Loading...
HomeMy WebLinkAbout28473-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30304 Date: 07/21/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 6400 MAIN RD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 4 Lot 24.23 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 7, 2002 pursuant to which Building Permit No. 28473-Z dated JUNE 18, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GOLF CART STORAGE BUILDING AS APPLIED FOR AND PER ZBA #4624 DATED 12/10/98. The certificate is issued to LAUREL LINKS COUNTRY CLUB (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-00-0011 06/21/04 ELECTRICAL CERTIFICATE NO. 75664C 04/16/04 PLUMBERS CERTIFICATION DATED 06/22/04 WILLIAM SCHWAUB t utho zed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28473 Z Date JUNE 18, 2002 Permission is hereby granted to: LINKS COUNTRY CLUB LAUREL 1833 MAIN ROAD DRAWER A JAMESPORT,NY 11947 for 551X 91 ' ACCESSORY GOLF CART STORAGE BUILDING AS APPLIED FOR WITH TOWN ZBA APPEAL # 4624 AND PLANNING BOARD APPROVALS . at premises located at 6400 MAIN RD LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 023 pursuant to application dated JUNE 7, 2002 and approved by the Building Inspector to expire on DECEMBER 18, 2003 . Fee $ 1, 461 . 00 r Authori d Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 2 d E This application must be filled in by typewriter,or ink and submitted to the Building IZe artment with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation}from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industriaf uilding,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and C'pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to.dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy Residential$15.00, Commercial $15.00 Date. ' New Construction: Old or Pre-existing Building: (check one) Location of Property: b Y(Y_-D 0-NC*r,, zc-)C,Cy (70 f{ CLIA) House No. Street Hamlet Owner or Owners of Property: LCAy�,re Suffolk County Tax Map No 1000, Section 1 a S Block Lot Subdivisioni,C� ( uk,\LlS Filed Map, Lot: Permit No. o?F LI-73 z Date of Permit. Applicant: 1 n ct r Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y/ (ch e) Fee Submitted: $ -SCS . G�'� Applicant Sign re ---- ,00xiEF01K�oG - �o y� C= Fax (5 16) 765-1823 Town Hal;, 53095 Main Road cn Telephone (516) 765.181^2 P. O. Box 1179 O O Southokd, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No . C1�13 owner: l,(,,�,r2� lel (please print) Plumber: (please print) I certify that the solder used in the water supply systeF. contains less than 2/10 of 1% lead. (Plumbers Si n re) Sworn to before me this M 6 day of \44t-C.. Nota y Public , County SAMA JALAYER PUBLIC.STATE OF NEW YORK ouAu o uN suFFouc COUNTY COMI�AISgM EXF Y 27.20-0 7 �:.,��•�' ''=.'c' =•'' .;3- •.; vim` { 12;' .SIM_ �`.P.+s�i %,%7•:%"' 'f:•;K �f{:}ti:: c�iti'.-...Y;'•- ✓f:aw Fc. "� �a�,��, tL%':'' •r', ,�' '�'._ •`3._/� -�. f�.•,••;�tib. • tr ,•. o"Y •.r tiv t.s,.• �r-r ti v �.:;y .ry�n., z� ,fir.+.•r .^.• +'i• '? •stir v V '9 •8 0•✓vOr• i! :•i' i'�'''.P'hi Ar r�• i�'i°!�•i0i4'sr�i�♦ r•� �.. Pa'.•.�•.,.y t•0 J•�'.'�` G.�., +•i +1 r'1' i:v . i••d � t r �•�� 'i���yA.4 ��' r � P• �rt• �i1 Jp'r ,�.'S.t�.�'t J4*' `t�t'1�!'�y'.�R �/r- �., �/ l� Electrical Inspection Certificate _ Issue Date Electrical Inspection Service, Inc. Application Nr;1 4/16/2004 375 Dunton Avenue 75664C + East Patchogue, New York 11772 (631)286-6642 '�Lr7� Issued To: Links Country Club Street: 6400 Main Road =s Village: Laurel Zip: 11942 Town: Southold ' ; ::• Section: 125 Block: 0004 Lot: 024.023 <r: Contractor: Island Electric Contracting Corp. Lic. # 5206-E Was examined and found to be in compliance with the National Electrical Code. _. XJ Commercial ❑ NV Defects ❑ Pool [� 1st Floor Indoor Basement [ Hot Tub Residential [i Det. Garage L] Attic [K 2nd Floor E Outdoor _' Addition Survey + — Switches Receptacles Fixtures GFI Heaters A/C Fans � � y 4 2 12 2 1 = '' Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves .'`'`�" Furnace Oil Gas Circulators Smoke Detector Bell Transformer rr - Meter Amps Phase UG/OH Jacuzzi Television CO Detector .w 4x Bldg Permit28473 Z �r'a'7 rw-11L Ural President a.. I Rough Inspection: 06/10/2003 Inspector: Ed Scavelli = ti Final Inspection: 04/08/2004 +` Inspector: John McMahon III ' This certificate must not be altered in any manner. Inspectors may be identified by their credentials. r • 1 � k APPEALS BOARD MEMBERS O�Og14FFO(�-co Southold Town Hall Gerard P. Goehringer,Chairman =� Gy1 53095 Main Road James Dinizio, Jr. y P.O. Box 1179 Lydia A.Tortora 01-1 Southold, New York 11971 Lora S. Collins y ��� ZBA Fax (516)765-9064 George Horning l �� Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF DECEMBER 10, 1998 Appl. No. 4624 — LAUREL LINKS PARCEL NOS. 1000-126-7-1; 1000-125-3-13, 15, 17; 1000-125-4-21, 24.1 STREET & LOCALITY: Main Road (S.R. 25), Laurel DATE OF PUBLIC HEARING: October 15, 1998 and December 10, 1998 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The subject lands comprise an area of 222.85 acres with frontage and access from the southerly side of Main Road (a/k/a NYS Route 25), Laurel. The entire property is zoned "AC"Agricultural-Conservation. BASIS OF APPLICATION: Southold Town Zoning Code Article III, Section 100-31B-7 for golf course, golf club-house and related golf facilities and amenities, including but not limited to tennis courts and a swimming pool on a site of approximately 160.29 acres. The remaining acreage (62 acres, more or less) is pending subdivision approval at this time with the Town Planning Board. Article III, Section 100-31B(7) and Section 100-33C read as follows: Section 100-31B(7): "Uses permitted by Special Exception" upon receiving approval from the Board of Appeals for the following: Beach clubs, tennis clubs, country clubs, golf clubs, public golf courses and annual membership clubs catering exclusively to members and their guests and accessory playgrounds, beaches, swimming pools, tennis courts, recreational buildings and maintenance buildings, subject to the following requirements: (a) No building or part thereof or any parking or loading area shall be located within one hundred (100)feet of any street line or within fifty (50) feet of any lot line. (b)The total area covered by principal and accessory buildings shall not exceed twenty percent(20%) of the area of the lot. (c) No such use shall occupy a lot with an area of less than three (3) acres. Section 100-13 (Definition): Page 2 - December 10, 1998 ZBA AppL�No.4624— Laurel Links Special Exception Determination MEMBERSHIP CLUB, COUNTRY or GOLF. An entity established for the principal purpose of engaging in outdoor sports, such as golf, tennis, swimming, fishing, hunting or similar activities but not including any form of aviation, outdoor trap, skeet or target shooting or motorboat racing. Section 100-31C, Article III: "... Accessory uses, limited to the following uses and subject to the conditions listed at 100-33 herein: ...