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HomeMy WebLinkAbout0087 ENTERPRISE ROAD t 1 11 ��n FEB 10 2020 Tenant Fit-out TOWN OF BARNSTABLE 87 Enterprise Road Hyannis, MA Fire Protection Sprinkler System Narrative Report Date: February 8, 2020 901.2.1 (La.i)BASIS(METHODOLOGY) OF DESIGN Scott D. Henderson t"of SECTION I —Building Description a Building"Use"Group: M Mercantile 2020.02.09 �E b) Total square footage: area of work 4,446 sq. ft. '00'05- 1 8:31 :1 3 N c) Building height: 25'0"to roof peak d) Number of floors above grade: 1 e) Number of floors below grade: 0 f) Type of construction: steel g) Type of hazards: retail h) Hazardous material usage and storage: none i) High storage of commodities: none SECTION 2—APPLICABLE STANDARDS a) 780 CMR Code: Fire Protection Systems Requirements b) NFPA Standards: NFPA— 13 2013 Edition(Sprinkler Systems) SECTION 3 —DESIGN RESPONSIBILITY Sprinkler system design drawings and calculations shall be reviewed and stamped by a registered Professional Engineer, registered in State of Massachusetts in discipline of Fire Protection systems design, employed or contracted to review the design of the system for this building. The installing sprinkler system contractor shall contract such design work, as part of their overall work scope. The reviewing engineer shall be the engineer of record. SECTION 4—FIRE PROTECTION SYSTEMS TO BE INSTALLED New wet sprinkler system to be installed in area of work.New system shall connect to existing 4"riser in sprinkler room. Existing sprinkler system in area of work to be completely demolished and capped at party wall. SECTION 5—FEATURES USED IN THE DESIGN METHODOLOGY System designed to provide a sprinkler density of 0.20 GPM per square foot over 1500 square foot remote area. SECTION 6—SPECIAL CONSIDERATION AND DESCRIPTION No deviations are intended 901.2.1 (I.a.ii) SEQUENCE OF OPERATION SECTION 1 In the event of a fire,one or more sprinklers will operate. The installed network of piping will supply water to the operating sprinklers. When a sprinkler operates(fuses),the flow of water will activate the flow switch and the existing electric bell will sound. The flow switch will send an electric signal to the alarm panel, simultaneously sending an alarm(installed by others)to the fire department and will sound an audible alarm within the building alerting the occupants. The building is not equipped with a standpipe system. Fire department may increase system pressure via existing fire department connection. 1 87 Enterprise road Page 2 Fire Protection Sprinkler System Narrative Report 2-8-20 901.2.1 (La.iii)TESTING CRITERIA SECTION 1 -Testing Criteria The sprinkler system shall be tested in accordance with NFPA pamphlet 13. SECTION 2 -Equipment and Tool Sprinkler system installing contractor shall supply all necessary tools and equipment required to conduct the required testing of the systems. SECTION 3 -Approval Requirements Upon the completion of the installation of the automatic fire sprinkler system, the installing contractor shall perform all tests required by NFPA-13. Submitted by: Mass Fire Protection TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map— / Parcel v Application �J T Health Division Date'lssued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Boardr Historic - OKH Preservation/ Hyannis Project Street Address '1 � Village Owner V1 `. ov" Address '61 �A • lwhniS Telephone d Permit Request CQe k O, hknli( p aamibt akuzyi-A amini Whiya lbG Nuy oJq%m w N alt wa%ww -wl I I sae ow, jq cL a.glof . '�smAbr e" �3 , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation }Ob Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing I new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor'Room Court Heat Type and Fuel: ❑ Gas ❑ Oil, O Electric ❑Other ' ;R Central Air: ❑Yes ❑ No Fireplaces: Existing New . Existing wood/coal stove: LYYes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new- size Barn: d'existing"_ril new size_ Attached garage:r❑ existing ❑ new size-_Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION / 1 Town of Barnstable �oFt r Building Department Services Brian Florence, CBO' Building Commissioner BARNSTABI,E RM NSfASLE, •` MASS. - n terns `vnie°K'Ra" sirs� v 200 Main Street, Hyannis, MA 02601 1639_20 lFn Mpg°' www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 June 11, 2019 Mr. James Garvey 201 Osterville-West Barnstable Road Osterville;MA 02655 RE: Site Plan Reyiew#038-19 West Gate Home Medical 8.7 Enterpr-Enterprise HyanMap 294, Parcel 045 Proposal: Change of use from day care center.& church to specialty retail sales of home medical supplies. The other tenant space that presently contains a pool supply business will be reduced to 3,000 s.f, and medical supply unit will increase to 4,440 s.f. Dear Mr. Garvey: At the informal site plan review meeting,the above proposal received an administrative approval from the Site Plan Review Committee subject to the following: • Approval is based upon existing site plan entitled"Site Plan of Land in Hyannis" dated 9/27/99 last revised 1/27/00,prepared for Raymond A. Tricca, 87 Enterprise Road, Hyannis by Down Cape Engineering, Inc., Yarmouthport,MA depicting adequate number of parking spaces for both uses. • Consultation with the Building Commissioner, Brian Florence, is recommended for guidance at the building permit stage regarding requirements for a construction control project. An architect as well as a contractor will be required. Contact: Brian Florence 508-862-4038. • At the building permit stage, floor plans must meet plumbing code for required bathrooms, HP'bathrooms, and mop sinks for both units. Contact: Steve O'Donnell, Plumbing Inspector 508-862-4040. • At the building permit stage,revisions to the fire safety sprinkler system, as determined by the architect, will require Hyannis Fire Department approval. Contact: Lt. Tim Lanman,Hyannis FD 508-775-1300. 7 Applicant must obtain all other applicable permits, licenses and approvals required. Sincerely, zz"w Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Lt. Tim Lanman, Hyannis FD Steve O'Donnell, Plumbing Inspector - i MAP 294 PCL 30 MAP 294 PCL 46 6g 08 rn N MAP 294 PCL 3 _SOT 8 EXISTING COT j CONCRETE FOUNDATION -TOP FOUNDATION O ELEV'50.QQ MAP 294 PCL 45 40,210 SFt V MAP -294 PCL 17 CERTIFIED PLOT PLAN Boa # 99-251 LOCATION #87 ENTERPRISE: -ROAD, HYANNIS, MA SCALE 1 " = 40' DATE 6-26=00 PREPARED FOR: REFERENCE : ASSESSORS. MAP 294 PCL 45 LCP 29719E S.Y. RALEIGH CORP. HEREBY. CERTIFY THAT THE STRUCTURE SHOWN ON THIS, PLAN IS LOCATED ON THE �� GROUND AS SHOWN HEREON.` off 508-362-4541 DANIEL : fax 508 362-9880 A. CILA down cape engineering, inc. / I u CIVrL ENGINEERS __ LAND SURVEYORS y{{{ -- e3e main at. yarmouth, ma DATEst. yarmouth, ma DATE REGEWHY OR r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ( arc I Permit# Health Division " 7,26 Date Issued y lD Conservation Division A., Fee 4o2`�P 0� � Tax Collector ` Treasurer 7 Planning Dept. Date Definitive Plan Approved by Planning Board /- 6U 9 -94 Gev /.PCSp Historic-OKH Preservation/Hyannis r, Project Street Address Village 0 Owner ! Address �l� 6)OW-9171%) Telephone " 77c�3 / 4a Permit Request C F Square feet: 1 st floor: existing proposed 2nd floor:existing proposed ^_' Total new Estimated Project Cost Zoning District Flood Plain Groundwater..Qverlay Construction Type Lot Size C, D e &icrrandfathered: ❑Yes ❑No If yes,attach supporting`documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure kl)14 Historic House: ❑Yes ®No On Old King's Highway:, ❑Yes /No Basement Type: ❑Full ❑Crawl . ❑Walkout ❑Other c 9� �J/���/ � //.> � i AUDAWL Basement Finished Area(sq.ft.) u n Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new O Half:existing new_ice Number of Bedrooms: existing new Total Room Count(not including baths):existing ' 1,1 new First Floor Room Count 3 Heat Type and F I: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing �1 New Existing wood/coal stove: ❑Yes No P 9 9 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 A peals Authorization ❑ Appeal# Recorded ElCommercial Yes ❑No If P,es site Ian review#G V FO"97 y Current Use Vf coa),r' Proposed Use BUILDER INFORMATION Name V-V a�140 C6&0RA17dV Telephone Number Address 1� Mel;( ZVvy zity License# �,igmyxs , R,4 (9HO/ Home Improvement Contractor# /1,2 3e) Worker's Compensation# �.�/ � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - cl&-r i - / J SIGNATURE DATE 6AY 1,4rd 'J r FOR OFFICIAL USE ONLY PERMIT NO.,- DATE ISSUED ., - t 1 MAP/PARCEL,NO. I i ADDRESS t k VILLAGE •+ OWNER ,- �. �. •� � � F • - ' �. DATE OF•INSPECTIO ,. FOUNDATION b :} `FRAME,. INSULATION - ` FIREPLACE r ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: _ ROUGH FINAL Y FINAL BUILDING � DATE,CLOSED OUT ' ASSOCIATION PLAN NO. ) e s • ;,;•fir�� ;. .. - 77. I I I { f I I y N 1. gry. ' - '� ( f �LIOi'_ *'�_._—_.—i;, I +�'��•%�t�l-(o'U•H O.� I I �I � . 41 '( I I �jO 1 / "r•` ��i `j.o r -I Fl.o. �-'- ' I I iq r r , - T .0 �. f`1l�C� � I Gft s'+J�"r'••+:a `xr•�'7'�� I-Enl&tfrl. Ll:r�7f++ Gr3T+perd� Jot,NO 1115�101 iP1Ei j-��� rL0 3!r�' 3�L•' =v' /t M5q �a-.u<-( G�`voGt'Y.dir 2�oa��,.�.!rr�'.�1 c 1zhr, ��i.o 9•� ;-d' k-`tee E.�.uPY FO'J'f!nl/�GI-i A�,h NA'•'..PIS: GJJ Yj.GoNiEB'(E : u.��4 +�t�a�c�l�tCi.�w-I.twv rs P g I .G•!o!���,M!�I!�.-Ys:'; r k.. ( ,.f%..t.GNGI•v,2-I�ie(h•<FNac:.'�G.G�'•c7 >=s G�• . t 1., ^J _.-ram rP�cYf.�01'-IGFI 7. r � ` .: .. 4t AY! r�tJt� LINGG T�ICJ�A /a. �o a j �vtL JISNi�!>T J , : A I AL. o WPf C. a lot r 6 COY -4,4 ILA vim.hA -tio.7,v W,; q o. ;�;^ i� I! ° � r ---- �?"���"'u�`pnN¢ch � �� I I I �i r. 'ii f � ---- JV4 W tPVVi5&V) rr- -1 M ji 25W 77777 a r i _• t ,j kva 4 C'�1'.N IMFF S kL�IG'r14 - 42 I i 1-:'. u �a.ri i I "rr Li 1� vr(�bJN�hDIcc?� pLM1!1�E- - ,Ir�N�ar cour!WL�fN'v =w roe aFh�tk�fEr{�lrlcc+: ) ` II # � I i � I —1 gitnvv rv??- GfY/IU�i ' I j lq L.�I �I • I ... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6ft, Parcel V Application #Qo w�(O 7"_� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 4 3671. Date Definitive Plan Approved by Planning Board _ 16eio c Historic - OKH _ Preservation / Hyannis Project Street Address QY1 6 Village Owner V1 ° �'�1 - Address C69 tA-WaW PA • t hnl3 �M � Telephone6� 3 d Permit Request �,QC(�,��. Otr�d,l��� ��J1b`�iIQ(e �0 Cy1R��YV vow. _1�\c OTv$ U&W%M WIfn 41 M(,r�i.w( wI(I tx Our, fiW cua, of "smck�Aa 1 r i I (c c, h vim Dv, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ` 400 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing I new 2- Half: existing U An ndw --+ Number of Bedrooms: existing _new F C) Total Room Count (not including baths): existing new First Floor'Robm Courf Y' Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: O-Yes ❑ No I r Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: da existing�b neW size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION + 3 Lc f� (BUILDER OR HOMEOWNER) SDI Name .. Telephone Number r-iJ Address (Al1 'D G ^1 Lse # CS'(a�OAA16 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO JWQdoT han SIGNATUR DATE. h FOR OFFICIAL USE ONLY ` APPLICATION# f DATE ISSUED MAP PARCEL NO. t x ADDRESS VILLAGE OWNER DATE OF INSPECTION: a` FOUNDATION Y FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL .x FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. 'a I .,q y The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbets Applicant Information Please Print LeLyibly Name(Business/Organizafion/Individual): Address: q City/State/Zip: Sa G M5 3 Phone#: tfJH YJ - 1533 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling shipand have no employees These sub-contractors have 8. n Demolition working for me in any capacity. employees and have workers' insurance.$ 9. [�Building addition coinP• [No workers' comp. insurance required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised'their 11.�Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 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. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of,MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector, 6. Other Contact Person: Phone#: THE Town ,of Barnstable Regulatory Services y'`' ' , Thomas F.Geiler,Director 1639. �� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner.Must Complete and Sign This Section If Using A Builder I, C�fi Y MON b l rl cco. , as Ownet of the subject property, hereby authorize to act on niy behalf, in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signa of Owner Signature of cant � ls(m 0\ )Tr ccol I N �t Print Name Print Name Date Q:FORMS:O WNERPM&SSIONPOOLS �I,E, Sign * AB TOWN OF BARNSTABLE Permit MASS. ��1639. Permit Number: FD MA'S A Application Ref: 201505092 20071133 Issue Date: 08/10/15 Applicant: TRICCA, RAYMOND A & LINDA A TRS Proposed Use: RETAIL & SERVICE STORE SMALL Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 87 ENTERPRISE ROAD Map Parcel 294045 Town HYANNIS Zoning District g Contractor PROPERTY OWNER Remarks REFACE•FREESTND SIGN 16 SQ NEW WALL SIGN .13 SQ ATLANTIC COAST ACADEMY OF DANCE Owner: TRICCA, RAYMOND A 8t> LINDA A TRS Address: 17 MAPLEWOOD PLYMOUTH, MA 02360 Issued By: PC H TSSLEFMHESTEETSRH ) _ - PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: ' 06/10/15- TIME: 14:10,. t TOTALS '. PERMIT $ PAID , J5 00 AMT TENDERED 75.00 AMT APPLIED 75.00 r, CHANGE: .00 APPLICATION NUMBER: '~ PAYMENT METH: CHECK ' PAYMENT REF: 1782 Town of Barnstable Regulatory Services �^B Richard V. Scali,Interim Director Building Division g Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving_ _ Application for Sign Permit Applicant r'4,6K Y l fAl-6 _ __Assessors No. ,ep Doing Business As: `o9A/TiG CQ r�.7— ,90/aEj4-Telephone No. t�f-5-�� 20 Z Z Sign Location Street/Road: 8 7 z-0 2 i,gam Zoning District: 1K Old Kings Highway? Yes Hyannis Historic District? Yes/j_C0 Property Owner Name:_Z�/�` � ee tq V ✓ Ai 11� ____Telephone:—_ _ Address: 17 AV -/`�.L� aQ 2 Village: /�21..V;49 'Ty�!ti 9 �2364 Sign Contractor Name:�' =5:46 -�S Telephone: 52 F1`- 'a Mailing Address: L� Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? Yes (Note:Ifyes,a wiringper7nitisrequired) Width of building face-15E2�X &x 10= 529V x.10= 520 _ Check one Reface existing sign �L or New Total Sq.Ft.of proposed sign(s) Z�I s Ifyou have additional signs please attac a shcctlisdng each one with dnn ells]oils If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Audiorized Agent�G Date S ,i SIGNS/SIGNREQU revised110413 .f, LiNR i r Coast f • cAdeM'V of �fl ;H STO R1E FARO NT: 50 SIGN FACE: I 24" X WINDOW LETTERING: 13 SQ. FT. OTAL SIGNAGE: 29 SQ IF{T. 06, MOM • PHONE: S+IGN�S • • • APPROVED _ THE ABOVE DESIGN IS THE PROPERTY OF CAPE AND ISLANDS SIGNS AND MAY NOT BE DUPLICATED OR USED WITHOUT EXPRESS WRITTEN CONSENT. • CHARGE F.OR DESIGNS USED WI,T,HOU,T P_ERMISSION.- $500.00 e K�a4 F 1 t antic Coas%t 0 t ance ' t .-r'r'� -.J •a- ...�,.-..4+.--�r�<`--A. ....-.,W-e-., �,.+..�_---+.�.-w-� ,-- .�}..s,,. _,.,�:�, :;.err.� v .-r-a.w._.�t-�..- r"„®'..;- �� .-+ i .�ac�. CY' L �SGfL�JL�C,�QQG71�`QQL� L=JC" ©CC�C�I�7L^;JC�'.QL� ..�CJ[�.JL�C� Q r C7®L7QLL� C�C71�C -_ G7CIQOC�C�CI� JC�G� QC�QL��71 1QLQI 70 t�C��©CI �QG7t�QClCa7CTdG��1 X='QQQC7QCl�]OCaCaI ��7C��C�L�C�L""7t�L�JQL1C7e7�GQ �' C7C�C�1:�1 f,�QCy�J QL�QC7�01.�.J{�CI�iG7�1OS7L�QC� or GL3. QQaQQ `� OC�L7 C-i��70C��QOGI�OC-1�7i�O�lR� C�C�L • ag� +A HANKQM iR o Re '71 k s i o.S&pe69� DATE: CLIENT: CONTACT- PHONE: FILENAME: APPROVED BY: 103 ENTERPRISE RD., HYANNIS, MA 02601 :e .� = e• • • e,: ,. o ' o 508-280-6511 = Town of Barnstable Geographic Information System August 10,2015 294055 ILL, 294031 #103B #83 294030 #84 294019 ' #104 ' 294046 #103 1 V1 IILA 294045 #87 0 lift A 293003 N" #700 i #29 88 9 293017 #73 293016 #64 2 0 34 Feet #63 #� DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:294 Parcel:045 Selected Parcel O boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:TRICCA,RAYMOND A&LINDA A Total Assessed Value:$754400 1"=100'may not meet established map accuracy standards. The parcel lines on this map E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:TRICCA NOMINEE TRUST Acreage:0.92 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:87 ENTERPRISE ROAD such as building locations. Buffer ? k qt r Swiniarski, Ellen From: Tanya Vincent <acaofdance@yahoo.com> Sent: Tuesday, October 25, 2016 10:12 PM To: Swiniarski, Ellen _ _ - Subject: Re:Aerial of'87`Ente�prise Road ►1 ' Attachments: yard sale.jpg Ellen, Thank you for getting me this aerial view and getting back to me as soon as you did. We will be using a small portion inside the building near the front of the building approximately 500 square feet. We want to use the first 2 parking spaces on the right side of the building near our front door. We can set up some tables on the side of the building on top of the mulch and use those spaces for people to look at items so it will not block the driveway for people to drive by. We could also use the mulch across from our side of the building near the street for two tables. We will leave the 4 spaces and 1 handicap parking space near their front door for the pool and spa company plus 2 more for them across from their building. With our 4 parking spots used and 5-6 spots for the pool and spa company that leaves approximately-25 spots for customers to park. On Sunday the pool and Spa Company will be closed so we will not have to leave them any spaces. Volunteers will arrive at 7:30 am to set up. This gives them an hour and a half to set up before our 9' am start time. They have arranged to.be dropped off or carpool with those that are being dropped off. On.Sunday across the street are some businesses that are closed that we can park our volunteers cars. (Dancer's Place, Salon, and Child Day Care Center). _. Please let me know if you have any questions or concerns. Thanks so much, Tanya Vincent r 508-566-2023 Attached is the table setup in orange and parking for the pool spa company in blue On Tuesday, October 25, 2016 3:50 PM, "Swiniarski; Ellen" <Ellen.SwiniarskiCcDtown.barnstable.ma.us>wrote: Hi`Tanya, Attached is an aerial of 87 Enterprise Road for mark up for with your yard sale proposal for the Building Commissioner/Hyannis FD. Please indicate what portion of the building you will be using indoors (approx. s.f.) and any parking spaces intended to be occupied with tables outside., There are 35.spaces total in the lot, you will need to indicate the other tenant's spaces that are not available for your use and also be mindful of HC access, fire lanes and do not block drive aisles. If tents are proposed; 'a tent permit is required and the flammability tag that comes with the tent needs to be a part of the permit (Building Dept). Also you will need to provide a good narrative regarding vendor set up hours and parking and customer hours and parking so the vendors'are not competing for the same parking spaces. A written approval of use of other offsite property for vendor parking if proposed, will need to be provided and the offsite parking spaces must be either extra of have offsetting hours (not r open at the time of your event). Please let me know if you have any questions and.l will try to help. Best, Ellen Ellen M. Swiniarski, Site Plan Review Coordinator Town of Barnstable, MA 508-862-4679 r L. • _ is 44µ pr�.�,��',,z�_�,��F�1,a��$uk,ry yr�NZ;-� r p;�, x� �•.: $ I ,,• .icy ► L. 'T-..:�&��haci $ �b''���--cc4��"�►•,.., ,�•.P ..� c - Ilelit k < ! w,,, '� f.�f. 7 �l�tlltx"� al.;fv y//`//�l .! �,.,rP'• ; ,R l: �!t I Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Pre-application for Business Certificate Date Z� �Z0l Ma� Parcel Applicant Information Applicants Name / Applicants Address `CS 5 ���� 7- Email Address DFt n}Ce�) J4-1( Telephone Number .5 CCU 5 S Listed "Unlisted❑ Business Information r-. New Business? ----------------------------------------• es No Business is aregistered corporation? ---------------------- -. .Yes If yes Name of Corporation Does business operate under the registered corporate name? Yes Is the business a sole proprietorship or home occupation? --------- Yes No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business C Q-_'? y Q t<y Business Address '` Type of Business Building Commissioner Office Use Only Conditions G - 6rDate Building Commissioner f Clerk Office Use Only Giangregorio Robin From: Pisch Steven to: Crossen Ralph Cc: Giangregorio Robin Subject: Raymond Tricca, Enterprise Road Site Plan Date: Monday, May 22, 2000 3:53PM - Priority: High Cost Estimate for curbing along Enterprise Road. Granite Curb-Straight 135 ft.x$19/ft. _ $2565.00 Granite Transition Curb 24 ft. x$22/ft. _ $ 528.00 Subtotal = $3093.00 20%contingincies = $ 618.00 Total = $3711.60 Amount Required = $4000.00 4,1 i, -� bc � U(. L� OnI of I('ca; 4— Page 1 - � , � - b Assessor's Office(1st floor) Map Lot 6'`�� Permit# /3 Co�i Gl#fir�(�4th floor) Date Issued c2 ' oZ& Board of Health(3rd floor)(8:30-9:30/4:00- 2: Fee 6� v Engineering Dept.(3rd floor) House#1 Q SIN Planning Dept.(1st floor/School Admin. Bldg.) Vbv ` is • BARNSI'ABLE. Defi ' ive 1 pproved by Planning Board 19 t619, fD MAC� TOWN OF BARNSTABLE Building Permit Application P ject -treet dress t�7r2-e2/ •..2 D 4" Village �`1 gn/i✓i1 Owner /✓D/14 J Address � Oct, At; Telephone Permit Request /N1i/ Z-� Cy ° /Z� 17*L90✓L5 7V 02� Ut6 Total 1 Story Area(include 1 story garages&decks) / Z a square feet Total 2 Story Area(total of 1st&2nd stories) 7-- square feet Estimated Project Cost $ HOC. — Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use /,4/1�rs Proposed Use �� f/.✓Eff Construction Type 1�1/ Commercial D 6­-/e-F_- Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway 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�� �`�Lr��/ %d✓� /549i;L_ka-D/`0/m Iephone Number Address �r�i4' e_0 License# Q LI-r-/I?J__ Home Improvement Contractor# A) Worker's Compensation# D 2Y7 y6 6/ NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO v SIGNATURE gAT `DATE BUILDING PERMIT DENIED FOR TH 01 J WING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. � DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER J \ DATE OF INSPECTION: FOUNDATION ` 91 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH /I FINAL f FINAL BUILDING J DATE CLOSED OUT r �1 ASSOCIATION PLAN NO. , 47.7 55.8 I 4e2 \/ 49. 46 \/ 49.7 j /\ 49. \ 50. ............. --- — 39. ................................. ` addng 3 .9 49 p \/ .3 1 ti.1 ,. -- - 4 Pa un es . of lansdscape , Supplies and MAP 2 94' a feria 4 8.2 in#4 Ong A - i /\ '----' pavement I e .a O ' g ER PAR 45 002' Y Shea,ce a existing /\4 7.l` rhain linkfence x Bin#2 I e . k'Bin#1 �< concrete blo&(2'x4')2'high) I to stacked to 4'above ground PalleWBundles of landscape Supplies and Wintertime Materials . Firewood � SITE PLAN Storage Area � - W °g NORDY'S BARK MULCH CORP. pavement 87 ENTERPRISE ROAD \/ r._..r 1..g .... .. HYAN N IS MA - SCALE:1 rr=50' '\4 .7 LL - s c:/barn/hughes/nordy.dgn Aug. 21, 1995 11:17:24 cmh tob gis unit scale:1-501 p, y 0-0 g COMMONWEALni OF MASSACHUSETTS `a DEI'AR 'h ENT'OF INDUSTRIAL ACCIDENTS 600 WASH NGTON STREET �a�r+es.: Ganpxr BOSTON,MASSACHUSETIS 02111 - ss,one WORKERS' COMPENSATION INSURANCE AFFIDAVIT mcuc,�h I Ftt/u, Haf L 0,11 (licensee/perminee) , with a principal place of business/resid race ar. _ r. WA . ( f t> 1 K Y(3-1 (City/Statemp) do hereby certify, under the pains and penalties of perjury,that: 1 am an employer providing the following workers' compensation coverage for my employees working on this jo �11�U6�A— Insurance Company Policy Number j I am a sole proprietor and have no one working for me. (] I am a sole proprietor,general contraaor or homeowner (cirde one) and have hired the contractors listed below who have the following workers' compensation insurance policies: Name of Contractor Insurance Company/Policy Number Name of Contractor Insurance CompanylPolicy Number Name of Contractor Insurance Company/Policy Number Q 1 am a homeowner performing all the work myself NOTE Pleue be aware that while homeowners who employ persons to do maintenance,construction or repair work on a dwelling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workeri Compe=tion Act(GL C. 152,sect- 1(5)).application by a homeowner for a license or permit may evidence the legal status of an employer under the Workers'Compensation Act I understand that a copy of this statement will be forwarded to the Department of lndumial Accidents'Office of Insurance for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 an lead to the imposition of criminal penalties consisting of a fine of up to S 1500-^^:_Rd/sr imor sonment of up to one year and civil penalties in the form of a Stop Work Order and a fine of S 100.00 a day against me. =�d1Y 0:- -r-- Signed thi - 19 Licensee rmra c Licensor/Permittor . 21. 0PAmONWEALTH DEPARTMENT OF PUBUC SAFETY OF ONE ASHBORTON PLACE , AgS.SACHUSETTS BOSTON,MA 02108 L I C F t•1':.- EXPIRa - �C � ) EFFECTIVE DATE LIC-NO. RESTR I 03/31/1.9Y4 045 R F JAMES D MCGRATH ! PO Box 706 S pEPIWtS CIA C2640 FEE:. ;, Y NO HEIGHT: T VALID UNM S*NEO BY uCENSEE AND pFFICIAII S } TAMPED•OR.SrNATw+E of THE�R i `.:'�"• �T4�'..�. TINS DOC'•}MENT MUST BE SIC;^tATUPE OF LICENSEE 'tir �`I.fi CARRIEDC*4 THE PERSON OF J THE HOLDER WHEN EN- '77 MtS+IONER. :+nNr GAGEDII4'.'1NSOCCWATION. IIIMFMassachuscus _ v _ HOME IMPROVEMENT CONTRACTOR ; Registration_ 109374 Type - INDIYI Expiration 09/11/96 PINE HARBOR BUILDING CO.,INC. JAMES 0. MCGRATH ,toPO BOX 708/120 GI WESTERN.RD ,,Wwlslwma S-DER S-M 02660-. y L- 1 I �• C 1 y} kL - K 9 11 1 1 0 � ( PAN& �60F To M zx 4'� PdiCL l u'S I ! i i iyM100D ! I I I F-L �o i STS f O X 12 even p i i TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY--BLDG.PMT.#46177 SPR#90-99 ' PARCEL ID 294 045 GEOBASE ID 20648 ( ADDRESS 87 ENTERPRISE ROAD PHONE HYANN I S ZIP - LOT 7 & 8 L BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY - PERMIT 51047 _ DESCRIPTION C/O FOR LIN-RAY FIT.#46177 / SPR 90-99 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: � BOND .00 THE CONSTRUCTION COSTS $.00 .756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * HARNSTABIM + MASS. 1639. D NIICI BYILDING DIV�TQN /, DATE ISSUED O1/11/2001 EXPIRATION DATE �`'' TOWN OF BARNSTABLE TEMPORARY C/O FOR WORK UNDRO 046177 /SPR90-99 /EXPIR .040101 t PARCEL_.ID_.294- 045 GE�JBASE ID 20648 ADDRESS 87 ENTERPRISE ROAD PHONE .HYANN I S . Yam' � ° ZIP - LOT 7 & 8 L BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 51047 DESCRIPTION TEMP..C/O. FOR .LI_N-RAY FIT.#461?7 / SPR 90-99- PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: SINE BOND $.00 CONSTRUCTION COSTS $.00y 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P e!] �K . * BARNSTABM • MASS. 039. MA'I BUI NG ` BY DATE ISSUED 01/11/2001 ,EXPIRATION-DATE 04/61/2001 TOWN OF B,ARNSTABLE !r. BUILDING PERMIT PARCEL ID 284, 045 ADDRESS 87 ENTERPRISE ROAD BUILDING ID 20648 ter' HYANNIS PHONE ZIP _ LOT 7 & e L BLOCK DBA DEVELOPMENT LOT SIZE ��pp DISTRICT HY PERMIT TYPE HUILDC DESCRIPTION COMIK C ALPRETLR IGN EERER BUILDING CONTRACTORS: RALEIGH, STEPHEN V_ ARCHITECTS: Department of Health, Safi TOTAL FEES: $2, 135,00 and EnVIronmentat ServicE BOND �. 00 no COSTS $350,000.00 327 STORES & CUSTOMER SERVICE 1 " PRIVATE P E d MRN�TA�Lr, ]BUII. AI I DATE ISSUED 05/18/2000 EXPIRATION DATE BY CROACHMENTS ON PUBLIC pp0 E vr�,1uI:WALK 04 ANY PART rMEPEOF,EITHER TEMPORARILY OR PER b ANEN%v,,EN. ALLEY GRADES AS WELL AS DEPTH A p LOCATIONIOF PUBLIC SEWEpS MAyZ)FR THE BUILDINQ CODE @E 09TA.INED FR T PEPMIT DOES NOT R€LEASE THE APPLIgANT FROM THE CONDITIONS OF ANY O13TAI ED OM TH'QUST dE APPROVED IC THE JURISDICTION,STREET Oq F FFOURCALLIkspECT10N9REgUIREp ORI HEDERTMENTQFPU6LIC1y0RKE.THEISSUANCEOFTHIS FORONsrWCTION WORK: N RESTRICTIONS. TIONS OR FOOTINGS APPROVED PLANS MUST©E IlErAINEp ONJOBANDO COVERING STRUCTURAL MEMSERS HAS BEEN N WHERE APPLICASLE, SEPARATE rHIS CARD•KEPT POSTEC U TIL FINAL INSPECTIONOLATM). MAQE.WHEpE ACERTIFICATE OF OCCU- PERMITS ARE REQUICAL MOINGIRED FOR ION. PANCYEUIfaEQ,SUCH auIL01N8 SHALL NOT 8ESPECTION BEFORE OCCUPANCY OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MACE, ANECALRINSiLLAt ONS, AND MECH- BUILOINQ INSPECTIGN APPROVALS PLb EC ■ ■ ® ■ 1 / TION APPROVALS ELECTRICAL INSPEGTIDN APPROVAL$ 2 2 3 HEATING INSpE ON APPROVALS CAS, ENGINEERING DEPARTMENT l•Z / DO BOARD of HEi41TH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT OCEp UNTIL PERMIT WILT, BECON►S HULL AND VOID IF C THE INSPECTOR HA APPROVeDTHE STRUCTION WORT( IS NOT STARTED WITHIN SI7( VARIOUS STAGES OF CpNSTRUC- ON INSPECTIONS ARDABE ARRANGED ON THIS TION, MONTHS OF DATE THE PERMIT IS IS861EO AS CARP CAN BE ARRANGED FOR By NOTED ABOVE, TELEPHONE OR WRITTEN NOrIFICA- TION. L .� .i n/.s y,�/��.r✓;�<--�;.='s'/cam r va i�V�L / <Ov --y �r'✓C���%>--����e'c��r�i"vim >a�r'iv r e 4 Jan. 8, 2001 R294-045 87 Enterprise Rd Hyannis OK to issue temporary CO for Linray Fitness good through 4/1/01. Landscaping must be planted according to plan by 4/l/Ol. � . TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 294 045 GEOBASE ID 20648 ( ADDRESS 87 ENTERPRISE ROAD PHONE HYANNIS ZIP - LOT 7 & 8 L BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 48902 DESCRIPTION LINRAY PLAZA - 64 SQ. PERMIT .TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $50.00 NE BOND $.00 Ox� y� CONSTRUCTION COkS $_00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P * * BARNSTABLE, �Eo UILD , G DIYISIO' BYll�ir -� ��� .� DATE ISSUED 09/26/2000 EXPIRATION DATE g°� rod► The Town of Barnstable $ Q' Department of Health, Safety and Environmental Services y RAP.MAJ= Building Division 1639• ��°$ 367 Main Street,Hyannis MA 02601 ED MA'S Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collec r Treasur Application for Sign Permit " Applicant: A l p)e5� Assessors No. PP �^ � Doing Business As: le � -�h c, Telephone No.�n bhlr 7. Sign Location �] Street/Road: I S �G� Zo •strict:a Old Kings Highway? Ye o yannis Historic District? Ye o _ Property wrier. G(� Name: L hi& r�G Telephone: v r 6 �-7 d� Villa e: �r 'r G6 Address• � I Lit � �(�iG �" LG1 g Sign Contractor JORDAN SIGN CO. Name: 103 ENTERPRISE ROAD Telephone: 7�71' Address: Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the-new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? � No (Note:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the.authority of the owner to make this application,that the information is correbt and that the use and construction shall conform to the provisions of Section 4-3 of the Town ofpirnstable o i _ Ordinance. Signature of Owner Authorized Agent: Date: Size: ry Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Offci Date: - o Signl.doc rev.8B1198 %G " B U l �1 NG t��DilTTrgG� "� HOME-BUSINESS-CONIIMERCIAL. .. t Qom/ - Fa*pdw !p ka 1. i F s La s • COPYRIGHTED SCALED DRAWilVG NO. UNLAWFUL USE OR COPIES OF SAME SUBJECT TO COURT ACTION 1 +c 103 ENTERPRISE RD. - HYANNIS, MA 02601 TEL.: 508-771-4020 SCALE: 1.5"= 1 FOOT J DATE SCALE: 3/4"= 1 FOOT =.. DRA�NN BY: .i•�'�?A19�t/ „ SCALE: 112"= 1 FOOT' WORK ORDER NO. I HEREBY AGREE TO THIS-SCALED DRAWING FOR INTENDED SIGN DISPLAY AND APPROVE OF SAME: SIGNATURE DATE Pease tear aiong the perforation w d in(, de he au,,ve se tun wth payn—ett. Tax Rate Per$1000 FISCAL YEAR 2000 REAL ESTATE TAX BILL Issue Date: 03/31/2000 Class 1 Class 2 Class 3 Class 4 -SECOHD PAYMENT NOTICE . Due Date: 05/01/2000 r.X Residential Open Space Commercial Industrial Notice of Real Estate Tax for Fiscal Year 2000 Bill Number: 1209 General $12.80 $12.80 $12.80 $12.80 Based upon assessments as of January 1-1999 your. Real Estate Tax for the fiscal year beginning July 1, Parcel ID: 294-045 1999 and ending June 30,2000 on the following District $3.74 $3.74 - .$3.74 $3.74 described parcel of Real Estate is as follows: Fire District: HYANNIS formation ED Parcel ID: 294-045 %TRICCA,RAYMOND A&LINDA A TRS Location: 87 ENTERPRISE RUL�D 17 WILD FLOWER YARMOUTH PORT MA 02675-1474 Class: 3370 L. Acres: 0.920 i Tax Information 2--,i 9l rig C"52 M-1 NM- Land Value for Class 1: 0 S/A 1: 0.00 General Tax: 1,585.92 Land Value for Class 2: 0 S/A 2: 0.00 District Tax: 463.39 Larid Value for Class 3: 114,800 S/A 3: 0.00 Land Bank Tax: - 47.58 Land Value for Class 4: 0 S/A 4: 0.00 Total Tax: 2,096.89 Total Value for Land: .-114,800 S/A 5: 0.00 Total S/A: 0.00 Bldg.,!Y Total S/A Int:Value for Class 1: 0 0.00 Total Tax+S/A: 2,096.89 Bldg.Value for Class 2: 0 Total S/A: 0.00 .1. Abatements: 0.00 Bldg.Value for Class 3: 9,100 First Installment: 1,048.45 Bldg.Value for Class 4: 0 e Second Installment: 1,048.44 % fotg Total Value for Bldgs: 9,100 Adjustment 1: 0.00 Not Actual Tax: 2,096.89 Adjustment 2: 0.00 Total Bldg'-/.-Land Value: 123,900 4 . - . I I - Total Payments: 1,048.45 Adjustment 3: 0.00 Residential Exemption: Fees: 0.00 0 Adjustment 4: 0.00 Adjusted Total: 123,900 Interest Due: 0.00Adjustment 5: 0.00 Total Taxable Valuation: 123,900 Total Adjustments: 0.00 A e: $1,048.4 L Please put your Bill Number on your check. To obtain a receipted bill,enclose a self- addressed,stamped envelope and both sections of the bill with your payment. Mail Payments to: Office Hours: tt If no receipti is desired,please DETACH TOP SECTION and forward with remittance. A% Town of Barnstable 8:30 AM to 4:30 PM If not paid when due,your tax amount is subject to penalties of interest,demand and fees. Collector of Taxes Monday through Friday is- Interest at 14�percent per annum will be charged from the date of issue to the date P.O. Box 1360 TC 367 Main Stre r et t payment was received in the Tax Collector's Office. r Hyannis,MA 02601-1360 Hyannis, MA 508-862-4054 TAXES ,WILL BE, DELINQUENT ON 05/02/2000. , SEE REVERSE SIDE OF BILL FOR IMPORTANT INFORMATION! For moriii'IA formation regarding the Land Bank Tax,the Voluntary Elderly/Disabled Fund,and the Scholarship Fund,refer to the enclosed sheet. V ta 1 Richard Stevens Building Inspector Barnstable Building Department 367 Main Street-4th Floor Hyannis MA 02601 January 3, 2001 re; LINRAY PLAZA New 7 440 sq.ft. Commercial/Retail Building 87 Enterprise Road, Hyannis MA STATEMENT at COMPLETION of PROJECT At the completion of the above referenced project, I have reviewed the construction and code compliance of the building. In addition,`based on the Hyann s_Buildingt-and Planning Departments sign-offs, I find, that to the best of my knowledge and belief, the construction, evident for review (excluding concealed conditions)complies with the governing Building Codes and Regulations CMR 780 and 521. Sincerely, 1 � v U ARcy�r Rainer Koch Dip Arch(Lon) NCARB �``��r K0p�f, Principal No. 5056 Registered Architect MA#5056 a o Ao 1W of� Q 36 Essex Road, Ipswich, Massachusetts 01938-2532 telephone: (978) 356 5065 facsimile: (978) 356 9171 electronic: kocharchitects@netway. com TOWN OF BARNSTABLE TEMPORARY C/O FOR WORK UNDER 046177 /SPR90-99 /EXPIR 040101 PARCEL ID_294_045__1 GEOBASE ID 20648 ADDRES87 ENTERPRISE ROAD____) PHONE - HYANNIS ZIP LOT 7 & 8 L BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 51047 DESCRIPTION TEMP C/O FOR LIN-RAY FIT.#46177 / SPR 90- PERMIT TYPE. BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safe ARCHITECTS: and Environmental Service TOTAL FEES: DIME BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P * ABLE ; MASS. 1639. BUI NG vIS BY DATE ISSUED 01/11/2001 EXPIRATION ::DATE .04/01/2001 t . I Raleigh Corporation Cortrrnercia(Contractor Dues n • Enginzerwg • Permitting • Established 1973 • Pre-Eag*wredMetafBua&ws Telephone: (508)779-5001 (FACSIMILE TRANSMISSION�COVER SHEET TO: t' _.� DATE: '! TIME:�-- A P COMPANY- FROM: #: 79,6---� '0 5 FROM: FOR-.- FAX#: (508) 775-4464 RE: TOTAL.PAGES (Ii�1CLUDIle1G COVER): MESSAGE: d s 1111111111 Respec y, C� - . .Ralei h Cor orati®n � P LICENSED GENERAL CONTRACTOR LICIENSED ELECTRICAL CONTRACTOR • LICENSED IN MA,NH,ME,VT&RI l KOCH ARCHITECTS rox 978--356--91?1 PAGE 02 Richard Stevens Building Inspector Barnstable Building Department a67 Main Strao-41h Floor Hyann)es MA 02601 January 3, 800l r i e, LINRAY PLAZA New 7 440 sq.tt.Commercial!Retail Building 87 Enterprise Road, Hyannis MA STATEMENT at COMPLErICN of PROJECT At the completion of the above reforencod project; I have reviewed the Construction and code compliance of the building. In addition,based on the Hyannis Building and Planning Departments sign-qffs, I find, that to the best of my knowtepgs and bellef,the construction, evident for review(excluding concealed conditions)complies with the governing Building Codes and Regulations CMR 780 and 521, sincerely, WA JLc AR�,O��c Ralner Koch Dip Arch(Lon) NCARf3 Principalr Registered Ar:hftect MA#5056 No,SU56 96 Essex Piurj4, Ipswich, 356 .3 r1 Ni@Ctf(lil�i: � liUi��1f'�'1}II:"':f�+ll"I'I 1I1YilV 00m f S. V Raleigh Corporation Comnwrda(Contractor • Dmyn . Engineering • Permitting Established.19'73 0 Pre-Eqg=redMcta1Bu&tqgs Telephone: (508)778.5001 FACSIMILE'TRANSMISSION COVER SHEET TO: R(AN+R.� DATE:o/ o o/ TIME: /•:�U' COMPANY: n war e� � r�4��15$��a It FAX,#: � 7 9©'6 P,7 0 FROM: akk 71 S 1Ce.�S U-- _p OR.. a— __ � FAX#: (508)775.4464 RE: F7 c4ix�u ko q-t;,- TOTAL WAGES(INCLUDING COVER): �- MESSAGE: C As vuvvov9 of _`�t`5C�v S'�1/o+� ��� h ye-SA30N5 k4-�t, SY Raleigh Comoratibn Dler�,► • 'Fl+giruerotg Lbiu(Conevaclar Established 1973 Respectfully, Sean B. SWIM FROMCT MANAceIS.V..i, Raleigh Corporation S Mark Lane, 2nd Fir, Hyawds, MA 02601 TeL (509)77&5001 Fax: OR 775-4464 LICENSED GENERAL CONTRACTOR • LICENSED FLErTRICAL CONTRACTOR • LICENSED IN MA,NIf,ME,VT&RI 1, - oF� . The Town of Barnstable EAMMMM ' 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 November 2, 1998 Robert S. Barlow, Tr. Claire B. Hall Family Trust P.O. Box 276 Marshfield Hills, MA 02051 Re: 87 Enterprise Road, Hyannis, MA(Map 294 Parcel 045) Dear Mr. Barlow: I am in receipt of a complaint on the conditions of your property at 87 Enterprise Road, Hyannis. Upon investigation,I noted 16 unregistered vehicles, 2 unregistered trailers, several tires and debris. The front, south side of the roe has a fenced area with approximately 40 vehicles all property rtY PP Y unregistered and in various states of condition. Also, there are 4 unregistered vehicles between this fence and the street. What is this property being used for? If it is being leased,to whom are you leasing it? Sincerely, R44 . Ralph L. Jones Building Inspector RLJ/lbn g981102a i ` I I MAscha<k C@'3LSANCe 1[EPOAt I . rr.ecnusatts energy coda I Permit n I MAS,hack Software Version 2,01 I I I necked by/Data I I ' CITY:Barnstable _ e, SLATE:Mee...h...tte lira): 6139 L4NSTRUCTION TYPE: 1 or 2 Fe111y. pe tachad BATING SYSTEM TYPE:Other(Non-Electric Reeietanca) OATH: 3-2-2000 COP@LIANCQ:PASSES _ Required UA.3069 Your FMma=.06 Area or cavity Cont. clazlr4 xr + . Par!me ter R-Value A-Value U-Value , UA ____ CEILINGS: Rei.sd Trues 369 19.0 19.0 - 9 WALLS:Wood Frame, 16"O.C. 2944 13.0 13.0 ld2 W'L:Metal Prate, 16"O.C. 2944 13.9 13.? 