING BUILDINGS O - I 16 TOF 34.8 o BOF 33.46 RELATIVE TO LINE 3 - ALL ANCHOR BOLTS REFERENCE ILL "WALL(TYP) 8"WALL(TYP! U_ TO STEEL LINES, NOT EXISTING CONIC > f > Z U 5" CONCRETE SLAB - EL 35.3 i Z U _ 8 F2/P2 4" cn O ' W/6 MIL VB, 6x6 10/10 NWF F2/P2 o U 1 o- U --I 8 O U I. Z. SAWCUT , Z U is I O M o U'' FOUNDATION PLA LO of I M TOF 34.8 o - STEEL LINE BOF 33.46 STEEL LINE 17-2" j 16 4' No. Revision/Issue Dote LOHR CONSTRUCTION CO., INC.. - '-5 1/ WALK DOO R DROP 48" PO BOX 243 F3lP1 T-5 1/2 WALK DOOR DROP 48" I I 508 T385E 9200 / 5086 385-921 AX I _..... j STEEL LINE I—� 1 F6 F2/P3 2i6" 1 '-3" VIF ,� Prole,hero.e"e nm,..e +—I PEMB ADDITION 14 1/2"(VIF • 10 1/2"(VIF}- P&H REALTY TRUST 30 ROSARY LANE LEXISTINGC00qM�TE HYANNIS, MA 02601 4" 24915 �b S 1 . 0 10 APRIL 2015 4 a I 11, I ptt j Scab - 1CdV� I'��V 1/4 General.Notes 1.ALL WORK TO CONFORM TO LATEST CODE REQUIREMENTS. 2.DESIGN BEARING PRESSURE IS 3000 PSF. UNSUITABLE SOILS SHALL BE REMOVED AND --- REPLACED WITH GRAVEL COMPACTED TO T O O T I N G S C 1-4 E C-)U L E 95%DENSITY. 3.ALL CONCRETE WORK SHALL COMPLY WITH MARK DIMENSIONS REINFORCING REMARKS' ACI301&319.FOUNDATION CONCRETE SHAL - -. - HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.SLAB CONCRETE SHALL HAVE F6 6'-0 X 6'-0 x ]'-4' 7 #6 EA. WAY _ A MINIMUM COMPRESSIVE STRENGTH OF 3000 F2 2'-0 x 3'-0 x 1'-0 4 #5 LAi., 4 #5 L VERT w/ WALL FTG. PSI, F3 3'-0 x 3'-DO x i'-0 4 #5 LONG.. 4 #5 LAT., 6 #5 L VERT w/ WALL FTG. 4.ALL CONCRETE EXPOSED TO FREEZING TEMP -- SHALL HAVE 5%AIR ENTRAINMENT.PLACED AT MAXIMUM 5'SLUMP. 5.REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.WELDED WIRE MESH SHALL CONFORM TO ASTM At 85. 6.FOUNDATION-WALLS SHALL HAVE CONTRACT ION OR CONSTRUCTION JOINTS SPACED AT 40'O.C. - 7.AN INDEPENDENT TESTING LABORATORY _ SHALL BE RETAINED TO PERFORM INSPECTIO AND TESTING SERVICES IN ACCORDANCE WITH ACI 301. = COLUMN LINE TAW + 4'-0'A � TOW +- 4'-0'A-\ 4#5 Vert I s 6 —{I 12x4 PILASTER 4-05 v,#3 TIES @12- 1 TOS 0.0 I• - PIER P-3 PIER P-2 ----6#5 DOWELS w/#3 TIES 4#5 DOWELS w/#3 TIES e 12'Rc. L 4 45 EA.WAY FTG. ; 3 05 EA.WAY FTG 1'_8• J + V BOF- 4'-6' 6 z J BOF - 4'-6' _..I e � N 2 SECTI❑N @ CORNER PILASTERS 4 SECTION @ END WALL COLUMN PILASTERS 27 x 12 PILASTER $_2.p 1/2' _ :'-0' _- ..._ - � 1/2' = 1'-0' 6- #'4 v, 0 3 TIES @ 12' FOUNDATION. DETAILS PIER P-t TOW + 4'- No. Revision/Issue Date ' Flrm Name'onC wm.s. ' 6#5 T. N.6 B.CONT. - 1/2•ExP.JOINT FILLER LOHR CONSTRUCTION CO.,INC. 5•CONC,SLAB TOS 0.0 1070 RTE 134/PO BOX 243 n -+rf-WIA x WL4 WWM 6 MIL.VAPOR BARRIER SOUTH DENNIS,MA 02660 508-385-9200/508-385-9214 FAX 2' RIGID INSULATION VERT -7 #6 EA.WAY FTG. B' / N❑TES P,e eq Nome ewa we e.. PEMB ADDITION 3 #5 c3NT. 1. ALL CONCRETE 3000 PSI, 28 DAY, MAX SLUMP BOF - 4'-6' _ - P&H REALTY TRUST B_;IF 2. REINFORCING STEEL ASTM A615 GRADE 60 30ROSAHYANNRMA02601 9 - 3. PROOF ROLL ALL EXCAVATIONS PRIOR,TO PLACEMENT OF FORMS AND CONCRETE e1 RI SECTION @ INTE R F❑OTIj1GS 3 FOUNDATI❑N WALL TYP, S-2.0 1/2' 1'-0' 5-2.0 1/2' = 1'-0' Orolem 5#eel 24915 �10 APRIL 2015 S2.0 • swl. 1/4' = V-0' � I Drawing Index Builder/Contractor Responsibilities U base , Validity d These drawings, supporting structural calculations and design certification are STAR BUILDING SYSTEMS Page Description based on the order documents as of the date of these drmvirgs. These documents describe the material supplied by the manufacturer cs of the dote of these drawings..Any changes to the orcer documents after the date an these drawings may void these draw?ngs, supporting structural E1 Cover Sheet calculations and design certification. The Builder/Contractor is responsible for notifying the building OO An NCI Company _ E2 Roof Framing/Roof Sheeting authority of all changes to the order documents which result'r, changes to the drawings. supporting E3 Sidevolls structural calculations and design cert ficotion. E4 Endwalls Builder Acceptance of Drawings - Approvol of the manufacturer's drawings and design data offirms For questions regarding the interpretation of the drawings,materials provided, or assembly of the ports: E5-E6 Main Frame Cross Sections that the manufacturer has correctly interpreted and applied the recuirements of the order Call 1-800-879-7827 and ask for the"Field Service"department. documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of Before or offer normal hours,you may send on email to OHCSF'eltl Ser ce®StarBa1dings.net. Please the order documents and standard product specifications, inciudicg ;ts design, fabrication and qua1.i:y include the order no., brief description of the question, &contact name and phone number. criteria standards and tolerances. (AISC code of standard prad:ce Sept 86 Section 4.2.1)(Mor 05 Section 4.4.1) 4 Code Official Aoorovol - It Is the responsibility of the Builder/Contractor to ensure that oil project O plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required cparovals and permits from the appropriate agency as required. ENGINEERING DESIGN CRITERIA - DEFLECTION CRITERIA Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required 'cr erection will be determined. Building Code .... I.............. MASSACHUSETTS 8TH EDITION The material supplied by the manufacturer has been desf ned wl th Occupancy Category Narmnl the fallowln furnished and installed by the erector (AISC Cade of Standard Ffcctice Sept 86 Section 7.9.1) (R!s P Y go y •............... g minimum deflection criteria. The actual eflectlon OS Section 7.t 0.J) (CSA/S16-09 Secllon 29). Roof Dead Load may be less depending on actual load and actual member length. Superimposed ................. 2.33 psf The frame sides for wend loading Is based on ASCE 7 commentary Discrepancies- Where discrepancies exist between the Metcl Building plans and plans for other Col later,1 . 8.00 psf equation CC-3 of 0.7W. The l i m I is shown are at service loads unless P 9 P P (3.00 psf Acoustical Cel ling 5.00 psF ❑then) indicated otherwise. trades, the Metal Building plans will govern. (AI SC Code of Slanaerd Practice Sept B6 Section 3.31 Roof Live Load ......:............. 20.00 psf no reduction (Mar 05 Section 3.3) BUILDING DEFLECTION LIMITS,..' BLDG-C Snow Materials by Others- All interface end compatibility of any materials not furnished by the Ground Snow Load (Pg) ..... 301..00 psf Cei ling Type - Acoustical or Other ca manufacturer ore the es onsibilit o`and to be coordinated b :he Builder Contractor or A E firm. Snow Rood Importance Factor .. 21.0 r P Y Y / / Flat Roof Snow Land (Fa 21.00 psf (per code) Roof Limits Rafters Purllns Panels s Unless specific design criteria concerning any interface between aloteriols if furnished as a port of M I m r- Roof Snow Load (PF) .. 25.00 psf (used In design) - Llve L/ 1SO 150 60 the order documents, the manufacturers assumptions will govern. Snow Exposure Factor (Ce) .... I.00 Snow L/ ISO ISO 60 Then at Factor (Ct) .......... I.00 W1nd L/ ISO 180 60 ' Mod'fcafon of the Mei B 'Id'g from Plans - The Metal Building supplied by the manufacturer nos Tote: Gravity L/ 120. 120 60 been designed according to the Building Code and specifications and the loads shown on this Wind Total Uplift L/ N/A N/A 60 drawing. Modification of the building configuration, such as removing wall panels or braces, from Has c WInd $peed .. .. ,. I15,00 mph i; that shown on these plans could affect the structural integrity of the building. The Metal Building Wind Importance Factor (U ... 1.00 Frame Limits Sldesway Manufacturer or a Licensed Structural Engineer should be consu'ted prior to making any changes to Wind Exposure Categgoryy .. B Llve H/ 60 a u 6 Internal Pressure Coef (GCp1) 0.18/-0.18 Snow H/ 60 the building configuration shown on these drawings. The Meta'Building Manufacturer will assume no Loads for components not provided by bullding manufacturer Wlnd H/ 60 a o responsibility for any loads applied to the building not indicoled on: these drawings: Corner Areas (within 3.27' of corner) 21.77 psf pressure -29.03 psf suction Seismic Drift H/ 40 Other Arens 21.77 psf pressure _23.58 psf suction Total Gravity H/ 60 ° Foundation Desian These values are the maximum values required based on a 10 sq Ft area. Total Wlnd H/ 60 u $ N The Metal Building Manufacturer is not responsible for the design., materials and workmanship of the Components with Iarger areas may have lower wl nd loads. Service Seismic H/ 50 foundation. Anchor rod pions prepared by the manufacturer ore intended to show only location, Se I sin c Wn l 1 L I m I is L i m i t - ° ~ ~ diameter and projection of the anchor rods required to attach the Metal Building System to the Cn foundation. It is the responsibility of the end customer to ensure that adequate provisions ore Selsmlc Importance Factor (Ie) 1.00 Total Wlnd Panels L/ 60 c ®❑SeISnIC Design Category B Total Wlnd Girts L/ 90 made for specifying rod embedment, bearing values, tie rods crd or other associated items ,,,,,, D Stiff Solt Total.Wind EW Columns L/ 120 W ?w 6 embedded in the concrete foundation, as weil as foundation design for the loads imposed b the So 1 t S Ito C lass F- 9^ P Y Ss .. ................... 0.220 g Sets ..... 0.235 9 m z Metal Building System, other imposed loads, and the bearing caoecily of the soil and other S1 ... .... ... .......... 0.0511 g Shc ..... 0.093 g co .Q� }-^ conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Analysis Procedure Equ I vn lent Latern I Force The Service Seismic limit as shown here is at service level Leads. - - J- _ Column Llne •••• ••• All - 'U) S a a = Basic Force Resisting System H C.9 .Response Modification Coefficient (R) 3,00 z a Seismic Response Coefficient (Cs) 0.08 i r Desi-gri Base Shear in kips CV) 1.72 - - - p Bnslc Structural System (from ASCE 7-OS Table 12.2-U PROJECT NOTES _I f' H - Steel System not Specifically Detolied for Seismic Resistance e c BOLT TIGHTENING - All bolted Joints with A325 Type 1 bolts ore m .� ¢ Spec l fled as snug-tl ghtened Jalnts In accordance with the SpeclficatiOn (Y a o 4= ` for Structural Joints Uslag ASTM A325 or A490 Bolts, December 31, 2009. Q Prete,nsloning methods, including turn-of-nut, calibrated reach, F"" a twist off type tension control bolts or direct tension indlc¢tor are NOT required. Installation Inspection requirements for Snug Tight Bolts (SpecJflcation for Structural Joints Section 9. 1) Is suggested. F o z Material properties of steel bar, Plate, and sheet used In the Fabrication - d o In of built-up structural from members conform to ASTM A529, ASTM A572, - �'C E n:�_ •c ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50-ks 1. $m Moterlal properties f hot rolled structural shapes conform to of A992, Sc z o ASTM A529, or ASTM A572 with n minimum sped Fled yield point of 50 ksi, U c�i v�i o Hot rolled angles, other than ft.ange_broces, conform.to.ASTM 36-m.l.n.I mum. .. _ ._.__.. _.. .... _ Hollow structurol shapes conform to ASTM A500 -de B, minimum yield Scale: NOT TO SCALE ppoint Is 42 ksi for round HSS and 46 ksi For rectangular HSS. Drawn b)r .EBF 5/4/15 Materlal properties of cold-formed Iight gage steel members ccmForm to the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55 Checked by RMA 5/4/15 Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 CLnss I • with a minimum yield point of 55 ksi. For Canada, material properties Project Engineer.• CLH conform to CAN/CSA G40.20/G40.21 or equlvalent. Job Number: 14-8-8,^670 Using 8 x 8 ague gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method out,Ined In the MBMA Sheet Number: III of 6 Metal Building Systems Manual, Downspout locations have not been located on these drawings. The downspouts are to he placed on The engineer whose seal the bullding sidewal is at a spacing of to exceed 120 feet with appears hereon is an employee the first downspout from both ends of the gutter run within 60 feet of the end. Downspout spacing that does not exceed the for the manufacturer for the max I mum spa,I ng w 1 l l be I n comp l I once w I th the bu I ld I ng code. materials described herein. Said The gutter and downspout system as provided by the manufacturer seal or certification Is limited Is of to accommodate 5 1n/hr rat nfall Intensity. - to the products designed and manufactured by manufacturer Investlgatlon of the existing structure for possla is only.The undersigned engineer is detrimental effects due to the metal bullding addition is not not the overall engineer of wl thin the metal bul kiing manufacturer's scope of work. It Is record for this project. strongly recommended the t the original designer or other responsible professional be re to Ined to analyze the existing structure, recommending any reinforcement that may be needed. The metal Dustin L. Cole, P.E. bullding nonufacturer n d Its certifying engineer expressly exclude Massachusetts P.E. 47042 the existingg structure for any warranty or cer tlf IcatiOn whether wr I tten, verb,1 or I trip l 1. d. oasnc cssrzn The design collateral load has been uniformly opplleci to the design of the bullding. Hanging fonds are to be attached to the - purlln web. This may not be approprl°te For heavily concentrated loads. Any attached Load In excess of 150 pounds shalt be accounted for by special design performed by a licensed engineer us lag concentrated foods and may require seperate support members within the roof system. J"0 A325 BOLT GRIP TABLE The Jobslte Is located In n hurricane prone osed with wind speeds _ GRIP LENGTH BOLT LENGTH, NOTE: of 110 MPH or greater. To maintain the enclosed classiflcatlon and i 0 TO 9/16'• 1 i/4"F T. FULL THREAD E'IGAGEMENT IS design for wend loads all doors provided by the manufacturer shall DEEMED TO HAVE BEEN hfET be protected by impact esistant coverings. Th,, material may Include, Over 9/16"TO 1 1/16" 1 3/4"F.T. I WHEN THE END OF THE BOLT but Is not Ilm lted to, 7/16' structural wood panels as prescribed by IS FLUSH W7TH THE FACE OF the bullding code. The customers design prof esslpna 1, not the manufacturer, Over 1 1/16" TO 1 5/16" 2" Is responsible for determiningthe adequacy of the nterinI covering to THE NUT. Over 1 5/16" TO 1 9/16" 2 i/4" - interthernal The res structure has red b s been ndeslgnetla�lwlenclosedtcond condition In tin lthe Over 1 9/16"" TO 1 13/16"' 2 1/2'• WASHER REOU/RED ONLY WHEN SPECIFIED. - absence of Impact resistant coverings.° par y NL Over 7 13/16' TO 2 1/16" 2 3/4" I GRIP WASHER MAY B£LOCATED UNDER HEAD . STRUCNRAL �' OF BOLT, UNDER NUT, OR AT BOTH AI LOCA DONS OF BOLTS(ONCFR THAA'2.'/u" LOCATiONS NOTED ON ERECTION DRAWINGS No.maa2 v+ NOTED ON ERECTION DRA41NCS I ADD 5/3["••FOR EACH WASHER TO 4 A =,RIAL BUILDING DESCRIPTIONS n FT F`FNOTFS J( P,LACE L7 THICKAIF5S i0 DL TERMINE GRfF _._„_ Building ID Width_TLen gth.Heights SIOpe U J— DENOTES: CLIP LOCATION _ v SC90 AT 8" PURLINS SC92 AT 10" PURLINS m�, SC94 AT 12"PURLINS BUILDER TO FlELD CUT ROOF PANELS AS REO'D ————_——_——_.—_--__� � � e I CP BR fx�snNc eu/LDINc � � � (NOT BY STAR) 40'-0 OUT OUT OF STEEL PANEL TYPANEL OVERG ANGLUM3� FROM OUTER STEEL 4" - 19-8 19-8 4" m 0 --__---_— ___----_I_ MT I —_ lO(TYP.) m m m m m m m Im a B N I in N in in in in m �n in 9CF\o 0I— r- a o }' r a`a i 0 W 8 U __ m m a _ a u 0 ❑ I I j m m m m m m m m m m m m m Im ~F2 m N in in N ^ N Vl 12 �L\ j000 cl a 09�\ Sea/ NOT TO SCALE P I I P`� OIOV (TYP.) - I I Drown EBF 5/4/15 - Checked by RMA 5/4/15 Project Engineer: CLH Job Number: 14-8-82670 Sheet Number: E2 cis The engineer whose seal appears hereon is an employee PANEL TYPE = PBR (GALVALUME) for the manufacturer for the fXiST/NG BUILDING PANEL OVERHANG= 3" materials described herein. Said (NOT BY STAR) I FROM OUTER STEEL seal or d ication g limited to the prorodeucts designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. - ^ Massachusetts P.E. 47042 __\i N__ ._ _— _._ __ ._ V ______J DRSTIE ENSM ROOF FRAMING PLAN ROOF SHEETING PLAN •• DENOTES: CLIPS AT FLANGE BRACE CL196 &CL199 AT B"PURLINS/GIRTS CL197 & CL199 AT 10" PURLINS/GIRTS CL19B& CL199 AT 12" PURLINS/GIRTS SWC EWB KEY PLAN EWD _ DUSTINL ccUZ 7u- .LE No.C7047 �^ SYMBOL LAP(LENGTH) YMBOL LAP(LENGTH) 05/0 i (33.) T 2•-4"(2•-5J") SWA R 11'-4"t1'-51"), V :3'-0"(3'-1J") 18'-0 EAVE HEIGHT 41 I ` ' i m mi e� sy m n^ m D ` z (1 Z ti VI D m O xo m� xz zo I C7 A m .0 GO O ZZ m m V A 18'-0 EAVE HEIGHT - l m 0 no v x m Nz z 0 o D L m a 0 O zz m m m m D Z� nnIN� V IIIIJJJJ i .. VI / n i / / / / / / / / / / / I / m / �K A/ Bp y � A o 0 Revision Date Description By Ckb m �• STAR BUILDING SYSTEMS OK e0K 9491a OKWIONA CITY.OK 73143 m n a°° iO 2 j R tr m An NCI Company .(405)636-2010 9. n n- El a Customer: Project Name&Location: comy� v n., R m y LOHR REALTY& P&H REALTY TRUST - �. n 'I O CONSTRUCTION `S..o A >m �n��y m a m m m ram- ut SOUTH DENNIS, MA HYANNIS, MA cg� N,^„ ro µ o- 3 m m Drawing Status: Preliminry ®For Construction Permit o n o N N ❑Mot Fara Construction) sataso'� n ❑(atAFor Construction) ❑For Erector Installation 2 a ERECTION NO ENDWALL COLUMN EXTENSIONS ARE TO U BE LOCATED TO THE INSIDE OF THE ENDFRAM£RAFTER. REFER TO DETAILS FOR COLUMN EXTENSION TO PURLIN m� CONNECTIONS. 0 '2 12 C 0 m B I I I A A O I N o I o o 1 w o, o a li I O m ^I o ] CLi �—_ ——— ——— -- e-- o OPEN TO 3'-IOJ FOR 4'-0 OPEN TO 3-103 FOR 4'-0 j CONSTRUCTION (N.B.M.) CONSTRUCTION (N.B.M.) 2 a- I I 2'-6 12'-0 _ 10'-0 6'-2 16 15'-6 17'-2 '-4 16-4 q 4 o N U SAG ANGLES 6'-Bm 3'-6U 6'-8 SAG ANGLES 6'-5{s5 3'-5 6'-5 6'-5A 3'-5 C W 2 W v i ® ❑ ELEVATION EWB" ELEVATION "EWD" �s a " a SPLICE BOLT TABLE C9 E CONN. QTY. SIZE TYPE HARDENED BEVELED Q i WASHERS- ;WASHERS _ A (2) }X 1i A325 B&N 0 0 J_ 5 6 n 2, B (4) 2 X 1J A325 B&N 4 0 m E ¢ - C (4) X 1J A325 B&N 1 0 1 0 n I° car~i ❑ El Z V j ZoZ C �QUw 1n -�-- v'S Z 0 , Scale: NOT TO SCALE -- -- - _ Drawn by. EBF 5/4/15 I NOTE: BUILDER TO FIELD WORK AVP Checked by. RMA 5/4/15 PANEL WITH EXISTING WALL PANEL ..,, ..,, .-,. .,.. -.. Project Engineer: CLH (N.B. n j I I I p M.)AS REO'D. n o n o n o j 1 i I I 1 I I i I I 0 in in in :r a a a Job Number: 14-8-82670 `O Sheet Number: E4 of 6 I j j I al appears there nngneer h ose e is on employee rl---- --� - for the manufacturer for the I ii i eoleor ed`ifl scribed hs rlimit did I I to the products designed and I j i i i i 1 I I 1 manufactured by manufacturer only.The undersigned engineer is l ii i j I r not the overnll engineer of record for this project. Massachusetts P.E. 47042 DRSTIE ENMA AVP WALL PANELS AVP WALL PANELS PANEL COVERAGE = 3'-O PANEL COVERAGE = 3'-0 COLOR = SLATE GRAY COLOR = SLATE GRAY PANEL PKG. REO'0. = AVS-'. PANEL PKG. REO'O. = AVS-2 - 1'-2 1'-0 V-2 1•-2 BACKLAP BACKLAP WALL SHEETING ELEVATION "EWB" - WALL SHEETING ELEVATION "EWD" s BLDG C BLDG C DUSTINLc �} STRUCOLECTURnI " NOT£: G/RTS ANO/OR WALL PANELS MAY REQUIRE FIELD CU77)NC - No.47042 5f AT FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OS/OS/a5 OPEN AREAS, AND/OR CONSTRUCTION(AIB.M.)AREAS. 1 OY/PROJECTS\XDS—VS-01-02 FRAME = Active/ENG/14—B-82670/ver01—clhickman/Bldg—C/Orftg/r01L 4/29/15 13:00:15 GENERAL NOTES OY/PROJECTS\XDS—V5-01-02 FB SET = ENG/14-6-82670/ver01—clhickman/Bldg—C/Orftg/x01L FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS(DEFLECTION). ' F--L,DFNOTES_.,CLIPS AT FLANGE BRACE VERTICAL CLEARANCE DIMENSIONS AREFROM96C99 AT 8" PURLINS/GIRTSFINISHED FLOOR REFERENCE ELEVATION. 97 &CL199 AT 10"PURLINS/GIRTS 98& CL199 AT 12"PURLINS/GIRTS .. 12 12 . 3,-10A 3'-10J o S-101% 3'—IOJ R - 3--7b w D m ,moo A 1 0 A e o n o a g o a �N ' N ¢ 10 0 zw ®❑ ¢ z r Q U) z � o ti o x ED E Q o DIl a` > ¢ < ❑ ❑ 0 la d I �QUW VI z o n 3 i - So o a Ua�i O Scale: NOT TO SCALE Drown by. EBF 5/4/15 Checked by RMA 5/4/15 Project Engineer: CLH Job Number: 14—B-82670 Sheet Number. ES of 6 - I The engineer whose seal appears hereon t an employee for the manufacturer for the L94 g� materials described herein. Sold seal or certification is limited to the products designed and o manufactured by manufacturer o - I only.The undersigned engineer is a not the overall engineer of e record for 1h15 project. Dustin L. Cole, P.E. Massachusetts P.E. 47042 N. FL. Oe5T1E EK— LE V. 16'-4 - 16'-4 32'-8 OUT/OUT OF STEEL D s y OU57IN L. GG . CROSS SECTION AT FRAME LINE "1" o STRUCTURAL L U No.47042 OS/05/5 m SPLICE BOLT TABLE CONN f;TY SITE ,'PF HARDENED 9EVELED 1 OY/PROJECTS\XDS—V5-01-02 FRAME = Active/ENG/14-8-82670/ver01—dhickman/Bldg—C/Drftg/x02L 4/29/15 13:00:15 GENERAL NOTES o Ot'/PROJECTS\XDS—V5-01-02 F8 SET = ENG/14-8-82670/ver01—clhickman/Bldg—C/Crftg/x02L FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY'DUE TO CONDITIONS(DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM m ••DENOTES: CLIPS AT FLANGE BRACE FINISHED FLOOR REFERENCE ELEVATION. CL196 &CL199 AT 8" PURLINS/GIRTS - CL197 &CL199 AT 10"PURLINS/GIRTS CL198&CL199 AT 12"PURLINS/GIRTS 12 12 0 S-104 3'—IQ 3-84 3'-74 o m m p 0 m E A as a o - A A o � cai C/) cZ aLM M ®❑ W 2 w U) U) 4 a x o z a n r' e ❑ ❑ wl o Foz I o m •¢mow y o i I o mw�o ml =_� U 000 O Scale: NOT TO SCALE Drown by EBF 5/4/15 - _ Checked by. RMA 5/4/15 Project Engineer: CLH Job Number.* 14-8-82670 Sheet Number. E6 of 6 The engineer whose seal for the manufacturer foears hereon is an r the i materials described herein. Sold seal ar certlficottan is limited to the products designed an I manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Dustin L. Cole, P.E. Massachusetts P.E. 47042 IN. FL oes7tE EN— 1 I I 9� 9� I1.� 16'-4 16'-4 - F� 32'-8 OUT/OUT OF STEEL F c , �$ - �� DUSnN L. f - a Co1>: CROSS SECTION AT FRAME LINE. " _ � STRUCTURAL y SPLICE BOLT TABLE D/oslls CONN. QTY. SIZE TYPE HARiF.F.nFO BEVELED r WASR5 VMSHER5 0 Anchor Rod Drawings U 1) This drawing is for anchor rod placement only and is not foundation design. 2) "Foundation must be square and level with all archor rods true'n size, location, m and projection. S) Projection shown must be held to keep threads clear of finished concrete. 4 This structural design data includes magnitude and location of design loads and - suppose conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Docum-As at the time of this issue. Any change to building loads or dLmer,sions may change structural member sizes and locations shown.. This structural design daic will be superseded and voided by any future mailing. 5) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load trcnsfe• to the foundation ore to be determined by the foundation engineer, and are not provided by the - manufacturer. o 6) Anchor rods are ASTM 1`1554 Or. 36 material unless noted otherwise. n O• FINISH FLOOR AT ELEVATION r-------------------------�--------1 (NOT BY STA LNG I - z o w w 40•-0 OUT OUT OF STEEL p in 4" 19'-8 19'-8 4" . m� r ------ XBRACE-- -------------------- V a, lJ T a 's •• •• o •I I I N F� a ° v. W V) _ K Z n 1 I 1 Cn ° > I A m iO >_ N I I X co E6E w I 1 1 31 w z Z 0 IU N-O N I ©• 7 Q I z VI W N y�Z ° LQUW V) N Z 3 .' I o o.' ��u, a Sca/e: — NOT TO SCALE Drown by EBF 5/4/15 i a Checked by RMA 5/4/15 •� I I Project Engineer CLH Job Number: 14—B-62670 _ •� I - ©I• Sheet Number. F1 of 3 I The engineer whose seal appears hereon is an employee .L E) ! �• for the manufacturer for the A materials described herein. Said •• BQ • — seal or certification is limited V to the products designed and X BRACE lJ _ f———————————— n ————————————————— ——— n i� ma n Thae tundersigned ured by manufacturer r•s SWC w LJ I I not the overall engineer of Z I _ record for this project. u J N I I - Dustin L. Cole, P.E. EXI571NG BUILDING Massachusetts P.E. 47042 EWB KEY.PLAN EWO c� (NOT By STAR) I ORsnE ENSTZA o m SWA ACCESSORY SCHEDULE L——_———_�———— �-————————J MARKI DESCRIPTION DETAIL JQUAN.J , A� 12'-0 X 14'-0 FRAMED OPENINGS FQ 1 B❑ 10'-0 X 12'-0 FRAMED OPENINGS FQ t ANCHOR ROD SETTING PLAN ANCHOR BOLTS TO BE DESIGNED BY FOUNDATION ENGINEER USING DUSTINL "sc DIAMETERS SHOWN IN THIS TABLE. �' ccI STRUCTURAL ° y N°.4Ta42 ANCHOR ROD DESCRIPTION OUAN TITY i 055//0wl5 N '0 DIAMETER X__ _._ 32 AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS 91 1" 7J 8 p 3• 4• 24 2} 3" 21 3 c /-Specified Column Centerline Steel Line n -Bottom of Base Plate `o t1/8" (-6mm) - •t1/2" 3" 13„ 13J 2� i2} 3 313.mr^ (_}mm)�_ ! Base of Steel NIA ' N G N U M h N I(x3T'') �•Variation in Elevation to - - - - - - - - - the Tops of Anchor Rods I p t1 6" BASE PLATE AND ANCHOR ROD TOLERANCES TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION (t3mm ANCHOR TOLERANCES � J"O ANCHOR RODS J"O ANCHOR RODS 8"0-ANCHOR RODS R"O ANCHOR RODS R"O ANCHOR RODS ROD SETTING � ( © © O O '. BASE OF STEEL AT ELEV. 99'-6 BASE OF STEEL AT ELEV. 104'-0 BASE OF STEEL AT ELEV. 104'-0 BASE OF STEEL AT ELEV. 104'-0 BASE OF STEEL AT ELEV- 104'-0 8" �d 2J 3 I m a o° 0 SLOPE Is 0 0; o a 9.. 21 3 3i a' o o - I n o o J Ln N VI �J TYPICAL SECTION a ❑ vi x O -J"0 ANCHOR RODS - � o z a BASE OF STEEL AT ELEV. 104'=0 > § I a i Z � m E 2 0 8 F o C L'QF Z UW y` `3 0 . U_,Uu_i Scale. NOT TO SCALE Orown by EBF 5/4/15 - Checked by. RMA 5/4/15 Project Engineer CLf Job Number, 14-B-82670 Sheet Number, F2 of 3 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Sold seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. Dustin L. Cole, P.E. Massachusetts P.E. 47042 DRSTIE ENS12A SS 9 2 T OlC LE L.COTE STRUCTURAL472 _ No 4T042. 1 ' s All, s � � :sr ?fmffo ilffo$ mm,nm ,ism°cno oao Q '-H s 'Soo' F $ sB{ 12 ' o o ig a 7 n o o e i 9A . g - °s Y °s R� R� mg 6p �� 9� 6� i #m$F�°O b o S iog x ° _ °F °F �o =xoi mioi"' s i ; . a m'�A'aao-s o m22�^nA 2ozaa�n D'�ri wsrmv2vm�n�o;n-frrizn vmno mr mmOa ynno omc 8naoas o�€mEvv��v o m o im�!nny°ma �mm>oN�no�ann a� o8azmoaar" -a -°r o m r o ff ^opQo"p S"m pF""OLCZ kOt Ioo o�l'NONni.riu mOZOp�DnaaamoD _ aA Vv(�FO y OO 44 'z2-2n O�,nOYa pOO A�OZOC N9 iii i° �- r _ O yaA -N�CAm�ZOAYODC OmnZm mm0 mZm" OZzm mo aan�A oo°nc'�ao3o en? - L"n, o f zA Zyx N�'o n9vl z$a`"k o R Z AZ in a yN mm�n�o v, �-' ,nOOZiKo ""vvv a°000m $ or^ i�s�r�i�A�6i �"t^nfoo oFo $ iDgy�ao= �san"nc e.'o o�ooA � toS�n Q° o� - z m�a y",00 ES x v�yNmi Vim" zo" I 'oo�oo'o o ins�nmo o�oi?p nri 300 °°'H 2 m o m"n o'-m A" o eo800 ^8 00lo N00000' o� �000`namn zm°ams�Fnpmzn oo� K��o m o om o�vaio o U o A (2y Z oio zmraomzzz"c5 c azx�"o r� omo -mi ee xo v $$ or _ y xz "�'^ m m Q ea22=o �- u i oo_ "� a ; ° yO o� a - N min azc - _m Ao_ §M n,y,ao s? mC C 33 4 - � � 2mimz0 oorx o coat' o Qz -=o �n o °u m_ zy zr a o ° -pp °a " �mNo°m mymmoAs=nm�A ,no i c �Dsvl mp �' "�nN Q ba "= a xv Vs. 095;?0 R�nn"Fo��$°z "m n" asz~ o o rzis a n aom 3z a �" a o n m�zaa mNFn 9m� n '" mo z s o oz any Fo m m r " c a " - - az ozi R_o omn" z."zm " .�o nA anN o 0 opa� n x o z oT� RQ KZ O nCm yn2 y z man - Oon O a N O DZD n Z z O z. So &L s P� a g8 Q 4 amfr�r� �N �RF mg � N moF oo?g'F S 1\ wr o asr' fF o f £ of FJ . �9a gig. oSBB � �Fe ��s 3 a �sR9eooe a �4�mu " o_� �m s _"yvv- ogreg ° b e.9o�aQ3� e5o oNo 0 00 ma��R�Q6Q o glp'l^ ' "o 0 00 0 � 50 8 �Snn of to'PIP I1O 10 1.1 I ,3 �ggg ga a P - ao a° emNS moo - -3 sg mi 3 3me - 33 - .°r4 _ P.. o,l,o 0000o c� mw FA L sQ - Nm 9m ma I�t¢ 2 r 8 P maO�o o"c o a°sl Oj 1^ Revision Dote Description BY Ck''d " STAR BUILDING SYSTEMS OKUHOMA CITY,ON 73143 . c O° °"3 Q O. P An NO LomDanY Customer: Project Nome&Location: Comm p "� y LOHR REALTY& P&H REALTY TRUST aomc"� " a 3 m o n I CONSTRUCTION Ha cnNy m >j m " u = n SOUTH DENNIS, MA HYANNIS,MA �v�SnY 0 c& 2p O _• .r PI¢llminof »9 a Drawing Status: Y 0 0 ❑(Not For Construction) For Construction Permit ,3 V11SD�c N N sii3sNF�5 _ °•o.n Far Appro a^ ®For Erector/nstallotion , ❑(Not Fa C struction) FIELD SERVICE PROCEDURES AUTHORIZATION FOR CORRECTIVE WORK UNLOADING•HANDLING,AND STORING MATERIALS ROOF AND WALL PANELS - DAMAGE DURING CONSTRUCTION U IN ORDER TO GIVE YOU PROMPT SERVICES AND KEEP PROBLEMS TO A MINIMUM,PLEASE NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE STRUCTURAL-A GREAT AMOUNT OF TIME AND TROUBLE CAN BE SAVED IF THE BUILDING MANUFACTURER'S WALL AND ROOF PANELS INCLUDING COLOR COATED,GALVALUME& THE QUALITY OF WORKMANSHIP IN STEEL ERECTION,CONSTRUCTION PRACTICES,AND HANDLE ANY SHORTAGES OR BACK CHARGES IN THE FOLLOWING MANNER: CAREFULLY CHECK AMOUNTS OF REAMING,CHIPPING,WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO PARTS ARE UNLOADED AT THE BUILDING SITE ACCORDING TO A PRE-ARRANGED PLAN. GALVANIZED,PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS:ALL HANDLING METHODS USED DURING THE CONSTRUCTION OF THE METAL BUILDING CAN YOUR PACKING UST WHILE UNLOADING.MARK ANY ITEMS,WHICH APPEAR TO BE MISSING AND LINE THROUGH THE USE OF DRIFT PINS. ERRORS WHICH CANNOT BE CORRECTED BY THE PROPER LOCATION AND HANDLING OF COMPONENTS WILL ELMINATE UNNECESSARY HANDLING. UNLOADING&ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE SIGNIFICANTLY AFFECT THE APPEARANCE AND PERFORMANCE OF THE BUILDING PANELS. ME Q1 NOTIFY THE FIELD SERVICE DEPARTMENT AT THE NUMBER SHOWN IN TPE TITLESLOCK AS SOON FOREGOING MEANS OR WH'Ci REQUIRE MAJOR CHANGES IN THE MEMBER CONFIGURATION QUALITY MERCHANDISE,WHICH MERITS CAUTIOUS CARE IN HANDLING. PANEL DAMAGE DURING CONSTRUCTION CAN BE THE RESULT OF FAULTY INSTALLATION AS POSSIBLE.CALLING SOMEONE ELSE COULD DELAY THE PROPER RESPONSE. SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR,TO NOTE:PIECE MARKS ARE STENCILED ON PRIMARY STRUCTURAL MEMBERS AT LOWER METHODS AND/OR CARELESSNESS, ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST END,1'-0"FROM END.INSPECT ALL SHIPMENTS PRIOR TO RELEASING THE TIE-DOWNS UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHORT MATERIALS-IMMEDIATELY UPON DELIVERY OF MATERIAL,QUANTITIES ARE TO BE EFFICIENT AND ECONOMICA! METHOD OF CORRECTION TO BE USED BY OTHERS.(AISC 303-10, FOR LOADS THAT MAY HAVE SHIFTED DURING TRANSITI SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO OVERDRIVEN FASTENERS CAUSE INDENTATIONS OR SHALLOW POCKETS IN THE PANEL AROUND VERIFIED BY THE CUSTOMER AGAINST QUANTITIES THAT ARE BILLED ON THE SHIPPING SECTION 7.14)(MAR 05 S-CION 7.14)IF THE ERROR IS THE FAULT OF THE MANUFACTURER, DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS.THE PACKAGES SHOULD BE THE FASTENER HEAD.RAIN WATER OR CONDENSED MOISTURE COMBINED WITH ATMOSPHERIC DOCUMENT.NEITHER THE MANUFACTURER NOR THE CARRIER IS RESPONSIBLE FOR THE AN 'AUTHORIZATION FOR CCRRECTIVE WORK'MUST BE ISSUED IN WRITING BY THE REMEMBER,SAFETY FIRSTI STORED OFF THE GROUND SUFFICIENTLY HIGH TO ALLOW AIR CIRCULATION UNDERNEATH THE POLLUTANTS(PRINCIPALLY SULFUR DIOXIDES)AND DIRT PARTICLES COLLECT W THESE MATERIAL SHORTAGES AGAINST THE QUANTITIES BILLED ON SHIPPING DOCUMENT IF SUCH MANUFACTURER TO AUTF:CRIZE THE CORRECTIVE WORK AT A COST NOT TO EXCEED THE BLOCKING UNDER THE COLUMNS AND RAFTERS PROTECTS THE SPLICE PLATES AND THE SLAB PACKAGES.THIS AVOIDS GROUND MOISTURE&DETERS PEOPLE FROM WALKING ON THE POCKETS.THE COMBINATION OF POLLUTANTS AND WATER CREATES ACID SOLUTIONS THAT SHORTAGES ARE NOT NOTED ON SHIPPING DOCUMENTS WHEN THE MATERIAL IS DELIVERED, MAXIMUM TOTAL COST SET FORTH.ALTERNATIVE CORRECTIVE WORK OTHER THAN THAT FROM DAMAGE DURING THE UNLOADING PROCESS.IT ALSO FACILITATES THE PLACING OF PACKAGES.ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED TO ENCOURAGE WALL CAUSE CORROSION DAMAGE TO THE PANEL AND FASTENER.RAIN MAY WASH SOME AND THEN ACKNOWLEDGED BY THE CARRIER'S AGENT,IF THE CARRIER IS THE MANUFACTURER, PROPOSED W THE'INITIAL CLAIM'MAY BE DIRECTED BY THE MANUFACTURER IN THE SLINGS OR CABLES AROUND THE MEMBERS FOR LATER LIFTING AND ALLOWS MEMBERS TO BE DRAINAGE IN CASE OF RAIN.THE MFGR EXERCISES EXTREME CAUTION DURING.FABRICATING POLLUTANTS AWAY,BUT MOISTURE IN THE FORM OF HIGH HUMIDITY CAN KEEP THESE AREAS CLAIMS FOR SHORTAGES ARE TO BE MADE BY THE CUSTOMER TO THE COMMON CARRIER.IF *AUTHORIZATION OF CORRE-TIVE WORK.'ONLY THE FIELD SERVICE DEPARTMENT MAY BOLTED TOGETHER INTO SUB-ASSEMBLIES WHILE ON THE GROUND.EXTRA CARE SHOULD AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY.HOWEVER,DUE WET AND CONTINUE THE°ROBLEM.OVERDRIVING THE FASTENER ALSO FORCES THE SEALING THE MATERIAL QUANTITIES RECEIVED ARE CORRECT ACCORDING TO THE QUANTITIES THAT ARE AUTHORIZE CORRECTIVE'A'D3K. ALWAYS BE EXERCISED IN THE UNLOADING OPERATION TO PREVENT INJURIES FROM TO CUMATIC CONDITIONS,WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME WASHER FROM UNDER THE FASTENER HEAD CREATING A LEAK AT THIS POINT.PROPER °o BILLED ON THE SHIPPING DOCUMENTS,BUT ARE LESS THAN:HE QUANTITIES ORDERED OR THE HANDLING THE STEEL AND TO PREVENT DAMAGE TO MATERIALS AND THE CONCRETE SLAB. TRAPPED BETWEEN STACKED SHEETS.WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED TORQUE ADJUSTMENT OF THE SCREW GUN OR PREFERABLY THE USE OF A DEPTH GAUGE WANTTES THAT ARE NECESSARY TO COMPLETE THE METAL BUILDING ACCORDING TO THE IF WATER IS ALLOWED TO REMAIN FOR EXTENDED PERIODS IN BUNDLES OF PRIMED PARTS SHEETS WHEN EXPOSED TO RAIN.THIS MAY CAUSE DISCOLORATION CAUSED BY TRAPPED WILL ELIMINATE THE PROBLEM OF OVERDRIVEN FASTENERS 'q FINAL CLAIM -TINE'FINAL CLAIM"IN WRITING MUST BE FORWARDED BY THE CUSTOMER TO ORDER,DOCUMENTS,CLAIM IS T00 BE MADE OF THE MANUFACTURER. SUCH AS GIUCI PURLINS ETC,THE PIGMENT WALL FADE AND THE PAINT WILL GRADUALLY MOISTURE THE STAIN IS USUALLY SUPERFICIAL I HAS LITTLE EFFECT ON THE APPEARANCE m THE MANUFACTURER WITHIN TEN(10)DAYS OF COMPLETION OF THE CORRECTIVE WORK IT IS EXTREMELY IMPORTANT THAT ALL DRILL SHAVINGS FROM THE INSTALLATION OF PANEL ow AUTHORIZED BY THE NAN'JFACTURER. SOFTEN REDUCING ITS BOND TO THE STEEL THEREFORE,UPON RECEIPT OF A JOB,ALL OR SERVICE LIFE , THE PANELS AS LONG IT I7 IS NOT PERMITTED TO REMAIN ON THE DAMAGED OR DEFECTIVE MATERIAL-DAMAGED OR DEFECTIVE MATERIAL,REGARDLESS OF BUNDLES OF PRIMED PARTS SHOULD BE STORM AT AN ANGLE TO ALLOW ANY TRAPPED PANELS.HOWEVER,MOISTURE W CONTACT WITH THE SURFACE OF THE PANELS OVER AN FASTENERS AND FlWNGS FROM THE SAW CUTTING OF PANELS BE REMOVED FROM THE THE DEGREE OF DAMAGE,MUST BE NOTED ON THE SHIPPING DOCUMENTS BY THE CUSTOMER THE^ WATER TO DRAIN AWAY AND PERMIT AIR CIRCULATION FOR DRYING.PUDDLES OF WATER EXTENDED PERIOD CAN SEVERELY ATTACK THE FINISH&REDUCE THE EFFECTIVE SERVICE LIFE PANEL SURFACE.CORROSION CAN OCCUR IN A MATTER OF HOURS WHEN THESE SHAVINGS AND ACKNOWLEDGED IN WRITING BY THE CARRIER'S AGENT.THE MANUFACTURER 15 NOT FINAL CLAIM"MUST INCLUDE: SHOULD NOT BE ALLOWED TO COLLECT AND REMAIN ON COLUMNS OR RAFTERS FOR THE SEE R1-07'DAMAGE FROM CONDENSATION OR TRAPPED WATER.' OR FlWNGS ARE NOT REMOVED AND ARE ALLOWED TO 00E IN CONTACT WITH WATER OR RESPONSIBLE FOR MATERIAL DAMAGED IN UNLOADING OF PACKAGED OR NESTED MATERIALS, 1.ACTUAL NUMBER OF MA%-HOURS BY DATE OF DIRECT LABOR USE ON CORRECTIVE WORK SAME REASON. CONDENSED MOISTURE.WHEN PANELS ARE PRE-DRILLED OR CUT IN THE STACK PRIOR TO AND ACTUAL HOURLY"RATES OF PAY ERECTION ALL SHAVINGS OR FlWNGS MUST BE CLEANED FROM BOTH SIDES OF THE PANEL INCLUDING,BUT NOT LIMITED T0:FASTENERS,SHEET METAL,MILE &THE POSSESS&COVERING THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A CAUTION:CARE SHOULD ALWAYS BE TAKEN WHEN WALKING ON PANELS.USE SAFETY LINES 2.TAXES AND INSURANCE ON TOTAL ACTUAL DIRECT LABOR. AND NETS WHEN NECESSARri PANELS ARE SLIPPERY.WIPE OILY ANY MOISTURE OR SURFACE PANELS THAT BECOME NET AND/OR DAMAGED BY WATER WHILE IN THE POSSESSION OF SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC CONDITIONS.THE COAT OF STOP TO PREVENT CORROSION OF THE PANEL BY THESE PARTICLES IT IS IMPERATIVE THAT THE 3.OTHER DIRECT COSTS ON ACTUAL DIRECT LABOR. MATERIAL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE.DEW,FROST,OR OTHER ROOF BE SWEPT CLEAN AT LEAST DAILY AND CERTAINLY AT JOB COMPLETION.THE FINAL OTHERS.PACKAGED OR NESTED MATERIAL THAT BECOMES WET IN TRANSIT MUST BE PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND UNPACKED,UNSTACKED AND DRIED BY THE CUSTOMER.IF THE CARRIER IS THE 4.COST OF MATERIAL(NOT MINOR SUPPLIES)AUTHORIZED BY THE MANUFACTURER TO BE CORROSION RESISTANCE OF AFIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS.ALWAYS CLEANING OF THE ROOF SHOULD BE DONE PRIOR TO INSTALLING THE GUTTER 50 THAT THE PURCHASED FROM OTHER THAN THE MANUFACTURER,INCLUDING COPIES OF PAID INVOICES. SHAVINGS ARE NOT DEPOSITED INTO THE GUTTER AND LEFT TO CORRODE.ANY OTHER MANUFACTURER,THE CUSTOMER MUST MAKE CLAIM FOR DAMAGE DIRECTLY TO THE ASSUME PANEL SURFACE IS SLIPPERY&ACT ACCORDINGLY.NEVER WALK OR STEP ON MANUFACTURER.IF THE CARRIER IS A COMMON CARRIER,THE CUSTOMER MUST MAKE THE 5.TOTAL.ACTUAL DIRECT COST OF CORRECTIVE WORK(SUM OF 1,2,3&4).THE'FINAL TOUCH-UP OF THESE MINOR ABRASIONS IS THE RESPONSIBILITY OF THE END CUSTOMER.ALL FOREIGN OBJECTS OR DEBRIS LEFT BY CONSTRUCTION PERSONNEL SHOULD ALSO BE CLAIM MUST BE SIGNED AND CERTIFIED TRUE AND CORRECT BY THE CUSTOMER.'FINAL SKYLIGHTS OR TRANSLUCENT PANELS REMOVED FROM THE ROOF.DURING THE ERECTION OF THE ROOF AND THE INSTALLATION OF CLAIM FOR DAMAGE IN THE COMMON CARRIER.THE LABOR CH RG IS NOT LIABLE FOR ANY PRIMER SHOULD BE TOUCHED UP AS REQUIRED BEFORE ERECTION!-SEE RI-O6 TITLED EQUIPMENT SUCH AS AIR CONDITIONING UNITS,ETC... CLAIM WHATSOEVER INCLUDING.BUT NOT LIMITED TO LABOR CHARGES OF CONSEQUENTIAL CLAIMS'ARE CREDITED-0 THE CUSTOMER BY THE MANUFACTURER W AN AMOUNT NOT TO 'SHOP PRIMED STEEL' USE WOOD BLOCKING TO ELEVATE&SLOPE THE PANELS W A MANNER THAT WILL ALLOW 'm DAMAGES RESULTING FROM THE CUSTOMER'S USE OF DAMAGED OF DEFECTIVE MATERIALS THAT EXCEED THE LESSER OF THE MAXIMUM TOTAL COST SET FORTH IN WRITNG IN THE MOISTURE TO DRAIN,WOOD BLOCKING PLACED BETWEEN BUNDLES WILL PROVIDE ADDITIONAL PERSONNEL WALKING ON THE PANELS CAN CAUSE DAMAGE.WORKMEN SHOULD STEP OR. ° CAN BE DETECTED BY VISUAL INSPECTION. 'AUTHORIZATION FOR CORRECTIVE WORK'OR TOTAL ACTUAL DIRECT COST OF CORRECTIVE TEMPORARY SUPPORTS AIR CIRCULATION.WHEN HANDLING OR UNCRATING THE PANELS,LIFT RATHER THAN SLIDE WALK IN THE BROAD FLAT AREAS OF THE PANEL AND AVOID STEPPING ON THE PANEL ENDS O OIL CANNING IS NOT CAUSE FOR REJECTION WORK. THEM APART.BURRED EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID AND EDGES WHICH CAN BE BENT BY CARELESS HANDLING.IF THIS DAMAGE IS SEVERE,THE ••IMPORTANT NOTE•• -COST OF EQUIPMENT(RENTAL OR DEPRECIATION),SMALL TOOLS, TEMPORARY SUPPORTS,SUCH AS TEMPORARY GUYS,BRACES,FALSE WORK.CRIBBING OR OVER`ONE ANOTHER.NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. EDGES MUST BE STRAIGHTENED PRIOR TO ERECTION SINCE THE APPEARANCE AND/OR o OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND - - - WEATHER TIGHTNESS OF THE PANEL COULD BE AFFECTED.DRAGGING ONE PANEL ACROSS Al EXCESSIVE MATERIAL-THE MANUFACTURER RESERVES THE RICHE TO RECOVER ANY SUPERVI510N,OVERHEAD AND PROFIT ARE NOT SUBJECTED TO CLAIMS. FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WALL SECURE ANOTHER CAN CUT OR ABRADE THE COATING CAUSING UNSIGHTLY MARKS ON THE PANEL .y MATERIAL DELIVERED IN EXCESS CR THOSE REQUIRED BY THE ORDER DOCUMEN'.5. THE STEEL FRAMING,OR ANY PARTLY ASSEMBLED STEEL FRAMING,AGAINST LOADS SURFACE 4 SHIPMENT ARRIVAL TIME -EVERY EFFORT WILL BE MADE TO SEE THAT THE CARRIER COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED,RESULTING INITIAL CLAIM -IN THE EVENT OF ERROR,THE CUSTOMER MUST PROMPTLY MAKE A WRITTEN ARRIVES AT THE JOBSITE 04 THE REQUESTED DAY AND AT THE REQUESTED HOUR. FROM WIND,SEISMIC FORCES AND ERECTION OPERATIONS,BUT NOT THE LOADS RESULTING ATTEMPTS TO ERECT PANELS DURING WINDY CONDITIONS SHOULD BE AVOIDED TO PREVENT OR VERBAL'INITIAL CLAIM'TO THE MANUFACTURER FOR THE CORRECTION OF DESIGN, MANUFACTURER MAKES NO WARRANTY AND ACCEPTS NO RESPONSIBIIJTY FOR COSTS 7 DRAFTING,BILL OF MATERIALS OF FABRICATICN ERROR. ASSOCIATED WITH A SHIPMENT NOT ARRIVING AT A REQUESTED TIME UNLESS A SEPARATE FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS,NOR SUCH UNPREDICTABLE DAMAGE AND FOR SAFETY CONSIDERATIONS AGREEMENT HAS BEEN MADE IN WRITING FOR A GUARANTEED ARRIVAL TIME. LOADS AS THOSE DUE TO TORNA00,EXPLOSION OR COLLISION. (SECT.7.9.1 AISC CODE OF DRAINAGE ^ THE'INITIAL CLAIM'INCLUDES: STANDARD PRACTICE,9TH ED.). c� LEAVING DIRT PILED AGAINST THE EXTERIOR WALL PANELS AT THE FOUNDATION WILL CAUSE 1.DESCRIPTION OF THE NATURE AND EXTENT OF THE ERRORS,INCLUDING QUANTITIES. PANEL DAMAGE THIS DIRT MAY BE WHET OR AT LEAST WALL CONTAIN SOME MOISTURE MUD o c 2.DESCRIPTION OF THE NATURE AND EXTENT OF PROPOSED CORRECTIVE WORK INCLUDING MAY HAVE BEEN SPLASHED ONTO THE WALL DURING CONSTRUCTION.CORROSION DAMAGE ELEVATE ESTIMATED MAN-HOURS MAY OCCUR WHERE THIS DIRT OR MUD CONTACTS THE PANELS.IN AREAS WHERE LIME 3.MATERIAL TO BE PURCHASED FROM OTHER THAN THE MANUFACTURER,INCLUDING" STABILIZATION OF THE SOIL IS REWIRED,CORROSION DAMAGE FROM THE SOIL'S CONTENT c ESTIMATED QUANTITIES AND COST. WALL BE ACCELERATED AND MOST LIKELY BE SEVERE ALL DIRT MUST BE REMOVED FROM m 5 -- u 4.MAXIMUM TOTAL COST OF PROPOSED CORRECTIVE WORK AND MATERIAL TO BE PURCHASED THE PANEL WALLS AT THE COMPLETION OF THE WORK.PRE-PAINTED PANELS MAY REQUIRE a rd $ J8- FROM OTHER THAN THE MANUFACTURER. TOUCH-UP IF THE COATING HAS BEEN DAMAGED DURING HANDLING OR ERECTION. In In THE APPEARANCE OF THE BLDG.MAY BE AFFECTED IF DAMAGED SPOTS OR SCRATCHES ARE m ¢ 4 LOCATED IN HIGHLY VISIBLE PLACES SUCH AS AROUND DOORS WINDOWS,ETC...IF THE Cr. 2(= ❑ DAMAGE IS EXTENSIVE THEN REPLACEMENT OF THE ENTIRE PANEL SHOULD BE CONSIDERED. W. v F- W S r o a i U) _R1-01 R1-02 R1-03 R1-04 R1-05 z TYPES OF FINISHES DAMAGE FROM CONDENSATION OR TRAPPED WATER SAFETY COMMITMENT ROOF MAINTENANCE GUIDELINES 2 SHOP PRIMED STEEL IT IS EXTREMELY IMPORTANT THAT THE PANELS BE MONITORED FOR EVIDENCE OF TRAPPED THE BUILDER CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT WATER OR MOISTURE CONDENSATION WHILE AWAITING ERECTION.HIGH HUMIDITY CONDITIONS / 'INSPECT ROOF FOR DAMAGE AFTER HEAVY STORMS. ED E ALL STRUCTURAL MEMBERS OF THE METAL BUILDING SYSTEM NOT FABRICATED OF SAFETY RULES AND OSHA STANDARDS AS APPLICABLE. •INSPECT AND RESEAL AS NECESSARY ALL ROOF CURBS AND OTHER PENETRATIONS WITH CORROSION RESISTANT MATERIAL OR PROTECTED BY A CORROSION RESISTANT COATING ARE WITH TEMPERATURE CYCL:NO WALL CAUSE CONDENSATO BETWEEN T N BEEEN THE PANELS WITHIN THE THE BUILDING MANUFACTURER HAS A COMMITMENT TO MANUFACTURE OUAUTY BUILDING URETHANE SEALANT. - �4 R . PAINTED WITH ONE COAT OF SHOP.PRIMER MEETING THE PERFORMANCE ftECUIRENENTS OF BUNGLE.CONDENSATION CAN OCCUR FREQUENTLY NEAR THE SEA COAST OR OTHER,LARGE COMPONENTS THAT CAN BE SAFELY ERECTED.HOWEVER,THE SAFETY COMMITMENT AND JOB •ALWAYS GET MANUFACTURER APPROVAL BEFORE MAKING ANY MODIFICATIONS TO THE Q SSPC PAINT SPECIFICATION NO.15.THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT BODIES OF WATER. SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF THE BUILDING ROOF. I"- ¢ THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF EXPOSURE TO ORDINARY ATMOSPHERIC MANUFACTURER. •REPAINT ANY AREAS THAT ARE SUSCEPTIBLE TO RUST AS REQUIRED. U) IF JOSSITE COVERS ARE USED,THEY SHOULD BE TIED AWAY FROM THE BUNDLE AT THE - di CONDITIONS.SHOP PRIMED STEEL WHICH IS STORED!N THE FIELD PENDING ERECTION SHOULD IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION WHEN PERFORMING ROOF MAINTENANCE.ALWAYS TAKE THE FOLLOWING PRECAUTIONS: h BE KEPT FREE OF THE GROUND AND SO POSITIONED AS TO MINIMIZE WATER-HOLDING CORNERS TO ALLOW AIR CIRCULATION AROUND THE BUNDLE.'THIS WALL HELP PREVENT PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. z N .2. •USE FALL PROTECTION AND OTHER SAFETY EQUIPMENT A REQUIRED. j_o- POCKETS,DUST,MUD AND OTHER CONTAMINATION OF THE PRIMER FILM.REPAIRS OF MOISTURE EVAPORATING FROM THE GROUND OR BUILDING FLOOR FROM CONDENSING ON THE LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,WHETHER STANDARD F z ° •DO NOT WALK ON ROOF FLASHINCS SUCH AS GUTTER,RAKE,HIP OR RIDGE PANELS.PLASTIC OR OTHER IMPERMEABLE COVERS ARE NOT RECOMMENDED.IMMEDIATE STATUTORY OR CUSTOMARY,SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER Q¢0 w DAMAGE TO PRIMED SURFACES AND/OR REMOVAL OF FOREIGN MATERIAL DUE TO IMPROPER FLASH. / m w�o ACTION IS REQUIRED IF THE PANELS ARE FOUND TO BE WET FROM ANY CAUSE.THE FIELD STORAGE OR SITE CONDITIONS ARE NOT THE RESPONSIBILITY OF THE MANUFACTURER. SAFETY. •DO NOT WALK ON LIGHT.TRANSMITTING PANELS(Lips).THEY WILL NOT BUNDLES MUST RE-STACKING OPENED MERAND EACH PANEL UNSTACKED AND THOROUGHLY DRIED ON BOTH MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST ALL EMPLOY WAY OF ERECTING ° Hn THE MANUFACTURER N NOT RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT OF SUPPORT A PERSON'S WEIGHT. 3 EPITNVIRONMENTAL OR CORROSION THAT MAY RESULT FROM LITYEXPOSURET TO ATMOSPHERIC AND SIDES. LOW WICKING THE PANELS AT I SLIGHT ANGLE TO EACH OTHER TO PREVENT NESTING A BUILDING.EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES.DAILY - _ ° WILL ALLOW AIR CIRCULATION AND ASSIST IN KEEPING THE PANELS DRY.IN SEVERE •GUARD ALL LIPS AND ROOF OPENINGS. _ X 0 0 ENVIRONMENTAL CONDITIONS,NOR THE COMPATIBILITY OF THE PRIMER 70 ANY FIELD AP.PUED.. CONDITIONS LARGE FANS CAN BE USED TO CIRCULATE AIR BETWEEN THE UN STACKED PANELS MEETINGS HIGHLIGHTING SOLE S SAFETY PROCEDURES ARE ALSO RECOMMENDED.THE USE OF HARD •STEP ONLY IN THE PANEL FLAT DIRECTLY ON OR INCLOSE PROXIMITY TO A SUPPORTING U 0 In COATING.MINOR ABRASIONS TO THE SHOP COAT INCLUDING GALVANIZING CAUSED BY 'HATS,RUBBER SOLE SHOES FOR ROOF WORK,PROPER-EQUIPMENT FOR HANDLING MATERIAL ROOF STRUCTURAL ( ) AND ACCELERATE DRYING.DAMAGE TO THE PANEL COATING OCCURS WHEN PANELS BECOME scale.. NOT TO SCALE HANDLING.LOADING,SHIPPING UM DATING AND ERECTION AFTER PAINING OR GALVANIZING WET AND ARE ALLOWED TO STAY WET.DAMAGE CAN OCCUR TO NESTED PANELS WITHIN AND SAFETY NETS WHERE APPLICABLE.ARE RECOMMENDED. •AFTER OTHER TRADES HAVE BEEN ON THE ROOF FOR ANY REASON.INSPECT THE RODE ARE UNAVOIDABLE.