(1) any customary structures or uses which are customarily incidental to the principal use, except those prohibited by this chapter...." FINDINGS OF FACT: The following Findings of Fact have been made based upon information and testimony offered to the Board: Applicant is proposing a 6100 sq. ft. Golf Club-House (principal building). The setbacks of all new buildings meet the required setbacks and locations of the Zoning Code, as shown on the amended Plan dated December 3, 1998, prepared by Young & Young, L.S. The Golf Club-House and related buildings will be in conformance with all New York State Fire Prevention and Building Codes and rules as to handicap, fire and safety issues. The use as a golf course and related facilities is reasonable in relation to the District in which it is located, the adjacent use district, and nearby and adjacent residential uses. The Special Exception use will be in harmony with the intent and purpose of the Zoning Code. This zoning use is authorized by the Southold Town Zoning Code subject to Special Exception review and approval by the Board of Appeals. This use will conform to the standards prescribed in the ordinance and in fact is a less intensive use for the property when compared to other allowable uses such as subdividing the entire parcel. This project is pending reviews with the Town Planning Board (and other applicable agencies) under the site plan regulations as to parking, landscaping buffers, drainage, curb cuts, etc. All parking is on this site (not along any side streets or other off-site areas). This Board has considered the General Standards set forth under Section 100-263 and finds that: Page 3- December 10, 1998 ZBKAppL`No. 4624—Laurel Links Special Exception Determination A) Grant of this application will not affect the safety, health, comfort, convenience, or order of the Town. B) The use will not prevent the orderly and reasonable use of properties in adjacent R-80, R-40, "A-C" Residential and ""B-Business"Zone Districts. C) The use will not prevent orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts; D) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location; E) The proposed use is in harmony with and will promote the general purposes and intent of the code; F) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. G) The structures, equipment and material will be accessible for emergency protection. The Board has also reviewed and considered those matters listed at Section 100-264A through P of the Zoning Code, and finds that no adverse conditions will result from the grant of this Special Exception. OTHER REVIEWS: A separate Special Exception application (for future changes) will not be necessary for accessory buildings or accessory uses. RESOLUTION/ACTION: On motion by Member Dinizio, seconded by Member Collins, it was RESOLVED, to GRANT Application No. 4624 for a Special Exception, as applied for, and subject to the following CONDITIONS: 1) The Board of Appeals reserves the right to reopen the public hearing on this Application in the event that Lead Agency issues a Positive Declaration under SEQRA. 2) A steel gate shall be located across the proposed emergency access and shall not extend 100 ft. past the proposed Superintendent's driveway area. :Page 4-December 10, 1998 AA Appl, No. 4624— Laurel Links Special Exception Determination 3) No construction or work vehicles shall use the proposed emergency access, and the emergency access shall only be used for fire and other emergency purposes (not for general public or private use). Vote of the Board: Ayes: Goehringer, Dinizio, Tortora, and Collins. This Resolution was duly ADOPTED (4-0). (Member Horning of F.I. was absent at the time of this Resolution.) RD P. GOEHRINGER, CHAIRMA 2//of 98 For Filing on 12/ /98 B-, Town � Pat Conklin co o ce Town Hall,53095 Main Road 1 Fax(631)765-9502 P.O.Box 1179 Gy • �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Fire Inspection Report 2004 April 13, 2004 Mr. Richard Manzi Laurel Links Golf Cart Building 6400 Main Road Laurel, NY 11748 Dear Mr. Manzi: Thank you for the cooperation during the fire inspection of Laurel Links Golf Cart Building on March 23, 2004. The maximum occupancy of your establishment is 17. The golf cart storage building passed the fire inspection. If you have any questions or the required modifications are completed, please contact me at the above office. Yo truly, obert Fisher Fire Inspector Cc: Chief, Mattituck Fire Department LLGoIfBldg-04-04-1 1254-24.23 Page 1 FIRE INSPECTION SURVEY •" •' Width Height Fire Rated YIN Dead Ends YIN Length Width Height Enclosure Landings Venting Vestibule Roof Access Handrails Barrier at.Discharge Comments Width. Main Width, Secondary Condition Properly Maint. • ' ' gap • • Tye Location Condition Date serviced Inspection Due HOUSEKEEPINGStorage Location Refuse PIU Se aration from Bldg _7General Condition • Type NONE Amounts 'Se arati6in Safety Containers Location Placardin Comments -HAZARDOUSMATERIALS Type , ACID Amounts <500 :Placardin NOJ , Comments PLACARDING NOT REQUIRED -ADDITIONAL STORAGE FOR UP TO 60 CARTS ROOF VENT AND WALL EXHAUST FANS FIRE INSPECTION PASSED LaurelLakesGolf ldg-FIS-04-03 4/13/04 FIRE INSPECTION SURVEY • LAUREL LINKS GOLF CART BLDG 125-4-24.23 ��• 6400 MAIN ROAD - ► MATTITUCK LAUREL 11948 • 298-1490 + 3/23/04 +- R FISHER • RICHARD MANZI '• • BUILDER GENERAL - Levels S/U 1 Gross Floor Area 5122 Assembly Floor Area 0 Occupancy Class S2 Occupancy Load 17 Occupancy Certificate NO Mixed Occupancy NO Const, Separation N/A Bid . No. & Comments N/A CONSTRUCTION Interior Walls WOOD Exterior Walls WOOD FINISH- Interior Walls FR WD Exterior Walls WOOD „ � w ',sCertin PLASTIC Roof ASPHALT ••' Interior WOOD Exterior WOOD Fire Doors NO Fire,Emer Access OK FIRE ALARM- Yes/No NO Insp Date/Due Man to/Local` Comments • No. of Heat No. of Smoke ••' Adequate YIN YES Number 4 Width" 36 Height 80 Swing Proper YIN YES Hardware Proper YIN YES Panic Bars YIN YES Exit Signs YIN YES L606- va6pr Sin YIN; NO Comments • Means of Egress OK #of Exit Signs 4 f/tsr 4 Se Circuits OK Exteriorillumin. OK ' Ample# YIN YES Locations ASST T e" ABC Number 4 Date Iinsp. Due 3/04 , Come ant_ •• Semi Annual Ins . NONE Grease Acculm. `�"hCCe rii "Due'' iris action Due �••' Rating NONE Hardware xY4' C/osin Device Latching SPRINKLER- F D. Connection NONE WetlDrylCoinbo ve Test Date Inspection Due Comments HEATINGT e H AIR Fuel ELEC ;. Duets/Dampers Smoke Detectors j, n fa (� f-off Condition Housekeeping • Fuel ELEC Location Coriditian° Housekeeping Size A Location Circuit Protection BREAK Openings in Panel NO Open Boxes NO Extension Cords NO Panel Clear&Acc YES Meter Clear&Acc YES Grounding OK Condition OK LaurelLakesGolf ldg-FIS-04-03 4113104 01/21/2004 11:12 6317440032 MANZIHOMESINC PAGE 01 MANZI HOMES, INC F.O. BOX 702 ROCKY FOTNT,NY 11778 631-744-1039 FAX 631-744-0032 January 21, 2004 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,NY Fax: 765-1823 MICHELLE GESSECK MANZI HOMES INC P.O BOX 702 ROCKY POINT,NY 11778 RE: PERMIT#28473 We are writing this letter requesting an extension on permit#28473, Laurel Links Country Club,Laurel. The current permit expires on December 18, 2003. Thank you � 1 Michelle Gesseck Manzi Homes Inc e JEFFREY T. B UTLERV P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 766 631 -82 1 -8650 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS March 25, 2003 Town of Southold Building Department Re: Laurel Links Cart Building Permit# 28473 Dear Sirs: I have inspected the as-built condition of the steel stud curtain walls and find the construction meets with my approval and the requirements of NYCCR. Please call if you should have any additional concerns about this application. Si cerely, frey T. Butler, P.E. .L\4 -/�.: JOSHUA Y. HORTON �� y� JAMES A. RICHTER, R.A. SUPERVISOR <<'„ ENGINEER TOWN HALL - 53095 MAIN ROAD TO\VTN OF SOUTHOLD,NEW YORK 11971 Fnx (516)-755- 1355 ���� �pTel (516)-7G5 - 1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD April 10, 2002 Bennett Orlowski, Jr. Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Laurel links Subdivision S.C.T.M. #: 1000-125-04-21 1000-125-04-24.1 1000-126-07-01 Dear Mr. Orlowski: The RCA blend base course for the above referenced project has been completed with the exception of the main entrance area adjacent to Route 25. The RCA material used for this project was extremely dirty and potentially contaminated with hazardous waste product. For this reason,the contractor was required to provide laboratory tests that would verify the presence of Volatile Organics or Heavy Metals. This test has been performed and submitted by Universal Testing Laboratory. The report from Universal Testing,dated 4/5/02, indicates that the chemical analysis of the RCA materials that were sampled and tested are within acceptable levels. A copy of this report has been enclosed for your reference. At this time, all of the utilities are in place and the placement,grading and compaction of the RCA base in the roadway and behind the curbing along the shoulder of the road is considered satisfactory. This road has been approved for Asphalt Pavement. The current condition of the road system meets the minimum access requirements for emergency equipment. The road also meets access requirements for building construction and the Building Department has been notified. If you have any questions concerning this report, please contact my office. Si c ely, James A. Ri to , R.A. cc: Pewr Harris (Superintendent of Higl ys) iichael Verity (Principal Building Inspector) �o�OSUFFO�,��o h �y� a Town Hall,53095 Main Road P.O.Box 1179 Fax(631)765-1823 Southold,New York 11971-0959 y�01 �aO� Telephone(631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD Office of the Building Inspector May 17, 2002 Laurel Links Country Club Mr. Saland PO Box A Jamesport, NY 11942 Dear Mr. Saland, Please take notice that in review of your permit application dated April 8,2001 for Accessory Golf Cart Building on the property located at Main Road, Laurel, N.Y. County Tax Map Number 1000 - Section 125 Block 4 Lot 24.23 Enclosed you will find the permit application which can not be processed and written until the following is submitted: Three new sets of certified construction drawings reflecting changes in accordance with NYSBC, Town of Southold and Handicap Standards. The construction plans must note the following: Construction Classification, Occupancy Classification, area in square foot, structural details,truss certification, height of building and specifications for Handicap Standards as required. If there are any questions you can contact us at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. Res ctfully y s, B o em Building Inspector CC:file JEFFREY T. B UTLEIRY �;- 20 OVERHILL RD. `'- SHOREHAM,, NEW YORK 1 1 786 631 -821 -8B50 LICENSED PROFESSIONAL ENGINEER , MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS i�_ =--_- September 27, 2002 Town of Southold Building Department Re: Manzi Homes Laurel Links Country Club Cart Barn Permit# o? 7� Dear Sirs: Please note the following concerning this application: • I have reviewed and inspected the rebar installation for the foundation and found that it agrees with the plans on file for the above mentioned application. Please call if you should have any additional concerns about this application. S cerely, e ey T. Bu , P.E. l� y •, C,4 16j)l ��47('/ 4Is- 2_6 A 6K - g62-�e — /z11 o 10-60-d0I/ SS x 9/ MI ;pie /�Gt�SSary �rlci,�C� lJ 11.E 11 Applicant/ n Date Owners Name: Architect/ 0 Date Engineer: Submitted: ' SCTM #: District: 1,000 Section: Block: L t: �� Project Subdivision Location: lo�20 Name: — Sin&le & separate Required cerltrmmion: (Yes/No) //1p Req. Req. Y_ouing 1)islrict:/Ti Il of size: DV'lj Actual: I (Lot coverage Proposed ) Req Req Req (front Yard Proposed: (Side(Side Yard Proposl (Rear Yard Proposed Project Description: �'`� /^�-�►�3 Z/� AGENC-VJERMITS Permit REQUIPJp FOR RE'VIEW N.A. NO um er Suffolk County Health-Dept. L IfN- New York State D. E. C. t Town Trustees Town Zoning Board:approval: Town Planning Board approval: /O v/o/ Flood Plane Elevation??? Flood Zone: Az Dotes: oe �) C- 4,2 C�Cccrrta,,cy 9`ass,b�� q �1� , x ,30 = 13S-6.Gu Lo If copper tubing is used for water distributing system; piping shell be of types K or L only UNDERWRITERS CERTIFICATE REQUIRED 02/1212002 12:20 6317270144 NG YOUNG PAGE 0'd y CoTJNTY or$tI#01 Y, INFORMATION ROBIMT T;GrAMNEY SUFFOIX COUNTY EXBCtTP W DWARF`WMALM S`MViCrA CUM B.DRADIEY.M.D.,WH OM CBpF WAS'tLWATMt MANAGWaNT COMMISSMONER 81 � (6 )8522100 t PERMI h� BWth So vices Reference# Project Naive LZ II (21 W ,C'Z Tho attached plat, when duly signed by a representative of the,deparmlent, constitutes a pezmit to construct a watersupply and/or a sewage disposal.or collection system for the propetty as depicted lit applicani should take nm of any conditions of qn zoval,which may be indicated on the plan or enclosed herein. Construction must conform with,applicable$tandardis including"Si`asntisrds for Approver of. Pla+os anis Consbru� do .for Sewage Aiispwal System for Other than Slagle Family Residences" OUdsslow or lack of deW oa tg plan do not release the applicant from the responsibility of having the construction done m conformance:with applicable standards. The permit(plan)expires three(3)years after the approval date. Any modification which my affect the,proposed sewage disposal or:water supply systems requires submission of a revised plan and additional fees(if applicable)forteapproval priorto construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures deperibed W Instructions to Renew,Extend, or*Transfer an Exacting Fertmit for Other than Slagle Family Residences (Form WWM-018). It..is the applicani's responsibility to call tho dcpattaacnt in.adva?we to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection.and disposal systems, water supply system components and piping, and finai g ding as show�a on tht approved.plans. In,certain cases,inspections of the soil excavation maybe r ai d ts�detezmine the acceptability of the soils for sewage disposal systems. The deparandut i nitst be notified at least 48 hours in advance to schedule an inspection by calling.852-2097.; and excavation inspections must g1m be confirmed by calling 852-2100 prior to 9:30am, the morning of;he inspection. Flual:approval'issued by tb►e Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. WWM-016 (Rev.4/03/01) Page 1 of 2 02112/2002 12 20 63172144 YOUNG'YOUNG PAGE 83 HD Ref.No, CN- v. Proje tName, CONDITIONS FOR fl$' ADZING FINAL APPROVAL OF CONSTRUCTED PR0�gCf As a condition of thas permit to constru&E, the following items must be completed-.as a rainirnum, prior to building occupancy 4nd use of the sewage disposal system or water supply:faciUdes. For further iformation concerning this,refer to IusLrucd�ns:For(�btaf ni ►g.Fsna H Ifhl apartment Approval:( ,s rtscted PmlecuFor.Orher Than SinWe FtWHY Resideur:w ToanWWhi 19). [� Excavation, cion b the..Officc.of Wastewater Mau prt Iuspec y agement=or to installation of any j ]eachii�g Is to determine :e�pt�bility.bf soils. (Call 85207-to sclaredalesd%nspectiori and co�by catling 8522 I40 prion ry 9.3 n, lite rnorntng o, the' insfiection-) )SausfacLory inspection by Office of Wastewater Management of the sewage disposal system (Call 852-2.097 to schedule an inspection) Satisfactory inspection of the water supply system by: j JE9�,Office of Wastewater Management(Call.852-2097 to scbedule an inspection.) i Office of Water Resources,Nater Quality Unit( Call 853-2250 for inspection.) Satisfactory inspection by the Office of Pollution Control {Call 854-nG2.for inspection.) jj ❑ Sewage treatment plant torage tanks ❑ Other. Application fora Food Permit to the Food Control Unit(Call 552-2067 for instructions.) -- ` �fow(4) prints of an As-Built plan '72p letter'from water district— CUffil-&-st, �a; .�.ce tQk�., tu 'Certification from the licensed sewage disposal system installer ❑ "S-9 form"from Suffolk County Department of.Pubiic Works'(SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis Certificaiian of Carbon Monoxide Alarm Installation (form WWM-075 MD) i Design Professionals Certification of Constructed Works(form WWM-073,enclosed)for ❑ Sewer linea and sewage Collection system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber 1&ub-surface sewage disposal system ❑ Sewage treatment plant Water supply system. ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ other: 1► H0.' ��tri ,�S �'ro��1 c� s�r�^L"ta-��� t:t- �a►� ..�rs.,.r� ��;�d�� .VWM-016 (Rev. 4/03/01) Page 2 of 2 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS• DATE I 0✓ INSPECTOR- J 73 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE /0/-I/C ;,-- INSPECTOR J BUILDING DE". INSPECTIO""--- [ ] FOUNDATION IST f ROUGR PLBG. [ ] F NDATION 2ND [ ] INSULATION [ �] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS./ 1000, DATE INSPECTOR Z �.s.� J suauiNa DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROPLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS-'-\ Aj''"�l J� DATE � � -INSPECTOR 1 -� ?