1.0 GL fNG:Window.or[Mors 397 0.300• 116 LV01.5 94 0.300 29 SLAB FLOORS:Unheated. 2.0"1...1. 369 11.0 392 WVA.0 cgUIpMu ; Fnreece. )9.0 A_F_ _ MVAC EgUIPM :Air Conditioner. 10.0 SEER _________________________________________—___________________________________ =LIMCE STATENENi': The proposed building design described here is i ste0t with the be'ilding plans,apec'itice tiona, and other calculations eubmltted with the permit application. The proposed building has peen deli geed to at the requirements of U.Massachusetts Energy Cods. . The heatlnq load•for[hie ba!!dl.g, end __ .!ng Toad it-pp�pria'.e. has bean determined using the applicab s a ign ions found 1. [he Code. The 4VAC equlpeent sal ,:ool�na build in' .hall be no greater than 125.of 1h and ap.c ied in Section.990C 131^and—1. {� • .. Builtler/sae ignsr � pate J f • MAScbook INSPMIM C2LBCI 1, Massachusetts Energy Cade MAS check Software Vsision 2.01 DATE: 3-2-2000 Bldg-I Oept.I use t 1¢Hires: [ ] I t.Ra ides Truss.R-19*R-19 I Comments/LOCa[ton ( Insulation..It achieve full height over the axt.rior wall. ' I 1 WALLS: [ 1 I 1.Wood Fretr_. la.O.C..R-13*R-13 I Comma ./Coca Lion - L M,eceln Place,. 16"O.C.. R-13+R-13 - - 1 Comments/Location I WItIIIOws ANB GLASS 1%J]ItS: - 1 For windows without labeled U-values.deacriba features: - A pan.-Frame Type T-.al Preap?[]eyes([NO I comments/Location - . i I I] I t. U-value:0.3 I Commenta/tocatimn ' I I SLAB-Q4-GPABE PLCOR.: " [] I 1.unheated. 2.D"11911'. P.-31 - ®ante/corn tips I 52eb etioa To e::ta.^,d do-TrOs the top of tb5 slab to at I least 2'0R down to at least the hat-of the slab then I horl2ontally for a total dla_ance of 2". _ 1 HVAG EQ�TP2CNT: [ ] 1 1.Furnace. )B.0 AEl@ • [ 1 I 2.Ali Co.^.Cltl o.^ter. 10.0 SEA. 1 1 AtP LEAXAGE: [ ] I l01 nte. panetr etions.and all other such openings in the building I - P.tnac a __ _of air leakage __t he Wadi ed. I installed in theeblilding....lope,......ad lighting I-res 1 .^tall seat o„_of the tollowing requirements: I I. Type IC rated,manufactured with no penetration.between the 1 inside.f thee__aed fixture e._net I,ng cavlty and denied or - 1 gasketed t.pr-It.'it leakage ilto the a Onditi...d space. 2. P/pe IC rated. In c..rdsn ce with Standard A-E 283,with no I e than 2.0 If.(0.944 Gs)a ant from the the 0, ttoned dp,ce to tn e ceiling ulty, TT,lighting flrtare ha ave 1 e it h been tasted at l5 PA or 1.5]lb./it2 pra.s.re - difference end shall be labs2sI a I vAPO_a.PFARB�: [ ] I Required o the w - -inter aide of all non-vented f....d I mLlSngs.wai ln.one floors. I I MATERIALS Ipa.,HIIFICATIM [ ] I Meteriala and equipment must be identified an that compli.nce I be deternl nest He..^.0 to ct tzar a vr and Siezl ma..le!or all installed heating • , I end coaling equipment and watarhaacing equipment most be prowl dad. Insulation R-vaglazing U-vel�^a nest be clearly marked on the building plans or specifications. I I LMICr INN AT[gl: - • � [ ] I Oucta shed be lnau!ntad par Table J?.d,7.1. - 1 I ilUCr O:STP.I3LTI¢i: r ( ] All a a sib la joints....... n and c actions of supply and return I ductbor'r located outelde conditioned apace, IncludlnS stud begs or ' I ioiat c vitiea/spaces urea to transport a shalt b.sea lea 1 all. mastic sad fi brnus backing tape i tolled according to the I nufacturer'e installation instr.ctionsg Mesh tape may bs omitted w. a gape a e land than v8 inch, Dart tope is^sat • 1 permittadwerTh r e-AC must p--dI.means for balancing I nil sad water dystems. I • I TEHPePAn-�Ps mrtR2s: [ ] Thermos to is ar required for each separate F1yAC system. A manual 1 eatoxatic m o partially r_atrlc:o shut oT2 Lhe heating I and/or cooling input to each zone or Eloorrshall be provided. I 1 MVAC EQUIPMENC SI r- e [ ] I Retell outpuc ca PecTty of the heatlog/roling cydtam is I not greeter than 125%of the design lost as specified I in Seetlond 1110ti 1111 and I I t SJI-I-POOL.: ` I All heated ax i.g pool,..It have a /off heater switch.and ' I require a r ov _„._e _r 20%.!the heating a etgy!a tram - I non-depletabie so.rce.. P001 pumps require a time clock. I ` [ ] I NVAC PIPING INNATION: I HVAC Piping conveying,fluids sbave 120 F or obi led fluids 1 below 55 P must be insulated to the following revels(in,): I PIPE SIZES Ifn.l MBATII4G SISIR•LS: T?HP tFt 2"RVGC_R5. 0-1" 1.25-2". 1 Low prase.../temp. 201-250 1,D 1.5 1.5 2.0 ' Law tempera t... 120-2D0 D.! 1.D l.0 1.5 I Steam condensate any 1.[ 1.0 1,5 2.0 - I LUL 5yS IS; I Chilled water ar 40-55 0.5 0.5 1.0 - i retrlgereat holov 40 t.0 1.0 1.5 2.5 [] I CIR[OI1-Ztt>;._-WAM SYSTEMS: Insulate crrcu to ring hot water pipe.to tie EOitowi ng levels w(in.1: 1 PIPE s22ES(in.) w t I I l9@i-{IECIILATIU�I CZPO_2AS2^v.MAIe.6 fi_P_?A}_'!5. 1 F¢ATm WATER TET@(F): RU[J�V15 0-1" 0-1.25" t.5-2.0^ 2.0+^ 1 1J0-180 D.5 1 1.0 1.5 2.0 ( 190-160 0.5 1 0.5 1.0 1.5 1 200-330 0.5 0.3 0.5 1.0 ----HO'!£5 TO FIELD(Dui10119 De Pe I—1 Use OOlY)--'--------------------- 1 .. 9 ++Fa ���r l.^n Ir/Hp�N/POIII I�. IIi7JNI!'II/JPIIJ . r• BOARD OF BUILDING REGULATIONS ;License: CONSTRUCTION SUPERVISOR Number. CS 011441 Birthdate: 1 112 5/1 9 50 Expires: 11/2512001 Tr.no: 11472 Restricted To: 00 STEPHEN V RALEIGH 19 MARY DUNN WAY L�.•.. / HYANNIS, MA 02601 Administrator 07-1 Board of Buildin Re ulations One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 11/25/1950 Number: CS 011441 Expires: 11/25/2001 Restricted To: 00 STEPHEN V RALEIGH 19 MARY DUNN WAY HYANNIS, MA 02601 Tr.no: 11472 Keep top for receipt and change of address notification. I HYANNIS FIRE DEPARTMENT HYArvIN 95 HIGH SCHOOL RD. EXT. HYANNIS, MA.02601 Q HEM ICAL I HAROLD S. BRUNELLE CHIEF FRFflE1896 E� FIItE PREVENTION BUREAU tlIUUYMT`AWAgFBFSS Of FIRE EDUCATION 1996 BUSINESS PHONE: (508)775-1300 FACSIMILE PHONE: (508)778-6448 LT.DONALD I-L CHASE,JR.,CFI LT. ERIC F.HUBLER, CFI FIRE PREVENTION OFFICER FIRE PREVENTION OFFICER May 9, 2000 Mr. Stephen e en Raleigh S.V. Raleigh Corp. 19 Mary Dunn Rd. Hyannis, MA 02601 Dear Mr. Raleigh, 9 , After consulting the Mass General Laws, specifically Chapter 148:26G, it is our belief that your building at 87 Enterprise Rd. does not require fire suppression sprinklers. The code states that the determination is made by adding the gross square footage of floor areas (including basements) in the calculation for the 7,500 foot rule. The addition of the area of the overhang (744 sq. ft.) cannot be added to our existing 7,440 square feet as it is not floor area and therefore cannot be counted in the total. Thank you, l� Lt. Dona d H. Chase r. Fire Prevention Officer i I C I LZ 1 Claire B. Hallameyer Family Trust Robert S. Barlow, Trustee 3 Cove Creek Lane P. O. Box 276 Marshfield Hills, MA 02051-0276 (781) 834-4387 November 8, 1998 Mr. Ralph L. Jones Building Inspector Town of Barnstable Building Division 367 Main Street Hyannis, Massachusetts 02601 Dear Mr. Jones: In response to our conversation on Friday regarding your letter of the second of November, I am writing to state "in print" that I am presently leasing the property at 87 Enterprise Road to Look Motors of 115 Iyanough Road in Hyannis. r They are using the property to store vehicles which they are said to bring in from the highway or recovery of foreclosed vehicles. I have not viewed the property for some time. I certainly hope that you can convince them to clean it up. f_ They are paying $300 per month to lease it on an "at will" basis. Since iy, &14V ;I 3' Robert S. Barlow i i : . The Town of Barnstable • wnvsr��, , 16�Jga. 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 November 2, 1998 Robert S. Barlow, Tr. Claire B. Hall Family Trust P.O. Box 276 Marshfield Hills, MA 02051 Re: 87 Enterprise Road, Hyannis, MA(Map 294 Parcel 045) Dear Mr. Barlow: I am in receipt of a complaint on the conditions of your property at 87 Enterprise Road, Hyannis. Upon investigation, I noted 16 unregistered vehicles, 2 unregistered trailers, several tires and debris. The front, south side of the property has a fenced area with approximately 40 vehicles, all unregistered and in various states of condition. Also,there are 4 unregistered vehicles between this fence and the street. What is this property being used for? If it is being leased,to whom are you leasing it? Sincerely, Ralph L. Jones Building Inspector. RLJ/lbn g981102a r i I ' 1 ASSESSOR'S MAP 294 ,• Leh °` �i ��` ,N f� � � �.:/�,'1r_ 70-2 f , / 1• �� ;�"� funX s�. �� �•� YW �€ —tom i� ��R '----•_ POND - • ON `•, 6N7 , • : II 1 I 1 xy - IO / i '7.1►,vNnnrti ' n■ ., W Qy r I )) J H HOLES RE /' aN 69-2 1' To"lux 61 allk % 62 IN 10 � ur i Ia i � �: - r=.. • Waco W ` 8 2n4i ) ` �1 .. INK I 23 ' W 1 2 w oro / I ' w1� . C •'�' -`-tea # ! rs 1���. \ �a� sl �� �.tc��F' �r; "- ... — � s ,. .. � y y t � �-•� � .yr ��� P00. 3 i I 1 6 1 615r r IY Vt � w _ !� I Property Location: ENTERPRISE RD MAP ID: 294/ 045/ Other ID: Bldg I Card 1 of 1 Print Date:10/27/1998 0 11%"5141TZMa.Y MIVERIVE �11`111�'� `1301 F7,L-TWU—,q� ,(,,A I EU 5,, , ."'1"', 1 1�qvy W-55 "N74 Klfbff ISAKLUW, Description ode Appraised Value Assessed Value CLAIRE B HALLAMEYER FAM TRUST COM LAND 3370 11480C 11480C 801 P 0 BOX 276 —COMMERC. 3370 9,,10C 9,,10C MARSHFIELD HELLS,MA 02051 BARNSTABLE,MA A ccount# ZU0450 Plan Ret. 9-B rax Dist. 400 Land Ct# Per.Prop. #SR Life Estate #DL I LOT 7& Notes: VISION #DL 2 8 LC2971 I ota 123,90 'P f: W�v' ISAKLUW,RuitSEK1 S I K 511W5-d U v ------I—x— Yr. Code Assessed Value r. o e ssesse a ue r. o e ssessed 6ue HALLAMEYER,CLAIRE B C111875 8/15/83 U V I A BARLOW,ROBERT S TRS C100073 2/15/8! U V 1 A HALLAMEYER,JAMES J C34625 Q 0 HALLAMEVER,CLAIRE B M792 C111876 Q0 To-t—aTI. 123, -- -To—taT- 123, --ro—taT; 123,90C is signa re Assessor I &�WA57 acknowledges a visit by Data Co ector or Year ypelvescription Amount Code Description Number Amount Comm.Int. A"S o Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 9,100 ota Appraised Land Value(Bldg) 114,800 'AV LANO ADJ kUK UIjh Special Land Value 0 PARKING LOT Total Appraised Card Value Total Appraised Parcel Value 123,900 Valuation Method: Cost/Market Valuation Net Total Appraised Parcel Value -av VP "S Permit ID Issue Date lype Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. PurposelResu I Addition 1,401--T7r79T— Shed % At. A L- 71' A VI B# Use Code Description one D Frontage Depth Units Unit rice L Factor actor otes- pecial Pricing A al. net Price an Value 1 33/U PARK LOT B 4 1 0.92 AL 104,00U.U(------0.80 A Loc HY118 124,8UU.Ut, 114,80 ota an nit --V.M AL 7 ota7Ta—nT va --Tm"F,s u \. P�Location: ENTERPRISE RD MAP ID: 294/ 045/// Other ID: Bldg#: 1 Card 1 of 1 Print Date:10/27/1998 W vTkU.Nx Element Gn. Description CommerclatData Ele ents Style/ ype 94 Outbuildings Element Description Model DO Vacant Heat Grade Frame Type Baths/Plumbing Stories ccupancyCeiling/Wall ooms/Prtns Exterior Wall 1 /o Common Wall 2 Wall Height Roof Structure Roof Cover nterior Wall 1 2Element Gode Description lactor Interior Floor 1 Comp Fex 2 Floor Adj Unit Location eating Fuel ` Heating Type Number of Units C Type Number of Levels /o Ownership Bedrooms Bathrooms ,tea na I.Base Rate Total Rooms ize Adj.Factor Grade ath Type Adj.Base Rate Kitchen Style Bldg.Value New Year Built ff.Year Built rml Physcl Dep uncnl Obslnc on Obslnc > pecl.Cond.Code .. ,. .. pecl Cond% Code Descn tion ercenta a Overall%Cond. _ eprec.Bldg Valuev�r/ � 71)►.- U Code ascription LIB Units Unit Price Yr. D p Rt � %Cnd Apr. Value r Code Description LIVIngArea (yrossAreal EJJ.Area Unit cost unaeprec. value tGross L&ILease Area Bldg Val: 1-'J-UU lU• 4L nM Lli'i%.ii CINll;11'�!'F,1Ji� li`lcc. 1^nA N 10 50. 778 4643 P 1 .. �t�. The Town of Barnstable wMaz 'M Department of Health Safety and Environmental Services � �o + Building Division 367 Main Street,Hyannis MA 02601 Office-. 508-862-4038 Ralph Crossen Fax, 508-790-6230 Building Commissioner February 18, 2000 Mr. Dan Ojala Down Cape Engineering 939 Main Street Yarmouth Port, MA 02675 Re: SPR 90-99, TriccaiUnray Fitness Center, 878 Enterprise Rd, Hyannis, (294-045) Dear Mr. Ojala; Please note that the site plan application submitted in regards to the above mentioned project was approved on February 17, 2000, with the following conditions: Applicant must submit detail on Eco Stone or similar product. Applicant must workout curb expense in conjunctlon with other project Building Commissioner suggested contributing value of curbing expense to the cost of asphalt. Curbing to ultimately be done all at once and coordinated with proposed project directly across the street . cerely, Ralph Crossen, Building Commissioner cc: Raymond Tricca q/bldVwptiles/site planisite2000/tricca The Commonwealth of Massachusvetts✓ `— Department of Industrial Accidents =- = Office oflasesaffat/oos _ - 600 Washington Street Boston,Mass 02111 Workers' Compensation Insurance Affidavit name location city !7 1/YU�1� A �� OA�� phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one worlds in anv=acitv /////%///------ /%////////%�%//�//%%// dm workers ensation for my employees working_on this job. I am an em layer provi g ' comp.... .... :::::......::.:.................. ... .....:::..:.::::..:::::..::. ;;:-;: :.;:::><<;: <>;;:«; company name >. adareas C AZT oiiane#� «tv -� ins nce co:: _. I am a sole propriet ,general contractor, homeowner(circle one)and have hired the contractors listed below who have . e followingworkers' compensation polices: conraanv name '...aftk�... -e ::..: >;r+"y''+?'' i .... .. %%'2'>�+ S 2 t } '?< ? 'i i ;i.... i i i i"ass i% ;i::<c:: :i: :`:::' ::i>; £>::i's';:?:: 3<2%>:;=. ........ .. .. ... .. .......... /: ..:: ::......::i.::::::.:..... {{ ................ .............. :w:::: ::•::::•:..:: a y dire ss 1 •':' �•:'i:S`.:;ir•rJ•is: f City' Ie UTIMCU:co::,. ..... .. .: :. :.::. ".. oil H >...:........ F799 ....::... ai '> tC? i < ? % "%`+%%> ` s ` ..........?ii2?2?? ..... j one Clty- :::::: ....:...:.::...: .. .....:.:.:: .. > <> .::::::...............,....:....................... :...........:...... :- ::::::::::::::::....................................:...........:.................::::::............ ;: <::>.: :::::::- .............................:.;. :.;:.; 0 M WE Failure to secure coverage as required under Section 25A of MGL 1S2 can lead to the imposition of criminal penalties of a Sue up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand that a copy of thb statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby cerd the pains and of erjury that the information provided above is trw. eo ed Signature Date Print name L Phone � � official use only do not write in this area to be completed by city or town official city or town• perudNicense# QBrdiding Depar iment ❑Licenaimg Board ❑check if immediate response is required ❑Selectmen's Office QHeaith Department contact person. phone#, ❑Other�� ormed 9/95 PJA) WWI WWI � � 1'���1 � � ♦ :�/�sue.-_ -� '�.. I MA..:. il�11.a..MA►� J 1 Property Location: ENTERPRISE RD MAP ID: 294/ 045/// Other ID: Bldg#. 1 Card 1 of 1 Print Date. 10/27/1998 MU ............ 1,1 QRIPI.4ym "F Y 1 ,' ARLOW,KUDEKY S-1-K Description code Appraised Value Assessed Value LAIRE B HALLAMEYER FAM.TRUST UOM LAND 3370 8111 14,811 0 BOX 276 COMMERC. 3370 9,10C 9,10 801 MARSHFIELD HILLS,MA 02051 BARNSTABLE,MA ME Fan Kef. V-D ax Dist. 400 Land Ct# Per-Prop. #SR Life Estate NDL I LOT 7& Notes: VISION NDL 2 8 LC2971 JAKLU W,]MUDER I S, I JK U1115-10 U V I A rr. CO de Assessed Value Yr. GO de SSeSSe alue Yr. Code Assessed value -IALLAMEYE11,CLAIRE B C111875 8/15/8, U V I A 3ARLOW,ROBERT S TRS C100073 2/15/8! U V I A IALLAMEYEK JAMES J C34625 Q IALLAMEYEP.,CLAIRE B M792 C111876 Q To 123,79—-To—taT- v. I nis signature acknowleages a visit by aData Collector or Assessor Year lypewescription Amount Code Description Number Amount Gomm.Int. IV Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 ota Appraised OB(L)Value(Bldg) 9,100 Appraised Land Value(Bldg) 114,800 "S", Special Land Value EAk— LAI $";I 'p* 0 LAM)AW kUK UbL PARKING LOT Total Appraised Card Value Total Appraised Parcel Value 123,900 Valuation Method: Cost/Market Valuation — e o ppraised Parcel Value 4, - Permitilu Issue Date iype Description Amount Insp.Date Yo Comp. k Date Comp. Commen fs Date IV Ca. rposelResult­'.' IJ404 2/26/96 AD Addition ed IDILl�ILINIW�',�v�ALUA"I"IUi NWz C SEES' IMIWA*'-'*� KA;' --", ** , -60=1111742 5 —x'WIN,04, Hil Use Code Description Zone D Itrontagel Depth Units net rice 1. actor 5.1. U Factor ivona. Adf. Notes-Adjl5pecial Pricing Adj. net Price an Value B 4 U.%AL A Lut HYUN 1.5t 3U 3SITE 124,8UUM 114,8u an nevkj Val!j property,Location: ENTERPRISE RD MAP ID: 294/ 045/// Other ID: Bldg#: 1 Card 1 of 1 Print Date:10/27/1998 .. ..... .,. -..;.. ,*r;...,Y>>. ...., .��. � ;. ._:.. ,..,.. a,.'.� t `•'�tt. ., .,.� z::� ,:� P�ggff s. � & {. ..F, Sr, .t, f. '. ,+:,..�', ?v i. .�,� 'Y "� ':F� s d '..•ye �,u<s,e rig "%' .,.z �c!Y � �:\ ��§ EElement Gd. Ch. De—scription ommercia a . to ements e ype 4 Uutbuildings Element Cd. Ch. Description Model 0 Vacant Heat Grade Frame Type Baths/Plumbing Otories ccupancy eiling/Wall ooms/Prtns Exterior Wall 1 /o Common Wall 2 Nall Height Roof Structure Roof Cover Interior Wall 1 2 ement o e escription actor Interior Floor 1 omp ex 2 loor Adj nit Location Heating Fuel umber of Units. Type eating Type umber of Levels C /o Ownership edrooms athroomsunadj.Base c Total Rooms ize�A e Adj.Factor Grade(Q)Index Bath Type Adj.Base Rate Kitchen Style Bldg.Value New Year Built ff.Year Built nnl Physcl Dep uncnl Obslnc on � 64 t✓1 � � • , pecl.Cond. Code ond. peCl Cond Code Description ercenta a verall%Cond. Deprec.Bldg ValueWJ //�/�(/ 7 7,, Code Description LIB Units Unit Price Yr. Lp Rt ,o n . h pr. Value i ..t 0.:C@.,r� ...: x ,x .'. ..wi .` t:.`� .$C.. :...a' ..�`i R,s0.4a1,.,. uM A ...;.tR:. ?$ \t.. ' i`�`•$ �,��k'3a„. Code Description LivingArea Uross Area P,11.Area Unit Gost Undeprec. Value IM Gross LivlLease Area Bldg Val. MAPASSESSOR'S 294 17 , tax a � « 69 \ it CU 4' . ' 1 I / 1 I 1 Eo Pa+KuAls at it 1 1[ J Aff f en :A o I N+a Q I I 1 f /• W — t i X- H HOLE RS p I r 2 ti D ' PP , 61 d _ ' PAYEQuit D P V� C IAIG 3 6iID !A[ 10 0 q f 26 oIF r ., ,1 u, 1 1 an► Pak 1 naj i �7 - r ii 1 glt t ].r/ /i r 1�1!j lax : .« j ?i 2 _m r Li :F •fix 3 1 t`'1'---w�,�`1� 1 / ora r� `fix� ����`� ^� � t ,,'i'• d o I 11 30Dy par _ f y s:. am �' J Om 78 y \\ b!« p� 59 LUNBER YARD ,. . : W PAYED _t \'. - ,,.E '�s �` ��,'e✓rF >,... •• 12-20-2001 S: 12PM FROM HYANNIS FIRE/RESCUE SOB 778 6448 P. 1 HYANNIS FIRE DEPARTMENT 95 HiGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 IL1RCU)5,BRUNELLE,CHEF FIRE PREVENTION BUREAU. LT. DONALD H. CHASE, JR. LT. ERIC HURLER I19snectnr Incrorf nr ...-r----. ..-,,. ..,... To: Building Commissioner Fr: Lt. Chase Dt: December 20, 2001 Sj' Occupancies We have completed inspections and do not object to occupancy for the following properties: • Crystal Gardens - Enterprise Rd. a • Bagel Baron - Airport Plaza — 7�)Co Thanks Lt. Chase, Jr. Business 508-775-1300 Emergency 9-1-1 Fax 508-778-6448 r TOWN OF BARNSTABLE PARCEL ID 294 045 GEOBASE 'ID 20648 ADDRESS 87 ENTERPRISE ROAD PHONE Hyannis ZIP - LOT 7 & 8 L BLOCK x LOT SIZE DBA DEVET�PMENT DISTRICT HY PERMIT 11078 DESCRIPTION NORDY-� BARK MULCH CORP_ t .PERMIT TYPE BSIGN TITLE SIGN PERMIT Department of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: TOTAL FEES: $50.00 �, �1Vww BOND $.00 �. CONSTRUCTION COSTS $.00 QA 753 MISC_ NOT CODED ELSEWHERE *,' BARNSTABLE4 MASS. I I OWNER BARLOW, ROBERT S TRS p 39. ' ADDRESS CLAIRE B HALLAMEYER FAM TR BOX 276 MARSHFIELD HILS MA BUILDING DIVION t�DATE ISSUED 10/20/1995 EXPIRATION DATE B J. P4-1 � _____---_- r DIVISION APPROVALS FOR CERTIFICATE OF.00CUPANCY TO BE SIGNED BY EACH DIVISION HEAD UPON COMPLETION BUILDING: - DATE: { COMMENTS:/L PLUMBING: DATE: COMMENTS: •�* ' i. ELECTRICAL: r DATE: COMMENTS: GAS: DATE` COMMENTS: CONSERVATION: DATE: COMMENTS: OKH: DATE: COMMENTS: HISTORIC: DATE: COMMENTS: FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: TURN THIS IN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFFS ARE ' COMPLETED.A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AT THAT TIME. dTMe //Q F The Town of Barnstable permit no. Department of Health, Safety and Environmental Services s KAM r Building Division Gatet63 �`� 367 Main Strwt,Hyannis MA 02601 fee J 6� Application for Sign Permit Applicant: 0 my� _e_p d'° Assessor's no. o?9 O 6,/.5 Doing Business As: ,S'f-L-1 15: Telephone a--opy Sign Location street/road: �� ,�rrrz p 2 ( C (Z_b `7 Pt-n/ S' /,� Ga Z Zoning District Old King's Highway District? yes no X Property Owner Name: A A--f l fP- A- Tylf S j Telephone Address:- Village Sign Contractor Name: Telephone Address: Village Description Diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign to be drawn on the reverse side of this application.. Is the sign to be,electrified? yes no (Note: if yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinances. Date Signature of Owner/Authorized Agent Size (sq. ft.) Permit Fee Sign Permit was approved: disapproved: Date Signatur f Building Official f 1 1 O Y}S HOME DELIVERIES 420-0580 3611 Sign Lo c ation FRONT FENCE T - -- ��� S. V. Raleigh oration Development Corporation p p Commercial Contractor Design e Enginec* ?urn-fey Construction cn Established 1973 R E C E i May 25 , 2000 �. t Ms. Robin Giangregorio MAY 2 6 2000 Mr. Steven Pisch TOWN o� 'AP��STna�t Town of Barnstable BU1, �wc oiv Barnstable Town Hall -- Barnstable, MA 02601 Re: Raymond & Linda Tricca / Enterprise Road Site Plan. Dear Robin and Steven: 4 Please find enclosed a check made payable to the Town of Barnstable for Four Thousand Dollars ($4,000.00). - These monies are to be used by the Town of Barnstable to purchase and install the granite curbing required per site plan SPR 90-99, Tricca/Linray Fitness Center, 87# Enterprise Rd, Hyannis, MA (294-045). It is understood that the cost to provide these materials and the appropriate labor will not exceed the Four Thousand Dollar ($4,000.00) assessment and any proceeds held in escrow not used in it's entirety shall be promptly refunded to the maker of enclosed check. It is also understood that occupancy inspections or completed operations that are directly in contact with or part of the granite curbing installation, shall in no way prevent the Tricca's from occupying their structure, so long as all other' inspections are completed and accepted by the appropriate Town Authorities. Resp Ily, #' Ste hen V. aleig President General Contractor for Subject Property SVR/deh — cc: Linray Enterprises mw:Linrayltr 19 Mary Dunn Way,Hyannis,MA 02601 Tel: (508)778-5001 • Fax: (508) 7754464 Town of Barnstable r Regulatory Services BARMAS& 'E Thomas F.Geiler,Director rEo39.�A Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 27, 2001. Ray Tricca 87 Enterprise Rd. Hyannis, M.a 02601 I ' Re: SPR 033-01, 87 Enterprise Rd., Hy (R294-045) Proposal: Installation of two trailers Dear Mr. Tricca: Please be advised that this application was approved at the Site Plan Review hearing on April 26, 2001 with the following conditions: • The trailers must be screened from public view. • The trailers must be installed on a flat surface. • Placement of units shall not diminish emergency access.- This application has been referred to the Zoning board of Appeals. Sincerely, Robin C. Giangregorio SPR Coordinator Q:B1dg\sitep1an\2001\1inray Jan. 8, 2001 R294-045 87 Enterprise R C:Hyannis�� OK to issue temporary CO for Linray Fitness good through 4/1/01. Landscaping must be planted according to plan by 4/1/01. • S. V., Raleigh Corporation Commercial Contractor • Design EngOwiw Turn-74y Construction • btabtisW 1973 • December 2614, 2000 Town of Barnstable Building Department 367 Main Street nis,,MA U601 RE: Cainstruction"Suo'ervieors IFinsI Aftidavlt--Permit#46177. To Whom It May Concern: The undersigned, being duly sworn, deposed; Has made regular and periodic site visits to observe the construction carried out at 87 Enterprise Road, Lots 7 & 8 L, Parcel ID 294 045, Hyannis, MA 02601, All required approvals have been submitted and there are no outstanding violations of law or orders of the Building Department; and the said construction has been satisfactorily completed in all respects in accordance with plans and specifications submitted for permit purposes, and with all applicable codes, rules . and regulations of the Town of Barnstable and the Commonwealth of Vaz;aachusetts (excepting those items, if any, which do not endanger the intended occupancy for the project, or which constitute deviations from the said plans and specifications), Therefore I request that a certificate of occupancy be issued for the above address. \,', 1111111,r Respectfully, Ste en V. I Igft - President �-, , i,^�i i. t, r COWIMe Seel: 111 Then came the above named, Stephen V, Raleigh, President and swore that the statements made in this instrument are true, to the best of his owledge and belief, before me. Oak ary ublic 5%farkl xiz., 2ndF(r, Hysiruus,M,4 02601 Tel: (508)778-5001 Fax: (508)775.4464 � r Sign ,. TOWN OF BARNSTABLE Permit * BARNSTABLE, MASS. Permit Number: Application Ref: 201105756 20070663 Issue Date: 10/14/11 Applicant: TRICCA, RAYMOND A& LINDA A TRS Proposed Use: RETAIL & SERVICE STORE SMALL Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 87 ENTERPRISE ROAD Map Parcel 294045 Town HYANNIS Zoning District g Contractor PROPERTY OWNER Remarks 12 SQ WALL SIGN KINTATI TRANSPORTATION CO, LLC Owner: TRICCA, RAYMOND A SZ LINDA A TRS Address: 3888 MANNIX DR., STE 303 NAPLES, FL 34114 Issued By: PCwzo POST THIS CARD SO THAT IS;VISIBLE FROM THE S REST a 4�' S , PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 10/14/11 TIME: 14:30 -----------------TOTALS----------------- PERMIT $ PAID 50.00 AMT TENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 APPLICATION NUMBER: PAYMENT METH: CHECK PAYMENT REF: 201105756 s oFTHEr°,,, Town of Barnstable ti Regulatory Services 91A MASS. ` Thomas F. Geiler, Director TF1639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 S, Permit# 51" Building Official approving 16 Application for Sign Permit Applicvht r t Assessors No.-2"94p Douhg Business AS- Ce,w -p SK=f-S c�-1 Telephone No. Sign Location r Street/Road: Zoning District _ Old Kings HighwayP Yes& Hyannis Historic DistrictP Yes NGo Property Owner Name. ( LC Gv2 �S Telephone:CM Address: ��1(21L� Village: Sign Contractor - 9 t Name: Telephone: Ln Mailing Address: .4 y a Q Description ' P Please follow the cover directions.You must have an accurate rendition of sigh with dimensio s quid location. Is die sign to be electrified? Ye (Note.11•yes, a Mr)ffpermitisrequ.red) Width of building face t19 ft. x 10- / Ox .10- 12 00 O Check one Reface existing sign or New ✓Total Sq. Ft of proposed sign 11'you Ilave additi0111?J4P1sP1ease atGzch a sheet1istvlg eacJi ogle Pratt dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of dic omier to make this application, dial die information is correct and dial die use alul construction shall conform to die pro�lsious of §240-59 dhrough §240-89 of die Town of Banistable Zoning Ordinance. Signature of Owner/Authorized Agent ti �—Date F U �/ TRANSPORTATION COALC d � 6' r Yr, M�r Iri �Y^ w DATE: Tuesday, August 02 2011 CLIENT. CLIENT CONTACT. CONTACT PHONE: PRONE FILENAME: FILENAME APPROVED BY. 103 ENTERPRISE RD., HYANNIS, MA 02601 l mau (offimMmou 508 81 5 343'1 go YOU WISH TO OPEN A BUSINESS'? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. -it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. ake the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. 1/•tiFl�>�•,. •.ay..-u 0 ..:.;--ii, µ'I DATE: Fill in please: t I ,,i11rJR.i�{. A .APPLICANTS YOUR NAME/S: I10/�h C�.� �.ChP_l �Cd,�1���`1Q-C�l�•d7 tfiF,�;r'I` strlfl,il(IIY 'h��s' s +�,fi BUS( ESS YOUR HOME ADOFIEfSS. _? � ���f l J 1A1lU6PMY 1,It'i 1.1 3i 11111p1 �-d-lrl� o m3�Plld I¢ f UPC6 4!11�y klilllfll 7 6� 6 ` -,r 7 E? IR "gil -4 TELEPHONE .# Home Telephone Number —V�))2 5,? -eol,,�Ing= 717/ NAME OF CORPORATION 55 NAME OF NEW BUSINESS TYPE OF BUSINESS /t: (� i� G(C7JYI IS THIS A HOME OCC(JPATION? . YES ✓_IVO q j , �4DDRE5S OF BUS .INESS a e i7Hl� MAP/PARCEL NUMBERU`'� {Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations'of the Town of (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 OFFICE This individual has n In ed of a permit requirements that pertain to this lype of business. - ' Authorized Signature COMMENTS: 2. BOARD OF HEALTH This individual ha e infor, e e p t req it ments that pertain to this type of business. Authorized nature** UST"OMPLY WITH ALL .,COMMENTS: HA7A DOUS MATFRI ! c IREG n T-io - I 3. CONSUMER AFFAIRS( CENSI G AUTHORITY] This individual has6�n Inf r e of he licensing requirements that,pertain to this type of business. i Authorized Signature** 'COMMENTS: h S ea Sally From: Lt. Don Chase [dchase@hyannisfire.org] Sent: Wednesday, January 28, 2009 10:46 AM To: Perry, Tom; Shea, Sally Cc: davidsauro@comcast.net Subject: 87 Enterprise Rd renovations Hi, All set for a building permit for this property. They do need a sprinkler contractor to obtain a permit from us to shut down, relocate heads and lines, and return to service the sprinkler system. Thanks Don Lt. Don Chase, FPO Fire Prevention Officer Hyannis Fire Dept. dchase*iyannisfire.org 1 !1 + BARNBPABIE. • . pr Eorux� t-` f ii �• Town of Barnstable Zoning Board of Appeals Notice — Withdrawn Without Prejudice Appeal 2001-78- Linray Fitness Superstore Special Permit- Section 2-6.1(3),Temporary Container for Bulk Storage Summary: Withdrawn Without Prejudice Petitioner: Linray Fitness Superstore,Ray Tricca Property Address: 87 Enterprise Rd.,Hyannis,MA Assessor's Map/Parcel: Map 294,Parcel 045 Zoning: Business and GP Groundwater Protection Overlay Districts Relief Requested&Background The application before the Board is for a special permit to allow for the temporary maintenance and use of a trailer for business purposes, specifically for`seasonal'storage. The site is a developed with a three- bay commercial/industrial, one-story building of 7,497 sq.ft. built in 2000. The site is located along J Enterprise Road in an area that has seen considerable redevelopment. Sometime after the construction of the building, a trailer/container units appeared on the site. According to the April 26,2001 site plan review file,the trailer/units measures 8 feet wide,40 feet long and 8 feet high. It is apparently used for storage of seasonal inventory and may be needed for 3 to 5 years. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 04, 2001. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 25, 2001, at which time the applicant requested and the Board granted a"Withdrawn Without Prejudice." Board Members deciding this appeal were Daniel M. Creedon, Gail Nightingale,Richard L. Boy, Randolph Childs and Chairman Ron S.Jansson. The applicant,Ray Tricca, owner of Linray Fitness Superstore, represented himself at the hearing. The applicant described the storage unit as storage containers, and not a trailer. He cited the need for such, due to required volume buying of retail goods. He noted that having moved from his previous location, he suffered a reduction in floor area and,there fore, needed the bulk storage unit. The board members discussed the fact that the applicant owns the entire building and only recently built it. It was noted that the applicant has applied, seeking a special permit,to allow for a"Prohibited Use'. The board questioned if a variance would be needed rather than a special permit. After discussion,the applicant requested that the appeal be withdrawn without prejudice. q Motion: At the hearing of July 25, 2001, a motion was duly made and seconded to permit the appeal to be withdrawn without prejudice. The vote was as follows: AYE: Daniel M. Creedon, Gail Nightingale, Richard L.Boy,Randolph Childs, Ron S.Jansson NAY: None Ordered: Appeal 2001-78 has been withdrawn without prejudice. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ron S.Janss , Chai an Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this Q(9_ day o under the pains and penalties of perjury. rZ? Linda Hutchenrider,Town Clerk 2 hIAM rr In M 13 Town of Barnstable Zoning Board of Appeals Notice - Withdrawn Appeal 2001-33 - Driscoll and Burns Summary: Withdrawn Petitioner: Agnes D.Driscoll and Alexis C.Burns Property Address: 801 Main Street,Cotuit,MA Assessor's Map/Parcel: Map 035,Parcel 103 Zoning: Residential F,Resource Protection and GP-Groundwater Protection Overlay Districts Background: Agnes D. Driscoll and Alexis C. Burns applied for a Modification of Special Permit No. 2000-48, Condition#6,to allow for more than a 20% addition to an existing structure. Condition No. 6, of that permit read"With reference to Parcel A, and Parcel B the proposed structure shall not exceed 20% of the existing footprint of the building." The applicant is seeking to have that . condition modified to read, "With reference to Parcel A and Parcel B-the proposed addition to the residence on Parcel A and B shall not exceed 1,625 sq.ft. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 25,2001. An extension of time for holding the hearing and for filing of the decision was executed between the applicant, and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened April 04,2001, continued to May 16, 01, and to July 25, 2001, at which time it was withdrawn. Board Members hearing this appeal were Daniel M. Creedon, Gail Nightingale,Richard L.Boy, Randolph Childs, and Chairman Ron S.Jansson. Attorney Patrick Butler represented the applicant. . The hearing was opened,testimony given and public comments made;minutes were taken. At the July 25 continuance,the Chairman read a letter dated July 18, 2001 from Mr.Butler, requesting that the appeal be withdrawn with prejudice. Motion: At the July 25, 2001 hearing, a motion was duly made and seconded to allow the appeal to be withdrawn. The vote was as follows: AYE: Daniel M. Creedon, Gail Nightingale, Richard L.Boy,Randolph Childs,Ron S.Jansson NAY: None Ordered: Appeal 2000-33 is withdrawn. Appeals of this decision, if any,shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision in the office of the Town Clerk. 8 a� Ron S.J sson, hairman Date-Signed I Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day if 0o under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 2 r w Rumirmu , Ep MIx� Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2001-77- Freedman Modification of Variance 1988-10, Condition#3 Summary: Granted with Conditions Petitioner: Robert A.Freedman Property Address: 351 Main Street,Cotuit,MA Assessor's Map/Parcel: Map 022,Parcel 030-002 Zoning: Residential F,Wellhead Protection and Resource Protection Overlay Districts Relief Requested& Background The issue before the Board is that of a violation of a condition imposed in Variance 1988-10. In 1988,the Board granted a variance to a parcel of land that had two residential structures on it. That variance permitting the lot to be divided into two lots in accordance to MGL Chapter 81L. That Chapter allows for a lot with multiple dwellings that pre-dated subdivision control to be divided. The variance was granted for minimum lot area,minimum lot frontage and lot shape factor. The grant of the variance legalized the lots and structures under zoning. That variance conditioned the subject lot with the restriction that the dwelling structure located on the undersized lot was not to be expanded. Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 26, 2001. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 25, 2001, at which time the Board found to grant the modification of Variance 1988-10. Board Members deciding this appeal were Daniel M. Creedon,Richard L. Boy, Thomas A. DeRiemer, Jeremy Gilmore and Ron S.Jansson, Chairman. Attorney William G. Howes represented the applicant who was also present during the hearings. Mr. Howes gave a short history of what had occurred. He noted that the dwelling was expanded with all proper permits being issued. There was no willful intent to circumvent the restrictions imposed in the 1988 variance issued by the board. It was an honest mistake on the part of the applicant and the town. A memorandum was submitted on July 23ed that fully describes the circumstances. The addition was a modest one, having 416 sq.ft. of dwelling added to it and a one-car attached garage. The Board discussed the appeal, noting that the addition did not increase the number of bedrooms. It remained at one, and there is no intensification of its use. Chairman Jansson noted that one letter in support of the appeal was submitted for John Maloy,Jr. The public was invited to testify. Edward Murphy spoke, questioning what assurances the neighbors would have that this mistake would not occur again. The Board responded that Mr. Howes offered to record the modification and also have a notation placed on the property deed that this restriction exists so that any new buyer would be immediately aware of it. Findings of Fact: At the hearing of July 25, 2001,the Board unanimously made the following findings of fact: 1.. Robert A. Freedman has applied for a Modification of Variance 1988-10, Condition#3 to allow the expansion of an existing single-family dwelling. The property is shown on Assessor's Map 022 as Parcel 030-002. It is commonly addressed as 351 Main Street, Cotuit,MA in a Residential F Zoning District and in the Wellhead.Protection.and Resource Protection Overlay Districts. 2. The applicant is seeking to modify Condition Number 3 of Variance 1988 to allow for the expansion that has already occurred. That variance allowed for the creation of two undersized lots upon which sat a dwelling that pre-dated Subdivision Control. 3. When that variance was approved on February 11, 1988, it imposed Condition Number 3 which stated that the "existing buildings on the lot shall consist of only one single-family residence on each lot and[that]no structure on either of the two lots be enlarged or expanded." 4. The lot in question was subsequently sold to Dr Freedman in 1998 who, in 1999,sought—and was granted from the Town—a building permit for an addition to the dwelling. Apparently,Dr, Freedman was not aware of the restriction imposed on the structure. The Town issued the building permit,unaware of the restriction imposed by the board in 1988. 