(MBMA O6 IV 4.2.4) 24-48 HOURS.THIS DAMAGE SHOWS AS CORROSION AND DISCOLORATION OF THE PANEL FOR PURPOSES WILL DETERMINING LIFT REQUIREMENTS, R BUNDLE SUPPLIED BY THE FOR DAMAGE CAUSED BY WORKERS INCLUDING CHEMICAL OR SOLVENT SPILLS,SCRATCHES - Drown by. EBF 5/11/15 . SURFACE AND IS COMMCNLY CALLED WET STORAGE STAIN,ZINC OXIDATION,OR'WHITE MANUFACTURER KILL EXCEED 4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE IN THE PAINT OR GALVALUME R COATING,EXCESSIVE FOOT TRAFFIC AND PUNCTURES Checked by. RMA 5 11 15 GALVALUME THE BILL OF MATERIALS FOR INDIVIDUAL MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. MAKE SURE THAT ANY DEBRIS OR SCRAP LEFT BEHIND BY THE WORKERS IS REMOVED y / / GALVALUME IS THE TRADE NAME FOR A PATENTED STEEL SHEET&COIL PRODUCT HAVING A ROSY. IF ADDITIONAL INFORMATION IS REQUIRED CONTACT THE FIELD SERVICE DEPARTMENT. FROM THE ROOF IMMEDIATELY.AVOID USING CUTOFF SAWS AND WELDING EQUIPMENT OVER Project Eng/neer. COATING OF CORROSION RESISTANT ALUMINUM-ZINC ALLOY.THE ALLOY MIXTURE IS ICE AND SNOW REMOVAL THE ROOF.IN CASES WHERE THIS IS NOT POSSIBLE,THE ROOF MUST ADEQUATELY BALANCED TO OBTAIN THE COATING THAT RETAINS THE CORROSION RESISTANCE&HEAT PROTECTED. Job Number; 14-B-82670 REFLECTIVITY OF ALUMINUM&THE SACRIRCAL ACTION OF GALVANIZED.THE BEST EXCESSIVE ICE AND SNOW SHOULD BE REMOVED FROM ROOF IMMEDIATELYTO PREVENT PROPERTIES OF BOTH ALUMINUM&ZINC ARE COMBINED IN THIS COATING&OFFER ADDED DAMAGE TO ROOF AND POSSIBLE COLLAPSE DO NOT USE METAL TOOLS TO REMOVE THE ICE FOOT TRAFFIC Sheet Number: FIT of 13 SERVICE LIFE FOR BUILDING PANELS. TARP OR SNOW AS THIS CAN DAMAGE THE PAINT AND/OR GALVALUME COATINGS.ALSO,BE KEEP FOOT TRAFFIC TO A MINIMUM.HEAVY FOOT TRAFFIC CAN CAUSE PONDING ON LOW CAREFUL AROUND PLUMBING PIPES AND FLASHINGS. - PITCHED ROOFS.THIS IS PARTICULARLY TRUE JUST UPSLOPE FROM THE EAVE AND AT The engineer whose seal PRE-PAINTED BE EXTREMELY CAREFUL IF YOUR ROOF HAS LIGHT TRANSMITTING PANELS.THESE PANELS ENDEARS.ALWAYS WAL1<W THE FLAT OF THE PANEL NEAR A SUPPORTING ROOF appears hereon is an employee USING GALVALUME STEEL AS A SUBS1RAlE,PRE-PAINTED STEEL IS GIVEN AN ADDITIONAL WILL NOT SUPPORT A PERSON'S WEIGHT AND WILL BE DIFFICULT OR IMPOSSIBLE TO SEE IF STRUCTURAL DO NOT WALK ON TRIM OR IN GUTTERS ON BARE GALVALUME®ROOFS, for the manufacturer for the RUST INHIBITOR PRIMER COAT.THIS PRIMER COAT FURTHER INCREASES THE CORROSION THEY ARE COVERED WITH ICE AND SNOW.SEE 2002 MBMA LOW-RISE BUILDING SYSTEMS EXCESSIVE FOOT TRAFFIC MAY CAUSE BLACK BURNISH MARKS.IF REGULAR FOOT TRAFFIC materials described herein. Said RESISTANCE.THESE COATINGS ARE APPLIED TO THE EXTERIOR SURFACE OF THE PANELS MANUAL APPENDIX AB FOR.DETAILS ON SNOW REMOVAL PROCEDURES.THESE PROCEDURES IS PLANNED FOR A ROOF,PROVISIONS SHOULD BE MADE FOR A PROPERLY DESIGNED AND seal or certification Is limited AND THE WASH COAT,DESIGNED ONLY FOR INTERIOR USE,IS APPLIED ON THE OPPOSITE SHOULD COMMENCE WHEN HALF OF THE DESIGN ROOF SNOW LOAD SHOWN ON THIS SHEET IS INSTALLED ROOF WALKWAY SYSTEM.IN ORDER TO LIMIT ACCESS TO THE ROOF,ROOF to the products designed and SIDE.GALVALUME AND PRE-PAINTED STEEL CAN GIVE EXCELLENT SERVICE FOR MANY YEARS AIR CIRCULATION REALIZED. HATCHES OR ACCESS LADDERS SHOULD BE LOCKED AT ALL TIMES.A SIGN SHOULD BE manufactured by monufacturer IF A FEW RULES CONCERNING THEIR CARE AND MAINTENANCE ARE.OBSERVED.ALL OF THESE POSTED AT THE POINT OF ACCESS,STATING THAT ONLY AUTHORIZED PERSONNEL ARE only.The undersigned engineer is FINISHES ARE EQUALLY SUBJECT TO DAMAGE AND CORROSION WHEN CARE IS NOT PROVIDED. - DEBRIS REMOVAL ALLOWED ONTO THE ROOF.IN ADDITION,A LOG BOOK SHOULD BE KEPT OF ALL VISITS TO ANY FOREIGN DEBRIS SUCH AS SAWDUST DIRT LEAVES ANIMAL DROPPINGS,ETC WILL CAUSE THE ROOF AND THE REASON FOR SUCH VISITS. not the overall engineer of PAINT AND COATING MAINTENANCE A SOFTENINGOF THE PAINT FILM CAN OCCUR PRE-PAINTED STEEL UNDER WET STORAGE , , , . _ record for this project. CONDITIONSSAND THE DURABILITY OF THE PANELL FINISH FINISH SUBSTANTIALLY DECREASED.BARE CORROSION OF THE ROOF,GUTTERS,TRIM,ETC.IF LEFT ON BUILDING SURFACE FOR A LONG REMOVE SMUDGE MARKS FROM BARE GALVALUME®.FORMULA 409 HAS PROVEN TO BE GALVANIZED AND GALVALUME PANELS REACT MORE QUICKLY TO SURFACE OXIDATION SINCE FOUND.THEY SHOULD BE TIME.THE ROOF SHOULD BE EIN ARIMAINNERYCINSPECTED FOR ONSISTENT WITH SUCHTHE CONDITIONS AND IF DISSIMILAR METALS SOMEWHAT EFFECTIVE.LIGHTLY RUB WITH A CLEAN CLOTH AND RINSE WITH WATER.DO NOT THEY LACK THE ADDITIONAL PROTECTION OF PAINT.ZINC COATED OR GALVALUME PANELS OOF NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH,OR WATER RUNOFF FROM,ANY RUB MORE THAN REQUIRED TO REMOVE SMUDGE.NO PRODUCT WALL REMOVE ALL SMUDGE UNDER NORMAL EXPOSURE FORM A ZINC OR ALUMINUM OXIDE FILM ON THEIR SURFACE MAINTENANCE GUIDELINES.NEVER ALLOW TREATED LUMBER OR CONCRETE/MORTAR/GROUT TO DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO:COPPER,LEAD OR GRAPHITE.THIS MARKS.REMOVE RUST STAINS SOFT SCRUB WITHOUT BLEACH HAS PROVEN TO 9E ALLOYING A SLOW OXIDATIDN PROCESS CALLED"WEATHERING"TO OCCUR THAT INHIBITS COME IN CONTACT KITH ROOF PANELS,ESPECIALLY GALVALUME®.FOR EXTENDED PERIODS INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER,CALCIUM USED IN DnTIE ENSRA FURTHER CORROSION.IN NESTED BUNDLES CONSTANT CONTACT OF THE PANELS WITH OF TIME. CONCRETE,MORTAR AND GROUT. SOMEWHAT THAN EFFECTIVE.LIED TY RUB WITH A SOFT CLOTH AND RINSE WITH WATER.DO NOT CONDENSED OR TRAPPEC WATER PREVENTS THIS WEATHERING PROCESS. RUB MORE THAN REQUIRED 70 REMOVE STAIN.(NOT PRODUCT MALL COMPLETELY REMOVE E PERIODIC INSPECTION STAINS.TO TOUCH-UP SCRATCHES IN PAINT(NOT TO BARE METAL),CLEAN AREA TO BE RAPID OXIDATION OF THE.ZINC OR ZINC ALUMINUM COATING CAN NOW OCCUR AND MAY LEAD ALL HIGH-STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED FOR TIGHTNESS, PAINTED WITH MILD DETERGENT.RINSE THOROUGHLY AND DRY.USING A SMALL ARTISTS TO'RED RUBY IN A SHORT TIME.IF DISCOLORATION OR STAINS ARE MINOR,A HOUSEHOLD. PARTICULARLY IN CRANE BUILDINGS AND AFTER ANY SEISMIC ACTIVITY OR WIND ACTIVITY. BRUSH,LIGHTLY APPLY THE MINIMAL AMOUNT OF COLOR MATCHED TOUCH-UP PAINT CLEANER OF THE TYPE USED ON PORCELAIN SINKS AND BATHTUBS MAY BE USED TO REMOVE THE CRANE MANUFACTURER WILL SPECIFY A MINIMUM PERIOD BUT IT SHOULD NOT EXCEED 2 REQUIRED TO FILL/COVER THE SCRATCH.CONTACT BUILDING MANUFACTURER FOR THE STAINS.WIRE BRUSHING OR USING ABRASIVE MATERIALS SHOULD BE AVOIDED SINCE YEARS. ASSISTANCE WITH ORDERING/PURCHASING TOUCH-UP PAINT AS NEEDED. SCRATCHING OR REMOVAL OF THE COATING COULD OCCUR.PANELS WITH SIGNIFICANT , DAMAGE SHOULD BE REFACED BY THE BUYER BEFORE ERECTION. DRAINAGE •KEEP ROOF FREE OF DEBRIS AND KEEP DEBRIS OUT OF GUTTER TO ALLOW WATER TO QUICKLY DRAIN FROM ROOF. •00 NOT USE WOOD BLOCKING TO HOLD EQUIPMENT OFF OF PANEL SEAMS.THIS BLOCKS THE FLOW OF WATER AND HOLDS MOISTURE. •DO NOT ALLOW ROOFTOP AC UNITS OR EVAPORATIVE COOLERS TO DRAIN ONTO THE ROOF. .•ANYTHING THAT TRAPS OR HOLDS MOISTURE ON A ROOF WILL CAUSE PREMATURE CORROSION. R1-06 R1-07 R1-08 R1-09 Erection Guide r� R1 BUILDING ANCHORAGE ROOF CURBS (When not Supplied by Building Manufacturer) - ROOF JACK INSTALLATION SS. Specified Column DHill Curb Base Length 12" In. UP Panels profile m ENV Centerline ❑ 6" Hill van O`M�O 511 t Steel Line Bottom of Base Plata Min. = EndlaP 31/". - Endo, (t3mm) r 31/4` - - ca (±6mm) c •t1/2• 4"__ t13mm) Mox I as Roof Panel . 0 . �- d:1/6" .Garrett . � I � (t3mm) Base of Steel Roof Panel Ineomecl .g I I t1/B. - - - N *Variation in Elevation to Install Pipe In center to allow base of rubber root jack I I to loy Rat on panel.Cannot encomposs more than 75% the Tops of Anchor Rods Purlin Line of poneL Indicates Roof Panel Support location TRANSIT BASE PLATE AND ANCHOR ROD TOLERANCES Panel Rib t1 6` . Indicates Curb ease Support location Profile Floating Panel Support ❑Do not use galvanized roof jacks, lead hats or other residential grade roof jacks. These 1. To determine that the foundation is square, measure diagonal dimensions to be SETTING roof jacks do not have 20-year service life and, in the case of lead hats, will cause sure they are of equal length. . ANCHOR ROD SETTING TOLERANCES 11 2. To determine that the foundation is level, set up o transit or level and use a � galvanic corrosion of the roof panels. level rod to obtain the elevation at all columns. o� < as 0 Use EPDM rubber roof jacks with on integral aluminum band bonded into the perimeter of 3. Carefully check the location of all anchor rods against the Anchor Rod Setting r-' up Lift Plate cure ease the base. For high temperature applications (200-400 degrees Fahrenheit) use silicone Plan furnished by the Manufacturer. All dimensions must be identical to Z= (if Required) N rubber roof jacks. Retrofit rubber roof jacks are available for applications in which the top a° assure o proper start-up. of the pipe is inaccessible, eliminating the possibility of sliding the roof jack over the top AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS "= of the pipe. 7.5.1. Anchor rods, foundation bolts and other embedded items shall be set by the FIELD TOLERANCES a section:'A' ❑Do not use tube caulk/silicone to seal roof jack to the roof panels. Use only tape Seale •S (Insulation when specified) -_ _ as supplied by Metal Bldg Manufacturer. Fasten the roof jack to the roof panels with owner s designated representative for construction in accordance with embedment drawings that hove been approved by the owner's designated representatives for 1/4"-14 x 7/8" Lop Tek Stitch Screws at 1" on center around base of roof jack. design and construction. The variation in location of these items from the dimensions The curb details shown illustrate the building manufacturers recomended curb 0 Roll down the top of the roof jack and apply tape sealant continuously around the n shown in the embedment drawings shall be as fo!lows: H/500 style and installation method. It is the erector /installers responsibility to exposed portion of the pipe. Roll the top of the roof jack back over the tape sealant. . o E HEIGHT (f)70LERANCE provide the proper curb style and install them in accordance with the Apply the stainless steel clamp over top of roof jack and firmly tighten to form a secure Q. (a) The variation in dimension between the centers of any two anchor rods procedures established by these details. Failure by the erector /installer to compression seal. o ' a 1 16 1/4• 1 0 Do not install a pipe through the standing seam of the roof panel. Keep pipe penetration < 1`u within an anchor-rod group shall be equal to or less thar: 1/8 in. [3 mm]. 12• ,ollow these recommendations may result in the curbs damaging the roof system s00 s/1s' 50o in center of panel to allow the base of the rubber roof jock to seal to the pan of the o (b) The variation in dimension between the centers of adjacent anchor-rod 1s' 3/e or excluded from warranties. groups shall be equal.to or less than 1/4 in. [6 mm]. 20, 1/2' All roof curbs to be: panel. 25 5/,. 1. .080 Aluminum or 18 a. Stainless No Galvalume N If o pipe must be installed through a panel seam, or if the pipe diameter is so large to ° (c) The variation in elevation of the tops of anchor rods shall be equal to or 9 ( / o Galvanized) 30' 3/4' block the flow of water down the roof panel, you must install a "pipe curb" into the roof E less than plus or minus 1/2 in. (13 mm]. 45' 1 1/16' 2. Panel rib to rib installation (No Flat skirt or luy over Curbs) and then seal the pipe curb with rubber roof jack. For pipes in which top cannot be p i < ( )d The accumulated variation in dimension between centers of the anchor-rod 60, 1 7 16` - 3. Installed over low end /under high end application for water flow at - a¢ ❑ / accessed, atwo-piece pipe curb is available. _ LU w alon the column line through multiple anchor-rod groups shall be panel splice z groups 9 9 P 9 P ❑In Northern climates, protect all pipe penetrations from moving ice or snow with a snow CO V z equal to or less than 1/4 in. per 100 ft [2 mm per 10000 mm), but not to 4. Up lift prevention for clip applied roof systems are required if: retentions stem immediate) u sloe from the a .o= < - a. Wind load exceeds 110 mph or Y Y P P pipe. a1 > exceed a total of 1 in.[25 Tim) b. Curb base crosses o purls Cn a a x (e) The variation in dimension from center of any anchor-rod group to the 5. Supported on (4) four side by primary or secondary framing 6. Max 0 € column line through that group shall be equal to or less than 1 4 in. 6 mm. Sin le Curb weight Recommend = 1500 ROOF JACK INSTALLATION 9 9 P 9 / [ ] 9 9 # Z a 4 ' COLUMN ALIGNMENT TOLERANCES - (Not by Metal Bldg Manufacturer) The tolerances that are specified in (b), (c) and (d) shall apply to offset dimensions 2 shown in the structural design drawings, measured parallel and perpendicular to the - m E nearest column line, for individual columns that ore shown in the structural design - Panel prone varlss W u ,� drawings as offset from column lines. SUGGESTED METHOD OF PURLIN ATTACHMENT -Roof Jack•• Q (FOR BLDG ACCESSORIES) Roll Top Down ❑ El••stainless Steel Clamp - 7.5.2. Unless otherwise specified in the contract documents, anchor rods shall be set a1 i4 with their longitudinal axis perpendicular to the theoretical bearing surface. 1/4 1a x 7/8'Lap Tsk Z F z o ;MEZZANINE Step iS.O.w/Washerat 1'O.C.7.5.3. Embedded items and connection materials that are part of the work of ethertrades, but that will receive structural steel, shall be located and set by the owner's - Td-Bead Tape sealant ac videsignated representative for construction in accordance with an approvedHwso4 - o Nembedment drawing. The variation in location of these items shall be limited to a PURUN ANGLE(W/2 magnitude that is consistent with the tolerances that are-specified in Section 7.-13 SETT-DRILLERS•• \ _ Scale: NOT TO SCALE for the erection of the structural steel. ANt1E•• . /15 MEZZANINE BEAM HEIGHT.TOLERANCE ROD•• HANGERROD" SPRINKLER HANGER - Checked by. RMA 5/111 PIPE 1/15 7.5.4. All work performed by the owner's designated representative for construction Project Engineer shall be completed so as not to delay or interfere with the work of the fabricator - Apply Tri-Bead Tape and the erector. The owner's designated representative for construction shall conduct Sealant Continuously Job Number: 14-8-8267p ••Stainless Steel Clamp around Pipe a survey of the os-built locations of anchor rods, foundation bolts and other SIDEWALL SUGGESTED METHODS a sheet Number. R2 of 13 embedded items, and shall verify that all items covered in Section 7.5 meet the 1 1 t ** (Not by Metal Bldg Manufacturer) Roof Jack•• corresponding tolerances. When corrective action is necessary, the owner's desi noted The engineer whose seal P g y� 9 500 500 500 Step 2 i/4-14 z 7/B`Lap Tek appears hereon is an employee An angle is self-tapped to the web of the purlin to catch hanger rod. This representative for construction shall obtain the Guidance and approvel of the owners S.D.w/Washer at Y-D.C. for the manufacturer for the designated representative for design. method does not preclude other forms of attachment to the purlin web. materials described herein. Said The total hanger load shall not exceed the design collateral load for the building. seat or certification is limited A sample calculation is shown below: Trl-Bead Tape Sealant to the products designed and It is extremely important that anchor bolts be placed accurately in accordance with I I HW504 manufactured by manufacturer the Anchor Rod Setting Plan. All anchor rods should be held In place with a l l 1 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. only.The undersigned engineer is template or similar means, so that they will remain plumb and in correct location See cover sheet for design collateral load for this building. - not the overall engineer of during placing of the concrete. A final check should be made after the completion I I Note: If this building is designed for 0 psf collateral load, then adding any record for this project. suspended system ie. duct work in lights, ceilings, willcorrespondingly is c s etc. II of the concrete work and prior to the sleet installation. This will allow any I I P Y ( � piping,9, 9 � 9 � ) necessary corrections to be made before the costly installotion labor and equipment reduce the design live load. arrives. STEEL LINE STEEL LINE 3 I .I 3 - Tri-Bead Tape Sealant DRSTIE ENS72A STAKE I I i z •'Stainless Steel Clomp HW504 TEMPLATE SHEETING w NOTCH B E FORM BOARD ( I I THE INCORRECT WAYS Roof Jock•• FORM -":i�� ' D TEMPLATE PURUN 3 / PURUN Step 3 BOARD '� i I r 1/4-14 z 7/8'Lap Tek S.D.w/Wosher at 1"O.C. /1 _ ANCHOR RODS CJ— : --_'�-_�'- I 500 500 500 _ \\ _ A I I NOTE: Roll roof jack up _ A J L HANGER ROD,ANGLE Z`PURUN �� •: C 1 -�'--� 1 1 1 ROD OR CHAIN CUp Tri-Bead Tape Sealant over Tri-Bend Tape HW504 Sealant and secure the PROJECTION OF ANCHOR RODS"D" B clamp. / GIVEN ON ANCHOR RCD PLAN. `\ I - SIDEWALL DO NOT INSTALL HANGER ROD DO NOT INSTALL PURLIN CUPS OF ANY KIND f rr�j \ 1 PLAN VIEW IN FLANGE OF PURUN ON RANGE OF THE PURLIN AS SHOWN SHEETING NOTCH SHOWN ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES BUT MAY NOT BE.RECUiRED DIMENSIONS A, B, AMC C AS GIVEN (SEE ANCHOR ROD FLAN) ON ANCHOR BOLT PLAN I r •w. Erection Guide e 1 i PRE-ERECTION NOTES: GENERAL ERECTION NOTES CAUTIONes The following notes, procedures and suggested recommendations are important ports 1.) All clips, Flange braces, bolts, bracing systems, ETC. must be installed as shown on Until rafters are bolted in place with purlins and flange braces installed, they are easily , of the pre-erection process. erection drawings. damaged by incorrect or careless handling procedures. Use extreme caution when lifting m STEP 1:ERECT FIRST BAY WALL FRAMING rafters. Two booms should be used to lift any pinched rafter section 80 feet or more In 1.) Prior to the time the erection crew arrives, a responsible person should check 2.) I; is extremely important, especially during construction, that panels at the eaves, length. the job site for foundation readiness, square, end accuracy and Anchor Rod size rakes and ridges be kept secure. and location. NOTE 2A: Bolt primary frame rafter together at peak connection (unless rafter length requires The drawing shown below indicates o method which may be used to check the 3.) Column bases must not be log screwed or "RED HEADED" to concrete unless It fs the responsibility of the lifting in sections). Attach the required clips and flange braces to the rafter before lifting foundation and bolls fcr square. specified on erection drawings for the building. RIMARY FRAME erector to provide temporary p 9 g BRACING erection bracing until the since these items are more easily installed on the ground. Lift rafter into place between 24. structure Is completed. sidewoll columns and install bolts in rafter to column knee connections. ANCHOR 4.) Tighten column wind brace rods/cables (exterior and interior) before tightening roof - 2' RODS B• rods/cables. Roof rods/cables are tightened from eove to peak. 5.) High strength -EAVE STRUT 2B: Install end.bay purlins from end frame rafter to the first interior frame rafter. The .g bolts (A325) must be used where specified. FIT end bay purlins will overlap the interior bay purlins at the frame as described in step 1C. H XH Complete flange brace connection to purlins. o TEMPORARY CONSTRUCTION BRACING2C: Install roof bracing systems but do not tighten completely until the bay is pumbed1.) !t is the responsibility of the erector to maintain stability of the structure during END FRAMEvYGONALS ell sieges of erection, particularly when left overnight. RAFTER eP 2D: Plumb and square the first bay. After alignment, tighten wall bracing first and the ULD BE �{,END POST pP roof bracing working from eove to peak. Tighten any remaining bolts. 2.) Temporary supports, such as temporary guys, braces or other elements shall be CORNER COLUMN the total and complete responsibility of the.erector. The temporary supports required Plumbing and aligning a total structural system begins with the first braced bay and shall oe determined and furnished by the erector. continues through completion. Accurate alignment of the first bay is essential for correct 1A: Determine from erection drawings furnished with the building the location alignment of succeeding bays. The installer is responsible for choosing the best method 3.) Temporary construction supports shall be provided wherever necessary to of the first braced bay. Framing for this bay will be erected first. suited for plumbing and aligning the structural system. o Measure along adjacent sides of foundation using a pair of dimensions shown. If accommodate oil construction loads to which the structure may be subjected, left in place as long as may be required for safety. 