(173 * ,65- 802 BUILDING DEPT. INSPECTIO""� [ ] FOUNDATION IST [ ROUOFI PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLAC & CFIIMNEY REMARKS: 0/z- DATE � INSPEC 765.1802 BUILDING DEPT. INSPECTION v [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL [ ] FIREPLACE & CHIMNEY �] FIRE SAFETY INSPECTION V � REMARKS: i DATE 6 INSPECTOR FrELD INSPECTION REPORT DTE CONJMIRM FOUNDATION(IST) J y ----------------------------------- .. 100, FOUNDATION(2ND) T e.: z o y ROUGH FRAMING& 5 y PLUMBING c - x INSULATION PER N.Y. `3 STATE ENERGY CODE FINAL r ADDPITONAL CONIlViENTS 1(6,02 3 � Z b MbY1 e� C'� m 00 z x x d TOWN OT SO&HOLD BUILDING PERMIT APPLICATION CHECKLIS BUILDING DEPARTMENT Do you have or need the following,before applying' TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. a �'9� Check Septic Form N.Y.S.D.E.C. Trustees Examined 04ckl 20 02 j' ' Contact: Approved OV/S 20 ��i if r7;2002 Mail to: i Disapproved a/c Phone: uilding nspector ► ..r R '- 8 2L"� 2002 "f ` APPLICATION FOR BUILDING PERMIT Date (/ t /off 200 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 Sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit Shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or [regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) F ,o , 12 ov A (Mailing address of applicant) V State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder / �9W 0Q L Vame of owner of premises L- L C, C (as on the tax roll or latest deed) [f a t is a co oratio , gnature dulyf,�a\ueth'ori edo,fficer (Name aA title of corporate officer) Builders License No. G Plumbers License No. 2 p g Electricians License No. Dther Trade's License No. 1. Location of land qn which proposed work will be done: ��� � Q,,uc C House Number Street Hamlet County Tax Map No. 1000 Section---f--�- — Block Lot s * Subdivision Filed Map No. o't (Name) ,tate existing-use and occupancy of premises and intended use d oc pancy of proposed construction: I' a. Existing use and occupancy �- b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost S—©d/ 060 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units /V Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ho L)y- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1 !/ 8. Dimensions of entire new ns ction: Front ! vt Read 7 Depth ` Height 2Co �' 1 Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: {� 13. Will lot be re-graded /y Will excess fill be removed from premises: YES 079+nr�'P�ti7' yl 14.Names of Owner of premises L- LCC Address U •0 e Ad x' A Phone No. Name of Architect v-�- e� hc��'`'4-t Address 44y 3 Y d}XEgE l rl Phone No Name of Contractor z l Address g4)? 7V Z ✓J CCy QT' Phone No. -7 Y Y-1 C 3 y' 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BEiifQUIRED 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ,,/ / C/ U l - 99/4 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signinng�contract) above named, (S)He is�the 6AP icy (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to ,�efore me this /a — day of 200a— Notary Public Sign ure of Applicant IANETV.STEWART NOTARY PUBLIC,State of New York No.5246633485 fuaftd In Ssftok COWY . Commission Eom Nov 30,260—,")- Young & Young, Land Surveyorseg 400 Ostrander Avenue, Riverhead, New York 11901 lie, \ 631-727-2303 4` a0 e� Alden W. Young, P.E. & L.S. (1908-/994) Raz- Howard W. Young, toned Surveyor554- Tharnas C. Wolpert, Profeasionall Engineer vu; e s IIIsu .T.th1,A.1W 315 u" S 18'42140 245.02"' E"s. ] I _ CCCCCC @ u FWNDA>i NC.� 69 j S 13.4550" E j I R.MpS /2' 773.42' 'r'o 2ar 93.51' 1 opxopen. "] m o S 12 • 34'00 m FOUNDA ON I Y Q E LJ AVER' \ 1 I 11 m 80 o I 1 ; 2 .194' oBp' a li 589 0' 1 i I U35� Y a DRAINAGE EASEMENT NO. I____-__ . �� U ` Ole l-I i prrT+r 2Jyl/ +Zv ' �' 1 \ °1 CONSU 1C110N °O €' 3 /6/—� H Q + I I cCl ovcres a ="a SEE ✓ o n Fw INSET 'D' Lo{ 30 ✓ ✓ �- n Nm".,"o=,z �„�.om.,m I N«.,.,.«"..., . .«„•.”"..N� I "&ole:;,"at;. / I ° =g"s N Z /� �1 �// m \ w I aicoRIGHT SCRDAYEW eaulivwp E' y`z /l /J AS CESadREp IN DEEP E:�3 \ ^ a S 1825'10' E 93578' utme w.5n / UH R=25.00' R=25.00' ��"� u1 iK L=39.31' L=24.56' = --= INSET rD' a v 1r N 1633'40' W "219.53, I.,maia' ,SCALE: Y=40' 237.62' R=25.00' - �' I ✓ °"'Tr ��YE w 226.12 Z S 16'53'40" E < ^' R=25.00' %7J 4. 6 9�S7 L=39.23' R=25.00' N4 �oaS. 3 1y`9 M1ry 10.` f 1 k52 L=28.94' dj9� ,6 `-- d INSET 'B' �a:" g� z R=25.00' ou, L=31.61' SCALE: 1'=40' 0 o. : n 10 I m p �� q N 0 N I v of / 11 op..,n 753,83, c o0 al ,3 I 8 4 H7 IFwca`,..1 L o m, n "! Ili ke• eJ3, n �+".„,"„1. dg 1V '� al1 / 1.1 r• 'po NOTE AREA = 154.6442 ACRES 10. .moMY'7. 'o. N 18'42'00" W E^ M ed A 05 'ea% �_ SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF ones ' ro THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS 9.23' rn - coxsmucnax �? 1 8 `\ 16 w i ' .�i oI "4N 1,�„,r„ / e I FILE NO. 10712. m to ` ” - •' 148.]9' 17'35'40" 4 —— a oor W 552 I $ ! 9.07' .3940 OPso Space Parcel A 1"1 SEE or .ott b4 '0 S 18'I3'10' E SEE N -�� Subdivision - L I INSET '6' /1 N Laurel 4 INSET 'C' 1 LInkS I 't I UTILITYUTILITYEASEMENT NO. 1 18 gy $ya�� i $N. f 1`caxsmucnpx h9fL^ • \ 21 20 19 1 15° 5 �. W ' - - , cP 2`. / / C .z.. `" IOi¢ FuuP � 3 A 28 2 I 3 I W 45.1 �_�. / ., v. �3zJ, T4s A°� < 'SA 99➢H[VSE/T Qq '�. I R=wz ee' ' �p'S`�61 qa,3 wE^ .m* -O - \ � SURVEYOR'S p 1I I1. m a SUR E DR'S CERTIFICATION Z - in N I �/°`` `s -_ ' s 1'.1,ya 22 / yL N656 p 37483]72 �45.y0 N 20'2023 W 391.44' A ,°N" '/ w "' m • WE HEREBY CERTIFY TO LAUREL LINKS THAT THIS N - _ SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 28 gr 'ijS1']�?'' S 10�• W 1' 7l �q \ '' S / PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE $ 26 G4 11 $�, 1206 eo ryoal N 451657 . - - - _ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. �'� E A�n}� L.2SRni Py]]50�L ���\ 6 S2g.r%S\§ 4" s 27 \• _y < wee• 2 j '^`' ----------------------- 4x �g a S 06'11'40" E ii``4� W Y . w 26 y r V Open Space Parcel B : 62.70' _ f v v I \ _ % Subdivision - "Laurel Links' -- „ 35KT15 � � ^�ryb 189440 E\' � QT`ra. --' m y19E6 _- 63. �. 2oro 'zo E INSET 'A' - _ /y ``R=152.53' e� 30�� L=94.49' �D X1.10 `A,n aSCALE: 1"=40' HOWARD W. YOUNG, N.Y.S. L.S. N0. 45693 q O =941 !Q f Dg 265.74 �4 �se o B 5693 ZC �➢ S 72'30'00= E R�i3].50' yg• ]a o" i SAN 19'44'20' Y� £ y .ob , °i tSAf0 P�4 z"e Rb �'aa — 535,fi5' R�92.50' La335.54' R=14966 9. ,ye .w, q O � [AND SU ° ek N iz]0'Oa'W 51565ZQ.p At5 ENEAOaMY T fl.511.5a' LUp2.5Au `ry]3NN-`2[5GMPAT R11.50ar` ppe's ' A / p =3 / GOLF COURSE & RELATED IMPROVEMENTS E 4NEHT mN SEE \ 1so ARE NOT SHOWN HEREON INSET 'A' as /'er1 lia �o = 4ea SURVEY FOR ;6 me / u ,,•� N. r ce6. e ' Lot 30 LAUREL LINKS epo ]"'I �.+%�Nots�`� LOT 30 "LAUREL LINKS" I J R-000' / A Mattituck, To of Southold 3.78 D 30 ,q t Town o 33 a� 9 4 Suffolk County, New York a N 182010" W 265.37' UNDER N 26'S7a0" W w I ,.,, ,,," wv I I n 1 q 299.44' N 19'44 �Z m m 0 0 ELM — -- —__—_ CONSTRUCTION t•` I 1 1 N " .a W„ F ,,,,, .n ,.a I �. 12813.61' N 19'4420 W D AR DRIVE ______ P N,,.. 1 I I I m� County Tax Map District 1000 s«NNP 125 alaaN 04 Lm 24,23 1 i o ,., 1 I I I w j sue.'�1d1 °«a rlo"'i1e96" I ,a , o p DELMAR DRIVE v] " I I I I DELMAR DRIVE i PUMP / \ MWSE FOUNDATION LOCATION OF GOLF CART BUILDING OCT. 1, 2002 .. y FOUNDATION LOCATION OF MAINTENANCE BUILDING SEPT. 9, 2002 "Na GENERAL AMENDMENTS AUG. 19, 2002 <4k` MAP PREPARED JUNE 6, 2002 :'aas �e INSET 'C SCALE r = zoo' €a JOB NO. 97-717 SCALE: 1"=40' DWG. 977017_030 2002_0436_surwy 4`a 1 '• ' Young & Young W 400 Ostrander Avenue, Riverhead New York 11901 aa 631-727-2303g�P Howard ff. Young, Land Surveyor b / Thomas C. Dolpert, Professional Rngineer aCga avll � APRON >r / Robert C. Tact, Architect - 6 .e' Ronald E. Pfvh4 Landscape ArchitectDouglas R. Adams, Professional Engineer STORAGE SHED 6.1'1o 9.9' FRAME - 1 ,J>r -__ __-__--_ RT k-DINC om HALFWAY m COk CP n e EEC RIC xousE �)in1i' (` ^ 5 19'42'140'n ---� ��__ __ +___�n�� .w•_s_n •... __- i,e - __ =� LTRANSFORMER ` /•40 (� GQ' i +i'�'�' I{ II- -{ � z4s.o2' E P of WuSe 'F JJ- em! ivycP o Cam♦• S+o e�( \ 13 � caxc sIDEwALK -ae"^� APPfOVaI °f2oJ.az'i( I -- --- x- I l• - Wil` /*\ \ Q a11ETETIG S 13'45' " 3Ie :«10EJ 'Ty, 5 18'31'50' E fifi0.4T Mt '• `V I GTGOLF CART ]3.42' �o 283.51' '° n xxn'a o°.