5. The modification may be granted without substantially derogaS�ig from the intent of the variance issued. Nor would the.modification be substantially detriment to the neighborhood, given that the dwelling is still only one bedroom and that the addition is only 416 sq.ft.,plus a garage. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the requested modification with the condition that the remaining condition of Variance 1988-10 remain unchanged, and that t e not be further enlargement or expansion of this building and that the variance be recorded along� it a marginal reference placed on the deed to assure that the variance will be detected upon future sale of the property. The vote was as follows: AYE: Daniel M. Creedon, Richard L. Boy, Thomas A.DeRiemer,Jeremy Gilmore and Ron S.Jansson NAY: None Ordered: Modification of Variance 1988-10 has been granted. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ron S.Janss n, Chairm Date Signed 2 1 I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County,Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this (/� day of under the pains and penalties of per)ury. c G- Linda Hutchenrider, Town Clerk 3 _ „" _ Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2001°79 - Morrissey and Lynch Special Permit- Sections 4-4.4 Expansion of Pre-existing Non-conforming Building, and/or Modification of Special Permit 1996-70A and Special Permit- Section 4-2.10 Reduction of Parking Requirements Summary: Granted with Conditions Petitioner: Robert J.Morrissey and Michael G.Lynch,Trustees High Point Trust Property Address: 839 Main Street,Osterville,MA. Assessor's Map/Parcel: Map 117,Parcel 103 Zoning: Business A,Residence C and GP-Groundwater Protection Overlay Districts Relief Requested&Background According to the Assessor's Record,the property at issue is a.44-acre lot developed with a two-story 16,390 usable sq.ft. retail commercial building. The structure is located in the Osterville Business district and is within the Business A and Residence B Zoning Districts. The building originally contained shops and a movie theater, but was converted to offices and retail uses in 1980. The portion of the building furthest from Main St. extends about 58'into the Residential C Zone. The structure has been undergoing some renovations and improvements, both inside and to the front fagade. The applicant seeks to expand the structure with a one-story addition of 990 sq.ft.to be located within the Business A Zoning District. The addition would eliminate one of the existing on-site parking spaces. The existing structure is non-conforming and occupies 57% of the lot area,whereby 35 %is the maximum permitted. The applicant seeks to increase that coverage to 63%. The non-conformity in lot coverage apparently stems from a 1954 land transfer to create the Town Parking lot located to the rear of the building. The locus has been before the Board in 1978 and in 1996. In 1978,the Board authorized a change of use and expansion of that portion of the building in the residential-zoned area. It permitted the theater area to expand and convert to shops and office use (Appeal 1978-68). In 1996, Robert J. Morrissey and Michael G. Lynch,Trustees of High Point.Trust, went before the Board seeking to change the non-conforming use of the back portion of the building regulated by the 1978 permit and to reduce required on-site parking. In that appeal,the Board allowed for a designer's shop, sales and display area on the second floor of the back portion of the building located in the residential zoned area (Appeal 19%-70A). The Board also authorized a reduction in the amount of parking required by that change of use and permitted a reduction of 4 spaces (Appeal 1996-70B). In granting the change of use in the Appeal 1996-70A,,the Board specified in Condition 7 of it's decision; "There shall be no further expansion of the structure, including that part located within the BA district, without permission from this Board. It is the express intent that if this building is ever expanded beyond I that section, then that (section) which infringes into the RC Zoning District, should be removed and the non-conforming uses located within should be transferred into the BA zoning district." Procedural &Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 24, 2001. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 25, 2001, at which time the Board found to grant the special permit in accordance with Section 4-4.4 "Pre-existing Non-conforming Buildings," and as a modification of Special Permit 1995-70B. The Board also found to grant a special permit in accordance with Section 4-2.10"Reduction of Parking Requirements". Board Members deciding this appeal were Daniel M. Creedon,Thomas A. DeRiemer,Jeremy Gilmore, Randolph Childs and Chairman Ron S.Jansson. Attorney John R.Alger represented the applicant. Also present for the applicant was Bernard Wilber,Business Manager. Mr.Alger gave a brief history of the site and its change in uses. He noted that in 1954 the Town purchased the rear area of the lot for creating a public parking lot that is used by all merchants in the area. He cited that the proposed expansion was for storage by existing tenants of the building, and would not represent intensification. He noted that the recent improvements included the restoration of the building fagade to its 1940's look, and was more in keeping with the character of Main Street, Osterville. The Board and Mr. Wilber discussed the type of business in the buildings, and it was determined that 11 potential tenants could be housed in the structure. These include both retail sales and office tenants. At present nine (9) of the suites were occupied. The Board discussed the nature of the relief requested and it was agreed that relief was needed only in two areas (Sections)to accomplish the applicant's proposal. They were: 1. A Special Permit under Sections 4-4.4 Expansion of Pre-existing Non-conforming Building, . . and/or Modification of Special Permit 1996-70A, and 2. A Special Permit under Section 4-2.10 for a Reduction of Parking Requirements. The public was invited to testify and no one spoke in favor or in opposition to the proposal. Findings of Fact: At the hearing of July 25, 2001,the Board unanimously made the following findings of fact: 1. The applicants are Robert J.Morrissey and Michael G. Lynch,Trustee of High Point Trust. They are seeking to amend or modify Special Permit 1996-70A, Condition 7 and/or to seek a Special Permit under Sections 4-4.4 Expansion of Pre-existing Non-conforming Building. The applicant is also seeks a Special Permit in accordance with Section 4-2.10 Reduction of Parking Requirements. The property is shown on Assessor's Map 117 as Parcel 103,and is located at 839 Main Street, Osterville, MA in a Business A and Residence C Zoning District. 2. The applicant seeks to expand the non-conforming structure by adding 990 sq. ft.to the first floor of the building to be used as storage. The addition is completely within the Business A Zoning District. The space is to be used by existing tenants of the building and no new tenants are being 2 provided for. The use of the building is not changed. It will remain retail and office uses as permitted by the board and within the underlying B Business Zoning District. 3. The one-story addition would eliminate one of the existing on-site parking spaces. 4. The existing structure is non-conforming and occupies 57% of the lot area whereby 35 %is the maximum permitted. The applicant seeks to increase that coverage to 63%. The lot coverage aspect can be included with a permit for the expansion of the non-conforming building. 5. The parking reduction requires a Special Permit under Section 4-2.10 for a Reduction of Parking Requirements. Section 4-2.9 -Schedule of Off-street Parking,establishes the required parking. 6. The application falls within a category specifically excepted in the ordinance for a grant of a Special Permit. 7. After evaluation of all the evidence presented,the proposal fulfills the spirit.and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 8. The proposal was reviewed by Site Plan Review Committee and approved. 9. With reference to the special permit requested for a reduction in the required parking—Section 4- 2.10, the applicant met those requirements for the grant of the permit, specifically,that use of a common parking area by different uses having different peak hours of demand, off- premises. Supplementary parking is provided for employees. The vote was as follows: AYE: Daniel M. Creedon, Thomas A.DeR.iemer,Jeremy Gilmore,Randolph Childs NAY: Ron S.Jansson Chairman Jansson cited that he was voting in the negative because he saw the expansion on the lot to be excessive. He noted that this is already built-upon right to property lines and that further building will add to congestion and would be a substantial detriment to the neighborhood. Decision: Based on the findings of fact, a motion was duly made and seconded to grant special permits in accordance with: 1. Section 4-4.4, Expansion of a preexisting Non-conforming building and/or modification of Special Permit 1995-70A with the following conditions: • The expansion is to be built and used for storage only, as represented to the board and as depicted on the site plan submitted entitled" Site Plan of Land 845 Main Street Barnstable, Osterville,MA prepared for High Point Trust," dated April 4, 1996, last revised date October 10, 2001. The addition shall be one story only. • Condition Number 7 of Special Permit 1996-70A shall be changed to read" There shall be no further expansion of the structure without permission from the Zoning Board of Appeals. • All conditions of the previous special permit shall be in full force except as modified by this decision 3 _ s 2. Section 4-2.10 for a Reduction of Parking Requirements to allow for the elimination of the one parking space that occupies the area in which the building is to be expanded. Parking shall be for a total of 14 spaces as shown on the site plan. The vote was as follows: AYE: Daniel M. Creedon, Thomas A. DeRiemer, Jeremy Gilmore, Randolph Childs NAY: Ron S.Jansson Ordered: Special Permit 2001-97 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ron S.Jansson, Chairman Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County, Massachusetts,hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. r Signed and sealed this day o under the pains and penalties of.erjuty. Linda Hutchenrider, Town Clerk 4 4 i i ��FTME Tp� Town of Barnstable ti BARvSfABLE, • Regulatory Services MASS. Oi 039. �0� Thomas F. Geiler,Director AIEp MAC a, , Building Division Pete F. DiNtatteo Building Commissioner 200 Main Street. Hyannis. MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 14, 2001 Ms. Crystal Garden 87 Enterprise Road Hyannis MA. 02601 TO WHOM IT MAY CONCERN: This letter is in regards to the Day-Care operation known as Crystal Gardens Child Care Center. Presently they are installing a sprinkler system in order to satisfy the Building Code requirements for an I-2 occ,upying use group. As of today, this process appears to be hours away from completion. If all goes as planned this process, including final acceptance, should be completed on Monday, December 17`' or Tuesday, December IS"'.This group has worked real hard to get to this point. Once this is completed, the Building Department will issue a Certificate of Inspection card showing an occupancy load of 104 children and 10 staff, this will be a combined I-2 and E use. If we can be of further- assistance, feel free to call at our office. Sincerely, Tom Perry Local Inspector TP:dm Q:B1dg\sitep1an\2001\wi1kens L e P 's -r 1 r 87 Enterprise Rd . , Hy 10/22/2012 .,,ate�� Irr��� f��� - ,�Z �J A� i:D :� 1 I 1 - >� � ��Y` .�C�, • � • � • 1 r - k( 87 Enterprise Rd . , Hy 10/22/2 012 .' .�, i ''� _. { �r �.. ,. 'G<w. _ ,_; �:_ ♦, � �I �. _ /� ,__�..,. ._ � . . - // ',, _ ,, �r ��, _ � �r • ' • 1 1 A ••� � ���r�,� � y�f� �. - -.�.- � . .� �N � 1 � ., �, -"` � �t,, a �', n . - �� _ �: _ - �. - � � ..� - • - ' • 1 1 _ II Y j 87 Enterprise Rd . , Hy 10/22/2012 I i A II 1 _ 87 Enterprise Rd. , Hy 10/22/2012 ikl a .4 87 Enterprise Rd . , Hy 10/22/2012 a f II I i 87 Enterprise Rd. , Hy 10/22/2012 p i i 87 Enterprise Rd . , Hy 10/22/2012 cr 87 Enterprise Rd . , Hy 10/22/2012 f EXIT s I. 87 Enterprise Rd . , Hy 10/22/2012 4 lo ,L T ERPRISE ol iYAN N I Saw ti s .�. M. i •a. �3 "15 87 Enterprise Road , Hya-nnis 8/24/12 r { nmrri�r. 48IMMM`IftswaftNewm alum f, �� WIFM ` 'y k 1 _ i E� fj fr I 1 i I F r r�Y r A.B.C. JOB NO. Safety Commitment Your Safety At Work Your Safety At Work Your Safety At Work n Your safely sic work depends al four things: Conrad Tod Usage - - American Bu idi gs Company strongly recommends that safe working co ndolms and accident prevention SAFETY PRECAUTIONS FOR ROOFING WORK pract1. what the hazards ors Mate certain the fared God b evaga6b and used for eedm phase d building erection. _ Local,sic be the top federal safety o any Joe she. Knowing rf Worts should maintain a firm,sate posllbn when using any bd and a Constant awareness d that location Amorken Buildings Company strongly recommends that erection employees be continuously baked and Local,state and federal safety and mead standards should always De fdlkwre0 lo ne�insure waken 2.Knowing how to protect yourself 1 the retrained In safe and productive work practices. safety. _.` 3.Thinking and soft safely ._ j m to mad . ._ !.end...Yea coworkers Use approved Idevsa,netting a rags when working on rod surfaces.Check wtto rope for broken strands, o the mad area in the Installation d rod atnldurab,Insulation a rod panels requires proper Mate certain e•empbyeea know the safest and most productive way d erecting a building.Emergency e i(I broken wire and kinking.Replace damaged,unsafe rope lr t lately- Working telephone numbers.location of flat aid stations and wra rgency procedures should be known to as a training.coned equipment and constant alertness to mInYNza the dargw d fags.Hard hats should be Shia p b Your Job ` Personal protection equipment sfokrki always meet OSHA standards.Allays wear approved eye wo m o job sties to prevent h hom failing objects. empkyees. This publication w®help lo Identify some d the hazards and ova suggest some d the ways h which erectors protection. � g _ Daily meetings highlighting safety procedures,the use of hard hats.rubber sob shoes for rod work proper can protect themselves.These gukdemmes,however.are not complete and should not be retied upon as n I Electrical fools must be properly grounded.Do not use electrical foua or equipment while staring on wet equipment for handang material and safety nets where possible are recormmended erection practices-_ exclusive a comprehensive safety procedures.Ullhwteh,only you can protect yourself by making auto you' surfaces. Workers should always be aware at their location to lhe.rod edge. American Buildings Company Intends that theirs precautions be Interpreted and administered with sound recogntm all or the hazards and by thin"and acting safely. ! Return tools to their proper place when not In use. - - judgment consistent with good safety practices. f Don't allow tools,blocking a materials to became a falling hazard. Sege wok practices on the folbwIng erection duties should to be carefully review with erection toknn crows prior ' ..And Your Co-workers'Job - beginning each job. Shoe your co-workers'unsafe behavior can endanger you,help them ad safely too. j •s, READ AND UNDERSTAND ALL SAFETY PRECAUTIONS USE THE CORRECT TOOL FOR THE CORRECT JOB PANEL MAY COLLAPSE IF NOT PROPERLY SECURED V 1 • Roof panels must be completely attached to the pudins and to panels on either skle-before they can abe a safe ova"surface. . • - Partially attached or unattached panels should never be walked ml DO NOT: If You Don't Understand-ASK Remember! Important: If there is something you don't understand,gel help Daily meetings highlighting employee safety procedures will reduce the 1. Step on rib at edge of panel . from your supervisor. number of employee accidents. 2. Step new cease in rib at edge of panel AMERICAN BUILDINGS COMPANY 3. Step within 5 feel of edge at unsecured panel Roof panels must never be used as work platforms.An OSHA approved runway as specified In"OSHA Safely and Heath Regulations far the Construction IndusW should be used for platform work • 1 1 _ . Your Safety At Work Your Safety At Work Your Safety At Work Interpretation cot Employ-Safety The safety of each employee should be the"Number 1"requirement at each job site. Moving or Lifting bads Slay well In the Gear of any moving bad.Keep hands and feel dear al erg times. Y American Buildings Companydisdalms any responsiblay for Injuries a il damages which may mou from the _ PANELS MAY BE SLICK Interpretation and Implementation of these safety and erection practices since the actual erection operations American Buildings Company strongly recommends that each employee be property trained and Panels maybe Bled and slick.Oil protects the panel col stock and finished pawls from rust during shipping and conditions are beyond American Buildings Companies control.It b assumed that only experienced, supervised In safe work practices.If you feel that you have not been properly trained on safety procedures Workers should be trained to correctly locate the points of cable attachment and In the correct and safe ; Paneland may Dew,host a arty other moisture may cause panels fibs slippery. from certain u wipe panels knowledgeable erectors with trained crews and proper equipment will be engaged to do the erection. a are not berg properly supervised:contact your supervisor. operation d lifting equipment.OSHA approved hard hats,steel toe shoes wltn metatarsal guard and eye clean before iDow.frostn begins. a protection should be wan at all times. - Il Is emphasized that American Buildings Company Is a manufacturer of metal building components and Is While at work remember. Wear•r•rubber sole wank boots.When on the roof,use OSHA approved protection devices such as eatery not engaged In the erection ofits products.Opinions expressed by American Buildings Company about •Work areas should be kept clean and orderly at all times. Stay In the clear of any Ittled bad.Make certain all framing Is properly braced or guyed before itnlrg goes Imes,salary nets as catch platform. erection practise are intended to present only a guide as to how the components should be assembled to "•Improper tool usage may result In Injury. are removed. 1 create a building.The experience,expertise and skills of the erection sews as well as the equipment •Make certain that the oonacl tool Is available and Issued for each phase of building erection. - avallabb for handling the metal determines the quality oferection and tine ultimate customar satisfaction ofReturn.Return tools when not In use to their proper places. - ¢ f the completed building.- - • f If .. .A firm commitment to employee safety Is the first step In each successful building erection. t - ! DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY STAY WELL IN THE CLEARI ! UNSECURED PANELS MAY SLIP IF STEPPED ON i Empkryees should be continuously warned to never step on a single unsecured roof panel as stack of .. .. t rod panels laying unattached on the purdins. Secure each end with clamps at appropriate fasteners and place wallboards In the gal of any panels not fully seaaed.to the purllns and supported by panels on each side.Walkboards should con to the ' THINK SAFETY i f full bnglh of the panel and be fastened together by drilling a hob new the end of each board and lying i .it with rope to the next board.(Cut a groove In the bottom of each board so that the board wig He flat - - - ♦ and not.ep back and forth because of the rope). - w f Rememberl r Remembert _ Daily meetings highlighting employee safety procedures will reduce the Daily meetings highlighting employee safety procedures Will reduce they,;1 _ i I SAFETYPRECAUTIONS number of employee accidents. number of employee accidents. N Ali safety precautions referred to throughout this publication,all OSHA safety requirements or other .- • I. customary a.statutayrequirements must be adhered to in order to maximize employee safely.-. - • AM O .. ERICAN BUILDINGS COMPANY,- Daily miiiii ngs"Cesamin9 .Is.procedures.use of hard hats.rubber Bode shoes for roof i;caK � _. ♦ - .. i. _ _ < • 'proper equipment for handling materiel and edge of roof protection devices are recommended erection- ._ -. .. -• ... _ _ .. _ _ .-. _, - a . 4 _ _ - s _a i..^C'_•_^•• ♦ as �• •. .._ _ . .. m � . e .. -._ _ m _ GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOSSITE. - FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING-CRITERIA: 1SHEET SHEET -. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: NUMBER DATE REV. N0. NUMBER DATE REV. N0. RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. - i. 4.0 psfMETAL BUILDING DEAD LOAD (D) 1.0 + C +, S 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS Q 2. 5.0 psf COLLATERAL LOAD (C) - 2.0 + w ABC-1 04/26/00 2 REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL, REACTIONS, N 3. 25.0 psf ROOF LIVE LOAD (L) 3.D + W + 1/25 ABC-2 O4/26/OO O MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. O 4. 25.0 psf FRAME LIVE LOAD (L) 4.D + C + S + 1/2W - 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED Z 5. 25.0 psf ROOF SNOW LOAD (S) 5.0 + C + UNBAL S AB-01 04/05/00 0 OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. Lil 6. 93.0 mph WINO VELOCITY ((W)) -6.0 + C + 1/2W + UNBAL S 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. WIND EXPOSURE CATEGORY B .. 7.D + W II RIDGE AB-O2 O4/1 O/OO 2 7. SEISMIC DATA. Aa - 0.12. AV - 0.12 AB-03 04 7, THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE HAZARD EXPOSURE GROUP 1 - /1 O/OO 2 t1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 1:1/8 INCH TOLERANCE. PERFORMANCE CATEGORY C - E-01 04/26/00 0 B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE E-OZ O4/26/OO O STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE.ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS,AND LABOR - E-0.3 04/26/00 0 - SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. NOTES ; 1. ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD - , E-04 04/26/OO - O _ OR ROOF SNOW LOAD. i 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE. DIAMETER AND QUANTITY. - E 2. ALL FIELD WELDING IS TO DE PERFORMED BY AN AWS CERTIFIED E-05 04/26/00 O -' 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS WELDER USING E70XX ELECTRODES. E-O6 O4/26/OO O ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. - 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES. E-07 04/26/00 O GIVEN IN THE AISC MANUAL. OF STEEL CONSTRUCTION. - THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING E-08 04/26/00 0 13. ALL ANCHOR BOLTS SHALL HAVE A_3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS - BUILDING CODE. - AT�DO WHICH-S LOCATED ORS HALLHAVE--A-PROJECTION-OF-I-INCH.-ALL-801T5-SHALL-HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE E-09L 04/26/00 1 0 PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. - - -- 1997 :Massachusetts State Building i - 14. ANCHOR BOLTS FOR FRAML� OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND - 9 Code ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. 1 r2 1 FINISH STANDARD ERECTION SHEETS I/T' 0 ANCHOR BOLTS X 6 FLOOR ASW-1.0 X OWF-1.0 X LOC-2T.0 LSR-8.0 SF5-3.0 SSG-1.0 WAD-1.0 BASE ANGLE FASTENER (SEE NOTES #13 k #14) - - SN07 BY AB.C.) - i I THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS ASW-2.0 DWF-2.0 LOC-3.0 LSR-9.0 SF5-4.0 SSG-IT.O WAD-2.0 BASE ANGLE (MINIMUM 1/4' 0 CONCRETE - MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS. WINDOWS, LOUVERS, ANCHOR BOLT 5'-0' O.C. i i i i ASW-J.0 OWF-J.0 LOC-4.0 LSR-10.0 SFl-1.0 SSC-2.0 WAD-3.0 MAXIMUM SPACING OR �� II - TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT EQUAL BY OTHERS) 17 - I BID-1.0 DWF-4.0 LOC-4T.0 LSR-11.0 SPH-1.0 SSG-3.0 WAD-4.0 I� II - NOT PROVIDED 8Y AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WAILS , MECHANICAL II �I EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A 810-2.0 OWR-1.0 LOC-5.0 LSW-1.0 SPw-1.0 SSG-4.0 WAO-5.0 PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY"GENERAL ERECTION GUIDE. 1 3/8" NOMINAL DOOR WIDTH I 3/IT' THE MBMA MANUAL LATEST EDITION,AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS BJD-1.0 - ECD-1.0 LOC-6T.0 LSW-2.0 SPW-2.0 SSG-5.0 WAK-1.0 D OR WIDTH + 3 4 (SEE NOTES 113 $LTS4) SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. - BJD-2.0 EOH-1.0 LOC-7.0 L.SV/-3.0 SPW-3.0 SSG-6T.0 WAIL-1.0 Er PRODUCT APPROVALS AND CERTIFICATIONS: - BJD-3.0 CM-1.0 LOC-8.0 MOW-1.0 SPW-4.0 SSG-7.0 WAL-2.0 BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B" 1. STANDARD BUILDING CODE - SBCCI #94100. 12 BASIC STYLES. (OF TYPICAL OVERHEAD DOOR LAYOUT) 2. UNIFORM BUILDING CODE (ICBO) - $ FA-285-CARSON CITY, NEVADA PLANT. BPD-1.0 GTD-2.0 LOC-9.0 X MDW-2.0 I SRO-1.0 SSG-8.0 WAO-1.0 3. INDLWA - 12 BASIC STYLES AS.BELOW. - BPD-2.0 LBO-i-.O LOC-10.0 MSW-1.0 SRO-2.0 SSG-9.0 WAO-2.0 BASIC MATERIAL SPECIFICATIONS a. M-190860 - SSF e. M-190863 - LT b. M-190857 - LRF, RF, LRF-M e. M-190862 CC, LP2, LP4, LP2-M,.LP4-M CND-1.0 LBO-2.0 LOC-11.0 PFO-1.0 SS2-1.0 SSG-10.0 WAO-3.0 PRIMARY FRAMING STEFL e. M-190858 - LSS, LSS-M CSO-1.0 LFD-1.0 LOC-12.0 RFO-1.0 SS2-2.0 SSG-11.0 WAW-1.0 STEEL FOR HOT-ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION ASTM A36 OR ASTM A572 - GRADE 50. 4, WISCONSIN-# 960032-M; 13 BASIC STYLES. STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: 5. CITY OF CLEVELAND. OHIO DOCKETS S-52-82. DEF-1.0 LFD-2.0 LOC-13.0 SOB-1.0 SS2-2T.O VF4-1.0 WAW-2.0 FLANGE AND WEB YIELD OF SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 50 6. CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION AT EL PASO & CARSON'CITY. DIT-1.0 LFD-3.0 LSR-1.0 SED-1.0 SS2-3.0 VF4-2.0 WAW-3.0 WITH A MINIMUM YIELD OF 55 KSI. OR ASTM A607 GRADE 55 , OR ASTM A570 GRADE 55. OR ASTM A529 GRADE 55. 7. AISC QUALITY CERTIFICATION, CATEGORY MB. STEEL FOR ALL ENOWALL' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE.55. 8. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. DMF-1.0 LFD-4.0 ISR-2.0 SF4-1.0 SS2-4.0 VF4-3.0 WAW-4.0 C STEEL FOR TUBE SECTIONS SHALL CONFORM TO ASTM A500-GRADE B. 9. PLANT CERTIFICATION AT CARSON CITY FOR OGDEN, UTAH. DND-1.0- LFD-5..0 LSR-3.0 SF4-2.0 - SS3-1.0 VF4-4.0 WAW-5.0 STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53-GRADE B. - 10. CITY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PLANT. - - ORB-1.0 L02-1.0 ISR-4.0 SF4-},0 553-2.0 VFS-1.0 WAW-6.0 - ii. CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL 8478. _S .OND RY FRAMING STEEL - 12. STANDING SEAM 360 WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED INUNDERWRITERS DRB-2.0 L03-1.0 LSR-5.0 SF4-4.0 553-2T.0 VF5-2.0 STEEL USED TO FORM PURUNS. GIRTS. EAVE STRUTS AND 'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES LABORATORIES SE ROOFING MATERIALS AND SYSTEM DIRECTORY. DRF-1.0 LOC-1.0 LSR-6.0 SF5-1;0 SS3-3.0 VF5-3.0 OF ASTM A370, GRADE 55. 13. STANDING SEAM II WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS STEEL USED TO FORM ZINC-COATED (GALVANIZED) PURUNS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES . . LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. - DRF-2.0 LOC-2.0 ISR-7.0 SF5-2.0 SS3-4.0 VF5-4.0 AM OF A A653 GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTMA525. - 14. LOC-SEAM WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NOS. 93 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. - - -- ' ROOF AND WAIL PANEL MATERI.t - 15. LONGSPAN PANEL WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS. - - EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: - _ - LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. - - - - PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC-COATED (GALVANIZED) STEEL COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS - 16. 22 GA STANDING SEAM 360 HAS.MET FACTORY MUTUAL CLASS 1-60, 1-90 AND 1-120.OF ASTM A653 GRADE E. MINIMUM YIELD STRESS B 0 1. EL SHALL E 8 KS. 17, 24 CA STANDING SEAM 360 HAS MET FACTORY MUTUAL CLASS 1-60. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS 18. 24 GA. LONGSPAN HAS MET FACTORY MUTUAL CLASS 1-120. OF ASTM A653 GRADE D. -MINIMUM YIELD STRESS SHALL BE 50 KSI. 19. 24 GA LOC-SEAM MODIFIED WITH 3M-VHB TAPE #4950 OR 3/1 Or-BOLTS,MEETS CORPS OF FNCINEERS PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY-COATED STEEL COATING DESIGNATION AZ 55, CONFORMING TO THE GUIDE SPEGFlCATION 07416. - THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 80 KSI. - 20. 24 GA STANDING SEAM 360 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416., OF RECORD FOR THE OVERALL PROJECT AND IS ONLY 21. 24 Ck STANDING SEAM 360 HAS BEEN TESTED IN ACCORDANCE WITH ASTw E-1592. CERTIFYING THAT THE DESIGN OF THE METAL BUILDING L PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM-ZINC ALLOY-COATED STEEL COATING DESIGNATION AZ 55,-CONFORMING 70 THE 22. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.03 - 24 GA STRUCTURAL STEEL 1 3116' X 3E. COMPONENTS FURNISHED BY AMERICAN BUILDINt 7 REQUIREMENTS OF ASTLI A792. MINIMUM YIELD STRESS SHALL BE 50 KSI. ARCHITECTURAL II WALL PANEL SATISFY THE DESIGN REQUIREMENTS SPECIFIED BRACE MATFRW�S: - 23. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.04 - 24 GA. STRUCTURAL STEEL 1 3/16" X 3G AND ON THE AB.C. CONTRACT•THIS CERTIFICAT BRACE CABLES: ASTM-A475, 7-STRAND ENS WIRE CABLE BC4 - 1/4' pUi BCS - 5/16" DI0. LONGSPAN WALL PANEL EXCLUDES THE ERECTION OF THE'STRUCTURE.24. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.05 - 24 G0. STRUCTURAL'STEEL 1 3/16- X 36- 8C6 a 3/8' DIH. BCB - 1/Y DA. LONGSPAN ROOF PANEL NO. REVISIONS MADE CK-D DATE ENGR DATE NO, REVISIONS MADE CK.'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE CARBON CITY NEVADA 1 REVISED SCHEDULE OF DRAWINGS HSC tER 4/7/00 oDM, 4/7/00 sTArus RAYMOND AND LINDA TRICCA 2 REVISED SCHEDULE OF DRAWINGS BMR 04/26/00 04/26/00 [XI FOR CONSTRUCTION DRAWN BY: HSC 4/5/00 $7 ENTER[RISE RD [ ) FOR APPROVAL CHECKED BY: [ ) FOR PERMIT ONLY LER 4/5/00 HYANNIS MA AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPO BY: DDM 4/5/00 S.V.RALEIGH CORP. REV.NO. DRAWING.. 71159501 ABC-1 ' CAD BY: H.Cloeuett 04 04 00 16:33:29 Ver. 13.3 � NUMBER' 2 ROOF PANELS WALK DOORS ROOF CURB FRAMING RECENT PRODUCT REVISIONS TYPE`_4C6 — GAGE:34_ COLOR•.EVGRP70_ OTY SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TRIM LINER TRIM SIZES ARE OUT TO OUT,CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS PAINT WARRANTY,NO WEATHERTIGHTNESS wARRANrr:IjQ— COLOR COMPANY'(A.B.C•). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. - _ X X 3070— 6070 __M —NL—HG LQ M% — _X..YES—NO WHITE —YES Y_NO THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000]r. UL 90 CERTIFlCATIONz_.Nt)_ THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! — — 3070— 6070 __M—NL—HC. , — —YES—NO WHITE —YES __NO —_ CLEARLY SPECIFIED IN THE ORDER DOCUMENTS.' IF SSII: FIXED CLIP:_—_ SLIDING CLIP•.— - OTY WIDTH LENGTH SLOPED AT RIDGE — — 3070 — 6070 __M _NC—HG —_ - __YES—NO WHITE —YES —NO _— - — — 3070— 6070 —M —NL—HG —YES—NO WHITE —YES—NO WALL PANELS -- - — — - --- — TYPE�_ A2P — _ GAGE:26 COLOR••LTSTP70 BASE�.BT _-- FRAMED OPENINGS - - ROOF CURBS PAINT WARRANTY --_ OTY WIDTH HEIGHT SILL HEIGHT FA WRAP TRIM LINER TRIM LINER TRIM OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR - COLOR ----- —_ 8" 18 7 10'— 12 __ _—YES X NO —YES_)[„NO _--__ --- —_ 8" 18 EAVE TREATMENT — --_ --__ ---- --YES —No —YES—No X STANDARD GUTTER W/ DOWNSPOUTS 494 FT O.C. (MAX) — -- _ — —YES—NO —YES _-NO -- SKYLIGHTS WALL LIGHTS FIANCE BACK GUTTER W/ DOWNSPOUTS FT O.C. (MAX) -- --- --- -- _—YES —NO —YES—NO _--_— TRANSLUCENT SKYLIGHTS QTY:_-- SIZE:—_____ TRIM:_- - SIMPLE EAVE TRIM — -- -- __-- _YES_NO —YES -_NO — - - - _ TRANSLUCENT 4' S' WALL LIGHTS _ OTY.— DELUXE EAVE TRIM _— -- _ —_ —YES_NO _YES—NO ICE AND SNOW TREATMENT N0:— — --- -- —YES—NO —YES --NO FA A-- - —YES—NO —YES—NO _--__ - CLEAR CORNER TRIM COLOR —YES—NO ---'- TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT -S - ---- — — _—YES—NO --- --- - —YES_—NO _YES —NO - --- --- -- -- --- ----- _ RAKE TRIM:_LT9212- GUTTER / EAVE: _LL42Z(1- -- DOWNSPOUTSL-ISSTPISI_ FRAMED OPENINGS:J.7 -70-- WINDOW - FACIA PANEL TYPE GAGE: —_ COLOR: �_— TRIM COLOR.- --- S CORNER: _.jj5Tp70_ BASE TRIM: Lj5TP70 _ - SOFFIT.PANEL TYPE:.--_— GAGE:—_ COLOR: TRIM COLOR: - SELF-FLASHING THERMA-PANE GLASS. BURNISH SLATE � ' MISCELLANEOUS: __ - BACK PANEL TYPE — GAGE: _— COLOR: TRIM COLOR:---- OTY WIDTH HEIGHT LINER TRIM LINER TRIM COLOR PRIMER COLOR _Sr__ -4_'--_ 4'— --YES XNO CANOPIES RED OXIDELK GREY_— SPECIAL_._ -- -- _— --YES_NO CLEAR SOFFIT SOFFIT OTY EW SW SLOPE PRQlECT10N LENGTH UNDER BEAM PAN TYPE � O ROOF FASTENER _—NO_YES _ _ _ —_ —_ _3:t2 6' _ 124__ 11• SLP LTSTP70 S 1 STANDING SEAM II -- -- —YES—NO A. #1,4 X 1 SELF DRILL HEX HEAD — — B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER -- -- _—YES—NO EAVE TRIM STGU TRIM COLOR-LTSTP70 DOWNSPOUT ELBOWS ONLY:— DOWNSPOUT RETURN: _— - STANDING SEAM 1:1 - A. #14 X 1 SELF DRILL HEX HEAD B. 114 X 1 SELF DRILL HEX HEAD W/WASHER LOWERS - OVERHANGS LONCSPAN WHITE ADJUSTABLE W/ BIRD SCREEN OTY PROJECTION LENGTH SOFFIT TYPE COLOR GAGE A. 12 X 1 1/4 SELF DRILL HEX HEAD W/WASHER SW 26 8. 14 X 7/8 SELF DRILL HEX HEAD W/WASHER OTY WIDTH HEIGHT LINER TRIM LINER TRIM -- - COLOR SIN —_ - - 26 LOC SEAM _ -- --YES—NO .. - `�_ _ - A #14 X 1 SELF DRILL HEX HEAD W/WASHER DOWNSPOUT ELBOWS ONLY'—_ DOWNSPOUT RETURN: -- ' B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER _— _—_ —_— _—YES--NO _ _ - WALL FASTENERS --- --- ---YES---No EW —_ — —_— 26 ^ 26-- — s - - - LONCSPAN OR ARCHITECTURAL -- —_— _—YES—NO � EW - A et2 X 1 1/4 SELF GRILL HEX HEAD W/CLEAR WASHER - B. $14 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER - ---- --- --- —_YES--NO - PARTITIONS - - OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR SHADOW PANEL LINER PANELS . A. 12 X1 SELF DRILL HEX HEAD W/ NUT BLANK — B.$ 14 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR - li TRIM FASTENERS - _ — —YES—No — ALL FASTENERS ARE #14 z 7/8 SELF DRILL W/ CLEAR WASHER -- —_YES—_NO — -- FASTENER NOTE -- - --- — —YES—No - —YES—NO A � SHEERNC/FLASHING TO STRUCTURAL CONNECTIONS — ---- - e SHEEnNc/FtaSrMlNc To SHEETING/FLASHING CONNECTIONS ROUND 20" THROAT WHITE VENTILATORS SPECIAL NOTES INSULATION QUANTITY- RIDCE MOUNTED SLOPE MOUNTED - NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR - ROOF ` —_ X 6'_ 48' PSKBv Wtiff_ 9" X 10' RIDGE VENTILATORS WALLS— X - 4" 4T e$XW WHITE -- OTY AT 10' SECTIONS —'.LINEAR FEET CONTINUOUS - RIGID BOARD:--_ ROOF• WALLSL_— BEARING PLATE— ROOF JAXS ' THERMAL BLOCK• BY ABC- X BY OTHERS:__ (3/47 THICK ONLY) On, TYPE - - .- MISCELLANEOUS MATERIA_t SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION) DK-3 IAC - 4" DIAMETER — OK-5 C - 7' DIAMETER — OK-8 r - 1Jr DIAMETER NO. REVISIONS MADE CK'D DATE ENGR DATE 70. REVISIONS MADE CK'D DATE ENGR DA DRAWING SUBMITT AL SCALE: CAR SON . NONE DATE SON -CITY NEVADA STATUS RAYMONO AND LINDA TRICCA [ J FOR CONSTRUCTION -DRAWN BY: 6MR 04/26/00 87 ENTERPRISE RD FOR APPROVAL .CHECKED sY: 04/26/00 HYANNIS MA[X) FOR PERMIT ONLY f - AMERICAN BUILDINGS COMPANY • [ ] FOR PRELIMINARY DESIGN APPO BY: & 04/26/00, S.V.RALEIGH CORP. DRAWING. REV.No. CAD BY: BMR -04 19 00 '07:09:52 Ver. 13.3 NUMBER' 71159501 ABC-2. 0 INFORMATION PROVIDED TO AMERICAN BUILDINGS FOR THE DESIGN OF THIS STRUCTURE, DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN 20 FEET OF THIS BUILDING. THEREFORE, SNOW DRIFT LOADS HAVE NOT BEEN CONSIDERED IN THE DESIGN OF THIS BUILDING. c 0 00 a l a l a l X—BRACE H o N ♦ 1 I I / BPO1—C - BP02—C. O 0 1 BPO7—C BP02—C 0 N N boa// c i _ o_I _. .. .c i � a i \pm♦ / coo I - a a \ G m PORTAL FRAME 1 m I m I ao e _ oo s o0 a _ a 0 0 0 0 2.2 22'10 _ _,25'0 24'0 _. 25'0 22'110 2.2 - 124'0 OUT TO OUT OF CONCRETE ANCHOR BOLT PLAN N0. REVISIONS MADE CK'D DATE £NGR GATE N0: REVISIONS MADE-CK'D DATE ENGR DATE DRAWING suBMITTAI. SCALE: NONE -DATE CARSON CITY _ NEVADA STATUS RAYMOND AND -LINDA TRICCA [X] FOR CONSTRUCTION -DRAWN BY: HSC 4/5/00 87 ENTERPRISE RD ` ( ] FOR APPROVAL CHECKED BY: CER 4 5 [ ] FOR PERMIT ONLY //00 HYANNIS MA AMERICAN BUILDINGS COMPANY [ ]FOR PRELIMINARY DESIGN APPD BYi DDM 4/5/0o S.V.RALEIGH CORP. DRAWING. IEV.NO. CAD �: H.C[awott 04 04 00 16:33:14 Ver. 13.3 NUMBER' 71 159501 AB-01 0 REACTION SCHEMATICS & BASEPLATE DETAILS OUTSIDE i l OF — 2'2 SLAB OUTSIDE OF SLAB OUTSIDE OF SLAB' ��OUTSIDE SLAB m I coI m I m I p o o c. e a v a N N N C" 3/47AB 2 2 1 1'AB 2 2 2 1 AS 2 2 2 3/4-AS 2 2 1 6 8 6 6 BP02-B BP02-A BP04-A BP04-B - -- - - - 1/2" PLATE 1/2" PLATE 1/2" PLATE 1/2" PLATE 1.0 8 4 5 "� 5 4 8 O N N W O . .. C3 BP01 -C BP02-C 3/8" PLATE 3/8" PLATE, 6 8 8 6 1 2 2 3/47AB AI'AB 2 2 2 2 2 1•AB 1 2 2 3/4-AS m I m I m I m - OUTSIDE OF -I OUTSIDE [IF SLAB OUTSIDE OF SLAB OUTSIDE SLAB 2'2 SLAB 2'2 BP01 -B BP01 -A BP03-A BP03-B 1/2" PLATE 1/2" PLATE 1/2" PLATE 1/2" PLATE NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR DATE oRAwwc SUBMITTAL 1 REVISED BASE PLATE DETAILS HSC LER 4/7/00 DOM 4/7/00 ',TATUs SCALMDM RAYMOND AND LINDA TRICCA CARBON CITY NEVADA 2 REVISED,THICKNESS OF BPO1—B. BP02—B. SP03—B 8 BP04-8 HSC LER 4/10/00 DOM. 4/10/00 [x) FOR CONSTRUCTION -DRAWN0 87 ENTERPRISE -RD � [ ) FOR APPROVAL { ] FOR PERMIT ONLY CHECK HYANNIS MAfOR PRELIMINARY DESIGN S.V.RALEIGH CORP. AMERICAN BUILDINGS COMPANY DRAWING. 71159501 A8-02 REv.NO. CAD BY: X.Ct---tt 04 04 00 16:46:03 Vera 13.3 NUMBER' 2 REACTION SCHEMATICS & BASEPLATE DETAILS REACTION TABLE ki s LOAD DESC WIND A B C D REACTION TABLE (kips) LOAD DESC WIND A B D + C + S L-> -3.15� " 1 .1 -70.9 -.1 � - D + C + S L-> 0.0 15.9 D + W1-> - R-> -.4 -12.1 3.3 -3.1 - D + W1-> L-> -0.8 -2.0 D + W1<- R-> 0.4 -2.0 3.3 -3.6 - D + W1<- R-> 0.5 -1.5 D + w2-> L-> - -7.7 -20.6 4.3 -11.5 D + W2-> L->- -0.8 -6.2 D + W2<- R-> -3.8 -11.9 7.4 -11.9 - D + W2<- R-> 0.. -5.2 D + i/2S + Wl-> L-> 2.4. 4.7 -5.8 - 8.8 D + W1-> + 1/25 L-> -.5 5. D + 1/2S + Wl<- R-> 6.1 14.7 -2.5 8.3 D + Wl<- + 1/2S R-> O.. 4.3 3.8 D + 1/2S + W2-> - L-> -1.9 -3.8 -1.5 0.4 D + W2-> +.1/2S L-> -0.8 -0.4 .3 D + 1/2S + W2<- R-> 2.0 4.8 1.7 0.0 D + W2<- + 1/2S R-> 0.. 0.1 - 0 + C + S + 1/2Wl-> L-> 13.2 35.4 -15.0 29.0 - - D + C + S + 7/2W1-> L-> 0.5 13.1 D + C + S + 1/2W1<- R-> 15.1 40.5 -13.3 28.7 D + C + S + 1/2W1<- R-> 0.. 14.2 ` D + C + S + 1/2W2-> L-> 11.1 31.2 -12.8 24.8 - 0 + C + S + 1/2W2-> L-> -0.4 11.2 D + C + S + 1/2W2<- R-> 13.1 35.5 -11.2 24.6 D + C + S + 1/2W2<- R-> 0.. 