18: Stand adjacent primary frame column and corner column over the anchor the diagonal distance between these points is as noted, the corner is square. STEP 3:ERECT ENDWALL GIRTS AND FIRST INTERIOR BAY 5 PANEL CAUTIONS AND NOTES rods. Shim or chi out under the base late if required to ensure that the Diagonal measurements between opposite Anchor Rods will indicate if these bolts P P q and is in full contact with the at the correct elevation, are set square. To minimize potential of corrosive action at the bottom edge of wall panels,the contractor must base is level, NOTE foundation. Plumb and align the columns and install washers and nuts onto the re assure that the following procedures are!allowed: It Is the responsibility_ sp y of the 2.) When unloading the building, carefully check off each item from the packing Anchor Rods. ENO Bar erector to provide temporary a list. Bundles and boxes will have a list attached indicatingthe contents. PURLIN II erection bracing until the 1.) The concrete foundation should be cured for o minimum of seven(7)days before wall panels .NOTE: The end frame may be a bearing frame with the rafter supported by structure Is completed. Q. are installed. (un-cured concrete is highly alkaline and metal panels can undergo varying degrees end posts, or a rigid frame with the rafter self-supporting, a a 3.) Unload and layout the building columns on the foundation. p g and not attached c of corrosive attack when in direct contact with the concrete.)After the first week of the curing to the end posts. The procedure shown is for a bearing frame. If the building u p 4.) Unload the rafters onto the foundation so that they can be erected from cycle, the reaction between metallic coatings on steel and the concrete is essentially halted. has a rigid end frame, it is erected the some as interior frames as described g o o whichever end of the building you wish to start. Your crane will move from one CLEAN DIRT FROM WALL PANEL in steps 1 and 2. end of the building to the other while standing columns and hanging rafters AROUND PANEL BASE FOUNDATION 1C: Attach:wall girts t0 the primary frame column and corner Column. BOIL TEMPORARY ERECTION BRACING gy PANEL NOTCH(SHOWN)OR g P y END FRAME `o 5.) Layout the girts and purlins on dunnage or wood blocking around the BASE TRIM gins to the corner column with two bolts. Bolt girt to primary frame column RAFTER NO BAY GIRT � F 4 P they with one bolt through the column flange and secure bolt with sub-nut (see o foundation as near as possible to where he will be instcl cc'. 4•� END POST W z w N MIN `ao detail on erection drawings). FINER 2 SLOPE FINISH GRADE AWAY > ENDWALL 6.) Unload and place trim crates out of the way, since these will be the last FROM BUILDING GIRT COLUMN U) .o } required. 1D: Install the eave strut by bolting to the top of the columns. Refer to the >_ 2.` To of finish grade at building to be a minimum of four 4 inches below bottom erection drawings and attach column flange brace where shown. Flange braces 3A: After end frame is plumb and square, install endwoll gins and Flange braces for end Co s t P 9 9 ( ) post if required. C7 7.) Unload and place panels and insulation out of the way. of Panel. may be required on one or both sides of the columns. If a flange brace z a connects to a girt in the adjacent boy, that brace will be bolted to the girt a 38: Attach wall guts to the primary frame columns (see step IC). Q NOTE: In extremely cold conditions, the vinyl facing on. insulation will become 3.) Finish grade is to slope away from building to ensure proper drainage. after the adjacent boy girts are installed. brittle, requiring very careful handling. ' NOTE: framed openings and accessory framing to which the girls attach W As wall girts are installed around the building, framing for factory 3C: Install eave struts (see step 1D). 4.) Upon completion of finish grading, all dirt is to be cleaned from around base of located B.) Avoid lifting panel stacks with cables, chains or other devices which could well panel where it may have collected in panel notch or on base trim. a damage the panel. Upon unloading, and every morning 'thereafter, inspect he panel � should be installed. Field located accessory framing may be installed at the 3D: Attach roof purlins for this bay to the two rafters. Purlins will bolt to the rafter Q ❑ ❑ bundles for moisture between the panels. This is especially important with FASTENER INSTALLATION some time asgirls or at a later time. flange in the some manner as girts to column flanges (see step 1C). Connect flange U P P Y P braces to purlins. al zv olvolume or galvanized panels. panel finish must be protected at all times � g g p s p t p Correct fastener installation is one of the most critical steps when installing roof/wall panels.Drive 1E: Install wall bracingsystems rods, cables, knee bracing, ortol bracing) at oz before and during erection to Oreserve the appearance end function of the oone!s. the fastener in until it is tight and the washer is firmly seated. Do not overdrive fasteners. this time but do not tighten completely until the bay is plumbed. 3E: Check all nment, lumb and s uare the two ba s ust erected. Ti hten all bolts and <F z in ° 9 P q Y J 9 `woo. A slight extrusion of neoprene around the washer is a good visual tightness check.Always use the bracing. �-C 9.) All hardware boxes should be protected from theft and moisture, especially proper er tool to install fasteners. A fastener driver screw un with a RPM of 1700-2000 should 3 P P ( gun) 1F: Repeat steps 1B thru 1E for wall framing on the opposite side of the y c,. Al items such as tube caulking and locksels. Store mastic away from .heat. be used for self-drilling screws. A 500-600 RPM fastener driver should be used for self-topping building. _ STEP 4:ERECT REMAINING STRUCTURAL FRAMING O u o screws. Discard worn sockets, these con cause the fastener to wobble during installation. LAYOUT OF BUILDING COMPONENT - - Scale, NOT TO SCALE ® 1G: Attach clips to the end posts and stand these posts over the Anchor NOTE . Rods. Follow the procedure as described for corner columns in step 1B. It is the responsibility of the Drown by EBF 5/11/15 CLIPS f 1ME5 - - rector to pro.a temporary Checked by. RMA 5/11/15 Lam` CORRECT DEGREE OF T00 TIGHT SEALANT SOUEEZEO T00 LOOSE SEALANT IS a erection bracing until the BOLTS �� _ e� 1H: Bolt required clips and flange braces to the end frame rafter sections and PURLINS structure is completed. Project Engineer: nGHTNESS NOTE SLIGHT T00 THIN EXTRUDES FAR BEYOND NOT COMPRESSED TO scREws `® lift into lace atop the end posts. Bolt rafter sections to corner column and O CIRCLE OF SEALANT FASTENER HEAD FORM SEAL P P P EAVE STRUT Job Number: 14-B-82670 end post cap plates. Bolt rafter sections together at peak. RAMP (((2 NOTE: Always remove metal filings from surface of panels at the end of each Sheet Number: R3 of 13 •.vork period. Rusting filings con destroy the point finish and void any warranty. STEP 2:ERECT FIRST BAY ROOF FRAMING O - _ The engineer whose seat MASTIC SEALANT appears hereon is an employee 1•� �� IRIS for the manufacturer for the Proper mastic application is critical to the weather tightness of a building. Mastic NOTE materials described herein. Said PURLINS should not be stretched when installed. Apply only to clean, dry surfaces. Keep only It is the responsibility or the seal or certification Is limited . Girts, Eave Struts and Purlins enough mastic on the roof that can be installed in a day. During worm weather, store erector to provide temporary to the products designed and ' 9 Y 9 erection bracing until the RIMARY FRAME manufactured by manufacturer 2. End Frames and Endpost mastic in a cool dry place. During cold weather(below 60°) mastic must be kept structure is completed. only.The undersigned engineer Is 3. Main Frames warm fiat-90° until application. After mastic has been applied, keep protective paper RIMARY FRAME TEMPORARY ERECTION BRACING not the overall engineer of ( ) PP PP P P P P RAFTER / END r r record for this project. 4. Clips, Bolts, Screws, ETC. in place until panel is ready to be installed. FRAME 5. Endwal! Girts IMPORTANT NOTE: END RACING 1..) Layout primary end secondary framinc around the slob as shown. /� POST All details, recommendations and suggestions contained in the ERECTION GUIDE portion DRsnE MSMA 2. Place components and crates on the slab or on woad blocking to prevent of 'his drawings set are for general guidelines only, and not meant to be all-inclusive. TEMPORARY ERECTION BRACING P 9 P Industry accepted installation practices with regard to all areas not specifically END Starting at the opposite end of the first boy erected, install the contact with the ground. discussed in this section should be followed. Only experienced, knowledgeable installers FRAME END remaining interior frames, girts, purlins, eave struts, bracing, end familiar with accepted practices should be used to assure a quality project. POST RACING frames and end posts using the procedures described in the 3.) Black one end of components higher than other end to cllow drainage of rain preceding steps. Be sure all wall girts, roof purlins and flange water. It is emphasized that the Manufacturer is only a manufacturer of metal building braces as shown on the erection drawings ore installed. components and is not engaged in the installation of its products. Opinions expressed Constant checks should be made to ensure the building is 4.) Leave one end of the building open for erection equiyment access. by the Manufacturer about installation practices noted in the ERECTION GUIDE are square, plumb and aligned. intended to represent only a guide as to the sequencing and how.the components 5.) Construct temporary ramp of timbers from grade to slab to prevent damage ca;id be as to create a building. Both the quality and safety of installation All X-Bracing should be checked that it is installed to a taut to concrete edge from equipment traffic. and the ultimate customer satisfaction with the completed building are determined by condition with all slack removed. Do not tighten beyond this the experience, expertise, and skills of the installation crews, as well as the equipment state. 6.) Install clips and flange braces onto columns and re`.ters before these members available for handling the materials. Actual installation operations, techniques and site are in the air. Clip and flange brace locations ere shown a- erection drawings. conditions are beyond the Manufacturers control. Erection Guide 1 a STEP 5:INSTALL SIDEWALL PANELS ' STEP 7:INSTALL ROOF PANELS(Con't► c'f NOTE 5C: Sidewall panels should be installed so that the panel sidelap is in a direction away GABLE ANGLE PURLIN 010 It is the responsibility of 7C: Install the First run of roof panels across the buBding from eave to eave, mthe erector to provide from the prevailing wind. (refer to appropriate lap detail included with erection or eave to ride To allow ro er installation of rake trim, the starting temporary erection bracingdrawings.) CONTACT TAPE EAVE STRUT location for the first panel must be as shown in rake details included with until the structure is 5D: Install remaining sidewall insulation and panels, being careful to maintain correct ENDWALL GIRT the erection drawings. When the first run is properly located and aligned with completed. This bracing is panel coverage. It is suggested that the foundation be marked in increments of panel the correct endlops and eave overhang, fasten to purling. Roof panels should to remain in place until all wic?h to allow visual checking of panel coverage as installation progresses. WOOD BLOCKING be installed so that the sidelap is in a direction away from the prevailing oaf and wall panels are BASE ANGLE/TRIM Iwind. Refer to.appropriate lap detail. installed. DOTE; Check periodically to ensure that all panels are aligned and plumb.WOOD BLOCKING.d. GIRT ALIGNMENT 7D: Install remaining roof insulation and.ponels. To avoid accumulative error CONTACT TAPE due to panel coverage gain-or loss, properly align each panel before it is el qLATION trim ng5E: At hforlinstalationishing ner of a of corneritrim lrefertostheanel detaisainrthelred eection ddraawing or INSULATION FA7�� \O��yp� coverage is0ccasional mointaned.ecks Speciloattention be ade to ensure should be given to fasirleat correct rmastic and closure requirements. Refer to details with erection drawings. PANELS 6C: Align and level girts on endwall. Screw Alignment Panel At finishing end of roof, the last panels may require field modification for 5A: Before installing wall panels, the girts must be aligned to a level position ins(through roslenedPanel only) 6D: If the walls are to be insulated, place a continuous run of contact installation of rake trim. Refer to rake details. DO NOT BACK LAP THROUGH so that there is no visible sag. This should be done directly ahead of panel installation. tape along the gable angle and base member. Starting at the corner of FASTENED ROOF SHEETS. PRE-DRILLED the endwall, attach the first piece of insulation to the contact tape on Girt leveling may be accomplished by standing a section of gable angle TEMPLATE the gable angle, pull tight and adhere to tape at the base. Cut off NOTE: Roof panel types and installation requirements will vary. Refer to the vertically against the outside girt flanges at approximate mid-bay location. SHEET excess insulation.-It is recommended that insulation not be installed more appropriate details for the specific panel used. When girts are level, attach the girt flanges to the angle with vise grip pliers than 6 feet ahead of panels. or temporary screws. Wood blocking cut to fit the spaces may also be used IMPORTANT: Loose fasteners, blind rivets, drill shaving, ETC. must be removed o for alignment. NOTE: from roof to guard against corrosion. At the base cut off the insulation a minimum of 1/2 inch above the c NOTE: Temporary girt blocking is not recommended on concealed fastener bottom of the wall panel. This will prevent the insulation from hanging panels. The removal of the blacks after panel installation can cause oil below the wall panel and wicking moisture. _. ._. s canning. NEVER STEP ON LIGHT TRANSMITTING PANELS, � FRAME 6E: Start at the corner, trim panel (if required) and set in place. Refer TRANSLUCENT PANELS,OR UNATTENDED ROOF PANELS. to corner details in the erection drawings for the panel starting distance EAVE STRUT from the corner, When the panel is located and plumb, install fasteners. STACKED SHEETS 6F: Install remaining endwall insulation and panels, being careful to ® o IR TO BE DRILLED maintain the correct panel coverage as suggested in step 5D. -a - $ a WOOD 6G: Install corner trim. _ ' Panels May Collapse If Not Properly Secured!NOTE 3 o BLOCKING STEP 7:INSTALL ROOF PANELS a 8• NOTE It is the responsibility of m 2 E j_ , Wall panel type and installation details will vary. Refer to the erection the erector to provide w ?w 6 drawings and details for the specific panel used for your building. KEEP END OF temporary erection e PANELS bracing until the � o x a NOTE: ALIGNED structure is completed. Roof panels must be completely attached to the purlins and to panels on either side CONTACT TAPE After drilling panels, it is important to clean metal filings off all panel surfaces, before they can be a safe walking surface. Light transmitting panels or translucent 5 including between panels that are not installed that day, to avoid rust stains. This bracing is to remain panels can never be considered as a walking surface. INSULATION in place until all roof z SIDEWALL INSULATION STEP 6:INSTALL ENDWALL PANELS and wall panels are Partially attached or unattached panels should never be walked on! MUST MEET ENDWALL BASE ANGLE/TRIM - - c INSULATION TO SEAL installed. Do Not: 03 E Q THE CORNER CONTACT TAPE WOOD BLOCKING FOR a 58: If walls are to be insulated, place o continuous run of contact tope GIRT ALIGNMENT i. Step on rib at edge of panel. a 11 El along the eave strut and base member. - NSULATION SIDEWALL 2. Step near crease in rib at edge of panel. fn a z o NOTE: ENDWALL PANELS z02 At the base, cut off the insulation a minimum of 1/2" above the PANELS 3. Step within 5 feet of edge on unsecured panel. ¢chi w w C �w�o bottom of the wall panel. This will prevent the insulation from hanging A single roof panel must never be used as a work platform. An OSHA approved.runway - below the wall panel and wicking moisture. 7A: Install eave trim over to of sidewall panels and eave struts with " Z o P 9 ENDWALL fasteners per erection drawings eave deiai should be used for work platforms! (Consult OSHA Safety and Health Regulations for the Roof Pane PANELS NSULATION Construction Industry). Safety First scats: NOT ro SCALE Insulation ORNER SIDEWALL 7B: If the roof is insulated, place a continuous run of contact tape along top Drown by. ESF 5/11/15 PANELS of eave struts at both sidewalls. Lay a starter roll of blanket insulation from Checked by. RMA 5/11/15 Double Faced Tape —� (Not by manufacturer) TRIM STEP 8:INSTALL TRIM AND ACCESSORIES P � eave to eave across roof and secure to contact tape. (refer to packing list Project Engineer: (Not by manufacturer) 6A: Install gable ongles/supports onto the ends of purling and eave struts. This angle PT-'e te: for width of insulation starter roll). It is recommended that insulation be to be used to secure is to butt-up to each other or is spliced as required except at expansion joints installed no more than 6 feet ahead of panels. Job Number: 14-B-B2670 minsulation and turn vinyl bock insulation. where a one inch gap is maintoined between ends of adjacent sections to allow for laon must no, be exposed toather. expansion. Sheet Number. R4 of 13 NOTE: For PBR roofs with a ridge panel, it is recommended that both sides of. The engineer whose seal Gable angle splices may occur on or between purling and the angle must be attached the ridge of o building be sheeted simultaneously. This will keep the insulation RAKE appears hereon is an employee to each purlin and the eave strut. covered for the maximum amount of time and the panel ribs can be kept in TRIM I for the manufacturer for the proper alignment for the ridge panel. .This is critical on the "PER" panels so that materials described herein. Said Wall Panel NOTE: Wall panel type and installation details will vary. Refer to the erection drawings the ridge caps can be properly installed. Check for proper coverage as the seal or certification Is limited p yp y 9 to the products designed and Insulation and details for the specific panel used for your building. sheeting progresses. Note panel-sheeting sequence below! manufactured by manufocturer (Not by manufacturer) NOTE of he overall�engneerned g�ofer is Fiberglass Insulation Vapor Barrier to END FRAME URLIN Detail shown for ribbed roof - record for this project.- to OUTSIDE of Building INSIDE of Building r� � panel only. standing seam FRAME PERSONNEL RAFTER GABLE P Y 9 DOOR Eove Detail �' NGLE rake and gable angle installation, OPENING EAVE (See Erection Drawings) AT see erection details. NsuLAiloN GUTTER EXPANSION onsne wsrzA JOINT AVE STRUT 8A: Install rake trim and gable closure. Insulation TYPICAL (Not by BUTT LAP 88: If included with the building, install the eave gutter, corner closures and downspouts. Wall Panel manufacturer) Note: Trim 'nsulaLion and CONDITION turn vinyi bcck Insulation 8 NOTE: must not be exposed to 68: See erection drawings sheeting layouts for panel starting dimensions, panel trim 5 Remove all loose fasteners, blind rivets, drill shavings, etc... from gutter to guard against Finished weather. locations, and lop locations. 4 corrosion. L: %(See Base Detail ' I TRIM DIMENSION IS 8C: Install accessories (doors, windows, louvers, etc...) not previously installed. Refer to Erection Drawings) MEASURED FROM the appropriate details for installation instructions. 9 ) TRIM-H CENTER OF FIRST NSULATION Starling at a building corner, attach the first piece of blanket insulation to MAJOR RIB. IMPORTANT: Remove debris from roof and wall surfaces during installation and after. the contact tape on the eave strut. Pull tight and adhere to tape at the ENDWALL SIDEWALL PANELS Clean surface of sheeting as required to remove smudges and touch-up any minor/mild base. It is recommended that insulation no, be installed more than 6 feet PANELS scratches with color match touch-up paint. ahead of panels. - Erection Guide R4 Ma�'14 04...._ I Eave Height S'61 'e= ► 1it1fI�(II1 �o,►_S►'ge�e a1�Q>9p1,(j'ozR•O�o�f"A p c{l-J.f�(4�o.�amS.—�o3S�ua�e-o �III�II—^►AIIIm o O.•u_ IM.O�cOOOAO�A=N�tenIvmdNN3dN."oNm�Qr-d mp`a� s �cd a ' Steel t eel mmc Line T nS e n'� eN @�NoNmNNNN 'v- e Strut 0 Jtrut o3 3m OAV II I II 1I 1 11 _ 4" go. 3rNwW Steel Line + P4 und TWIOpW°3x�cTCNvy��Cd'�m vmm x�_Nm L,i mmi Eave domn+ 0 m O HEa eight t/4„ °7TNoWacoa� Steel Line ve Strut - �i D Eave Height 1/4 Seel Une Eove Strul 2„ 2" _--------5 vm0 O O O 0 j<�.1CO L+41 utlmd --------------------------- 0 p7 n Eave Height o Steel Line Eave Strut n 0O v4T9'mmm=xoN{NNpp7aT3a:.i :1 l m5 d aoulmd m T oe ma 1 T. 0 0 ° 3 Co O 0 s ___ I6Oo I a 3= e3 o 3Z"O c Ru, co z 3o ozr'000v-] m N m,i �f on � rtvT ZN 0 m ar O I O o '-03n 12 gTo m° z o?CD InReso Dote Description By dd STAR BUILDING SYSTEMS 910 IE�ve o o ss _ oaamu an;oa 73143 Nc....,nY (405)06-2010 p F o - 1' ... '. I 5—, � C Z F N=_:°'^ , Customer. Project Name&Location: - ,wp'•cP m LOHR REALTY& P&H REALTY TRUST - ° o 1.3 m m ' > " O CONSTRUCTION m c� SOUTH DENNIS, MA HYANNIS, MA ,. o S p 3 3 m Drawing Status: Prelimin r - c o A Nm o u o B ❑(Not For Construction) ❑For Construction Permit Ap�rawl n m ❑(Not F"or Construction) ®For Erector Instollot7on 1 CF03048 Sa 9 An9 les at Endwall Framed Opening CF03050 Rod Brace PF04101 Rod Brace PF04102 x Sag Angle Attachment at Endwall Rake Mar'15 e02 (3 or.4 Sided Framed Opening with Jambs to Floor) Dec'10 01 Attachment at Web 1n'14 02 Attachment at Flange Jan'14 01 Hole: Sea Erection Drawings far Mark Number Locations and Spacing. m' Rod r Sag Angles Not Required (See Erection Drawings for Part to Extend to Header Mark and required location) Unless Noted Olherwlee on - Rake Sheeling Rake Sheeting Erection Drawings. Angle Angle Burr threads after in it tightening }70 A325 BOLTS Go�aAng'e HE NUT PLllla I I I HSN500 •� Pudln �' Slope Washer FLAT WASHER .0 Girt J J J J Net WFH500 1 1 I I I These Items shipped loose. D 'cl r3l gl ® Flat Washer Sea table below for Part Marks. BRACE CLIP CL280 Sag Angle Endwall Girt _ Hex Nut LW1_ Rafter Attach W/(1)Fastener d18 at Each end.