=,Ci� CP sTSTORAGE BUILDING / ' \`\�SEE34'0 \ • � §e.D• Halfway House' INSET 'D' �' N x, C(D -00 -001 CLUBHOUSE \' ° � 2 a § DRAINAGE CASEMENT No. 1 // ^\ SEE 3 I \ Golf kart Storage eBuildin� 5�e \ \ O ____ 450.9_ r I r INSET 'F' - ' «n.1n o.,nm'1i rmm.on.r« .rm,,.r �Y R POOL HOUSE / o\rv\`. �/// Lot 8e x I o.°uu P.MI t nam.'I Axil "emiw., r �- / ° N z R= -� aI WRIGHT1D RIGHT ar WAY TO w I Lzii e'56 1 SEE 518.25'10" E I slo eswaiam rxOEm�� �• / \ B' / 396' I ey€ INSET ' GR N. I R=zs.00' ` "' / INSET E' 93s.76• _ INSET SCALE: 1"=40' \ I .� .."_ _ ....___"..�_. .,_.... SCALE: 1"=40' 1 vi L=39.31' oiiy v n^ I N 16'53'40. W 21.1' 13.7ryEEe z 237.62' R=25.00' s �.,rarA�.1N+• j• E� L=25.06' b 0 R . W 228.12 `r z 'a- S 16'53'40" E ( o. uav+i.% / / I h 12• i \ g@ a t1 R=25.00' Ca> RRr�T N g fi%- /j �_G \ \ / 14' u.7' d5e _. L=39.23' 29.Ofi gds q9 Y1 34p' / y/ I ° I 6� 9 z R=25.00' c 'o s. 3 \^` ,ry1 �_- f "" �� I/ / I y// 2.5• 3 s "" I NOTE L=28.94' RZTjPa\ o' nb «^"'e /� 5�_ ST I 3 ` R=25.00' Tr -' 4O.>• 1/ / rye, � / I I - �x AREA = 154.6442 ACRES n Cd z L-31.61' or ron . 1 1O / I/ G/OT 2p / 10.0'° C=%`E I m N vM %% / q I 'f' '\^I�/ (UNDER / 15.6' \ I / CONS1RUCPON) n - ° / _ I • SUBDIVISION MAP "LAUREL LINKS" FILED IN THE OFFICE OF N rn 11 4ev �See�. Ne.rN rye . a 'o Z b Spp v h \ "' I THE CLERK OF SUFFOLK COUNTY ON NOV. 23, 2001 AS N u• ; S46y/°e p wo aw`"4' I FILE NO. 10712. a1 °rh/q 0. 0 0 POOL 10.0. �!>4p, 'Y le. ro°" n CONs1RUCR ¢ FRANY� O n o m� naN) 3G' HPo100ieE 3.p.a : 25 / V nEEEL=3ae1 0 _ _- r / m oga'P p �1s.6 OAC 1.3' 9 62.6' n�N 'm 7 �> >r '� \ / \ Clubhouse J •'go m P,n >• HALFWAY HOUSE y¢ - - N 18'42'00" W n'n '` °4 +e^°0' / *i RW° s' Pool House L\ 9.23' y f' o" ,, 6w \ INSET'F' • Z N� \ 18 Sa "-•l 1 � SCALE. 1"=40' SURVEY CERTIFICATION � '3540" W INSET 'E' DR'S \•` g'T SEE ,�`.J'% o0 352:11 r' 6 -- N of" SCALE: 1"=40' e or• W z � o, 3 � e WE HEREBY CERTIFY TO LAUREL LINKS THAT THIS ---- INSET 'C' ry o' 3916" Open space Parcel A I 17 SEE rO '•. g,0p 3a a' o SURVEY WAS PREPARSU.IN ACCORDANCE WITH THE CODE OF F � 51B7J'10" E ,y'� N ,- Su6divlsion - I INSET 'B' o o s°`,. N Laurel Linke" ^` 1 5c� upUTY EASIIENT Na 1 ,;lo ` {a� \ PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL AND SURVEYORS �q NAL L � �oiA 1 MAINTENANCE '.°'A'1a•` _7''� '1 18 +o N. 1 . ; BUILDING 59''' I \ Y1 i YO __-__-._-.---_-_ 1n d vi 3 YO Y I 6 ` "am oN .n I N-4v2es• \ ..1� _ 4. p-SD'S\ �� _ N,mz xWg n n ar'zsav' /y - X5,59 �a:A- - U. P YY 56 z y n N 1 Q4/A y $J� �45 N ;2.483374 4 N 20'20'23" W 391.44' ^^•N '' ' `.� / e�W. {' '�"/ 2B�:•6. i\ 1137 1206.0o 11 ----- \ I \\e? R.aersO• 1 a i y'C\ e . P I - soyr�' Y7 \` _y < i�3zej�---��>e °s°z ' - _ s=0'-\, +` a t" $ / HOWARD W. YOUNG, N.T.S. L.S. N0. 458 45 9 0 ' _ _ iao °p• i'i 'x'ryO EY S 0671'40" E iso LwD> •` -----" OPen Space Parcel B n� f S\ •k 62.70' _/'I $L -----------r..-__----__-_.-__-__ ,y,-:o . r ^'\ S2 / '' Subdivision - "Laurel Links" h C` LAN 9 2 1 N '4%LL 1 r�°m, 14 35, T 20 Sy" i' ti h 18'0440. E\. Al. -_ m h x3 9 6 63. J 20'0 '20 E M1M1' -__J *' ly \R=152.53' L=94.49' s 1zaG rr A 2ss.7a t ",a,Ors', �����J- ,��'0 � / / SURVEY FOR gall 00' E R�37.50- 1¢ .> 1 3` N 19.44'20"fy$ 44 o* • 51'(°.118 m o L N / zA' 535.65' R�92.50' L�35,54' 9 6 `�- ,I' 4 A r- 4 '2' m �y 1. Pb N tz]D'0o•W- -- Ly295.56' R X146// •___� 'ry oil Y/ Fn o•� \ `o'' �. i>� •+a L A lJ R E L LINKS ME S a.sTuo'tNzz:3e _ iN.. 3•\a sra+r b O 36e5 1- Rw17.w'Ld03.64 y5p M {pyo MWg J' /n A 2s•a w.t7+y°•^�i NN. ■GARAGE 'a 4°% •;�2'�i,A� A e€ /NC PAD. \ Aa'E65EEAA�ar ' NN `{ % { �A- ym, Rea / LOT 30 "LAUREL LINKS" 6 W/CURB GOLF COURSE & RELATED IMPROVEMENTS 'a°1i ti SEE `°�' a ,i \ ONE \ "o ARE NOT SHOWN HEREON INSET 'A' idf// `�� At Mattituck, Town of Southold Egg§ Suffolk County, New York / WAMP iWs' ' Lot 30 ash ,1•" 4/ + . 100' 34.1 i Ji°�'" A,y<' - County Tax Map ostoe 1000 sxcnnn 125 Brock 04 Lal 24.23 8.0o 06.0' \ \ I \ W Q• {Jf ifi4 I b a INSET 'A' ooYp44,u^ .4.'"..d SCALE: 1"=40' F=- R=50.00' 1� 333.78' o L=124.70' Ra�•`f N 18'2010" W yr AF mi .I n OP N28-57,10gw ,.r u>: , 265.37' z \ I A 281 J.61' 299.44' N 19'4420 N 19'44'2D" W DELMAR DRIVE n MAINIENANGE yy�� 1 ; siurW°„'Vml�rnlur .: o ° BUILDING (LYI I i I I wxnlw«q uw xn M z \ STI o I I ,.> DELMAR DRIVE I I I I I I p I r I FINAL SURVEY (POOL HOUSE) MAY 11, 2004 DELMAR DRIVE ADD MAINT. BLDG. WATER SVC. & SAN. SYSTEM JAN. 7. 2004 / -� i REVISED GOLF CART STORAGE BUILDING SEPT. 24, 2003' CONC. PAD e.o• o we.a' !/ w/Ta•wsraRMER -� REVISED MAINTENANCE BUILDING AUG. 6, 2003 10.0• 341• o / FOUNDATION LOCATION OF CLUBHOUSE JULY 14, 2003 coxc FINAL SURVEY (CART & MAINTENANCE BUILDING) JUNE 2, 2003 \ RAMP FINAL SURVEY (HALFWAY HOUSE) MAY 5, 2003 FOUNDATION LOCATION OF POOL HOUSE JAN. 7, 2003- CONC. BLOCK FOUNDATION LOCATION OF GOLF CART BUILDING OCT. 1, 2002 #+ \ xousE WALL FOUNDATION LOCATION OF MAINTENANCE BUILDING SEPT. 9, 2002 asb E C RIC GENERAL AMENDMENTS AUG. 19, 2002 METERS 07101 EIy MAP PREPARED JUNE 6, 2002 Maintenance +11 SCALE r' = zoo R@R3@ INSET C Building ry/r�7 )( l) JOB WG.NO. 97-717 SCALE: 1"=40' 970717 030 2003_0185_finaL survey gg� � �l;'' Y �IQ. (/�, �I PROJECT: LAUREL LINKS COUNTRY CLUB � o7`ss ; ) c o..n�y w,-Y� a �� �YS.6C %��.> (^°r✓'s� /o.....� L/jA />lr��..��' , BUILDING: GOLF CART STORAGE BUILDING 5 „9 USE: STORAGE OF GOLF CARTS I pp SIZE: 51-72 SO.FT. $ an•���enn..D �j o..�-� �O9 �o J•�IS, , �/f row a« ss�u 26c A �� r�yo•,-J OCCUPANCY RATING: G-4.I \\�.\ CONSTRUCTION CLASSIFICATION: TYPE 5b APPROVED AS NOTED 5 /� DATE: � �'3 °Z B.P.# 1U9J3 zZ � ALL STRUCTURAL COMPONENTS BY FEE2/-'- I& �, BUILDING MANUFACTURER NOTIFY BUILDING DEPARTMENT AT ( REFER TO SITE PLAN BY YOUNG $ YOUNG 765-1802 9 AM TO 4 PM FOR THE /�/ \_� \� FOR BUILDING PLACEMENT AND RELATED FOLLOWING INSPECTIONS: SITE IMPROVEMENTS. ' 7 FOUNDATION - TWO REQUIRED FOR CONCRETE 2. ROUGH UGH -- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. TOP OF PLATE— - ALL CONSTRUCTION SHALL MEET , 'I i� �/ THE REQUIREMENTS OF THE N.Y, L.i' )lIN 2��2 CI Q STATE CONSTRUCTION & ENERGY � � ' 1L CODES, R C RESPONSIBLE FOR O 6 DESIGN OR CONSTRUCTION ERRORS RI OG. NFP7 N OF S UTHOLD d) Lu Z N X °m i_m — RED CEDAR BOARD AND y1 ",IT OR BATTEN ROUGH SAWN O Lu Lu W Q UNDERWR'TER"'CERTIFICATE R I�E'IRED • U , HEST ELEVATION SCALE: 1/4" = 1'-0" W d) cv W V m � Q ' RIDGE VENTILATOR WITH BIRD5CREEN x Z LL j�20' LON6 WITH REMOTE OPERABLE m Q DAMPER5 (TYP I OF 2) _ � i d) N � m - 12" FLY1116 RAKE WITH TRIM, TYP. W J EMERALD GREEN METAL ti 5TANDIN5 SEAM ROOF WITH b' INSULATION , ENGINEER.-- - -� bIo-V�L�41d9 ALL I � y rel R TRIM TOW ITE INDOWS, y L��I.,1yb Vv yW JEFFREY T BJTLER, PE Lu m < F Q j -RED CEDAR BOARD AND m > C BATTEN R005H SAWN J CLL f) V Or W m LLLI V U_J 6 Z Z r� O [E� O a Q_O n_ CK � czz OO zzw - o < Q LL < LL C SOUTH ELEVATION U 0 6 0 SCALE: 1/4" = 1 '-0" aIt z DESIGN ROOF FOR 30#/SF. PRE-ENGINEERED METAL BUILDING C7 O O SNOW LOAD. DESIGN FRAME, PER "GEGO" OR APPROVED EQUAL. ROOF, & SIDE WALLS FOR ALL ROOF PANELS SHALL BE FAeE : GIO M.P.H WIND LOAD INSULATED. WALLS SHALL BE 2x6 METAL STUD (20 GA.) WITH R-IG INSULATION. BUILDING SUPPLIER TO PROVIDE LEADERS AND GUTTERS. r 12 r 5 � zm %y O � K6 x x RED CEDAR BOARD AND w r BATTEN RO" 5A #4 W 7 W d) EAST ELEVATION A., r 5GALE: 1/4" = 1 '-0" N W v F-1 no m3x d � xzU- � FO IL ry m 01 ENGINEER, 5T�ANDDIIND6 5EAM ROOF r c��6p cf NEW 4 \4 71 rj Y ! vcv JEFFREY T BUTLER, P E Q w v x LU E DEE � w 0 O CD w RED CEDAR BOARD AMID EE- w w J Q 1 Z Z � BATTEN ROU6I4 SAWN O 3 � O c� Q O � O Q w O o < H Qw O O Q O O U NORTH ELEVATIONm Q 5GALE: 1/4" = 1 '-0" O O FAGS : 1 • 2 : I r � , 10" 10" -t- - - - - - - - - - -- - - - - - - - - - �_ -- - - - - -- - - - - - - - - - - - - - - - - - - It I - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - I I I i r - - - - ryr - - - I 11/2" MIN. GONG. -I - - - J ILL - - COVEROVERSTEEL, { - - -- -- -- - - J �� - - - - T �\J v ALL WALL5, FOOTINGS TYPICAL #5 HAIRPIN I TYPICAL %5 BAR d PIERS. BAR, 20' LONG \\ PER, NUOU5,IMBEDIERITO NTO 1 4" I'-b" V 2'-O" 4" \ P.G. HAUNCH 2'-4" 2,_4" 6m 0 PI F'2 P3 x x ry SCALE: "= 11-0" SCALE =1 -O SCALE: =1 -O In m Qd .. v Ul ILWJ ry W Q GRADE—� " I,I TYP. b" R.G. 5LAB u u u u u u u u u - -•- - - -•- - T -i - -iir r - -.