11.1 D + C + UNBAL S L-> 12.8 35.6 -12.8 28.4 - - - --• -.- --.�„ -- - - 0 + W II RIDGE R-> 0.2 12.1 - 0 + C + UNBAL S L-> 12.8 39.7. -12.0 24.3 D + C + S (FSW) L-> -1.3 -5. 0 + C + 1/2W1-> + UNBAL S l-> 11.1 18.4 -12.8 20.8 25.5 - D + Wl-> FSW L-> 0.0 -.5.1 - D + C + 1/2WI<- + UNBAL S- R-> 12.6 23.4 --10.8 - 20.6 D + Wi<- FSW R-> 0.6 -1.1 A - C D + C + 1/2W2-> + UNBAL S L-> 9.0 14.2 -10.7 21.5 D + W2-> FSW i-> 0.6 -1.7 } �^ D + C + 1/2W2<- + UNBAL S R-> 10.5 19.3 -8.7. 16.3 - D + W2<- FSW R-> 0.7 -6.6 IB D D + W II RIDGE R-> -4.1 -12.1 3.4 -10.0 D + Wl-> + 1/25 JFSWJ L-> -0.5 2.8 D + Wt<- + 1/2S FSW R-> 0.0 6.3 D + W2-> + 1/2S FSW L-> -0.5 -1.4 FRAME LINES 2 & 5 -- -o-+c2+ s+1/2S FSW ) R->> -0:z 11.4 0 + C + S + 1/2W1<- FSW))) R-> -1.0 18.9 A - D + C + S + 1/2W2-> FSW3 L-> -1.2 15.1 D + C + S + 1/2W2<- FSW R-> -0.9 16.5 ^t - D + W II RIDGE (FSW) R-> 1.1 -6.8 - B FRAME LINES 1A, 1D, 6A & 6D REACTION TABLE (kips) .. LOAD DESC WIND A B C. D D + C + S L-> 12.0 36.0 -12.0 24.6 - D + Wl-> L-> -3.8 -11.0 -2.8 -0.6 D + WI<- - R->L 1.4 -1.5 5.6 -4.4 -D + W2-> L-> -7.1 -17.6 0.5 -7.2 D + w2<- R-> -1.7 -9.5 8.8 -10.9 REACTION TABLE (kips) D + 1/2S + Wl-> L->R 0.5 2.9 -7.2 8.4 LOAD DESC wiNO A B D + 1/2S + Wl<- - R-> 5.8 12.3 1.3 - 4.6 - - 0 + 1/2S + W2-> L-> -2.8 -3.7 -3.9 1.8 - D + C + S L->R 0.0 5.0 - D + 1/2S + W2<- R-> 2.6 4.3 4.4 -1.9 .0 + W1-> L-> -0.9 -0.4 D + C + S + 1/2W1-> L-> 9.4 28.7 -12.7 22.9 D + Wl<- R->L 0.5 -0.7 D + C + S + 1/2Wl<- R-> 12.0 33.4 -8.5 21.0 - - - - D + W2-> L-> -0.9 -1.8 D + C + S + 1/2W2-> L-> 7.7 25.4 -11.0 19.6 0 + W2<- R-> 0.6 -2.0 D + C + S + 1/2w2<- R-> 10.4 29.4 -6.9 17.7 - 0 + Wl-> + 1/2 S L-> -0.9 1.4 D + C + UNBAL S L->F 9.6 28.8 -9.6 22.4 - 0 + Wl<- + 1/2S R->L 0.6 1.2 D + C + UNBAL S L->F 9.6 33.8 -9.6 17.5 - D + W2-> + 1/2S L-> -0.9 0.1 -D + C + 1/2W1-> + UNBAL S - L-> 7.0 21.5 -10.3 20.7 _ D + W2<- + 1/2S R-> 0.6 -0.2 D + C + 1/2W1<- + UNBAL S R-> 9.9 28.1 -6.3 14.1 0 + C + S + 1/2W1-> L-> -0.4 4.5 - A - C 0 + C + 1/2W2-> + UNBAL S- L-> 5.3 18.2 -8.7 17.4 D + C + S + 1/2Wi<- R-> 0.3 4.4 } D + C + 1/2W2<- + UNBAL S - R-> 8.2 24.8 -4.7 10.8 A - D + C + S + 1/2W2-> L-> -0.4 3.8 I D + W II RIDGE R-> -2.4 -10.4 0.9 -8.4 t D + C + S + 1/2W2<- R->L 0.3 3.7 B - D B .. 0.+ W II RIDGE R-> 1.0 -2.4 FRAME LINES 3 & 4 FRAME LINES 16, 1C, 68 & 6C WIND WIND II f6�8K ' -3.4K �-3.4K 1 4.6K t4.6K 15.OK t5.OK. X-BRACING @_LINE D PORTAL FRAME @ LINE A - (WIND DDRREMLIN MAT BE LIPPUSITE) (WIND DIRECTION MAY BE OPPOSITE) - (BASED ON t BRACED BAY) (BASED ON t BRACED BAY) NO. REVISIONS MADE"CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL- .SCALE: NONE DATE CARSON CITY NEVADA 1 REVISED REACTION TABLES HSC LER 4/7/00 DOM 4/7/00 STATE I I RAYMOND AND LINDA TRICCA 2 REVISED LT IA, ID, 6A & 6D REACTION TABLE HSC LER 4/10/00 DOM 4/10/00 [K] FOR CONSTRUCTION" DRAWN BY: HSC 4/5/00 87 ENTERPRISE RD [ ] FOR APPROVAL O FOR PERMIT ONLY 'CHECKED BY: LER 4/5/00 HYANNIS MA [ ]FOR PRELIMINARY DESIGN APPD BY: DOM 4/5/00 S.V.RALEIGH CORP. AMERICAN BUILDINGS COMPANY DRAWING. 71159501 AB-03 REV.NO. CAD BY: K.'Clawrtt- 04 04 00 16:46:03 Ver. 13.3 NUMBER' 2 S LICL 1AULL PLATESPLICE JQTY I SIZE L AT SPLICE A 12 3 4 X 2 8 X 1 2 2'7 13 16 14'0 1 8 RIGID FRAME COLUMN B 12 3/4 X 2 8 X 1/2 2'6 11/16 19'8 9/1.6 D 12 16 3%4 X 2 6 X 1%2 2'7 91166 14'0 118 MEMBER OUTSIDE FLG. WEB INSIDE FLO. STARTING WEB ENDING WEB NO. THICKNESS THICKNESS THICKNESS DEPTH DEPTH SPANDREL CHANNEL 8 X .3125 .1875 8 X .5000 26" 26' CB X 13.75 - - ® 8 X .3125 .3125 8 X .5000 26" 2G Q 6 X .3750 .2188 6 X .5000 30" 30• © 6 X .3125 .2188 6 X .2500 30" 30" 8 X .3125 .2188 8 X .2500 30' 42.354" ® ® - © 8 X .3125 .2188 e X .2500 42.354" 30' ---- ------ 6 X .3750 .1875 6 X .2500 30' 30' 8Q 6 X .2500 .2188 6 X .3750 30' 30' 1/20 X 1 1/4 A325 B/N i 6 X .3125 .3125 6 X .5000 29" 26" (IYP. U.N.) � - I 9 .16 X .3125 .1875 6 X .5000 21r 26' GIRT CLIP Qi 5 X .2500 .1345 5 X .2500 8.3125' 26' CL-4 SPANDREL AND JAMB SUPOPORT CONN. A TYPICAL AT LINE A & D ONLY E-01 12 12 3[- 5 0, 5'0 1 ------1 3 22'11 1 m mm 22•77 I 4.1 ' 4.1 , " - 4 F32R-AA m m DRF-1.0 3.6 m O © m 3,6 _ 3'8 CL-12 � � - 4 J'8 � A 12 Pi (TYP.) RR-0102 O7 m E-09L 3 Via% m m ,p101 2j1ye LL 3 RR g MF21-AA C ,]- ry n 2 RF50A-AA O o `Lo� DWR-1.0 MF12-AA FB-6 DMF-1.0 a A - .. a p F: --�-F9-6 F V b r x U U 5 . RC-0101 ® F.L 2 RC-0103 ® F.L 2 - RC-0102 ® f.L 5 - RC-0104 ® F.L 5 " 8 2.2 13 2 2 t3 8 2.10 in I ~54.2 a"CLEAR 1 2'10 LWO I 30'0 TO RIDGE ----- «__..,. _ ...,... _.. I - 30'0 TO RIDGE f' CANOPY T - 60'0 OUT TO OUT OF GIRT LINE - - A D RIGID FRAME .CROSS SECTION FRAME LINES 02, 05 NO. REVISIONS MADE CK'D DATE ENGR DATE NO. PREVISIONS. MADE CK'0 I DATE ENGRI DATE DRAWING SUBMITTAL SCALE: NONE DATE CARSON C�2� • NEVADA STATUS RAYMOND AND LINDA TRICCA ( � FOR CONSTRUCTION DRAWN BY: BMR 04/26/00 87 ENTERPRISE RD ( ] FOR APPROVAL CHECKED BY: 04/26/00. HYANNIS , MA (X) FOR PERMIT ONLY AMER BUILDINGS COMPANY - O FOR PRELIMINARY DESIGN APPD BY: 04/26/00 S.V•RALEIGH CORP. DRAWING. REV.NO. CAD BY: 8MR 04 20 00 06:17:34 Ver. 13.3 NUMBER' 71159501 E-01 0 A L PLATESPLICE S LICE L A 12 3 4 X 2 8 X 1 2 2'9 9 16 13'10 1 8 B 8 3/4 X 2 6 X 3/8 1'7 t/16 21'9 5 8 C 12 34XZ'99 16 13-10 1 8 - - - MEMBER OUTSIDE FLO. WEB INSIDE FLG. STARTING WEB ENDING WEB i NO. THICKNESS THICKNESS THICKNESS DEPTH DEPTH Q1 8 X .2500 .1644 8 X .3750 26" 26'.. . Q B X .2500 .2500 8 X .3750 26' 26'. ® 6 X .2500 .1875 6 X .3750 3Y 16' ® 6 X .2500 .1345 6 X .2500 18" 18' © 5 X .2500 .1345 5 X .2500 1✓T' 1B' - ® 5 X .2500 .1875 5 X .3750 18' 32' m 6 X .3125 .2500 6 X .3750 26' 26' ® 6 X .3125 .1644 6 X .3750 26 26' 5 X .2500 .1345 5 X .2500 8.3125- 26' 12 12 -- 3I ,l 1 30.11 , I3. RIGID FRAME COLUMN 3 8" STIFFNERS REO'D I�30 we fic _ / BOTH SIDES - 21 11] m 0 ?7'1T 3. - 4 t` / (8)3 0 X 2 3/4 A325-B/N 4 1 " (TYP. ® EA CANOPY CONIC) 4 4 ® 4'S 5f6�+_ m 0 �45 S/8(+- 1//6) , CL-12 ® _ O 3'6 - - - v 3'8 1 (TYP) � 3•e � 12 CD RR,0201 B RR�0202 m. N 1 n CIO FB-6 n = Q H T ivL i CANOPY BEAM < (CB-1X) u n x = v - CANOPY BRACKET o,x n z A - - � - � - n Z o= .. (SHOP WELDED) - io 3 O U o c3 0 0 CANOPY SPLICE DETAIL A o - - FB-6 TYPICAL AT ALL CANOPY BEAM CONNECTIONS E-O2 J U RC-0201 ® F.L. 3 - RC-0203 ® F.l. 3 - RC-0202 ® F.L. 4 RC-0204 ® F.L. 4 2.10 3 I 54.2 is CLEAR - 12.10 WO I 30'0 TO RIDGE - I 30.0 TO RIDGE CANOPY 60'0 OUT TO OUT OF GIRT LINE - RIGID FRAME. CROSS SECTION FRAME ONES 03-04 NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS - MAOE CK'D I DATE ENGRJ DATE DRAWING SUBMITTAL CARSON CITY NEVADA STATUS SCALE: NONE DATE RAYMOND AND LINDA TRICCA [ ) FOR CONSTRUCTION DRAWN.BY.' BMR 04/26/00 87 .ENTERPRISE RD [ j FOR APPROVAL CHECKED BY: 04/ HYANNIS , MA {x) FOR PERMIT ONLY 26/00 AMERICAN BUILDINGS COMPANY [ j FOR PRELIMINARY. DESIGN APPO BY: 04/26/00 S.V.RALEIGH CORP. DRAWING. REV.NO. CAD BY: BMR - 04 20 00 06:17:37 Ver. 13.3 NUMBER', 71159501 E-02 0 _ - MEMBER OUTSIDE FLC. WEB INSIDE FLC. STARTING WEB ENDING WEB NO. THICKNESS THICKNESS THICKNESS DEPTH DEPTH Q 5 X .2500 .1345 5 X .2500 8' Ir 3/8' SiIFFN6RS REO'D HIP RAFTER 9 5 X .3125 .2500 5 X .2500 12' 30" � - RR-0701- - HIP RAFTER BOTH SIDES - HIP BRACKET 5 X .3750 .2500 5 X .3125 30" 14" RR-0301 (SHOP WELDED) ® 5 X .2500 .1345 5 X .2500 8.3125' 26' t HIP COLUMN (8)3/40 X2 A325 B/N RIGID FRAME RAFTER '. (TYP. ® EA. CONN.) RR-0102(TYP.) HIP CUPS(HC-2X) (2)REO'D AT EA, CONN. 3/8' STIFFNER REO'D . HIP CLIP(HC-1X). ERECTION MARK (2)REO'0 AT EA.� CONN. � � - - MUST BE-ON BRACKET!_. (5)3/40 X 2 A325 B/N - (TYP. ® EA. CONN.) HIP RAFTER CONNECTION TYP. AT ALL LOW SIDE HIP CONN. I E-03 12 ,. 256 F 39 9 A HIP RAFTER CONNECTION TYP. AT ALL HIGH SIDE HIP CONN. E—O3 _ £-p1 &5E p4 FOR PURUN SPpC1NG E-03 SEE SHE12 EC Z - A 1j1 m s 1 696 _ B E—OS - O3 RR.03p1 J w o 6 16 - ` s a 211g6 1' - E-03 - RR-0102 a F.L. 2 & 5 - �; o a FB-1 O n Fn FB-1 CANOPY AT o ^ z LINE A ONLY _ o o Z O = F 1 1 33 I 53 cc ' to RC-0301 O F.L. A-1 RC-0303 ® F.L'D-1, D-6 RC-0302 ® F.L. A-6 : RC-0301 0 F.L. A-1 8 8Z 8t .8 _..-. - _ - .-- - -- RC-0302 ® F.L. D—s, D-6 6'0 1'41 - 1,41 - 39'0 a OUT OF BIpC. UNE TO CL OF FRAME CANOPY , - A HIP -COLUMN CROSS SECTION HIP COLUMN CROSS SECTION o-s HIP RAF-TER GROSS SECTION AT LINES 1 & 6 - AT LINES 1 & 6 AT LINES A-1, D-1, A-6, 0-6 NO. REVISIONS I MADE CK'D DATE ENCR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL - CARSON CITY NEVADA STATUS SCALE: NONE DATE RAYMOND AND LINDA TRICCA - [ ] FOR CONSTRUCTION DRAWN BY:, BMR 04/26/00 S7 ENTERPRISE RD [ ) FOR APPROVAL CHECKED BY: 04/26/00 (X) FOR PERMIT ONLY HYANNIS MA AMERICAN BUILDINGS COMPANY - ( J FOR PRELIMINARY DESIGNAPPD'BY: 04/26/00 S.V.RALEIGH CORP. DRAWING. REV.NO• CAD BY: iMR 04 19 00 09:23:56 Ver, 13.3 NUMBER' 71159501 E-03 0 SPLICE TABLE SPLICE lUTY I IZL I PLATE SIZE I D PIH [CLEAR AT SPL17 A 4 3 4 X 2 5 X 3 B 10 15 16 1 15'4 3 4 MEMBER OUTSIDE FLG. WEB INSIDE FLG. STARTING WEB ENDING WEB NO. THICKNESS THICKNESS THICKNESS DEPTH DEPTH - 6) 5 X .2500 .1345 5 X .2500 8' it 5 X .2500 .2500 5 X .2500 10' 10' LEAN-TO RAFTER r (4)3/40 X 2 A325 BIN . (TYP. 0 LEAN-TO HAUNCH) _ 12 358 r- 2VA LEAN-TO COLUMN - 3/8' STIFFNERS REO'0 - �5.33 } /A0 o (BOTH SIDES) a o a 29+, CL-12 (TYP.) / B m p4D` E-04 HIP RAFTER . RR-0301 " LEAN—TO HAUNCH CONNECTION TYPICAL AT LEAN-TO FRAME ONLY A E-04 FB-1 3/8' STIFFNER REQ'D (BOTH SIDES) - - t° 0 FB—I - - m 1 HIP RAFTER 'l RR-0301 HIP CUP(HC-3X) (2)REO'D ® EA. CONN. - (6)3/40 X 2 A325 BIN - RC-0401 (TYP..0 EA CONN.) LEAN-TO RAFTER - .. " RR-0401 _ 25'0.OUT OF BLDG. LINE TO C�OF FRAME - LEAN-TO CONN. AT HIP B rz TYPICAL AT HIGH SIDE OF LEAN-TO ONLY E-04 - 1/6 RIGID FRAME CROSS SECTION - - - FRAME LINES .B h C NO. REVISIONS MADE CK'0 DATE ENGR DATE NO.11 REVISIONS - MADE CK'D DATE 1 ENGR DATE DRAWING SUBMITTAL - - CARSON CITY NEVADA STATUS SCALE: NONE DATE RAYMOND AND LINDA TRICCA [ J FO=PERMITONLY DRAWN BY: BMR 04/25/00 87 ENTERPRISE RD - [ FORCHECKED BY: 04/26/00 (XJ FO HYANNIS MA AMERICAN BUILDINGS COMPANY [ FOR DESIGN APPO BY: 04/25/00. S.V.RALEIGH CORP. DRAWING.. REV.NO. CAO 8Y: BMR 04 19 00 09:23:56 Ver, 13.3 NUMBER' 71159501 E-O4 0 BAY LENGTH (TYP. U.N.) THIS ROOF SYSTEM DESIGN USES ANTI-ROLL CLIPS 1/2 BAY LENGTH 1/2 BAY LENGTH INSTALLED AS SHOWN IN SECTION RF50A/AA (TYP. U.N.) (TYP. U.N.) SRO 1-AA ON DRAWING DWR-1.0. DND-1:0' LOCATIONS ARE INDICATED ON THE CROSS SECTIONS. SAVE STRUT LINE t Clip Mork Number is: CL-12 o � 8Z14-2 S.II 3 4P2 8Z14-26.11 3 aPt ' o PURLIN CLIP w / \ n_/ HIP/VALLEY TRIMHVPC-1/2X L&R NZ _LHVf-1 (SEE NOTE BELOW) BC4-31,9 `\ BC4-31.9 -J HVPC-11/2XUL&R #12XC1TURAL FASTENER 1/4 SDHH NOTE BELOW) (2 AT EACH PURLIN) W RF05-AA 9 m l "" DRF-2.0 ----- ---- -- ---- ------- o n� _� fl CBC BX�27.4=+„ 3X- CBC-3X-I 27.4=�\ I� ^U o -- ) \ " - CBC- \ ` - H a' N..�'.. 0 1 1 'd - - - - -- --_ .. - -- - e BC4-27.4 SA2 4.3 3/8 BC4 27.4 - - N (TYP.) "� W D SA2-4,7 1/Z "" �� TYP, (TYP. U.N.) PURLIN m m m m 8 (rrPJ �• BC4-31.9 > `�-BC4-31.9HIP RAFTER--7 NOTE: - i--- RR-030 FIELD-WELD CLIPS Z HVPC-1XL AND HVPC-1XR TO RFO1-AA ,/ \\ /' ? PURUNS AND HIP RAFTER o r ORF-2.0 C \ / l m AS SHOWN. o \ o KwP E-OSF SECTION THROUGH HIP AT FRAMINGHVPC-IXL / \ SA2-3.77 B , \ - (lYP U.N. / \ (TYP. U.N.S / - HVPC- N.) m E-05 � (T(P U.N.)C-IXR 6C14-3.IN U.N.) (TYP. ® EAVE) - HVPC-2N. - < (TYP U.N. } EAVE STRUgUNE O cg E-OS m SAVE BRACE CHANNEL FIELD ATTACH CPS-1 6C74-3.1 (4) STRUCTURAL FASTENERS 12X1 1/4 SDHH " - - INFORMATION PROVIDED TO AMERICAN BUILDINGS FOR THE DESIGN OF THIS STRUCTURE,. DOES NOT INDICATE' __ -- BZtaICAL 3/aPt 8ZTYPICAtt 3/4Pt. BZTYPICA11 U.N. 8ZTYPICA11 N. BZTYPICA11 U.N. - THE PRESENCE OF A SHADOWING STRUCTURE WITHIN - --------- TYPICAL U.N. TYPICAL U.N. TYPICAL- N. TYPICAL U.N. TYPICAL N. -> -------------- 25'0 - o 20 FEET OF THIS BUILDING. THEREFORE, SNOW DRIFT ___ 2'2 22'10 24.0 25'0 22'10 2'2. LOADS HAVE NOT BEEN CONSIDERED IN THE DESIGN --OF THIS BUILDING. -------------- . I 124'0 OUT TO OUT OF BLDG. LINE I � - _ ROOF FRAMING PLAN FIELD ATTACH CPB-I 4 STRUCTURAL FASTENERS. PURLIN LAP = 4'-0' TYPICAL U.N. - .- �12X1 1/4 SDHH - . BRACE ANGLE - - .SA2-LENGTH . DETAIL AT EAVE STRUT B TYPICAL AT LINES A & D E-05 BEND TABS DOWN FIRMLY MAIN BUILDING Ei 3880C2-24.11 I/2P1 3B80C2-24.11 1/477 3B80C2-23.11 1/472 t 3B8OC2-24.11 1/4ZZ - 358OC2-24.11 1/2P2 BRACE ANGLE p SA2-LENGTH 8Z13-26.11 3/4P1 8Z12-28.11 3/4WW SZ14-27.11 3/4WW 8Z12-28.11 3/4WW SZ13-26.11 3/4P2 "- TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 22'10 25'0 2410 25'0 22'10 2'2 124'0 OUT TO OUT OF BLDG. LINE - - - BRACE ANGLE INSTALLATION. PURLIN LAP = 4' TYPICAL U.N. TYPICAL AT ALL.BRACING LOCATIONS E-05 CANOPY ROOF FRAMING PLAN NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE - CARSON CITY NEVADA STATUS RAYMOND AND LINDA TRICCA [ ) FOR CONSTRUCTION DRAWN BY: BMR 04/25/00 87 ENTERPRISE "RD O FOR APPROVAL CHECKED BY: - 04/26/00 HYANNIS , MA [X) FOR PERMIT oNly AMERICAN BUILDINGS COMPANY [ 1 FOR PREUMINARY DESIGN APPO BY: 04/26/00 S.V.RALEIGH CORP, DRAWING. REV.NO. CAD BY: BMR 04 z1 00 10:46:01 Ver, 13.3 NUMBER' 71159501 E-05 D 0 r r 001nn SON Nn 9900 OOL I 1 001 0 Sheeting Direction Ann j'�,nn m0WI 1nnlp (0.5)FL9A0-15.2 nn ......... - w-Lm �n:,mm m NN NN• NN• NN • iWI AAI�UAAmO � OmAP U��AA P1 A PI OOA lUV Co. nmm mmlm . mmVAO w 9 ANmOn r N m N 1 PAN mm(r'lr Mrk P N N--I I PP Nm0 n I ! - N A I o!"y�IIPPNmmm I11 O u, r LIN PNmV I I aPAP 1 1 1 N N o m O N_N 1 Nr r l I I U p PmN O A• 4P00iON. P 1 CDf�W4 mm�NmN N m N W m N-J O A P I P N 1 N 63 ,p A a O1. °i LC624-3.0 LC624L311 1/4 LC624-3.11 1/4 m LC524C7.2 7/8 fL624-5.7 �sTjJ �Z�L�y LC624-5.7 LC624-8.10 5 riJ'SJ q� ti I C).cl LC624-7.2 7/8 / LC624-10.6 C' LC624-BJO 5/8 1 2 2lSSgFcr�! t�'�1•�,O'�`151 LC624-10.6 1 LC624-12.2 1 4 43oS'� 7 - LC624-12. 1 4 LC62a-13J0 �2?� LC624-13.10 LC624-15.5 7 B LC624-15.5 7 8 N LC624-1 1 5 8 I LC624-17.1 5 8 S C6 4-18 B C6 - 8 8 1 2 N 4- 4- 1 4 Q LC624-22.1 1 8 C6 4-2 1 1 8 �• C624-23.8 1 8 C624-23.8 8 U) m UO LC624-25.4 3 4 F LC624-25.4 3 4 LC624-27.0 1 2 LC624-27.0 1 2 Q 77. n C) 0 LC624-28.8 3 B LC624-26.8 318 d D D - LC624-30.4 1 8 LC; 24-30.4 1 8CD 7 Z Z - 0 LC624-32.0 LC624-32.0 O O IYP.C62 -30.9U. LC6U 4-30. 0 g � -D O• N. a lYP. .N. � 7 N 0 n /� --}}�� it 1 �// N A - O. z O � °� bm^am F p i p III r D V) 1n a n a -r Sm N m = N N m A b= m m o0 Z m O ^ j -1 m D Z Om YJ 0 1 O N .. ko Z - c1 (n u Z N c = m = m n m N m 0 Z N z 10 m =In p G) o r IT1 16 . O n D_ j� N In z 0 m m yOy p O m - m Z r.0 �D kn kms ; o k D o I0 02 A m O nU) n 70C I m n O v ;0 LC624-32.0" LC624-320. O 4- •4 L 4- ,4 1 D Li LC624-2 .8 B tiL C62 -2 .8 8 is I p r� - yoq I- m 0. - o zp o n LC624-13.10 ,\41 LC6 I S _ 24-1 .10 m Ir0 _ ���SZ^`y� LC624-8J0 5/ �'��Nq�LLyyy I �Y'sfggcl,7 LC624-8.10 �B QQ � % LC62 LC624 5.7 +�'�j�7�115 I - ?ISRq,�? 7 LC624-7.2 7 8 6 r O r n r r LC624-5.7 p w o LC624-3.11 1/4 b0.0 LC624-3.11 1/4 - A;a A A f LC624-3. r 0m m N N n N - LC624-3.0 m pAS2 D'a L1 =; ;._ - rnmN AAAA 1 NmJm I I I r 04 N O GI_O - nmNp Pi 1 I NN�+ApO O• gZ�C� LL N9T-b I I <� p i- A 4Amm 4W'PmmC. I O m 0 O L0 uPm� P Z m Z r p y O m rrrrrrrrr rrr r r r rrr � •C - mmmmmmmmm mmmm mmmmm O NNNNNNNNN NNNN NNNIJN -- _ m AiAAAApAA _ ., - AAAA AAAPP P j m Z. - WIrIUNw VCC tp !bm Vmll,lr,l.1W N .11 OO��WUVODO .. �.mV(nW�-00 ' N z - �o Sheeting Direction orn � 1nm03X - - ¢DJ XZm9: r DZZO -- LnNm - C)- A _ vy c-)yv)o O m �7. r .0 �Z O -1 O rl C) D _ m m z c� z� CD f V) O �p > z - 71 C) - D Z - l0 2 o d ci m (A n 0 0 rn � • D Z Z C) i D HIP RAFTERS - (4)FSE-IT BEYOND - CE-1R (4)FEC-4 (a)GTt-15.2 1-GE-1L NOTE: CUTTER ENDS ADDED , - FED AN MITRE GTIONER BUILDERAS RED.0 . 4E8OS2-19.11 1 2P7 4E8OS2-19.11 1 2Z2 4E8OS2-19.11 1 2P7 0 a o CB-tX 3 a a a o , e E 07 CL-2 a (TYP.) 01 to 01 to 01. to - v IJ l� IJ L V - to I__ -I ]-—]-I I_—]-I ._ (6)fPFV-2 4'X 4' WINDOW 4'X 4' WINDOW 4'X 4' WINDOW' - RC-0303 RC-0401 RC-0401 RC=0301 WC-1X - (6)FPEC-1 X 10 GA. WEB (3)GA-2 5 X 1/4 FLGS. BZ14-21.5 3/4MK 8Zi6-22.11 3/4MM - .8Z14-21.5 3/4KM - - _ SIDEWALL SHEETING PLAN AT LINES 01 & 06 - TYPICAL U.N. TYPICAL U.N. TYPICAL U.N.' - 20.0 20'0 20'0 SEE ATTACHED PAGES ASW-1.0 THRU ASW-3.0 NOTE: FIELD CUT do MODIFY (FOR PANEL & FLASHING ATTCHMENT) - PANEL & FLASHING AS REO'D. BO•D OUT TO OUT OF GIRT LINE I 6'0 (2)1/20 X 1 1/4 A325 B/N l" CApIOpY (TYP.-AT WIND COLUMN) 01 - DJSOC6-7.1 3/aAPt SIDEWALL FRAMING .AT FRAME LINE 01 GIRT LAP = 3'-D• TYPICAL U.N. D2 - DHBOC6-3.10 1/2 - - HIP COLUMN • - - - WIND COLUMN(WC-1X) r .5 3/8 X 10 CA WEB 5 X 1/4 FLGS. 1/20 X 1 1/4 A325 B/N HIP RAFTERS - - (TYP. AT GIRT CONN.) - - WAIL GIRT BEYOND 12 GA. ,EAVE STRUT ' ' - i O i.. �'J% GABLE ANGLE GA-1 ��4EBOS2�-19.11 1 2P1 4EBOS2-19.11 i 2ZZ 4EBOS2-19.11 1 2P2 E-07 0 CORNER GIRT CLIP o - CL-2. 1 I . _ 12 GA. EAVE STRUT - _ --- r-------I GIRT CUPCL - CL-4 70 1 O I I I I I 1 WIND COLUMN TO ----- -\-------- --------------- --- 1 GIRT CONN. B TYPICAL AT LINE A ONLY E—Q] oI (o of to of to I O it _ 1 I' e ----------- ------1 2 2 WC-1X 4'X 4' WINDOW 4•X 4' WINDOW 4'X 4' WINDOW (4)1/20 X 1 1/4 A325 B/N y NOTE: FIELD MITRE AND DRILL EAVE - 1'S 3/8 X 10 CA WEB RC-0302 RC-0401 RC-0401 - - 'RC-0303 (TYP. AT EA CL-2) STRUTS AS REO'O AT CORNERS 5 X 1/4 FLGS. - - - - • SZ14-21.5 3/4MK 8Z16-22.11 3/4MM BZ14-20.8 7/8ZM - TYPICAL U.ri TYPICAL U.N. TYPICAL U.N. EAVE STRUT CORNER CONN. A TYPICAL AT ALL CORNERS 20•o zo•o 20'0 L I 60'0 OUT TO OUT OF GIRT LINE CANOPY T - 01 = DJ8OC6-7.1 3/aAP1 SIDEWALL FRAMING AT FRAME LINE -06 GIRT LAP = 3-0- TYPICAL U.N. D2 - DHBOC6-3.10 1/2 - NO. PREVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS - 'MADE CK'D DATE ENCR DATE DRAWING SUBMITTAL SCALE: NONE DATE CARSON C�E� NEVADA STATUS RAYMOND AND LINDA TRICCA - [ ] FOR CONSTRUCTION DRAWN BY: .BMR oa/2s/oo g] .ENTERPRISE RD - [ ] FOR APPROVAL CHECKED BY: 04/26/00 HYANNIS , MA - [X] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPO BY: 04/26/00 S.V,RALEIGH CORP. DRAWING. REVAO. BY: BM CAO R 04 19 00 07:09:39 �Ver: 13.3 NUMBER• 71159��] E-�] 0 ROOF OUTLINE - q BEYOND _ NOTE: GUTTER.ENDS ADDED E- 88 \ A$ AN OPTION BUILDER MAY ' - FIELD MITRE GUTTER AS REO'D 3E80S2-24.11 1 2P1 3E8052-24.11 1 2ZZ 3E80S2-23.11 1 22Z 1 2ZZ 3E8052-24.11 i 2P2 (8.5)FSE-1T 2'2 2 GE-IR - (8.5)FEC-3 �,30052-24.11 _- CANOPY OUTTINE r r(8.5)CTt-15.2 GE-IL-1 :I o SB-tX SB-2X SB-3X SB-2X SB-iX ^ d I C8 x 13.75 A C8 x 13.75 g 1 CB x 13.75 CB x 13.75 C8 x 13.75 a z ' OPEN TO CONSTRUCTION we-1x -lTFMT1T1JT-FMTTFFM--- 17FITT-1., P. NOT A.B.C. �" ) - ,P1 - A2P26-1.9 P2 - A2P26-3.8 - 8Z16-26.5 3/4P1 8Z16-27.11 3/4MM 8Z16-26.11 3/4MM 8Z16-27.11 3/4MIJ 'BZ16-26.5 3/4P2 - SIDEWALL SHEETING PLAN AT LINE A TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 2'2 22'10 25'0 24'0 25'0 22'10 2'2 - SEE ATTACHED PAGES ASW-1.0 THRU ASW-3.0 NOTE: FIELD CUT & MODIFY 1 2 J 4 5 6 (FOR PANEL & FLASHING ATTCHMENT) -PANEL & FLASHING AS REO'D. 124'0 OUT TO OUT OF GIRT LINE I _ SIDEWALL FRAMING PLAN AT LINE A GIRT LAP = 3'-0` TYPICAL u.N. SPLICE TABLE RIGID FRAME A COLUMN a A 8 1 3 4 X 2 6 X 1 2 1'3 7 8 14'4 1 2 i --- B 8 3 4 X 2 6 X 1 2 1'3 7 8 14'4 1 2 ; ' 4 5/B' JAMB SUPPORT FJAMB SUPPORT MEMBER OUTSIDE FIG. WEB INSIDE FIG. STARTING WES ENDING WEB ' - -NO:-- -THICKNESS____ THICKNESS THICKNESS DEPTH DEPTH i O - - :C8 X 11.5• _ TYF-UN CL73 TYP UN J _ 1Q 6 % .3125 .1644 6 X .3750 10' 10' I Oj - q N , AT SUPPORT & ATTACH CLIP WITH FDH2-10.3 6 X .3750 .1345 6 X .5000 15' 15" - UTILITY CLIP I '-_ � I I (2) STRUCTURAL BOLTS GIRT I, CL-3 I.I i/Yo X 1 1/4' A325 it (2) STRUCTURAL BOLTS - - i (2) X 1 1/$ A325 i i i m to TYP I I i PORTAL RAFTER i JAMB - C1-3 tL-Nr-� �TYP UN PORTAL COLUMN(SHOP WELDED TO FINISHED FLOOR RIGID FRAME COLUMN) 10' X 12' F.O. II JAMB CONNECTION B CLIP & FLASHING LAYOUT TYP. AT 10' X 12' F.D. E-08 - (3)RE'O'D - ' FDHZ-3.4 - PORTAL COLUMN CONNECTION A TYP. AT LINE A ONLY WHERE PORTAL EXISTS I E-08 N N . 3070 DOOR B ROOF OUTLINE ------------ - --�-E08 -- ,` WALK DOOR 3E8052-24.11 1 2P1 3E8052-24.11 1 2ZZ 3EBOS2-23.11 1 2ZZ FLASHING -LAYOUT 3E8052-24.11 1 2ZZ - 3E80S2-Z4.11 1 2P2 (3)REO'D P 8Z15-26.5 3 4P1 BZ16-26.11 3 4MM / - - 8Z16-27.11 3 4MM e SB-4X c BCS-29.8> S8-5 SB-6X - C8 % 11.5 05 i OS C8 x 11.5 05 CB x 11.5 Zi i _ o ao c /�i\ o o Z2 c c Z3 - - - Zl. Z21 Z3 / \ n (8.5)FSE-1T. - - 3070 W.D. 10' X 12' F.D. 10' X 12' F.O. 3070 W.D. 10' X 12' F.D. 3070 W.D. GE-1R (8.5)FEC-3 !" r(8.5)GTl-15.2 GE-1L1 _ o 10'10 10.0 iv 6'0 10'0 8'0 5'0 IWO IWO ^ ^ ^ o a s a IL IL a s SZ15-12.9P1 8Z16-27.11 3/4MM 8Z16-7.3ZM 8Z76-6.3ZM BZ15-26.5 3/4P2 TYPICAL U.N• TYPICAL U.N. TYPICAL.U.N. TYPICAL U.N. TYPICAL U.N. 7 I 2.2 22'10 25'0 24'0 2510 22'10 2'2 . i} • a L 124'0 OUT TO OUT OF GIRT LINE - (9.5)FP Z1 - 8Z15-3.3MZ 04 - DJBOC2-12.11 3/8AP1 P1 - A2P26-4.8 1/2 (9.5)FPEC-1 Z2 - 8Z76-9.3MZ D5 - OH8OC2-10.0 GIRT LAP 3'-T TYPICAL U.N. P2 - A2P26-16.10 (5)GA-2 Z3 - 8Z16-11.3MZ SIDEWALL FRAMING PLAN AT LINE D SIDEWALL SHEETING PLAN AT LINE D NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS- - MADE CK'O DATE ENGR DATE DRAWING SUBMITTAL SCALE:" NONE DATE CARSON. CITY NEVADA srArus RAYMOND AND LINDA TRICCA ,[ ) FOR CONSTRUCTION DRAWN BY: BMR 04/26/00 87 ENTERPRISE RD [ ] FOR APPROVAL • 04/26/00 [X] FOR PERMIT ONLY CHECKED BY: HYANNIS MA AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPO BY: 04/26/00 S.V.RALEIGH CORP. DRAWING. REV.NO. CAD BY: 8MR 04 19 00 07:09:39 Ver. 13.3 NUMBER• 71159501 E-08 0 12 ROOF TO WALL GIRT - . 26 GA. ARCHITECTURAL �— WALL PANEL 3 t•69 WA s - SOFFIT PURUN' 1.6 96 1 A,. . . - 26 GA. ARCHITECTURAL 2.1 t 9 s A. F CANOPY ROOF PURUNS GIRT CLIP WALL PANEL CL-4(TYP.) SOFFIT SUPPORT FLASHING (8)3/40 X 2 3/4 A325 BIN CANOPY BEAM (TYP. AT EA CANOPY BEAM) - (Cs-1X) - STRUCTURAL FASTENER WALL FASTENER CANOPY CHANNEL RIGID FRAME COLUMN #12 X 1 1/4 SDHH RIVET SOFFIT PURUNS g12 X 1 1/4 SDHCW ANOPY BRACKET SRTRUCTURAL FASTENERS (SHOP WELDED) SPECIAL STRUCTURAL FASTENER //12 X 1 1/4 SDHH FRAME BRACE - {�12 X 1 1/2 SDHHTS FB-J 3/8' STIFFNERS REO'D. Y A r•r• (BOTH SIDES) 24 GA. SOFFIT PANEL 1/RIVET ar ND 1/8" BLIND _ SOFFIT CHANNEL (2)1/20 X 1 1/4 A325 SIN CANOPY BEAM _ PANEL FLASHING (TYP. U.N.) - SOFFIT FLASHING (CB-IX) MFPCF-3 NOTE: ATTACHMENT.NOT'BY.A.B.C. FPEC - 11'-1• - - _ DRIP FLASHING 24 GA. SOFFIT PANEL qlO A. 1A.F. . VFF-7 GABLE ANGLE A.F.F. GA-t SPANDREL CHANNEL - - SOFFIT FLASHING soFFlr Puaurls ce x 13.75 Y _ SOFFIT PANEL DETAIL B FL9Ao-15.2 TYPICAL AT ALL CANOPY LOCATIONS E—Q9L CANOPY DETAIL A SOFFIT PANEL DETAIL C TYPICAL AT ALL CANOPY LOCATIONS E—QgL TYPICAL AT ALL CANOPY LOCATIONS E-09L (Z)CL- - (0.5 21 --- -' (0.5)RS=1. (0.5)RSA-1 ' (0-5)7-P, 3 � _ SEE ATTACHED PAGES ASW-1.0 THRU ASW-3.0 (0.51RRx-15•Z � (FOR PANEL k FLASHING ATTCHMENT) ( f NOTE: FIELD CUT do MODIFY a n PANEL k FLASHING AS REO'D. - a lUl'1 I.��JI a w a Pt - PA-2.10+1/2 )FPEC-1 +• +` (OS)GA-11 - P2 - PA-3.7 1/2 PI - PA-2.10 1/2 .. _ P2 - PA-3.7 1/2 - CANOPY SHEETING PACKAGE MK# EW01S—A CANOPY SHEETING PACKAGE MK# EW06S—A AT FRAME LINE 01 AT FRAME LINE 06 MAIN BUILDING .. , a a ectz-2a.11 1/2Pt 8C12-24.11 1/4ZZ 8C72-2J.11 1/4ZZ 8C12-24.11 i/4Zz SC12-24.11 1/2P2 BZ12-25.11 3/4P1 SZ12-26.11 3/4KK SZ12-25.11 3/4KK 8Z12-26.11 3/4KK 8Z12-25.11 3/4P2 -- TYPICAL U.N. TYPICAL U.N. - TYPICAL'U.N. TYPICAL U.N. TYPICAL U.N: - 2'2 22'10 25'0 24'0 25'0 22'10 2'2 124'0 OUT TO OUT OF BLDG. LINE -. . PURLIN I. CANOPY SOFFIT FRAMING PLAN a i P1 — A2P25-2.0 1/2 CANOPY FACIA SHEETING PLAN NO.1 REVISIONS MADE CK'D 1 DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR I DATE DRAWING sueMrrrAL - CARSON CITY NEVADA srnrus SCALE: NONE DATE RAYMOND AND LINDA TRICCA [ J FOR CONSTRUCTION DRAWN BY: BMR 04/26/00 87 ENTERPRISE RD [ FOR APPROVAL CHECKED BY: 04/26/00 HYANNIS MA[X] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ J FOR PRELIMINARY. DESIGN APPO BY..' 04/26/00, S.V.RALEIGH CORP. DRAWING REV.NO. CAD BY: BMR04 19 00 .07:09:41. Ver. 13.3 NUMBER- 71159501. E-091- 0 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER - EAVE'STRUT THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN - - PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE SQUARE AilET1XAN BULSAFETY PRf)J'll !CdIPNF►REC0EIMOEO.S STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH _ SQUARE AWE CA WOIMENGS G WAR STEEL CO SHOES OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. R•P WITH METOTARSAL CUAAM EVE PROTECTION Cn0 AM HARD HATS GATnE SE SAFETY PRECAUTION: BRACING - WORKERS SHOULD ALWAYS WEAR CLOVES WHIN HANDUNO PANELS SAFETY PREGYHTCFk RIGID FRAME---,, DO SNOT O STEP,SIT OR Taste ON ADHERE TO T IS PRE LRua Fuca To AOA A ` SE IOU PJURY.qN MAY RESULT a w , SEraaus INJURY. STAY PRECAUTION RIGID FRAME COLUMN . STAY WELL IN LTION of Au LOADS Fq 1 uUFFInmc DmcE. AN Iu HANDS AND FEET 2 X By OTHERS)KING ARCHITECTURAL PANELS CLEAR OF MOVING LOADS y - WOOD BLOCKING (BY OTHERS) GIRT SECTION'A' • TARP OR PLASTIC COVER - USE SPACERS BETWEEN BUNDLES GIRT SPACING BASE ANGLE y -e THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT - TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD BLOCK ABOVE GROUND BE USED WHEN ERECTING THE STRUCTURAL STEEL SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE INSTALLATION OF THE BUILDING WALLS ARE GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING GIRT SIZE AND SPACINGS. TIE DOWN __ .—_ _ .. .. _. _ THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING ' PANEL STORAGE WC51 BUILDING ALIGNMENT - GE01 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. ALL OUTSIDE GIRT FLANGES GIRT BLOCKING GE SHOULD BE DBE ARCHITECTURAL AC AA- MOVED FROM BAY TOL BAYS ZONTALLY WHICH I WILL REDUCE THE UMBER OF ALIGNED. THISBLOCKI NG PECES REQUIRED. NORMALLY, I AA ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. AMERICAN ROOF AND WALL PANELS WALL FASTENERS MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, - - PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND-ERECTION ---- - T 1lTd G DESGIInnaN JIESCBI®Otl DEssel�Xm — PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH 44 S#12ELF X 1 tIN MAR BLIND 1/9 SELF x 1 LNG TEK4 MERIT CAUTIOUS CARE IN HANDLING. Q 1• SELF DRILLING CARBON STEEL HEX HEAD 1/8 LIN 1VE RNET SELF DRILLING CARBON 57FJ1 HEX HEAD 3', FASTENER WITHOUT WASHER FASTENER WITHOUT WASHER UNDER NO CIRCUMSTANCES SHOULD PANELS BE TAKENHANDLEDT ROUGHLY. PACKAGES OF SHEETS SHOULD 4 G MARK NO. pzxl t/4 SOHH MARK NO. #uxl 1/4 SOHHT4 BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO � 914 - APx1anOH - ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND - APPUCATI FLASHING LAPS AND FLASHING APPLICATION SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS CUPS AT OVERHEAD DOORS, TO PANEL CONNECTIONS (STEEL THICKNESSES GREATER THAN 12 GA GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE - WALK DOORS,ETC. - AND UP TO VINO INCLUDING 1/4�) SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. - - FIELD STRUCTURAL ATTACHMENTS ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN - WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME DFcaHIPODN ' CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS - #12 X 11/4 - 3/115 O"ETER RNET WITH WASHER DESGBIPT - KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS WATER FORMED BY CONDENSATION OF HUMID - SELF ORILUNG COLOR MATCHING HEX HEAD MARK NO. SRV-1 ARCHIITr .RA. INnO CLrla gar - /12 x 1 1/2 TE1t5 AIR CAN BECOME TRAPPED BETWEEN STACKED Sf1E�T5. WATER CAN ALSO BE TRAPPED BETWEEN THE FASTENER WITH CLEAR WASHER SELF DRILLING CAR80N STEEL HEX HEAD A➢2-1 - IMRK N0. /I2X1 I/4 SDHGW FASTENER WITHOUT WASHER STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS _ 1 APP1IcSIDE MAwc No. /I2XI 1/2 SOHHTe OFTEN CALLED WET STORAGE STAIN. � � � 10 APPUCAnON slDEucwr SIDELAP CONNECTIONS THE STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE T� m SHEET TO STRUCTURAL CONNECTIONS I (SPECIAL NOSEPIECE REWIRED) A2PLICA➢Otl 1 4 G (BASE A GABLE ANGLE.GRTS.EAVE IN THE CONTACT WITHATHE SUR LONG FACE OF THE PANELS IT IS NOT PERMITTED OVER AN EEXTENDED THE PERIOD CAN SEVERELY ATTACKMOISTURE Z'S4 d 1 4 �'��) µo uPTia THICKNESSES Nau01Nc R/Yjw I/4. THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE UFE. THEREFORE, IT IS IMPERATIVE THAT ALL oT j" Gm FIELD STRUCTURAL ATTACHMENTS PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY 44 DEscRWPneH THE PANELS AT ONCE AND STORE IN A DRY, WARM PLACE, IF POSSIBLE. 91 - - 114 X T DESOBIPLLDtl . WHEN HANDLING OR UNCRATING THE PANELS, LIFT, RATHER THAN SLIDE. THEM APART. BURRING - -SELF DRILLING G COLOR MATCHING HEX HEAD SELF TAPPING CARBON STEEL.MIX DF'SCRIPiION - - EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER - FASTENER WITH CLEAR WASHER HEAD FASTENER WITHOUT WASHER 010 x 1 1/Y _ ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. - - MARK NO. P14X7/8 SDHCW LARC NO. FIOxI/2 STHM SELF TAPPING CARBON STEEL HEX HEAD - - APPUGnaN FASTENER WITH WASHER ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB - � MARK NO. JIOXI 1/2 STHHW - SUPERVISION. - PANEL SIDELAP CONNECTIONS,FLASHING TO WINDOW dNMe MVLUONS - Aapl r_ATOM CAUTION: PA PANEL CONNECTIONS µO OTHER SHEET TO SHEET CONNECnONs PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WAIL w Lm1 nnPANELS TO WOOD STRUCTURE. AR - PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING - (1/t MIX MEAD SOCKET REQUIRED) SURFACE. WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST AR2-o OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 511C HEX SOCKET UNLESS NOTED. PANEL STORAGE NOTES RC95 BASIC PARTS AND PIECES WC61 AA •S4 C ARCHITECTURAL WALLS AC T - SAFETY NOTES: SAFETY PRECAUTION: SAFETY PRECAUTION: -AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT WORKERS SHOULD ALWAYS PANELS ARE SUPPERr DUE TO ERECTION NOTES: PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. WCAR PANELS. �Hµ0UN6 OIL UAANUFACTURINNFOR PIED ROTECTION - LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP AwNST WEATHER DAMAGE. I. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILO INSURE WORKER SAFETY. DETERGENT OR AN,ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST VINO MOST PRODUCTIVE WAY Of ERECTING A INSURE AGOOD SEALING SURFACE VINO IMPROVE WEATHER TIGHTNESS.. BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS Of FIRST AID STATIONS AND EMERGENCY 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE - PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN 13UILDINCS COMPANY DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES ARCHITECTURAL PANEL IDENTIFICATION MARK NUMB R IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. FOR ROOF WORK, PROPER EQUIPMENT FOR HANOUNG MATERIAL AND SAFETY NETS WHERE POSSIBLE ADDITIONAL ATTACHMENTS (NOT BY A 8 C) MAY BE REQUIRED. ARE RECOMMENDED ERECTION PRACTICES. EXAMPLE A2P 24-30.0 • .DETAIL'A DETAIL'Er EXAMPLE � - � 3. ALL EXPOSED FASTENERS SHOULD.PENETRATE THE SEALANT FOR THE MOST WEATHER AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED VINO ADMINISTERED 30'-0" IN LENGTH TIGHT CONNECTION IN WALL AREAS WHERE APPLICABLE. WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ARCHITECTURAL WALL PANEL - ll�ARCHITECTURAL 24 GAGE (24 h 26 GAGE AVAILABLE) ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY'OTHER APPROPRIATE SAFETY 4. THE ARCHITECTURAL PANEL IS DESIGNED FOR WALL APPLICATIONS ONLY AND SHOULD REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO,TO INSURE MAXIMUM WORKER OVERLAPPING RIB - _ - � � - NEVER BE UTILIZED IN THE ROOF FOR PURPOSES OF PROVIDING A ROOF SYSTEM FOR ��Y . (THIS RIB OVERLAPS OUTSIDE - - BUILDINGS. THE INVERTED RIBS INCORPORATED INTO ITS DESIGN PRODUCE SMOOTH - - - - -- - - PRECEEDING PANEL) SHADOW LINES AND SEMI-CONCEALED FASTENERS. ALTHOUGH SHEETING CAN USUALLY S SLIPPERY SUBSTANCES ARE PILLED ON THE ROOF PANELS,WIPE THEN OFF BEGIN FROM EITHER END OF THE BUILDING, APPLICATION OF THIS PANEL IS DIRECTIONAL. IMMEDIATELY IF OIL OR OTHERTO PREVENT SUPPING OR FALLING. PROPERLY INSTALLED, THE LAP EDGES OF THE ARCHTECTURAL PANEL HAVE MINIMUM VISIBILITY. YOU SHOULD MAINTAIN A FIRM,SAFE POSITION WHEN USING ANY TOOL ERECTION OF THE ARCHITECTURAL PANEL.REOUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION Q YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE AA i S. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS-OR 7HER CUTTING BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF.AREA. WHICH PROLIDES SUPPORT FOR PROPER NESTING OF THE.OVERLAPPING RIB OF THE NEXT PANEL. METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, BEARING RIB UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WITH DO NOT NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. (BEARING LEG GIVES ES EITHER LEFT TO RIGHT OR RIGHT TO-LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER PRODUCE HOT METAL PARTICLES OR BURNED EDGES. FOOT IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED B 'BEARING RIB SUPPORT TO SIDELAP) THE BEARING RIB. , BY THE BUILDING PURUNS. - .. _ .. DETAIL'A' .... •, SIDELAP ❑ETAIL DETAIL'B' 'PANEL MARKING AND SIDELAP' DETAILS WC63 ERECTION NOTES - WC SAFETY COMMITMENT - GE70 ARCHITECTURAL WALLS AC ARCHITECTURAL WALLS AC91 IAA , SCALE: DATE DRAIN BY: TON BUPAUTA 11A8111A ARCHITECTURAL WALL PANEL CHECKED BY: BLI BASIC ERECTION . - 1- REVISED GE03AA TAC THG 5-99 DESIGN APP'D BY: DRAWING ASW-1,0 REV.NO. NO. - REVISION MADE CK'D. DATE NO. REVISION MADE •CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER 1 3X2 ANGLE 4_ WALL PANEL GA-2 WALL PANEL BASE ANGLE FASTENER (BY OTHERS) WALL PANEL 6.35mm. DIAMETER CONCRETE BASE ANGLE FASTENER CO CR OTHERS) ANCHOR (min) 152.4cm. D.C. (max) 6.35mm. DIAMETER CONCRETE WALL FASTENER - BASE ANGLE FASTENER (BY OTHERS) fQ12X1 1/4 SDHCW ANCHOR (min) 152.4cm. O.C. (max) WALL PANEL 6.35 mm DIAMETER CONCRETE 1•_O" O.C. BASE GIRT WALL FASTENER WALL FASTENER ANCHOR (min.) 152.4 cm O.C. (max.) Al2XI 1/4 SDHCW #12X1 I/4 SDHCW 30.48 cm O.C. I I'-0' O C `BASE ANGLE FASTENER (BY OTHERS) 1'-O` O.C. WALL FASTENER. `. BLIND RIVE I - 30.48 cm O.C. 1 1/4"0 CONCRETE ANCHOR (min) I ( ) /J12X1 1/4 SDHCW BASE"ANGLE FASTENER (BY OTHERS) 1/8 RIVET - + 5'-0' O.C. (max) '-' + 30.48 cm O.C. I BASE ANGLE FASTENER BY OTHERS BUND RIVET BLIND RNET i 1/4"0 CONCRETE ANCHOR (min) S'-0" O.C. (max) 1'-0" O.C. I 1/4"0 CONCRETE ANCHOR (min.) 2'-0• O.C. ia. 3.81 cm._ 1/8 RNET _ -- BASE CHANNEL 1/8 RIVET 1 1 2"_ 2'-0" O.C. 3.81 cm. 30.48 cm O.C. i 1/4- TE: 50.96 cm D.C. ' ou / + _ I - : . t,l_ FPEC-1 - 60.96 cm D.C. -8 arm- _ 80.6 cOm O.C. I I 1/2" BAWE-20 NCLE em± 1 1/2"t FPFV-2 •I.•" �� FPEC-1 z E FPEC-1 i z E . GRADE ', o E FPFV-2­ 4 . GRADE •E •+ ui GRADE '• 10 E GRADE ... j mo E +.. N 5.0 o E ••+ •.s a, SECTION AT BASE ANGLE BA02 SECTION AT BASE GIRT BA03 SECTION AT BASE CHANNEL - - -BA04 SECTION AT BASE W GA-2 BA05 ARCHITECTURAL OR LONCSPAN WALLS AB AB - AB AB 1 3/4" WALL FASTENER - LONGSPAN PANEL BUILDING STRUCTURAL 44.45 )I12X1 1/4 SDHCW - (TYP. U.N.) CLAMP AND WOOD BLOCKING 1/4" 3/4"LINE (GIRT LINE) II 3 4" mm 1'-0" D.C. BASE ANGLE (ENDWALL) BY OTHERS (SUGGESTED) ,y�y.. _-__,....,. _44:45-------- ---- 30.48 D. O.C. - 8.4-20 - - I, I ._ _ _ __BUILDING I mm STRUCTURAL R CTURAL- BEARING RIB OVERLAPPING RIB BASE ANGLE (SIDEWALI) WOOD BLOCKING I (GIRT LINE) Ea. EQ. LONGSPAN BA-20 - - - PANEL 0`P LONGSPAN - I �a OIA HOLE - I I I PANEL MAJOR RIB (OVERLAPPING RIB) LONcsPAL/v,wEL LAP AND 3 ARCHITECTURAL rE MAJOR RIB (OVERLAPPING PRE-DRILLED HOLE OCTAL 1 ".. 2 I. .. PANEL RIB) BEARING RIB I \i FASTENER 1 - _ 1/4' 3/4' ARCH. PANEL c1- PRIOR TO WAIL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03 AA - 6.35 19.05 �OVERLAPPMCSEQUENCE / mm mm (IYP. U.N.)ERECTION OF LONG SPAN OR ARCHITECTURAL WALL PANELS CAN EASILY BE ACCOMPLISHEDBY ALIGNING THE CENTER OF THE OVERLAPPING RIB OF THE FIRST PANEL WITH THE - ED. SN Ern STRUCTURAL OR GIRT LINE AT THE BUILDING CORNER. SHEETING CAN USUALLY BE rE STARTED FROM EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION 1/6•HOLE OF LEFT TO RICFff OR RIGHT 70 LEFT AS SHOWN. HOWEVER BY APPLYING THE SHEETS 3.1T5 m OW HOLE TOWARD THE DIRECTION OF THE PREVAIUNC VIEW, THE OVERLAP LINE AT THE SIDELAP OF WALL FASTENER ARCHITECTURAL ARCHRECiURAL PINEL lM AND PREGP.SIT EVERY PANEL WILL BE LESS VISIBLE. THE SAME PRINCIPLE CAN BE APPLIED WHERE NI2XI 1/4 SDHCW PANEL PRE-GRILLED HOLE DETAIL 6 DO NOT STEP,SR OR FNUR a+WALL 1'-0" O.C. TO T OR PCAVERE AUTION FAILURE UL ADHERE A HEAVY PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE - PRE-DRILLING OVERLAPPING RIB FOR STITCH SCREWS 5 TO THIS PRECAUTION MY RESULT IN A 3O.4B Cm O.C. AS SHOWN WILL INSURE ILL SCREWS ARE ALIGNED. BAD2 IGLE I sERlous IwuRr. (DOWNWARD SIDE) OF THE PANEL RIH.AB �T> 4 NOTE!TO AvgD OIUPLINC DO NOT OVER TORQUE IT IS RECOMMENDED THAT A SMALL WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE SCREWS. BASE ANGLE. APPLY THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE PANEL INSTALLATION FHC-YR�ASb AT ALL STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND AND CONTINUED IN THE SAME MANNER AS SHEETING PROGRESSES ALONG THE WALL. PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE Ifs.- WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE 00 NOT ERECT PANEL BY BUILDING STRUCTURAL OR GIRT LINE AS SHOWN. USE A LEVEL OR TRANSIT AND PLUMB THE PANEL ' ATTACHING AT BOTH FND¢ WORKING TO THE MIDDIF OF THE PAN FL_ THIS PROrFnIJRF FASTEN THE PANEL TO THE STRUCTURAL MEMBERS AS SHOWN STARTING AT UPPER MOST ATTACHMENT I'�I BLANKET INSULATION PROMOTES "OI eNNIN." WORKING DOWN. IT IS EXTREMELY IMPORTANT THAT THE FIRST WALL PANEL BE INSTALLED PLUMB. (BY OTHERS) - IT IS EXTREMELY IMPORTANT THAT THE FIRST WALL PANEL BE INSTALI ED PLUMB- USE'A INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WITH THE FIRST PANEL (AS SHOWN). CHECK FOR ARCHITECTURAL PANEL SHOWN SPIRIT LEVEL OR A TRANSIT ON EACH PANEL _ - PLUMBNESS AND FASTEN THIS PANEL IN THE SAME MANNER AS THE FIRST PANEL. CONTINUE TO SHEET - THE WALL USING THISPROCEDURE CUT PANELS AT DOORS,WINDOWS,LOUVERS AND OTHER WALL OPENINGS AS REQUIRED. BASE ANGLE DETAIL BA01 8 9 LONG SPAN PANEL SIMILAR INSTALLATION OF FIRST WALL PANEL WC64 WALL PANEL INSTALLATION WC12 AB 7 LONG SPAN OR ARCHITECTURAL.WALLS AB ARCHITECTURAL AND LONGSPAN WALLS AB THINGS TO REMEMBER - WALL FASTENER WALL FASTENER ~ - y 1. THINK SAFETY. - _ (TYP. SEE NOTE 2) (TYP. SEE NOTE 1) #14 SDHCW STITCH #12X1 1/4 SDHCW 2. CARE FOR PANELS IN ACCORDANCE 2-0' O.C. VERTICALLY 1'-0` O.C. - - GUTTER SEAL - WITH ERECTION CUIDE. - 60.96 cm O.C. VERTICALLY 30.48 cm O.C. EAVE STRUT GTS - 3. ALIGN GIRT. EAVE TRIM i ARCHITECTURAL PANEL (TYP.) ' 4. PLUMB FIRST AND EVERY PANEL. I - S. CHECK COVERAGE ON EVERY PANEL i 6. FOLLOW SCREW ATTACHMENT SEQUENCE: CIRT, EAVE STRUT, - -- -- - - TRAILING TO LEADING. BASE ANGLE OR TOP TO BOTTOM_ ----- - ------- GABLE ANGLE � - ` .�. 7. (GO .EXCEED INSULATION THICKNESS '_ ----- DETAIL `A` -- -- - 8. DO NOT`RATCHEY OR OVERTICHTEN WALL - - - ---- - - PANEL SCREWS. THIS WILL CAUSE`DLMPUNG. 