(Typ)- -Field Attach W/(1) I Header sll ea erI ., . Fastener#55End- ' Raflerl (Note: At Flange greater ) - Loan}'thick field drill Girl _ i E o hole In Angle and BURR THREADS AFTER _ Flange ntl attach W/ I I ERECTION NOTE DETAIL SHOWN AT COLUMN SIMILAR AT RAFTER. }'0 ROD BRACE FINAL TIGHTENING WR08_ Falterer q1B 1141)rO x I}-A325 Bolt) o o �I sill (sea Erection location) (Tr9) for required loonllon) a �' Girt For Rod Bracing that falls within O Fnishea Floor the Girt Web,the Ereetar Is to Align slot with add a minimum size slot for - o LWl_ Sag Angle Not Required From the passage of the Rod. y F.O.SIII to Girt,Unless Noted Rod Bracing 'S Sag Angles Not Otherwise on Erection Drawings. C I.I,-0 II Location For Rod We".Brac the that falls wlthln I.From or,Unless the Girl Web,the Erector is to - From Jamb,Unless 7 Noted Otherwise o add a minimum Iza slot for n Erection Drawings.n Rod Bracing 7 the passage f the.Rod. Note: Field clamp sag angles _f` and aPpply sW sideal sere - c from ,posits wnen falls' - a is lower than girl PART MARKS FOR ROD BRACE - m Rafter Outside of Girt Space Rafter Inside of Girt Space o ME ROD SLOPE MT HEX DIAMETER BRACE WASHER WASHER NUT }'0 WR08_ W5110 WFH500 HSNSO0 en q WRIO_ WS110 W'FH625 HSN625 Tyyr }'0 W'R12_ W5120 WFH750 HSN750 a'0 WR14_ W5120 WFHB75 HSN875 LLt 2 uu N 1'0 WR16_ W5130 WFH1000 HSN1000 F— u¢ Z � m2 Q U) Pa l S Purlin to Rafter PCF02038 Girt at Column �CF01118 WELDED CLIP PRIMARY FRAME DE AIL CF01120 Corner Column-Inset Column EF03041 Z GIRT ATTACHMENT DETAIL TO GIRT CLIP Feb '11 of Endwall Girt Attaches to Inner Flange with Welded Clip �A r'11 00 Concealed Nut Connection=Flange Brace F84_ Dec-12 e02 Inset Column-Sidewall or Endwall Girts A r'11 p00 Erection Note Endwall Girt Lap and attachment of Purlin e 4 refer to Roof Plan and Lap Detail fer requirem.enta. }'0 Bolts Q f< ❑❑ Sidewall Glrl � � Purlin Lap Symbol denoted an Roof Frcming Plc^. (2)}'0 Belts each COLUMN F z o end of Purlin top (SHAPE MAY 1 w o VARY) (2)9'0 Bolls R _ unless noted on 000 a reckon drawings U U rn O D0 as R }^m A325 O' o ®( I Draiwn by. NO EBf SCALE 5/11/15 eats i o ( II CL207 Checked by. RMA 5/11/15 ® 0 ( ® Shooting Clip (1)Fastener g12A Project Engineer. Of, - II 12-14 z I"P.N.DP3 I — PC29-Field Cut Top and at each end Job Number: 14-8-82670 , ® Flange Bottom 1)Fastener Bend Flange Brace %207 or PC29_ - I I () B PC22_Sheeting Clip Clip She CI Girt 12-14 z t P.H.DP3 Fastener 55 Sheet Number: R6 of 13 CL196 at 8'Pudn 589_(wnen 9 p al each end 12-24 x 1}'DPS cu97 Pt 10'Pcr6n ped6ed) (')Fastener yI2A OUTER II Th.engineer whose seal 12-14 x I. P.H.DP3 Zee GIRT 6'O.C.(2 min-mum) g CL198 cl 10'Padie Attach Flanse Brace to at each end appears hereon is an employee Rafter end Fieltl Band-to Column Sidewall Girt for the manufacturer for the attack,to Iower Clip hole. I I seamatl o�lcedrtlfic flan ed hsrl'mited id to the products designed and j'0 A325 Bolt j'm Bolts o a I manufactured by manufacturer Clip each end. (TyplcaQ i y 9 9 cuss }'m Bona ant The vests undersigned en meet Is Attach Ihls CIIp and Flange Brace with IT , I not the overall engineer of Bona'Fingcr Tight-O,d Flange as Pur6ns are I i ZeeEGIRT O }'m Bolts record for this project. rected to me tabillty.Un-b Otte I I - Clip to Install Vapor Barrier Membrane 10 01 GIRT CLIP PC29-Field Cut Top and (Not by Bldg.Mfr.).Pierce Membrane —— —— (SHOP WELDED) Bottom Flange and Bend 1 for Clip balls and reattach dip. Fully (1)Fastener#12A 01 DR6mE lNST2A lighten bolls via Prot ensioning method 12-14 x 1'P.H.DP3 ———— speclRed per job. Girl at each and 11 CL207 or PC29_ \ Sheeting Clip u Mn. `Endv'oll Girt Erection Note (1)Fastener p12A CL207 Sheeting CIIp Flange Braces.may be required one or both sides 12-I4 z 1"P.H.DP3 of Roller. (1)Fastener B12A Far equirements,and locallona of Main Frame and at each and ENOWALL 12-14 1-P.H.DP3 Rigid F in Endwall refer to'CrSsct;an"_ at each and For requirements.and locations el Bearing Frame Endwcll rater to*Roof Plan'. ALL BOLTS ARE A325 WITHOUT WASHERS i Inset Column �CF01117 Bolted Clips'Framed Opening Connections AC01320 Bolted Clips-Framed Opening Connections AC01323 Bolted Clips-Framed Opening Connections _AC01324 Column to Jamb or Column Less Than or Equal 20" Mlar'14 a 02 Cold Form and Hot Rolled Cee-Three and Four Sided Openings Ma '14 02 Cold Form and Hot Rolled-Base,Girt,Header,and Sill to Jamb Ma '14 02 Cold Form and Hot Rolled-Jamb/Sub Jamb to Zee Girt Jul'11 00 Note; All horizontal Members within 0e clear Opening ore dipped and attached See AC00915 thru AGO 0923 SC425 dip 2()}, 0 SC425 d Column to Jambs with}'0 Fin Mead Bolts.Header Typ. t Head r and AC01324 Thru AGO 332 "acts ' RAl Sheeting Angle (2)}•0'FIn Jomb ub Jamb '•Girt Ithln earning is _ •Hola Location from face of Cea Feld Cut to Fit. Head Bolts provided when Framed Opening #1} Cold Form DJ_use 11' Attach H_ (Hot Rolled) (Cold Farm Shown, Hot Rolled JL @ JR_use 1 +Web Thickness with 2l Foalener Clip DH_(Cold Form) .'Hal Rolled Similar) Is to be paneled over. }' 1-14 z li-DP3 Jamh Sub Jamb See AC01323 / Jamb or Header Openlnq Width (Cold Farm Shown. Column e7 r- Zee/Cee Girt •'Zee/Cee Girt Zee Cee Gtrl _ (Cold Farm Shown, Opening Height Jamb/Sub Jamb Hot Rolled Similar) �, Hot Rolled Similar) (Cold Form Shown, CL751 dip e e I 61 F i CL751 Clip Hot Rolled Similar) (2)}•0 Bolts l Sae AC01323 CL751 dip ••Girt within opening •Q eJ L e O Typ.,at Girt c G� Zee Girt wg Opening Width (2)}'0 Bolts (z)}•d sotto om S Jamb Jamb Header to Jamb CL207 or PC29 JL_(Hot Relied) JR_ (Hot Rolled 1—' 7 Git 1' 1 to 1'-B• ) tb 1 Fastener 12A DJ_Cold Form DJ_(Cold Form) g O F 3 ( ) Mei eight ' 12-14 x 1'P.H.DP3 9 aI each end Sae AC01323 Girt Height J Finish floor L - Opening Wid'th�(I (2)}'0 Bolos Column ShaUe may Vary. I Heod•Bo�ts Field Drill e•0 Holes In GirtOpenings t (2)}'0 Bolts OpeningWidth SC425 GI Field Located Framed Openings p Jamb/Sub Jamb I Three Sided Framed Opening Sill _ - CL751 Clip .(Cold Form Shown, ••Girt wl;hin opening Is (Cold Form Shown, / - ) 1 Fastener 2A Cad Form JSham, Girt to Jamb Hot Rolled Similar () Ij'1 provided when Framed Opening SC425 Gil Hot Rolled Similar) ( O 12-14 z 1•P.H.DP3 is to be ponied over. p Hol Rolled Similar) p at Cold Farm Jamb Column Typ.al Header/Sill See AC01324 thru AC01332 - (1)Fastener R16 and AC01324 lhru AC01332 Jamb/Sub Jamb to Zee art . 12-24 x 11•P.H.OP5 Hader Rdlad) at Hot Roll Jamb or Column DH�CoId le".For Sill Height .S Jamb or - See AC01323 (2)}'0 FM - tr Column w Head Belts CL753 ill B' Zee/Cee Girt ••Zee Cee Got Zee Cee Girt i CL755 L/R at W (2)}•0 Bolts I I Jomb/Sub Jamb r u - / (z)}'0 Bolls CL757 L R.at 12' (Cold Form She—. . RAI Sheeting Angle 1 O'I 1r / Fleld Drill 0 Holee In Girl at �----� Field Cut to Fit. I _ Cold Form Jambe �I Field Located Framed 0 In O O I.° Slil to Jamb p°n gs Hot Rolled Similar) sc Attach to Welded Cllp e 1 CL751 dip Sae A001373 - mI Zee Cart I a a with(2)Fastener�1B L• OI Typ.of Girt - At Cold Form Jamb Jamb/Sub Jamb CL751 Clip o 6 }-14 x 1}'p13 -- - - (2)}'0 Fin Bolls at (Cold Form Shown, Girt CL751 Clip O sin Girt Three Sided Framed Opening. Hot Rolled Similar) Hel eight p Helghl a Zee Girt (I)Fastener df2A H_(Hot Rolled) .(2)}'0 Bolls al 1 g _ 12-14 z i'P.H.DP3 CL207 or PC29 - Jamb DH_(Cold corm) �^b _ Four Sided Framed Opening 3 (2)}'0 Bolts at Cold Form Jamb JL_(Hot Roiled) JR_(Hot Rolled) U Ill Anchor Rods O O Jomb/Sub Jamb I Field Drill 0 Holes In Girt al n a4 a (1)Fas;ener R12A ) _ .l Cold Form Shown, m Field Located Framed m (1)Fastener g16 816-to 1'-I 12-14 x I'P.H.DP3 OJ�Cold Form) DJ_(Coltl Form) _ - - f-----1 ( Openings 12-24 z 14'P.H.DP5 at each end J Finish Floor L I �• I I Hot Rolled Similar) yll M at Hot Roll Jamb or Column or Framing Mem er i 3 - }' G 4 _ See AC01323 21i Jamb/Sub Jamb to Zee Girt Z < O Opening Width thin AC01332 }'Base Plate an JL h JREl 0 pen g Hot Rolled Jambs Jomb/Sub Jamb to 7ae Girt LLI 2 W N Feur Sided Frame", I Jamb to Finish Floor V W Z U) a f = Bolted Clips-Framed Opening Connections AC01329 Bolted Clips-Framed Opening Connections `gC013.33 Pre-Assembled Walk Door �AC05142 Pre-Assembled Walk Door AC05143 Z Cold Form and Hot Rolled Cee-Jamb/Sub Jamb to Rafter Jul'11x00 Cold Form and Hot Rolled Cee-Framing Between Jambs Mar'14 02 With Bolted Clip Jamb Mar'15 01 With Bolted Clip Jamb INar'15 a 01 2 9 d e Factory and Field Located m E r Jamb/Sub Jamb SL 4 Flange Broce (Cold Form Shown, (2)}•0 Bolts Low Girt ❑❑ Flange Bmce Hot Roiled Similar) I"' C Ratter Rafter RAt Sheeting Angle CU51 alp Field Cut and Attach with Girt at 7'-4• (2)Faaener®12A 12-14 x 1•P.H.DP3 CL751 Clip }.z 5; '2 J O Z p at Cold Form Jamb and 'A' <U w e`1 1 (2)Fastener#16 12-24 z 1}•P.H.DP5 D(AC05143) O (2)}•0 Bolls _ w o 11 \t A a at Hol Rolled Jamb Girt _ < C Jamb (2)}•o Bolts ¢0 ZF `111 `11 ,,. 8,`•Thru 1'-I' Jamb U OJ U IOn O 1 1 1 (2)}'0 Bogs t 1 (2)}'m Bolts _ Section°B° Scale., NOT TO SCALE CL751 dip with Jamb (Sae ACO5142) Drown by. ESF 5/11/15 (2)}•0 Fln Head Bolts Section"A" PC60_Clip PC60_dip (Sae ACO5142) Checked by. RMA 5/11/15 (2)4'0 Bolb (2)4'0 Boils F'' Jamb/Sub Jamb Jamb 'CL753 at e' Project Engineer: O I a (Cold Form Shown, CL755L/R at 10' Hot Rolled Similar) 0e1011'B' CL757L/R at 12" Job Number: 14-B-82670 O O (AC05143) He B Fln Jamb/Sub Jomb Jamb/Sub Jomb RA Sheeting Angle Head Bolls J'0 Anchor (Cold Form Shown. (Cold Form Shown, a o Field Cut and Attach with Rods Sheet Number: R7 Of 13 Hat Relied Slmllar) Hot Relied Similar) p o J L o (a)Fastener d1B}-ta z t;• ,' Low Glrt ____ It" �, The engineer whose seal amb/sob Jamb to Reiter Jamb/Sub Jamb to Rafter i 3" appears hereon is an employee Field Cut 2'� for the manufacturer for the It 2 Thru 12;12 Roof Slope 0.12 thru 12:12 Roof Slope Girt materials described herein. Said (Cee to Downhill Side) (Cee lu uphill Side) r-Ili Thru 1'-8 Detail"A" seal or certification is limited Roster- ti Jamb to Finished Floor to the products designed and JI u (See ACO5142) manufactured by manufacturer ineer CL751 dip with 3 not the overall undersigned engineer of Is NI (2)'}•0 Fin Head Boils Jamb S(door b Jamb record for this project. ---- -------- - - Jomb/Sub Jamb Dstall'A' tory attached to }'di..Anchors(See ACO5110) frame)(Cold Form Shown, LL_ (AC05143) 'OHot Rolled Similar) Door FromeORSTIE EHSITA Girt Attached with}•0 BoltO O8' Dow Width 8' el Line Jamb/Sub Jamb(Cold Form Shawn, PC60_Clip Hot Rolled S;milarjoor Widlh 8 Greater Than 1'-8' III ......._....... ...-...._.._. .. ...................._ ... ... ....... ..._ _ .. ... .. .......... ... ... ... .. ... ............ .... .....,.__... _ ............. _ ..._.-._._-,..Y��__......__.._...�.__.__.._�......_.v..�._- -...._..._ _--__-_ .__..__.__.__.. - o BASE ANGLE BasE ANGLE - 7 BASE ANGLE GENERAL NOTES BA 11 (10'-0) BA 11 (10'-0) , BA71(lo'-o) . BAi2(2d-o) BAI2(20'-0) BA72-(2o=D) - - 1. THE BASE ANGLE IS AN OPTIONAL,BASE CONDITION Co -- STRUCTURAL . -- " THAT DOES NOT HAVE TO BE CAST-IN-PLACE. d SCREW STRUCTURAL - - AN 0'-0 OR 20'-0 'i 2. BASE ANGLE IS SUPPLIED IN 1 SCREW 1 _ LENGTHS. MODIFICATIONS SUCH AS CUTTING AT SHEETING COLUMNS OR OPENINGS, ARE TO BE HANDLED IN CLIP CL207 _ (O 0OR PC29_ J OO OO OO THE FIELD. 3. A CONCRETE NOTCH IS OPTIONAL WITH BASE ANGLE. (REFER TO APPROPRIATE ANCHOR BOLT LAYOUT.) O O O 0 O O O O 4. BASE ANCHORING FASTENERS ARE NOT FURNISHED h _ ` 8Y BLDG. MFGR. BUILDING SYSTEMS. y H y W -- `+ �+ k+ - - BASE ANGLE o; Ru J ':' - NOTE: Oa BASE ANGLE BASE ANCHOR C 'r.c`•.''--Y' BASE ANCHOR Q e J - BASE ANCHOR - Q FIELD CUT Q - - (FIELD CUT) w Q - AT 3'-0 O.C. W R :::r, ( ) AT J'-0 O.C. �+ AT 3'-O.O.C. - 3 - 3 •'�`'''.-.- "0 ANCHOR RODS NOT BY BLDG. MFGR. AT 3'-0 w W - -- - - - ( ) -- - _ --- - -- = - - RESIST - H DESIGN TO-- -- PACING ARE ASSUMED IN THE 0 a: S - - - - o - - __ -- :Iu _ - _ _ - ___n - - MEMBERS. ALTERNATE 01 BASE- - _ WA PANEL LOADING AT B- WALL.............. - - _ - _ - -- - ATTACHMENT OF WALL - -- - FASTENERS USED FOR H 0 0 - FASTENE MAY BE U NDWi CONCRETE, IN LIEU OF "O - E ALL'- PANEL BA;,E MEMBER TO ENDWALL ENDWALL E SHEETING STRUCTURAL BASE ANGLE STRUCTURAL BASE ANGLE BASE ANGLE ANCHOR RODS AT 3'-0 SPACING AS SHOWN CLIP PC31- SCREW BA11 (10,-0) SCREW BA11 (10'-0) GIRT DEPTH 6A71(10'-0) ELSEWHERE ON THIS DRAWING, UNDER THE FOLLOWING BA12(20'-0) BA 12(20'-O) .. - BA72(20'-0) CONDITIONS: m CORNER BASE DETAIL CORNER BASE DETAIL CORNER BASE DETAIL _ o° WITH FLUSH COLLMNS WITH 1"INSET COLUMN - WITH BY-PASS GIRTS. 1-. HILTI LOW VELOCITY POWER FASTENER (X-DNI) WITH 0.145"0 SHANK AND 1j" MINIMUM CONCRETE EMBEDMENT, IN 2,000 PSI, S BASE ANGLE BASE ANGLE BASE ANGLE - - _ MINIMUM CONCRETE, SPACED A MAXIMUM OF 1'-0 APART. BAN (10--0) BA n (10'-0) BA 17 (10'-0) .(ICC-ES EVALUATION REPORTS ESR-1663) BA12(20'-0) BA72(20'-0) = Ba12(20'-0) 2. RAMSET POWER DRIVEN FASTENERS (1500 AND 1600 W) WITH A 0.145"0 SHANK AND 1 " MINIMUM CONCRETE EMBEDMENT, IN 2,000 Q :::;:;e;::: 3 PSI MINIMUM CONCRETE SPACED A MAXIMUM OF 1'-0 APART. STRUCTURAL STRUCTURAL STRUCTURAL - a � o c SCREW SCREW SCREW o (16C-ES EVALUATION REPORTS ESR-1799) Q SHEE77NG ¢ SHEETING SHEE77NG 3. OR USE OTHER EQUIVALENT FASTENER AND SPACING 2 W .O. O CLIP PC22_ y ..� 0 CLIP PC22_ ' -_- O O CUP PC22_ 'CAPABLE OF RESISTING MINIMUM ASD DESIGN LOADS OF = o z g z 150.LBS PULLOUT AND 250 LBS SHEAR PER LINEAL U) BASE ANCHOR ¢ BASE ANCHOR ¢ _ BASE ANCHOR FOOT OF BASE MEMBER. o - AT 3'-O O.C. —� - AT '-OO.C. W W i AT 3' O O.C. 3 O . U) F � s Z?'i3> h � �n ...x.....•.. .. DOES NOT o W y W n 4. CONCRETE IS NOT CRACKED AND SPALLING E 0 2 1. w W to W K A FATHER. W OCC UR T THE FASTENER. w Q - - } z I F- z- tt[. V)TH I US �x T X LUDE E R E a_._.._....._..._...._....__........... �:::s::>;<::::::::>:: ,. .:..:.;.>..:... fig:<' iz"': 5. LOCAL CODES DO NO E C ENOWALL END WA ENOWALL - U1 5 n a SHEETING -STRUCTURAL BASE ANGCE SHEETING L�A757RUCTURAL BASE ANGLE - GIRT DEPTH BASE ANGLE CLIP PC31_ A' SCREW BA/1 (70'-0) CLIP PC29_(SHOWN) "A" SCREW BA11 (10'-O) SHEETING A- STRUCTURAL BA11 (ID'-O) D^ BA 12(20'-0) OR CLIP PC31_ D BA72(20'-0) CLIP CL207(SHOWN), D SCREW BAI2(2d-0 _ Z FIELD CUT TOP PC29,OR CLIP PC31 - 0 AND BOTTOM FLG. FIELD CUT TOP "'I o CORNER BASE DETAIL CORNER BASE DETAIL AND BOTTOM FLC. CORNER BASF'DETAIL - OF CLIP PG29_ OF CL207 OR PC29_ WITH BY-PASS GIRTS WITH FLUSH COLLMNS AND BEND W/TH 1"INSET COLUMN AND BEND - - - m a 3 � a � N s ❑ ❑ O O �zei Z ra w woo H Soo ow 3 O O BASE ANCHOR O O BASE ANCHOR BASE ANCHOR Scale: NOT F SCALE o_ Drawn by. EBF 5/11/15 A - D.C. AT 3'-0 O.C. .T 3' 0 .0 AT 3' O O.C. W O Checked by. RMA 5 11 15 O O - - - - - - Project Engineer:.0 - Pro e t :::........ ..... ..........._............ ..._.......................... ! - - --- - - Job Number: 4-B-B 70 J 1 26 Sheet Number: R8 of 13 SHEETING CLIP STRUCTURAL BASE ANGLE SHEETING CLIP STRUCTURAL BASE ANGLE BASE ANGLE CL292 AT ENOWALL SCREW AT BA 1I (10'-0) CL207 SCREW AT BA11 (10'-0) BA71 (10'-0) The engineer whose seal PC30_AT SIDE91ALL EACH END 6AI2(20'-0) EACH END BA 12(20'-0) - BA12(20'-O) appears hereon is an employee for the manufacturer for the COLUMN BASE DETAIL COLUMN BASE DETAIL COLUMN BASE DETAIL materials described herein. Said seal or certification Is limited WITH FLUSH COLUMNS WITH I" COLUMN INSET WITH BY-PASS GIRTS to the products designed and manufactured by manufacturer only.The undersigned engineer Is not the overall engineer of . STEELLINE (2)STRUCTURAL record for this project. BASE ANCHOR BASE ANGLE 4 SCREWS - AT 3'-0 O.C. BASE ANCHOR BASE ANCHOR RAI' 00'-0) 2 AT 3'-O O.C. AT 3'-0 O.0 8AI2(20--0) BASE ANCHOR SHEE77NG . AT 3'-O O.C. CLIP PC22_ onsnc wsru MASONRY ANCHOR (NOT BY BLDG. MFGR.) BASE ANGLE BASE ANGLE BASE ANGLE NOT BY BLDG. MFGR. ri 6A71(10'-0) BAIT(10'-0) BAIL (10'-0) SHEETING CLIP BA12(20'-0) O BA12'(20'-0) BA72(20'20) SHEE77NG (SHOWN), PC29 OR PC31 O m � _ c LESS THAN 4" VARIES DETAIL AT FRAMED OPENING JAMB DETAIL AT FACTORY ASSEMBLED DETAIL AT PACKAGED KD" CROSS SECTION SECT70N 'A" SWING DOOR JAMB SWING DOOR JAMB BASE ANGLE 70.12.14 INSTALLATION THIS PAGE IS FOR REFERENCE ONLY DETAILS 1/12/I2 'a AVP/PBA Wall Panel PA05002 AVP/PBA Wall Panel �PA05004 AVP/PBA Wall Panel Panel Side Lap Mar'14 02 Fastener Location fAar'14 04 Base Angle Without Panel Recess ou 1a o0 m Membe 12" Screws - Building side a de//21 Sheeting hl 1 Direction - Bose Mgle O Extended_eg / RA1 Fastener/12A --/7\- 12-14 x 1"Paneoke SO W/O Washer Refer to PA05004 AVP/PBA Wall Panel (3)Per Bose Trim ' Far Screw Type d:spocng - sheeting Direction Fastener/17A , CORRECT .,1e�% i20 o:c.IF so w/waener _ I--, Concrete Fastener Building Side ChDWgr t 2 Optional Foam Ciowre i'a Minimum - a Ut ciT7 J7„Y,rgJ� HW464 5'-0 O.C.Moat— p COO 5tr (Nat by Metal Building Mir.) R�6 O@/ s Refer to PA05004 sc For Screw Type dt Spccing Nole At Base Trim Base Trim - I tended Leg Fastener #17A see Erection 12-14 x 1i"SO W/Washer Drawings ., sheeting Direction WRONG F406 { o Nate az a 3 F c Fastener �t4A - ' }-14 x b"SO W/Wmher F407 se tl OEi V-6 o.c. I � 2 a El00 F408 J LLJ `u¢ z \ U) m= z Cl) o.Q. x PBR Roof Panel Fastener GPR00011 PBR Panel UPRU4016 PBR Panel �PR06003 PBR Panel dPR06004 Fixed Ridge Detail °"' Fixed Ridge Detail Nov'14 02 p °_ and Tape Sealant.Location Dec'12e60 Side Lap and End Lap Details Nov Y4�03 0 Nov.'14 02 o 0 sne.Nhg Do-eetlan m .E 12' 12" 12' Fastener/4 v Faale-er/ Q-14 x V LL SD w/Wa:her � ° I` 9 1/2' 1 9 1/2' �{ 9 1/2- SDI W/V:asIL Prevailing Wind t 1'-B"O.C. I� II ( i� i'_A'O.C. Tape Seoler'1'z a1j ~ ¢ ❑ ❑ 2 1/ 2 1/ -[1/2" Tape pe_ler _ HW507 Z f1 - Hwsc� i=o z o (64. )Fastener µ •/ y w o N Sheeting Direction See'CPR04016" SECTION THRU PANEL SIDELAP w/wudlr t t Ole Foemee I xz� c Ridge Cap U U O + All Roof Members Except As Noted Below t Scale: NOT TO SCALE 01. zFamM RMye cap Drawn by. EBF -5/11/15 Sheetln Two Continuous Layers Fmtmer/3 Faslmer/3 12' 12" 12" g Direction Tape Sealer f'x 12-14 a 11'LL 4'+/- rL sym- lz-H x Q LL Checked by. RMA 5/11/15 HW507 SD w/waa er 1 sD w/waanrr Fastener/3 1 Project Engineer 2 1/2' I T 5' T 5' T I 2 1/2' 12-14.13'LL f SD W/Washer 1 i Ro�oi Pain Job Number. 14-9-82670 ct -7'-5'O.C. __-___ pB 1 I I 1 a,Ny - -- Sheet Number: R9-of 13 �1a:g"u7 - The engineer whose seal SSo W w-her West. /' Purlln Ht5506 appears hereon is on employee 1 t 1'-e"O.C. for the manufacturer for the Sheeting Direction See"13PRO016" materials described herein. Said .PRR. Peak RWins Peak Purth seal or certification Is limited At Eove Strut,Panel End Lao.and Peak Puffin I Root Pond to the products esigned and manufactured bydmanufacturer oniy.The undersigned engineer is Tape seder Nw506 not the overall engineer of record for this project. -' PANEL ENDLAP DETAIL E.-Strut ' - ORSTE ENST2A Note: Screw Patterns Shown a'pi—of Tape Sealer - S.U" U.L.90 Requirements (Overlay Tap.Sealer an Inside Closure HW455 y For Royal Closure by o fie"M'nim,m) with Tape Sealer I"z A, ' HW506 top and bottom Eave Trim (When required,may requee attachment - PANEL SIDELAP DETAIL before Installing Root Panel,) AT LOW EAVE I �w PBR Panel GPRO5001 PBR Panel-Standard and Standard Large PRO5002 PBR Roof CPR05010 PBR Roof Panel-Standard and Standard Large PR04006 Peak Box Nov'14 03 Cascading Rake Trim-Sheeted Wall Nov'1 01 Rake Trim End Lap Installation"14"Wall Panel Nov'14 n02 Low Eave Rake Corner with Flat Eave Trim•14"Wall Panel Mar-14 01 Fastener @4 m5, _ }7'14 x(i LL 5D W/Wa°hw 3"O.C.max.(Trim Color, Fastener®4 - far placement see detoge .. 1-14 x="LL SO W/Washer below) Fosterer y4 (1)Required at top far all }"-14 It J'LL SD W/Wosher profit-(Trim Color) at 1'-0 O.C. (3)FoatmW µ Fastener BI7A Fastener B4 I/4-14 x 1/6' 12-14 x 1}"SD W/Wosher }-14 x b"LL (Rde to Peak Ben) ' Tope Sealer HW506 (1)Per Conn.Al Each Pullin SO /Wa hdr o y4 Roke Trim Standard 1 (shown) Roof Panel °ern 11 Fast x�"LL Trim Color) - Fastener Standardd L L.arge F1581 SO W her N tilde Irian Pad(Spa RA.Ink, ' I Fastener#14 '-O 4 I ( ae z 1b" ( OC Trim Color) 0 O o Rake Angle }"bead of Tube Sealant �oP 2.O.C.max. 0 . 7A _ RA1 i to overlap Tape Seater (Fro.placement _ Y7 1• see detaes below) 12-14 x 1}•Foalenw 5p W/Washar n flatXave Trim Pullin Y1355. Faslener 04 - Tape Sealer N1F06 1/F14 s 71W LL SO W/wesDw at 1•-o 0.0 1 }•bead Pod Pond JI.R e Trim Tube Sealant / m Rake FSlide 2 F215 Roof Pone] / Endwall Panel Rake kgle Rake Trim Field Cut leg flush (varies,PBR shown) Rake Trim (Proflle varles,Standard End Cop with Comer TO. Rake Trim Pell Ben Outside Panel ClosureOutside Panel Closure. F1516 shown) p (Seel— Orga HW456(room)al PBRHW456(Foam)-PER Backside Weer of Lap F2379L(grown) When required F1516(S $ Fastmw/17A F1518(Shown) for Pieu Y-M1e) - 12-14 x 1 1 4'SOW oshw - (See GPRO5005) (See GPRO5005) F2379R(Oppmile) � - Standard 1 ome L / /YI required ired at ®14 (9)Fastener At4 (7)Fa'':tt Q14 (10)Fastener 814 End HW429/HW429A(Metal) PBRHW429/tIW429A(Metal) PBR requred of lap required at lap requred at lop required of lop Apply'TUDa Sealant Stmderd ftaka fl581 (See PW05015) (See PW05075) of tabs. F7502L Shown Fast—14A - F stme 84 Fastener®4 Fastener @4 (Shown) Fosterer#14 1/4-14.7/B'SD W/Nashar hide Pond Oomre HW460 at PBUHW460 at PBU 14 z 14 x LL F1502R(Opposite) at nrA pond nD ap l0 4:12 RS HW465 at AVP/PBA/ HW465 at AM/P6A/ Fastener y4 U W rhLL }-14 x j"LL SO W/We her 9e - - VislaahadowVlaloshodow }-14 LL M;°a w Sp W her Stantlard Lar Rake Y00.C.max. - }' /Was F1565L(grown) Faslener p4A Fost ( W/W°sher (4)Read of Lap (4)Req'd al Lap (4)Rey'd at Lap F1565R(Opposite) (5)al Standard(Shown) }-74 x a'SD 14/Washer }-14 x a"SD W/Washer (4)Req'd al Lop Apply Tube Sealant at tabs. (8)at Standard Large of 1-0 O.C. ARemale(Sliding) at i-0 O.C. Slandard(Fixed) Far roof he greater than 1DO' - ae u r'� s, u For roof runs 100'w less m j O u $ J up co Hwhhg pe may vary dependent upon project ado,. Standard Standard Large Northern Narlhem Large W 2 er Allameet as Vuelralad are apolmEle I..,a,all0es l pro F1516 F1581 FI667 F7755 d CO to 4 a x G000004 eners as G000009 Po Ft C7 0 PER Roof CPR00001 PBR Roof Perimeter Trim Reference PR00008 ._ --::Perimeter-Trim-Reference oM .08 'M.r 26 RW z O -Standard r'14-02 Trim Fastener-and Sealants Dec'1406 Various Fasteners 5ec'14" a Q � � r FWstener q17 Fastener p38 Fastener#268 FASTENER �271 F15TENER N24 FASTENER �228 o ° II iz 'x i" 1/4 x 7/8"LOP TEN 12-14 x/7/8'Standoff 5/16"Hexx Woshw Head 5/16"16"Hex Washer Hend Long Life /Washer 5/16'Hex Washer Head Of 11 Gutter Gutter Lap Gutter Cap Expansion Cover Gutter CI]p w/Washer 1— Q ^., F1308 2•Lop F1309 F13iD/F1311 F893 SCULPTURED EAVE EAVE TRIM LAP EAVE TRIM CAP C.—ventwi Rid" Yelal a°wre •--If""" � M „ F.— µ t// ♦-F 'rue-s-aml 11'rw.aMwt le)F ,.nr n4 (R)Fwtmr µ F143a 2'LAP F1435 HW4a10 HWIa1f Iggl,(lfy■''''' Z VI m w/wOaiw (la)r ;; P4 ern (9)F.-C- 114 m,,, x� 7-. r-p ae w can , can so 'ems Ree,edw -,P4A (e)F-d-w./11 (pe)rartww µ4 fa'r..emr N (41 Fwtww P 8-18 z 1/2- 8 x 5/8" 10 z 1/2" J F Z ° Rm taw (i)Fwtwn N °�o'o.c. 34•NM S.aanL •taro 5.awt a 1' LL%2 w 1 Trim Screw Nlbbed Driller Grommet Washer Fastener 268SSBX Fastener 12Ata u se ro ern (2)led—µ 1-t4 x t (1)FmMr/�i�u.r d C LL SD w/eba,w LL Sp W/we a \ O .[ Rw,caw Noel uan tr 12-14 x 1 7/8'Standoff 12-14 x 1•DP3 v,S i� to -Q� 'rd,n row 21 T..u°"¢ Stainless Steel Cop Pancake Head 5/16'Hex wsher Head FASTENER N74 FASTENER;14A FASTENER 226 U S O Washer Scale: NOT TO SCALE a,.