- - - -.- - 7 moi- -ir r n 4 - •4 BARS VERT. 6 ° u n u l TYP RG. GRADE BEAM i ii 3 - >a5 HOOPS 12"xl2" SQUARE, 12" O.G. TIE TO WALL d FTG. CJI ILS °J IL'I REINFORCING CJI I�, ry W i V NO PIER 5TL. hal r_ REQUIRED ALL ANCHOR BOLTS I I I N IMBEDDED, 18" MIN. INTO PIERS - - - - L- - - - -'�- TYP a4 BARS, 8" W o O.G.E.W. IN PIER 1 m 3 X TYP P.G. GRADE FOOTINGS AS SHOWN NO FTG. 5TL. BEAM FTG. M� X Z LL REQUIRED E'" O = � 2" 4" 2._4" 2'_4" 2'_g" f) ((1 lz PI F'2 P3 SCALE: I "= I'-O" SCALE "= "-O" SCALE: "= I'-O" EN SNEER. Y." flJD �hE r , a A, , JEFFREY T SUTLER, PE 7 2" 4" L2„ ELA5TITE EXPANSION J JOINT t SEALANT AROUND m ENTIRE PERIMITER. W a/ b" R.G. SLAB w/ bxb WI.4xWl.4 W.W.M. J 24' HO�ZONID TAL QTION, 8" P.G. SLAB Q LL -t (3w VERTIGAL J Q 6 Z Z �uO Q p_ bxb WI.2xWl.2 Pq lD p z O ry Q -. W.W.M. W Z Z J %4 BARS, CONTINUOUS AS - - - - _ - _ - - THROUOUT d + SHOWN x5 TIEROD BAR J Q Y O • • POUR GRAE BEAM RETE CONTINUOUS 0 J Q= LL O Q P.G .HAUNGH [� U4J" J it POURED CONCRETE 45" FOOTING _ O' \ 4 d _J STEP FOOTINGS AS L _ , U 0 REQUIRED BY GRADE rw-7 z Z Q FACE PI PI SCALE: I"= I'-O" SCALE: I "= l'-0` ' - DRAWING INDEXnNou�na�srioo , El _ COVER SHEET B7, RI—R9 ANCHOR BOLT PLAN & REACTIONS (SENT UNDER ANOTHER COVER) E2 ROOF FRAMING PLAN MT. PLCASANTcT ' E3 SIDEWALL ELEVATIONS IOWA ROCKY MOUNT E4 END WALL ELEVATIONS — NORTH CAROLINA Z COLUMBUSJ NSA MEZZANINE LAYOUT MISS/SS/PP! YOUR QUALITY BUILT PRE-ENOINEEREP E5—E8 �r�--~-• CROSS SECTIONS \ E9—F17 PANEL & FLASHING LAYOUTS ` SUILDINC SYSTEM FROM THE CERTIFIED CONSTRUCTION PROFESSIONALS E72—E21 GENERAL DETAILS MEMBER �d Mll�t 5 OT'-TER rr -- -- -- a YYAOTY g i, �1 DESIGN LOADING "wmPVNMBMA SYSTEMS BUILDERS �/Q�7 sox� Upset, THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS ASSOCIATION CATEGORY MEMoee Bi re. ne, INDICATED AND APPLIED AS REQUIRED B)' THE MB METAL BUILDING MANBrAGTBRFRS ASSOCIATION I + • c Dov -, ,I THE NEW YORK STATE CODE CECO SUILDINC SYS76 --� THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS CONTRACTOR RESPONSIBILITIES ® a Robertson Ceco Cour on COMPLY DEP THE REQUIREMENTS OF THE LOCAL P Y BUILDING DEPARTMENT THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE ® EASTERN REGION SPECIFIC LOADS: (SEE STRUCTURAL CALCULA7/ONS APPROPRIATE AGENCY CO BUILDING AND FOUNDATION REACTIONS) APPROVAL C CECO BUILDING SYS I"F_MS IED THG� ANDEQU CALCULATIONS INDICATE IHA1 P. O. DRAWER 2,357 CECO HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS, (SEC. 42 7 AISC CODE OF STANDARD PRACTICE, 9th ED ) ROCKY MOUNT NC. 27802-2,387 30 PSF ROOF LIFE LOAD WHERE DISCREPANCIES EXIST BETWEEN CECO STROCTURAL STEEL PLANS AND THE PLANS PHONE (252) 977-2731 FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN (SEC 3,3 AISC CODE OF 30 PSF GROUND SNOW LOAD STANDARD PRACTICE, 9UR ED) FAX (800) 888-9489 DESICN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURF WHICH ARE N01 90 WIND SPEED MPH WIND EXPOSURE C FURNISHED BY CECO ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEERS OTHER uv New ( ) IT JAN CECO ENGINEERING UNLESS SPECIFICAI_L Y INDICA TFO m� aA THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIA ILD WORK . "tg + 22 PSF DEAD LOAD ROOF PANELS AND IN COMPLIANCE WITH CECO "FOR CONSTRUCTION" DRAWINGS S ( ) THC E DRAWINGS ARE FOR TEMPORARY SUPPORTS, SUCH AS TEMPORARY GCI YS, BRACES, FALSEWORK OR OTHER - 4 PSF COLLATERAL LOAD FLEMENTS REQUIRED FOR ERECTION WILL BC DETERMINED AND FURNISHED AND INSTALLED Br " w THE ERECTOR. (SFC 791 AISC CODE OF STANDARDS, 9th ED.) FINAL CONSTRUCTION CRAWINGS IT IS THE CONTRACTORS RESPONSIBILITY TO APPLY OR OBSERVE ALL PERTINENT SEISMIC ZONE_ (Act = 0 /1 AV = 0. 11 ) SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL SHIPMENTS RECEIVED. E�:] PRELIMINARY DRAWINGS - NIA _ CRANE CAPACITY (TONS) SHOP TACFS MUST BE REPORTED TO CECO BUILDING SYS LEADS WITHIN 48 HOURS OF DELIVERY DO NOT USE FOR CONSTRUCTION preliminary Drawing SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY NOT TO OC USED FOR CONSTRUCTION NIA MAXIMUM WHEEL LOADBEFORE IMPACT) OF THE CONTRACTOR, UNLESS STIPULATED OTHFRWISF APPROVAL DRAWINGS - LOAD (BEFORE DRAWINGS FROM AW CODE OF STANDARD PRAC77CE - 712 CORREC77ON OF ERRORS Do NOT USE FOR CONSTRUCTION MARK ONE BOX, SIGN k bLff 9ELOW N A WHEEL SPACING, CMAA CRANE CLASS. = NIA NORMAL ERECTION OPERA PONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE ❑APPROVED (NONOTED) AMOUNTS OF REAMING, CHPPNG, WELDING OR CUTTING AND THE DRAWING OF ELEMENTS INTO RELEASED FOR PERMIT PURPOSES PRIOR ❑RESAPPUBMIT (As NOTED) NIA MEZZANINE TOTAL LOAD LINE THROUGH THE USE OF DRIFT PINS ERRORS WHICH CANNOTBE CORRECTED BY THE FORE- 70 COMPLETION OF FINAL CONSTRUCTION ❑eesuBMN (VII CHANCES) GOING MEANS OR WHICH REOUIRE MAJOR CHANGES IN MEMBER CONFIGURATION ARE REPORTED DRAWINGS - Signed oar• I IMMEDl4 TEL TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO ENABLE WHOEVER/S DO NOT USE FOR CONSTRUCTION APPROVAL ORDERS MUST BE RELEASED MR A MEZZANINE LIVE L DAD IAORICATION WITHIN THIRTY (Do) DAYS AETMR TNM RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST EFFICENT AND 5UBMITTAL DRA19NDS ARE ISSUED, OR RreY WILL ECONOMIC METHOD OF CORREC770JV TO BE USED BY OTHERS' L BE Si Ta ANY CURRENh NTA MEZZANINE DEAD LOAD OTHER DRAWINGS IeeUED DATE. v c FOR OUES770NS OR ASSISTANCE CONCERNING ERECTION OF CECO BUILDINGS CALL OUR FIELD SERVICES GROUP a 252-407-1834 Subdlvlslan z of artmo 7209 of rise EdLUYtlan Low at The State of New York Rodea that N Is NOTES. WINQ IMPORTANCE FACTOR = 7 094 violoNan m this law m, any pasah so o e acture under the Gnectmn At a Ace sed QI prateAS,, ral englneer, to ON, tha ro-tO,1. al PRAWN pAIF CUSTOMER SHIP TO JOS NO. this document In any way Non nervi beann9 E9 On 19_0C CAD ELL CONSTRUCTION CORP LAUREL LINKS GOLF CLUB 10-6-315N3-1 -- - --- --_____-- the seul at an engineer ,s 1,11,11, the aliermg cHEc 04777 779 NEW YORK AVENUE MAIN ROAD ROUTE 25 englneer shall ant. to the Item his seal and thayUNTINGTUN, Off 11743 LAUREL, NY 11948 notation "altered by" followed by his signature APP R't and the daily of ouch alteration, and specific ATRI, AL HARILLO SHEET NO IREV dA lRhpn of the alteration NGINEER Di OFECRIEON OCT OA TE L'H1T GATE YIP e/ vp py E1 2t 20 SF7� SUGGESTED METHOD FOR CONNECTION OF LICHT LOADS TO PURIINS BUILDING I NOTES AR HALL FEA PareESTS A°Evm FRAME AME /RII,ry AT urn-111 I'll m STELI ME PEAY AT EVERY FRAME r' r° pow FI/BEIM, 11" ccr $e Gcz dv ccz ffiv * "pLGas �,w R cccrl 1 ,� rnvcrzl (rvol el < I (eJ �, (PP; IP H (Li'A /nP In r/ 6 _ FeH9z -I_y< TM) - FeP#., +zsL r1P)Fes lv �/ N J Z's TYP)Fpsi./ J _,,,R 'rrP r Fev Yr. _^9R TSF r Fe9v HArvGER f d - _ r J (NIT I u - • r _ 0� A,7oA '0 EIF HE INCORREfT WAY ` 00NOT INSrAII HANGER •F6Hsh 'Fp_J' F991 • ItlOJ rp9r • /Fp91� __ ROp TN FLANGE OF PURLIN A RO EXCCEM.0/1 O LpSre HAN G'CRS MULOAD MIT 51 BE TH£ CORRHCT WAY ., 0 _ _ LOCATED SUCH THAT THE SPECIFIED AN ANGCC L SELF-TAPPL • _ p TO ME WEB OF TIIC P l2 x1 R •— NI 1 ``1 ra „ VNILOHM COLL9rT0Al LOAD IS NOT TO LITPPOpI HANKER RO / CXL'CCDED, G.19]A I ➢II N jwvl- FDRG U� HHHJ F99�.. Ftl9.l • Fp9A IS" • &ED • .1 � FBB: 091 n RLO'f T" � SPIT pYP •e EB9c ) F`P , o- -- A �, - - -i- -- -_ - i , — �I I I I I S,B/A1. I FOI/$ 1 117 r'BOJ Fpoy FB]r EN9i�6 ' l dBB! JIc It 1 N m _ •� R 1 i1P) '^' ='R TYP '^ 226 (TIP.L _ E Z-RI I r1P r '• ���" ZL3L TEA _ o r77m RDU �✓CEJ (r)PJ I 8>�G tlrvP) ��t3Fre�p (nPr FIT E. � �s' z E2 EJ E3 cl �' SGJOO (FT') c - LfJ F 2 l]-G PLE "r NOIC 1'N 91'—I OO=rOUi STEEL a'-0 FErr' HOILDING S9EM5 IS NOI R£LPrr YELL FOR ATTACNIVENT PUR F ODUcrul s) Fl Or WALL SYSTEMS BY OTHERS TO Al SUPPUHI GOES 9+=6 our/Om Srm b c5 b b b b b NOTE CECO BUILDING SSTEAIS/IAS SUPPLIED THC DRAINAGE DOWNSPOUTS FOR THIS PROJECT, BASED ROOF FRAMING PLAN UN A M1I11IMUHI VOLUME PER DDIYNSPOUT OF S,DOG Sa FT OF ROOF AREA AT )FATES Al ON III£ TENSE ANTE FLASHING LAYOUTS, THE NL/l, 'IF OUWNSPDUIS REQUIRED PER SIDFWALI IT IS RIE CRECT64h R SP(JNSIBILITITO LOCATE RIF OON'NSPOUII TO