1-0' OUTSIDE CLOSURE 30.48cm 30.48cm 30.48cm - A2 P-0 9. USE THE RIB OF THE ARCHITECTURAL PANEL - - TO APPLY PRESSURE WHEN INSTALLING. BLIND RIVET .,a_ ..;. (SEE EXAMPLE) DO NOT DISTORT PANEL FLATS_ f f (3 REO'D PER - - 10. DO NOT USE ABRASIVE SAWS OR OTHER � � - CUTTING TOOLS WHICH PRODUCE HOT METAL - .. - 1/8 RIVET -- - - - PARTICLES OR BURNED EDGES. .NOTE: . THESE METHODS WILL DAMAGE THE - 1.WALL FASTENERS REQUIRED AT SIDEWALL - - PAINTED AND GALVALUME FINISH AND WILL VOID DETAIL"A" AND ENDWALL GIRTS, BASE ANGLE, SAVE ANY WARRANTIES. USE DOUBLE CUT SHEARS, STRUT AND GABLE ANGLE. FASTENER LAYOUT ARCHITECTURAL PANEL NIBBLERS OR OTHER CUTTING DEVICES WHICH SHOWN-ALSO APPLIES FOR LINER AND PARTITION DO NOT PRODUCE HOT METAL PARTICLES OR PANELS. .2. PANEL STITCH fASTENERS AS SHOWN REQ•0. BURNED EDGES. - ONLY AT PANELSTENERS S H FLASHING D LAPS AND FLASHING TO PANEL CONNECTIONS. PANEL INSTALLATION NOTES GE04 FASTENER LAYOUT. _ WC05 OUTSIDE CLOSURE INSTALLATION AT EAVE EA37 ARCHITECTURAL WALL PANELS AC ARCHITECTURAL WALLS AC ARCHITECTURAL WALLS AC SCALE: DATE DRAWN BY: TON ARCHITECTURAL WALL PANEL BUFAUG a AIABau CHECKED BY: BU BASIC ERECTION 1 REVISED WC64AB k ADDED GE04AC TAC THG 5-99 - DESIGN APP'D BY: DRAWING REY.NO. NO. REVISION MADE CK'D. DATE NO. REVISION - MADE -CK'D. DATE NO. REVISION MADE CK'D. ISSUED:DATE - 12-1-97 NUMBER ASW-2.0 I WALL FASTENER (TYP.) EAVE STRUT #14 SDHCW STITCH [g, 1'-T O.C. ALONG EAVE FLASHING g�P yT DR gyg 4"AIL30.48 cm O.C. ALONG'EAVE 'FLASHING R EAIE'SfRUIS rWLw[To ADHOC PRECAUTION rA'r RESULT N ARAKE - TRI- FLASHING EAVE CLOSURE FLASHING' UPPER PANEL TR1-15.2 FEC-• CAP FLASHING (SEE.NOTE 2) - FCP-1 RAKE FLASHING '.,1.GIRT TRI-15.2 N - Ic! 1n ri -,.,, ��+� OUTSIDE CLOSURE OUTSIDE CLOSURE {SEE SECTION AT EAVE) (SEE ENDWALL RAKE DETAILS) WALL FASTENERS P2-0 AP2-0 14 STITCH vy 4R' AKE SUPPORT FLASHING # �'• SF-1 1'-O' O.C. ALONG RAKE SUPPORT NOTE: EAVE SUPPORT - FLASHING30.48 em O.C.ALONG RAKE SUPPORT 1. OUTSIDE CLOSURE_ REQUIRED FOR BLDG. FASTENER FSE-1 GIRT WALL FASTENER �.-��"`�• SLOPES 1 1/2 : 12 OR #14 STITCH (SEE NOTE 5) #12X1 1/4 SDHCIY_ LESS. 1'-T O.C. WOOD GABLE ANGLE 48 cm 2• CAP FLASHING REO'D. 30. BLOCKING GA-- FOR BLDG. SLOPES OUTSIDE CLOSURE (BY OTHERS) GREATER THAN 1 1/2 :.12. (SEE NOTE 1) _ LOWER PANEL ENDWALL PANEL WAIL FASTENER_ I12X1 1/4 SDHCW I'-0" O.C. 30.48 cm O.C. WALL PANEL ENDLAP IWC06 PANEL CLOSURE DETAIL AT RAKE RA01 ARCHITECTURAL, LONGSPAN OR MULTI-RIB WALLS AB ARCHITECTURAL, LONGSPAN OR MULTI-RIB WALLS AB WALL FASTENER (TYP.) #14 STITCH 2'0 O.C. AT PANEL SIDELAP 60.96cm O.C.AT PANEL SIDELAP WALL FASTENER BACKLAPPING THE PANELS 1- OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE #12X1 1/4 SDHCW BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. - i 1'-d' O.C. --------- ------- ------- -- - -- - - ' ON THE ENDWALL HIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. I 30.48 cm D.C. 1 - 1 ARCHITECTURAL PANEL 'i GIRT LINE OR RIDGE RIDGE i - STRUCTURAL LINE BASE ANGLE WALL FASTENER- BA-20 I - #12X1 1/4 SDHCW i r--D' D.C. GENERAL NOTES: I 30.40 cm O.C. - _ I WALL FASTENER 1. CROWD OR STRETCH PANELS SLIGHTLY AS a!'• ,, `i #14 SDHCW STITCH NECESSARY TO MAINTAIN 3'-O' COVERAGE PER 2--Or O.C. VERTICALLY PANEL. 60.96cm O.C. VERTICALLY 2• PANELS MUST BE INSTALLED SQUARE WITH 2,-0" ARCHITECTURAL PANEL Jill BUILDING FRAME. 11� ------ - 3. PANEL SIDELAPS STICHED 2'-T ON CENTER WITH NOTE: #14 WALL FASTENERS. ENDWALL PANELS (SHOWN) - SIDEWALLS SIMILAR _ - 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE CORNER FLASHING BLIND RIVET - - BRUSH. 00 NOT UP USE AEROSOL TYPE PAINT B IFOR FCRA2-LENGTH REOPER FLASHING LAP) _ 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL FLASHING RIVET - BASE ANGLE CORNER GIRT-FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT CORNER FLASHING - FBC-1 FLANGES WILL CAUSE DIMPLING OF PANELS AT FCRA-LENGTH SCREW LOCATIONS. PANEL BACKLAPPING WC75 CORNER TRIM DETAIL (OUTSIDE) WC21 TYPICAL CORNER DETAIL AT PANELS WC20 ARCHITECTURAL OR LONCSPAN WALLS AB ARCHITECTURAL WALLS AC ARCHITECTURAL WALLS AC SAFETY PREG41OON: FASTENER AND WASHER WDRKERS SHOULD BeTTWNED IN SAFETY PREuunoN: - OR OTHER MEANS (BY OTHERS) - ALWAYS WEAR OSHA APPROVED EYE SArETY PRECAUTION: THE PROPER ERECTION PRDCEy11RE5 MAY BE USED TO ATTACH PROTECTION WHEN OPERATING ORIELS WORKETLS SHOULD BE TRAINED IN - rGR ALL JOBS. - - OR ELECTRIC SCREW GUNS. THE PROPER ERECTI TNCNURES - INSULATION (BEFORE EAVE CLOSURE i WALL FASTENER r00 ALL JOBS - FLASHING IS ATTACHED) - NOTE: - - INSTULATION ROOF PANEL i #12X1 1/4 SDHCW - - FOLD INSULATION BACK ONTO _ (BY OTHERS) I t'-0' O.C. � - � � � __------- �ITSELF FOR COMPRESSION I 30.48 Gm O.C. _ r-___� ET IT PANEL MUST AND ROOF 8E ARCHITECTUR,% PANEL T--�—R ._ _ - - _-------- EXPOSED TO THE WEATHER. 1 .. II N INSULATIONL--__�_------- - i WALL FASTENER II II TRIM INSULATION AND '•>,� BYOTHERS) - - H STITCH I u EAVE CLOSURE FLASHING ( - - H .•,�-` #1 S MCW CH �I a TURN VINYL BACK. INSULATION _ 6 e .VERTJCALLY VERTICALLY li MUST NOT BE EXPOSED TO FEC -.. /`l I �� WALL PANEL WEARER. u u L MAJOR RIB OF Fl _ NER F645FIINC I N u IA2-LE CR u I CUT W • PAN FC � EL I DOUBLE SIDED TAPE (BY OTHERS) (IF REQUIRED) _I - BLIND RIVET it II u. ". - j TO BE USED TO SECURE INSUlA7lON.- EAVE S (6 REO-D PER FLASHING�ORT I .. - .�.I - FLASHING LAP) - i ii ii' FSE-t ed. .e . 1/8 RIVET BASE ANGLE�.fir--=--ua= JI _ _ _?.:. -- - ..--_ .- -.._ WALL PANEL EAVE STRUT OR IGIRT-LINE-OR ____________ ___ __ FLASHING TRIM INSULATION ANDTURN VINYL BACK. INSULATION NOTE: - MUST NOT BE EXPOSED TO WEARER. FIELD TRIM PANELS ASREQUIRED AT CORNER INTERSECTION. STRUCTURAL LINE - - CORNER TRIM DETAIL INSIDE SUGGESTED SUGGEST S INS WC26 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 INSULATION ATTACHMENTS AT EAVE IN01 ARCHITECTURAL WALLS AC I AA AA .. SCALE: DATE DRAWN BY: TON ARCHITECTURAL WALL PANEL BUFAVIA �` AIABAYA CHECKED BY: Bu BASIC ERECTION 1 UNIVERSAL RAKE, EAVE TRIM REVISIONS TBG BLJ 11-98 DESIGN APP'D BY: DRAINING REV.NO. NO. - REVISION MADE CK'D. DATE NO. REVISION - REVISION MADE CK'D. DATE 12-1-97 NUMBER ASW-3.0 t MADE� CK'D. DATE NO. ISSUED: �^ � RIGID F VF THE tDAOB RACE RAFTER SAFETY WELL IN HE suY rat CLEAR OF omcGMec�wrt m TTE Ii RIGID FRAME RAFTER RIGID FRAME RAFTER RIGID FRAME RAFTER B TYF EING MOVED a E ANY�TYPE�UiTnNG DEVICE.BE SURE TO KEEP HANDS STRUCTURAL BOLTS (TYP.) AND FEET CLEAR OF MOVING LOADS AND�T����'��� STRUCTURAL BOLTS (TYP.) (SEE CROSS SECTION FOR (SEE CROSS SECTION FOR - SIZE AND QUANTITY) - SIZE AND QUANTITY) RIGID FRAME COLUMN RIGID FRAME COLUMN - STRUCTURAL BOLTS (TYP.) (SEE CROSS SECTION FOR RIGID FRAME RAFTER SArZIr PRErurrlDN: SIZE AND QUANTITY - -. STRUCTURAL.BOLTS (TYP.) AMERICAN BUILDINGS COMPANY RECOMMENDS ) SAFETY PRECMIDON: SEE CROSS-SECTION FOR RIGID FRAME RAFTER THAT ALL WORKERS WEAR STEEL TOE SHOES WORKER PERSONAL PROTECTION EQUIPMENT WITH METOTARSAI GUARD,EYE PROTECTION _ SHOULD ALWAYS MEET OSHA STANDARDS SIZE AND QUANTITY) AND HMO HATS - - DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIDGE RAFTER CONNECTION DETAIL MF22 DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 RIGID FRAME AA RIGID FRAME RAFTER AA - RIGID FRAME RAFTER - AA RIGID FRAME - AA .. STRUCTURAL BOLTS R.F.RAFTER BOLT GCE SART7 PRE61Iff10Ft - SAFETY PRECAUTION: "fix) SAFETY PRECAUTION:EACH WORKER SHOULD BC 7RAW+EO EACH'WORKER SHOULD BE TRAINED - SPLICE STAY CLEAR OF ANY MOVING LOAD. RIGID FRAME RAFTER 10 USE TlIE SAFEST ANO 1105� _- _ _ TO USE THE SAFEST AND MOST ,/� _ PLATE MAKE CERTAIN ALL FRAMING 6 PROPERLY PRODUCTIVE ERECTXM TEUfa011E'i RIGID FRAME RAFTER PRODUCTIVE ERECTION TEC%UEs. ' - - BRACED OR GUYED BEFORE LIFTING LINES — RIGID FRAME RAFTER - HAUNCH SPLICEARE REMOVED. p II PLATE(RAFTER) STRUCTURAL BOLTS lk �r II � n n n SAFETY PRECAUTION: I u I T>1/Y WORKERS SHOULD BE TRNNm V/ A TA THE PROPER ERECTIp1 PROCEOUpES R.1�MIN_=E /Y. FOR ALL JOBS. n =T . RIGID FRAME COLUMN HAVE(COLUMN) I n I (BOTH SIDE) `'- �y. _ r 1'MIN. ) RIGID FRAME COLUMN '" _ - - RY=T,w 1'MIN.R.F, STRUCTURAL BOLTS (TYP) COLu4N - 'STRUCTURAL BOLTS (SEE CROSS-SECTION FOR - Y I I - STRUCTURAL BOLTS .) 1"MIN. (( (TYP.) TYPICAL CONNECTION AT GAPS ; I WASHERS IF REQUIRED) (SEE CROSS SECTION FOR SIZE AND QUANTITY) - RS.T=w S MIN. INTERIOR COLUMN I 4) 1/2*0 X 2' A325 BOLTS ._ SIZE AND QUANTITY) /.PLACE REQUIRED AT CAPS > WEE - E�E a - 1 PLACE NON—TAPERED SHIMS BETWEEN BOLT PAIRS AS REQUIRED D. - ' GAPS IN COMPRESSION AREA GREATER THAN I/B'MO TACK WEIR. W 3,TACK WELD NON—TAPERED SHIMS 1' MIN. E= T BOTH SIDE BETWEEN Y=T a W NON—TAPERED SHIMS TO MEET NSC'FINGER' - STYLE. SECTION'A'—'A . A.ALL SHIMMING MATERIAL MILD STEF1, GAP)(SECTION THROUGH p) S.RIDGE SHIMMING DETAILS SIMILAR - VERTICAL HAUNCH CONNECTION AT BLDG. EAVE IMF12 VERTICAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF17 TYPICAL HAUNCH SHIMMING DETAILS MF19 INTERIOR COLUMN CAP CONNECTION MF27 RIGID FRAME AA RIGID FRAME - AA RIGID FRAME -- - AA CONNECTION AT PRISMATIC RIGID FRAME RAFTER AA SAFETY IRECALJTIOM STAY CLEAR Of ANY MOVING LORD. EWO KRKp RS$HOUID BE TANNED IN WORKERS SHOULDD BE TANNED TO 1•—� RIGID FRAME `MARE CERTAIN ALL FRAMING 6 PROPERLY RIGID FRAME RAFTER- THE rnRREtt ARo SAFE OPERATION RIGID FRAME RAFTER CORRECTLY LOCATE THE Po1Nrs OF 45.72cm SAFETY BRACED OR GUYED BEFORE UFTING LINES OF LIFTING EOUIPMENF. CABLE ATTACHMEM FOR LIFTING RAFTER .. ARE REMOVED. HEAVY LOADS F 2.54em LL INTERIORN CLIP A - - - _ - - STRUCTURAL BOLT 4 3/16' 3/9' I i T 2 3/4 TIGHTEN NUT AGAINST A325 WASHER LOCATED 11.11em 0.95cm �: j i - ��6.99c UNTHREADED PORTION - ON SLOTTED SLOE T I OF BOLT. THIS'CONNECTION I I -( •{t�I - o- 3/4 - IS DESIGNED TO MOVE. 1.1 .99C 3/470 X 2' A325 BOLT W., ENDWALL COLUMN ENDWALL INTERIOR NDWALL GIRT I• 'COLUMNCUP STRUCTURAL BOLTS (IYP.) - URAL BOLTS (TYP) I RAFTER LOADING - '^ INTERIOR COLUMN I I - a) 1/Ym x Y A325 eolrs I a) 1/270 x r A325 Bo1.rs T I WASHERS IF REQUIRED) INTERIOR IF REQUIRED) - INTERIOR COLUMN A�l - 1 I ENDWALL COLUMN I T STRUCTURAL BOLTS - 3/4'0 % 1 3/a' A325BOLTS - WRH 2 WASHERS INTERIOR COLUMN CAP CONNECTION MF26 INTERIOR COLUMN CAR CONNECTION AT RIDGE M_F28 CUP CONNFCTION TQ COLUMN INTERIOR COLUMN CONNECTION EF78 CONNECTION AT RIGID FRAME RAFTER W/FLAT BOTTOM (LANCE AA CONNECTION AT RIGID FRAME RIDGE RAFTER AA RIGID FRAME ENDWALL AA SCALE: DATE DRAWN BY: TON_ TYPICAL MAIN FRAMING EUFAUtA A` AueAUA CHECKED BY: BW CONNECTION DETAILS DESIGN APP'D BY: DRAWING REV.NO. N0. REVISION- MADE CK'D. DATE NO. REVISION MADE ' CK'D. DATE N0. ISSUED: 12-1-97 NUMBER DMF-1.0 Q REVISION MADE CK'D. JDATnE A A J/'C INSTALLATION: - FOR ANTI-ROLL OR WEB REINFORCEMENT BOLTS IN CONNECTIONS SUBJECT TO TENSION LOADS SHALL BE TIGHTENED PROVIDE, BOLT 0"Erm- I/Y 7/!T' i CLIPS 7/g• WHEN ALL FASTENERS IN THE JOINT ARE TIGHT, AT LEAST THE MINIMUM TENSION - (SHOWN IN THE SCHEDULE BELOW). BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION - - - - -- LOADS AND WHERE LOOSENING OR FATIGUE DUE TO VIBRATIONS OR LOAD FLUCTUATIONS ARE NOT DESIGN CONSIDERATIONS NEED ONLY TO BE TIGHTENED TO THE SNUG-TIGHT O WALL PANEL CONDITION. _ NUT HEAD t� _•— NER �.�- TURN OF THE NUT METHOD: A METHOD FOR PRE-TENSIONING HIGH STRENGTH BOLTS. Wf /4 - t O N12X1 1/ SDHCW E J1NGL FNER (BY OTHERS) _______7ERA --_----_ _ THE NUT IS TURNED FROM THE'SNUG-TIGHT" POSITION CORRESPONDING TO A FEW IMPACTS ASTM A307 BOLT IDENTIFICATION t'-0' O.C. � � -----------`------� ------ 1 4 0': ON ET t ANCHOR (min.) OF AN IMPACT WRENCH OR THE FULL EFFORT Of A MAN USING AN ORDINARY SPUD WRENCH, - t�. C THE AMOUNT OF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT DIAMETER AND °'�'O C' '} 1 1 4'' 1 1/47 PURLIN 2 1/2' LENGTH (SEE NUT ROTATION IN THE SCHEDULE BELOW). - - - - FRAMEBASE ANGLE 1 1/2'± - (AS SIGN) w 1A1a1LLT on.EnsaH• wBA-20 • . (2) STRUCTURAL BOLTS (TYPt/Y 7/Y GRADE <.?:. ....c:" '. •E t//Z-Oxt 1/4' A325 NOTES: J/P t t s .. ../ Y1. AMERICAN BUILDINGS COMPANY NOR ITS SUBSIDIARIES WILL NOT ASSUME ANY - ' A325 ' (2) WASHERS RD PER BOLT RAFTER RESPONSIBILITY FOR-IMPROPER BOLT LOCATION, AT FRAME BRACE CONNECTIONS LAP A PATTERN 2. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLT WILL BE INSTALLED IN ITS 0•® / \ - PROPER LOCATION AS SHOWN ON THE DETAIL GIVEN OR NOTED ON ERECTION DRAWINGS. 2'-0' 0' 11 7/8'' K 3. ALL 1/2'• DIAMETER A325 BOLTS (IN CONNECTION NOT SUBJECT TO TENSION LOADS) ARE NUT t - - - 3'-O' 1'75 71Er M HEAD REQUIRED TO BE TIGHTENED TO"SNUG-TIGHT' CONDITION ONLY. ., wtll•ga£uurom 4,_0- 1'-II 7/Er W iLT tAORMEA SKEIY i1i6T. ASTM A325 BOLT IDENTIFICATION 6'-0' 2'-11 7/8' R BOLT SCHEDULE ASTM A307 & A325 BOLT IDENTIFICATION - MF01 SECTION AT BASE ANGLE - BA02 STANDARD PURLIN LAP RFO1 a7/8rOA325 ' DESIGNATION PRE-TENSION KIPS NUT ROTATION - AA ARCHITECTURAL OR IONCSPAN WALLS - AB BY-PASS CONDITION _ An 5 HIGH TENSILE 12.0 1/3 TURN 5 HIGH TENSILE 28.0 1/3 TURNgKEry Ppyt HIGH TENSILE 39.0 1/3 TURN ALWAYS WGW 05Fw APRIOKO EYE ■ SEE ERECTS FOR USE SAl�M�APP TK qiF;wtifiw mE Awvt:w�T "5 HIGH TENSILE 51.0 1/3 TURN 0 OEtiECTUC °t �'p'WOK a A00f'�'� -. - .__—____ _ _ Fan�W. LOCATION FIELD DRILL FOR ATTACHMENT CHANNEL OR • AMERICAN SOCIETY FOR TESTING AND MATERIALS - PURLIN PURLIN FOLD DRILL FOR ATTACHMENT � PURLIN - � -1/2'0 BOLTS _ 1/2'0 BOLTS. . - ---------- INSPECTION: ---------------- PURLIN BOLTS TIGHTENED BY THE'TURN OF THE NUT METHOD" MAY HAVE THE OUTER FACE OF - - - - THE NUT MATCH-MARKED WITH THE PROTRUDING BOLT POINT BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB Of - PAINT AFTER THE BOLTS HAVE BEEN BROUGHT UP SNUC-TIGHT 3/4'0 BOLTS T �-� ------ _ • ---- =- -� --------- - --------- !' s THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT WRENCH WILL APPEAR GABLE - KNEE B RAFTER SLIGHTLY PEENED AND THUS INDICATE THAT THE WRENCH HAS BEEN APPLIED TO THE COLUMN - - KNEE•BRACE BRACKET FASTENER. GENERALLY, NO FURTHER INSPECTION IS NECESSARY FOR BOLTS IN BEARING- TYPE CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING IS NOT ,_ KNEE BRACE - W STRUCTURAL 2 WA BOLT ( BOLT t DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE \ _ BRACKET I / INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM - 3/4'0 BOLT I I AT FRAME BRACE CONNECTIONS FRAME BRACE LOOSENING AND FALLING OFF ACCIDENTALLY. BAA 1/Yb X 1 1/47 A325 FB- � SEE � I I KNEE BRACE ' I I I I 3/4'0 BOLTS _ ALL BOLTS ARE ALL BOLTS ARE STRUCTURAL A325 STRUCTURAL A325 - > BOLT INSTALLATION & INSPECTION NOTES MF91 KNEE BRACE DETAIL IBR18 SECTION AT KNEE BRACE BR19 FRAME BRACE BOTH SIDES BR17 1/2'0, 3/4'0, 7/8"0 do 1-0 STRUCTURAL BOLTS AA AA AA FOR BYPASS PURLINS/CHANNEL AA ON BUILDINGS WITH INSET OR FLUSH GIRTS, THE HORIZONTAL WEB OF THE GIRT . • COLUMN FLANGES OMITTED - • COLUMN FLANGES OMITTED OR GIRTS IN A BRACED BAY, WILL HAVE TO BE SLOTTED IN ORDER FOR THE ROD OR CABLE FOR CLARITY, FOR CLARITY. CABLE OR ROD BRACE TO PULL IN A STRAIGHT LINE FROM THE TOP OF ONE DISTANCE TO BRACING COLUMN TO THE BOTTOM OF THE NEXT COLUMN. INSTALLING THE BRACING __- SLOT ON . FIELD CUT SLOT CUT WASHER EITHER TO THE INSIDE OR OUTSIDE OF.THE GIRTS. TAKES THE BRACNG OUT OF _ COLUMN WEB OF.COLUMN OR RAFTER CUT WASHER A STRAIGHT LINE PULL. THIS DOES NOT ALLOW THE BRACING TO FUNCTION — .GIRT HEX NUT - PROPERLY AND ISAN UNACCEPTABLE ERECTION PROCEDURE. MOVING THE - WES OF COLUMN OR RAFTER HOLES IN OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT LINE PULL IS ALSO • - HEX NUT UNACCEPTABLE. A•------ - - . SLOTTING THE WEB OF THE GIRT TO ACHIEVE THIS STRAIGHT LINE PULL IS THE ONLY ACCEPTABLE METHOD. TO MARK THE HOLE LOCATION THE FOLLOWING GIRT OUT SET \ - METHOD MAY BE USED. 'A a NORMALLY 1' .(VERIFY BY MEASURING EYE BOLT `T - \ ROD OR EYEBOLT 4 1. INSTALL CABLE BRACING IN THE PROPER HOLES AT THE TOP.OF ONE DIAMETER).- BEVEL - -- - `> i - COLUMN TO THE BOTTOM OF THE NW COLUMN.RUNNING THE CABLE •.g•.= DISTANCE FROM FACE WASHER a TO THE INSIDE OR OUTSIDE OF THE GIRTS. IF YOU HAVE ROD BRACING OF GIRT TO CENTERLINE i,1„ A NYLON STRING LINE MAY ALSO BE USED. OF SLOT ON COLUMN. BEVEL W Ei� Al ROD BRACE _ 2. TIGHTEN THE CABLE OR STRING LINE SO THERE IS NO SLACK. - CABLE GRIP _ 3. WHERE THE CABLE OR STRING LINE CROSSES THE WEB OF THE GIRTS,.,:v-_„_-._.- 7WrTH 1/8 TYP• .. • MARK TWO INCHES ON EITHER SIDE OF,THIS POINT. S 4'-0' S 4'-Cr 4. USING A SQUARE. MAKE TWO PARALLEL LINES FROM THESE TWO MARKS ON THE WEB OF THE GIRTS: =- -_ - - 5.AT THE COLUMN, DETERMINE THE MEASUREMENT FROM OUTSIDEGIRT " � TypUNE TO CENTERLINE OF CABLE OR ROD BRACE HOLE. UTILIZE THISMEASUREMENT AS THE CENTERLINE OF A 1' X 4' SLOT TOBE MADE CABLE BETWEEN THE TWO PARALLEL LINE$ MARKED ON THE WEB OF THE GIRTS. SOME OF THE LARGER CABLES OR RODS MAY REQUIRE ASLIGHTLY LARGER SLOT TO ALLOW THE EYEBOLT 70 PASS THROUGH. FIELD REINOF ANGLE, ---------- -------------------------- 8. AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED, INSTALL CABLE OR GIRT OR CHANNEL WHEN SLOTS ARE LOCATED ROD BRACING THROUGH THE SLOTS, THROUGH THE BRACE HOLES IN THE AS SHOWN. 1/8 . COLUMNS, AND TIGHTEN. CABLE BRACE DETAIL 7. VISUALLY CHECK TO SEE THAT THE BRACING,IS NOT TOUCHING THE GIRTS BR01 R00 BRACE DETAIL BR02 AT THE SLOTS. IF IT IS TOUCHING, TRIM OUT THE*SLOT AS NECESSARY. FIELD SLOTTING GIRTS FOR CROSS BRACING BR03 AA AA 8. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. - AA SCALE: DATE BOLT INSTALLATION & INSPECTION, DRAWN BY: TON BASE ANGLE AND BRACING DETAILS, [DRAWING eAVIA 2 REVISED DRAWING NUMBER CKJ THC 11-98 CHECKED BY: BU AND 1 REVISED RFOtAA, BR17AA TBG THG 2-98 - DESIGN APP•D BY: STANDARD PURLIN/GIRT LAP DETAILS REV.NO' NO. REVISION MADE CK'D. DATE NO. REVISION REVISION MADE CK'D. DATE ISSUED: 12-1-97 MBER - DND-1.0 2 MADE C%'D. DATE NO. SAFETY PREGUiION: WORKERS SHOULD ALWAYS WEAR GIRT DEPTH SAEE7•f PRETiWDON: 0.0VE5 WHEN SHOULD ALWA METAL WORKER PERSON,L pROTECTION EQUIPMENT GIRT DEPTH 7��l PREGUTI SURFACES WITH SHARP EDGES S$MOULD ALWAYS wEArt. GIRT DEPTH SAFETYON:SHOULD ALWAYS MEET OSNA STANDARDS WHEN HANDLING METALWORKFA PET60NIL PROTECTION EQUIPMENTGIRT DER6 WITH SHARP EDGES SHOULD ALWAYS MEET 051u STANDARDS _ EAVE STRUT RAFTER EAVE STRUT RAFTER r(f` RAFTER f"•. a: EAVE STRUT RAFTER "))•� EAVE STRUT STRUCTURAL BOLTS STRUCTURAL BOLTS (a) 1/270 X 1 I/a• (a) 1/r0 X 1 I/a• A325 BOLTS Yj A325 BOLTS STRUCTURAL BOLTS STRUCTURAL BOLTS O /r0 x 1 Ile R A325 BOLTS (4) 1/r0 x 1 Ile {SHOP WELD) A325 BOLTS SAVE STRUT BRACKET EAVE STRUT BRACKET (SHOP WELD) SAVE.STRUT BRACKET (SHOP WELD) - -EAVE STRUT BRACKET , COLUMN - - COLUMN (SHOP WELD) COLUMN .-COLUMN EAVE STRUT CONNECTION IRF31 R EAVE STRUT CONNECTION AT HIGHSIDE J RF36R EAVE STRUT CONNECTION RF32R' EAVE STRUT CONNECTION AT HIGHSIDE RF37R BY-PASS GIRTS / DIAGONAL HAUNCH SPLICE AA BY-PASS GIRTS / DIAGONAL HAUNCH SPLICE AA BY-PASS GIRTS / VERTICAL HAUNCH SPLICE AA BY-PASS GIRTS / VERTICAL HAUNCH SPLICE AA SAFETY PRECAUIIOM. - - SAFETY PREGUnON: SAFETY PRECAUTION: SAFETY PREGUf10N; WORKERS SHOULD ALWAYS WEAR WORKER PEF6pNAL PROTEfmON EOUIPNENT WORKERS SHOULD KWAYS WEAR WORKER PERSONAL PROTECTION EOUIPYEM CLOVES WHEN IUNOUNO METK --"" "- -- --- ---SNOULD'"ALWAYS"MEET"OSHA STANDARDS."-- - GLOVES WHEN HANDLING 4ETµ SHOULD ALWAYS MEET OSHA STANDARDS. SURFACES WITH SNARP EDGES - STRUCTURAL BOLTS SURFACES WITH SIMRP EDGES (4) 1/r0 X 1 Ile A325 - - - A325 BOLTS STRUCTURAL BOLTS - STRUCTURAL BOLTS STRUCTURAL BOLTS - (4) 1/r0 X 1 1/4 (2) 1/2.0 x 1 1/4• (2) 1/2"0 x 1 1/4• EAVE STRUT PLATE A325 BOLTS A325 BOLTS A325 BOLTS (SHOP WELD) ESP-1 EAVE STRUT PLATE ~ RAFTER (SHOP WELD) N. F7ER EAVE STRUT - ESP-1 - EAVE STRUT -.�, EAVE STRUT RAFTER {{ EAVE STRUT RAFTER •.� i 1 EAVE STRUT PLATE ��' - EAVE STRUT PLATE ESP-, '1 -._.i - ' ESP-1 J 3.81 crrl - 3.81 cm 3.81 em COLUMN STRUCTURAL BOLTS COLUMN COLUMN _ (2) 1/2.0 x r A325 BOLTS W/ONE WASHER PER BOLT STRUCTURAL BOLTS COLUMN _ (2) 1/2"0 x r A325 BOLTS W/ONE WASHER PER BOLT EAVE STRUT CONNECTION RF31 Q EAVE STRUT CONNECTION AT HIGHSIDE IRF36Q EAVE STRUT CONNECTION IRF32Q EAVE STRUT CONNECTION AT HIGHSIDE RF370 INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET CIRTS / DIAGONAL HAUNCH SPLICE I AA INSET GIRTS / VERTICAL HAUNCH SPLICE - - AA INSET GIRTS /VERTICAL HAUNCH SPLICE AA SAFETY PRECAUTION: WORKERS SNOUID KWAYS ANEW - SKEM PRECAUTIOM SAFETY PRECAUTION: SAFETY PREGUTx7N: WORKS WHEN HANDLING PETAL - WORKER PERSONAL PROTECTION EQUIPMENT WORKERS SHOULD KwAYS WEAR - WORKER PERSONAL PROTECTION EQUIPMENT SURFACES WI7N SNMP EDGES. STRUCTURAL BOLTS - SHOULD ALWAYS MEET OSHACLOVE sUN0AR0S EN SURFACES WITH SHARP EDGESµ. - 9�OLM.0 ALWAYS MEET OSHA STAND s. (4) 1/2"0 X 1 1/47 A325 BOLTS STRUCTURAL BOLTS . EAVE STRUT PLATE. (4) 1/2"0 X 1 i/4• - - ESP(SHOP WELD) A325 BOLTS _ .. : a EAVE STRUT PLATE , RAFTER. EAVE STRUT RAFTER ,.. (SHOP WELD) ESP-1 EAVE STRUT EAVE STRUT -- _ - - - RAFTER EAVE STRUT RAFTER °J ,• _ ,._ � STRUCTURAL BOLTS r. A STRUCTURAL BOLTS_ -, :�.• �...� --' (a) 1/rs x t 1/a' - ,. A325 BOLTS _ A3zs eo ...�. (4) 1325 x i/aLTS COLUMN _. ,».......... ...�_-.- - .._...,_,._.' COLUMN__ :. COLUMN .. _v .. .- �. COLUMN EAVE STRUT CONNECTION RF31 P EAVE STRUT CONNECTION AT HIGHSIDE IRF36P EAVE STRUT CONNECTION RF32P EAVE STRUT CONNECTION AT HIGHSIDE RF37P FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA FLUSH GIRTS / DIAGONAL HAUNCH SPLICE - AA FLUSH GIRTS / VERTICAL HAUNCH SPLICE. - AA FLUSH GIRTS / VERTICAL HAUNCH SPLICE AA SCALE:` f DRAWN BY: TDN TYPICAL EAVE STRUT e�A"I� CHECKED BY: BU CONNECTION DETAILS DESIGN APP'D BY: DRAWING RLN.NO. DRF-1.0 N0. - REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE- NO. REVISION MADE CK'D. DATE ISSUED: NUMBER O BY-PASS 2'-3 1 Y �-MER° m K T AWA �° uln ee Trowm BY-PASS 2'-3 1 Y uo+Woman SHOULD ec Trovto WEB REINFORCEMENT WAFET7 vRECA1m m rr FOR ANTI-ROLL OR TO USE THE SAFEST AM MOn 2'-3 1 r - 10 USE THE SAFEST AND MOST ro us[THE SAFE r ANo NasT PRODUCTIVE ERECTION TECMKILMIM BY-PASS PRODUCTIVE ERECTION IEDWWES vRODI1CTM FAECTDN TECN1a0UES 7 8• CLIPS FLUSH 1'-6" FLUSH 1"-'r FLUSH 1'-5' I 11 ------------------------ REF ---' - I I. ________ _ ___________________ y.:, ________________ _ e: / - -� - -- - � PURLIN -- - -------------- -------------1''--r �i'c-----___ -- -- -- -- - 7 - ----- '--- - - --- --- -- -- ----------- -------------- _____ I >• , FRAME BRACE 1 1/a' t ,/4' _ T., (AS PER DESIGN) .a. (2 STRUCTURAL BOLTS (TYP.) T SE sTRUctuRAL BOLTS (TYP.) - -- -------------- t1Ymx1 1/a' aj25 ��..//���� E DETAIL RFD,/AA .STRUCTURAL BOLT STRUCTURAL BOLTS (TYPJ •i r0 X 1 1 4 A325 SEE DETAIL RFO1/AAYP) 1/r0 X 1 1/47 A325 CABLE ANGLE P CA-1 ,/rm X 1 1/4' A325 GABLE ANGLE PPIRLIN CABLE ANGLE PURLIN ' (2) WASHERS REQUIRED PER BOLT GA-1 GA-I AT FRAME BRACE CONNECTIONS RAFTER LAP A PATTERN - 2•-0' 0'-I1 7/8" K ENDWALL RAFTER OR COLUMN - 3'-O" 1•-5 7/3' M SHOP WELDED PLATE WAFEn PREC41TgN; 4'-0' 1'-11 7 ENOWALL RAFTER OR COLUMN WITH BOLT AT ENDWALL ENDWALL RAFTER PUT WORKER SAFCff;..; /� W (CHANNEL) COLUMN LOCATIONS (CHANNEL RAFTER) 5'-0' 2'-5 7/8- 0 6.-0. 2'_11 71T R PURLIN GIRT CONNECTION DETAIL AT ENDWALL FRAME RF02R PURLIN GIRT CONNECTION DETAIL AT ENDWALL FRAME RF03R PURLIN CONNECTION DETAIL AT ENDWALL RAFTER IRF04R STANDARD PURLIN LAP RFO1 BY-PASS AND FLUSH CONDITION AA BY-PASS AND FLUSH CONDITION AA BY-PASS AND FLUSH CONDITION AT ENDWALL COLUMN LOCATIONS_ AA BY-PASS CONDITION UWM PESOMLP�C — a AM.0AUODIb INSErRKE SMLD E �aa a+ocEo�+s E R — OPC s�E,.PaEWTok ALMYS EACH.DRIES R SHOULD Eo TRANEo CHANNEL OR TO USE THE SAFEST AND MOST ..._�---. _ --------- — PROOMI'WE ERECTION TEXHWUE% . - PURLIN - i 5 8" PURLIN - -----------------------r---------------------- RIDGE BRIDGING CLIP - - - CBC-1 - 1/4.1/2 & 1/12 SLOPES .. CBC-4 - 4/12 SLOPE - - - -------- ---------------- ------ -' -- �..-. RAFTER ----- -- :.-- -- (2 STRUCTURAL BOLTS (TYP.) STRUCTURAL BOLT - P 3! 't' .�� - WE DETAIL RF01/AA - jE2l/Z'F6.35 Cm (N .- II m 1 X 1 1 4' WT 2 WASHERS PER CONN _ GABLE ANGLE PURLIN / Y A325 A FRAME BRACE A325 ;,S - FRAM .BRAG_-- E E GA-, n rm x , , 4- A3zs - FB _J L-� (2) STRUCTURAL FASTENERS (TYP.) 1#12X1 / 4 SOHH N W E 0 ALL RAFTER OR COLUMN RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 FRAME BRACE BOTH SIDES BR17 PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF030 AA FOR BYPASS PURLINS/CHANNEL AA INSET CONDITION AA SCALE: DATE 3 REVISED DRAWING NUMBER CKJ THG 11-98 DRAWN BY: THG TYPICAL ROOF FRAMING EUFAULA 11ARAMA 2 REVISED RF02RA4• RFOJRAA, RF04RM_ADOED RF030M CKJ THG 6-98 CHECKED BY: BU CONNECTION DETAILS 1 REVISED RF01AA, BRI7AA TBG TWO 2-98 DESIGN APP'D BY: REV.NO. NO. REVISION MADE CK'D. DATE No. REvtsroN DRAWING DRF-2.0 3 MADE CK'D. DATE NO. REVISION MADE CK-D. DATE ISSUED: 12-1-97 NUMBER A SVC"PFIECAr,RRt ��PRE<i¢moEe SECONDARY BOLT(S) AMER,C.w 8A_OW=L�"r lKcO_ .rEwE.w ekc x:eow%w RECOWmEm I ,SEC DAR ABOL TWU ALL WORKERS.FM STEEL TOE shad - T N..ORR «ua srzCl,«voEs �uETOTArtsK�'m°RED" 325 wo��L •En RRo,ErnoR 7 g• SECONDARY BOLT(S) 7/87. ,wo�was / COLUMN 1/2X1 1/4 A325 I GIRT RT4CUP GIRT CUP GIRT CUP CL-4 (2) STRUCTURAL BOLTS (TYP) CL-4 (2) STRUCTURAL BOLTS (TYP) ------ i COLUMN W/ TWO H.T. WASHERS PER BOLT W/ TWO H.T. WASHERS PER BOLT 1/2.0X1 1/2" A325 1/Y0X1 1/r A325 3" ,—— LE - ----, i u SECONDARY BOLT(S) ` • - 2 1/r E- O -i 1 1/4" 1 1/4" CIRT u 1/2 X1 1/4 A325 SECONDARY BOLTSW/ 1/2 HT WASHER - ( ) 1/2Xf 1/4 A725o f i 1 ii r �!�' i o ; FRAME BRACE SECONDARY BOLTS), _. �. i i ` <� tv'F _ -� 1/2X1 i/4 A325 4 :i; i b \,� (AS PER DESIGN)i__-- s ` E - ^ 1p 1" u SECONDARY BOLTS) ..---- n n o� - R �•� 1i ^ ,.! i 2 X1 1 4A325 N e_-_--- -_---_N e----- _y ..:a- -_ _N u----- W%1/2 HT WASHER COLUMN LAP A PATTERN 2'-0" 0'-11 7/87- K 6 1/4 I GIRT I ".i 1/4" .�. 6 1/4" ..� svm pKKcmnsEm E1RST, 3'-0" 1'-5 7/8" M PUT GIRTJ 15.875cm 1RMER 5.875cm --iii GIRTJ 15.575cm 15.875cm ii GIRT EXTENSION ANGLE GIRT 4'-0' 1'-11 7/8- W . GEA-2 2) FASTENERS - 5'-0" 2'-5 7/8" Q 112X1 1/4- SDHH - - 6'-0" 2­11 7/8" R GIRT CONNECTION TO COLUMN F01 P;, GIRT CONNECTION TO COLUMN F010 STANDARD GIRT LAP AT SIDEWALL WF02R 8" OR 9 1/r FLUSH GIRTS AA 8" k 9 1/2" INSET GIRTS _ AA BY-PASS CONDITION - I AA - 2 1 r 1 1/r 2 1 Y --- 6.35cm 3.81cm 6.35cm _ 3" 2-, 2" 1 (2 STRUCTURAL BOLTS (TYP.) 7.2cm 6.35cm 7.62cm 6.35cm l%_s. X 1 ,/4" A325 - _ (2) STRUCTURAL BOLTS (TYP.) �.. (2) STRUCTURAL BOLTS (TYP.) (2 STRUCTURAL BOLTS (TYP.) - 1/r0 X 1 1/4- A325 1/r0 X , 1/4- A325 1/2-0 X 1 1/47 A325 .. GIRT CLIP i GIRT CLIP ` GIRT 4CLIP - GL-4 ,,}.q. '� .. - CL-4 11 24.13cm - - - - "- 9 1 r 9 1 2" ' ✓� 24.13cm 20.32 24.13cm- BY—PASS GIRT AT ENDWALL IWF58R BY—PASS GIRT AT ENDWALL F59 BY—PASS GIRT AT SIDEWALL IWF55R BY—PASS GIRT AT SIDEWALL F56 8" ZEE AA 9 1/2- ZEE AA 8" ZEE AA 9 1/2" ZEE AA 2 1/2- .:. 1 1/2 COLUMN COLUMN .. - 6.35cm 3.Bicm STRUCTURAL BOLT - 1/T'X1 1/4" A325 FLANGE STRUCTURAL.BOLT FRAME BRACE FRAME BRACE - (T STRUCTURAL BOLTS (TYP.) ,/4+AT25 (2 STRUCTURAL BOLTS (TYP.) _ 1 2"0 X 1 1/4" A525 1/rXt - - . 1Ir0 X 1 1/4" A525 - _�. _ * STRUCTURAL BOLT iv CLIP ` - 1/2-Xl 1/4- A325 ;, # x 10.16cm FLANGE 6.35cm 9 1/2- 9 1 r � . v 24.13cm "7 :. 2 f r ' 24.13em �"' � �f,..:..' i �� * / FLANGE i. •i.. - i i i �-GIRT CLIP _ H' CHANNEL 9 1/r CHANNEL I •.•.•.H -GIRT CLIP CL-4 6.35cm. 203 m H uNEI is� CL .' �. -4 .. _ __ _ . _._________-_�._._- ._ _- _ CH.A NFI .. GIRT DEPTH NOTE: L--------i - - - 1 r CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. ------------------------------------ GIRT GIRT BY—PASS CEE GIRT AT ENDWALL F12R BY—PASS CHANNEL COLUMN WF60R BY—PASS HOT ROLL/BUILT—UP COLUMN WF61 BY—PASS CEE GIRT AT SIDEWALL WF11R, AA I AA I AA AA 19 4 REVISED WF60RAA, WF61RAA TAC TBG 10-99 SCALE: DATE - 3 REVISED WFOIPAA, WF010AA ADDED WFI2RAA TBG BU 7-98 WF1l RAA REMOVED WFOlAA, WF57RAA DRAWN BY: TON TYPICAL PURLIN / GIRT aurAuu ,� .LAeo,• 2 ADDED WFOIAA TBG THG 4-98 - CHECKED BY: BU 'CONNECTION DETAILS 5 OMITTED RFO2AA ADDED WF02RAA TAC THG 3-00 1 REVISED RF02AA TBG. THG 2-98 DESIGN APP'D BY: 8�� & 9 1/2�� GIRTS RHv.No. DRAINING DWF-1.0 N0. REVISION MADE CK'D. DATE NO. REVISION REVISION MADE CK'D. DATE ISSUED: 12-97 NUMBER s MADE CK'D. DATE NO. SAlE77 PREEJARION: - ANERICJW BUR1711IGS OOAIAM PECO[YD106REODISTMOS SKET'PRECAUTIOIb SAFE7Y PREr,Yli10T1: AYERIdN BUIONGS COHPAMf RECpMOgS TINT KL 1WOWCERi MFM STEEL TOE SHgES 11Ni ALL 1TOIOTG6 114iAR ST[[l 10[SHCES TIA�T�ALL co~�[J6 AFAR STE'a Tce SHOES AYEJBCJW�f�EOIi/�WTE�R SOW 6 . IIIM AETOTARSK CIHATiO.Elf PROTELf10N WmH N[iOTATBK GWRO.[Y[FIOTOCTION TITH YETOTMtSAL GTAIt0.E'W[ WATH NROTARSK 010010.EYE PWTELIIOII B" OR 9 1/2' GIRTS ANTI wND HIAS !T'. OR 9 1/Y.GIRTS ANTI HMRO HNTS ANTI HNRO HNiS AND HARD HAM (2) STRUCTURAL BOLTS (2) STRUCTURAL BOLTS W/ TWO H.T. a-1 WASHERS PER BOLT W/TWO H.T. WASHERS PER BOLT CL-2 ; 1/Ymx1 1/2" A325 1/Ymx1 1/Y A325 INSET ENDWALL ENDWALL I - I 1 I T GIRT I CL-2 GIRT - CL-2 ENDWALL {2 STRUCTURAL BOLTS ENDWALL 2 STRUCTURAL BOLTS T GIRT I W/ TWO CL-40 GIRT W TWO TWO ' (2 STRUCTURAL BOLTS (TYP.) (2 STRUCTURAL BOLTS (TYP) I 1/2"mXt 1/2" A325 I 1/Y0X7 1/4 A325 1>Y0X1 1/4" A325 1>Y0X1 1/4" A325 --- ---T - --� __ ___i CIL Q O i GIRT i- r... �-4 SIDEWALL vl is (�' i 0 O i CL-4 r'• N Opp CL-4 L _ I GIRT J— 1� o o CA-1 -'---O j 2; ;•: GA-1 o____J . 0 i O GA-1 -- - - -------J I I -----� I I ------------'- ' ------'------------------------J-----1------------ --------- CORNER GIRT a - STRUCTURAL BOLT wy U.N. STRUCTURAL BOLT�7yp U.N.) SIDEWALL GIRT I L SIDEWALL GIRT� FLUSH 1/8" 1'-6' '�•�?�- t/7oxt 1/4' A325 ) � CORNER GIRT . 1/7mXt t/a' A325 Ir L,- 1 5 g• BY-PASS 2'-3 1 Y GIRT EXTENSION ANGLE 11 5/B" . GIRT EXTENSION ANGLE INSET CORNER GIRT CONNECTION WF04 CORNER GIRT CONNECTION JWF04 CORNER GIRT CONNECTION. WFOS CORNER GIRT CONNECTION VVF05Q, BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA INSET SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA INSET SIDEWALL GIRTS/INSET ENDWALL I AA a SAFETY PREWlIIOH! SKETr PRECAITIIOA! - SAFE77 PRECJYtiIOI! - SAFE"PW..MTW* AYFlECJJ1 9RDNT COMTNN'/RECOWCNOS - AYfRICN!9AONGS COYPANT 1✓£CO[MfMOS - AAERIrJW(UROlIO COAPANr RECOIIIETIOS AYEPoCJIN BURDIMGS CQVAM'f R[LOWf]g5 THAT ALL WORKERS AFAR STEEL TOE SICES TAi AIL Woma S WEAR STEEL TOE SHOES 71Nr Kt TIORIEIS—STEEL TOE SHOES TINT ALL FORRFJB fFiqWO.STEEL TOE SHOES WITH NETOARSAL GTIARO,EYE PROTECTION WITT YETDARSK GUAR%EYE PWT MM -- -_ __. -._______._.-_.___ WRM YffOTARSK GIJAM Elf PROTECTION rT T NETOTARSK WEAR EYE PROrELIHON AND HARD HNTS. ANTI WIRO HATS - AND WMIO MATS ANTI IMRO 1M75 .. CL-2 g' OR D 1 •IRTR �_y R 1 IRLS 9 1/2 VARIES - - (2) STRUCTURAL BOLTS - 2 STRUCTURAL BOLTS - - 9 1/2" 10' TWO H.T. WASHERS PER BOLT T W/ TWO H-T. WASHERS PER BOLT W/ 1/2"mx1 1/Y A325 - 1/YmXI 1/7 A325 - - S i 1Y GIRTS ENDWALL i - INSET tY GIRT ENDWALL - ENDWALL GIRT (2 STRUCTURAL BOLTS.(TYP.) ENDWALL GIRT I (2) STRUCTURAL BOLTS GIRT (2) STRUCTURAL RAI BOLTS I 11YDX1 1/47 A325 GIRT �_- ____� W/ TWO CL-48 -- CORNE T W/TWO CL-48 Lr------ - _ (2) STRUCTURAL BOLTS (TYP.) IA �. 1/2"mxt I/Y A325 �� ---- 1/Ymxt 1/Y A3z5 I+-----� - r;____ 1/YmX1 1/4" A325 L1* iu O a i Cm J-ji O Q i CL,6 t r� t 1/2" i�O O i 1 1/2 ILO T 7\ c vu CORNER GIRT I i-C?..�' '`-CL-4r CA CA-1 t_ - -_ SIDEWALL GA-7 O l J SIDEWALL ------.. GIRT GIRT�L 1, - -----'- GIRT FLUSH 1'_S' STIR CT RA% LT 2 BOLT U.N.) - I - F STRUCTURAL BOLT (TYP U.N.) 55 1 5/B" L 1/imXI t/a- A325 H 1,_6r • - BY-PASS � 2'-3 1 Y � - •. -. INS -1'-7 1/2- INSET 1'-7 1 2" BY-PASS 2'-3 1 2" CORNER GIRT CONNECTION 1 WF06 , CORNER GIRT CONNECTION JLNFO6 CORNER GIRT CONNECTION AT WIND COLUMN F04 CORNER GIRT CONNECTION AT WIND COLUMN F04Z FLUSH SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA F FLUSH SIDEWALL GIRTS/INSET ENDWALL AA OPEN BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL - AA OPEN BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA SAFETY PAEG4lIION: WE"PRCCAUIN7Ni - SATE"PRfrAUt SAFETY vIEgNTTIDnI: II AY[RKJW BINDINGS COWANW RELD[YWOS AYEIlCIW BulONT3 COIPNIY R[CDIWMENOS - 7A1wMt ALL nO MFAN t TOE 51 TAMERICM HE WORKERS WAR N STEEL THAT ALL WORKERS WEAR STEEL TOE SHOES - THAT ALL nORRERs TFIIR sE0.TOf SHOES WITH NE1tTARSK GUAR0.EYS PWTELi10N W IN AEI7TARSAL GIARO.EYE PROTECTION - TIIH NETOUV6K GUAR0.EYE PROTECTION WITH WTWTARSAL GUARD,EYE PROTECTION I, AND HARD HAM .. ANO HNIO MTS ANO HARD WAS - AND(TARO INTS R' OR 9 1/Y GIRTS 9 1 7°. VARIES - 9 1/Y 10" - ._ (2 STRUCTURAL BOLTS ' 9 1/Y VARIES � g 1/Y t0. 1/Y GIRTS 2 STRUCTURAL BOLTS - W/) ONE H.T. WASHER PER BOLT ' W/ ONE H.T. WASHER PER BOLT 1/Y0X1 1/Y A325 ENDWALL ' - INSET - - . .. I 1/Y0X1 1/Y A325 i I ENDWALL 1 I ENDWALL- I (2 STRUCTURAL BOLTS 12- GIRT GIRT I CL-2 'GIRT CL-2 GIRT i CL-2'. IY GIRTS (9 STRUCTURAL BOLTS (TYP.) (2 STRUCTURAL BOLTS (TYP.) ENDWALL I .� ".(2) STRUCTURAL BOLTS y GIRT CL-1 �/ _ w� ONE CL-aB t YmXI Ile A325 / 1 2'mX1 1/4" A325 i �20NE C�48 _ - I L 4 1/Ymx1 1/Y A325 _ XI A325 -CL 4 1 0 1 Y C rt i 0 O i CL-4 j-1• i O IO i Cl-4 _.`-y i0 n i �SIDEWALLI b - CL-4 __ i I I e T .� I -__------- CA-I i ISI R (OPTIONAL) O--T--�. 0 '�� _ _ '. I I �! - / I - SIDEWALL A ,,: i GA- -------- , I ''a---- - i i.' ------ XI ------ GIRT (OPTIONAL) 9r L ---- , -- t=- ----- -----'r'--_--._ _ -L -------- -----_-J-----1---_-_-- - .� - STRUCTURAL m POLTXI 1/4 25 U.N.) SIDEWALL GIRT I -SIDEWALL GIRT - STRUCTURAL BOLT (TYP U.N.) FLUSH 1'-6" •.•.•.__ �- .•_� I 1'-6' I/YOX1 1/4" A325 H I'-� GEA-2 1 5/e" IF.- - - INSET1'-7 1 2' GIRT EXTENSION ANGLE BY-PASS 2'-3 1 Y INS 1'-7 112 INS 1'-7 t 2" - GIRT EXTENSION ANGLE BY-PASS 2'-3 1 Y _ BY-PASS 2'-3 1 Y GEA-7 CORNER GIRT CONNECTION AT WIND COLUMN WF04XI CORNER GIRT CONNECTION AT WIND COLUMN WF04Y CORNER GIRT CONNECTION AT WIND COLUMN WF05Z CORNER GIRT CONNECTION AT WIND COLUMN F06 BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA BY-PASS SIDEWALL GIRTS/INSET ENOWALL AA INSET SIDEWALL GIRTS/FLUSH, INSET, BY-PASS ENDWALL - I AA I FLUSH SIDEWALL GIRTS/FLUSH. INSET. BY-PASS ENDWALL AA SCALE: DATE 2 . REVISED WF05ZAA. TAC THG 3-00 DRAWN BY: THG TYPICAL WALL FRAMING EUPAU[A —A- I REVISED WF05AA. WF05QAA. WF06AA. WFO6QAA. TBG BU 7-98 CHECKED BY: BW .CONNECTION DETAILS -WFOSZAA WFO6ZAA DESIGN APP'D BY: � REV.NO. N0. REVISION MADEJ. CK'D- DATE NO. REVISION MADE �CX'D. DATE N0. ISSUED: 12-1-97 NUMBER REVISION MADE CK'D. DATE DWF-2.0 y rtr OF RAFTER TOP HOLE IS USED WITH AOU TMNED N 1 9 1/2- AND 1T MEMBERS PURLIN - PURLIN M PROPW EA[[IOR PWOCEOIARs 4- ONLY POII ALL JOBl. .. (2) STRUCTURAL BOLTS TOP HOLE IS USED WITH "TOP" MARK STRUCTURAL BOLT ANTI-ROLL CLIP PURUN PURUNF 1/T0 X 1 1/4" A325. 1/2'0 X 1 1/4" AS25 (SEE NOTE FOR LOCATIONS) 9 1/T AND 1Y MEMBERS CL-123 - 8" PURUNS STRUCTURAL BOLT ONLY CL-13 9 1/2' PURLINS ANTI-ROLL CLIP 1/2.0 X 1 1 PURLIN WEB RUNFORCEMENT CUP 1 CL-14 - It PURUNS /4" A325 CL-15 f CL-12 = 8" PURLINS TOP �� CL-13 = 9 1/2' PURLINS PURLIN WEB REINFORCEMENT CLIP CL-15 '° I.1 '(z) STRUCTURAL BOLTS pl 1/Y0 X 1 1/4 A325 ._ ``:•, (\�\�` ,_.F (SEE NOTE FOR LOCATIONS) PLATE MUST BEAR ON RAFTER PLATE MUST BEAR ON RAFTER , :# RAFTER"TOP' MARK "TOP' MARK TO TOP (2) STRUCTURAL BOLTS TO TOP 1 TO X 1 1/4 A325 ' ...fi -- ----- i -- -------- RAFTER N RF54 12 TO X STRUCTURAL1/4" A325 (2) STRUCTURAL BOLTS / RAFTER -11111 1/2-0 X 1 1/4" A325 - (2 STRUCTURAL BOLT (2 STRUCTURAL BOLTS NOTE: WHEN ATTACHING CL-15 USE TWO ((2)) STRUCTURAL,BOLTS NOTE: WHEN ATTACHING CL-15 USE TWO 1JT0 X 1 1/4" A325 11T0 X 1 1/4" A325 1/T0 X 1 1/4 A325 BOLTS. USE THE BOTTOM HOLE BOLTS. USE THE BOTTOM HOLE ON ALL MEMBERS. USE THE MIDDLE RAFTER - ON ALL MEMBERS. USE THE MIDDLE F�EOPl+HE SAF1 T BE MOST ASVMMAY PaE OSM ALM p��; HOLE ON 8' MEMBERS. THE TOP HOLE IS - HOLE ON 8' MEMBERS. .THE TOP HOLE IS TO USE THE SAiESf MO MOST Kw14 vOw OSNA APPR[AIEO.EtE ALOAr4•EAR 0311E APPROVED . FOR USE ON 9 1 T k 12" MEMBERS. - PROONCTA£Fi1ECT70M T[CIMOUES. OR LECIRIC MIN CLo OPEARTII�.ES OR CCTM MEN SCREW GUb aRRl.i - FOR USE ON 9_7/T & It MEMBERS. _ / PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 ANTI—ROLL DETAIL UPHILL RF50 ANTI—ROLL DETAIL DOWNHILL RF50A AA RIGID FRAME RAFTER AA I RIGID FRAME RAFTER I AA SMETY PREr" SAFET'PREfi�lmare HOIOtFJi PERSOI40%.ML PROTCCTIOR EQUIPMENTWRKEA PFA5011AL PIR7IEC710N EWAPMElIT 5110UL0 ALIGIS YEET 061M SUMOMOS SI O AI.m"MEET 09N STANOXIM -- ..._ _.. _ _ ._•___—PURLIN_— PURLIN ------------------------------- ------------- PURLIN O O PURLIN ANTI-ROLLCLIP - ANTI-ROLL CUP CL-12 = 8• PURLINS CL-12 !��PURUNS I• CL-13 - 9 1/T PURLINS - CL=13 9�T PURLINS 14 CL �1 T PURLINS ------ ---------- - --- --- _ -- ------ �, ; - - -- - RF52 ... ANTI-ROLL CUP ' RAFTER Ik ANTI-ROLL CLIP y RF56 ------ M / 1 CL-12 8" PURLINS i CL-12 a ✓T' PU WS.� ..® -:, CL-13 - 9 1/T PURLINS --- ®..:- CL 13 9 1/T URQINS CL-14 - 12' PURLINS. -- ® C1-14 = 1Y PUR INS+(FAAIDE) RAFTER CHANNEL SUPPORT CLIP ';•.. CHANNEL SUPPORT CLIP CL-11 't CHANNEL SUPPORT CUP CL-11 CL-11 0 COLD-FORMED RAFTER P.) STRUCTURAL BOLTS (TYP.)• STRUCTURAL BOLTS (TY 1/T0 X.1 1 4 STRUCTURAL BOLTS (TYP.) CHANNEL SUPPORT CLIP 1/T0 X 1 1/4- A325 /" A3zs � � COLD-FORMED RAFTER STRUCTURAL BOLT (TYP.) 1/2-0 X 1 1/4" A325 1/2"0 X 1 1/4- A325 - sAPrn PREeunare PYT d08tER SAiEiT FIt6T. - - - . ANTI—ROLL DETAIL RF51 ANTI—ROLL DETAIL UPHILL RF52 ANTI—ROLL DETAIL RF55 ANTI—ROLL DETAIL DOWNHILL RF56 COLD—FORMED ENDWALL RAFTER AA COLD—FORMED ENDWALL RAFTER AA COLD—FORMED ENDWALL RAFTER AA .COLD—FORMED ENDWALL RAFTER AA SIMEM1 PREt7W110rk % OF RAFTER INSTALL ADDITIONAL ROOF FASTENERS ROOF PANEL - PURLIN C1-15 PURUN •d11IER1 SHOUu7!K TIMNEC RI - PURUN WEB REINFORCEMENT CUP THE PROPiA ERE09d1 PRprE0YRE7 I AT ANTI—ROLL CUPS �+ALL. $ INSTALL ADDITIONAL ROOF FASTENERS ANT-ROLL CUP AT ANTI-ROLL CUPS ' ROOF PANEL CL-12 - 8- PURUNS TOP HOLE IS USED WITH -- ------------- --------- --�- ------ --- PURUN _ CL-13 - 9 1/Y PURUNS TOP HOLE IS USED WITH I/ �9 1/Z' AND 1T MEMBERS - �, 9 1/T AND IZ' MEMBERS ROOF FASTENERONLY ROOF FASTENER (2) STRUCTURAL BOLTS CL-14 12" PURLINS ONLY (�12X1 1/4 O " PURLIN WEB REINFORCEMENT CLIP 1'—O O.C. 1112X1 1 _ 1/T0 X 1 1/4" A525 PLATE MUST BEAR ON RAFTER CL-15 1 1'-0' D.C.C: (SEE NOTE FOR LOCATIONS) - __ _ - "TOP';MARK TO TOP _ - � .. ._ TOP (2) STRUCTURAL BOLTS (2) STRUCTURAL BOLTS (z) srRUC?DRAL BOLTS 1/2-0 X I Ile A325 ----- t/Tm x 1 1/a" A3zs 1 } - , 1/2-0 X 1:.Ile A325 (SEE NOTE FOR LOCATIONS) - ,;.•- - 3r, _ - — - - : y 56 - (SE NOTE FOR LOCATIONS) •� ' ANTI-ROLL CLIP `'',, •� _ 1. PURLIN WEB CL-12 = 8' PURL�`a 5T .� I. - RAFTER - �, REINFORCEMENT CUP CL-13 = 9 1/T PUR4�5 .'" - - CL-15 'CL-14 12" PURUNS'':'(FAR SIDE) - CHANNEL SUPPORT CUP. - (2) STRUCTURAL BOLTS - .•�+' PLATE MUST BEAR ON CL-tt - 1/T0 % 1 1/4' A325 �o _ RAFTER'TOP' MARK - .:. --- ----- -- _.. - --------- TO TOP STRUCTURAL BOLTS - RF54 1/T0 X 1 1/4" A3T9�) _ -.- - -. -. _. _ -___.._...._. __-___..•___ ._..__ .._._. __.,._. _._..... .. .. - AA PURUN _ COLD-FORMED RAFTER- RAFTER . NOTE: WHEN ATTACHING C1-15 USE TWO ' NOTE WHEN ATTACHING CL-15 USE TWO - BOLTS. USE THE BOTTOM HOLE BOLTS. USE THE BOTTOM HOLE ((Z STRUCTURE,BOLTS - SArEn PRECAIJigI! EACH SW p p pE TRnwEp iJTO X 1 1/4 A325 sArE1r PREGYTON ON ALL MEMBERS. USE THE MIDDLE EACH W08WR s•1o1A0 BE TRAW#M NOTE: USE THE BOTTOM HOLE ON ALL MEMBERS. 