__�l� Drown by. EBF 5/11/15' a' Rake Roke lap Rake Cap Peak Be. U ` °� Checked by. RMA 5/11 15 3 F1516 2•Lop F2379/FI602 F1319 E.,an..Rage rd,n Rldq.aoew. not Ea.r Tra, meta.Gawre —was aloewe Project Engineer: l4)Fo.t.,w-µ1 (12)m F-nw µ F]5 F6)9 W5 w56 Fatener d55 Fasten #70 Fastener#1420) (1) Job Number: 14-8-82670 w+1/4-t•.F t/4-u.F /�w.i (�)rw,.,/w'H+ Fe u m w/w.lm r uw tauwq t s.d-„t 12-24 x 1 1/4'DPS 12-24 z 1 1/2'DPS 1/4"-14 x 1 1/2• 1/B"x 3/16• 1/8'x 3/8" 3/16"x 9/16" �wnw (12)I's--�µ 5/16"Hex Washer Head 5/16"Hex Washer Heed 5/16"Hex Washer Head Pop RNeI Pop RNeI Ciosed End Rivet ,w, w /�,..r z n,-.s,s•a c (z)n1 Pw lap o w -a,w Tdra ca°, 0e)F--tenser F.F1•.y r�w/m.nor n4 a'-o•o.c t../mar- Stainless Steel Stainless Steel /w n.+t=o�a1../ao.,. Sheet Number: R70 of 13 The engineer whose seal r� � ee rear s.e..,t - w R` FASTENER 843 FASTENER 43L FASTENER HW399 appears hereon is manufacturer employee Re4e N54 EBS moterals describefor the d herein. Said seal or certification is limited Highalde Highakfe lap Outside Come• Inside Comer - - to the ctproducts designed ned and Fastener 1p76 Fastener®61 Fastener p1B manufactured by manufacturer 3 F1901 2'Lap Right cs Shown Field Work Par°yet Rake Roke 911.Tdm Ridge Cap Parapet High Slde Dank-up PI°Io only.The undersigned engineer is sun.s--rw,t •nos.— .ern,.1-1 Lm9lWdln°1 Rldge 12-14 x 2" 12-14 x 1 1/4' 1/4"-14 x 1 1/4" not the overall engineer of ao e/nc: M))roawr p- (A Fedwr/r- O)Faan.P• FB52 Fite r52 n95 wNa99e 5/16'Hex Washer Head 5/16"Hex Washer Head 5/1s'Hex wpanw Head record for this ro ect. (�r-aww n lay twin.0 Ise F-.,.:..n P 1 9•, F .-F //i. r n•*'.u :'< e,w,xµA}t..r 1,• F4 - L.T.P.Member Screw L.T.P.Member Screw(Long Life) #6 x 1"Rubber Grommet m /w w�c-pw m w�9.r �c11 ...F Sa ('2) �fn.r'N (q)Fodmr M e ea-a•Les, w u sw err tr-C roaG m der (7)Fu mi/µwwM�-F 1/4"-14 x 1 1/4" 1/4'-14 x 1//4' 1/4'Hex Head w/Washer _rnn am n (e)ro.�r µ H♦.F a1�I ^` 5/16'Hex Washer Head 5/16'Hex Woshw Head 1 1/8"O.D.Washer w/1 /8'O.D.Washer �\ w/wegw trot µ •-i w/ t �\� err taw DRSTE FRSTlA ��\\�� to•0•arc.TNn Cdw 4"^� P x9ss Rd. wlty Gutter wlln wile, w.x Fastener ate Fastmw/a6 FASTENER k44 FASTENER 44L FASTENER N35 rpe' WS Inside Corner Ouleitle Corner Inside Comer 12-24 1)' Pancake SD DP5 1/4-14 x 5/8' Type B Field Work Field Wwk Field Work W/0 Washer Long Lila 5/16'Hex Washer Head w/Washer te'Tue.Se-loot 6'Tun._;1. 6'TUM S.c:c+'( (�a) •ln• (tx) F4 ��u� w Nor w I U I`..Yll(�{{NM--1' L.T.P.Stitch Serer LT.P.Stitch Screw(Long Lila) p14 x 1 1/8'O.D. 1/4--14 x 7/8' 1/4"-14 x 7/8" Bonded washer 5/16"Hex Woshe Head 5/16"Hax Washer Hsad w/1 1/e'o.D.waaner w/1 1/e O.D.Waenar 1 PBR,PBU,AVP,PBA,VistaShadow G000006 AVP 1 PBA Wall Panel•Walk Door&Glass Front Walk Door PA09022 AVP I PBA Wall Panel-Walk Door&Glass-Front Walk Door PA09023 AVP I PBA Wall Panel-Walk Door&Glass-Front Walk Door PA09024 Panel Fasteners Oct'14 05 Trim Installation With Field Notch Panel at Head Trim'' Ma '14 02 Field Notch Panel at Head Trim Mar'13 01 Trim Installation With Field Notch and Bend Tabs at Head Trim Ma '14 03 Wall Fastenero Roof Festenen Optional Roof We Fastener Note: Trim Inata9atlon can be done by Fleid Notch Panel shown on PA09D22&PA09023 tl9Le; Trim Installotlon.eon be.dona by Field Notch Pond shown on PAW022&PAD902J m. Lang Roof FlistimlatWall) Stainless Steel Cap Nate: Trim Installation can be done by Fleid N tch Panel as shown PA09D22&PA090T3 Life 0R.Wth Field Notch and Bend Tab°al Head Trim as shown on PA09024.&PA09025. pg with Field Notch and Bend Tabs al Head Trim ae shown on PA09024&PA09025. !ffi with Field Notch and Bend Tobe of Head Trim as shown on PA09024&PA09025. Member Screw Member S ma Member Screw § AA n ' Fastener 817A Fastener ty3w Fastener N3SSBX e° Door Width+61' +V-6 for each SideLlte a Dow Width+61' +V-6 for each SldeUte) 12-14 z 11' 12-14 x 11' 12-14 x 1}' a I}• Door Width+3}'(+V-6 for each Wall.) I}' b u 3 1}' Door Width+31'(+V-6 far each SldeUte) 11' Hex/ or HeadHead f}'Hez/asher Head I}'Hex Washer Head See PA09023 See PAO9D25 os washer w/washer oo i ii'2 &PA09027 _ &PA09027 w 1 Door Width+3}' _ ;i3 m 3 s (+V-6/« ch SldeUte) 1} n 3 0 Do«Width+3}' Door width —————— •4 Head Trim F407 (+1'-6 1«each SideLite) 1}� (+I'-fi f each Warta) 13 � � Field notch Panel Head Trim F481 Field Notch and a, Member Screw Member Screw Member Screw See I Door width t Head Tim See" I Bend If Tab Optional 0 lion I Optional I PA09030 (+7'-6 for each SldeUte) 1}' _ PA09030 a behind Jamb Fastener y17B Fastener y3A Fastenr®3ASSBX I or PA09032 a I L-111-111 �. £ L t...; - «PfA9032 Trm.astene` c with Fastener ! 0@t4 R x rid'12-14 x 1} 12-14 Y 1}' 12-14 x 1}' �+ Fasten«Q74A}'x a' Po Rivet.See `� Fastener/14A}'x i' y° iT Pr�'Hev/asher HeaE ` �'Hex Washer Heo>� Hav Washer Heod Pop Rivet at 20"O.C. - L Pop Rivet at 20'O.C. PA09025Torasher w/washer wI.osher o° 3 ` '� r c dela0aa '✓«,1't'f 3 oa•,I �' I I '---- ----- --1 t 'n -_ I }'Bead f HW54_Tube Coulkln Bead o1 MW54_Tube Caulking 1 �'- C Ik th 1 s a from Header to Floor cation) I from Header to Flo«(sea section). Hoed Trim F481 I o �) literInstallation. �s (sees Sea PA09027 1 '-r 1 s k4e,r Sri. m p W Member Spew Member Screw Me ber Screw q a Jamb Trim F482 Jamb Trim F482 for Jamb Trim j o 3 1 S -0C}4 Jamb Trim F482 Jamb Trim F482 a Optional Optlanal Opll I fi or Optional F484 «Optional F484 field cut detail i G Y o I I 1 �': L n a I or Optional F484 or Optional F484 0 Fastener g28 Fastener y58 Fastener p272S58%. fi I I I 1 �'.ky 12-14 x 2' 12 z 2' 12-24 x 2'OP5 I Q I Jamb Tdm F482 1 - •'e t '•� ? rid'He. °har Head r)•'Hez Washer Head (A'Hez We her Mead See or OP tonal F484 1 .!S I I ":a A _ - Sea N asher w/washer w/washer I PA09029 I ,,,,, , �' 's�."' I PA09029 I •S ,E or PA09031 1 ^ or PA09031 �If� I I 1 Field cut Penal IY Fastener 04A}'x it Flnhh now Una I Pop Rivet t 20'O.C. Finish Floor Lino W Stitch Screw stitch screw cHt�ew _ s toe Fastener M4A Fastener W4 Fastener#4SS8X 1}' Dow Widen(+V-6 far each Sidalle) 1}' .. lt'. ..or Width(+V-6 for each Sidaute) 1>Y o �•He Washer Head H Wash Head ft14 her Heod } ( ) N°le: panel position Is shown with Panty Rib Do«Width+3}'(+1'-6 for each BldaUle) 3d -w/washer w/washer w/washer Door Width+3' +1'-6 foreoch Side a 5 ~ slarllnq 6'from Steel Une and Door on 1'-0 yy U u Note. All trio Is to be module.Lototion f Panel Rib may wry eosur V� Note, All trlm is to be N429�Fleid meos re Door Width and Ins.5.11.BEFORE ed to aspen ding on the Door width and location. Al-Note: l trim Is to be M4igh field m e Door Width and Cn E J nstalletl BEFORE blanket Helghl before making geltl cuts and Insulation Is applied to walls Field m e belore culling Panel end Trlm. Inslallad BEFORE blanket Height before making field tuts and o ❑ Insulation Is applied to walls. adjust cut dimension cordingly. Insulation Is opPlletl to walls. ad)usl cut dlmanslons°cordingly. UJ ?W m U) m 2 AVPIPBA Wall Panel AVPIPBA Wall Panel `"•pA09030 C� g AVRI P_BA_Wall:Panel-Walk Door&,Glass-Front Walk Door �pA09025 AVP LPBA Wall.Panel-.Walk Door&Glass-Front Walk Door �PA09027 �PA0.9029 Pre-Assembled Walk Door and Glass-Front Walk Door Pre-Assembled Walk Door and Glass-Front Walk Door Z $ Field Notch and Bend Tabs at Head Trim Mar'13 01 Jamb Trim Field Cut Details Mar'13 x 01 Jamb Trim Installation War'15 03 Head Trim Installation Mar'15 U3 0 t19is Trim Installation cal be done by Field Notch Panel as shown on PA09022&PA09023 I I D$with rield Notch and Bend Tabs at Head Trim as shown on PA09024&PA09025. m •E Q Door Width+6}'(+V-6 for each SideLite) AVP/PBA Wall Panel Glrl Q 1}' ..or Width+3}"(+1'-6 for each SideLlte) 1}" Fastener 417A (n ❑ ❑ r Factory attached 12-14 1} I dl 0,'.lan°I Jamb Trim F4fi4 Jamb Trim F482 SDW/W.aher Z fit ,•�, Too View Too New H4- Sub-Jamb at 1'-0 O.C. F Z O Head Trim F481 I y}• Urethane Tube Sealant o I Fastener @14A - m �o 'YCV'7I }"p Bead Header to Flo« o '�•m x d'Pop Rivet ss E .e _ } 3} } _ ii at 1'-8'D.C. N S z� p 0 o Fastener y14A}70 z a"Pap ,Soo 0 ant slew ` Field Cut and Remove Rival Ss at 1'-e'O.C. c j U U O See End Cut Detail - E^d View '-° Scale: NOT TO SCALE 1}" Opening Width Note; All tram Is to be 3 3 u I I Not Doublb Sided Mfg) Pr°fileWalk oor Jamb 3'wplk..or ( Y 9 9) (Profile may vary) 3" Drawn by. EBF 5/11/15 1not cut or Installed BEFCRE blanket "� I 2'GI...-Front Door emove back leg !nsulalion'Is appose to woos Blanket losmotton Checked by. RMA 5/11/15 Tt"� Walk Daor HeaderProject Engineer: Bend 14"90 Tab Nota; ppneI position Is shown with Panel RIb Cut and rem ve .Head Trim F481 (Profile may vary)down 90 Degrees t,thq 6'from Steel Line and Door on 1'- remainder of ofront fold ✓ob Number• 14-8-82670 dule.Location f Par.e!Rb maY vary depending on the Door lvtllh end location. _Field cu _ _ r of _ Sheet Number: R71 of 13 and Remove Field m as a before catt^.g P net and Trim. °0 3 End CN Oeloil ur Field cut wan Penal The engineer whose seal (Viewed from too or Head Trim) Door Width+34" Side View vl Heod Trim AVP/PBA Wall Panel s` _o o appears hereon 15 on employee 3°O'� for the manufacturer for the } (+t'-6 for each SmeLRe) 1 Door width 3 ^'n j materials described herein. Sold Dow width+3' N9at Terminate Blanket b Tri lion (+i'-6 for each SideLlte) 1}- Door Wdth ao 3 al capillary lip of Jamb Trim 1f)' (+'V-6 for each SideLite) ! I ted Dow width (+V-6 for each Sld.R.) tt' u ^� - to theseal y products certification land +I'-6 for each SideLlte 1 _ Field gotten Trim leg when r,q,lr,d Door width+3 ^1 ( ) }' s v_ }' S manufactured by manufacturer Field Notch and Bend Tab 1} ^•^ (+1'-6 for each SideLite) only.The undersigned engineer Is '} —t_ 4 ki1 Jamb Trim F462(shown) behind Jamb Trim.Attach with i not the overall engineer of Fastener M14}'z{}'Pop Rivet A 4 or Optional Jamb Tim F484 record for this project. Finish now Line Head Trim F481 , o III II 1 t Mish Floor Une DR9T1E EN6T2A 1 1 See PA09027 for Jamb 1 Trim field cut detail 3 III II I � � Optional Jamb - I Side Yew et Snl Trlm Trim F484 Profile Jamb Trim F482 I 3'� Note• Panel position Is shown with Panel fla «o tlonm F464 ! ^ Y iII II i Viz`_ ,lamb Trim F482 and starun s'from Sleet Line end Door on t'-o p 1 G o I es 9 Nate: All trim b to be I 1 _ �II •�!?v:^ e'- Nole: Field me ore Do Helgnt belore Optional Jamb Tr'm F484 N le;All trim la to De module.Location f Panel Rib may vary InstaOed BEFORE blanket Fastener 14A ,,, making field cuts and adjust cut dimensions Front Yew Installed BEFORE blanket depending on-the Door width and location. Insulollon la applied to walls. d } v ea field cut Pone) accordingly so that Jamb Trim fits to Mead Right Jamb Trim as shown insulation la applied to walls Field measure before cutting Panel and Trim. j Pap Rivet al 20'O.C. 7 Trim&at 11"beta.Finish Floor Una. Left Jamb Trim opposite hand AVP/PBA Wall Panel•Three Sided Framed Opening wPA07022 AVP I PBA Wall Panel-Three Sided Framed Opening. PA07023 AVP I PBA Wall Panel-Three Sided Framed Opening PA07024 AVP I PBA Wall Panel-Three Sided Framed Opening Trim Installation with Field Notch Panel at Head Trim Se '14 e04 Field Notch Panel at Head Trim Se '14"04 Trim Installation with.Field Notch and Bend Tabs at Head Trim Se '14 04 Field Notch and Bend Tabs at Head Trim Se '14 04 Nnte: Tnm Inatallallon can De don,by field Notch Panel as shown an PA07022&PA07023 N°te: Trim Inalallatlon can Da done by Field Notch Panel oa shown on P.A07022 @ PA07023 Ngta Trbn Instagatbn can bo done by Fldd Notch Panel os shown on PA07022 dt PA07023 — Trlm InatollaUon can be don by Field N ich Panel as shown on PA07022&PA07023 m� pg with Field Notch and fiend Tabs al Head Trim as shown on PA07024&PA07025. gg r]tn Flefd Notch and Bend Tabs al Head Trim ao shown an PA07024&PAO7025. 4a with Fldd Noteh and Band Taira at Heed Trim ae shown on PA07024&PA07025. Og with Fld0 Notch and eentl Tabs al Head Trim ae mown on PA07024&PA07025, Opening Width+6'(+2'Lap when req'd) Opening Width+6'(+2'Lop when regd) Opening Width+6'(+2'Lap when req'd) Opening Width+6-(+2-Lap when regd) Field Ct •Note• Field measure 3' opening Width 3' and Remove Opening Width+3' •OPening Width+3' Opening Width and 1 -Opening Width 1} cut Head Trim to See PA07023 Head Trim F481 - - • I} - OpeningWidth 1} -Field Cut required length. See PA07025 Remainder and &PA07o27 I &PA07027 Remove Head Trim F481 e e I a ' Front Mew V Lap with(2)Fasteners End Mew. Head Trim F481 - PA07030See a and NW54-Caullking Rivet - Head Trim F4B1 See Field Notch and Bend Front View II' End to w _ NgtpL an a 11'Tob,bedinwith cab Sea End Cut DaloO —tt—2'Lap with(2)Foalmere®14 f-- O e PA07030 }'x jr Pop Rivet and HW54_ d For"Optional" Opening Width 3' O enln Width' 3' Fbld notch Penal Fastener g14 1}' Opening Width Caulking Channel Closure Trim c g Fastener 14A}"x}'Pop Rivet ee PA07028 at Mead Tr' Fostenw 14A,'x�'•Pop Rivet }' iA Pop Rivet. seta. All tdm is to Is :€ ,� s of 20'A O.C.at Cold Form See its. 5 far De not cut ar installed BEFORE blanket at 20 O.0 R Cold Form deloea move bock leg OR Mwlation u applied to-walls Fastener B76 �� r ' - s� y"r. c Fastaner#16 ` & 12-24 x 1}"Pancake SD DP5 1 Bend 1}'Tab 12-24 x 1•Pancake SD DP5. '' I`tsr k� 1}' down 90 de ea. Ngie�Panel PostUm to shown rith Panel RID } n n S m w o Washer at 1'—B D.C. gr W/O Washer at V-8 D.C. g, / at Hot Rdlea 1 starting 8'from sled one and opening on n u at Hot Rolled _ r- „ • - - 1'-0 module.Location f Panel Rib may vary '+ 1® _ ,. .K }'Bead of HW54_Tube Caulkin Fold Ct droending an the Opening WitlN and location. b }'Bead of HW54_Tuba C.ulking L y Lap with(2) a^•"" }. ,.s TTr L Field m rc before cutting Panel and Trlm. from Header to now(sea section) ® '' X' from Header to Floor(see section) _ 1 and Remove g Fasteners pta c -(L-, Fnd LLI DetoB o d'x rb'Pop Rival Head Trim F481 �'�.. Culk Ith HW54_ + 2"Lap with(2) Viewed from to of Head Trim) D i / .a t, "- Jamb Trim F482 Jamb Trim F482 Fasteners 14 ( P Jamb Trim F482 Jamb Trim F482 T of Head& J _ at U eel lu r - w Alternate F484 w Alternate F484 d rn or Alternate F484 or Alternate F484 Jamb Trim when See PA07027 III It in tell lion '%' b'x f);'e. Rivet required.Field notch .y,, • i Typ at Haod& In Width 1} 0 in Width o as required. far Jamb Trim ,5 - .' R�` tr Jamb Trim hen Opening .y o v _ field cut detos £ III '`rJ� - '}. ✓`* required.Fldd notch .S a FTdd..NotM d Band 1}'Tab See 5, v gutted. behind Jamb Trim.Att. eh with p PA07029 Jamb Trim F482 rlfi ; g PA07029 Fastener#14 r x a*Pop Rivet - or Alternate F484 1'.{ .?„y r tl¢le:. ' ` . Finish Flow LineI I . xi'*. .:x For'Optional' w A ':(3•s a ,. . !.rmel Closure Trim PA07028 ® a � ��• r•'Ty'. o Fastener J14A a'x J'Pop Field cut Panel finish Flow Line Head Trim F481 / ( � +`L' Ei Rivet at 20 O.C.at Cold FarmOR a Opening W]d1h Fastennw g16 SeeTPm0 n02d out det for b P II II Y*+; - 404 'p 12-24 x 1}'Pancake SO DP5 I Jamb Trim F4B2 or Allem.la F484 W/O Washer at 1'-8 O.C. Opening Width It Hat Roled ell }' P o 'u l Note- Panel position is shown with panel RE. Fastens 4A x Po Rivet at 20'O.C. stariing 6",from Sled Line and Opening o at Cold Form Not,' All trim Is to be N.lt�Field measure Opening Width pjgjg<All trim is to be 1'-0 modulo.L...11on of Pone]RID may vary DR 1 ) 8..yf' ul„i q. Cn E ¢ Installed BEFORE blcnkel and Helgnt before making neld tuts Installed BEFORE Diankal depending on the Opening Width a d locallon. Ngte�All trim Is to be Note: Fleltl measure Opening Width Fastener D ii ll� o ❑ Insulotlon is applied to walls. and adjust cut dlmensi.^.s a cardingly. Insulation is applied to walls Fleltl m re before cutting Panel and Trim. Installed BEFORE Dlankel and Helgnt before making flela c la 12-24 z 1}'Pancake SD DP5 W/0 Washer 2 G g nsulation is applied to walls. and adJusl cut dimenslons accordingly. at V-8 O.C.at Hot Rolled Field cut Panel vi "� Z � ¢ U) e a a AVP 1 PBA Wall Panel-Three Sided Framed Opening PA07027 AVP 1 PBA Wall Panel•Three Sided Framed Opening w PA070" AVP 1 PBA Wal(Panel•Three Sided Framed Opening w PA07029 AVP 1 PBA Wall Panel-Three Sided Framed Opening PA07030 Z o --:Jamb Trim Field Cut:Details, Se ''14 e.02 "Optional"Channei,Closure Trim Mar'15:04 Jamb Trim Installation Ma .'14.03 Head Trim Installation Mar'14 a 02 O ,'. bd' Opening Width+7'Width Laph ) � J J}' Opening Widtdt when regb h 3}" AVP/PBA Wall Panel 11 F ❑ Fostener#17A Alternate Jame Trlm F4B4 Jamb Tr' F482 Cannel Closvro Trim a Jamb Form shown 12-14 1} SD W/Washer I y 0 N al 1•ld To,vew _ Fcetener of 4A j'x}"Pop Rivet ( at Cal0 Form i Fastener illA d•z}"Pop '•¢Uw fit I9RY1€1Y See Hot Rolled s]mll 4A PA07030 a at 20"D.C.aaRt Cold Form w) Fastener ig67 I Rivet of 20'D.C.at Cold Form o O E I ` Fostener 16 12-24 1 DPS W sher 3a' }' i ® 'Optional'Channel Closure Trim x ol•1'-0 O.C.�a Fastener 816 ;=ZO> 3: Field Cut and Remove 12-24 x 11'Pancake SO DP5 12-24 z i}'Pancake SD DP5 O O 3 Fastener y14A d'x a'Pop Rival - W/O Washer at 1'-8 O.C. Sea PA07028 for details. at Hot Rolled - W/0 Washar U J U m at 1'-8'O.C.al Cola Form of Hot Rolled o OR - at V-e D.C.at Hot Rolled Scale: - NOT TO SCALE J Fastener#16 Double Sided T fg) }" 12-24 x 1}'Pancake SD DP5 (Not by Bldg Mfg) - Drawn by. EBF 5/11/1 t • W/o Washer at 1'-B O.C. Blanket Inwlallon }"Bead of HW54_Tube Culking Hoarier Checked by. RMA 5/11/ -« at Hot Rolled (Header to Floor) "Optional'Chorm + m Channel posure Trim Hem Ac typ at when Head Trim 1481 Closure Trim (Cold Form shown Project Engineer: required. See PA07028 Hot Rolled similar) far details o I a.Field cut Job Number: 14-8-8267C Cut nC remove Channel Closure Trim to ten th II a'd remainder of front fold - - and notch. r q + v Sheet Number. R12 of' 2 Fasteners R14 See m }')z(�'Pop Rival PA07029 AVP/PBA Wall Panel Field Cul Wall Panel •� The engineer Whose seal Sid,View at Hem Trim o -- -- at lop _ _ for the s described for th appears hereon is an ampic + Finish Floor Line Noat capillary yt Ilp Blanket of Jamb Trlmlan _ Openlnq Width 0 sealeoolsCediification is herein mitt 2"Lop when required. Field nottcn Trim lag when re,ked - to the products designed at + c Field.ut and notch q manufactured by manufaetu 1 .E s Finish Floor Lila ant The undersigned engine, } a required. 1'Field bend tab down degrees y B g Qpl(gnnl. Jamb Trim F982(shown) not the overall engineer of 0 2}'Field cut and re g S Channel Closure Trim Place Mork or Alternate Jamb Trim F484 record for thls.pra/eet. m Channel F981 -8'MemDer F2993 -10}'Member ' Closure Trim F2994 -8}'Member F169 -12"Member 0 3},Y�� F982 -IV Member F29g5 -12'Member - Irish Floor Line 31'Field cut old remove Nate, All trim is to be �,I OR511E ENsr Installed BEFORE blanket �JIJI In Well-Is applied to waea ChannelClosure Trim at Jambs Alternate Jamb Sic,View at Sill Trim —Field m asure Opening Width Trim F484 Profile Jamb Trim F482 and and adand just cutht ore dimensions na...rd]ngeld cutsly. Noted Panel position Is ene'and O Pull l RIb starting 6"from Steel line d Opening Nate;_A8 Wm Is to be Nato`Field measure Opening Helgnt Alternate Jamh Trim F484 Ngte`Ali trim Is to be 1'-0 module.Location of Panel Rib may vary Insto]]m BEFORE blanket Oafore making geld cola.nd aapat Front View Nota: the Interiw leg f the Channel Cioaure installed BEFORE blanket depending on the Opening Width and location. Insulotlon Is applied to walls col tllmenstans accordingly. Right Jamb Trim as shown End Cut Detail Trim b to be misfiled(d:1/e')to molrJi the Insulotlon la applied to walla Field measure before cutting Panel and Trim. Left Jamb Trim opposite hand - Interior leg of the Header or Jamb. a 1�. n r—b--j m Ent ed„ F52 F408 - F481 F482 F981 F1502 - F1516 - F1519 F2379 .1 Ridge Cop Base Trim Framed Opening Head Trim Framed Opening Jamb Trim Channel Closure Trim Rake Trim End Cap Rake Trim Peak Box Rake Trim End Closure 0 'S CL C _ m p a J~ N W 2a � D ❑ K z " = a CI) r R a i Z m A � a Cn El i .2 F z •C �wUW y �o So N� 3 hxz 00 Scale. NOT TO SCALE Drown by. EBF 5/11/15 . - Checked by. RMA 5/11 11 Project Engineer., Job Number, 14—B-82670 .. Sheet Number R13 of 1: The engineer whose seal appears hereon is an employ for the manufacturer for the materials described herein. S. seal or certification is limitec ` to the products designed oru manufactured by manufactun on,y.The undersigned engineer not the overall engineer of record for this project. aRSDE QISrV q. F - .. - .;% <� CF -' �� ' .-�_,� •,\ `'\ I t s "�. N%OTC- , T1i-2 SAME A5 T►4- 1 ► -1 X 35.E ��' �i�4,` �«/3 •• o• o •. 1y,. . 1 I N/F DONALD PERKI NSFILLSDd-GRA VEL S 7NAN o `� �.A Ao E BROWN COAR5E SAND J �,C' — -- -- ---•- —� w�.--. `/. _f _I _' 3�Sx�, \ ' ' `1 I I LOT 31 ARr.A , -( PARK.SPACRS PITCM/ %3y.3 _ D 5 YELLOWISH DROWN —�- GRAVEL 'LEACHING- CATCH/ / / s r C LOCUS • I z CoARSE SAND PAVED I/ PRIVEC DASIN _LOW ,� � J_7_ I I 1 In m (0 3s� QQ CI YELLOW COARSE SAND / V _ _ _ K�M 3�8�� yy. - APRON - / I SCcutzlTy 0 r�•�•_ 48'r P�RCTEST T o Q ?I 3o' / LIGHTINt;�TYP) 0 1 .1 obr.J ate► 3 D // T ROOF RUNOt=FLLcADkiliS) I ( -I r X rave N 8/1 . „ CZ LT, YELLOW COARSE SANS d-' /� Z 'r I I \1V TO FRe.N LH GL S, 7• Y its rr lw v� IH4 co �.•,' `:� u ,. . ill p Q TY P. (3o-r S�DFi N 4a I �_ O- GRaLNp WATER J r Cx I sT, u �til , •K� .:� r •ea+- Ir «- ?r .PERCOLATION TEST QuILDINCr i'W ( � a W - 00 PORCH w/ I r GLASS 1 MATERIAL ',.3 NO WATER, C -21dEW guiLDiNG ®�� PLANPeI'TN- LIB„ W S HEAT OR W W FOR CONSTRUCTION lye PROP`OF�CL PRIM=Ry Scale: I 2000' WO C P-OLINO WAT1EI<LeSS3A.S,� —� 3 ti o a y. sei-= - - — 11 1 I in FLOOR DRAINS tn� COMPAN D-6ox Assessor Parcels DATE: 07/14/98 0 -0 eLAS •p 3 NOTc c3ELow ,o Map 344 Parcel3l No. P-9192- y aC o 0 EL35,Z a N:O WATER —1— It 5 BY' ,SULLIVAI\\ ENG, INC. 17p I o �TFI-Z 1 2 q 1 10 )3 TH_t, C C WITNESS � G- HARRINGTCN. 12r �" � o I RE.90i-.rtvi>1I � I Q D I ZONING DISTRICTS: I I SEPTIC L _ I � 00 1 , D ZONING DISTRICT B: MIN. FRONTAGE ROPY. , `� 30' — -+� 3q I WATER PROTECTION OVERLAY DISTRICT GP t cs r 5'3a.g — TANK -O 19 3 v In N I5.2 X I Z 34,X J x FLOOD ZONE: - 3a�� N 7y°O1'13''\/V 2-1-5.85' THE SUBJECT PARCELS ARE LOCATED IN FIRM FLOOD LANDSCAPe BuFFE11 R Apoi�v\TE Ert,SCI2 ZONE C SEE COMMUNITY PANEL 250001 0005C If C-Po— POTS C.0 3 o.c. GENERAL LANOS�AYI '�. N SONN AR13ORVITE SCR0ENINrr I PLAN VIEW UNDaVLL0Pc-C) to DESIGN DATA OFFICE FLOW :141x201= 280 s.f. (4 CrfaL. POTS Co" 3' O.G. 440 x x =226 280sJ./1000= 0.28 x75901= 21 G-P.D. `- �„ Scale: 1 =30' 40,000 20,535 Flabli - -- Min AllowedPer440Ru1e= 226GRD Grade �I�-� `�'��` NOTE: MUILDINC_ ro pC- Ho'xtio -lboo sr- 45 GPD(Per Meter Readings)x 2009=90 GPD d 10 �u l o Use go GPD Daily Flow p ' male Compaafed fill o FLOo R. DRA11\1S APR # Septic7ank, 90.GPD x 2oo*%z I8o GPD � �^ Use 1500 Gallon Septic Tank '!wAaf'�- d/ I/9-I/2 ►"HIS PLAN APPROVED G:: �y j Article a-7: Upon motion duly made and LEACHING AREA Pea Stone - seconded it was voted that the Town discontinue as 90 GPD/0.74= 12? SF Required a t.