ENSURE IJO MORE TITAN TILE MAXIMUM VO UME FLOWS THROUGH ANI' UN£ UOIN ITNOUT. FAILURE TO DO nils COULD RESULT In INADEQUAIE COTTER DRAINAGE aEUG xE1v -TY WIS°I. m• a y [/z All Suhtliwmn of Rrhnn ^�f19 nl ILe E[IwnLnn Law :f Tha SES of Now `Al sAF-I Ilett rl rt TJRAWN D4IE ,T[> vlolallun of Il— Icw for on unless EB 4116102 EASTERN RECON h'EY PLAN rr Vpnif , FL ORAN[R 239J ne 1. Elrnrl wn.A, use , .11 hon nl tAME. I �(7cBG C.. ou,l'➢C� 7 j/�'lvIYV,S To—E Q nVafeso—f l o, A c t, alta Me contonts of S,IFC DATE �a Ro6er(son Ceco eernpalry (252) 77-21MENNNNN, I a/ooz LOT tlos do—fl,f Sl In ony I. li un ilern Le-,,A, //°� APR (25_J 9n-JSI MEMBE? ZSECTION LAP TABLE pis seal or cn is ollemd. IM1e al[enn Art/ N L ecyinser 4 CUSTOMER SHIP co .1 s_YMBOL LA�LENCIHI SYMBOL LAP(LENO)H) Q ymm' hall asI t to 111, ITTe Item spOl nntl LM1e Ll4GIN£ER DATE pAmlPp rr lio ur. 0 r,ORPcnAnal IAUR[L L!Ntt5 w[F.11 nolohun "ollmed .. fo111,Wl Ly tL eignolure dE,dc, nor hom t wet ml<rmmn, ,..d sDnRm� �l Y %S ax B I'-B (r'-]I E; 3'-a (s'-z,9 /� aas«�ralnn of Ina nu=moon srAt£ rN. Al owruo L"r""` „` I�F�F REV No_ _ - •c, z'-o (z'-f) a=e (.,'-�) reev DESCRIPTION OFF LFI LFfif _ con TAT E Y1p5-CdVNEC)5[IGI 9pEWrILt 4Mi ip MZ CCCVNN NFB _ — _ i FESIXS pE1NF_l� 1HE vl TT1A _ 11p: C �R 7Eip r�F ctt, IN crrer a anaiws°. nr nu zx _ acrosv tr IDEW a - - - _nac E �areE" rE E 121 rnsnrcc,IMM1ZF w fl t'MF zn - E,c - - - - a.l InnpNL cREincn`aus rzs� o _ _ �4Ci P 111� r� P — LI.yaN - of �a, sip vau F'iarcs acmw x e`er P. Nu EA1.£BE [ LL ever tlu r nu mrs Nu s 11,SE Nll— .F laxsrr_`A cpmsrvs, AT au s - rz b b b b b b b A SIDEWALL EL. 1A TION 'I IT GRID LIVE "A" Sun OrNc "1" SIDEW'41L ELEVATION "1' AT GRID JNF "9" OUILCI.VG "2" azps_ fNIVA, `I CJYI p WE 4Pvi lBEP1FiN nIF /(cn4J 1 CLtp Iv - T ll10p -� —pC+yr Lr.-ip M_ cv_vuN nW _nd� - 1"PY C fH_9pE a<1HE - S _ _ _ �_ LUM _ Slq'YL1LL av r E(£VAn9N£ BC ey a _ Cyv4NS IT Ic rv� z _ 'rem C.ai EAt'nFVo➢PY£ O,T'h ¢ C hofN AT A[L /C - 1 3R - _c - _ _ _ / / / ELUAnpN£ R�� _ oH G- Ifni' -O re j ll.r' COPo r= _ {P FEVfi npv55PoRil c%• / ,,T OEv.Ii s�A au 1W ��p a ..� _ i —, �- 17- 1 �[ c5 bc5 b b Ici b b SIDEWAIL ELEVATION "Y' IT GRID LINE "H' SIDEWALL ELEVATION "2' AT CRID LINE "G" SUILDIIJG "I" BUILDING '7" DF Hqy Y� � *gS yx5 S^ LL F y/2]�J2 SL6lvision 2 0l =elnen ]°Oo p( Ne CdocaLer eftANn OATS £aSTFN FEcapN 3NO NO L�.. or me stere S ne. ma ef�� tna t �, Ee i;1].es �Ca[Co Building Systems m-5-3158,-1 FEi PLV, ma.1p , of this Iaw IJ pny Oersm unlCv fl0 ORANIE AVI Ll Ic is Lny under the dirwlmi of o IAcuAcd OH DA IS p Rob"ll" CPC, [ ✓pGni'MOIMT NP 2Tdpa-ve] 1 (292) 977 2131 u prof >sianol enpmaxq to ollor Ne cont=nls of '� app >. .T.C; aHpon AIEAIHER Qthrs eocumann r, ano —y II nn dem bb_,,n, CUSTCWINP SHIP TO [he nl of o mymea 1 aTerdl We hexing ENGIN_ER DA 7Y ygmp CJrvSni upnpN CPiPWInpn o, angmeer chnll cfiu to .he IM, h� ,enl the p L M B M A ' n na to"" "ohered uy fonnved 1, hie eiypomre 'J V zi ox Nnrx repkr R _ t And inr dote pi such mfsranou, Did specdYc SCALE l REV DESCRIPTIGN DET O.r'L CHK DATE descnplion of he olxeratbn k anelLTD hu uuPFl rvY r.MaM REV NO SHEET NO �J GC I hF I s ° 5�0 �GaT 9i M Ntp 116 p1 2111 0 100 Isda L - uzzvrZ9 la m - °NN``s`aWATA, - 1. ee c +mlEC sL c n n15L 1. 1. m £OW.IILhASTES OL NS AI 4 PL a Z I "1a _ .. flRr ElEVAPCNS _ _ 2iF �� S F CoLSS CON EECdidTo eez LIXgUMN LL- CLS - tta52 CL52JZI +i S uNIE Na.pM[F �A -1 z - S- 'a 0 WP an "—e ° b b6 b ,L Z1, w,2la. :JS Wttlpp nloo Tic tebed Lz215I ENOWALL ELEVA RON "3" AT GRID LINE "I Lwr rp m5 cuvMN .115eLL Y cuzx Tlx— �e— nrpo nzzw BUILDING ")., rzz� oLTA, — - - _ pp - sLiam CYRO]IXEASaAl. ME - IT 'eA "Te ACH spEhs ILLI¢ _ _ CIRWLIEYAI°`1.111 ATICNS nv zea CLZSS CYMlNEC1S En CH ENp WALL 252 C 52 _ ,2 LISSS IST 1C IBE LYA4NEP[CLUYN, v) 0 IS 5� IS0 pC 5'a ' Cb b b b Wbxrp .,a 0All _ - ENDNALL ELE_V4RON "a" AT GRID LINE "6 ti G]5 o'6 BUILDING 3 - a L/-ORIIIFR St. � CN Thy (122:1 S5a e R RMJ Ri RUN N A /�G/ as o Tic CCNN£IX EnCp LNOWfLL C[12A `R HANG) EW 5F at OPEN FOR PE-IN TO BLDG 116 r A.�IMFFN m IX1Zs v+SR '�°z IIIS onr¢EVAnays nr,111- sea", sR \ w, °RI'Es olm°'`o"rrlw�sE"" � � A,zs eat n'(rm) � 1\ ��� `weria!ctrl a-z b b cb Seal b Assay . ENDWALL ELEVATION "4" AT GRID_LINE "6" BUILDING "i" S Subtlmision 2 01 sec L°v J]09 of the EtlucoOon DRAWN OAi JA3 NO Law oI The State of New York stales that it is E6 C/Ifi 0_ EnShFN RECON ���c® �uilcling Systems P1 NRAW R 236] D—B-slsa3-1 nolalion of [M1is ICw ivr °nY parscan unless RXffr MOON, NC 2]602-236] Q hs is ocbng antler Ne direction , a licensed CH �^ DA rE p Robertson CecO cwnp°ny (252) 9P-2131 MEMBER �r vury -- prates anal engineer, to oiler the contents of py APR 11 si any way ll nna TOMER SHIP TO �l tM1�s dec ent in a If a atom beg 6B_ the seal of a engin alteretl. Me olehog ENGINEER DATE ele. LpnSrvuLnpN LmPLFfnpl ULPEI I s.upR M B M A Shall affm to the hem his seal antl tae ��C V 2j 02 - - nshot— 'ulreted by followsd by his signature / uezL nr all 2 Qantl the dote of such alteration, and specific SCALE ATnV AT SAl 1111,11 11 1174, Lw EV NO SHEET NO^ Msmn.inn of tae nitemhon. - - I I i i I MACEPY >FP/L/ig-�]1583/mAl-6oF.rn/Ae�A�piRp/e0.Ntl /ENL/fO-B-TIS]%nnJl-gvjmyglGo-A/M(9/b3Ll ¢N N.NO rS I �YMVM��7a5LdJplq�OERE[1ION)�µ0 A CAL ANfL dMP'.4�5 ARE i3tryl � FlN14/m F Otw gpiR£I.k£ i 1 r �15 5/U \\ �5�UI \ 4r25 'y1° � p wp ,la , R6 pFl G�A1U Ric o `0 J � _ � 1 p S pL b — F; �L 5>la n CROSS SECTION AT FRAME LINL "6" EIVILDIN6 'I ' y/z 3/a OFAWN DA1< £n53Erzx REGYary JOB NO EB .>,i6/o' �'�Q� �Ul�dll7LJ _ steMS vo orzAurn=7 10-B-31533-1 PLATE SIZE TABLE SPLICE BOLT TABLE QI -- --- Cn� BATE �o aodcrt,un Czo company ROC M T. NC 2ao2-23137 CONN LDN'SIDE HIGH SID£ DTY. SP TB RARBLE BEVELED APR Z 2 (252) s7, 1111 MEMBER VVASHERs_ WASHEFS CU S]OMCR SHIP TO A 5 X 0 J]5 X 1'-q24� MN Q GIN££R DATE AI.II CCI✓534VCIIOx CPPa lllJ LAll.ONKS LIXF Ctua M B M A B 6 x o s x z'-JI (ID) ;X 2 AJzs 6AN D o _ 0 _ __ z 2/1= I>g Ncly mRl:,vwuE uAIN qom RLv,E s C 6 X 0375 X T (8J i X 2 AJ25 BAN O O SCgLry , N' 113Isure2 rvr Irg<8 D6 X QS X 2'-31 (]0) N 2 A325 BAN 0 0 REV. DESCFIP PON DET DAIS CHA DAT, E.�J of ZD fSNEP L N01ES IMAGE2.HI /FNC'IH-9-TISfl3/�rv01-yacm/8�99-A/➢.i19%.1 /LN[/�0-H-31vii/w01-Ievp,e/BITq-A/0,(19/ehCl MnY VPP PEN OSCOI�OAl1Nna�(DE*1£ nW/) ¢ENflNitE OINMStlNi Mc LHON �SHEO FLGLs'.vEIRYNE[EIEY \ 5� \\ 5 \\o \ o \3 g5 0 \ an x / mn a \ v 0. zY-w �____ vc•Hv _ 55-a W%CWi 5R ___ } N U1 1 H lJ ?$ GROSS SEC PON 4T FRAME LINE "2-5' r9LIII DING .1. y�z�/vz OkAWN OA iE IV ORA REGION JOB NO EB 4/16/02 rp ORAWCR 2vrez ID_8-3758J_I PLA LE SIZE TABLE SPLICE soi_r TABLE �e�® budding Systems Q - CHECIYr GATE n Rn6Prfson CE[o[am0°ny NOGNY AIWNL 1 2]802-239] HARDENED BE-E0 Q ApR 1E (252J 9JJ-2131 MCMBCR CONN LOW SIDE HIGH SIDE OTY S2E TYPE wasHERs wA5HEF5 DSTDMERW. SHIP TO M B M A A 8 X 0375 X 1-Be Q -- ENGINEER 841E 1¢n cW51RHC-, COnP0.innw+ rea RWR nUe B 6 X O S X 2=3ja G X O S X Y-3 X 2 A325 S&N 0 0 .E f �J/Z u C 6 X 03]5 X 2'-2' 6 F 03]5 X 2''-2� (Bf X 2 A]25 BdM 0 0 SCALE nrw uaEti ,vY nvae 15 EV N0.SNFET N0. X 0i 5' X Z-J•S1 (}01 4 X 2 A325 91aV - J 0 REV OESCRIPIION DET DATE J{K GATE E6 of 2� runcerse +./=<r.�/[Nc/ram-srse:/or-,P0P,�remo-e�.ri9:mu s/�n.,/rnsno-e-arses/Mbr-mee e/ereq-�inneR/•a�,- aUF'AE�scmmriv AlminuArr wo w+oreDDS Iv l.—)_ �Dlll.111E gbETJ ,,l ARE m u 5' e%e51 R5 9�k\ \ 2 � R5 A "ewp R eh 27-8 55 4 W% F SIE6 - ALF N� e 9�a CROSS SE6 Ropi AI' FRAME LINE "1" BUILDING "I ' ORA. DALE JOB NO EAShFN REL'ION EB 4/16/02 Coco 60ding Systems Po OR . 21e7 10-B-31583-1 PLATE SIZE TABLE SPLICE BOLT TABLE --' GHE DALE o Reas�tsoc beta comvm•>' Racer HDONT, NC 2m -va] CONK COW 5/OE HIGH SIDE OTY SIZE TYPE HARDENED BEVELED - ` App R R '!M (153) 977 2,P MEMBER WASHERS WASHERS 6N CUSTOMER SHIP TO �1 A 8 V 0375 X I'-Be A MIIA FN61NLER DAIS .,.D c:wsrvuc,rux caevae . arms ave M B M A B b k 03]5 X 2"-le 6 X 0.375 X 2"-Da (10) : X 2 A325 BAN 0 0 _ tP �3 oR. e�yaw ax x 11, vwi uun� nr v+ra C 6 X 0,375 X 2'-De 6 X O3]5 X 2'-0, (8) ) X 2 A325 D& 0 0 Q SCA ION nr Dl - REv NO SH_ET NO O 5 X 0.3]5 X 2'-0: 6 X 0375 X 2'-1p (10) :X 2 A325 B& 0 0 REV OESCRIPRON 0� UA)L E7 nl z� IHA[£ti9 /ML/I°-9-]159]/va01-Ipopv/%dq-9/0.