70 USE 7V1E �AHO MST ON ALL MEMBERS. USE THE MIDDLE Pur WORREA SWETY rwsr- HOLE ON 8" MEMBERS. THE TOP HOLE IS - m usE THE SAfESf AM MosT - - USE THE MtDOIE HOLE ON B" MEMBERS. PROO{ICIhE[RELTIp1 TCCIMIOUlS. HOLE ON ✓T' MEMBERS. THE TOP HOLE IS - FOR USE ON 9 1/T & 1T MEMBERS. Soy"P'c T'o'OR tEawalPs THE TOP HOLE IS FOR USE ON 9 1/2' h tT MEMBERS. FOR USE ON 9 1/2" k IT MEMBERS. RAFTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 ANTI—ROLL DETAIL RF51 ANTI—ROLL CLIP DETAIL RF57 PURLIN TO WELDED RAFTER CLIP DETAIL RF54A LONGSPAN PANEL BA COLD-FORMED ENDWALL RAFTER.LONGSPAN PANEL BA PURLIN WEB REINFORCEMENT CLIP REQUIRED AA AA 4 ADDED RF54AM TAC THG 10-99 SCALE: DATE ANTI—'ROLL CLIP DETAILS 3 REV.RF:53AA,54AA,53EA ADO. RF57AA, REM. RC81BA CKJ THG 1-99 DRAWN BY: TDN AND 8tlPAtrtA �� 2 REVISED DRAWING NUMBER CKJ THG 10-98 CHECKED BY: B111 PURLIN WEB REINFORCEMENT 1 REVISED RF54AA THG BU 2-98 DESIGN APP'D BY: CUP DETAILS DRAWING REv.No. NO. REVISION MADE CK'D. DATE NO. REVISION - MADE CK'D. .DATE N0. REVISION MADE CK'D. DATE 138UED: 3-96 NUMBER ° DWR-1.0 4 FLANGE BACK GUTTER 5.08 ROOF FASTENER (TYP.) ROOF PANEL BC+-15.3 �P 2' GUTTER GUTTER CLIPS - _- -- � � GUTTER GUTTER '• TAPE MASTIC ELBOW ELBOW FLANGE BACK GUTTER BEND ALONG DASHED LINE 3/4 TM ELBOW ELBOW -�BG•-15.3 �' LONG 15.24 cm LONG . ___ CUT ALONG SOLID LINE GUTTER 1 EAVE FLASHING GUTTER ��°i ° - S• GT1-15.2 CT1-15.2 • I ° c��p - EAVE STRUT DOWNSPOUT -- DOWNSPOUT TURNOUT (FIELD CUT) GUTTER 1/2" 4" - DOWNSPOUT CLIP BLIND RFV GT7-15.2 1.27 10.16 FDC-2 (12 REO'D. PER LAP) cm cm 1/8 RIVET (2) 1/4'0 BEADS OF GUTTER - DOWNSPOUT (TYP.) SIDEWALL GIRT CUTTER FDS-LENGTH SEAL EACH LAP SIDEWALL PANEL (TYP.) DOWNSPOUT GUTTER LAP DOWNSPOUT CLIP - FDC-2 DOWNSPOUT �� BLIND RIVET (TYP.) BASE ANGLE FDS-LENGTH - 1/8 RIVET (t2 - BLIND RIVET DOWNSPOUT ELBOW FINISHED FLOOR FDE-2 ELBOW .REO'0. PER LAP) - FOE-2 1/8 RIVET BLIND RIVES - FASTENERS AT GUTTER LAP AND ENOCAP 1/B RIVET DOWNSPOUT RETURN GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL 1 GT071 DOWNSPOUT OUTLET DETAIL GTO1 DOWNSPOUT DETAIL GT02 DOWNSPOUT DETAILS GT08 AA AA AA AA DOWNSPOUT CLIP FDC-2 6'-0" O.C. max. - - DOWNSPOUT - 182.88 bm D.C. max. - ROOF SLOPE WIDTH LOCATION - DOWNSPOUT EAVE EAVE DOWNSPOUTS FDS-LENGTH � � - - UP TO 40' 40' O.C. - CLIPS (FDC-2) 41' TO 50' 35, O.C. 304.8cm 10' 1 PC. FDS-14.4 & 1 PC. FDE-2 2 DOWNSPOUT BLIND RIVETS 51' TO 60' 30, O.C. - 365.76cm 12' 1 PC. FDS-14.4 & 1 PC. FDE-2 2. 61' TO 80' 25' O.C. - 426.72cm 14'- 1 PC. FDS-14.4 & 1 PC. FDE-2 3 FDS-LENGTH .-(2 PER CLIP WAIL) - - 7/8 RIVET - 81' 70 125' 20' O.C. � 487.6Bcm 16' 1 PC. FDS-14.4 &_I PC. FOE-2___ 3 126' TO 180' 15' O.C. 584,64Cm 18' 1 1 2 PC. FDS-14.4 & t PC. FDE-2 4 181' TO 240' 1 10' O.C. 609.6cm 20' 1 1 2 PC. FOS-14.4 & 1 PC. FOE-2 4 670.56cm 1 22' 1 1 1 2 PC. FOS-14.4 & 1 PC. FOE-2 4 731.52cm 24' 2 PC. FDS-14.4 & 1 PC. FOE-2 5 792.48cm 26' 2 PC. FDS-14.4 & 1 PC. FOE-2 5 ROOF SLOPE WIDTH LOCATION 853.44cm 28' 2 PC. FDS-14.4 & 1 PC. FOE-2 6 SIDEWALL PANEL UP TO 1219.2cm 1219.2cm O.C. - 914.4cm 30' 2 P FDS-14,4 & 1 PC. FDE-2 6 DOWNSPOUT FDS-LENGTH 1249.68cm TO 1524cm 1066.8cm O.C. 975.36cm 32' 2 1 2 PC. FOS-14.4 & 1 PC. FDE-2 6 OR ELBOW FDE-2 1554.48cm TO 1828.8cm 914.8cm O.C. 1036.32cm 34' 2 1 2 PC. FDS-14.4 & 1 PC. FDE-2 7 BLIND RIVET (TYP.) 1859.28cm TO 2438.4cm 762cm O.C. 1097.28cm 36' 2 1 2 PC: FDS-14.4 & 1 PC. FOE-2 7 6 REQUIRED BLIND RIVETP. 2468.88cm�TO 3810cm 609.6cm O.C. _ 1158.24cm 38' 3 PC. FDS-14.4 & 1 PC. FDE-2 8 1/8 RIVET _ (TYP.) 3B40.48cm TO 5486.4cm 457.2cm.O.C. 1219.2cm 40' FDS-14.4 & 1 PC. FOE-2 B 1/8 RIVET - 5516.BBcm TO 7315.2em 304.Bem O:C. RIVET LOCATIONS AT DOWNSPO UT LAP OR ELBOW GT04 SECTION THROUGH DOWNSPOUT GT03 DOWNSPOUT LOCATION GTOS DOWNSPOUT SCHEDULE GT06 AA AA AA AA SEAL WALL PANEL SIDELAPS WITH 3/4" SEAL WALL PANEL SIDELAPS WITH 3/4" ROOF FASTENER .• FOR ICE AND SNOW ROOF FASTENER ROOF FASTENER .+ FOR ICE AND SNOW ROOF FASTENER WALL PANEL TAPE MASTIC DURING INSTALLATION. START - WALL PANEL TAPE MASTIC DURING INSTALLATION. START SEE APPROPRIATE CONDITIONS ONLY SEE APPROPRIATE SEE APPROPRIATE CONDITIONS ONLY SEE APPROPRIATE MASTIC AT CLOSURE AND CONTINUE UP MASTIC AT CLOSURE AND CONTINUE UP EAVE DETAIL EAVE DETAIL EAVE DETAIL EAVE DETAIL ! BLANKET INSULATION SIDELAP 31V. BLANKD TION SIDELAP 36'. NOTE: NOTE: (BY OTHERS) ROOF FASTENER ( ROOF FASTENER STRUCTURAL FASTENER SEE SPECIFIC EAVE DETAIL STRUCTURAL FASTENER STRUCTURAL FASTENER SEE SPECIFIC EAVE DETAIL STRUCTURAL FASTENER SEE APPROPRIATE SAVE DETAIL SEE APPROPRIATE EAVE DETAIL - e12X1 1/4 SDHH FOR MASTIC AND FASTENER {/t2X1 1/4 SDHH #12X1 1/4 SOHH FOR MASTIC AND FASTENER B12X1 1/4 SDHH li INSIDE CLOSURE WITH INSID 1'-0' O.C. 1'-0' O.C. - 1'-0" O.C. 1'-0• O.C. 3/4' TAPE MASTIC STRUCTURAL FASTENER WITH THERMAL SPACER 30.48 cm D.C. DETAILS. 30.48 cm O.C. 30.48 cm O.C. DETAILS. 30.48 cm D.C. APPLIED TO BOTH #12X1 174 SDHH MASTI • ICE AND SNOW _ SIDES. 1'-cr'0.d.\ • ICE AND SNOW TO B PURUNROOF PANEL ROOF PANEL - THERMAL SPACER � THERMAL SPACER 30.48 cm .C. PURUN R ND SNOW ROOF PANEL _GIRT '?ROOF PANED GIRT 00 - OF PANEL RD__ ---- 1 F PANEL ICE APVRUN ', - -_-__-- __---PURUN .- ROOF ') $12X1 1/4 BLANKET INSULATION - BLANKET INSULATION BIA(BY INSULATION - BLANKET INSULATION BLANKET INSULATION 1,. � t WALL FASTENER BLANKET INSULATION I'-0" D.C. (BY OTHERS) • -(BY OTHERS) BY OTHERS). - (BY OTHERS) BY OTHERS) _ ..-. �� - ( #12X1 1/4.SOHCW (BY OTHERS) 30.48 cm O.C. , ( - DOUBLE SIDED TAP DOUBLE SIDED TAPE 1'-0' O.C. DOUBLE SIDED TAPE (BY OTHERS DOUBLE SIDED TAPE DOUBLE SIDED TAPE 30.48 cm O.C. - DOUBLE SIDED TAPE (BY OTHERS) ) (BY OTHERS) (BY OTHERS) - (BY OTHERS) (BY OTHERS) VALLEY CUTTER " STRUCTURAL FASTENER � �-- -� � _ '�� �-"-�----- - •• ICE AND SNOW •• ICE AN O SNOW ' VALLEY CUTTER FVMT•-10.2 EAVE STRUT -#12Xt 1/4 SDHH VALLEY GUTTER VALLEY CUTTER pURLIN EAVE STRUT 1'-0" O.C. PURUN FVM•=10.2 - AVE STRUT 1 1/4" FVI 10.2 1 1/4" 1 t/4 FYIT•-10.21 1/4" 3.175 cm 1 1/4" 30.48 ern D.C.0 min.• 1 -0" min.- �� STRUT EAVE STRUT min.- 1'-0" min.• EAVESTRUT 3.175 cm 1 1 4', min, min. • FOR ICE ANDL - • FOR ICE AND mina min. 3.775 cm 30.48 cm 3.175 cm i 3.775 cm 30.48 em 3.175 cm (OR PANEL INKS.) (OR PANEL MKS.) SNOW CONDITIONS SNOW CONDITIONS ONLY (OR PANEL rNxs.) (OR PANEL TNxS) - y_Cl•• min.• min.' mm.• min.• ONLY 2._0" 2'-0• I I - 2'-0'••--.� .. I 2'-0`.. I I 2'-0'•• I. �'1 •OR PANEL THICKNESS 60.96cm• 60.96cm• •OR PANEL MICKNESS - •OR PANEL TWCKNESS VALLEY GUTTER DETAIL EApB VALLEY GUTTER DETAIL EAOSC VALLEY GUTTER DETAIL •OR PANELTrecxNESS EA09 VALLEY GUTTER DETAIL EA09C AA WITH THERMAL SPACERS I AA I AA WITH THERMAL SPACERS SCALE: DATE DRAIIN BY: THG GUTTER AND DOWNSPOUT DETAILS aw,tvu ""A CHECKED BY: BLJ DESIGN APP'D BY: DRAWING REY.NO. i N0. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ND. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER GTD-1.0 D Ili 1 PURLIN OR GIRT - - STRUCTURAL.FASTENER. ----- . . ----------------- #12X1 1/4 SDHH ----------- PURUN OR GIRT STRUCTURAL.FASTENER �12X1 1/4 SDHH. - SEE DETAIL A FEMALE LEG FLASHING FDH4—LENGTH j MALE LEC STRUCTURAL FASTENER 1 FEMALE LEG t. ----_-- ---_ #12X1 1/4 SDHH SOFFIT LINER PANEL bb SOFFIT LINER PANEL SOFFIT LINER PANEL + SOFFIT LINER PANEL � BOND RIVET _ Ie8 RIVET STRUCTURAL FASTENER. - #12X1 1/4 SDHH:- 2'-0' O.C. 60.96 cm D.C. HEM FLASHING DETAIL HF3A—LENGTH STEP 1 STEP 2 STEP 3' ATTACH FEMALE.LEG TO GIRT INSTALL..MALE LEG ASSHOWN, PUSH JOINT TOGETHER AND REPEAT STEPS 1-AND 2 F SOFFIT LINER PANEL INSTALLATION LP86 DETAIL AT PANEL CUT EDGE LP87 JA SOFFIT LINER PANELS - - JA WALL PANEL SOFFIT LINER PANEL WALL PANEL - - - SOFFIT LINER PANEL . BLIND RIVET 1/8 RIVET d , :G. •. SOFFIT FLASHING 2'—O' O.C. _ ,g� ,•60.96 cm D.C. -- FL3AO—LENGTH I SOFFIT FLASHING 60.96 cm D.C. =?i.�^ _-FL3AO—LENGTH - - - BLIND RIVET 8L.IND RIVET - . - 1/8 RIVET - - 1/8 RNET —6 cOm O.C. — - 2' 2' 0* O.C. 60.9 60.96 cm O.C. CORNER FLASHING SOFFIT LINER PANEL (TYPICAL) - CORNER FLASHING SOFFIT-LINER PANEL (TYPICAL) - FCF2—LENGTH - FCIA2—LENGTH - - - - DETAIL AT OUTSIDE CORNER LP36 DETAIL AT INSIDE CORNER LP37- DETAIL AT SIDEWALL SOFFIT SF 77 _ DETAIL AT ENOWALL SOFFIT . SF16 SOFFIT LINER PANELS AJ SOFFIT LINER PANELS AJ SOFFIT LINER PANEL SOFFIT PANELS - : .JA SOFFIT LINER PANEL SOFFIT PANELS- ,JA RAKE FLASHING - - PURLIN '.•. OVERHANG OR - CANOPY STRUT - - - - SOFFIT LINER PANEL - .. '� J R ANGLE _ GA-1 WALL FASTENER. SOFFIT FLASHING #12X1 1/4 SDHCW 11J� - FL9A.—LENGTH 1'—Tl O.C. FASTENER - tea, r t\ +i WALL - 30.48 cm O.C. - 014 SOHCW STITCH e 1' .. 30.48 cm O.C. _ --------------- _ -BLIND RIVET (TYP•) 1/8 RIVET - � 2' _0' O.C. BUNG RIVET .-WALL FASTENER FLASHING -96 cm D.C. -60 BLIND RNET #12X1 1/4 SOHCW - LINER FLAS ._ 1'-0" O.C. RlF-1 - 2._0- O.C, SOFFIT LINER PANEL - _ _ .: .',� __ _ .. _.. _.. 60.96 cm D.C. SOFFIT FLASHING 30.48 cm O.C. FL8—LENGTH - - - - - - - SOFFIT LINER PANEL� BLIND-.RNET. 1/8 RIVET .. .. _ 2-0, D.C. :., 60.96=cm:O.C. DETAIL AT STRUT. W SOFFIT SF21 DETAIL AT RAKE W/SOFFIT SF26 DETAIL AT RIDGE SOFFIT SF11 SOFFIT LINER PANEL SOFFIT PANELS IA SOFFIT LINER PANEL SOFFIT PANELS ,JA SOFFIT LINER PANEL SOFFIT PANELS JA SCALE: DATE DRAWN BY: TON - TYPICAL. LINER PANEL FLASHING RUFAULA CHECKED BY: ew SECTIONS AND DETAILS JDATENO. DESIGN APP'D BY: - SOFFIT UNER PANELS DRAWING NO. - REVISION MADE CK'D. DATE NO.- REVISION NUMBERMADE CK'D. REVISION .MADE CK'D. DATE ' ISSUED: 12-1-97 NUMBER LFD-4.0 p RIGHT GABLE BUILDINGS WITH T PANEL ENDLAPS CAN BE SHEETED SIMULTANEOUSLY FROM - - PURLIN BLOCKING EITHER END OF THE BUILDING. HOWEVER, IF THE BUILDING HAS PANEL ENDLAPS, THE (TYPICAL) ROOF MUST BE SHEETED RIGHT TO-LEFT LOOKING UP THE SLOPE AS INDICATED ON THE - BUILDING ERECTION DRAWINGS. AFTER THE SHEETING DIRECTION HAS BEEN DETERMINED, PANELS MARKED LC ARE FOR SINGULAR PANEL RUNS OR EAVE PANELS. PANELS MARKED'LL ARE RIDGE PANELS AND - ANY OTHER PANELS ABOVE THE SAVE PANEL IN A MULTI-PANEL RUN. THE CROSS SECTION LEFT FRAMING SHEET OF THE ERECTION DRAWINGS SHOWS THE PANEL LAYOUT AND LENGTH. LEFT - tz n .. tO B THE SHEETING SEQUENCE FOR THE LOC-SEAM PANELS IS AS INDICATED AT LEFT. PLEASE B NOTE THE PLACEMENT OF THE PANELS BY CIRCLED NUMBERS. THIS IS A SUGGESTED - S 5 SEQUENCE, HOWEVER ALTERNATE SEQUENCES MAY BE CONSIDERED. t PANELS U. THE UPPER PANEL OF AN ENOLAP (MARKED'LL) WILL BE SWAGED ON THE LOWER END FOR LAPPING PURPOSES. ENDLAPS OF ADJACENT PANELS ARE IN LINE WITH THE INITIAL RIGHT �' PANEL ENDLAP. - FALL PANELS ONITlEO - " FOR CLARITY.ENDWALL - PANELS LC - .. . DIRECTION OF ROOF PANEL ERECTION RC64 LOC-SEAM .. GA AMERICAN'S LOC-SEAM ROOF SYSTEM HAS SIDELAP RIBS WHICH ENGAGE WITH THE ADJACENT SAFETY PRECAUTION SutTY PRECAUTION: PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. THE PANEL IS ATTACHED TO THE WORKERS SNOOlO II LOCATION A CONSTANT - - .USE IXTI+ELE C/ON: WEN WORKING AT THE EAVE OF ROOF - AWARENESS OF THEIR LOCATION IN - GE RIB AND PANEL FASTENED TOREQUIREPURULS SPECIALLY DESIGNED(LUNG OR THIS FASTENER. THE PURPOSE. INSTSUPPORT FRAMING BY A SPECIAL.-LOC�SEAM_PANEL-CUP-WHICH-IS-INTERLOCKED WITHIN ALL'T"ON USING TITHE OMANNwROOF SEAMING MA HHINE. _ LEOIANIGIL SEALING OEvla - FACTORY APPLIED MASTIC MANUAL SEAMING MACHINE . LOC-SEAM PANEL . LOC-SEAL PANELS (FEMALE RIB) IOC-SEAM PANEL (MALE RIB) LOC-SEAM PANEL CLIP 717VPURLIN PANEL CLIPt SEAM PANEL STRUCTURAL FASTENER PURLIN - - 2PER CLI 12X I 1/4P SDHH- - I M HANICA SEAMING MACHINE MANUAL SEAMING MA HIN DETAIL•A - DETAIL•A STRUCTURAL FASTENER IN PREPARATION OF THE SEAMING OPERATION, ALL CONSTRUCTION DEBRIS SHOULD 2 PER CLIP) SEAMING DETAIL AT PANEL CLIP $12XI 1/4 SDHH BE REMOVED FROM THE ROOF TO PREVENT MACHINE DAMAGE AND/OR ROOF DAMAGE. MECHANICAL AND MANUAL SEAMING MACHINES ARE NOT SUPPLIED BY AMERICAN BUILDINGS. - REFER TO THE OWNER'S MANUAL INCLUDED WITH THE LOC-SEAM MECHANICAL SEAMING CONTACT AMERICAN BUILDING'S CUSTOMER SERVICE DEPARTMENT FOR THE SUPPLIERS OF SHOWN ABOVE IS THE APPLICATION OF THE LOC-SEAM MANUAL SEAMING MACHINE. DEVICE FOR SAFE AND PRACTICAL SEAMING OPERATIONS INSULATION NOT SHOWN THESE MACHINES. THIS MACHINE IS USED AT ALL CLIP LOCATIONS PRIOR TO MECHANICALLY SEAMING FOR CLARITY. THE ROOF. LOC-SEAM TOOLS RC62 LOC-SEAM MANUAL SEAMING MACHINE RC68 LOC-SEAM PANEL SEAMING DETAIL RC36 DETAIL AT PANEL CLIP RC19 LOC-SEAM ROOF GA GA - GA LOC-SEAM PANEL GA SCALE:: DATE DRAWN BY: LOC—SEAM ROOF PANEL aUFAuu CHECKED BY: SPECIFIC ERECTION DETAILS DESIGN APP'D BY: DRAWING 7REV.NO. NO. - REVISION MADE CK'D. DATE NO. REVISION REVISION MADE CK'D. DATE 3-1-97 NUMBER L02-�.0 0 MADE CK'D. DATE NO. ISSUED: USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN - - SAFETY PRECAUTION PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE PURLINS. DOWT Avow BLOCKING TO BE A 2 x 6 AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN TO PREVENT SQUARE FALLING HAZARD TO THOSE BENEATH GIRT AND DEBRIS FROM ENTERING FEMALE SEAM. SQUARE _ THE ROOF. WORKERS SHOULD WEAR 7' WOOD BLOCKING osA APPROVED HARD HATS ks=AINT CLEAN AND BwTciNc 5.08RDERLr woRK AREA cm RIGID FRAME 2' NOTCH 5.08 cm 5.08 cm Y NOTCH S\•OpE S RIGID FRAME - NOTCH NOTCH v pPNV PURLIN SPACING PURLIN SPACING + 2" v - STAY LL IN CLEAR ' PURLIN SPACING + 5A8 cm sur WELL IN CLEAR of ALL Egos BONG MOVED BY ANY rME OF .. LIFTING DEVICE KEEP HANDS AND FEET CLEAR of MOVING Lows STRAIGHT PURLINS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT Of PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURLINS INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO TYPICAL CONSTRUCTION E WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD WOOD BLOCKING - ACCOMPLISH THIS. SIZE SHOULD BE USED. FER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED - THE BUILDING TO DETERMINE THE PURLIN SIZE AND SPACINGS. PANEL BUNDLE BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF POLYETHYLENE OR TARPAULIN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF ORWALLS IS TO HAVE THE THE BUILDING. AT.LEAST ONE ROW IN THE:CENTER OF THE BAY SHOULD ALWAYS BE USED. USE v PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURLINS. ALLOWING THE PURLIN BE USED WHEN ERECTING THE STRUCTURAL STEEL TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURLINS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF T_HESE ROLLED_PURLINS LEADING TO POTENTIAL PURLIN FAILURE,UNDER MAXIMUM.DESIGN LOADS. PANEL STORAGE RC51 BUILDING ALIGNMENT GE01 PURLIN BLOCKING GE02 LOC-SEAM _ GA - - AA AA ROOF PANEL BUNDLE SPREADER BAR _ 9.525 3/8` - NOTE! _ mm sAVEry PRECAUTION . . . . . PANELS ARE DIMPLED AT BOTH (LOCATE OVER RIGID FRAME) Do NOT STEP ON RIB OF ENDS. DIMPLES ARE USED FOR - • ..._._ ..PANEL ALWAYS-SEP_ON-.----- ----_..__ .. .. - FASTENER LOCATIONS AT THE IOC-SEAM PANFI IDENTIFICATION MARK NUMBER MT SURFACE PANEL ENDLAPS ONLY. - SAFETY PRECAUTION: •--- --_ -_ - EXAMPLES: .. STAY WELL IN THE CL R OF LOADS ---- --- - BEINC MOVED BY ANY TYPE LILTING -- 2 3/8 _ DEVICE. BE SURE TO KEEP HANDS - FACTORY APPLIED AND FEET CLEAR OF MOVING LOADS. - 6.Om25 3 1/B - T 2 I4--110 - DETAIL'A _ 7.9375 ,L 2D'-D•E LENGTH_ zs CA x 12•WIDE l0C-SEAM PANEL LSEC-1 LSEC-2 WITHOUT SWAGE RIGID FRAME PURLINS BLOCKING - (USED WITH - - (TO PREVENT PURLINS THERMAL SPACER) INSULATION SPACER STRIP 12-PANEL MARKINGS PACKAGE FROM ROLLING OVER FS-1 OR fS-2 ' UNDER WEIGHT OF LGa-SEAM CLIPSM - DETAIL'A' DETAIL"Er PANEL PACKAGE. ALE EDGE - _ FEMALE EDGE. ) THESE CUPS REQUIR TWO LOC-SEAM ROOF PANEL �- � #12X1 1/4 SOHH FASTENERS Lc b 21--wIL PURLIN DETAIL'A' DETAIL"B' �o'-o•IN EENCTH ,»'-o•IN LENcrH I�CAGE 24 CAGE Ib•WIDEAM 1b•WIDE RAFTER 1.905 3/4- LOC-SE PANEL LOG-SEAM PANEL DETAIL'ARIDGE RIDGE WITHOUT SWAGE MTN LAP SWAGE TO FACILITATE THE HANDLING OF THE ROOF PANELS, RANET. BUNDLES CAN BE LIFTED' 16-PANEL MARKINGS AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO <SnFFFNFR s PREVENT THE PURLINS FROM ROLLING OVER. DO NOT SLIDE BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY -LL LOC-SEAM PANELS MAY BE DELIVERED WITH TWO DIFFERENT MARKING PREFIXES. SUPPORTED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKLIFT; 1, •C. �e PAN MARK AS WILL NOT WILL HOWEVER WHEN LIFTING PANELS IN EXCESS OF 20 IT IS RECOMMENDED THAT A SPREADER THERMAL SPACER '� LA '� F PANELS MARKED LC Ll 0 BE SWAGED AND ll BE THE SWAGED PANEL OF BAR AND SLINGS BE USED. AS A RULE WHEN LIFTING, NO MORE THAN 1 3 OF THE LENGTH TB-2 OR TB-3 �' ��'� � EAVE ANY SINGLE OR MULTI-PANEL RUN. PANELS MARKED LL WILL BE SWAGED FOR OF THE PANEL SHOULD BE LEFT UNSUPPORTED. / LSLS •yv ,,. PANEL ENDLAPS ON THE LOWER END, AND WILL BE THE RIDGE PANEL OR THE REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE - FEMALE MALE INTERMEDIATE PANEL OF MULTI-PANEL RUNS. THESE PANELS WILL BE LOCATED BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION LOC-SEAM PANELS IN GENERAL ARE KNOWN FOR THEIR TENDENCY TO RUMBLE IN HIGH WINDS EDGE EDGE ON EITHER SIDE OF THE RIDGE RESPECTIVELY. PROCEDURE. IF INSULATION IS NOT USED.AN INSULATION SPACER STRIP(FS-1 OR 2)SHOULD BE USED - ALONG THE ROOF PURUNS WHENEVER INSULATION IS NOT REWIRED IN THE ROOF SYSTEM. TYPES OF LOC-S AM PANEL S PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61 PANEL MARKING AND NOTCHING RC63 LC - UNNOTCHED, LOCATED ON EITHER SIDE OF RIDGE AA LOC-SEAM ROOF - GA LL - SWAGED FOR PANEL LAP, LOCATED ON EITHER SIDE OF RIDGE LOC-SEAM (12- & I6" PANEL WIDTHS) GA 12" WIDE PANELS ARE NOT SWAGED. ERECTION NOTES: - - 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL - - INSURE A GOOD SEAUNG SURFACE AND IMPROVE WEATHER TIGHTNESS. - - 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE •BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR-ATTACHMENT OF THE INSULATION. - � 3. DO NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENOLAPS ONLY. - 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST - WEATHER TIGHT CONNECTION. 5. WHEN FIELD CUTTING PANELS OR TRIM 00 NOT USE ABRASIVE SAWS OR OTHER CUTTING .. - METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE - METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. -USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT - - - PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ERECTION NOTES RC91 LOC-SEATS GA SCALE: DATE 3 REVISED RC61GA TAC THG 10-99 DRAWN BY: THG LOC-SEAM ROOF PANEL BUPAULA d--A2 REVISED DRAWING NUMBER CKJ THG 11-98 'CHECKED BY: BLJ BASIC ERECTIONDRAINING 1 REMOVED RC62CA, RC64GA, REVISED RC61GA TBC THG 2-98 DESIGN APP'D BY: � LOC-1.ON0. REVISION MADE CK'D. DAIS NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-1-97NUMBER STRUCTURAL FASTENER SAFETY PRE AAUSTIrON Lan BEARING THERMAL SPACER INSULA�1ON 12X1 1/4 SDHH STRENGTH. MAINTAIN BODY WEGHT I'-Or O.C. ON APPROVED NO OR MASTIC 3/4 X 3/16 STRUCTURAL FASTENER - 30.48 cTn O.C. SECURED ROOF PANELS (NOTE MASTIC LOCATION) 3/4 TM - V12X1 1/4 SDHH REQUIRED LOC-SEAM PANEL ROOF FASTENER THERMAL SPACER - - - EAVE SUPPORT (SEE FASTENER LAYOUT ' FLASHING = - DETAIL EA26/GA) FSE-IT {J14 X 1 MASTIC 3/4" X 3/16r EAVE CLOSURE FLASHING TAPE MASTIC' NOTE MASTIC LOCATION I _ 3/4 TIM _ FEC-• STRUCTURAL FASTENER - � 3/4 TM � EAVE CLOSURE FLASHING EAVE CLOSURE FLASHING #12XI 1/4 SDHH EAVE CLOSURE FLASHING FSE-1 - "-or O.C. FEC-- FEC-• EAVE SUPPORT I WALL FASTENER 30.48 cm O.C. SAFETY PRECAUTION FLASHING I PANEL CLIP • - y 00 NOT STEP ON PANELS UNTIL FSE-IT #14 SDHCW STITCH _ I 'A a NLLY SECUREn WON FASTENERS. 1'-Or O.C. WALL FASTENER WALL FASTENER 30:48 cm O.C. 112T1 C4 SDHCW PURUN - all, T #140 SOOHCW STITCH ® OUTSIDE CLOSURE 30.48 cm D.C. WALL FASTENER— � #12 X 1 1/4 30.48 cm O.C. -- - EAVE STRUT i'-0, O.C. WALL PANEL - LOC-SEAM PANEL 30.48 cm O.C. EAVE STRUT WALL PANEL - 1 5/1(i STRUCTURAL FASTENER ARCH. WALL PANEL BLIND RIVET SHOWN, OTHERS - 2'- RIVET #12 X 1 1/4 SOHH 60.96 O.C. 3.333 em 60.96 cm O.C. 1,-O8 Cm SIMILAR PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWAIL SHEETING - 30.48 em O.C. SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF HOOK TAB OF CLIP OVER MALE LEG OF PANEL AND ROTATE DOWN INTO POSITION. SECURE 3/4- X 3/16- TAPE MASTIC DOWN THE EAVES AS SHOWN.ABOVE. LEAVE THE PAPER BACKING FLASHING EAVE STRUT ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. THE CUP TO THE PURUN WITH TWO STRUCTURAL.FASTENERS. A GAUGE SHOULD BE USED FSA-LENGTH TO MAINTAIN PANEL MODULE. NOTE:HORIZONTAL LEG OF FLANGE BACK GUTTER IS INSTALLED BETWEEN THE MASTIC AND THE EAVE TRIM. OUTSIDE CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE 1EA28C TYPICAL CLIP ATTACHMENT TO PURLIN RC17 SECTION AT EAVE EA04 WITH THERMAL SPACERS AB LOC-SEAM - GA LOC-SEAM ROOF / OPEN SIOEWALL GF THERMAL SPACER CAULK (1/4!0 BEAD), VERTICALLY AND - DIAGONALLY UP AND OVER MALE RIB OF SAFETY ON HAS NO PANEL AND AT PANEL BASE. INSULATION F1lS NO LOAD BFARRIG STRENGTH. PANEL CLP ' MAINTAIN BODY WEIGHT ON APPROVED SCAFFOLDRG _ -- "._. .. .._ OR SECURED ROOF PANELS -- ..- $$CK-1 SAFETY PRECAUTION - ' 00 NOT STEP ON PANELS UNTIL 2) STRUCTURAL FASTENER NLLY SECURED WITH FASTENERS 12X1 1/4 SDHH - I(i RAKE SUPPORT - A CrIl I 1� THERMAL SPACERS ANGGLk�g a:- ;< L - 40 }III 025 INSTALL FASTENERS IN EXACT - BLANKET INSULATION J 1I 3,2 Tm SEQUENCE SHOWN TO PREVENT BLANKET INSULATION - II 9 dB PANEL BUCKLING.. - SAVE TRIM + - 1 0.2 T ROOF FASTENER C 8 1 AULK (1/4-0 BEAD x 6' 2 y14x1 UP MALE LEG OF PANEL) SLIP ANGLE CLIP - PURUN - SSCK-1 3 1 PER PURLIN LOCATION - q CL-21 - EAVE SUPPORT 5 FLASHING j PURUNS FSE-1 STRUCTURAL FASTENER LOC-SEAM PANEL j AN OPTIONAL ACCESSORY FOR THE STANDING SEAM AND LOC-SEAM PANEL IS THE #12X1 1/4 SDHH SAVE CLOSURE FLASHING 30.448 cm O.C. ' THERMAL SPACER FOR BETTER INSULATING VALUES. IT IS PLACED OVER EACH PURUN 1 . 8 O.C. FEC-• - - GABLE ANGLE - AND EAVE STRUT ON TOP OF THE BLANKET INSULATION. EAVE SUPPORT GA- - STIR SAVE ST T FLASHING - TAPE MASTIC (CONTINUOUS) READ AND FOLLOW THE INSTRUCTIONS FSE-IT EAVE STRUT AND PRECAUTIONS PRINTED ON THE � � � � 3/4 TM - . SPRAY ADHESIVE CONTAINER. - NOTE: SAVE CLOSURE FLASHING - -FEC-. WALL PANELS OMITTED FOR CLARITY. NOTE: THERMAL SPACER INSTALLATION RC26C ROOF PANEL ATTACHMENT AT EAVE EA26 SHOWN PANELS SCLARITY - AA LOC-SEAM,ROOF GA - 6r MINIMUM SAFETY NOTES: II 15.24 cm MINIMUM SLIP ANGLE CUP AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT 1 PER PURUN PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE OC S P INSULATION LOCATION - EAMANEL CL-21 . LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP LOC-SEAM PANEL L INSURE WORKER SAFETY. - MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A _ BUILDING. EMERGENCY TELEPHONE NUMBERS; LOCATIONS OF FIRST AID STATIONS AND EMERGENCY ROOF FASTENER �� ------------------------ - LOC- EAM PANEL - PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. (SEE DETAIL EA26/GA) RAKE SUPPORT (FEMALE ) 14XI ANGLE ��. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES,THE USE OF HARD HATS, RUBBER SOLE SHOES RAKE SUPPORT RSA-I FACTORY APPLIED MASTIC ` FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ANGLE - - ARE RECOMMENDED ERECTION PRACTICES. PJA,�A RSA-1 AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED C. WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. y - ALL SAFETYPRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY - PURUN REQUIREMENTS,CUSTOMARY OR STATUTORY, MUST BE ADHERED M, TO INSURE MAXIMUM WORKER - � SAFETY. GABLE ANGLE .GABLE ANGLE GA-- ENOWALL RAFTER IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS,WIPE THEM OFF o.� - - IMMEDIATELY TO PREVENT SUPPING OR FALLING. SLIP ANGLE CLIP __ i PER PURUN LOCATION AFTER INSULATION IS I14 PLACE'ALIGN.RAKE SUPPORT ANGLE (RSA-1) WITH RAKE GABLE\ YOU SHOULD MAINTAIN A FIRM,SAFE POSITION WHEN USING ANY TOOL cl. CL-21 ANGLE. HOOK SUP ANGLE CUP (CL-21)OVER VERTICAL LEG OF RAKE SUPPORT ANGLE AND ATTACH SUP ANGLE CLIP TO CABLE ANGLE AT EACH PURLIN LOCATION AS SHOWN. LOC-SEAM PANEL - YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE PRE-PLAN STARTING AND FINISHING PANEL-CUTSSO THAT A 6" MINIMUM PANEL FLAT IS (MALE LEG) WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA ACHIEVED TO ALLOW PROPER INSTALLATION OF.RAKE TRIM. UNLESS NOTED DIFFERENTLY PURUN7 - ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END T PAST THE BACK SIDE - IF NOT URGER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. EAVE SUPPORT PURLIN OF THE EAVE STRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT WILL HELPER FLASHING IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED. EAVE CLOSURE FLASHING KEEP THE PANEL OVERHANG STRAIGHT), REMOVE PAP BACKING FROM APPROXIMATELY _ BY THE BUILDING PURUNS. ii FEC-• � _ r FSE-1 2 FEET OF EAVE MASTIC AND.INSTALL ACCORDINGLY. - ------------------------------------ 7.62 cm FIRST PANEL INSTALLATION rRC11 DETAIL AT SIDELAP FRC071 SAFETY COMMITMENT FGE70 EAVE-STRUT LOC-SEAM GA LOC-SEAM - GA AA SCALE: DATE DRAIN BY: THG LOC-SEAM ROOF PANEL BUPAUTA ,� ALABAYA CHECKED BY: BLJ BASIC ERECTION 1 -EAVE TRIM REVISIONS CKJ THC 11-98 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION MADE CK'D. DATE NO. REVISION MADE �CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER LOC—ZT-O 1 SAFETY PRECAUTION - - INSULATKMI FMS NO LOAD SEARING .. STRENGTH,NAINTNN BODY WOCN7 ON APPROVED SCAFFOLDING OR MASTIC 3/4 X 3/16 SAVE SUPPORT SECURED ROOF PANELS. (NOTE MASTIC LOCATION) FLASHING _ STRUCTURAL FASTENER 3/4 TM FSE-1 LOC—SEAM #12X1 1/4 SDHH PANEL CUP FACTORY APPLIED MASTIC 1'—(r O.C. 30.48 cm O.C. - -EAVE CLOSURE FLASHING - STRUCTURAL FASTENER MASTIC 3/4" X 3/16" FEC—• (2 PER CLIP) LOC—SEAM PANEL NOTE MASTIC LOCATION WALL FASTENER #12X1 1/4 SOHH (FEMALE RIB) 12X1 1/4 SDHCW LOC—SEAM PANEL LOC—SEAM LOC—SEAM PANEL 3/4 TM PANEL CUP (MALE RIB) . 1'—T O.C. (MALE RIB) - 30.48 cm O.C. LOC—SEAM SAVE CLOSURE FLASHING WALL FASTENER - PURLIN PURUN PANEL LOC—SEAM PANEL CLIP PURUN FEC—• 114 SDHCW STITCH EAVE SUPPORT 1'—T O.C. L FASTENERS STRUCTURAL FFLAS'ING 30.48 Cm O.C. � � STRU STRU I SDHH ' WALL PANEL I'-T 'O.C. - GU 1 - FIGURE 2 WALL FASTENER 30.48 cm O.C. ,. 114 SDHCW STITCH -1-T O.C. es„ 30.48 cm O.C. y�;; =-'=_ OUTSIDE CLOSURE - EAVE STRUT INSTALLATION OF SUCCEEDING PANELS BEGINS BY INSTALLING THE PANEL CLIP OVER THE LEADING OR MALE RIB OF THE PRECEDING,PANEL AS SHOWN IN FIGURE 1 ABOVE. MAKE STRUCTURAL FASTENER PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL. THE SIDEWALL AND ENOWALL SHEETING SURE THAT THE CUP IS INSTALLED PROPERLY AS SHOWN IN FIGURE 2.THE SLIDING TAB (2 PER CLIP) SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF 12X1 1/4 SDHH WALL PANEL 3/4" X 3/16" TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING STRUCTURAL CENTERED BEFORE ATTACHING THE CLIP, SECURE THE CUP TO THE PURLIN WITH TWO ARCH. WALL PANEL ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. STRUCTURAL FASTENERS. SHOWN, OTHERS -SIMILAR EAVE STRUT _ INSULATION NOT SHOWN - - FOR CLARITY. MASTIC AND INSULATION APPLICATION AT EAVE EA28 PANEL CLIP INSTALLATION RC18 DETAIL AT PANEL CLIP RC19 OUTSIDE CLOSURE WITHOUT THERMAL SPACERS - AB LOC—SEAM PANEL - GA ,LOG—SEAM PANEL GA ----_.--._STRUCTURAL_FASTENER lOC—SEAM PANEL - V2 REQUIRED PER CUP) 12X1 1/4 SOHH ROOF FASTENER - (SEE FASTENER LAYOUT DETAIL EA26/GA) - #14 X 1 - TAPE MASTIC LOC—SEAM PANEL i EAVE CLOSURE FLASHING (FEMALE LEG) .. EAVE CLOSURE FLASHING i FSE-1 _ - - FEC—• - - FACTORY APPLIED MASTIC SAFETY PRECMfTION - - PANEL CUP - - FV NOT STEP ON PANELS uNm - �• FULLY SECURED WITH FASTENERS. - PURUN y 3 1/8" 8.3 cI - WALL FASTENER . #12 X 1 1/4 S ' I—T O.C. _ LOC—SEAM PANEL 30.48 Om O.C. EAVE STRUT - /8 1 j 5/18' STRUCTURAL FASTENER /B RIVVETET 3.333 em #12 X 1 1/4 SDHH - - 2'—T O.C. 1'—T O.C. 60.96 cm D.C.' LOC—SEAM PANEL 30.48 cm O.C. (MALE LEG) HOOK TAB OF CUP OVER MALE LEG OF PANEL AND ROTATE DOWN INTO POSITION. SECURE FLASHING - PURLIN--7 THE CLIP TO THE PURUN WITH TWO STRUCTURAL FASTENERS. A GAUGE SHOULD BE USED - FSJ1—LENGTH TO MAINTAIN PANEL MODULE. NOTE HORIZONTAL LEG OF FLANGE BACK GUTTER IS INSTALLED BETWEEN THE MASTIC AND THE EAVE TRIM. _ ______ _______________________________________________________ TYPICAL CLIP ATTACHMENT TO PURLIN RC17 SECTION AT EAVE _EA 04 DETAIL AT SIDELAP RC01 LOC—SEAM GA LOC—SEAM ROOF / OPEN SIDEWALL GF - LOC—SEAM IGA CAULK (1/470 BEAD), VERTICALLY AND DIAGONALLY UP AND OVER MALE RIB OF SAFETY NOTES: - 6' MINIMUM PANEL AND AT PANEL BASE. 15.24 cm MINIMUM SLIP ANGLE CLIP SSCK-1 SAFETY PRECAUTION AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACGDENT 1 PER PURUN 00 NOT STEP ON PANELS UNTO. PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE. INSULATION LOCATION - FULLY SECURED WITH FASTENERS. LOC—SEAM PANEL LOC—SEAM PANEL CL-21 { LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A • ________________________ 7 B.Y INSTALL FASTENERS IN EXACT BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY ROOF FASTENER )1I bq SEQUENCE SHOWN TO PREVENT PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. (SEE DETAIL EA26/CA) RAKE SUPPORT l�� dA PANEL BUCKLING. #14XI ANGLE 3 0.� DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE L HARD HATS, RUBBER SOLE SHOES ANGLE' FOR ROOF WORK. PROPR RAKE SUPPORT RSA-1 f �� T ROOF FASTENER ARE RECOMMENDED ERECTION0UIPMENT PRACTICES.FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE RSA-1 CAULK (1/4"0 BEAD X 5- 0 2 1 #14XI AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED UP MALE LEG OF PANEL) WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. SSCK-1 3 - -EAVE ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY 4 - .- STATUTORY, MUST BE ADHERED TO, TO INSURE MAXIMUM WORKER �oU PORT— ' EA PURUN FLASHING - SAFETY. '• CABLE ANGLE . GABLE ANGLE - � �' _ � FSE-1 -- ' GA-- ENOWALL"RAFTER- CA • IF OIL OR OTHER SUPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF STRUCTURAL FASTENER - lOC—SEAM-PANEL IMMEDIATELY TO PREVENT SUPPING OR FALLING. SUP ANGLE CLIP 1 PER PURLIN LOCATION AFTER INSULATION IS IN PLACE ALIGN RAKE SUPPORT ANGLE (RSA-1) WITH RAKE CABLE, 1/4 SDHH EAVE CLOSURE FLASHING YOU SHOULD MAINTAIN A FIRM,SAFE POSITION IWHEN USING ANY TOOL_ e`. CL-21 ANGLE HOOK SUP ANGLE CUP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE 10.4 O.C. FEC—• - AND ATTACH SLIP ANGLE CUP TO CABLE ANGLE AT EACH PURLIN LOCATION AS SHOWN. 30.48 em O.C. YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE PRE—PLAN STARTING AND'FINISHING PANEL CUTS SO THAT'A6" MINIMUM PANEL FLAT IS WHEN USINC TOOLS AND MACHINES OR PERFORMING ANY OTHER'FUNCTION ON THE ROOF AREA ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS NOTED DIFFERENTLY SAVE STRUT ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 3- PAST THE BACK SIDE TAPE MASTIC (CONTINUOUS) DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. PURUN OF THE EAVE STRUT A'SiRING LINE EXTENDED OUT-FROM 7HE EAVE STRUT' WILL HELP IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED - EAVE CLOSURE FLASHING EAVH SUPPORT KEEP THE PANEL OVERHANG STRAIGHT, REMOVE PAPER BACKING FROM APPROXIMATELY 3EL TM BY THE BUILDING PURLINS. FEC—• FLASHING 2 FEET OF EAVE MASTIC AND INSTALL)ACCORDINGLY. NOTE-WALL PANELS OMITTED FOR CLARITY. p � FSE-1 7.62 cm FIRST PANEL INSTALLATION RC11 ROOF PANEL ATTACHMENT AT -EAVE EA26 SAFETY COMMITMENT GE70 EAVE STRUT LOC—SEAM A_ LOC—SEAM ROOF - GA AA SCALE: DATE DRAWN BY: THG LOC—SEAM ROOF PANEL RUIlAuu CHECKED BY: 13U BASIC ERECTION 1 EAVE TRIM REVISIONS CKJ THC 11-98 DESIGN APP'D BY: REH.NO. DRAAING LOC-2.0 MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER N0. - REVISION MADE CK'D. DATE N0. REVISION i NOTE: PRIOR TO INSTALLING LAP FASTENERS, - Snil:n PREGUTgN PANELS MUST BE HAND SEAMED AT ROOF FASTENER TYP.-� DO HOT STEP OR W. LOWER EDGE OF UPPER PANEL ON OR RIDGE FLASHING. „ �14X1 T ALL AREAS ON ALUMINUM COATED PANELS-THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN 1/470 BEAD CAULK FEMALE LEG. B• I ' T SSCK-1 RIDGE CLOSURE ZEE 4 cm - i I WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. TAPE MASTIC RCZ-1 , ROOF FASTENER 15.2 I ' ' (CONTINUOUS) SEE RC07/GA) SWAGED PANEL ' 62 DETAIL "A LOC—SEAM PANEL' 14%1 I I WHEN ENDLAPS ARE REQUIRED THE LOWER 6 INCHES OF THE UPPER PANEL ARE SWAGED 3/4 TM /�•� i i TO LAP THE LOWER PANEL THIS LAP WILL OCCUR APPROXIMATELY 12 INCHES ABOVE A x I I � I PURLIN. PRIOR TO SETTING THE SWAGED PANEL, INSTALL THE LAP STIFFENER,�LSIS-+ ON s�\ - 1/4'0 BEAD CAULK MASTIC (PRECUT LENGTH) I '' T TO LOWER R PANEL AS SHOWN. THEN INSTALL A.LENGTH-OF SPECIAL THE R RECEIVING 1 1/2 TP-L 1 i i 1 1/2" X 1/8" LOC-SEAM LAP MASTIC ACROSS THE WIDTH OF THE UNDERSIDE OF THE 6P OFVMALE RIB.OW • SWAGED PANEL BEGINNING AND ENDING AT THE VERTICAL SEAMS (LEGS). APPLY SSCK-1 N RECEIVING PANEL "�. i (LOC-SEAM LAP CAULK) TO BOTH PANELS AS.SHOWN IN THE ENDLAP SEALANT DETAILS. SSCK-1 INSTALL THE SWAGED PANEL AS SHOWN IN DETAIL RCO6/GA. SECURE THE LAP WITH - i #14 X 1" ROOF FASTENERS INSTALLED AT THE PRE-DIMPLED LOCATIONS AFTER PANELS ` I ARE HAND SEAMED TOGETHER AT THE ENDLAP. BOW PANEL IN THE MIDDLE DURING - OC-SEAM PANEL e: INSTALLATION TO AVOID SWIPING CAULK FROM THE VERTICAL LEGS OF THE PANEL AT THE PANEL CUP DIMPLE I,' \'� .� SWAGED PANEL) ENDLAP. CHECK CAULKING AFTER UPPER PANEL.IS IN PLACE AND RECAULK AS NECESSARY. LAP STIFFENER 0 1 TAPE MASTIC LSLS-1 ((16' PANEL) STRUCTURAL FASTENER'S - ANEL CUP LSLS-2 (12' PANEL) `t, LAP STIFFENER 12" WIDE LOC-SEAM PANELS ARE NOT SWAGED. (CONTINUOUS) - g12X1 1/4 SDHH LSLS-+ 2 TM - I LOC—SEAM PANEL ' _ PANEL CLIP(RECEIVING PANE - 00NE P'REgY/1TDR _ RECE L O NOT srEr am s UNTIL ( ' DO NOT D m lea E P N PA AEM15 STEP ON MT FULLY SECURED WITH TARENEIM i WITH FA NDT>REp PANELS UNIR FULLY YOJf� � PANEL CRITICAL AT RIDGE wrN rwsrcwERs. PURLIR CRITICAL ROOF FASTENER . /, INSULATION � � - - � - PURLIN - (1 AT EACH LAP) DETAIL ,.A' #14X1 .. POSITION RIDGE CLOSURE ZEE ONTO PANEL ENDS HOLDING IN PLACE WITH C-CLAMPS. ATTACH 1'-0'f - - " - WITH #14 ROOF FASTENERS AS SHOWN IN DETAIL RC35/GA. CAULKING AT THE PANEL SIDELAP I-�30.48 cm _ IS CRITICAL TO INSURE WEATHERTIGHTNESS. ROOF PANEL ENDLAP RC06 PANEL LAP DETAIL RC07 RIDGE EAVE CLOSURE DETAIL FRC371 lOC-SEAM - _-- I GA I � LOC-SEAM LGA I lOC-SEAM ROOF GA LOC-SEAM TAPE PAD (PRE-CUT LENGTH) pO NOT P.I ,.IOW - 1/4'0 BEAD CAULK RIDGE FU15HiNC I00%I FASTENER 1 1/2 TP-L SWAGE LINE ON RIDGE MSHING. 16' UP, OVER AND DOWN - SWAGED PANEL �. G�_ T-_-_--^--6""-OF MALE RIB. LSRF-. 0'-8" O.C. 12" WIDE PANELS ARE NOT SWAGED. _ 14X1 64 SSCK-1 20.32 cm O.C. 40• g" NOTE: ROOF FASTENER Q cm TAPE MASTIC ALIGN TAPE PAD PAPER BACKING EDGE 03 - TAPE MASTIC (CONTINUOUS FLUSH WITH END OF SWAGED PANEL (2) 1/4" BEADS CAULK (SSCK-1) - 1/4"BEAD CAULK(SSCK-1) � 1 .(CONTINUOUS) ' ) 5" LONG AT UPPER END OF 5'LONG AT UPPER'END OF �•) 9 Gm I 3/4 TM �Tff 3/4 TM RECEIVING PANEL RECEIVING PANEL RIDGE -<-_-- FLASHING 1/ S LSRF—. r LOC—SEAM TAPE PAD �O ! - PRE—CUT LENQ �• 0 I G PAN SID LAP AT RID' DETAIL A LOC—SEAM 1 1/2 7P—L i '-' CRITICAL IDGE CLOSURE ZEE PANEL CLIP �:� CZ—i L1DETAIL 'A' MASTIC (CONTINUOUS) SWAGE LINE -.- II5q STRUCTURAL FASTENER I 1' LOC—SEAM PANEL (2 REQUIRED PER CUP) '1/4- BEAD CAULK (SSCK-1) - 4 �f DIAGONALLY DOWN MALE DETAIL'A' I i�31�4 9 &1� G v 12X1 1/4 SDHH RI8 TO THE EDGE OF SWAGE PURLIN ROOF FASTENER LINE. CAULK BACK 1' OVER / �' 13�4�,§1 Gm • 00 MASTIC. -. TAPE CONTINMASTIC �55 Gm RCZF-SURE ZEE FLASHING (5 PER PANEL) 3/4 TM OUS 08 I ROOF FASTENER (TYP.) COLORED ROOFS) (USE ON HIGH TCH ' - RIDGE 6- , #14XII - - - - CLOSURE INSTALL FASTENERS IN EXACT RECEIVING PANEL ZEE RCZ-1 SEQUENCE SHOWN TO PREVENT - 1/4-0 BEAD CAULK (2) BEADS CAULK (SSCK-1) _ = PANEL BUCKLING. DIAGONALLY(1) BEAD VERTICALLY - - TAPE MASTIC - - SSCK-1 DOWN FEMALE RIB, CAULK BACK - - CONTINUOUS LOC-SEAM PANEL DETAIL A M 1' OVER MASTIC. / 2 T BEAD CAULK(SSCK 1) � 6" LONG IN FEMALE RIB ROOF PANEL ENDLAP CAULKING DETAIL RC08 ROOF PANEL AND RIDGE FLASHING ATTACHMENT RC35 RIDGE DETAIL RC32 LOC-SEAM ROOF : GA LOC-SEAM ROOF - _ GA LOC-SEAM GA PIECE"Er - TAPE MASTIC - - T 3/4 TM - I I UPPER RIDGE FLASHING ERECTION NOTES: - I ' 1. ALL AREAS WHERE MASTIC-IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD - - ' LOWER RIDGE FLASHING DETERGENT OR AN ALL PURPOSE CLEANERBEFORE MASTIC APPUCATION. THIS WILL - INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. - c BACKUP FLASHING _, m 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE 8-0.9 O SSP k LSP 1 3 4' BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY - - ' B-0.6 O LOC i PIECE "A' 4.45cm IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. 5.08cm 3. DO NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERSAT - - THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. - o r eO� - 3 �' 1 2.54 _ 1'_S - 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE M05i TAPE MASTIC 7.62 Cm cm cm em2 �62 g14 ROOF 5..WHEN FIELDTHER CUTTING PHT ANELS OR D - 3/4 TM cm FASTENER O NOT USE ABRASIVE SAWS OR OTHER CUTTING - - - METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS,-NIBBLERS OR,OTHER CUTTINGDEVICES WHICH.DO NOT . PRODUCE HOT METAL PARTICLES OR BURNED EDGES. -- - -------- -- ..._..,.