`DEJECT TO THE FOLLf::`f 111NG CON''DITIONS: -l• a town way that portion of Old Yarmouth Road run- Sidewall=2(12'+19)2=124'S.F , Leaching a ning Northeast of its intersection with Rosary Lane, V. Cha,,,bp 3/4 -1 1/2 Double BottomAreo= 12'309' =228' S.F. a �. 352 s.F.Total Provided washed Hyannis, to the Yarmouth Town Lane. LEACHING CHAMBER DESIGN 4-10 ` ,. (Unanimous) All Pipes to be Schedule40.Use I- ie-ow I /! 2 -500 Gal.Leaching Chambers Ina _ Plan Reference Book 517 Page 91 By Down Cape Engineering Inc. 12 x 19 Washed Stone Field as .: CROSS SECTION OF CHAMBER >% Shown. NOT TO SCALE Dated January 6 1995 _..... ___ _.....�__..; / NQTES FG.34.0 FG.34.0 �K OF 7L' L Water Supply ForThis Lot is Municipal Water. ..,__ 2 Location of Utilities Shown on This Plan Are Approx. 32.0 PETER At Least 72 Hours Prior to Any Excavation ForThis 31.0 SIALIVA€J `rn. Project The Contractor Shall Make The Required 31.8 Top El. 32.0 NO.29733 q 31.6 SITE PLAN • Notification to Dig Safe(1-800-322-4844) "t CIVIL 3 The Contractor is Required to Secure A 3I.4 _J Bat.El.29.0 AT 9 Appropriate I. 'PF 1�c®° Permits From Town A encies.For Construction �f Bedding as D, G�STir � 30 ROSARY LANE Defined byThis Plan. Per Tit.. 5 65P O HYANNIS, MA Install 10' 10.5� IO' I ' 12' 7.0 FO,R 4 Finished ersasttequire�toWithin 12 of HICKEY CONSTRUCTION, INC. - Flnished Grade. 5.AI1 Structures Buried Four Feet or More or Subject' Bottom of Test Elate SCALE: AS SHOWN DATE: AUGUST 3, 1998 j ALL COMPONENTS TO BE- H-20 EL220,No Ground to Vehicular Traffic lobe H-20 Loading. �.ev•. AuGlssTa,��g. 6. Septic System tobelnsfaltedin Accordance With water s%•rE PL-A �.N Rl/11Eiw SULLIVAN ENGINEERING INC. 7 PARKER ROAD 310 CMR 15.00 Latest Revision And The Town of DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM s�e�cl Co►.AMENTS Barnstable Board of Health Regulations. _ OSTERVILLE, MA 7. AllPipingfobeSch.40PVC Not to Scale y�(a�ol ADOEo oGr=ice RaLOCATCD SEPTIC SYg. (508) 428-3344 R��I1510N 3/19199 RELOCATED CiLDb t _ TH —1 t\\OTE = -r"-2. SAME A'S T14— I T N�F DONALD X 3S•a, r f FILL SAND&GRAvEL + S 7,4*OIr13••E ZII, 13, / 3 PERKINS WA LL C AL_L tr I �I � �J lye � z sssx ` � 24 E BROWN COARSE 5AND — —— — — — — — / 1 _ o -f I a • , o 1 S D YELLOW 1 Sµ GROWN -� ` GRAV sL X 3y.3 - STaRAGE I 7 z COARSE SAND N PRlvt MASININLLOCWCHI j I-� NEW QUILDIN� ttm i LOCUS / �° 3S' POINT FORGONSTRUCriotA _ o)) •� CI YELLOW COARSE SAND � — � } •u yy COMPANY �TIMaER W4LLrj i� TEST a T 30 Y SEE NOTIE O v l.11 SECURITY Q� x FiveN at CZ LT. YELLOW COARSE SANG / BELOW, its 14y < W a (� / L.IGNTING(T),) q c _ _ i ..`• x �'n' 1S0- GROUND WATER J r I Ex I sT. 19 - AREA LOT 31 +:• "� , Lr PERCOLATION TEST I o '- zo,s3s*sF CLASS i N4ATB.RIAL- a u1I QU1LpIN� F.-K ul / ROOFRUNOFF - �' -ca No WATER) V NTO FRENCH DRAIN o 4 LOCUS PLAN pEPT"- 48" W HEAT OR / /: TyP. TWO SIDE6 0 LESS THAN 2.NIIN/INCH Q a h FLOOR DRAINS ua.) O '5GPTIG Scale- I"=2000' t\►O GROUND WAT�IZ _�. N LEACHING i I� DATE,. 07/►4/98 i 3 3 0 / CHAMBER TANK -_ -_ -�-,� Assessor Parcel- No. P-9I9Z G o 0 \ y Y -� �IO�'�o RE5ERvE Map 344 Parcel31 13Y.' SULL►VAm ENG, Itvc , b� r Z WITNESS: G- HARRINGTON. a_ I A N P ZONING DISTRICTS: (� / �TM-1 I TH-2 I =ZONING DISTRICT B• MIN. FRONTAGE 20FT. I 30' �-- - WATER PROTECT1t3A OVERLAY DISTRICT WP a LI o 19' D-Box 33 2 X I Z FLOOD ZONE-0 I - - N 7Iq 01'1-3 Vv Z 1-5.85— THE SUBJECT PARCELS ARE LOCATED IN FIRM FLOOD h N/F= So H N ao sA R I o ZONE C - SEE COMMUNITY PANEL 250001 0005C 1 O'WI D E DI KT WAY - DESIGN DATA � _ �: PLAN VIEW - 330 x x 6 Scale- 1 °=30' x. 43560 20535 = 15 .. Min Allowed Per 330 Rule=156GPD 6eod� *? NOTE; Ci[JILOING- TO 13c LtO'X1-10 =160o SF 45 GPD(Per Meter Readings)200%=90 GPD W I TH A 2 oco S F O R F I C a Use 90 GPD Daily Flow NO FLOOR DRA1t\IS Con,poaed Fill - SeOcTank: 90.GPD x 200=%=180 GPD �.e. Use 1500 Gallon Septic Tank Ida CAN I 1/e-ver ` LEACHING AREA Pon Stow 90 GPD/0.74=12?r SF Required Sidewall=2(12+19)2=124 S.F aTLj LraeAhq CAa+n6�rA- -3/4*—II/eDvAWBottomArea= dx,19 =228 S.F a wasw 352 S.F.Total Provided LEACHING CHAMBER DESIGN 4-I I All Pipes to be Schedule 40:Use.- I I:e-o. � � OF 2 -500 Gal.Leaching Chambers G s 121 x ts' washed stone Fkld as CROSS SECTION OF CHAMBER S ,4 A Shawn. NOT TO SCALE NO. A co14i CIVIL NOTES Supply FarThis Les is Municipal Wafer. E6�34.t3 L FG 34.17-rt 2 Location of Utilities Shown on This Plan Are Approx. 32.0 - O At Least 72 Hours Prior to Any Excavation RwThis ' Project Ths Contractor Shall Make The ReqQuired 31 B 31.E` Not ficationto Dig Safe(1-800-322-4844) 31.6 Top EL 32.0 SITE PLAN *.The Contractor is Required to Secure Appropriate N.4 ,. r . Bat.E►.29.0 AT Permits Rom Town Agencies ForConstruetio4 ! •• -1 30 ROSARY LANE Defined byThis p� 1O, -� Beading as HYANN IS, MA Per , .' 7.0 1 install Risers as Requkedt T1fN 3 o Within 12~of 10 5' 1v' I ' I Finished Grade. FO.R HICKEY CONSTRUCTION, INC. 5.All Structures Baited Fora Feet or More orSubjeet' Bottom of Test How ! SCALE: AS SHOWN DATE:. AUGUST 3, tom$ to Vehicular Traffic to be H-20 Loadinq:- EL220,No Ground 6 Septic System to belnstalledinAccordance With wbter SULLIVAN ENGINEERING 11dC. 310CMR15.00Lates/Revision AMTheTbwAat DEVELOPED PROFILE OF PROPOSEDSEPTIC` `SYSTEM 7 PARKER ROAD gornsfoNe Board of Haalfb Regulations. All PipingtobeSch.40PVC Not to scale OSTERVILLE, MA 7. _ s__.... (508) 428-3344 A n r ( ' .. C Z - • F9 s,1�5 i a ' AY ; GENERAL y INDEX OF DRAWINGS All materials included in the Metal Building System are in accordance with the Manufacturer's standard materials and details unless otherwise ®, 01 specified on the Order Documents. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 2.1) Revision Revision ' U. '. W, O U Page Drawing •Title Number Pace Drawing Title Number �, o 0 DESIGN RESPONSIBILITY I. Specifications 0 9 Front Sidewatl Framin 0 m l z � ' The Manufacturer is responsible only for the structural design of the Metal Building System it sells to the Purchaser/Customer: Neither . g ' the Manufacturer nor the Manufacturer's Engineer is the Design Professional or Engineer of Record for the Construction Project. The 2 Anchor Bolt Plan 0 10 Back S i d e w al l Framing 0 r CO O OL 3,4 Reactions 0 " .(u v� Manufacturer is not responsible for the design of any component or materials not sold by it, or their interface and connection with the :�F. 11 Left E n d w a l l Framing � ,o Metal Building System unless such design responsibility is specifically required by the Order Documents. (MBMA 2002 Metal Building Systems •5 Roof Framing Plan 0 12 Right Endwatt Framing 0 u X Manual, Part IV, Section 3.1) ` 6,7,8 Cross Section` 0 Z Q Q FOUNDATION DESIGN AND ANCHOR BOLTS 13,14 Details 0 a ` A d O The Manufacturer is not responsible for the design, materials, and workmanship of the foundation. The anchor bolt plans prepared by the ' , , , J � ,l d Z Manufacturer are intended to show only the anchor bolt location, diameter (based on ASTM A 36 bolls), and projection required to connect p the Metal Building System to the foundation. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 3.2.2) It is the responsibility of the End Customer to ensure that adequate provisions are made for specifying boll embedment, bearing angles,-tie BOLT TIGHTENING J X (U rods, and/or other associated items embedded in the concrete foundation, as well as foundation design based on the loads imposed by the - .. The proper tightening and inspection of'all fasteners is the responsibility of the Erector. All high strength (ASTM A 325, ASTM A 490) Z 0� \ Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 2002 Metal: *bolts and nuts must be tightened by the "turn-of-the-nut" method unless otherwise specified by the End Customer in the Contract f U Building Systems Manual, Part IV, Section 3.2.2) Documents. Inspection of high strength bolt and nut installation by other than the Erector must also be specified in the Contract 0 O Q Documents and the erector is responsible for ensuring that installation procedures are compatible prior to the start of erection. 13 _ �� W Anchor bolts shall be accurately set to a tolerance of ±1/8" in both elevation and location. ` (MBMA 2002 Metal Building Systems Manual,Part IV, Section 6.9) 025 O ~ �5 C w ADJACENT EXISTING BUILDINGS - CORRECTION OF ERRORS AND REPAIRS ❑, 14 3 3 0 The Manufacturer does not investigate the influence of the Metal Building System on adjacent existing buildings or structures. The End The correction of minor misfits by the use of drift pins to draw the.components into line, shimming, moderate amounts of reaming, Customer assures that such buildings and structures are adequate to resist snow loads or other conditions as a result of the presence chipping, and cutting, and the replacement of minor shortages of material are a normal part of erection and are not subject to claim. W of the Metal Building System. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 3.2.5) (AISC Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000, Section 7.14; MBMA 2002 Metal Building Systems Manual, a - SHOP-PRIMED STEEL Part IV, Section 6.10). R " All structural members or the Metal Building System not fabricated of corrosion resistant material or protected by corrosion resistant DRAWING DISCREPANCIES coating are painted with one coat of shop primer meeting the performance requirements of FS TTP-636D. All surfaces to receive shop _ In"case of discrepancies between Corle Building Systems's steel plans and plans for other trades, the Corle Building Systems steel plans } primer are cleaned of loose rust, loose mill scale and other foreign matter by using; as a minimum, the hand tool cleaning method govern. (AISC Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000, Section 3.3; MBMA 2002 Metal Building Systems p r SSPC SP2 (Steel Manual Structures Painting Council) prior to painting. The coat of shop primer is intended to protect the steel framing Manual,,Part IV, Section 3.1) E3 for only a short period of exposure to ordinary atmospheric conditions. Shop-primed steel which is stored in the field pending erection should be kept free of the ground and so positioned as to minimize water-holding pockets, dust, mud, and other contamination of the DELIVERIES = o primer film. Repairs of damage to primed surfaces and/or removal of foreign material due to improper field storage or site conditions Delivery of any material by a Corte Building Systems carrier, a common carrier, or to Purchaser/Customer's own leased, chartered, or a are not the responsibility of the manufacturer. (MBMA 2002 Metal Building Systems Manual, Part IV, Section 4.2.4) authorized conveyance shall constitute delivery to builder, and thereafter, such material shall be at builder's risk. If builder chooses to z it use its own, or a private carrier, it shall be solely responsible for compliance with all applicable government regulations. All charges shall be borne by the builder. Corle Building Systems responsibility for damage or loss ceases upon delivery of shipment to carrier. Q, ERECTION-GENERAL Corte Building Systems will endeavor to deliver on the required date. Corle Building Systems's truck is not considered as being late if deliveries are between 8 am - 12 pm (morning) and 12 pm - 5 pin (afternoon). However, Corle Building Systems cannot be held responsible w The Erector, by entering into contract to erect the building, holds itself out as skilled in the erection of Metal Building Systems and is responsible.for complying with all applicable local, federal, and state construction and safety regulations including OSHA regulations as well for circumstances beyond our control. For deliveries via Corle Building Systems truck, Corle Building Systems will only honor claims that were approved by the Customer Service department at the time of delivery. For deliveries via contract carriers, it is the responsibility of the as any applicable requirements of local, national, or international union rules or practices. (MBMA 2002 Metal Building Systems Manual _ customer to file claims with the carrier. Corle Building Systems cannot assume any liability for the claim. Part IV, Section 6.9) SHORTAGES W The Erector shall erect the Metal Building System in accordance with the erection drawings and all applicable erection manuals furnished The Purchaser/Customer should make an inspection upon arrival of all building components. The Purchaser/Customer must note on the Of by Corle Building Systems. The aforementioned erection information is intended to illustrate the layout of the framing members, provide freight bill any missing item(s) and notify Corte Building Systems Customer Service immediately; otherwise, Corte Building Systems cannot be the associated connection details, and suggests ley reap f erection. t is not intended to species particular mes and erection u be held responsible for any shortages. If any item is damaged, note on the bill of lading and file a claim with the freight agent. Concealed Z J followed by the Erector. The Erector remains solely responsible for the safety and appropriateness of all techniques and methods utilized w shortages must be reported to Corle building Systems's Customer Service department within the following time t P date from receipt o Z o d Z by its crews in the erection of the Metal Building System. The Erector is also responsible for supplying any safety devices such as of first delivery), bar on the project shipment size, i.e., number of truck loads used.in delivery. frames ( A Q¢ J scaffolds, runways, nets, etc., which may be required to safely erect the Metal Building System. {MBMA 2002 Metal Building Systems Manual 4 Part IV, Section 6.9 Corle BuildingSystems expressly disclaims an responsibility for injury to persons in the course of erection or for I to 3 Loads..... 2 Weeks 4 Loads and Over... 3 Weeks w ti ti o A ti Y P Y Y P Y ) Y damages to the product itself. Corle Building Systems's responsibility for shortages expires at the end of these time periods. Field erection of a Pre-engineered Metal Building, as in all construction projects, involves hazards to persons within the area of the FABRICATION ERRORS ~ > a 3 w s o construction and risk of damage to the property itself. Only experienced persons who are skilled and qualified in the erection of metal The Purchaser/Customer is responsible for contacting the Customer Service Department to advise Corle Building Systems of fabrication buildings should be permitted to field-erect a building due to the hazards of this construction activity. -}-> ddaoz problems and corresponding cost estimates. Corle Building Systems will be responsible for providing the builder with verbal and/or written Corle Building Systems is not responsible for the erection of the Metal Building System, the supply of any tools or equipment, or any approval to proceed with appropriate field corrections. This will be done in a timely manner. d o o m o H o other field work. Corle Building Systems provides no field supervision for the erection of the structure nor does Corle Building Systems IF THE BUILDER PROCEEDS WITH CORRECTIVE WORK WITHOUT CORLE BUILDING SYSTEMS'S APPROVAL, HE DOES SO AT HIS OWN RISK. z perform an intermediate or final inspections of the Metal Building System Burin or after erection. QJ �" =o o=- =3 a C P Y P g Y g Corle Building Systems shall not be responsible for any claims where the Purchaser/Customer has not documented the problem, J�� Z typo its correction, and reasonable costs for repair, and submitted this documentation for payment within 30 days of the occurrence. Q a The Erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and securing the structural framing against rren > _ ,o , A O4zfn ,-.zz F-z loads, such as wind loads acting on the exposed.framing as well as loads due to erection equipment and erection operation, but not I N V❑ICE PAYMENT Q W s a i f i ti i 0.¢��w,,, o:a�o ZQ including loads resulting from the performance of work by others. Bracing furnished by Corle Building Systems for the Metal Building B acceptance of the materials of services set forth in the invoice, Purchaser Customer agrees to a the invoice amount within the time = a o ii o o `'o�" U o Y P / g P1 a a v System cannot be assumed to be adequate during erection. Temporary supports such as temporary guys, braces, false work, cribbing or period specified on the invoice. AT NO TIME IS IT ACCEPTABLE TO DEDUCT A BACKCHARGE_OR SHORTAGE FROM AN INVOICE. other elements required for the erection operation will be determined and furnished and installed by the Erector. (AISC Code of Standard o� N _ �=o=iii 0=0¢ 0Z x SAFETY PROCEDURES Z"Practice for Steel Buildings and Bridges, March 7, 2000, Section 7.10.3; MBMA 2002 Metal Building Systems Manual, Part IV, Section 6.2.1.5) CORLE BUILDING SYSTEMS IS COMMITTED TO MANUFACTURING A QUALITY PRODUCT THAT CAN BE ERECTED SAFELY. ERECTION TOLERANCES ALTHOUGH GOOD JOB SITE PRACTICES AND A COMMITMENT OF SAFETY BY THE ERECTOR, ARE BEYOND THE CONTROL OF ty4 _ Erection Tolerances are those set forth in AISC Code of Standard Practice except individual members are considered lamb, level, CORLE BUILDING SYSTEMS, CORLE BUILDING SYSTEMS HIGHLY RECOMM H'E ERECTOR,--P+,ROVI'DE{GOOINSAFE WORKING �)r T; R- P P '' CONDITIONS ON THE.JOB SITE. THE ERECTOR SHOULD FOLLOW ALL LOC L, STATE AND FEDERA"L�i HULTH_AND�JSAFETY `� and aligned if the deviation does not exceed 1:300. (AISC Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000 REGULATIONS AT ALL TIMES. ACCIDENT PREVENTION PRACTICES SHOULD BE IMPLEMENTED AND EACH EMPLOYEE SHOULD Section 7.13.1;MBMA 2002 Metal Building Systems Manual, Part IV, Section 6.8) ` KNOW EMERGENCY PROCEDURES. CORLE BUILDING SYSTEMS ALSO RECOMMENDS DAILY MEETINGS TO DISCUSS SAFETY N ETH ERECTION PROCEDURES. FOR ADDITIONAL INFORMATION CONCERNING FEDERAL HEALTH AND SAFETY REGULATIONS, m • MAN MATERIALS ASTM DESIGNATION MINIMUM YIELD MATERIALS ASTM DESIGNATION MINIMUM YIELD .-CONTACT THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHT:)yGNATURE DATE Civil En ' eering Hot-Rolled A 36, A 572, A 992 Fy = 36 ksi and/or Roof and Walt A 792, Gr. 50 Class Fy = 50 ksi. U.S. Department of LaborDRAWINGS HAVE BEEN REVIEWED 3077s Mal Sections p y .l i p-°�APPROVED AS IS OR AS 9 50 ksi Sheeting A 792 Gr. 80 F = 80 ksi Occupational Safety.and Health Admm►slration Structural Steel Plates A 572, A 1011 F = 50 ksi Mild Steel Bolts A 307 Fy 36 ksi o E`° y 200 Constitution Avenue, m.W640TED IN RED TO BE RELEASED F roalat Structural Steel Bars A 572 or A 529 Fy = 55 ksi High Strength Bolts A 325-N Fy = ,92 or'81 ksi g FOR FABRICATION. g g A 490-N N/A Washington, DC 202I0 1 Cold Forried Light Gauge Shapes A 653 Gr. 50 Modified Fy = 55 ksi Anchor Rods A 36 F www.osha.gov ---` Cable Bracing A 475-78, EHS N/A (If supplied) y = 36 ksi CORLE BUILDING SYSTEMS SHALL;NOT BE RESPONSIBLE. FOR PERSONAL INJURY OR PROPERTY DAMAGE INCURRED AS A Pipe and Hollow RESULT OF FAILURE TO FOLLOW ALL APPLICABLE SAFETY REGULATIONS AND MATERIAL HANDLING AND INSTALLATION Rod Brocing A 36 IFy 36 ksi Structural Sections A 500 Gr. B Fy 36 ksi, 46 ksi RECOMMENDATIONS. PAGE 1 OF 14 A 40'-0" STEEL LINE TO STEEL LINE F B p . 13 -4" 13'-4" 13'-4" '- -' 0 0 ' - 0 0 0 0o Iy oo � D D °°H 00 Z N _ O N m D I I O D H O O O p o s CO TTl D r r" o o - t. O N HC7 * No o f- r— 0 o N z f�1 O o D m z N O OO N T= I I o z O o I i m H� D D I' o o o "o OT-0 .. w . I: Hr xj. 2 —0" 12'-0" 12'-0" ';. -nZ>O -nMD 15'-0" 14'.-0" �Z;o Q A C 4 E F v< 00> D m-rnGo O moZ z M m;u D 3�'<m rnrn 'r ; v v P&H Realt }` y y. DRAWING STATUS REVISION HISTORY �t' FOR APPROVAL: y y, p T g 't,*• REV. DESCRIPTION DATE 0 %AWKL y C THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION Z ,NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. B U I L D I N G S Y S T E m S ,. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROTECT DOCUMENTS. DRAWINGS ISSUED I-" 114 ROSEMONT LANE, IMLER, PA 16625 (814)276-9611 e„ y A 'FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. { FOR PERMIT: r l P&H RealtyTHESE p NOT GDRAWIG SISSUEDOR 'FORE BY CONSTR CTION W 40�-0".X 40'-0" X 18'-0" NOT FINAL ONLY DRAWINGS ISSUED'FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: DATE: 1/27/04 REVISION: 0 FINAL DRAWINGS. ENG: ACB DWN: JAS I APPD: ACB RIGI'D" FRAME: BASIC COLUMNPREACTIONS (k ) m COLUMN LINE lFrarne Column ---Dead=- -Collateral'- --Live --- --Wind_Lt--- =-Wind-R1--- --Wind_L2--- 0 °' Line Line_ Horiz Vert- Horiz Vert Horiz Vert Horiz_ Vert Horiz Vert Horiz Vert 1 F 0.15 0.95 0A2 . 0.64 0.97 5.29 -2.07 -0.28 1.23 -0.16 -2.02 -3.99 w .. '� 1 A -0.15 0.95 0.12 0.64'` :0.97 5.29 -1.23 0.16 2.07 -0.28 -1.06 -2.68 ;p 2 F 0.32 1.61 0.31 1.41 2.55, 11.72' -4.60 -0,62 2.70 -0,36k -4.73 -8.84 H. F 2 A. -0.32 1,61 -0.31 1.41 -2.55 11.72 2.70' -0.36, 4.60 -0.62 -2.08 -5.92 to OZ Q Cl- 3 F 0.15 0.95 0:12 0.64 0.97` 5.29 -2.07, 0.28 1.23 -0.16 , -2.02 -3.99 _ 3 A -0.15 0.95 -0.12` 0.64 -:0.97 - 5.29 -1.23 -0.16 2.07 -0.28 . -1.06 -2.68 } Cn Frame Columns---Wind-R2--- -Seismic_L-- -Seismic_R-- --LnWind-L-- In a w • Line: Line Horiz Vert Horiz Vert Horii° Vert Horiz .Vert a O < 1' F £ 1.06 -2.68 -0.14 -0.09 0.14, 0.09 0.24 '-3.55 1 A 2.02 -3.99 -0.14 0.09 0.14 -0.09 -0.24 -3.55 w Do 2 F 2.08 -5.92 -0,27 -0.18 0.27 0.18 0.26 -7.87 0 g T 2 A . 4.73 -8.84 -0.27, 0.18 �'0.27` -0.18 -0.26 -7.87 Z w X 3 . ' F 1:06 -2.68 ' 0.14 -0.09 0 14 0.09 0.24 -3.55 3 A 2.02 -3.99• -0.14 0.09 0.14 =0.09 0.24 3.55 - a O NH H O o C) y y ' - N X IV f ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS &BASE PLATES o LJ FRAME LINE ._.:< a t., aA O H ----------------Column-Reactions_(k )--- -=-- ---- E m 0 Q z s Out-Of-Plane -- ------- --- ---- RIGID FRAME: ANCHOR BOLTS & BASE PLATES Frm 'Col Dead Coll Live Wind-Left Wind-Righ€ Wd P Wd S 'Anc.!-Bolt Base'Plate (in) Grout w Line.•Line Vert. Vert Vert Horiz Vert Horiz'Vert "Horiz Horiz -_% NoD(in,) 'Wid' ' Len Thk. (in) ---- -------- - -- -=_ --- F: O. 143 3 0 Frm Col Anc. Bolt Base Plate (in) Grout ' r ,1 - B `' 0.2 0.0 0.0 0.0 0.0 0.0 0'0 -1.6 1.6 x 4 0.750 6.000 9.875 0.375 48.0 � Line Line NoD(in) Wid Len Thk (in) 1 D 7,0.2 0.0 0.0 0.0 .0.0 0.0 0.0 -1'.6• ,1.6 .4 0.750 6.000 '9.875 0.375 48.0 -----------------------=------ 3 !•• C 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -1.8' 1.8. 4 0.750`6.000 9.875 0.375 48.0 1 F 4 0.750 6.000 9.870 0-500 48.0 3_ E' 0.2 0.0 0,0 0.0 .0.0 0.0 0.0 _` -1.5 1.5 4 0.750 6.000 9.875 "0:375 480 .