-_____ -, --_ --- - `-. _. - • _ _- STANDING SEAM LOC-SEAM -AND LONGSPAN . (TYP. BOTH SIDES) - (TYP. BOTH SIDES) - - - HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE"Er OVER - - PIECE',C. PRE-DRILL THE REQUIRED NUMBER OF 1/4'o HOLES THROUGH BOTH PIECES OF - RIDGE FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE"Er BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE"A AS SHOWN. LAP PIECE 'B" OVER PIECE'A BEING - CAREFUL TO AUGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG RIDGE. - EXPANSI0N'-:JOINT AT RIDGE FLASHING RC33 ERECTION .NOTES RC91 AA LOC-SEAM GA SCALE: DATE 4 REVISED RC35GA, RC32CA h RC31GA TAC THG 7-99 BUFAU D G 1L1BAl1A 3. REVISED DETAIL RC07GA - CKJ THG 1-99 DRAWN BY: THC LOC-SEAM ROOF PANEL , 2- REVISED DRAWING NUMBER CKJ THG 11-98 CHECKED BY: BLJ BASIC ERECTION 1 REMOVED RC68GA. RC36GA, REVISED RC91CA 78G THG 2-90 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED. 12-1-97 NUMBER LOC-3.O 4 ROOF FASTENER ROOF FASTENER NOT TO PASS- NOT TO PASS ROOF FASTENER LOC-SEAM PANEL RAKE SUPPORT ANGLE THRV PURLIN 14 X 1 #14 X 1 - RSA-1 #14X1 SLIP ANGLE CUP RAKE SUPPORT AN THROUGH SUPER PURLINUPOCATION ROOF FASTENER LOC-SEAM PANEL THROUGH PURLIN (E er O.C. i PER PURUN .LOCATION RSA-1 8 O.C. I PER CL-21 ROOF PANEL ROOF PANEL -21 SAFLT/PRECAUTION (FIELD CUT) DO NOT STEP ON PANELS UNTIL TAPE MASTIC (FIELD CUT) TAPE MASTIC SAVE SUPPORT TAPE MASTIC FULLY SECURED WITH FASTENERS 3/4 TM - FLASHING 3/4 TM I EAVE SUPPORT 1 3 4 TM TAPE MASTIC I FSE-1T r FLASHING RAKE FLASHING / RAKE FLASHING 3/4 TM EAVE CLOSURE FLASHING I TR1-15.2 FEC-• I FSE-IT THERMAL SPACER TR1-15.2 I THERMAL'SPACER GABLE ANGLE SAVE CLOSURE FLASHING PREcwrlaN TB-2 OR TB-3 - DD NOT STEP ON PANELS UNTIL N - THERMAL SPACER FEC-• 1 FULLY SECURED WITH FASTENERS. ___________________ y ... ^: BLIND RIVET ----------------- (4 PER SHCF-3) - STRUCTURAL.FASTENER STRUCTURAL FASTENER 7/8 RIVET PURLIN 2 PER CLIP - 2 PER CLIP WALL FASTENER WALL FASTENER#12 ., STRUCTURAL FASTENER �112X1 1/4 SDHH ,. �112X1 1/4 SDHH WALL X 1 i/4 SDHCW THERMAL SPACER #14 SDHCW STIT #12 X 1 1/4 SDHH r 1'-0' O.C. 1'-4' O.C. 1: g �� 1'-0' O.C. RAKE SUPPORT - i L i-� RAKE SUPPORT IiI> STRUCTURAL FASTENER FLASHING "PURUN rl 4 I 1:: FLASHING EAVE STRUT 2 PER PURLIN _ a ^'� RSF-1 WAIL FASTENER WALL FASTENER PANEL CAP FLASHING Al2XI 1/4 SDHH RSF-i , • �j14 SDHCW STITCH STRUCTURAL FASTENER 12 X 1 SOYC W NU - ' SHCF-3 WALL FASTENER #ENIGN WITHOWALL CIRTS _ I- #14 O.C. ({ 2 X 1 1/4 SDHH R / + I- i i WAIL FASTENER #12 O.C. 1'-4' O.C. - _ (J14 SDHCW STITCH .. I l' 0• D.C.H i L 1._O- O.C. WALL FASTENER WALL PANELZ OUTSIDE CLOSURE WAIL PANEL EAVE STRUT WALL FASTENER OUTSIDE CLOSURE - /J12X1 SOYC W/NUTBIANK i i GABLE ANGLE #12X1 1/4 SDHCW 15' O.C. I I GA,-4 NOTE:HORIZONTAL LEG OF FLANGE BACK GUTTER WHEN REQUIRED IS INSTATED 1'-0' O.C. STRUCTURAL FASTENER i i GA-5 AT 12' PURLINS NOTE HORRONTAL LEG OF FLANGE BACK GUTTER WHEN REQUIRED IS INSTALLED BETWEEN THE MASTIC AND THE EAVE TRIM, � 2 PER PURLIN � BETWEEN THE MASTIC AND THE EAVE TRIM. - - - --- -- - -- "- - - - --- ALIGN WITH ENOWALL GIRTS * WALL PANEL. I SHADOW PANEL - •' g12X1 1/4 SDHH SECTION AT EAVE WITH THERMAL SPACER EA04C SECTION AT EAVE WITH THERMAL SPACER EA0dr RAKE DETAIL RA02C RAKE DETAIL RA02C LOC-SEAM ROOF/ ARCHITECTURAL OR LONGSPAN WALLS GB LOC-SEAM ROOF / SHADOW PANEL WALLS GD LOC-SEAM OR STANDING SEAM ROOF W/THERMAL SPACERS I AA LOC-SEAM OR STANDING SEAM ROOF W/THERMAL SPACERS AD ARCHITECTURAL OR LONGSPAN PANEL WALLS SHADOW PANEL WALLS GUTTER CUP ROOF FASTENER (B) 1 PER GUTTER CUP CUTTER STRAP ROOF FASTENER (B F PER GUTTER CUP FLANGE BACK GUTTER - BLIND RIVET CGB-• SEE CHART BELO� TGF_-15.2 NOTE: SEE CHART BELOW CGS • TRAKE(FLASHING OMITTED FOR CLARITY. I i 1/8 RIVET 3'-0" O.C. - _ CGS- O.C.TAPE MASTIC TAPE MASTIC - CUTTER ENDCAP ROOF AND WALL PANELS 1 (3 REQUIRED) ROOF FASTENER (A) (PLACE DER CLIP) y (PLACE UNDER CLIP) - - ROOF FASTENER T T I 1 PER GUTTER CLIP _ S 4 TM _- --- SJ �6 REQUIRED) ---- / ` / I 3` LENGTH CAULK SEE CHART BELOW y 3` LENGTH i 1 �N � 14X1 ' t ENDCAP � - , \. ''CORNER CAP BOX RIDGE FLASHING i I ALL AROUND RIDGE FLASHING \ TCB-• SHOWN N GTS RFEC-i I ..--- -- ---ROOF PANEL -ROOF PANEL TCD-• SIMILAR RIDGE CLOSURE ZEE GAABLE ANGLE GUTTER ` ) THERMAL SPACER i- THERMAL SPACER GUTTER RCZ-1 - RAKE FLASHING TR1-15.2 TAPE MASTIC GTI-15.2 i I. I CTI-15.2 EAVE.SUPPORT TRIM Ny i EAVE SUPPORT.TRIM 3/4 TM- Y. I I FSE-1T r! i ', FSE-1T CUTTER SEAL `.I I I GUTTER SEAL _ TAPE MASTIC GUTTER CUP - 1 I ALIGN WITH FACE OF WALL PANEL �' � ` i •AUCN"WITH FACE OF WALL PANEL 1/q'W gFgp �` 1/4'm BEAD - - i 3/4 TM 1 I - 3C 0" O.C. I I FLANGE BACK GUTTER -. ._,(..-I' GTS ���. I GTS - - BLIND RIVET I I TAPE MASTIC •.{ a 1 I CAULK TGF_-15.2 ' ' (12 REO'D. PER I I F r• 1 GTS 1 I i i ENDCAP 1 RAKE SUPPORT FLASHING 2 TM ; FEC--- .I i 1/8 R i RSF-7 TRCC-1 EAVE CLOSURE FLASHING _ RAKE CAP FEC-_ !`i i y (SEE BUILDING i BUILDING CORNER BLIND RIVET ;Y/ (10 REO'))D. PER (SEE NOTES NOTES: BOX - WALL PANEL r WALL PANEL 1. START AND STOP GUTTER AND RAKE F1.pSHINC AT BUILDING CORNERS AND ALIGN WITH OUTSIDE N - ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (8) - ROOF PANEL ROOF FASTENER (8) EDGE OF WALL PANEL AT CORNERS. - _T FIELD NOTCH`` LONGSPAN LSP 14X7 8' 12X1 1 4' LONGSPAN LSP 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER 12X1 1 4' yIFETy I>tarAUTldr lOC-SEAM LOC k14X1' N14%1' LOC-SEAM lOC 14%i' , _ SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT WoRawits SHOULD ALWAYS TEAR WHEN INSTALLING THE CORNER BOXES. PERMANENTLY ATTACH NiGYES WHEN EMNOLDNG METAL BLIND RIVET WALL FASTENER STANDING SEAM (S2P, 53P) ,�14%t' (/14X1' STANDING SEAM (S2P, S3P) µ14X1' SURFACES WNiH SHANP EDGES RAKE SUPPORT FLASHING (12 REQUIRED) ��(3 REQ'0.) THE RAKE AFTER CORNER BOXES ARE INSTALLED. - �F'1 1/8 RIVET $14 STITCH STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT IEA01C FLANGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT EA02C CORNER CAP BOX INSTALLATION RA04 RAKE CAP INSTALLATION RA03 WITH THERMAL SPACERS - - AA WITH THERMAL SPACERS I AA - AA LOC-SEAM ROOF I GA ' BLIND RIVETS # ROOF FASTENER - SUP ANGLE CUP NOT TO PASS 1 PER PURLIN LOCATION - 1/8 RIVET , HPURLIN - LOC-SEAM PANEL , UNIVERSAL RAKE TRIM ROOF FASTENER + I - TR7-15.2 THROUGH ' ------ .(SEE FASTENER LAYOUT - O.C. , CL 1 14X1 DETAIL EA28 GA i - TAPE MASTIC r---- � - / ) - � RAKE FLASHING ROOF FASTENER 1 #14 X 1 , I' 3/4 TM - TR1-15.2 if �::.i'?i::}'.f.:'. Q14X1 = STANDING SEAM ---- I THERMALSPACER k LOC-SEAM L_ -_--__ I ?-N... '..:+ . ALL LAROUND {f 14 STITCH LONGSPAN '.TAPE MASTIC I .`'. 1 40 BEADS. ROOF PANEL 14 ..,. TB--1 FOR STANDING / F - .. ....,... . . crs I' 1•—Q" Q.G. I--ti ....... ```� .,,, 3/4 TM EAVE CLOSURE FLASHING i ..:::.:.:: ::.:::..`� :.: SEAM E � ..` ' .:F_.i. TB-2 OR T8-3 FOR • EAVE CLOSURE FLASHING i -.- ,t. .FSE-- i ------------- ----- -- LOC-SEAM iFEC-• ..._ ' • I _ DELUXE EA I --------------------- -- - . SAFETY PREGVDON /` :N DO NOT SEEP ON PAN VNRL GULLY SECURm WITH FASTENFAS FLASHING i t .......... STRUCTURAL FASTENER r: PED- • . . W 3 1/8' i 2 PER CLIP • 1` .4r _ 1/4-SDHH '° • ' \ _ - ,. SUPPORT LE _ WALL FASTENER s RAKE -� -RSA-1 I:. I¢72 X 1 1/4 SOMs — - L--- J 1'-Q' D.Q. ..:.... . - EAVE STRUT BLIND RIVET ., —GABLE ANGLE .7/B RIVET - .T'-5/16' gTRU12 CTFRAL SDHH - `� STRUCTURAL FASTENER - A-1 --- WAIL FASTENER i� - BUND D.C. - FLASH O.C. - - 2 PER PURUN #14 SDHCW STITCH - ' 1'-Cl O.C. RAKE ENDCAP #12X1 1/4 SDHH FLASHING - TRECz 'FSA-LENGTH PART A RAKE ENDCAP - PURLIN WAIL PANEL NOT SHOWN NOTE:HORIZONTAL LEG OF FLANGE BACK GUTTER IS INSTALLED TREC� FOR CLARITY BETWEEN THE MASTIC AND THE EAVE TRIM. - PART Er " DELUXE EAVE FLASHING INSTALLATION EA03 SECTION AT EAVE EA04_ RAKE ENDCAP INSTALLATION RA70 RAKE DETAIL RA05C AA LOC-SEAM ROOF / OPEN SIDEWALL L GF LEFT HAND SHOWN - AA EXPANDED NEW OF RAKE CONNECTION - ,qA SCALE:. DATE 4 IREMSED RA03GA, RA70AA TAC THC 10-99 3 REMOVED EADBCA, ADDED RA70AA YML THC 7-99 DRAWN BY: THC LOC-SEAM ROOF PANEL - eueeuu AUBAMA 2 - REVISED EA02CAAL EA01CAA Mcs THG 5-99 - CHECKED BY: BW. BASIC ERECTION - 1 UNIVERSAL RAKE REVISIONS TBG BLJ 11-98 DESIGN'APP'I) BY: DRAWING REV.NO. N0. REVISION MADE CK'D. DATE NO. REVISION MADE "CK'D. DATE INO. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER LOC-4T:0 q SMET•/PRECAUTION - 0o NOT STEP ON PANELS UNTIL -ROOF FASTENER SLIP ANGLE CUP ROOF FASTENER 00 N SECURED WRH FASTENERS ROOF FASTENER - LONGSPAN PANEL NOT TO PASS TAPE MASTIC RHOS NOT 70 PASS THROUGH PURLIN LOC-SEAM PANEL /j14 % t - THROUGH PURLIN 11 PER PURLIN LOCATION TAP TM '� ROOF FASTENER RAKE SUPPORT ANGLE IROCL-21 3/4 6r o C AT LOC-SEAM & STANDING SEAM #14 X i RSA-1 �6' D.C. RA RAKE SUPPORT ANGLE A RSA-1 TAPE MASTIC SLIP ANGLE CLIP 3/4 TM ROOF PANEL ROOF PANEL 1 PER PURLIN LOCATION TAPE MASTIC i PANEL CAP FLASHING (FIELD CUT) TAPE MASTIC RAKE FLASHING (FIELD CUT) CL-21 EAVE CLOSURE FLASHING i SHCF-3 3/4 TM TR1-15.2 RAKE FLASHING 3/4 TM i FEC-• I EAVE SUPPORT - TR1-15.2 SAVE CLOSURE FLASHING i I FLASHINGFSE-1 GABLE ANGLE FEC-• . '. I STRUCTURAL FASTENER ID BOND RIVET I SAFETYPKRI ----------- ------ ______ 2 PER CLIP 4 PER SHCF-3 00 NOT STE9 ON PANELS uNm PURUN PURUN 12XI1 4 SOHH EAVE SUPPORT 1 8 RIVET ) FULLY sEcuRED wRN FA$iENERs _ STRUCTURAL FASTENERd /WALL FASTENER FLASHING / ��} 2 PER CLIP #12 X 1 1/4 FSE-1 WALL FASTE ":. g12X1 1/4 SOHH1'-0' O.C. � (/14 SOH CH \ (�12XiWALL F DYCER 1'-4' O.C. d STRUCTURAL FASTENER RAKE SUPPORT• • 2 PER PURUN FLASHINGW/NUTBIANKSTRUCTURAL FASTENER. 16' O.C.WALL FASTENER7ESTR . 1 #12X1 1/4 SDHH RSF-1 `1 1 4 HH 2 % SD H W STI '. N / C T N R 14 SD WA FAS E E LL�'-0' O.C. FASTENER #12 X 1 SDYC W/NUT(LK �' - ! - � - 1'-0' O.C. WALL FASTENER 4 SDHH 1'-4 D.C. #14 STITCH . . RAKE SUPPORT FLASHING RSF-1 1'-O' O.C. WALL PANEL al ANGLE WALL PANEL SAVE STRUT WALL FASTENER GA-4 WALL FASTENER SURE - OUTSIDE CLOSURE I I 14 STITCH NOTE:HORIZONTAL LEG OF FIANCE BACK CUTTER II,-a' 1 D.C. SDHCW # GA-5 AT 12' PUENER I I N • NOTE:HORIZONTAL LEG OF FLANGE BACK CUTTER WHEN REQUIRED IS INSTALLED (VmEN REQUIRED)IS INSTALLED 1'-O' C. #ALIGN WITH I I SHADOW O.C. BETWEEN THE MYSTIC AND THE EAVE TRIM. BETWEEN THE Mrsnc AND THE EAVE TRIM. WALL PANEL F-1'IDwALL GIRTS Z pER 1/4 SOHH ER - #ALIGN WITH ENOWALL GIRTS # .. � .#12X1 1/4--SOHH - SHADOW PANEL SECTION AT EAVE WITHOUT THERMAL SPACER EA04 SECTION AT EAVE WITHOUT THERMAL SPACER EA04 RAKE DETAIL RA02 RAKE DETAIL RA02 LOC-SEAM ROOF/ARCHITECTURAL OR LONGSPAN WALLS GB LOC-SEAM ROOF / SHADOW PANEL WALLS GD LOC-SEAM OR STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN PANEL WALLS I AA LOC-SEAM OR STANDING SEAM ROOF / SHADOW PANEL WALLS I AD GUTTER CLIP + ROOF FASTENER (B) 1 PER GUTTER CLIP CUTTER STRAP ROOF FASTENER (8) 1 PER GUTTER CLIP FLANGE BACK GUTTER - CCB-+ MST SEE CHART BELOW TCF_-15.2 RAKE FLASHING BLIND RIVET 3'-0' O.C. SEE CHART BELO CGS-- 3'-O' O.C. GUTTER ENOCAP TR1-15.2 NOTE AND WALL PANELS T 1/(RIVETED) -y TAPE MASTIC _ ._.. OMITTED FOR CLARITY. - _ -- I._._W--- - (( RITY. ROOF FASTENER (A) - (PLACE UN ER CLIP) S 4 TM ROOF FASTENER —T N t PLACE UNDER CLIP) 1 PER GUTTER CLIP /4 TM - ------ 6 REQUIRED SEE CHART BELOW ___ --,- -------; 3' LENGTH _-- 1 3�LENGTH FLASHING �____- .' �14X1 I l� CAUU RIDGE C -- N - 'CORNER CAP BOX RIDGE FLASHING i I ALL AROUND ENDCAP ``�`�GTS RFEC_1 - I TCO-•1\\ SIMILAR N GABLE ANGLE RIDGE CLOSURE ZEE N ` `ROOF PANEL CA-1 ROOF PANEL --, RCZ-1 _ `�i` RAKE FLASHING GUTTER I I CUTTER _ TR1-15.2 EAVE SUPPORT TRIM I I EAVE SUPPORT TRIM GTI-15.2 ``I` TAPE MASTIC �,. GT1-15.2 I I I i 3/4 TM I I - FSE-1 N FSE-1 GUTTER SEAL `.I GUTTER SEAL ` -`/ TAPE MASTIC I I ALIGN WITH FACE OF WALL PANEL - +- I 1 , ALIGN'WITH FACE OF WALL PANEL 1 4 0 BEAD i` 1 4 0 BEAD 1 iy N 3/4 TM GUTTER CUP I I �. I; I /• /" GC-A i i i. i CTS i _ I GTS CAULK 3'-0'� O.C. I I FLANGE BACK CUTTER I N• I BLIND RNET I TAPE MASTIC _ _ T i. CTS TGF_-15.2 ► I i (12 REO'D. PER I I RAKE SUPPORT FLASHING 2 TM I I I I - ENDCAP) �I I RSF-1 I RAKE CAP J/ `� '• - _j 1/8 RIVET - TRCC-i FE. BLIND RIVET EAVE CLOSURE FLASHING I I I I (SEEDING CORNER (10 REO'D. PER (SEE NOTES) I I I I I BUILDING CORNER N - FEC-_ A^ - ice!\ (SEE NOTES I I \\\- NOTES: CAp BOX7 1. START AND STOP GUTTER AND RAKE FLASHING 18 RN ; WALL PANEL WALL PANEL AT BUILDING CORNERS AND ALIGN WITH OUTSIDE EDGE OF WALL PANEL AT CORNERS. - I FIELD NOTCH`` ROOF PANEL ROOF FASTENER{A) ROOF FASTENER (() ROOF PANEL ROOF FASTENER (B) � LONGSPAN LSP #14X7 8' p12X1 1 4' LONGSPAN LSP #IZX1 1/4- - - _ 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER SAFETY wRIEFAURK■a LOC-SEAM (LOG) #14XI'- �14X1• LOC-SEAM (LOG) A14X 1' SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT MORTERS SHOULD ALWAYS WEAR �1+ WHEN INSTALUNG THE CORNER BOXES. PERMANENTLY ATTACH GUYiES WHEN HMNDL.•IG METAL BUND RIVET WALL FASTENER STANDING SEAM (S2P, S3P) #14X1' #14XT STANDING SEAM (S2P, S3P) w14X1- - - suRFACES ON SHARP EDGES. RAKE SUPPORT FLASHING BLI REQUIRED) (3 REO'OJ THE RAKE AFTER CORNER BOXES ARE INSTALLED. RSF-I 1/8 RIVET #14 STITCH STANDARD GUTTER DETAIL WITH GUTTER CV ATTACHMENT EA01 FLANGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT EA02 CORNER CAP BOX INSTALLATION RA04 RAKE CAP INSTALLATION RA03_ AA AA AA LOC-SEAM ROOF - GA ROOF FASTENER SUP ANGLE CLIP BLIND RIVETS t - NOT TO PASS 1 PER PURLIN LOCATION THROUGH PURLIN CL-21 LOC-SEAM PANEL - (T/YP)RN� - 1 I UNIVERSAL RAKE TRIM #14XI -- ROOF FASTENER T I _ TR1-15.2 6" O.C. _- _ (SEE FASTENER LAYOUT. IN _ - r_- ETAIL EA26/GA) T APE MASTIC RAKE FLASHING ROOF FASTENER T - #14 X 1 I 3/4 TM _ TR1-15.2 ®14X1 a STANDING SEAM _-_- _- I �.�-Wr�' '! ':`::�'�" APPLY CAULK .. _ 44h do LOC-SEAM L_ - ....... .:..:..:. All AROUND 14 STITCH - LONGSPAN P' r'�' � T -MASTIC I - - 7, 1/40 BEADS ROOF PANEL - - _ ...a 1'-IY O.C. i--� 3 4 TM - _ ` EAVE CLOSURE FLASHING �� .r??i:?':......�.,�i:�:?it'C ```''` G� � ----------- - -- - i ■ ...� _ _ F • EAVE CLOSURE FLASHING i FSE_1 r- .�{.. `-."�..,?;.' - - ----- ------------ -- 4 i FEC-• ' ■ '•� DO�.NOT STEP ONPRE— PANELS VN711, L t L�4` s> - - - STRUCTURAL FASTENER DELUX i • - FULLY SECURED Yrtf1N FASTENERS ('1 J S` . �. FLASPED- �'I } ( .� sr'�`.�` 2 PER CUP \\ #12XI 1/4 SOHH C\': WALL-FASTENER `1 p - RAKE SUPPORT ANGLE - -II �12 X 1 1/4 SDHCW 1 Tom' 49 - - RSA_1 - GABLE ANGLE .. -------- i' 0' O.C. STRUCTURALFASTENER CA-1 EAVE STRUT _ BLIND RIVET /i 6" STRUCTURAL FASTENER ... 2 PER PURUN 4/(BRIO #12 X 1 1/4 SDHH #12X1 1/4 SDHH WALL FASTENER - 1'-0' O.C. - #14 SDHCW STITCH 1-O' O.C. _ RAKE ENDCAP PURLIN FLASHING TREC� FSJ1-LENGTH PART A RAKE ENOCAP - WALL PANEL NOT SHOWN NOTE:HORIZONTAL'LEG OF FLANGE BACK GUTTER IS INSTALLED TREC_ FOR CLARITY BETWEEN THE MASTIC AND THE EAVE TRIM. PART'Er DELUXE EAVE FLASHING INSTALLATION EA03 SECTION AT EAVE. EA04 RAKE ENDCAP INSTALLATION ' RA70 RAKE DETAIL RA05 AA LOC-SEAM ROOF OPEN SIOEWALL - GF LEFT HAND SHOWN AA EXPANDED VIEW OF RAKE CONNECTION - AA SCALE: DATE 4 REVISED RA02AD, RA03GA, RA70AA TAC THG 10-99 -.3. REMOVED EAO6GA ADDED RA70M YMl TMr+ 7-99 DRAWN BY: THG 'LOG—SEAM ROOF PANEL E1mAULL v; .uBWA 2 REVISED EAOZAA, EAOIAA RA04AA MCS THG 5-99 CHECKED BY: - BW BASIC ERECTION 1 UNIVERSAL RAKE REVISIONS TBC THG- 1I-98 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION MADE CK'D. DATE NO. .REVISION - 12-1-97 NUMBER LOG-4.O 4 MADE CK'D. .DATE NO, - REVISION MADE CK'D. DATE ISSUED: ROOF FASTENER TAPE MASTIC TAPE MASTIC._. 7/4 TM ROOF FASTENER 3/4 TM FIELD BEND LOC-SEAM OUTSIDE O-ar ROOF FASTENER 0-ir ROOF FASTENER KNUCKLE AT :} i METAL KNUCKLE 0'-8" O.C. 0'-8" O.C. 5 PER PANEL MID-POINT 5 PER PANEL) ( ) i lPK-° GUTTER SEAL BRING CAULKING DOWN RIVET LOCATIONS 14X1 TAXI .. i I CAULKING BACKSIDE AND DOWN _ HIGHSIDE FLASHING TAPE MASTIC HIGHSIDE FLASHING TAPE MASTIC ' _ IOC-SEAM INSIDE - GTS THE FEMALE RIB - THG-- 15.2 2 TM THG- 15.2 2 TM i y MEKAUP -' KNUCKLE - SECTION PANEL CLIP PANEL CLIP i ' - A BLIND RIVET LOC-SEAM PANEL LOC-SEAM PANEL 1/8 RIVET RIDGE CLOSURE RCZ-1 RIDGE CLOSURE � ZEE ZEE RCZ-1 • ' THERMAL SPACER TB-2 OR TB-3 5" FIELD CUT MALE AND I i `RLT�lD RIVET ,; ' - ii '�a FEMALE RIBS AT THE WALL FASTENER ` WALL FASTENER REQUIRED LOCATION g tom, ,y.�-` g12X1 1/4 S } } #12X1 1/4 SOHBIYG' ., -1., Qg-SEAM PANEL 1'-0" O.C. t\a` 1'-0" O.C. t _ LOC-SEAM INSIDE`` �`+ CONTINUOUS)LOC BLIND RIVET 1V ~ -� - (CONTINUOUS) METAL KNUCKLE0. ( (�A 1 1/8 RIVE WALL FASTENER WALL FASTENER UTTER �"1t` #14 SDHCW STITCH #14 SDHCW STITCH - • '-0' O.C. "-CAULKING 1'-O' O.C. 1 ,. STRUCTURAL FASTENER - CIS LOC-SEAM INSIDE 2 PER CLIP 12 X 1 1/4 SDHH STRUCTURAL FASTENER METAL KNUCKLE OUTSIDE CLOSURE OUTSIDE CLOSURE 2 PER CUP LPK-1 HIGHSIDE EAVE STRUT _ #12 X 1 1/4 SDHH WALL PANEL WALL PANEL STEP 3 METASEAM OUTSIDE ' HIGHSIDE EAVE STRUT � METAL KNUCKLE STEP 1 STEP_-2 _ LPK-0 STEP 4 . HIGHSIDE EAVE FLASHING ATTACHMENT EA05 HIGHSIDE EAVE FLASHING ATTACHMENT EA05C ROOF TO WALL TRANSITION AT EAVE EA30 ROOF TO WALL TRANSITION AT EAVE EA31 LOC-SEAM ROOF /ARCHITECTURAL OR LONGSPAN WALLS GB LOC-SEAM ROOF W/THERMAL SPACERS GB LOC-SEAM ARCHITECTURAL OR LONGSPAN WALLS GA lOC-SEAM GA SEAL WALL PANEL SIDELAPS WITH 3/4' STOP INSULATION SEAL WALL PANEL SIDELAPS WITH 3/4' STOP INSULATION SEAL WALL PANEL SIDELAPS WITH 3/4" TAPE NOTE: FIELD NOTCH AND BEND MINI BRAKE AVAIUBLE IN 16' AND 1Y" TAPE MASTIC DURING INSTALLATION. START ABOVE CLOSURE TAPE MASTIC DURING INSTALLATION. START ABOVE CLOSURE MASTIC DURING INSTALLATION. START MASTIC ROOF TO WALL FLASHING MASTIC AT CLOSURE AND CONTINUE UP MASTIC AT CLOSURE AND CONTINUE UP WALL FASTENER AT CLOSURE AND CONTINUE UP SIDELAP 36". TO CREATE ENDCAP. MODELS FROM CONSTRUCTION SYS. CO. WALL FASTENER SIDELAP 36'. INC.J EAGLE ROOF CURBS. AT SIDELAP 3G. - - - - - #12X1 1/4 SDHCW---- ------------'- - - #12X1 1/4 SDHCW 630 916-8855. 1'-0" D.C. IDE CLOSURE WITH 3 4" TAPE 1'-o" O.C. INSIDE CLOSURE WITH BOTH TAPE INSIDE CLOSURE WITH 3/4" TAPE MASTIC WALL PANEL MASTIC APPLIED TO BOTH SIDES. TIC APPLIED TO BOTHSIDES. APPLIED i0 BOTH SIDES OF CLOSURE. CABLE ANGLE ROOF FASTENER WALL MAIN FASTENER(S) ROOF FASTENER TAXI GA-4 --• )I14X1 0 - _ °�-DO NOT FASTEN THROUGH 0'-8" O.C. GABLE ANGLE °•-� 0-C: ROOF TO WALL FLASHING f IA94�LE RIBER FEMALE RIB - GA-4 GIRT TRW-15.2 ROOF TO WAIL FLASHING ROOF TO WALL FLASHING GIRT ROOF TO WALL FLASHING 2%1 1/4 SOHCW ROOF SHEETS RI FT i FRW-1 or FRW-4 O 1'-0" O.C. FRW-1 or FRW-4 DO NOT ATTACHTO NPURUNS 4 1 2" NOTE: g s• r _ INSIDE CLOSURE PANEL CLIP —INSIDE CLOSURE PLAC CLAMPS NO MORE THAN CUR. _ 14x1 SDRF 2 1�2" FROM HINGE i i 0'-6" O.C. ' RUCTURAL FASTENER WALL INSULATION SHOULD STRUCTURAL FASTENER ST • +. /j 7 12X1 1 S H { - -- STOP ABOVE CLOSURE TAPE �_ #12X1 1/4 SDHH -w-Yti`. TAPE / t l SIMPLE TO USE.... MASTIC 1'-0" O.C. -MASTIC f •:L 1'-0' O.C. i }_ ;E 'y 00 N T ATTACH NEW PANEL TO CUPS LOC-SEAM 3/4 TM LOC-SEAM 3/ TM ,,i ,� ROOF PANEL GABLE ANGLE BEFORE BENDING. FITS OVER L FITS OVER PANEL - WALL FASTENER PANEL y, • WALL FASTENER 2 1/!��,�? GA-4 CUT THE RIBS OF THE PANEL AT THE FOLD MALE RI FEMALE RIB ' �12X1 1/4 SDHCW PURLIN ' LINE, ATTACH THE"MANSARD MINI BRAKE" PANEL CLIP #12X1 1/4 SDHCW THERMAL SPACER 3 1/Y I'-0' O.C. WITH "C• CLAMP VISE GRIPS (NOT SUPPLIED) 3 1/2" 1'-0" O.C. TB-2 OR TB-3 ------------ ------ -- - - - ---- FIELD TRIM PANEL AND WITH THE JOINT OF THE UNIT AT THE CUT WALL PANEL BEND UP IF REQUIRED LINE. PUSH THE LOWER SECTION OF THE UNIT WALL PANEL RIDGE CLOSURE ZEE - DOWN TO 10 DEGREES MORE THAN THE ANGLE OF RIDGE CLOSURE ZEE RCZ-1 THE MANSARD. THIS ALLOWS FOR THE SPRING OF - PURLIN RCZ-1 ROOF FASTENER THE ROOF PANEL. PLACE PANEL IN POSITION AND ROOF FASTENER (5 PER PANEL) - PURLIN �1 ATTACH PANEL CLIP APPROX. � DOWN FROM PANEL MUST BE 5 PER PANEL) � TAXI � - - RAKE SUPPORT ANGLE FOLD SE LINE ON FACE SE O�F MANSARD.y�FASTEN THE CUT THRU 14X1 TAPE MASTIC MASTIC 3/4 X 3/16 CONTINUOUS RSA-I LM°AWNSARO°MINI BRAKE"Pk MLOVEETO THEHNEXi RADIUS BEND TAPE MASTIC 2 TM 3/a TMROOF STITCH FASTENER(S) PANEL. (2) STRUCTURAL FASTENER (IYP.) 2 TM (2) STRUCTURAL FASTENERS (TYP-) DO NOT ATTACH TO PURUNS AUX. RAKE FLASHING STRUCTURAL ER PURLIN FASTENER(S) (/12X1 1/4 SDHH - #12XI 1/4 SDHH #14 X I SORF I.ARF_I #12XI1/4 SDHH ROOF TO WALL TRANSITION AT MINI—BRAKE- EA32 ROOF TO WALL TRANSITION AT HIGH SIDE EA1 t ROOF TO WALL TRANSITION AT HIGH SIDE EA1 1 C 2'-0" O.C. 1'-0" D.C. GA LOC-SEAM ROOF /ARCHITECTURAL OR LONGSPAN WALLS GB LOC-SEAM ROOF W/THERMAL SPACERS GB ROOF TO WALL TRANSITION AT GABLE RA30 ARCHITECTURAL OR LONGSPAN WALLS ARCHITECTURAL OR LONGSPAN WALLS AB NOTE: FIELD NOTCH AND BEND ROOF TO SEAL WALL PANEL SIDELAPS WITH 3/4' TAPE WALL FLASHING TO CREATE ENDCAP. #14 ROOF SCREW MASTIC DURING INSTALLATION. START MASTIC UPPER ROOF TO WALL FLASHING ROOF FASTENER AT CLOSURE AND CONTINUE UP SIDELAP 36r. WALL MAIN FASTENER FLEXIBLE FLASHING S) - #14 STITCH FLEXIBL 0 If1SIDE CLOSURE TAPE .MASTIC EXISTING ROOF INSIDE CLOSURE WITH 3/4" TAPE MASTIC 00 NOT FASTEN THROUGH ) PIECE'ErTAPE MASTIC S O.C. (STANDING SEAM, PANEL APPLIED TO BOTH SIDES OF CLOSURE. WALL PANEL ROOF TO WALL FLASHING 3/4 TM ONGSPAN) -------ROOF STITCH FASTENER(S) ___ DO NOT ATTACH TO PURUNS "- #14 X 1 SDRF I , LOWER ROOF TO WALL FLASHING ,• .� ---_ _ � I• TAPE MASTIC SAVE CLOSURE I' SPECIAL ROOF TO I= 2'-0" O.C. BACKUP FLASHING I _ _- _ TAPE MASTIC SEAL I I I, CONTINUOUS UNDER WALL FLASHING i FLASHING 609 mm O.C. FES-0.4 PIECE"A" L ill UNDER RIDGE (LASHING FLEXIBLE FLASHING FEC-• TM ROOF TO WALL FLASHING I ' I _ j 3/4 TMU, I - 3/4 _ ROOF FASTENER i TRW-15.2 ROOF FASTENER - ALL INSULATIO - - 1 3 y - ' #1 OSTTCH - i _ I DO NOT ATTACH TO PURUNS 4 I/2- SHOULD STOP _ - -" #14x1 SDRF ABOVE CLOSURE - i - ROOF FASTENER �1j- i FLASHING SUPPORT O.C. \ C, -gta PER PANEL) � �} } . ROOF PANEL -- -- �ABl4E ANGLE 3%a TMASTIC 3 i RI�E FLASHING FSE-1 TIC _ AUX. RAKE FLASHING _ - - -"" -' ... TAPE MASTIC 2 1`8" . t, LARF-1 FIELD TRIM - ROOF1 O WALL FLASHING,... .---. - .. 3/4 TM ` PANEL AND KENO UP IF _.__. .. _-..._ FIELD NOTCH AND BEND _ I THERMAL SPACER REQUIRED .ALL ROOF PANELS #14 ROOF FASTENER... ROOF TO WAIL FLASHING - I i T (TYPICAL) AS REQUIRED LOC-SEAM PANEL TB RAKE SUPPORT ROOF FASTENER LOC SEAM PANEL RIDGE'CLOSURE ZEE 2 TM1C EAVE STRUT PURLIN ANGLE HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE'B• OVER 14 STITCH RCZ-1 RSA-1 PIECE-A. PRE-DRILL THE REQUIRED NUMBER OF 1/4"0 HOLES THROUGH BOTH PIECES OF t4) REQUIRED ROOF TO WALL FLASHING BUT NOT BACKUP FLASHING.. SLIDE PIECE"B„ BACK AND APPLY - 1/4 0 CAULK - MASTIC 3/4 X 3/16 CONTINUOUS STRUCTURAL FASTENER(S) TAPE MASTIC AND BACKUP FLASHING ON PIECE"A AS SHOWN. LAP PIECE "B" OVER PIECE ALL AROUND RIDGE CLOSURE ZEE 3/4 TM 2 PER PURUN A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF.FASTENERS AS SHOWN. CONTINUE NOTE: ONLY ONE SIDE OF RIDGE SHOWN FOR CLARITY GTS RCZ-1 812XI 1/4 SDHH PROCESS ALONG ROOF TO WALL CONDITION. ROOF T0.'.WALL TRANSITION AT GABLE '_� °C. RA30C EXPANSION JOINT AT ROOF TO WALL FLASHING RC35_ RIDGE EXPANSION DETAIL AT ROOF TO WALL TRANSITION RA32 ROOF TO WALL TRANSITION AT EXISTING EAVE _ _ EA06_ W/THERM)(L",SPACERS "' AB AA LOC-SEAM ROOF PANEL '^ GA IOC-SEAM ROOF /ARCHITECTURAL OR LONGSPAN WALLS GA" ARCHITECTURAL OR LONGSPAN PANEL WALLS - - 5 ADDED EA06GA YML THG 7-99 SCALE: DATE 4 ADDED RA32GA YML THG 4-99 3 REVISED RA30AB AND RA30CAB, ADDED RC35AA MCS THG 1-99 DRAWN BY: THG LOC—SEAM ROOF PANEL 6�AUfA 2 UNIVERSAL RAKE, EAVE TRIM REVISIONS CKJ THG 11-98 CHECKED BY: .BLJ BASIC ERECTION 6 REVISED RA3OAB AND RA30CAB TAC THG 3-00 1 REVISED EA31GA TBG THG 2-98 DESIGN APP'D BY: REV. DRAWING LOC-5:0 NO. REVISION MADE CK'D. DATE N0. REVISION MADE. CK'D. -DATE NO. - REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER 6 VALLEY FLASHING (FIELD MITER)SVF-1 RIDGE FLASHING RIDGE CLOSURE ZEE - SLOPE - - - LOC-SEAM PANEL MASTIC TO MASTIC ROOF FASTENER LSRF-• RCZ-1 HIP/VALLEY TRIM (TYP. U.N.) CONTACT MUST BE #14X1 LHVT-1 MADE TO FORM A B• O.C. CAULK - TAPE MASTIC (CONTINUOUS - LSRF-(W/ ENDCAP) CONTINUOUS SEAL- 20.32 cm D.C. GTS ALONG TOP OF CLOSURE ZEE) LSRF- - CRITICAL 3/4 TM I (TYP AT RIDGE) �. SLOPE - PURLIN VALLEY ALl LL FLASHING `" ` ����'"� - �- uz (TYPICAL) -:;i ```��`� TAPE MASTIC TYP, ii�• gg APPLY URETHANE CAULK SyF_ SVF- ROOF FASTENER `�, ALONG SAVE UNDER (FIELD MITER ASd i w w 9 FORM FONT. SEAL (6 PER PANEL FLAT �:,�� LOC-SEAM PANEL u u (TYP. U.N. CRITICAL ' TYP. o SVF-1) \- 3/4TIA ) REO'D. -TYP.) •„ M• '/ a #14XI M M•- MAS 16r _ CONT.36TYP. BOTr ' �. VALLEY FLASHING / SIDES U.N.)-2 ` � FIELD FABRICATE END PLUG, INSTALL VALLEY FLASHING - (FIELD MITER) SVF-1 - RAFTER OR & CAULK TO FORM WEATHER SEAL .' PURLIN SUPPORT LSRFH- S PE 4. - (FIELD MITER) 2; _ - ROOF FASTENER (6 PER �{ TAPE MASTIC ABOVE AND �-1 - PANEL FLAT AT VALLEY / (TYP. U.N.) BELOW VALLEY FLASHING . . FLASHING - TYP. U.N.) HVPC-1lR B LEGEND: n - ® SAVE - CRITICAL ROOF FASTENER (TYP. BOTH i 4X1 3/4 VE SIDES OF RIDGE FLASHING) - # MID.) DETAIL j #1ax1 _ ROOF FASTENER - ErO.C. TAPE MASTIC (CONTINUOUS B = HV02/GA (5 PER PANEL FLAT - 20.32 cm O.C. ALONG PANEL UNDERSIDE / C HV03/GA TYP. ALONG EAVE) GUTTER OR DELUXE EAVE HIP RIDGE AT VALLEY FLASHING-TYP.) #14X1 FIELD MITER AND FIELD FLASHING. '27M D HVO4/GA - (ADAPT IT REND.) ILASHIN rt SEE FN73/AA E HVOS/GA LOC-SEAM PANEL - OF (TYP. U.N.) HIP RAFTER -- HIP AND VALLEY DETAILS KEY PLAN HVOA VALLEY DETAIL AT EAVE FHVO1 HIP AND VALLEY DETAIL AT RIDGE _ _ HVO4 ROOF FRAMING PLAN AT HIP HV14 LOC-SEAM ROOF GA_ LOC-SEAM ROOF I GA LOC-SEAM ROOF GA - AA NOTES. ROOF FASTENER (TYP.) g14X1 CAULK HIP/VALLEY TRIM PURLIN CLIP 1. REVIEW ALL HIP AND VALLEY DETAILS AS WELL AS ALL - .. __- _----- --- _-- __-..8"_O.C. (AT LAPS) LHVT-1 HVPC-1 L&R _-- STANDARD ERECTIONS DRAWINGS. - 20.32 cm O.C. VALLEY FLASHING GTS FIELD ADAPT RIDGE (SEE NOTE BELOW) LOC-SEAM PANEL (FIELD MITER ANO CLOSURE ZEE (INSTALL 2. FIELD CUT AND ADAPT PANELS AND PURLIN$ AS - _ �• - FIELD CAULK AS AND CAULK AS REO'D. ` REQUIRED) SVF-1 TO FORM WEATHERTIGHT REQUIRED FOR ATTACHMENT AT VALLEY BEAM JUNCTION. �� ``� i $ SEAL. HVPC-1 L&R STRUCTURAL FASTENER LOC-SEAM PANEL S. (SEE NOTE BELOW) #12X1 1/4 SOHH 3. IF ALUMINUM COATED ROOF PANELS ARE REQUIRED, ' n - (FIELD MITER AS IN (2 AT EACH PURLIN) ��t` ` ` SLOPE r n n' RIDGE FLASHING I"a.. REO'D. -TYP.) ALL PANEL ENDI.APS AND AREAS OF FIELD APPLIED MASTIC (FIELD MITER) �� ` --_ TAPE MASTIC (CONTINUOUS SHOULD BE WIPED CLEAN WITH A MILD ALL PURPOSE LSRF-• ^ •� APPLY URETHANE CAULK �. ALONG TOP OF CLOSURE ZEE - ROOF FASTENER #14X1 TO FORM CONTINUOUS SEAL u i ` ttP. BOTH SIDES 3/4 TM DETERGENT CLEANER BEFORE MASTIC INSTALLATION. - _- y�� `� - (5 PER PANEL TYP. AT INTERSECTION OF ALL _ w x : !. ) / ---- ----- -- --------- THIS WILL INSURE A GOOD SEALING SURFACE AND ALONG EAVE ) RIDGE CLOSURE ZEES IMPROVE WEATHER TIGHTNESS. - RIDGE CLOSURE ZEE '� �� n m.I � AND PANEL RIDGE ENDS _ RCZ-1 W tT (TYP. BOTH SIDES). -SCOPE SLOPE 4. DUE TO THE MANY.VARIATIONS OF HIP AND VALLEY CONDITIONS, THE DETAILS RIDGE CLOSURE ZEE FLASHING p 4�`t. SHOWN ARE FOR REFERENCE ONLY. ALL HIP AND VALLEY FLASHING CONNECTIONS RCZF-1 N `;w -- TAPE MASTIC 3/4 TM VALLEY FLASHING I VALLEY FLASHING ARE TO BE FIELD WORKED. USE URETHANE CAULK AT FLASHING LAPS AND TO FILL SEE DETAIL RC32/GA `��� (TYP. ALONG EAVE) (FIELD MITER) - (FIELD MITER) SVF-1 - 45, SMALL VOIDS. FIELD TRIM AND MITER ROOF PANELS WHERE REQUIRED. i� , < lOC-SEAM PANEL ��`2 SVF-1 ROOF FASTENER (6 PER •'�� (TYP. U.N.) ROOF FASTENER P. BOTH PANEL FLAT AT VALLEY P. 1 5. FOR ADDITIONAL INFORMATION ON HIP AND VALLEY CONDITIONS, SEE SHEET SSG-9. � FLASHING - TYP. ® SLOPE PURUN -. SIDES OF RIDGE FLASHING - (TYP.) 6. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER ENDCAP (FIELD FABRICATE. #14Xt CUT PANELS) 8 FROM RCZ-1 AS REQUIRED) 6" O.C. #14X1 CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. � RIDGE CLOSURE NOTE: 20.32 cm O.C. - - HIP RAFTER WILL THE PAINTED FINISH I � - TAP MASTIC CONTINUOUS E THESE METHODS lL DAMAGE E AIN ED AND GALVAIUME F N SH AND VOID ANY TAPE MASTIC 3/4 TM ZEE RCZ-t E ( FIELD wEIA cups WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES (TYP. ALONG EAVE) HIP RIDGE FLASHING ALONG PANEL UNDERSIDE - - HVPC-1L AND HVPC-tR TO WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. LSRFH-• AT VALLEY FLASHING-TYP.) PURUNS AND HIP RAFTER GUTTER OR DELUXE EAVE. 2 TM AS SHOWN. 7. THINK SAFETY. TRIM (FIELD MITER AND - - - FIELD ADAPT AS REO'DJ _ VALLEY DETAILS GENERAL NOTES HV90 HIP DETAIL AT EAVE HV02 VALLEY DETAIL AT RIDGE HV05 SECTION THROUGH HIP AT FRAMING HV13 AA LOC-SEAM ROOF GA LOC-SEAM ROOF GA AA VALLEY FLASHING - - RAFTER OR PURUN (FIELD MITER) HIP/VALLEY TRIM PURLIN CLIP ROOF FASTENER SUPPORT (TYP. U.N.) - ROOF FASTENER LHVT-1 - HVPC-1R #14X1 HIP/VALLEY TRIM 6 PER PANEL FIAT- TAPE MASTIC (CONTINUOUS ALONG PANEL (SEE NOTE BELOW) - 4' O.C. ( UNDERSIDE AT VALLEY FLASHING - TYPICAL) 10.16 cm D.C. LFMT-1 TYP. B.S. AT VALLEY - I (NOTE:'FASTENER MUST PENETRATE FLASHING) #14X1 2 LOC-SEAM PANEL (TYP.) �� - STRUCTURAL FASTENER LOC-SEAM PANEL I 2- X 3/1ir MASTIC UNDER PANEL TO J ROOF FASTENER HVPC-1L 2 AT EACH PURLIN - I INSURE WEATHER TIGHTNESS) Y M( BOTH SIDES AT .(SEE NOTE BELOW) #12X1 1/4 SDHH - i ALL S RIDGE FLASHING) 9' i q i LOG- EAM PANEL o SEE HV12/AA #14Xt ., -� I .f' VALLEY FLASHING a` S' O.C. J � S/F-1 20.32 cm IDMITER)HVPC-iR RIDGE FLASHING SRF • ALONG TOP O(TrP•) TAPE MAS - OF CLOSURE ` RIDGE CLOSURE ZEE RCZ-t 3/4 TM �� �. VALLEY (LASHING (FIELD } FLASHING MITER AS REO'D. HERE) - I PURUN RIDGE 4 RDA. SVF-1 (FIELD MITER). LOPE (TYPICAL) • LSRF / o PURLIN A - # TYP. I (TYP.) iY�UP CRIB URETHANE-CAULK - ROOF FASTENER e VALLEY BEAM -"' "-- - CTS (TYP. BOTH SIDES OF (SSCK-1) yAdII M PA #14X1 HIP RIDGE FLASHING) 3/6" BEAD CAULK, VERTICALLY LOC-SEANEL NOTE: �00 - UP & OVER MALE RIB, DIAGONALLY CL (TYP. U.N.) g' D.C. FIELD WELD PURLIN IN CLIPS' UP & OVER MALE RIB AND AT PANEL OF HIP.RIDGE FLASHING 20.32 cm O.C. HVPC-1L AND HVPC-1R TO BASE HVPC-1L LSRFH-• - - TAPE MASTIC (CONTINUOUS PURLINS AND VALLEY BEAM 3/tG x Y MASTIC - VALLEY BEAM (TYP.) - ALONG TOP OF CLOSURE ZEE) AS SHOWN. 3/4 TM ROOF FRAMING PLAN AT VALLEY. HVO1 HIP AND VALLEY DETAIL AT RIDGE HV03 SECTION THROUGH VALLEY AT FRAMING HV12 SIDELAP CAULKING DETAIL AT VALLEY HV15 AA LOC-SEMI ROOF GQ LOC-SEAM ROOF - GA . SCALE: DATE DRAWN BY: LOC-SEAM ROOF PANEL aweuu CHECKED BY: •HIP AND'"'VALLEY DETAILS REV.NO. DESIGN APP'D BY: DRAWING- LOC—$.D p NO. - REVISION MADE CICD. DATE NO. REVISION MADE CK•D. DATE NO. REVISION MADE CK'D. DATE ISSUED: - 12-1-97 NUMBER VALLEY FLASHING RIDGE-CLOSURE- - - SVF-1 (TYPICAL) RCZ-1. ROOF FASTENER LOC-SEAM ROOF (6 PER PANEL AT PANEL (TYP. U.N.) VALLEY FLASHING) 4'MIN. A 14%1 Ir MAX. + TAPE MASTIC (CONTINUOUS - ALONG PANEL UNDERSIDE AT VALLEY FLASHING-TYP.) LOC SEAM t PANEL (TYP.) 2 TM RIDGE CLOSURE (TYPICAL) RCZ-1 -- --- v.' fir. i STRUCTURAL F ENER � r a, r i TAPE MASTIC (CONTINUOUS ALONG TOP OF VREO'D. PER PURLIN) .I RIDGE...I' PURUN TYP. BOTH S DES)SURE EE 3/4 ZTM 2X1 1/4SDHH HIP/VALLEY TRIM (TYP.) LS F FLASHING _ LHVT-1 ROOF FASTENER (TYP. BOTH - INSULATION SPACER STRIP SIDES OF RIDGE FLASHING) - (TYPICAL AT EACH PURUN, g14X1 - ATTACH W/SPRAY ADHESIVE) NOTE: LOC-SEAM ROOF B' O.C. FS-1 OR FS-2 VALLEY BEAM AND CLIPS - .PANEL (TYP. U.N.) 20.32 cm O.C. NOT SHOWN FOR CLARITY. VALLEY FLASHING DETAIL HV06 PANEL DETAIL AT HIP HV09 LOC-SEAM ROOF GA LOC-SEAM ROOF GA PURUNS i EAVE STRUT INSULATION .. .:. _ LOC-SEAM PANEL USE APPROVED TIEN OrLS rF'S.NETTING (TYP. U.N.) EAVE TRIM SSUUR ACES. w woawNo oN kOOF GABLE ANGLE NOTE:WALL PANELS OMITTED t GA-1 FOR CLARITY. - STRING LINE INSTALLATION OF THE.FIRST PANEL BEGINS BYePURUN (PT PANEL CLIP LALL FASTENING PANEL CUPS AT EACH PURUNCUP TYPES) '1 (EXCLUDING THE EAVE STRUT) ALONG THE RAKE . BEFORE ATTACHMENT. BE SURE SLIDING PORTION -- VALLEY FLASHING --:r"'r OF CLIP IS CENTERED ON THE CUP BASE. ESTABLISH - SYF-1 A STRAIGHT LINE BY PULLING A STRING OR THINTRING UNE - __ WIRE FROM THE EAVE STRUT TO THE RIDGE ALONG THE OUTSIDE EDGE OF THE GABLE ANGLE ON BOTH SIDES OF THE BUILDING. THE LINE SHOULD BE AS - CLOSE TO THE EDGE OF THE BUILDING AS - - POSSIBLE WITHOUT"OVERHANGING THE EDGE OFTION OMITTED ROOF FASTENER (6 PER THE GABLE ANGLE. MEASURE THE DISTANCE OFLARITY.PANEL FIAT AT VALLEY LOC-SEAM PANEL THE STRING LINE FROM CENTERLINE OF THE FRAME FLASHING - TYP. U.N.) (TYP. U.N.) ON BOTH SIDES OF THE RIDGE TO VERIFY EQUALLE ANGLE OTE: g14%1 DISTANCES. SET CLIPS FLUSH TO THE STRING LINE AN ,, 1 FASTENERS MUST TAPE MASTIC (CONTINUOUS SECURE TO PURLIN WITH TWO FASTENERS. THE IMPORTANCE - PENETRATE MASTIC. ALONG PANEL UNDERSIDE OF HAVING A STRAIGHT AND SQUARE FIRST PANEL RUN MUST - NOT BE OVERLOOKED AS IT WILL DETERMINE THE COURSE OF AT VALLEY FLASHING-TYP.) FUTURE PANELS. - 2 TM PANEL DETAIL AT VALLEY HV07 CLIP INSTALLATION ALONG RAKE RC10 LOC-SEAM ROOF GA LOC-SEAM IGA OUTSIDE METAL CLOSURE WITH SEAM CLOSURE SC-0 ROOF FASTENER - - (CAULK AS SHOWN IN DETAIL RC34/SA) #14X1 ROOF FASTENER ROOF FASTENER g' O.C. (6 PER PANEL #1 O.C. 20.32 em O.C. FLAT AT ZE) 1 XOSURE RIDGE FLASHING _ 15.24 cm O.C. RIDGE FLASHING TAPE MASTIC (CONTINUOUS \` STANDING SEAM LSRF-• i ALONG PANEL UNDERSIDE - TAPE MASTIC ROOF PANEL (TYP) r r AT RIDGE CLOSURE ZEE) - - - 3/4 TM � 2 TM - _ ` TAPE MASTIC - - ----- -------------- "!' - (CONTINUOUS ----- ,• T ALONG TOP' OF CLOSURE y ZEE)3/4 TM - - - i r I' RIDGE CLOSURE - -------------- .. .. - - r LOC-SEAM ZEE RCZ-1 I - . r 1 PANEL (TYP.) ... _ ... HIP ALLEY TRIM r �/} i .RIDGE SUPPORT FLASHING TYP. LHVT 1 i L STRUCTURAL FASTENER _ _ r 2 REO'D. PER PURLIN _ r. - r PURUN ) _ ----'----1=--`=- 14X1-ROOF�FASTENER - - 1 �- - 1 --�.• - RJF-1 ., °� �. .: :. _ - �12X1 1/4 SDHH �4 PER CLOSURE-TYP.) r - - - - NOTE ROOF FASTENER i INSULATION SPACER STRIP - HIP RAFTER, PURUN AND CUPS Q14X1 (TYPICAL AT EACH PURLIN, NOT SHOWN FOR CLARITY. 2'-0' O.C. - ATTACH W/SPRAY ADHESIVE) - 60.96 cm O.C. NOTE: FS-1 OR FS-2 VALLEY BEAM AND CUPS -NOT SHOWN FOR CLARITY. .. HIP FLASHING DETAIL fHV08 RIDGE CLOSURE ZEE DETAIL AT HIP FHV11 STANDING.SEAM ROOF SA LOC-SEAM ROOF - - GA SCALE: DATE DRATIN BY. BUPAULI 1IABAIIA LOC-SEAM ROOF PANEL CHECKED BY:- HIP AND VALLEY DETAILS DESIGN APP'D BY: DRAWING REV.NO. - 12r1-97 NUMBER LOC-9.0 Q NO. REVISION MADE CK'D. DATE N0, REVISION . MADE CK'D. DATE N0. � REVISION MADE CK'D. PATE IS$11RD: _ SAVE SUPPORT FLASHING EAVE SUPPORT FLASHING EAVE SUPPORT FLASHING _ SAVE SUPPORT FLASHING FSE-1T FSE-1T FSE-t FSE-1 STRUCTURAL FASTENER STRUCTURAL FASTENER STRUCTURAL FASTENER STRUCTURAL FASTENER N12X1 1/4 SDHH N12X1 1/4 SDHH #12X1 1/4 SDHH fI-T 1 SDHH 1'-0' O.C. 1'-0",O.C. _ 1'-0" O.C. 1'-0' O.C.C. , i 1 1/2' 3 3 11 t' STANDARD EAVE CONDITION >� STANDARD EAVE CONDITION -' - - THERMAL SPACER EAVE CONDITION _THERMAL SPACER EAVE CONDITION WITH LONGSPAN OR ARCHITECTURAL II WALL PANELS WITH SHADOW PANELS WITH LONGSPAN OR ARCHITECTURAL 11 WALL PANELS WITH SHADOW PANELS (STANDING SEAM II, STANDING SEAM 360 (STANDING SEAM II, STANDING SEAM 360 (STANDING SEAM II, STANDING SEAM 360, LONGSPAN (STANDING SEAM II, STANDING SEAM 360. LONGSPAN OR LOC-SEAM ROOF PANELS) OR LOC-SEAM ROOF PANELS) OR LOC-SEAM ROOF PANELS) - _ OR LOC-SEAM ROOF PANELS) - ROOF PANEL INSTRUCTIONS EAVE CLOSURE FLASHING 1. PRIOR TO SHEETING THE ROOF OR WALL. THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 1 a WALL FASTENER 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE #14 SDHCW STITCH SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN I-0' O.C. ENOWAII COLUMNS AND $IDEWALL COLUMNS AND SHOULD REMAIN �12X1 1/4 STHCW BLANKET INSULATION WALL FASTENER IN PLACE UNTIL ALL WAIL SHEETS ARE INSTALLED. WALL PANEL _ OUTSIDE.PANEL CLOSURE - 3. PLACE THE EAVE SUPPORT FLASHING (FSE-1 AND FSE- 1T) ON THE EAVE STRUT, LEAVING A 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INSIDE OF THE SAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE i 1/T OPENING WILL ACCOMMODATE LONGSPAN OR ARCHITECTURAL 11 WALL PANELS. AN - OPENING OF 3 1/6' MUST BE MAINTAINED FOR SHADOW PANELS.- - - - SECURE THE EAVE SUPPORT FLASHING WITH #12 X 1 1/4 SELF DRILL _ FASTENERS LOCATED 1'-0' O.C. THESE ARE PERMANENT FASTENERS • AND MUST BE INSTALLED.' REMOVE ANY SPACERS USED FROM BEHIND THE EAVE SUPPORT FLASHING. INSTALL EAVE CLOSURE FLASHING (FEC-•) PRIOR TO INSTALLING ROOF PANELS. EAVE CLOSURE FLASHING IS HELD IN - - PLACE BY ROOF FASTENERS AT SAVE. BLANKET INSULATION - - - 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG - DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND - SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. • - _ \� 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. -SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND EAVE CLOSURE FLASHING, PLUMB •- THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING - TO THE WALL.PANELS. SEE INSTRUCTION NO. 5 SEE INSTRUCTION NO. 5 + SEE INSTRUCTION NO. 6 (STEP 1) (STEP 2) (STEP 3) SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. SCALE: DATE DRAWN BY: SPECIAL ERECTION DETAILS EUFAULA m 1EAMA CHECKED BY: ROOF SHEETING PRIOR 1 EAVE TRIM REVISIONS CKJ THG 11-98 DESIGN APP'D BY: TO WALL SHEETING REV.No. NUMBER G SED-1.0 1 NO. - REVISION MADE CK'D. DATE NO. REVISION MADE CX'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER � Al .i. ... }t •� - � ,2 �:: •� T•• ``\ A . t ..,@ LONGSPAN. STANDING SEAM &_LOC-SEAM_ POST HUNG DELUXE EAVE FLASHING LONGSPAN PANEL CORNER FLASHING ARCHITECTURAL PANEL CORNER FLASHING PANEL RAKE FLASHING LONGSPAN PANEL HIGH SIDE EAVE FLASHING STANDING SEAM PANEL HIGH SIDE EAVE FLASHING WITH RSF-1 � 5 •1: LOC-SEAM PANEL HIGH SIDE EAVE FLASHING STANDARD GUTTER FLANGE BACK GUTTER VALLEY GUTTER ROOF TO WALL FLASHING HIGH SIDE CONDITION = BLIND RIVET - - I M 1/8 RIVET .. NOTES - i ROOF FASTENER 1. ALL FLASHING LAPS (EXCEPT CORNER FLASHING) SHALL BE CAULKED WITH (2) 1/470 BEADS - �,.i "- J14X1 SDRF (SELF DRILLING) - OF GUTTER SEAL (URETHANE CAULK). 2. ALL FLASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL ..� rs, j.. BE ONE INCH. ' ° = ROOF FASTENER 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED $14X1 SDHCW (SELF DRILLING) WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE - 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE: FLASHINGS THAT ARE ROOF FASTENER EXPOSED TO ROOF CONDITIONS, USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL 814X7/8 SDHCW (SELF DRILLING) OTHER CONDITIONS USE 1/8 INCH BLIND RIVETS THREE INCHES ON CENTER. ROOF TO WALL FLASHING ^ RAKE CONDITION SCALE: DATE DRAWN BY: THG EUFAULA AIABAYA 2 OMITTED DELUXE EAVE FLASHING DETAIL TAG THG 3-00 CHECKED BY: JKc STANDARD FLASHING LAPS 1 UNIVERSAL RAKE, EAVE TRIM REVISIONS TOG THG 11-98 DESIGN APP'D BY: DRAWING NO' NO. - REVISION )FADE CK'D. DATE NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-i-97 NUMBER SFL-�.O 2 inlx • MICHIGAN HANGER.CO. PURLIN - E PURLIN MODEL NO. 315 ANGLE HANGERS 400 LB. MAXIMUM (2) #12 STRUCTURAL FASTENERS - (TYP. U.N.) C PIPE MAXIMUM - OR (2) 1/4"0 BOLTS (LONG)xl/Fl x3" PURLIN 3/4• max. (FIELD DRILL HOLES AT EACH E PIPE I ^�PIPE E PIPE I PIPE 1.905-cm ANGLE LOCATION) PURLIN mox. _ I 2) #12 STRUCTURAL FASTENERS 1 I I OR (2) 1/$'0 BOLTS (2) g12 STRUCTURAL FASTENERS ��—I I I - E.PURUN ANGLE• . CLAMP OR (2) 1/4.0 BOLTS TYP. •A• (L2•x2"xt/8"x5' LONG) (FIELD GRILL HOLES AT EACH (FIELD DRILL HOLES AT EACH 1 I I I I 'I _ ., ANGLE LOCATION) ANGLE LOCATION) /9 PURLIN . I I I •A I I 3/6'0 ROD HANGER (LYx2"xl/8"x6" LONG)GLE - I I-�— PURUN /6b ROD HANGER 7/16'0 HOLE PURLW(FIELD DRILL) ANGLE EPURUN SPRINKLER (LT x3"x3/16"x LENGTH) SUPS ANGLES E.PIPE MAY BE OMITTED WITH NOTE: PIPEHANGER LOADS 50 LBS. PURLIN LIP MUST NOT • MAY BE OMITTED WITH3/8"0 ROD HANGEROR LESS. BE DISTORTED. SPRINKLER HANGER LOADS 50 LBS. 1/2 1/4 1/4 "B. 1/4 - 1/4 1/2 NOTE: R PIPE - OR LESS. BAY BAY BAY 1/2 BAY BAY BAY BAY PURLIN LIP MUST NOT PIPE _ BE DISTORTED. SECTION ,8—g, - Y SPACING BAY SPACING BAY SPACING " SECTION "A—A SECTION "A—A" E f RIGID RIGID FRAME FRAME SPRINKLER PIPE HANGER DETAIL AT PURLINS SHO1 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SH02 SPRINKLER PIPE HANGER DETAIL BETWEEN_PU_R_UNS SH03 TYPICAL SPRINKLER PIPE LAYOUT SH04 IF AA AA AA AA — --_-'---_- �- - EQUIVALENT COLLATERAL LOAD FOR PIPE SUPPORTS ----- ----------.f_ 20' BAYS 25' BAYS 30'BAYS POINT LOAD AT HANGER STO. WT. DRY WT. WET WT. PIPE PIPE -PIPE PIPE PIPE PIPE PIPE PIPE . CLAMP PIPE /FT. /Fi. +250, +2501 +25Off +250$ SIZE 6" 18.97 31.5 8 11 6 8 5 6 315 565 5" 14.62 23.3 6 9 4 7 3 5 233 483 4" 10.79 16.3 4 7 3 6 2 5 163 413 - - 3 1/2" 9.11 13.4 4 7 2 5 2 4 134 384 -. Y' 7.58 10.8 3 6 2 5 2 4 108 358 2 1/2• 5.79 7.9 2 6 1 5 1 4 79 329 - 7' 3.65 5.1 1 5 1 4 1 3 51 301 1 1/2' 2.72 3.6 1 5 1 4 1 3 36 286 1 114" 2.27 2.9 1 5 1 4 1 3 29 279 1 1.68 2.1 1 5 1 4 1 3 21 271 NOTES: - 1. PIPE HANGERS ASSUMED AT 10• SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SH04/AA MICHIGAN HANGER CO. 2. FOR PIPE SUPPORTED AT 5- INTERVALS.VALUES ABOVE MAY BE HALVED. MODEL NO. 315 - - 3: PURLIN SPACE ASSUMED TO BE 5'ON CENTERS.4. SPECIAL CONSIDERATION SHOULD BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. AL 400 OR EQUAL MAXIMUM 5. 2501 LOAD IS REQUIRED BY USC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADOMON - ' TO PIPE LOADS. - 47 PIPE MAXIMUM LOADS FOR SPRINKLER PIPE SUPPORTS SH05 CLAMP DETAIL SH08 AA I AA 7 F PURLIN PURLIN PURLIN, - - PURLIN BENT LIP OF PUR CLAMP WITHO CLAMP WITHOUT CLAMP WITHOUT CLAMP WITHOUT REINFORCING A GLE REINFORCING AN E. REINFORCING AND I — --.- REINFORCING PN .. SPRINK SPRINKLE SPRINKLER SPRINKLE III PIPE - PIPE ._. PIPE* _ ----- -. PIPE NOT ALLOWED NOT ALLOWED NOT ALLOWED NOT ALLOWED SPRINKLER`'PIPE "NOT ALLOWED DETAIL" SH06 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06A SPRINKLER PIPE "NOT ALLOWED DETAIL SH07 SPRINKLER PIPE "NOT ALLOWED DETAIL" H07A -l3lAMF WITHOUT REINFORCING ANGLE AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA CLAMP WITHOUT REINFORCING ANGLE AND BENDING-UP OF PURLIN AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP _ AA SCALE: DATE DRAWN BY: RECOMMENDED SPRINKLER 617PAUTA .IAB.MA CHECKED BY: PIPE HANGER 'DETAILS DESIGN APP'D BY: DRAWING REV.NO. N0. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE N0: - REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER SPH-1.O p GIRT GIRT 1/2"0 X 0'-6'.ANCHOR BOLTS - A CLIP (3) STRUCTURAL FASTENERS (BY OTHERS) SAFETY - - CL-3 812X1 1/4 SDHH i•t eE sAFE1Y PREuunDN: SPIE: Iliil kwArs wErw WORKERS SHOULD ALWAYS WEAR 0.OVES WHEN HANDLING MET. CLOVES WHEN HANDLING METAL SURFACES Wm/SHARP EDGES EXTERIOR EDGE OF I I SURFACES t1f1l1 SHARP EDGES. E FIN. FLOOR LINE - - u --------------- ----r __'----- 11 DETAIL'AI rip I I N I W011 •A 16 i i CUP I \n E Al W01 1 DOOR CLIP CL- 3 N�" _ AB CL-3 I I NOTE NOTE: HEADER 1' 3'-0" ar 6'-0" 1' 1. NOTCH PANELS AS REQUIRED FOR 1. NOTCH PANELS AS REQUIRED FOR OPTIONAL GIRT 2.54cm INSTALLATION OF HEAD FLASHING. WALL - INSTALLATION OF HEAD FLASHING. WALL (3) STRUCTURAL FASTENERS 91.44tm or 1828&m 2.54cm PANEL PANEL AT EACH JAMB ' (DOOR WIDTH) 1 2. WHEN FIELD CUTTING PANELS OR 2. WHEN FIELD CUTTING PANELS OR i12X1 1/4 SDHH I. 3'-Z' or 6'-2' TRIM DO NOT USE ABRASIVE SAWS 3-1' TRIM DO NOT USE ABRASIVE SAWS s-1' 96.52cm or 187.96cm OR OTHER CUTTING METHODS 93.98- OR OTHER CUTTING METHODS 185.42cm DOOR (DOOR WIDTH 4 r) WHICH PRODUCE HOT METAL WHICH PRODUCE HOT METAL ANGLE (FIELD HEADER • 5/16"-18 X 3/4" PARTICLES OR BURN THE CUT EDGES. .. w 1 PARTICLES OR BURN THE CUT EDGES. W 1 ATTACH, SEE NOTE) HHMS WITH NUTS - ANCHOR BOLT SETTING THESE METHODS WILL DAMAGE THE AB THESE METHODS WILL DAMAGE THE AB GA-1 DOOR - PAINTED AND GALVALUME FINISH AND PAINTED AND GALVALUME FINISH AND - JAMB - VOID ANY WARRANTIES. USE DOUBLE V010 ANY WARRANTIES. USE DOUBLE tr DOOR CUT SHEARS, NIBBLERS OR OTHER CUT SHEARS• NIBBLERS OR OTHER - JAMB • ITEMS PACKAGED WITH-DOOR FRAME CUTTING DEVICES WHICH 00 NOT - CUTTING DEVICES WHICH DO NOT _DETAIL'A" SUPPLIED BY DOOR VENDOR. PRODUCE HOT METAL PARTICLES OR PRODUCE HOT METAL PARTICLES OR FINISHED FLOOR 45 - - - BURNED EDGES. BURNED EDGES. NOTE: FINISHED FLOOR LINE I I r FINISHED FLOOR LINE 1 1 2' 3'-O" 3070 G BOLT ANGLE-GA-1 AS SHOWN IN FRAMING lelem 3.81 cm 91.44cm 3070) (BY OTHERS) LAYOUT AT LEFT IS USED FOR DOOR - - ( BRACING ONLY AND IS NOT REQUIRED IF OPTIONAL GIRT AT 3'-6' LOCATION - 182.88cm (6070) S. PWEalnlom IS REQUIRED. FRAMING LAYOUT STEEL�PROTECTION � 3070 & 6070 WALK DOOR FRAMING DETAILS WD12 3070 WALK DOOR PANEL OPENING _._ -__ _ - WD09 - 6070 WALK DOOR PANEL OPENING - WD09W AND HARD HAM ARCHITECTURAL, LONGSPAN AND MULTI-RIB WALLS AB ARCHITECTURAL, LONGSPAN AND MULTI-RIB WALLS I AB ARCHITECTURAL, LONGSPAN AND MULTI-RIB WALLS AB SAFETY PR__; .. ' ALWAYS WEAR OSHA APPROVED EYE . PROTECTION-WHEN OPERATING DRILLS I OR ELECTRIC SCRLYI CONS. I I I WALL PANEL GIRT DOOR JAMB - DOOR JAMB - DOOR JAMB - DOOR JAMB r i WALL FASTENER WALL FASTENER WALL FASTENER WALL FASTENER - i12X1 t/4 SDHCW PAN ' i12X1 1/4 SDHCW i12X1 1/4 SDHCW i12X1 1/4 SDHCW 2'-0' O.C. 2'-U' O.C. 2'-0' O.C. 60.96cm O.C. FIELD CUT i WALL FASTENER 60.6cm O.C. I 60.96cm D.C.- 60.96cm O.C. r INSIDE CLOSURE I i-U* 1C. SDHCW - rAS REQUIRED � 1'-0' O.C. 30.48 cm O.C. - L,,. 1/2"min. 1/Z'min. 1/Ymin. - � 1/2"min. I 1.27em min. - 1.27em min. 1.27cm min. 1.27em min. ':.'.'... '. `` MULTI-RIB ' PAIPAN R \ PANEL ARCHITECTURAL PANEL ARCHITECTURAL JAMB FLASHING FIELD CUT i PANEL I - FJ15-LENGTH. AS REQUIRED JAMB FLASHING I JAMB FLASHING JAMB FLASHING - FJ15-LENGTH - - FJ15B-LENGTH FJ15B-LENGTH SECTION THRU SECTION THRU ALT. SECTION THRU- SECTION THRU - DOOR HEADER JAMB W/LONGSPAN PANEL JAMB W/ARCH. PANEL JAMB W/ARCH. PANEL JAMB W/MULTI-RIB+PANEL HEAD FLASHING - FOH2-3.4 FOR 3070 DOOR NOTE: FOH2-6.4 FOR 6070 DOOR FIELD CUT JAMB FLASHING TO 7'-2" LENGTHS - - - BEFORE INSTALLATION. SECTION THROUGH WALK DOOR HEADER WD11 WALK DOOR JAMB FLASHING DETAILS WD10 ARCHITECTURAL, LONGSPAN AND MULTI-RIB WALLS AB ARCHITECTURAL, LONGSPAN AND MULTI-RIB WALLS ,48 - SCALE: DATE ZONE 1 (ECONOMY) WALK DOOR DRAWN BY: TON AND ZONE 5 WALK DOOR EUPAUTA ,� ►ue.M. CHECKED BY: :BU INSTALLATION DETAILS FOR ARCHITECTURAL LONGSPAN AND . ' L REVISED OETAL W012ABCKJ THIS1-99 DESIGN APP'D BY: , REV.NO. MULTI-RIB PANEL WALLSDRAWING N0. REVISION MADE CK'D. DATE NO. REVISION MADE' CK'D...DATE NO. REVISION MADE CK'D. DATE ISSUED: - 12-1-97 NUMBER ° WAD-2.0 7 DIM'A 1•-4' STD. (MAY VARY) EAVE STRUT GIRT DIM'A = 40.64 cm STO. (MAY VARY) - - •wl - - M (6) STRUCTURAL FASTENERS _ -- - 012X1 1/4 SDHH 1 a F 1 EAVE STRUT.; - GIRT GIRT GIRT - GIRT IRT $(6) STRUCTURAL FASTENERS DOOR HEADER DOOR HEADER (j 12X1 .1/4 SDHH '+ 11.74 cm -------- - CLIP h Ib F CLIP / CL-3 FIELD CUT CARTS i FIELD CUT CARTS �`� - --- FOR FIELD LOCATED FOR FIELD LOCATED 0.32cm FRAMED OPENINGS oo DOOR JAMB FRAMED OPENINGS oa DOOR JAMB BASE ANGLE o (VARIES)GLE BASE ANGLE o (VARIES) I - , ' /Y0 XRAL7�4LTA325 STRUCTURAL BOLTS • �' • (VARIES) (VARIES) - I 1/2"0.X 1 1/47 A325 - -___ ______________ ____-_-__-___- _ ___-___-_-__ I JAMB TH _ I I I - _ JAMB LL' DOOR WID ODOR WIDTH �Jl • BUTTON HEAD BOLTS REQUIRED AT STRIP WINDOW FRAMED OPENING KEY OFOA FRAMED OPENING KEY OFOB JAMB TO GIRT CONNECTION OFO1 JAMB TO EAVE STRUT CONNECTION r OFO6 JAMB TO GIRT CONDITION - AA JAMB TO EAVE STRUT AA AA EAVE STRUT Sl/ PRECAUn NOT SrW.ST OR (6) STRUCTURAL FASTENERS CLIP 00MM OREWE J M F E m uEia - FOR JAMB CUP ATTACHMENT- -------------------- - �_3 10 1116 vle0uu11w wr I�suu N A #12X1 1/4 SDHH CL-10 (Ir JAMBS) eFROM�M ' r-1. JAMB 7.30cm 2 7/8'. (B" JAMBS) .. B.57cm 3 3/8' (9 1/2' JAMBS) JAMB CUP STRUCTURAL FASTENERS 1 I FOR GIRT ATTACHMENT ' I 9.84em 3 7/8" (1Y JAMBS) CL-3 TO EAVE STRUT i i .. CL-10 (1Y JAMBS) I STRUCTURAL BOLTS 0.32em #12X1 1/4 SDHH i I 1/2.0 X 1 1/47 A325 1/8" 1'-0' O.C. STAGGERED I I - I ' JAMB SQUEEZE CUP - 30.48cm O.C. STAGGERED - i i CL-7(8•' JAMBS) 2'22°m GIRT 1/Y0 ANCHOR BOLTS CL-B 9 1/2" JAMBS 7/� _ (BY OTHERS) HEADER CL-9 2 PLACED BAC I - - TO BACK FOR tY 4 5/8' 11.7 cm \4 I ., RUN GIRT FULL BAY LENGTH AND i _ _ i 000` JAMBS) ' 7 ATTACH TO EAVE-STRUT BRACKET I t `�~ ------ IN ORDER TO REINFORCE EAVE ' I F t t BUTTON X HEAD BOLTS BAS(PIECE ANGLE D NOTCH) � STRUT AT FRAMED OPENING. x I I / O w i I BUTTON HEAD BOLTS I STRUCTURAL BOLTS CUP CL-3 " x i I 1/2"0 X 1' A307 I 1/TO X 1 t/4' A325 (4)STRUCTURAL FASTENERS z ' - I 12X1 1/4 SDHH - STRUCTURAL BOLTS a i 1/2.0 X 1 1/4" A325 I i FRAMED OPENING JAMB o _- � 1 - - _____________________ , ' I 1 WALL PANEL-­""' ANEL JAMB JAMB SQUEEZE CUP CL-8 FIELD CUT AND FIELD DRILL GIRT JAMB J1/AM2"BS) (9 JAM851 AT FIELD LOCATED FRAMED OPENINGS - CL-9 2 PLA ED BAC TO BACK OR 1 JAMBS) JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT 1OF06A HEADER TO JAMB CONNECTION OF21 GIRT TO JAMB CONNECTION OF16 JAMB BASE CONNECTION FOF11 AA AA L AA AA A _ FIELD DRILL 9/l6"0 HOLES EAVE STRUT AT GIRT & ATTACH CUP WITH EDGE OF GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS (2) STRUCTURAL BOLTS W/WASHERS -- --------- - SLAB - 1/2.0 x 1 1/4" A325 r 7-6z cm 4 5f8" ATTACH REINFORCEMENT GIRT 1. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND CARTS AS SUPPORT CIRTS 2 17 3' cl 2 1/Y 6m5 --' ------'-' - REQUIRED. \ - TO EAVE STRFASTENERS AL q #12X1 1/4 SDHH - 1 3/8' DOOR WIDTH 1 3/8 . _ - 2.- MAXIMUM HEIGHT OF DOOR IS 2•-0" LESS THAN EAVE HEIGHT. _ I (2)STRUCTURAL BOLTS (TYP, U.N.) (6) EACH END & (z) t•-o' D.C. 3.49 cm 3.49 cm L t/2"0 X 1 1/4:' A325 (6) EACH END & (2) 30.48 cm O.C. DOOR WIDTH + 6.99 cm 3. ALL STRUCTURAL.CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. •1� TYPICAL ANCHOR BOLT LAYOUT (2) STRUCTURAL BOLTS `- - CL-4 (TYP.)FRAMED OPENING CUP 4 5/ GIRT a• JAMBS MUST BE LOCATED A MINIMUM OF t'-0' FROM CENTER LINE OF COLUMNS. 1/2'0'% 1 1/4' A32$ 20.42 cm - i .� I -FIELD DRILL 9/16.0 HOLES 2 1 Y 3' _ I STRUCTURAL HEADER GIRT CUP �i '� n 4' ✓r S' AT GIRT & ATTACH CLIP WITH GENERAL NOTES-FOR SHOP LOCATED FRAMED OPENINGS �`. STRUCTURAL BOLTS cL-s ; I (2) STRUCTURAL BOLTS 6.35cm 7,62cm - >J t/Y0 X 1 //4" A325 - - _ 2 PER CONNECTION - (2) STRUCTURAL BOLTS - I 1' 2.54cm FINISH FLOOR - - X BH 1/YS X 1 1/4' A325 er�'4 1/z o 1' e 1/7.1.27cm _ _ _-- _-- - ]•-rOVERHEAD_.DOORS.ARE'SHOP, LOCATED.-SOME PANELS MAY REQUIRE FIELD ,. - GIRT _----�._.-_- -- CU TING. STRUCTURAL JAM :. (2) STRUCTURAL BOLTS 1 I FINISH GRAD s,. 1 1/Ym X 1' BH8 STRUCTURAL JAMB I ` 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. ANCHOR BOLTS NOT BY A.B.C. 1/2"0 ANCHOR BOLTS FINISHED FLOOR (NOT BY AB.CJ � � 1 SECTION "A-A" FRAMED-.OPENING ANCHOR BOLT DETAIL I OF61 FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 TYPICAL HEADER AND JAMB CONNECTIONS OF95 JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT OF96 AA STRUCTURAL FRAMED OPENINGS .. AA STRUCTURAL FRAMED OPENINGS I AA 5 'REVISED OF95AA YML THG 3-00 SCALE: DATE - 4 REVao OF91/M REMMO OF92/M ADDED OF95/M&OF96/M MCS THG 5-99 3 REVISED DRAWING NUMBER CKJ• THG 11-98 DRAWN BY:. EUFAULA 1LIBAYA OVERHEAD DOOR FRAMING DETAILS 2 REVISED DETAIL OF21/AA CKJ THG 4-98 CHECKED BY: 1 REVISED OFI6/AA.OF06/AA REMOVED OF93/AA KMG THG 2-98 DESIGN APP'D BY: DRAWING REY.NO. N0. REVISION MADE CK'D. DATE N0. REVISION - MADE :CK'D. DATE .NO. REVISION MADE CK'D. DATE 13SUED: 12-1-97 NUMBER WAD-1.0 5 1 WALL FASTENER Al2X1 1/4 SDHCW CL P3 - SOr"PRE-01t, WORKERS SHOULD ALWAYS WEAR 1'-08 O.C. C1-10 (tY JAMBS) OLOJES WHEN HANDLING METAL 30.48 cm O.C. - . SURFACES WITH SHWA EDGES. 1 1 I JAMB 1 1 � COVER FLASHING (OPTIONAL) OT 1 STRUCTURAL BOLTS FOCFB-LENGTH FOR 8• JAMBS JAMB COVER FLASHING OPTIONAL'°'B i 1 11TOX 1 1/4" A325 FOCF95-LENGTH FOR 9.5" JAMBS - - (OPTIONAL) WALL'FASTENER fOCFB-LENGTH FOR B" JAMBS HEAD FLASHING FOCF95-LENGTH FOR 9.S JAMBS I,Oi D.C. SDHCW 1 0 0 0 0 I WALL FASTENER 30,48 Cm O.C. FIELD SLR PANELS � - AND SLIDE HEAD OA88 i HEADER {)1�:X 1 1/4 SDHCW FLASHING BEHIND I 2' O.C.. .. PANELS = I o I - \ 6Q.6 Cm O.C. - o W J_ { i (EE OAMB T9/AB) - JAMB FLASHING O 1 - J15-LEN AMB FLASHING c BUTTON HEAD BOLTS, SEE ISMS B) `1 1 1/Y0 X 1" A307 - FJ15B-LENGTH HI WALL PANEL i HEAD FLASHING WALL PANEL • - FINISHED ,� 1 COVER FLASHING (OPTIONAL) \WALL FASTENER FLOOR _ #12Xt 1/4 SDHCW - WALL PANEL JAMB LONGSPAN WALL PANEL SHOWN 1'-0" O.C. 1 I MULTI-RIB PANEL SIMILAR 30.48 Cm O.C. 1 I ; DOOR WIDTH 1 1 SHEETING AND FLASHING ELEVATION OTOA SECTION AT HEADER AND COVER FLASHING OT21 SECTION THRU FRAMED OPENING JAMB OT26 SECTION THRU FRAMED OPENING JAMB OT26 LONGSPAN /ARC II PANEL WALLS .. AB AB LONGSPAN OR MULTIRIS PANEL WALLS AB -ARCHITECTURAL PANEL WALLS AC DOOR JAMB FLASHING SCHEDULE HEIGHT ARCHITECTURAL LONGSPAN AND MULTI-RIB 8'-0" 2 PIECES FJ158-8'-1 1/Y 2 PIECES FJ15-8'-1 1 2- - tO-O' 2 PIECES FJ158-10'-1 t 2" 2 PIECES FJ15-10'-1 t/Y DOOR HEAD FLASHING HEAD COVER FLASHING SCHEDULE 12'-0" 2 PIECES FJ158-t2'-1 t 2" 2 PIECES FJ15-12'-t 1 2" °PD0°� 14'-0" 2 PIECES FJ158-14'-1 1 Y 2 PIECES FJ15-14'-1 t 2" - WIDTH SCHEDULE B" HEADERS 9 1/2" HEADERS 16'-0" 4 PIECES FJ15B-8'-1 1 Y 4 PIECES FJ15-8'-1 1 Y 8'-T 1 PIECE FDH2-8'-Y 1 PIECE FOCFS-8'-6" I PIECE FOCF95-8'-6" 18'-0" 4 PIECES FJ15B-9'-1 1 2' 4 PIECES FJ15-9--1 1 2" 10'-T 1 PIECE FDH2-10'-3" 1 PIECE FOCF8-10'-6' 1 PIECE FOCF95-10'-6" 20'-T 4 PIECES FJ15B-10'-1 1 2" 4 PIECES FJ15-10'-1 1 2" - 12'-T i PIECE.FDH2-12'-3" 1 PIECE FOCF8-I2'-6' 1 PIECE FOCF95-12'-S* 22'-0" 4 PIECES FJ15B-11'-1 1 Y 4 PIECES FJ15-11-1 1 Y 14'-0" 1 PIECE FDH2-14'-3" 1 PIECE FOCF8-14'-B" 1 PIECE FOCF95-14'-6' 16'-0" 1 2 PIECE F2 H2 -8'-3. 2 PIECE FOCF8-8'-6' 2 PIECE FOCF95-8'-6' - 18'-0" 2 PIECES FDH2-9'-S' 2 PIECES FOCFS-9'-6" 2 PIECES FOCF95-9'-6' DOOR JAMB COVER FLASHING SCHEDULE 20'-0- 2 PIECES FDH2-10'-3" 2 PIECES FOCFB-10'-6' 2 PIECES FOCF95-10' 15' - HEIGHT B" JAMBS 9 1/Y JAMBS 22'-0" 2 PIECES FDH2-11'-T 2 PIECES FOCFB-11'-6' 2 PIECES FOCF95-11'-6" 8'-T 2 PIECES FOCF8-8'-0" 2 PIECES FOCF95-8'-O' 10-0" 2 PIECES FOCFB-10'-0" 2 PIECES FOCF95-1O'-0" - 12'-0'_. 2 PIECES FOCFB-12'-T 2 PIECES FOCF95-12'-0" 14'-T 2 PIECES FOCFB-14'-0" 2 PIECES FOCF95-14'-T 16'-0" 4 PIECES FOCF8-a*-1 t Y 4 PIECES FOCF95-8'-1 1/Y - 78'-0" 4 PIECES FOCFB-9'-1 1 Y 4 PIECES FOCF95-9'-1 i Y - 20'-0" 4 PIECES FOCFB-10'-t t Y a PIECES FOCF95-10.-1 1 Y - 22'-0" 4 PIECES fOCFB-11'-7 1 Y 4 PIECES FOCF95-11'-1 1/2- HEAD AND HEAD _COVER FLASHING SCHEDULE OT91 JAMB AND JAMB COVER FLASHING SCHEDULE OT92 ARCHITECTURAL, LONGSPAN AND MULTI-RIB PANEL WALLS AB ARCHITECTURAL, LONGSPAN AND MULTI-RIB PANEL WALLS I AB - SCALE: DATE 3, REVISED DRAWING NUMBER CKJ THG J4-98 DRAWN.BY: e�Atrtw AIAe�LA 2 'REVISEDOT21/AB, OT26/AB AND OT26/AC CKJ THG CHECKED BY: 'OVERHEAD DOOR FLASHING DETAILS 1 - REVISED DETAIL OT21/A8 CKJ THG DESIGN APP'D BY: DRAWING .NO. NO. - REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. .DATE NO. REVISION AL\DE CK'D. ISSUED: 12-1-97 NUMBER WAD-2.0 3 t WINDOW DPI: - WINDOW FRAMING SCHEDULE Z 2 SHEET WALL ALL IN NORMAL MANNER CUT WINDOW OPENING AFTER WALL PANELS ARE ERECTED, - •AT DESIRED WINDOW.LOCATION.CUT OPENING AS SHOWN BELOW AND ON WNO7, GIRT WINDOW GIRT JAMB SILL WINDOW INSTALJA11ON: - F 1 - SIZE DEPTH 1 WINDOW 2 WINDOWS 3 WINDOWS WINDOW OPENING SIZE WINDOW OPENING SIZE I.SLIDE THE JAMB EXTENSION(HW-595 FOR ARC2 OR HW-597 FOR LSP) INTO THE CORRECT 3' % 3' B' DJ8006-7.1 3 B DH8006-2.10 1 2 DH8006-5.10 t 2 OH80C6-B.10 1 2 SIZE A B C SIZE A B C cRoGVES ALONG ME OUTSIDE OF THE WINDOW JAMBS{IYRCAL SECTION 7HRU JAMBS). 3' X 3' 9 1 7 DJ95C5-7.1 3 8 DH9505-2.10 1 2 DH95C5-5.10 I. 2 DH95C5-8.10 1/2 2.INSERT WINDOW INTO OPENING.BOTTOM FIRST,FROM INSIDE OF BUILDING. }' X 3• 2'-1d 5' IT 8'-i 4' X 4' 3--la- 7'-1d 11'-10 3.SECURE WINDOW IN THE OPENING WITH WALL FASTENERS AT 1'-Cr ON CENTER ALONG N A DJ1 C3-7.1 J 8 DH72C3- 10 1 DH1 C3-510 I DH12C3-810 1 4' X 3' 3'-ld 7'-ld 11'-ld 6' X 4' 5'-ld I1'-ld JAMBS AS SHOWN(TYPICAL SECTION THRU JAMBS).SECURE WINDOW SILL WITH WALL - _ - FASTENERS AT 1'-o' O.C.AND WINDOW HEAD WITH WALL FASTENERS AT 1'-0' O.C.AS I N 9 1 WINDOW11 OPENING SIZE WINDOW OPENING SIZE SHOWN(TYPICAL SECTION THRU HEADER AND SILL).AT MULLED JAMBS,STITCH JAMB - - 1 DH95C5-310 1 2 DH9 CS-710 1 H9 CS-1 0 t SIZE A B C SIZE A B C EXTENSIONS TOGETHER AS SHOWN(TYPICAL SECTION THRU MULLION). + 3 N A _ _ _ _ 4,CAULK WINDOW AT HEADER.SILL AND JAMBS AS REQUIRED TO WEATHER PROOF. - - CI + -7 1 OH8006-3 10 1 DH8OC6-7.1O 1/2 OH80C6-1I 10 1. 3' X 3' 86.36 Gm 177.80 cm 269.24 cm 0' X 4 116.84 cm 208.28 cm 299.72 Cm 5,INSTALL SNAP-IN JAMB TRIM AS SHOWN AFTER WINDOW INSTALLATION IS COMPLETED.JAMB �S O Z - H - 1 1 H -7 1 1 H -11 1 1 4' X 3' 116.84 cm 208.28 cm 299.72 cm 6' X 4' 177,80 cm 360.68 cm TRIM AT MULLED WINDOWS MUST BE INSTALLED BEFORE JAMB EXTENSIONS ARE FASTENED 3= N A 1 C3-7 t 8 DN1 C3-3 10 1 DH72C3-7.10 1 DH72C3-11.10 112 TOGETHER. C 6' X 4' 6' 0.18DC6-7.1 } B OH8006-5.10 1 2 DH8OC6-11.10 142 6.IF FRAMING IS REQUIRED.INSTALL AND SECURE WINDOW IN WALL AS IN STEPS 1 THRU 2 = 4' 9 1 0.19SC5-71 3 B DH95C5-5.10 1 2 DH95C5-11.10 112' 5 ABOVE BEFORE INSTALLING FRAMING.SUPPORT WALL PANELS BELOW WINDOW SILL - AS REQUIRED UNTIL FRAMING INSTALLATION IS COMPLETE.ATTACH WALL PANELS BELOW M 3 E 6' X 4' N/A OJ12C3-7,1 3 8 DH72C3-5.10 1 2 OH12C3-11.10 1/2�,Ej WINDOW SILL AS SHOWN IN DETAIL WN02/AA E NOTES. '� WINDOW 'G' DIMENSION GENERAL n 1 WINDOW 2 WINDOWS 3 WINDOWS I.WINDOW 4 L9 WH SELF FRANC EN INSTALLED AT PANEL LOCATION SHOWN.AIf'(OTHER SIZE LOCATION WILL REQUIRE FIELD MODIFICATIONS AS REQUIRED WITH SPECIAL FLASHING N 3' X 3' 2'-10 I 5'-10 1 8'-10 1 FURNISHED BY OTHERS. SILL GIRT I 'E' I 2.WINDOW FRAME AVAILABLE IN BRONZE ONLY. 4' X 3' 3'-1D 1 7'-10 1 it'-10 1 Y 3.WINDOW PANELS ARE INSULATED CLASS. 4' X 4' 3'-10 1 T-10 1 2 11•-10 I I ^N I V IT E 4.WINDOW SIZES: 5' X 4' 5'-10 1 11--10 1 +.: I N1n V WIN WINDOW A n m 51 WIOTX HOGTN 51 WIDTH HEICTH JAMB WINDOW 'G" DIMENSION W = I N N a'%3' 45 1 J6' 4'%3' 11 -7 rn 1.44 m BASE ANGLE 1 512E 1 WINDOW 2 WINDOWS J WINDOWS = U 4'%!' 4 1 4'%4' M mm 2705.1 mm I = I 6 %a' 6'%4' I I (VARIES) 3' X 3' 876.3 mm 1790.7 ___ __________ 4' X 3• 1181.1 mm 2400.3 mm 3619.5 mm I p I S.MULLED WINDOW FLASHING(WWF- ) REQUIRED ONLY AT MULLED WINDOWS. '- -- --'--'---"'--' Z3 5' X 4' 1790.7 mm 3619.5 mm 3619.5 mm Op I WINDOW MULLED WINDOW(LASHING WINDOW MULLED WINDOW FLASHING - - I 3 3 I x Is52 MWF-1 MWF- 4 Z 4• MWF- MWF-4 I d DIMENSION _I • NOTE 4•%T MW- Mw-4 s 4• MWF- 1. FRAMING IS NOT REQUIRED FOR 3'-0' HIGH WINDOWS IN BUILDINGS WITH X 6' INTERMEDIATE GIRT 5.SUB FRAMING NOT REQUIRED WITH 3•-P (ELEV.)GIRT.- - -- - - 2. SEE FRAMING SCHEDULE FOR APPROPRIATE MARK NUMBERS. LWINDOW INSTALLATION PROCEDURES WN03 WINDOW SUB-FRAMING KEY OFOE 2.54 cm 1' A ON WINDOW 1'2.54 cm 1'2.54 em 1'2.54 em ARCHITECTURAL AND LONGSPAN WALLS AA CL PANEL rt PANEL rt PANEL rt PANEL AA RIB RIB RIB, RIB B O WINDOWS) - GIRT C THREE WINDOWS WALL PANEL - - - ------- --- - - --- - '- (6) STRUCTURAL FASTENERS JAMB OPENING DETAIL I #12X1 1/4 SDHH INSIDE CLOSURE WALL FASTENER n p12 X 1 1/4 SDHCW I,n CLIP STRUCTURAL BOLTS (TYP.) . - - MULLED WINDOW 1— O.C. CL-3 1/2'0 x 1 1/4' A325 FLASHING 30.48 cm O.C. GIRT CL-10 (1z' JAMBS) _ - - WINDOW HEAD 4 5/� I FINISHED FLOOR WAIL FASTENER SLIDE IN JAMB _ . E 11.74 em - - O ® I 30. SOHCW STITCH HW EXTENSIONEXT595 . 30.48 mTENER D.C.TCH �WALL FASTENERtoe - --------- - CLiP3 BASE ANGLE BA-20 1'-d O.C. 1'-0' O.C. 30.48 cm O.C_ WALL PANEL WINDOW SILL 30.48 cm O.C. w oVi J• to IL" GRADE 41 P I '.I1 ' Ala• •y.e SUB SILL ^�+Tnl NE - STRUCTURAL BOLTS • '.i i '_i i 1 I 4 1/2'o X 1 1/47 A325 ".:a .,I ,F - 3.175 WINDOW JAMB 3.175 I I I I I • BUTTON MEAD BOLTS REQUIRED SNAP-IN JAMB cm Cm - a AT STRIP WINDOW_ 3'-d WALL FASTENER TRIM (TYP.) 91.44 cm (3030 WINDOW) INSIDE CLOSURE �12 X 1 1/4 SOHCW 4'- OUTSIDE 1'-d O.C. JAMB OUTSIDE 121 92 em- (4030 & 4040 WINDOW) 30.48 cm O.C. - 1/2' DIA. ANCHOR WALL PANEL • BUTTON HEAD BOLTS REQUIRED BOLTS (BY OTHERS) 6-d (6040 WINDOW) AT STRIP WINDOW - 182.88 cm - TYPICAL SECTION THRU JAMBS TYPICAL SECTION THROUGH WINDOW HEAD & SILL WN02 JAMB TO GIRT CONNECTION OFO1 SUB JAMB BASE DETAIL OF12 ARCHITECTURAL AND LONGSPAN WALLS _ AA I 1 I I ,1/2'm x 1' A307 6.35 cm WINDOW JAMB - .. .. ,� STRUCTURAL FASTENER SILL - - #10 X 1/2 STHH 1'-d O.C. 30.48 cm O.C. L 3.49 cm I O O t i SLIDE IN JAMB STRUCTURAL BOLTS - -11 IL SNAP-IN JAMB �- - ' - i I 1/2'0 X 1 1/4' A325 - TRIM (TYP.) OUTSIDE CLIP 1 TYPICAL SECTION THRU MULLION ; ; CL-3 1 JAMB 3'X3', 4'X3', 4'X4' AND 6'X4' WINDOW SECTIONS WN01 ARCHITECTURAL PANEL AC SILL TO JAMB CONNECTION OF26 _. 8-. 9 1/2' AND tY SILLS --- AA - fDRAWN ALE: DATE 3' 3'1 4' X 3', 3 REVISED WN02AA TAC. THIS 7-99 BY: `$'F X 4' & 6' X 4' �►Auu2 REVISED DRAWING NUMBER CKJ THG 11-98 CKED BY: + WINDOW DETAILS FOR 1 REVISED OFOEA4 OF12M AND OF26AA Teo THG 4-98 GN APP•D BY: - • ARCHITECTURAL PANEL DRAWING REV.NO• NO. - REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE NO. REVISION MADE CK'0. DATE ED: /`I2-1-97 - NUMBER WAW-2'0 3 y } 16 9 103uy, 9 • 2X4 WALLS 16" ON CENTER 10' HIGH. EXISTING WALLS 12' HIGH.cz.l 9 9 — 2' SPACE AT TOP FOR SPRINKLER CLEARANCE. TRUSSES ARE 2' DEEPX 6' LONG TIED INTO EXISTING WALL 17 8 .. SHEETROCK 15 ' - 0 6 - 09 9 . , LULU '11111111 '11111111 '111111111111 iiii kC y 99 9 7 9 CHURCH 47 - 8 EXISTING ROOM 16 , NEW HALLWAY PARTITION THE CAUSE CHURCH 85 INDEPENCE WAY i HYANNIS MASS. FLOOR PLAN AND WALL LAYOUT 1 y. . DRAWN BY MARK MORRISON MMSTEELDETAILING C c: c; 0 rrNrr, c ' 5 L6b0 j ID 8 SMOKE ALARMS a w; EXISTING FURNACE EXISTING FURNACE 14 SPRINla ERS Lpc�iv� (�} S�V THE CAUSE CHURCH 85 INDEPENCE WAY HYANNIS MASS. FLOOR PLAN AND WALL LAYOUT DRAWN BY MARK MORRISON MMSTEELDETAILING r a RESTROOM 3NACKBAR MUSIC STORAGE CN - LOBBY OFFICE SITTING ROOM NEW SHORT WALL TRUSSSES NEW WALL PARTITION DOOR OPENING CHURCH ^_ LOADING DOCK THE CAUSE CHURCH /{ ) 85 IN E WAY H ✓✓✓���/// YANNIS IS MASS. SS. € DFLOOR RAWN BY PLAN AND WALL LAYOUT y, MARK MORRISON MMSTEELDETAILING (ZGL zl- 41, r'1 4 r 6 SMOKE ALARMS yar EXISTING FURNACE EXISTING FURNACE 14 SPRINKLERS r a STHE CAUSE CHURCH 85 INDEPENCE WAY iY HYANNIS MASS. FLOOR PLAN AND WALL LAYOUT DRAWN BY MARK MORRISON MMSTEELDETAILING 1 ti RESTROOM NACKBAR MUSIC STORAGE LOBBY OFFICE SITTING ROOM / NEW SHORT WALL TRUSSSES NEW WALL PARTITION DOOR OPENING CHURCH LOADING DOCK r u THE CAUSE CHURCH J I�� 85 INDEPENCE WAY HYANNIS MASS. JJJ FLOOR PLAN AND WALL LAYOUT I DRAWN BY MARK MORRISON MMSTEELDETAILING 9 99 33 - 9 1 8 - . 9 99 2X4 WALLS 16" ON CENTER 10' HIGH. 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Flan _ ii b 87 Enterprise Road 1 I w Hyannis, tL�A 02601- �/ 2212 -ps , ��h�� (�"� ` (508) 778-1667 I ��v f c� 4 !�}f��� h�� o! �► LANDSCAPE PLAN r I L1 N--RAY FITNESS 20 0 20 40 60 Feet g `7 ENTERPRISE R OAS? , .. HYANNIS, MA 02601 DATE: 1 - 12-01 SCALE: 1 " = 20' WIDTH --32 --- ----2' "--- --- LEGEND - - _-_ - BUILDING_DOWNSPOUTS 4 (TYP.)-- NOTE: ALL SIDEWALKS TO CONFORM - BRISTLE BROOM FINIS 4" THICK PORTLAND CEMENT 24" ,i LAND USE & COVERAGE: ggTIP FAUN gjol N DOWN SIDEWALKS W/W W F WHERE SHOWN TO ADA STANDARDS. /TO SLAB AID DooRs B NS S SCORE SECTIONS AT 45. PRECAST CONCRETE CURBING 6" REVEAL �'1 EXISTING CONDITIONS: VACANT WOODED LOT, PARTIALLY CLEARED "I 6" LOAM & SEED EXPANSION JOINTS AT 18' O.C. r -J Ro O EXISTING WATER SHUT OFF (GATE) Q 2% MIN. ALL DISTURBE AROUND BUILDING AND AS SHOWN. %y >•. V 4 PROPOSED CONDITIONS: RETAIL USE T.F.=EL.50.0, AREAS (TYP,) EXPANSION JOINT DURASTONE 5000 PSI OR ,EQUAL ❑❑❑❑❑❑❑❑ UDC / '�� PROPOSED WATER SHUT OFF MATERIAL 6 5•, (OPTIONAL INTEGRAL POUR TO SAME DIMENSIONS W/ W.W.F.) ❑❑❑❑❑❑❑❑ a TOTAL LOT AREA = 40,210 SF -EL.49.5 PITCH 2% 1" TOPCOAT MASS DPW ❑❑❑❑❑❑❑❑ EWE Fy` WAY PROPOSED WATER SERVICE LOCATION ~ PROPOSED NATURAL STATE AREA = 13,315 SF/40,210 SF = 0.33 = 33% > 30% O.K. FIRST FLR = SLAB AWAY FROM BLDG. TYPE II ❑❑❑❑❑❑❑❑ xp � ° 2" BINDER �� LOCUS --5--- EXISTING I " GRAVITY 5•. ❑❑❑❑❑❑❑❑ a a SEWER MAIN . CL 0o ooa000000°o °o °o°0000°°° ❑❑❑❑❑❑❑❑ 6"X6"-#10 WIRE MES o°oo°o°o°o°o°o°o°o°o°o°o°o°o°o °o°o°o°o°o°o°o°o°o°o ❑❑❑❑❑❑❑❑ / 2J OSTA 9+46.3 EXISTING SEWER MAN HOLE vl ` , I` PROPOSED IMPERVIOUS BUILDING AREA = 7,497 SF/40,210 SF = 18.6% o0 00oo0o0o0o0oo 0000°° 0 0 0 0 0 0 0 0 0 -,'-- '-O •.� O IMPERVIOUS SIDEWALK & PAVEMENT AREA = 12,454 SF/40,210 SF = 31% _ 8" COMPACTED GRAVEL oo o ❑❑❑❑❑❑❑❑ _ ORPORATIO `r o0 °o ° STREET PROPOSED 4' DIA. SEWER MAN HOLE o0 �J O PROPOSED % TOTAL IMPERVIOUS COVERAGE = 49.6% �- o o 12" PROCESSED GRAVEL ® rn W --------- ---- 6"0SCH40 ROOF DRAINS 6" COMPACTED GRAVEL ALL AROUND/ 000I0 MDPW M1.03.1 VIB. RR PT `- MANUF. LeBARON, BROCKTON, MA \ (V(V 0 0 0 5o 0 o OLLE COMACED S T MODEL: LT 105 EXISING SEWER SERVICE STUB cp co TO DRAINAGE 2 % MIN. REMOVE TOP & SUBSOIL WEIGHT: 430 LBS \ `�"' Q 10' �24'---7 -3-- PROPOSED SEWER SERVICE LOCATION 00 00 _�_L DRAINAGE CALCULATIONS: `' NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL 26 `n �U TO A DEPTH OF 36" BELOW FINISHED GRADE. 2` n T O EXISTING CATCH BASIN Zt__ C)COMPOSITE CURVE NUMBER: REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL ` T �_ �p NATURAL STATE: C1 = 0.3 Al = 13,426 SF (LESS) rF,Arl 109; PASSING #200 SIEVE) �_ _--22••____ - _� 8 8 1/8" - _-- - __ I ovTE 2a CTl _ UTILITY POLE v T ___ c L� J PERVIOUS PAVERS AREA: C1 = 0.2 AZ = 6,862 SF SID-EWAI�K CROSS SEAT__ I0�1 LOCUS MAP IMPERVIOUS BUILDING AREA: C1 = 0.9 A3 = 7,497 SF NOT TO SCALE 3" C_ GUY WIRE 1) IMPERVIOUS SIDEWALK & PAVEMENT AREA: C1 = 0.9 A4 = 12,454 SF --- 24" - SCALE 1" = 1000' Q C= ((0.3xl3,426)+(0.2x6,862)+(0.9x7,497)+(0.9xl2.454)) / 40,210 = 0.58 FRAME AND GRATE PROPOSED CONTOUR y; RAINFALL INTENSITY: SCALE: 3/4" = l'-O" TYPICAL ACCESS COVER X49.2 PROPOSED SPOT GRADE U U) S70RM EVENT = 25 YEAR o DA2 MINIMUM WEIGHT: 388 LBS. ASSESSORS MAP 294, PARCEL 4 (LOTS 7 & 8) SCALE 3/4" I'-0 +47.45 EXISTING SPOT GRADE RAINFALL INTENSITY = 4 IN./HOUR O 2 H-20 RATED LEBARON OR EQUAL DA1 q FLOODZONE: C, BARNSTABLE PANEL # 5 b DRAINAGE CALCULATION FACE ABUTTING BUILDING i413- _ EXISTING CONTOURS: _ 2� PROPOSED 6' STOCKADE FENCE O TOTAL DRAINAGE AREA: 40,210 SF, 4 IN/HR STORM I DA3 AROUND DUMPSTER ZONING DISTRICT: B & GP PROPOSED SHRUB PERC RATE: < 2 MIN./IN. FRONT: 20' DRAINAGE LOADING RATE: 0.5 GPM/SF I\ CONNECT TO BU/LO/NG ' RATIONAL METHOD O=CIA = 0.58(4in hr 1hr 60min 1ft/12in 40,210sf 7,48 0l cf)= 969 GPM �.� �� DOWN SPOUTS SIDE: - PROPOSED 3" CALIPER rn 969 GPM/0.5 GPM/SF= 1,938 SF (REQUIRED) )( )( )( 9 / vi 8b _ _ REAR: - t -', PARKING/BUFFER TREE FIRE LANE FRONTAGE: 20' �491't<i PROPOSED TRENCH LEACHING AREA 9 F x 216 F = 1,944 SF LEACHING AREA PROVIDED r`1/ / \ \' - CHAIN LINK FENCE DO NOT BLOCK SIGN �, DRAINAGE AREAS: ( ) 4- \ D CAPE'- T MA/NTA/N FLOW LINE AREA: DA1 WEST SECTION) 18,067 SF a \ / LAWNJYAN-q`' NO ROW RUNOFF \ fi WIDTH: � PROPOSED GAS SHUT OFF LOCATION l DA2 NORTHEAST SECTION 8,365 SF ,9 48• EDGE PAVEMENT ONTO LOCUS DA3 SOUTHEAST SECTION 13,778 SF '� a �� L O 0 . s' BERM AS REOUIRED. � \\ V / R!t/£ FIRE LANE TRENCH LENGTHS: J gK6 __.� - PROPOSED GAS SERVICE LOCATION (PROVIDED) DA1 WEST SECTION) (18,067 SF/40.210 SF x 215 F = 97 F \ / s ,ASPHAL ` _ _ DO NOT BLOCK SIGN CONNECT TO BU/LDING --- �� c n4^' G ,r_ DOWN SPOUTS DA2 NORTHEAST SECTION (8,365 SF/40,210 SF x 215 F = 45 F 86 �� _ SPLIT RAIL FENCE ! (S bid- 49.4 4 G 49.1 �, 6" LOAM & SEED GRANITE CURBING 6" REVEAL 34b DA3 SOUTHEAST SECTION (13,778 SF/40,210 SF x 215 F = 74 F ALL DISTURBE P ' TOTAL COMBINED LEACH TRENCH LENGTH = 216 F L vg S� ASPy AREAS TYP, SAWCUT & FILL W-/ CONCRETE -- PROPOSED ELECTRIC SERVICE LOCATIONS ��a � M C ¢�2 1 �- �' 8t '4LF 49.0 G f1LT QA,/�E Cyr BM: HYDRANT TAG 11OLT (TYP.) 6" IF EXISTING PAVEMENT w TOTAL COMBINED LEACHING AREA = 216 F x 9 F = 1,944 SF (PROVIDED) O.K. _ ¢g ti� #289 EL. 51.42' - GROUND LIGHT ¢ _ c6 - _- ��,qlE� LDS - ------ 1" TOPCOAT MASS DPW Q o -- PROPOSEL' CATCH BASIN \ ` ANC I �. G �90 TYPE 11 ; o 1,000 GAL H-20 r\ i s _a�' p`r 48.6 -j 9.37 2" BINDER PROPOSED POLE LIGHT PARIGNG & TREE CALCULATIONS' )� 42 49.5 aryl, NE WAY SIGN 6• o-- 4 6;Y6' 501/? CATCH BAS/NS b �� '9 4 6p'(7YP .PARKING TOTAL BUILDING AREA= 7,497 SF WITH 50/� ASPHALT APRON ® ►" G+? C4�E 4 000 .' G-----0 FREE STANDING SIGN - _- -�' f48.(7 o(. C 000 a0 �. 000o000o0o0o0o0o0 (v 49.2- �' UY 000 0 0 0 0 0 0 o 0 H-20 F&C EL.480.t / r1- J \ 1 {� �' -- PROPOSED 6" REl/EAL o ° 6 0000°°000°0000000 RETAIL AREA= 0,70 x 7,497 SF x 1 SPACE 200 SF = 26.2 SPACES l rh PROPOSED 6"0 BO RDS " ° ° o' • °°o°o°o°Oo INVS OUT EL.40.5t t r p`Z4B Q 0 GRANITE CURB! G ° o°oo°000000000000 FREE STANDING SIGN(S) + 2 SEPARATE ENTERPRISES = 2.0 SPACES I w ,�� b (SEE ARCH. P } AT ENTRANCE (TYPICAL 6' I °o°o°o°o°o°o°o°°° c , � a o 0 0 0 0 0 0 (DO NOT ENTER) r r r J JtT� \ -H o 0 0 0 0 0 0 STORAGE AREA = 0.30 x 7,497 SF x 1 SPACE/700 SF = 3.2 SPACES r rrr Q o 000000 00°0°0°0000 V d CONNECT .O BU/L D/NG J ,r Q (� fit, LAit4y x ASPHA T L �, 0 0 0 0 0 0 0 0 0 0 0 0 DOWN SPC>>TS � � I"r �i �' � L Np 48.4 L OR/VE'-- � 0 0 0 0 0 (FIRE LANE TOTAL REQUIRED SPACES = 32 SPACES I Q t(I, o Q h8 SCAB °° °O° °O 12" PROCESSEC GRAVEL �J - DO NOT BLOCK a TOTAL AVAILABLE SPACES = 34 SPACES O.K. rt -- -46 6 qy�, Q " 6"MIN. CONCRETE ) CONNECT O 97' TRENCH lo-) / l+f}I Q 1 }� MDPW M1.03.1 .� 48.8 p '�, 2 ( ) VIB. ROLLER COMPACTED =r U' v r,r, X G V �49 TYP. 10" _ INCLUDES 2 HANDICAP ACCESSIBLE SPACES PROVIDED (INCL. VAN SPACE) TOP OF TENCH EL.41.5f I/ O 'ritU, p ,cyp, I ` D REMOV TOP & '3U SOIL C4a FREE STANDING SIGN U TREES- 34 SPACES 1 TREE/ PA = BOTTOM C - TRENCH EL395t I Q ��;�;Q l p�e ? ���Ep�U� �. �� �^ SCALE n `4 o NOTE: REMOVE ANY FROST SUSCEPTIBL MATERIAL W y g ( EE/ 8 SPACES) 5 TREES REQUIRED LEVEL TRt NCH S-O.00 / �� O �T / ?¢ q A4yC o 6� ;'" �1ND Q (ONE AY) ,� Q 5 3"CALIPER PARKING TREES PROVIDED IN ISLANDS ? r . W .vf -j TO A DEPTH OF 36" BELOW FINISHED GRADE. ( ) REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL / u PAINTED DIRECTIONAL TRAVEL ARROW O _ 0,� �G ( 4`�, t h49.36 � (LESS THAN 10% PASSING #200 SIEVE) h �* I r;1� p Q Tap of +r9�.s�' 0 `PI 1 _ j' s1R ;!;1 GRANITE CURBING CROSS SECTION - - O PRECAST CONC. WHEELSTOP EKSp �a h 1�1E� �/o�l " , NOT TO SCALE ANCHORED WITH #4 REBAR 24" MIN. - SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS I I j;i� -__ O PP ,t o o -, �� PROPOSED CATCH BASIN I TH 2 BUTT JOINT ON EXISTING BASE AND REMOVE OLD _I I MA 29 r' 4' E C."ONCRETE SIDE HALAL 3 1� `r' a_ �- 1,000 GAL H-20 TEST HOLE (PAVEMENT TO PROVIDE A STRAIGHT EDGE. I 1 ._,I P 5 a' r {' f 49.4 ' PE 2�' AWqy FROM j i i r o 0 6 Y6' SOL/D CATCH BAS/NS - - ,�;ii� / l 1 UILDING / �1'i \';,G .c+5 ,,� H-20 F&G EL.48.2f (�) - � PROPOSED CAPE COD BERM R�A aO,2 F rrltrn � � Q' If a,r,�.a �, /NV OUT EL.43.Ot � JI <tL.l:a, cn UF(IVtV'rNYj awn+, ,_ �ih - ' .,� \ �� d� \ - DOWN SPOUTS __Z- PROPOSED CONCRETE CURB III.r�i PROPOSED 6"0 OLLARDS •,` EAL �TYP� r,'lr �r �.. ��-' CONNECT TO SU/LDING I :.�:�..� o"" Hoc E /Nr � - r7;f� �._� `'`' • r g � AND WALKS CROSS COUNTRY V(H r% Cy - L_-. , TO PROTECT GAS METERS v� n r,t PROPOSED SAWCUT i I i t �.;g (TYFM aL a% S` t;i�; r \� CONNECT TO 45' TRENCH F- LOAM AND SEED t -� r t t'° TOPTOF TRENCH EL.44.Ot �_ Q � BITUMINOUS PAVEMENT `� ^ W-� "' Z t, .1 r FXISTING_EAYE AS SPFMED,\ AS SPECIFIEDCOhA1 T TO BUILD/ t'�� _ r 6UT.c. , L. ;�r�Ch' . • c O_ DOWN SPOUTS '%l r ' k1�'''` \ A' °' PROPOSED r!!r 48 5 a I" SLOPE TRENCH 5=0.01 Q `1 J lI I a PAVED r+ r j 48.6 I Fr V r i hr 49. ���_ PARK/NG �jf r B£RMISWAL E AS REOUIREO - n 44' t ( / ti TO ENSURE ALL RUNOFF Lei G_ LL (7)'p �_ -- - - ,a9'- _-r f i 2 ENTERS CATCH BASINS Q m \ S0p OCl P P \\ m I -_ Z 68f' (TYPICAL) m m C'5 GRAVEL �/ Op. oo< oo> \\ � � � \- -' BASE COURSE /�\/ aQ .4�0 00 0i;r � ' ��_ 5 Q PROVIDE 6" HOLE INTO ~ \/\\ a 0000 0 oa d o \. I t rlic - 2ga ;7`- _ �° - -- _ 12" TRENCH PIPE WATER GATE PROV/DE CAP p } n�, -- / AT END OF PIPE' I D TES: (0 P / r. U.G.ELEC&PHONE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS > 0 m } 0 PIPE /NV EL.42 55�- \//\ '4 A9. / 73# T c�u APPROXIMATE EXISTING SEWER STUB APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 1 i1 0 53' " Q FROM TOWN RECORDS. VERIFY CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE m Q V EXCAVATION- EARTH OR ROCK ' �, ` cl7\v I PROPOSED 6"0 BO LARDS i I 1 (7Yp) PROPOSED SIGN INVERT & LOCATION IN FIELD EQUIPMENT�N 7THE)CONSTRUCT ON AREA ANY OTHER UTILITIES VERIFICATION FICCATION OF OCATH MAY HAVE BIONSPIPE OR Q \ ALL ROCK EXCAVATION AND STONES ' J 1 I i, ^ ' ,� � \ (\SEE ARCH. PLANS '-�_ (gyp l sir PRIOR TO ANY SEWER WORK. / / \ 4b.y / ) 73' ,_ TO CODE 2 ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS I W COMPACTED j\\// \ LARGER DISPOSEDHOF AN SHALL BED REPLACED WITH 1 I IV t -'\'" - Z ) INV = 40.5 (VERIFY) DEPTH = 7.5' (VERIFY) d) (Typ 20 0 z PROJECT WORK SHALL CONFORM TO THE MASSACHUSETTS DEPARTMENT Cn m / \ f J 1 I Q -_ PROPOSED 6" SDR 35 SEWER 2" t I O APPROVED ��\\ \ I �, 38 Y �`'-� (7Yp +" J PROPOSED 4' OIA. SEWER MANHOLE OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS / \'APPROVED EXCAVATED MATERIAL _a o V 4, AS AMENDED TO PRESENT. k I BACKFILL / \\ OR GRAVEL BORROW. 0 8 10, W Q ASTM C-478 MATCH £)(!STING INVERT ALL SEWER WORK AND MATERIALS TO CONFORM TO BARNSTABLE SEWER REGULATIONS N O 47 4i >y..` INV = EL.45.5 iv V ly"46 yb-�48.1 I I 0 3. VERTICAL DATUM IS NGVD, ASSUMED. 4. DRAINAGE TRENCH TO BE SET IN CLEAN SAND ONLY. 5' REMOVAL UNSUITABLE MATERIAL. Fly" EXISTING SEWER MANHOLE W CV - 5. DESIGN LOADING FOR ALL PRECAST UNITS Ggly� >r v 0 STA. 9+46.3 FROM TOWN RECORDS. TO BE AASHTO-H20 UNLESS NOTED. W 6. o s' ,v'' I I�DSCAaf p p1 " �\ 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO Q -ASr /` q BE USED FOR PROPERTY LINE STAKING. 0 Lij 4fi 4 \.. 7.92`5\ 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN °pPo yam' s ST / BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED. -4° PIPE O.D. ° °o° \\ I S t / S 9+46,3 / 8. INSTALL EROSION CONTROL NETTING ON ALL SLOPES GREATER THAN 10%. 12' MIN. �\ \ o o \\ wQCF J Q9 ' / ' 2r \\` CAREFULLY COMPACTED / o y, ' �8. ulr' a / 9. ALL SEWER PIPING 6"0SDR35 PVC UNLESS NOTED. 0 `\\\ 8"MAX 12"MIN. \\' SELECTED MATERIAL OR ! _ 6 s ' O ' SS o 10. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 9/99, O Q �Y / _ o 48. 1 r> S� 9"MIN. \\ GRAVEL BORROW S ro` ti'!'/O r q 77 O 4, 11. PIPE JOINTS TO BE MADE WATERTIGHT. O \ c ° \\� i o " w`146_� 6/jC Obi l x479 K rn N ! a 12. MUNICIPAL WATER LOCATION TO BE VERIFIED. _ \\ /Yivf 48.7 S )' l WAT GATE a I 13. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Q 11 cr ° ° CA �Nps� x TH1 ~ p I 14. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. FILTER FABRIC °��� \. AAF 15. ALL ROOF RUNOFF TO BE PIPED TO SUBSURFACE LEACHING AS SHOWN. } - t IF RIQ'D / „ L 1 ' S I ROOF DRAINS 6"0 SDA 90 PVC AT 2% MIN. PITCH W m \' 1 2 O.D. t d _ 6 \\ \ °s°no ° \\ '_ `� r� 16. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. ~ w CAREFULLY COMPACTED FACE ABUTTING BUILDING `'�_ __ �7..9 I� ; \ Q17 45 17, 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 0 �J 6"0 SDR 35 ;/ �c,,r, . \ SELECTED MATERIAL lAy t" FUTURE I Q Q I / 90 \ IS't;� Gqy / v I r, I 18. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. O' = 0 (7) 6" MIN. DSCAP -+_ _ ENTRAN E q 47..7` DO N T ENTER SIGN 19. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, 0 V (n 0 4R 7? .^--'-_� SWgI _ l w ' OR NEIGHBORING PREMISES. PROPOSED CATCH BASIN \ ==: 1 �, 20. ALL EXISTING WATER AND UTILITY LINES ON SITE WILL BE ABANDONED AND/OR REMOVED. 1,000 GAL H-20 - �_ I' _ =�>' j� WATER SERVICE APPROXIMATE AS SHOWN. GAS, ELECTRIC, TELEPHONE & CABLE UTILITIES 6 Y6' SOL/D CATCH BAS/NS _l -' i - -� 1\ TO BE INSTALLED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN UNDIST UNDISTURBED / OVIDE CAP AT END OF PIPE CA . O (ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). WITH 5 O/A. ASPHALT APRON PIPE INV El..42 26f 11�iy t� H-20 F&G EL.46.0-+ �A^'DSCgo 47 18 } - REPLACE ANY INVS OUT EL.40.5f- E ONE WAY SIGN_ - BELOW GRADE EXCAVATION PROVIDE 6" HOLE INTO 12" TRENCH PIPE �N OF UNSUITABLE MATERIAL CONNECT TO BUILDING WITH CAREFULLY COMPACTED DOWN SPOUTS PRC.tPOSED 6"REVEAC- n SELECTED MATERIAL CONNECT TO BU/L D/NC CONNECT TO BU/C D/NG GRAMME CUR81 G / PROPOSED CATCH BASIN CQ IN 12" LIFTS, MAX. EARTH TRENCH ROCK TRENCH CONNECT TO _97' TRENCH DOWN SPOUTS DOWN SPOUTS EXISTING EDGE OF PAVEMENT AT ENTRANCE (TYP/CAL 1,000 GAL H-20 <C O TOP OF TRENCH EC,41.51- -46.99 �\ 6:Y6' SOLID CATCH BASINS ?t BOTTOM OF TRENCH EL.38 5t � STANDARD DETA1i, SITE PLAN MAINTAIN FLOW LINE r H-20 F&G £L.47.S.t LEVEL TRENCH 5=0.00 NO R.0.W RUNOFF \ /NV OUT EL.43.05_t- '1 SEWER TRENCH ONTO EX/ST/NG LOT F'ROPO CH BAS/N W NOT TO SCALE SCALE: 1"-20' BERM AS REQUIRED i CONNECT TO BU/LDING i-, 1,000 GAL H-20 z DOWN SPOUTS ------ 6 Y6" SOLID CATCH BAS/NS DEPTH (in.) TH1 ELEVATION DEPTH (In ) TH2 ELEVATION U z H-20 F&C EL.47.5t - �i 8" H-20 F&G 3 + 0 LOAMA70 SAND 47.8 0" FILL 47 2 E., x SEE PAVEMENT CROSS SECTION 2'X 2' GRATE (TYP.) 20 0 20 40 60 Feet -41 o z \INVS El.43.Oa` p RIM EL. VARIES c1 3 \ONNECT TO 74' TRENCH 72� 1UNSUITABL 0 YR 5 8 48.8 UNSUITABLE Z Z w E•• Q MIRAFI 140N FABRIC OVER SLOTTED H-20 SEE SITE PLAN TRENCH. OVERLAP SIDES 6" MIN, 12"0 HDPE G C1 m. 44,2 �' zz -., SLOPE TRENCH S=0.01 w d LOAMY SAND 5 4 (� 4" PEASTONE ADS N-12 OR EQ. MEDIUM A �C O 12"0 SLOTTED H-20 DRILL (2) 1'0 � 0 H-20 COLLAR COARSE SAND UNSUITABLE W n- TOP STRUCTURE - TOP TRENCH+10" HOLES 2.5 Y 6 4 . w Ca CORRUGATED HDPE PIPE BRIG ADJUSTING COURSE AS REQ. / 42 43.7 �+- ADS N-12 OR EQUAL EL.VARIES MORTAR ALL COMPONENTS 10% G&CO E-+ O Z TOP TRENCH EL.VARIES- f Np FORMED IN PLACE CONCRETE CURB PERVIOUS BRICK PAVERS LOAMY SAND ---+ a O 1" TOPCOAT MASS DPW 98 38.8 10 YR 6 POROUS INTERLOCKING BRICK UNITS 12" X 3' TYPE I1 MEDIUM BS LTA 41.7 Z :�5 ,75"-t.5" DOUBLE #3 REBAR CONTINUOUS C2 S. WASHED STONE COARSE SAND PEASTONE BETWEEN CCBERM 04 a' INV. EL.VARIES- / �5" REVEAL - 2" BINDER 2.5$TRYS / OAR MEDIUM d E SAND Z PIPE RUNS LEVEL C.B. TRAP 8000 PSI UNI ECO-STONE COARSE SAN C1 Z 0 1?."m HOPE PIPE •2"0 RCP CONNECTING PIPE o BETWEEN STRUCTURES ELBOW CLASS 5 SOLID PIPE ASTM C 936 CONCRETE UNIT PAVERS NOTE: WHEELSTOPS REQUIRED 144' 35.8 2.5 Y 6/4 w N OR 5= OT. TO TRENCH END 4' MIN. SUMP F;F 0.5% MIN. BET. BASINS ONLY. } o 0000 PERMEABLE BRICK PAVERS OR EQUAL o o 0000 (SEE PLAN FOR LOCATIONS) x BOT. TRENCH EL.VARIES_ °°o°o°o°o°°°°o°°°o o°o°o°°°°o°o° oo°0000 158 34.2 ° o 0 0 0 0 0 0 o 0 0 0 PROPOSED ° ° ° ° RIB 9_0 ° 1" PEASTONE MIXED 50/50 W/ COARSE SAND c0 3.0' -�1 1000 GALLON PRECAST 6" H-20 CATCH BASIN 6" LOAM & SEED y MDPW M 1.03.1" VIB. ROLLER COMPACTED 12" PROCESSED GRAVEL KEY 10% G5&O: STRATIFIED SAND GRAVEL d& GRAVELCOBBLES ['OX6'BASIN 8" 20OREY SOUR ALL DISTURBED AREAS \ 12" PROCESSED GRAVEL ("5% MAX. PASSING #200) 6" LOAM & SEED/ MDPW M1.03.1 VIB. ROLLER COMPACTED TRENCH CROSS SECTION PROPOSED LEACHING TRENCH BASIN H-20 OR EQUAL (TYP.) SECTIONAL PLATE \ REMOVE TOP & SUBSOIL COMPACT SUBBASE ALL DISTURBED AREAS REMOVE TOP & SUBSOIL COMPACT SUBBASE SOIL CLASS: I (SANDS, LOAMY SANDS) (T-P) NO MOTTLING OBSERVED NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL NO WATER OBSERVED NOTE: ALL FILL To BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSI',Y DATE: 9/28/99 COMPACT IN 6" LIFTS To 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. ENGINEER: DANIEL A. OJALA, SE, PLS _COLLECTOR DRAIN CROSS SECTION WITH VIBRATORY ROLLER. (DOWN CAPE ENGINEERING) EXCAVATOR: BORTOLOT71 CONSTRUCTION g g - 2 51 TRENCH DRAINAGE SYSTEM BRICK PAVERS SECTION PAVEMENT CROSS SECTION TEST HOLE LOGS 99-251 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SHFFT 1