•r _ - - 1 A 4 0.750 6.000 9.870 0.500 48.0 _ x BRACING REACTIONS, PANEL SHEAR,- - r RIGID FRAME: ANCHOR .BOLTS & BASE PLATES s f Reactions (k ) Panel , Wall -. Col Wind Seismic- Shear::,, Frm Col Anc. Bolt Base Plate (in) Grout Loc tine Line Horz Vert Harz Vert (lb/ft)-_ Z •,a� Line Line' NoD(in) Wid' Len Thk (in) .. �r a ------------- -----------------------------= ,' _ Rigid'Frame At Endwall O n L EW 1 2 F 4 0.750 6.000 12.60 .0.500' 48.0 - F_SW A 99 - o 2 A 4 0.750 6.000 12.00 0.500 48.0 ° R-EW 3- Rigid Frame At Endwall - ;B_SW F g9 s RIGID FRAME: ANCHOR BOLTS & BASE PLATES ------------------------------- ----- NOTES FOR REACTIONS Firm Col Anc. Bolt Base Plate. (in) Grout > w Line Line NoD(in) Wid Len Thk (in) 1: All loading conditions are examined and only maximum/minimum H or V. and the ---------------=------ ------ corresponding H or V are reported. - CO 3 F 4 0.750 6.000 9.870, 0.500 48.0' 2. Positive reactions are as shown in the sketch. Foundation loads are ain z 3 A 4 0.750 6.000 9.870 0.500 48.0" opposite directions. I- z z Z Z s 3. Bracingreactions are in the lane of brace with the H'pointing away LLoa ts oo. P p g Y �' woa LL� { i ,from the braced bay. The vertical reaction is downward. c U) m W Q g o k. a 4' Buildi ngreactions are based, on the following wing. building, -ing,data:_ zaj oa¢c4Fw rz��woo zFaw¢zwy9 Width (ft) 4 •0 iy Length = 0 01 QEav Height ft = 18.0 8.6 0 la (rise/12 1.0/1 5i P3 Oi, Dead Lod psf 2. oy�¢ Roof � OCollateral Load ( sf 30 �Live Load (psf 25.0 u,LL o z Snow Loa s - ;m mew o d ( f ) = 25.0 a Wind Speed emph ) 90.0 ;aka' >3¢0 0¢ z o N rr z Wind Code Mass. 01 x¢ o� 3 ,2D a ', K- a Qwti ¢ Jp Za a w ¢o v¢ Closed/Open ed/O B _ R o�=3 0 pe - n C PP m Importance - Wind = 1.00 O� o o o o z p , Importance - Seismic = 1.00 _ . Seismic Coeff Aa 0.12 • Y :, a a q SIGNATURE DATE ' w '5. Loading, conditions are: DRAWINGS HAVE BEEN REVIEWED 1" DL+co+LL AND APPROVED AS IS OR AS %2' 0.67DL+WL1 WAS * �N sif 3 0.6.7DL+WR1 g NOTED IN RED TO SE RELEASED 4o 4 DL+CO+LL/2+WL1 5='DL+CO+LL/2+WR1 FOR FABRICATION. tiG 6_ •0.67DL+WL2 _ cam KEN�`lcTw F' ��u 7' '0:67DL+WR2 8 0.67DL+WRI+WS a. u MA110g27t419 9. 0.67DL+WP 4 CN1t p778 1'0-DL+CO+0.30LL ° ,9 5p Y A9 � 015 G`y.�4� N k%. PAGE 3 0E 14 \moo 3-s O 3 f'1 - D (n O n 3 O £ 2 w C) D (� p f (7 t7 N o N N N N UI 1 P fA D O O p N < (O 3O O 3- �. - r W .. cD n D -° h Q 3 P h Q n 3 n d D N I- A 3 0 rp P p 'D n. r-c N O Q T. n (o tD P 3 n- 3 3 �- O P 3 3' (1 G- ID N P C d 3 K n- N h O 11 Q <+ Q '3 P 3 cQO X`NG N II 3 p 3 ( I: N w 3' D _ - „� - r N O O 0 O 3 I h Oh ❑, I A O In `'1 n r -O J O cn n N II 3 A :3 TI • -.\ N- Q A P O Q p 3 II O ,0-0 N ° A S N 3 h II VI 3 3 _9 , l N vi O(O S O p 'h. 3 O to z n .. 0 II , �. Z N Z IV 1 0 - N N I I z 4_O N P L Ijl �� n +3 N cn [] ID3 CL a Q s n s u ,. O IDaN in u D 1D Y m o 3� h fl) Q Q LA ,I o r= EW P aj o z W 3 - .. ..- c0n+ o e 9 7 8„ +� l .. Q i ;.m N. r � 00 CIl 0 0 0 N m N o w D N II r m (D W % r It— y p ; r y P N I O O x a' 4 z' w .. Ic a + a s i r , ra ' Y c : , i 00 ODD` ap. - _ _ i I"* co ZW�CrnA Z z s c' • D�< D co m m a a 41 P&H Realt , a c) \�?7 r DRAWING' STATUS REVISION HISTORY C-1 Z C '; FOR APPROVAL: REV. DESCRIPTION DATE O o"' O m - ! 'THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY, B U a I L D I N G S Y 5 T E ,ry 5 1 p Z THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF 1T4 U, I LNT LANE, IMLER, PA 1Y • 814 RR -4 m = THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED O 00 CD ah 'FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. p pp ( )276 9611 O �p FOR PERMIT: s POCH Realty 9 g0 THESE DRAWINGS,BEING FOR PERMIT,ARE BY DEFINITION / ' S11 NOT FINAL,ONLY DRAWINGS ISSUED'FOR CONSTRUCTION' W 40'-0" X 401-011 X 18'-0" CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: 0 DATE: 1/27/04 REVISION: 0" FINAL DRAWINGS. ENG: ACB DWN: JAS APPD: ACB .ry LL 40'-0" OUT—TO—OUT. OF STEEL D t ANG64M N m I. m O Q 1 1 1, Q O "< • r ,.r z F I= _. f l 1 r Y O p � �V N Y ANG'64- a r e yr n a tee, .e n v r ) T /V A + R o D 20' 1 1'/4,>x 20,—'1 t1 4„ y R: r'.a� O m Q.fTI w r7 Er z-rl 1 ' Kr 4 v-r N I ®a�DT�, ,r fil �DD � i pv z� 0 , 0 70 wND ®mc MN 0w v' yC �_ m0)z 0 � N m�mD Wrcm 3 z rn c� N= , , P&H Reait . I ti r a �' DRAWING STATUS RE VISION HISTORY h Z _ FOR APPROVAL: REV. DESCRIPTION DATE O - o O m�� ,� ®THESE DRAWINGS,BEING FOR APPROVAL,ARE 8Y DEFINITION „ Z�1 NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. B U' I l D 1 N G S Y S .T E nn 5 S r THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF -� 114 ROSEMONT LANE, PALER, PA 1y rn r °n THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED a (814)276-_9611 co -n �°j 'FOR CONSTRUCTION"CAN BE CONSIDERED AS COMPLETE. p Q � FOR PERMIT: f P&H Realty -T, S,,y�S THESE DRAWINGS,BEING FOR PERMIT,ARE BY DEFINITION 1 a ° 11 1 a NOT FINAL.ONLY DRAWINGS ISSUED'FORCONSTRUCTION' 4O-O �( 4O-0 X 1$_� CAN BE CONSIDERED AS COMPLETE. p a FOR CONSTRUCTION: Q DATE: 1/2'7/04 REVISION: 0 FINAL DRAWINGS. REVISION:V J ENG: ACB DWN: JAS a N _O-O(T I a Q-0 -O . z cn� M DWD Ij x (D n (D (D I xZ m 0 cn:�LU -P-P, O r- ^D \° c0 L/) O 000—m -P-P O —I II U) 1-rn M o rt cn (D W 00 rt rt . . O (h " 0- D D �c �l n (n N N i ° ° 18'-0" a Ln cn I CD I 0 (D 7'-5" 12'-5" ;�. O. Q I n c cn cn co0 N� z 00 Lu 00 7 v NN r0 O 00 :3 I 3 m w o I o 4'-0" N RF1-1 SP-1 I o c W A co 16'-7 3 8" I - Clearance I o 41, °- c 3 v � (n I o I � 1 N \ I � I - C I r- o O X,. p ,A n CI. nW I OJ J - . D K .0 O p I L-1 co o m I C� cmmn r-IIII i 8„ .. mm O r z to O60> O OM U) cc) � o j m _ < ,.. (.0�0 D ! CO Z7 U1 jtj �, \s Co 16'-7 3 8" 4, 0„ Clearance I Uri Ln O�• _ N N RF1-3 SP-2 `" x x x - �ZDO_ __ I O�mv�z D _ Tt D�2DI` W �� x m ��Z;o Z;o Q� x x z D m o N ry N m n = 7'-5„ 12'-5' cfl cq ZLo nrn NZ O (-n �Z m �D \ �o M y<--1 p x m N�rTt m rD r mx Z n CJ +� m C7 Ln D I.`4• P&H Rea a DRAWING STATUS REVISION HISTORY 0 o oa p rn R, FOR APPROVAL: REV. DESCRIPTION DATE T 'THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION U) Late. [Sl NOT FINAL AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. B U I L D I N G S Y S T E m S r I CD Z S A. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF _� 114 ROSEMONT LANE, IMLER, PA 16625 (814)276-9611 T e THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED as 'FOR PERMIT:FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. P&H Realty O � s,1��A THESE DRAWINGS,BEING FOR PERMIT,ARE BY DEFINITION l Jul NOT FINAL.ONLY DRAWINGS ISSUED'FOR CONSTRUCTION' �f 40'-0" X 40'-0" X 181-011 CAN BE FOR IDERED ION:COMPLETE. O DATE: 1/27/04 REVISION: 0 FOR CONSTRUCTION: FINAL DRAWINGS. ENG.- ACB DWN: JAS APPD: ACB Y , 4� N M a d 0-0 z m cD0 ;�U I xZ m rn o D --I r>m O (n O r- r° Cn—CO .P 0 C r -0 0 z x ;o0 C/') ^D �° U) O oho. m •1, o v rn Frio , (� CO 0 0 00 O D mn (DN N rn I o 0 18'-0" 0- cn I (DCD 0 l 0 Q) 7,_5„ 12'-5 C 0 I W 0 N z 0 CO 00 0 r n ,..r cD o J ( I N 0 1,0 3 o R172-1 Sp-1 I ° o 16'-2 1 2„ I w Clearance I p t—I aC0 n 3 m I t o N I \ A I � I I , r I Co O X - 0 D I ' W o W O ' .o O Z C = - a�7 m. -i 1 u . p N m m '� D .�v m m � m 1 8„ N N m y! C4:p° —Im I o\ Cn;u I �'�0 W _ I oo �z� -1 � -,•P 00(7 fT W�Co ZQ - r- tutu. - rrN O) ry iv fi m M re� I W r C�CW N=mD w �I W 16'-2 1 2" rr 4'-0" Clearance I Cn Cn Cn Cn 5. "T1ZD�N y. o N RF2-1 Sp-1 x x x x �O �mZM�m` D xxxxzD -'-�OU� NN�-� z n = '10 7`-5" 12'-5' rv� m ' DTI D � � -��. 00 'I co M Z0>� m r �OZ z cn U'*z �--. x x x to MU) m �, �x rm- r D 0 x x zz G7 C7 �, m cn P L v D R �: P&H Realt ti a z= r :• DRAWING STATUS REVISION HISTORY Or ; . FOR APPROVAL: REV. DESCRIPTION DATE 0 H ! '"-- ,THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. E3 U I ,t D I tV G S Y S. T E rut S THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF —� 114 ROSEMONT LANE, MILER, PA 16625 (814)276-9611 THE PROJECT DOCUMENTS..ONLY DRAWINGS ISSUED ?f 'FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. u u p - 0 'l FOR PERMIT: r P&H RealtyTHE p �. 7-1 n NOT FINAL E BY CONSTRUCT 40r-0" X 40r'0" X 18r'Orr NOT FINAL ONLY DRAWINGS ISSUED'FOR CONSTRUCTION CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: O DATE: 1/27/04 REVISION: 0' 4�1FINAL DRAWINGS. ENG: ACB DWN -JAS - APPD:.�ACB N fTl a �� 0 -0 z TiI I °. D TI Oct M I Wz NJ N m D rDm co 0 ?� r UI—W P P 00 r \�> G_ L70 Cn O 00—m P-P, 0 r� 0 - \ Cn N CC) 0O 0 - 0 a0 a- DD 0 C) cn N N CD 1 O o 18'-0„ coo cn u (DD (D 7'-5" 12'-5" CCTI cl).. 00 10 N� Z 00 W 0 D v O <D NN j I �0 00 I I:33 w I 0 ZT 0 4'-0" N RF3-1 Sp-1 o 00 - 16 -7 3 8" w Clearance g 1> c 3 8" A U ® o I W A • N \_ I + C t- C -lI A I o z o G7 o = LA o . A C7 n w co > Q 0 p. C) Z C A I-J (o m m N 8" W W W n Y F O m „ e . J m r)I N Cn �00(� m 0, co \\, N�NN�O a 0�90 Z� I O S S ON m m cp 44 n m m ; A LD CO �W TJ" I \ -0(A rn N N r r-- N N m D N =mD �I W (D 16'-7 3 8" I ! � � "x _ Clearancev 4.-0„ I �w \Cx,n\U i � 0 oD-nz>oN RF3-3 SP-2 x xC�ooz>Z D 0 Dm 4 ZG�m L - x " zmr D C) I M C m M 7'-5" > _12'-5' N� cfl c0 l rn - --• .1 a C � 18'-0" cD Lo 0rn ji� ; rn r "�0)m O cn *z moo z x x C()rmbm -I� C).,. m b(A5m P x -n CA rn �y x Z� 4 m CWD w P&H Realt , DRAWING STATUS REVISION HISTORY FOR APPROVAL: REV. DESCRIPTION DATE O rn Z- 'THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION _ �„ 3'fZT1 NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. E3 v I L D I N G S Y S T E M S 4 Z= THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF —� 114 ROSEMONT LANE, IMLER, PA 16625 (814)276-9611 rn y THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED y�r om D. >y 'FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. P&H Realty FOR PERMIT: THE GS,BEING FOR PERMT,ARE BY DEFINITION NOTFINAL AONLYDRAWNGS SSUEDIFORCONSTRUCTION" 40'-0" X 40'-0" X 1 8'-0" CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: O DATE: 1/27/04 REU�S��N: 0 FINAL DRAWINGS. ENG: ACB DWN: JAS APPD: ACB m p mp Z . Zr N b0 n Nm nm a a o = z Z z n � D D � cl m W n D n A y D N a Z -1n AJC Z A A< A v n vav p AQ ^ A Z ZN— ICF46 A*0 _ pDcn�o _ fJ H c/) I 14'-1" I I o I L4 i FT1 I 14'-1" (n I co D j -1 fTI I � 14'F- - - - - - - I D I ^' _ c (!) I 14'-1" 4'-0" - - - - — c� o D m I I I I a Co Q m fTl I 14'-1" z I o rn G7 i 14'-1" -�z I I - N N 0 14'-1" �� Jai Fil O D ` N O y D FT, fD I O W I - o I :Em I' m D ( 14'-1" 0 I No rI 14'-1" D i o _ 00 00 Z i 14 D I 14-1 I 14'-1" Fil - U) w c, ZZ::� py000 N ICF46 o� c 7'-5" 12'-5" 18'-0" -n !A D >K ' O00 r z m co C7 Z r � Rt �' �D C),U c c >z7 W--v I � 00 � �p 3Z0O�m � , _ DD >om:cm OODm < X -0 ,p ma)—m r ul D �cmm p N -I rrn;v;u o Z a� rn>m "� k �m v F- z P&H Realty DRAWING STATUS REVISION HISTORY 7- y FOR APPROVAL: REV. DESCRIPTION DATE.O a rG `! � ®THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION 1 NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. B U I L D I N =G S v S T E M S o_� _ THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF 114 ROSEMONT LANE, IMLER, PA 16625 (814)276-9611 THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED O CD h FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. r' ' P H Realty _ 00 n > FOR PERMIT: LJ�1 THESE DRAWINGS,BEING FOR PERMIT,ARE BY DEFINITION -T-1 N ��C NOT FINALONLY S LYDRA GS ISSUED'FOR CONSTRUCTION' �J 40'-0" X 40'-011 X 1$1-01' CONSIDEREDCAN BE FOR CONSTRUCTION: O DATE: 1/27/04 REVISION: 0 FINAL DRAWINGS. . ENG: ACB DWN: JAS APPD: ACB m N �D zm L non r,a Zpp nr-"i a "'a o = Z Z E~� m D ,.p D Nan n y H Z u m- b c ZT b mmrm" D opo g 0 r � c � N gg Zz- ICF48 �*Q - ❑DcnCp -� � — F- - = cr Cn I 14'-1" C4 Hl I - m ( 14'-1" U) F- I m I o am 14'-1" I c Zi D I N o CA ( 14'-1" r 4'-0" — — — — = f c1 O r�I ( I o N � I 14'-1" i o c> I — rn I G7 14'-1" o z I -I � Io ZN� � I 00 14'-1" * F• • N HI N p D -i U) - l p 1 _ l O m 3 1" 0 C— 14'-1,, fTlto I I f'� I 14'-1" -71 14-1 14'-1LJ " HI I L0 LGZ(n ❑yNW N ICF46 7'-5" 12'-5" 18'-0" 18'-0" �� - Cam -nZDC)� v D p�zDZ zrnM m D >- >v-Uc �z -, ` �z��m co �mDm 0 m >rivC j Z01�m X D ,mcnm > N) rnpz z 0-) M>M> >Nrnm r 00 z z P&H Realt AM jAlk oa n 7; DRAWING STATUS REVISION HISTORY O F-T-1 �c a Z i. ®FOR APPROVAL: REV. DESCRIPTION DATE O ITS Z THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION KLM NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. B u i L' D I rN G S Y S T E m S O Z-4 THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF -� 114 ROSEMONT LANE, IMLER,,PA 16625 814 276-9611 9�, co S y THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED n O it 'FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. -P P a H Realty pay �ry FOR PERMIT:THESE DRAWINGS,BEING FOR PERMT,ARE BY DEFINITION Y O �FA � SC NOT FINAL ONLY DRAWINGS SSUEDIFORCONSTRUCTION' �J 40'-0" X 40'-011 X 1 8'-0" CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: A� O DATE: 1/27/04 REVISION: 0 FINAL DRAWINGS. ENG: ACB DWN: JAS APPD: ACB D . 18'—O" In Z m m r nm a s t z z � .,i Z r �D ANG64�1 m Z m I 1 I, CO __ -� oD A]mc o y Pm yz Z D ... c mem czi vz 0 G•) G7 G7 I I W z n n rm- rr- D 4'-0W I I I II � eoo � " N - i IIcl O H WE D o O s� zx w o I n G) C) I to m I C m I I II m HI I I c r z I II - - - - —H A II I II ANG64 IS 7'-5" N� 11'-5' 18'-0" '- - ❑� - m I 14'-1" I = z I 0 I 14'-4" 1 r- I 14'-7„ r I (n I 14'-10" 1 z m m m I 15'-1' 1 i, N z N 15'-4" _ rn o . D -Ti -p- < OO 157 0-nK cnDr 15'-7" N) ;u m ,D K -nz>orj) Z >� �rn OQZ�a I I u D 1 � I 15'-1° I N,c� m D rn m—:00ua M<3: lu �e I 14'-10" I CD ju(n� z I NNXD �z ,�CAM .0 m , I UT UT ."� 14'-4" I . NNN� W mp z 1 0)0) Nv Ntl�m m D �n NC W W v k I I I r 41. 0 oz �N v,i m Wz C) D P&H Realty DRAWING STATUS REVISION HISTORY FOR APPROVAL: REV" DESCRIPTION DATE Q THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. S U I L D 1 N G S Y S T E r4 S Zm THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF -� 114 ROSEMONT LANE, IMLER, PA 16625 (814)276-9611 r I A THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED pp t^ C) y 'FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. P OL H Realty°may ay FOR PERMIT: E c[ � THESE DRAWINGS,BEING FOR PERMIT,ARE BY DEFINITION NOT FINAL ONLY DRAWINGS ISSUED'FOR CONSTRUCTION' 401-011 X 40'-0" X 181-0" CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: O DATE: 1/27/04 REVISION: 0. FINAL DRAWINGS. ENG: ACB DWN: JAS APPD: ACB J a Na a N Ei ANG64 " --- Co --c'1-- �l D z I�DJ-1 II I A z _ o I i I I I cn g Q - a I dC D I 12'-0" I— I II D r 41 o w I DJ-2 rn ? I I I s 1 -0" n� Irn �1 rn i; N Kg 1 -0" I � 1 I II DJ-3 o A TI N i I C) i I � 41 i I r , > 12'-0" _ v' II C o Q I 3 r1 M r M DJ-4 I I �HI rn w l D rn rn rn u z crl I w I ry v �I v I I 4'-0" 1I I ANG64 11'-4' 15'-3" Ii 14'-1" I = Z I IEF5B 6'-2 '1 /2" D I o r r- I 6'-5 1/2" U) 6'- 1 2" z m 8 71 M IEF58 _ C�J . Lc z QO �70 OE cDrrIEF5B 15'-4' LONCrIN � _ �� C �rn (O Tt DDK 3DM 7 -5 1 J" l < zKCo 0 D I p 7'-5 1 I m� MM � zrc -7ZDOtn I 00000MM:z� � zr- oQz I C)c) 7G72LLc-c—n0D- MM ! p D N L 7'-2 1/ �I M(n-'I-I'CW Iv I I I M D Cr1 rts D s I c�l Iv CC) 0,71 I 6'-11 1/2" I W f 1 Z�, m �7 IEF5B - ' O and D I �, o0 oorco OD o0 00 00 00 00 c � C� M K 14'-'10" I T' XXXXXXXXX00T 00 D j Q!'1'1> f Tl I IQ fv M M CA CAI W W C.,4 X X D O Z p O pt cn(n cn cn cn cn(n c l o>m r 14'-7" I NNNNnn0nnNN� DD-I (,4 CA-< f�P�Tt z 'I ��rnrnrnrnrnrnrn IVN� m cn U m A r 14'-4" I iT1aZ CrI I �, _.O- - -- — —— o r>m I o I-rvvoDvrnClclI -'wD fDl1 rn (_ _ 14'-1" I i co I o0 10 I I I J m ggM M z _ (J' z -A = _ -0')0 n _ y ,0) -I,z -D P&H Realt 0 DRAWING STATUS 1771 7 REVISION HISTORY(« + FOR APPROVAL: REV. DESCRIPTION DATE O %Awl% � rn THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION a _ q rn `C. NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. B U 1 L D 1 N G S Y S T E M m p '--4 THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF —� . 114 ROSEMONT LANE, IMLER, PA 16625 S N THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED (814)276-9611 4c O �� T1 a°�y FOR CONSTRUCTION'CAN BE CONSIDERED AS COMPLETE. P$LH Realty CD �1F �, FOR PERMIT: r 4,,�yQ THESE DRAWINGS,BEING FOR PERMT,ARE BY DEFINITION NOT FINAL ONLY DRAWINGS SSUEDI FOR CONSTRUCTION' 40'-0" x 40'-0" x 18'-0" —� CAN BE CONSIDERED AS COMPLETE. p T r�FOR CONSTRUCTION: O DATE: 1�G7�04 REVISION: 0 FINAL DRAWINGS. 11 L V ENG: ACB DWN: JAS APPD: ACB W a O CD T F- Zjj z _ Q -C U) n O y } Cn SIDE WALL rot — GIRT w � M.5 X 100 RIGID ;� ENDWALL COLUMN' M.5 X 100 (TYP) N a O CC ROOF FRAME M.5 X 100 w a0(TYP) PURLIN ' RAFTER (TYP 4 PLCS) WELDED RIGID FRAME COLUMN CONNECTION PLATE o Z 4i X END ❑F PLATES - - p BUILDING -�I-1/4' ` o z "_' O CV m . M°5 X 100 0 (TYP) $° 0 0 0 0 -W - _ I J.� � r V RIGID o 0 0 o ENDWALL `' X Q GIRT w VF TER M.5 X 100 FRAME �- F ? = O CD RAFTERCEE _iu :.` Q Z (TYP) .:, II ENDWALL s COLUMN — m IZ 0 w u ENDWALL GIRTS '" WELDED .PLATE' F. 0. 14330 + , Lu A10 ROOF PURLIN T❑ RIGID FRAME ENDWALL B31 ENDWALL RAFTER TO COLUMN D14 CORNER C❑LUMN TO WALL GIRT o O E Ej ENDWALL COLUMN TO WALL GIRT APPROVAL ONLY 0 F- ENDWALL COLUMN SIGNATURE DATE_.__ _ o PURLIN LAP PURLIN LAP DRAWINGS HAVE BEEN REVIEWED z a. w M.5 X 100 N DOOR (TYP'6-PLCS) ROOF ANDAPPROVEDAS IS ORAS O JAMBS PURLIN NOTED IN RED TO R R > o O o y - ° — FOR FABRICATIONv_ F..RELEASED w Ii I TEK 1 SCREW �. FRAME tY I (4) PER CLIP I - - - - - - - - - - - COLUMN r . 11 M.5 X 100 COLUMN H.5 X 100 It (TYP) FLANG (TYP 4 PLCS) O 0- I BRACE w 1/2' BOLT ; RIGID FTER )KNOT SUPPLIED FRAMEN/ANGE - - - - - -° J BY•CORLE RAFTER JC8,JC10 ❑R ACE z z LLo BASE PLATE JC12 CLIP ° ~ zoo �W o 0 oao� zj WALL GIRT M.5 X 100 V) PLAN ELEVATION' PLAN ELEVATI❑N (TYP 4 PLCS) mW¢�8 mz WELDED PLATE a a =W ¢ xMAY BE°NEAR SIDE, FAR SIDE, OR BOTH z ;2 w w a o BASE PLATE FOR ENDWALL isle E 3 COLUMN E WALL GIRT T❑ FRAME COLUMN t,, " Q a >z W W BASE PLATE'FOR DOOR JAMB O H� G� ROOF PURLIN TO INTERIOR FRAME RAFTER cz C) oo�om ov>� t � -� w■V ZZN p • - _ O w - >G7 ¢ai O Z�W p 2 ~Z ZHN cc F(J Wo¢$ O¢ .. A SIDEWALL COLUMN owoww0 CC oz EAVE STRUT ° - TEK- 1 SCREWS (TYP) M.5 X'100 D❑OR JAMB II 1 ; a 2-TEK 1 SCREWS (TYP) (TYP) 1"tee JCS CLIP DOOR JAMB I O. G g I I !'� N N F. 01 n Civil gineering FRAME H.5 X 125 J_ ' .30778 COLUMN BOLTS - - - - - - ANCHOR BOLT JC8 CLIP WALL GIRT DOOR HEADER BASE PLATE 9 F 10 A4 SECTION SECTION ELEVATIONS PLAN ELEVATION ELEVATION J 1 O EA E STRUT TO RIGID FRAME K WALL GIRT TO DOOR JAMB M 1 . DOOR HEADER TO DOOR JAMB R2 ANCHOR BOLTS AT SIDEWALL COLUMN FLUSHGIRT CONDITION 0 0 PAGE 13 0E 14 O ❑� W 'oz �o vo D rr m n ❑ CDr r � 0 0 0 0 O _. Z TI 0 0 0 O 0 rA Z D f 9 t7 co ci a-i'-• r�- A AO33 W - m CI r0 C I TI O ---I X fr'7 D TI N O r S A 0 A-I D tz m A t f �. V) ZOO N 1 r-9t �m o-I 0 .. . s NV1 V7 DD-0ZC. Oct) �, r 0 A :33 m � r' us O .00Z Z � CRa mom D -4 P&H Realt F7-1 �� DRAWING STATUS REVISION HISTORY „y FOR APPROVAL: REV. . DESCRIPTION DATE O '+ra Z y i� ,' �-�• '`' THESE DRAWINGS,BEING FOR APPROVAL,ARE BY DEFINITION - - - —� NOT FINAL,AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. 8 U I L D .I N G 5 Y S T E M S -N+ C= THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF 114 ROSEMONT LANE, IMLER, PA 16625 (814)276-9611 p 4 m 5 THE PROJECT DOCUMENTS.ONLY DRAWINGS ISSUED Z vm �Q 'FOR CONSTRUCTION'CANBE CONSIDERED ASCOMPLETE.C)o O C/ ^ -r1 f tii- '� FOR PERMIT: PH RealtyTHESE DRAWINGS,BEING FOR PERMIT,ARE BY DEFINITION vli NOT FINAL.ONLY DRAWINGS ISSUED'FOR CONSTRUCTION' (-,� 401-011 X 401-011 X 181-011 CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION: O FINAL DRAWINGS. 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WATER PROTECTIOA OVERLAY DISTRICT WP , • N T` t FLOOD ZONE: THE SUBJECT PARCELS ARE LOCATED,IN FIRM FLOOD 4' .'•,� ZONE C - SEE COMMUNITY PANEL 250001 .0005C —,�— — — — glows" -4 -+ Title 5 0: 0 � Ex.sT. .Bul;l_ptNG ; Building Area/sf Gal/SF Total ' ••'% ° 1 1711 85.6 f :•,:`°'�� I .a o X JI X 2 1521 '76.1 Water 11 I ,r. 1 3 247 185 Pits D e 4 741. 37.1 v- �• o z :c.Ci x x _~ 3 Total Flow. 217.2 Gallons «.A{sz, PAv e R [ Allowable Flow Rk=A °N>F"'DOMA�o,` :GIIa 20,535 LOCUS PLAN �.. x � • ,n _ • :pealcttls �I= 40,000 �V EXt9T: FENca w/ • ti ... Celle I 20 S 001 2o'AcCESS GATLX1SL:;.Lt_AC1� C:t3 3 ro 8� R« 0.5.1 11_61'; �C,L�p e-'cd�+�►�cTr.C-TO ! p�(3;OP., O.OfJ G_AL _° . mac, Assessors Map 344 Total Allowed arc cct4ss- t_oacEl ,n�oN�,.F� wed 225.9 Gallons /eh3 LIN .. .. r .� -__w _µ. ..��ao_'.-�� -�.,.: s d.,�:y�;o:►vti a'�E� z.t:>�:'t: a°.�.:.><3 =:�..-�; Complies • Excess 8 7 3y - - -- - �.. 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J - e .s � 1000 Get. •_-xudvC« U Ns.,. .,.: 0 i,' PIT-PROP, I I 111 { {1 �S 1 DRA1 v a - - _ �_ _=ATGN A.O 5\' -r O 1 1". 1 3 3 O' u _ 4 X 1- O F 34K9 - �J i I . N_-7 oI t3'w� ?13 9s —`��:T �1.LCR —~^ _ EXVST. 9EPT-1c 5y5TEM _r DRAINAGE PROFILE aXZ- b9 F6�►G� ALONG :� WSTORAGB:. �_. _, TO PE RELOCATED " < Not 10'SCOI@ AS 5110WN.PlcfiMlT.98.�SNH FJjA 1 5 2003 N�F ARTH u R V. COTS.`s'R: q, j k �IL 1 Y I fi I f Lot Area 20,535 sf FHER V' NJILDING :)IV • PLAN VIEW Building Area 5,280 sf �1 �/A�1 PLAN Pavement_ 624 sf ,, SITE AN Scale I ��= 30` Total Impervious 5,904 sf AT 0.29 Percent AIL ' 30 ROSARY ,LANE - HYANNIS, .MA FORs, HICKEY CONSTRUCTION, ,INC. *NO ADOITIONA.L.SITE SCALE: 'AS SHOWN DATE: DEC. 24,2003 ' r 'CLG.Ai21NG PROPbSED _ SULLIVAN ENGINEERING INC. :ADOE P CU Rol NG:� .. x 7 PARKER ROAD { 13/oy Acc.css NOT�s- + OSTERVILLE, MA i .AODMD NOTES ON (5 08) 428 • -{zcv.lstoN 1�6�0�1 IMPtt►R�/1oU5 ARQ,� •' Sw -3344 ` . 2 I Ik N.l F AN i € 4 ' it i§ 'r ZONING DISTRICTS: T` I ZONING DISTRICT B: MIN FRONTAGE r2AFT. WATER PROTECTIb-9 OVERLAY DISTRICT WP '. FLOOD ZONE: THE SUBJECT PARCELS ARE LOCATED IN FIRM FLOOD ° %I ( /. '•./ �� '' ZONE C SEE COMMUNITY PANEL 250001 0005C o t LOCUS %` J_ 'a::: 01, o �✓� ° Ex; sT �3. U\LDIWG � Z Building- Area/sf Gal/SF Total � ��--��I � •�" �^y1 I � ( - 1 1711 85.6 /- \ c o / :, D e Water _. I Pits 11 a ank ' I 1 Pits a Yl e 247- 18.5 �;• ® i �_, 4 741 37.1 X ` x s Total Flow 217.2 Gallons i' °x�And Allowable Flow ,. -r = �:t�I_� ---- ------ nl/F�eoN�L u;la 20,535. LOCUS PLAN l 40,000 " �xlsT. F�NG� .,:,i .. . . •lii14 .*� Scole� I =2000� LOT Ex.%S-rcV=E >ars ; 0.51 Assessors Map 344 K EXIST. LEACH.C.B.,S TO. SB 11 AccsSs f CLEANED k- CONNECT TC, Total Allowed 225.9 Gallons Parcel 31 1 - o \ PROP, LEACW. PITS 1 - S -7'1 O{.13E Excess 8.7 .Compiles 341�8 31+9$ 314 Z 35.5 , t li PROP. S O(DO GAL.LEACH KITS t Q I W11'O F"`�-TO Nam . FA 1\1C- 5'= JCL'5 \ t 1 —k CU RG 5T0 F' EXl5. PAVEt7 \O RcQL1IREI� I I 1 `TYP,) rel 13 OT R L AL'A 1 AQUAC VLT4RE' W Q j {3ulLDING No dl ( I; / 20i53SSF' I 5aC'4RlT`/ 00 J +Tj pRAI Ng i + E ; PROP• f�t�1LCING — �1 1 L{T E XIST' 13UILDIh1Cr o - N I +'- I I .D_ o.� Z.A1ri13 Oilll W I -1 1 \ l I n�. /�\� OF NO F L J OR S - 4. p., 1 r 3 o I H �-10' SULLIVAN i 3`1;' q 1 N , �� y . CEO, CIVIL fV -714° O I' !3' W 3.. 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