-Rg/adIR4 �cNG/10-n-i156]/uNl-/vvym/Bbg-B/NIy/+01[< _YN AR MMOpMx IE nu0 Mc(OF£t ilIXu) 1£HnL.11 fl£ARANLEOIIE E5AR£FRdn ttW REFFFFNCF ELFVAt1M T I \ f wP a1%��il�` F lcWrkO i i D Im of n� 2 I ° # CROSS SECTION 4T FRAME LINE "65" 9UlLOING "' _ ORA NN OA IF / JOB NO £AShFN P.ECAWJ PLATE SIZE TABLE SPLICE BOLT TABLE ES a/re/az !Cern Building Systems R oRAxrR¢i94 10_8-31582-1 CMN LOW 510E HIGH SIDE OiY SIZE T1PE NAROEN£D 9Eut2m Q pony (252 WASHERS WASHERS CHCCK OPR o Robertson C✓.'o cam ROCi 9MOUzl NC D8D2-2]9T MEMBER APR f 1 A 6 X 0375 X 2' CUS iOAfER SHIP TO � — "G'"EER °A _ M B M A B 6 X 0375 X 7-Ott 6 X 0375 X i'-6z (6) � % 2 A325 BMl D 0 � mo cWFwucnoN caavoxnnon uureEi!uixs Lrvv uue C 6 X 025 Y 6 (2) j X 1J A325 BM' 0 0 �t y a} n2 �"x9w rwrc nl[NUE uueel. Nr rAe e.. O 6 X 0375 X 1'-6th 6 X ODS X 1-o' (6) : X 2 A325 BdN 0 0 SCALE Arne °AI PM IEN�4j EV NO SHEET NO F I Y 0 171 X I'-RA F X 1115 1 1' 1-' (R) 2 X 2 A325 RMI O 0 REV OESCR/PTION LET DA TF CHK pAE _ - EL`3 0/20 I F t P ILLPAT e-coc x, SCHEOULE OF ACCESSO/i "Col cu AR 1. NO RE00 DESERVE PON X B'-2 FAL IORY LOCA IED FRAMEC OPENINGS S 10' O X IT-Z FACTIJHy LOCATED FRAMED OPENINGS PREL TIRE- Gp(csi Pd'-6 X 5'-2 FAL'FORY LOCATED FRAMED OPENINGS towni Y.11 1_ i d 9 /N X 10-0 RIOCE VEN] W/DgMPERS W'4 OPERATORS FR[W OIT Ik'P. 51EFJ - REFER TO DET4ILS ON INSTALL4RCN CF FRAMED OPENINGS ROOF TO MEET UL90 REQUIREMENTS SEE DETAILS FOR SPECIFIC INSZUCDONS __" ""' - - ' - - --- -_ - _ _ _ ___ _ - _ __ USE SE4NDARC HALL PROCFLV/RES TO ERECT THE 50EW - ALL AND ENOWACL PANELo_ "F fusylve pxe FnPex FM(6J F'-6 Y S-1 FO F]F()6'�F 6'I h1Fi us'F.A.,PKL .. FAR(I) IO-o.Y 1111 T'sn". Downs Y n F n "Nice P6IMrISW- `fGll6Vw�liRPoon. T111it5 If a I PrWEL � V �Iw1 L �, 1„� � �� rreAa.¢wln rn sµc_ s Rv+l _ _ - _ rerersv.�y JI / l r www arnCOIEK e17 ROOF SHEETING PLANRhype" E61 f� �J` rMl,vk e� cm EcRecoi woo n e { ¢ �O- Not ✓i F \ £lY.L EL"n6L r\ s9 JAG ERECTOR CAUTION: ID PFEV£NT POSSIBLE DAMAGE TO PANELS ANOIOR ROOF FRAMING, ALL ROOF PANELS SHOULD BE SEAM£0 THE SAME DAY Al INSTALLED, BEFORE LEAVING THE J0N SITE THIS IS ESPECIALLY IMPORTANT WHEN INCLEMENT WEATHER (WINO, SNOW, ETC.) IS EXPECTED. FLASHING LAYOUT OpIHPe Pre. Fe— ,1111 L`11116 £rL6p6 LP3JP6 DOWNSPOUT LAYOUT —REQ b] z 5ubdlvfslan 2 of section 7209 of the Etluwtion DRA V4N LATE KEY ILIN Law of The Stole of New York stole, LM1ot I[ is OR 4/16/02 w�v EASIER,FOOD —DOR NO 3 Qn IF- a ...... aloLon of this law for any person un¢ss _�s�'P® �ui/afin Systems P.O ORAN£R139] he IacEng antler the tllTpcflon o p Lcene¢tl CH DA7E ROCKY AIWNT NL 275021fD-B-JI$HJ-1 nemee I a Robi, Cec¢ co/npany professlanol e r to Dila, the conlelrfs el APR Y[ '@] (zsz) 9]]-TI3r _ the eolthis u fent m cry way If an ILem bearing -�� CUSTOMER M£MDER q engineer oEtmreE, the olari ENGINEER DAT SF'IP TO �_ L cngunaer noll offi to the It his e o tl M1e dWI[TD Cbwsleucnq,luso n¢y o nal M1an afterE b 'w a;Iawep by M1,ee,gna<<r , __. CMZ Mwn. f..� E ^11 aN,L�FOCA M M A ontl In' tl 0 FWT£¢5 Im nu Pnxns toy 1 — a = PanEl eouW oo oLav= xhlT �snauP LINER SHEETING ELEVATION "I" Tvw wui P us p >p FF IKET Im' FnxEr ^^ _'rir LINER SHEETING ELEVATION "2" rY— = o vnxa cov..aicn PANEL 1EE PnI s MWy WALL PnNELS MW/WALL PANELS COVEIVACE= Smm-0 FANR LGYFRa�_]�-0 r aoR= — °� �eaxuP LINER SHEETING ELEVATION "9" LINER SHEETING ELEVATION "3" LINER SHEETING ELEVATION "3" - BUILDING "I" BUILDING "I" MNY.alfol EIS mei Mnv wau vANELs PANEL COKRnNy<]- PANEL LOV.FL6V= Nlli JINLL WRl- —1 LVLon= 1Y1'v] COLax= xxll C+'-JBA CNLM �pAGfLM F_�16A CNLAP LINER SHEETING ELEVATION "2" LINER SHEETING ELEVATION "]" LINER SHEETING ELEVATION "3" Y BUILDING "2" BUILDING "2" BUILDING "2" Subdivision 2 of section 7209 of the Edyeatlon DRAWN OA TE Ens]ERN R£mINJ JOB NO La of me Seta of Yde. ran, eL.a. th.l d Is E9 4/I7/02 Col Building 5ys^te'ms Po I'll.., I0—B-31583—I hEY FLAN Q - vlololior of tYiis IoW for ony per5 unelns pHE f.KE(J OATC o yeR,ofson CCco c POCKY MWNT, NC 27002-2397 he Doth, under Me da.cYion of oo be satl ompony (252) 971-213l MEMBER ^ — ymfess,onol =nymenn to alter IM1a e= nlrnts of APR T e 2W IM1II, dacoment a a=y ooy If or m be=rm9 CUSTOMER SHIP TO �� IV, sa of an -,no s alarod,Lthe oIterin ENGINEER DAIS M B M A 9 "'I'CGNs m=cdRPo "' LAUFEL LMWS'IX ' -- -- en9ma neral nate m ran Imm M1I: seol ane ma y 9)/as zrN-w wrz.AUE MmN Sow RGI. Motion "ollo-d of/ lollowed by M1rs si9no[ure S/ uun C7aN rvr..... LnuREL, nr nsld Q and Ue Tea of s' cb aherotan and specific SCA L All' 11 NAR¢lo REV NO SHEET NO REV OESCRIPnINJ BET DATE CHK DATE Itlesetlpnon f Ina alternbaa �10a/20 SEE-1PRIMARY FRAME DETAIL OETAIL AT BY PURLINS L'ORDER COLUMN WA7H INSE I GIA,IS END FRAME PIIBLIN ENOW EAVF STRUT WITH INSET GIRTS INSET DARTS CL255 DD NOT INSTALL BOLTS HERE �UNLE55 CL203 OR CL20a ARE SA VE STRUT \ BEARING FRAME C1247 / 'OI('ON AT PEAT! 2 LAP BOLTS R£q0 ENDWALL CONNECTION HIGH SIDE KNEE RAFTER SPLICE REOD AT EACH �_ NCIk CONN i0 RAFTER /-� OR J,/4 A325 BOLTS ENO OF LAP LA LAP RAT ACR NOT HCO'D AT BIRDS GABAC GIRT EA V£ STRUT PEN( CONNECTION C\( ) �______ OPENED COLUMN A ENDWAL PUP GIT TO PURLIN (3/4" A32.5 BOLTS) S 1,7— � nn . ,/ FR1A JE N CONNECTION la ° IP ARTS BOLTS I "\LI i/2 OIA WA.SIICRAL UWAA7£ FLANG _---- - I 1/2" A325801 TS I/ ///�. s1 �� OF REOOJ IRT IOLTS J=] J( CL266 \ BRACE LOCATION �Q/ J, NOTE EAVE STRUT CONNECTIONS / C120s� Ij2" AdG7 SUITS 2" A325 BOLTS ARE WITH 1/ BOLTS -� / f or PC9/ ' t/2" A30] BOLTS ✓ ! (SEE DETAIL SH CL2J3 (A325 61 JOIST) ,,, �3•_ 3_O• _ FOR LYI/LIMN NOT BAR JOIST OR PURLIN ENOWFlR DIRT CL 23L UNDER T'URLINJ I/T AJ25 BOLTS �UHLIZE BOTTOM }}}} y�' (IF RED DE r PC71 O IT LE FOR BOLT- FLANGE BRACE (SEE '120% „ 1\'^ `CL206 y �— D ING UP FLANGE FRECRON PLANS FOR P129 or PC30� I a Pfl 7/_" AJC\ CL255 RIGID FRAME BRACE LOCA VON) HGL \ RAFTER FASTENER� rG 1iIi'2"�Fl.J2v` BOLTS or FC40 - ALL BOLTS SHOWN Cl ' " LgO�,307 RAFTER SPLICE (3/4" Ti BOl ED ARE 1/.2' A307 BOLTS or PCID,% 4 I/2' A325 BOL IS NOTE. ZEE LAPS MAY VARY j JAJ IN LENGTH AND MAY NOT HAUNCH DETAIL MULTI-FRAME NECLS5ARILY BE ]HE SAME / INSET CUTTS KNEE CONNECTION INT COLUMN ON EACH SIDE OF THE FRAME RRR (3/4" A325 BOL75) (IF REQUIRED) CL260 CAVE STRUT 1/2" AJ07 BOLTS INSET GIRT CORNER HE TAIL C1.106 4 BOLT CONN CLIP ANCHOR BOLT, NOT AND f� or PGT DETAIL AT INSET GIFTS IRT �( FLANGE GRACE WASHER DETAIL AT PURE '� ' = -`. I REQUIRED NOTE SEE FRAMING PLAN ANE-ROLL ICT �\J'�\ EAVE i (BY-PA55 GI T SHOWN, RIf.10 FRAME COLUMN FOR LOCA PON OF INTERIOR ` ��. \ ®�\ I STRU / MAY HAVE INSET GIRLS) COLUMN PURLIN SIOEWALL �� B® RIGID y i/2" AJ07 BOLTS .` AMF ANCHOR BOL is, NUTS AND / CL205--t / COLUMN s / (FOR BYPASS GIB SEE WASHERS or PC9/ ��, 1 /�y� i RE2PPON CL2]3 '191 DETAIL SE29 FOR SUB-NUT INSTALLATION PROCEDURES) - 0 \, / CNOWALI i'� Cd20.1 CL2p 7, CL292 �\ f:—GIRT I/f"' AJOJ ' DETAIL AT PURLIN CORE nr P1d30 % DOTS ALL BOLTS SHOWN ARE AJ25) WEFT STIFFENER (REOIIIi ON a t� g.r I/Y' A3G? ROL IS \ INSFT Cm C) PURLIN SCREW FASTENER— GIRT C1207, OF 292 OR FLAN�BRACING TO PURLIN OR GIRT \ / (4) 7/(" AJC] BOLTS PC29 w PLJO CHANNEL GIRT N - CRWOJOI CRP ROOF PANEL DETAILS FASTENERS RARE TRIM CORNER CLOSURE CR27 ADAPTER GNP PANEL COLUMN EXTENSION OR DOOR JAMB FLASHING / ° CONNECTION 0 FOpI LINE q CABLE f.- ` CL21 RARE ANGLE l�2"' A307 °®o (2) i/2" AJ01 BOLTS\ \ PURLIN �. ANGLE BOLTS � PURI AT WASHER \\� CORNER CLOSURE r� FL / / / (LOSID RAC �`'-N'AFTER \ 9@U RAI([ TRIM / i LAI NO STRUT DOLT / '-PC5 BRIDGE CUP \ (EIY31-£WJ4f FCOUIREMENTS / USED IF COLUMN or JAMB BOLT FLANGE BRACE IS BETWCCN PULINS TO BOTTOM, CENTER HOLE FLANGE BRACE \ PC", CL 210 or CL,19 CAT£ \ / currER \t` ��.. / q / I 2, 3 OR 4 - 1/2" A325 COL 6\'1£NAN FNp ///\ DOLTS FLAT VIA SHOT or DOOR JAMB pL cp / \� \ / Ib 2 - 112- A325 BOLTS (CP EA ENO) < L,Ek L/ \ .� 4 1/2" A325 ALL BOLTS SHOWN TSE h SEAL GUTTER LAP BOLTS WHEN CL273 ARE I/T AJ25 MRI LOBE CAULIUNC IS REOUIRCD SFB \ y� RIGID END FRAME-INSET GIR iS �1\ AND (16) euND Rrvrrs L'I - 1/2 CIA WASHER L2 DIP WASHER- SEAL LET E ]AIA LAP MPi RAE CAULN`MI(ING \ PURL IN POLO IN AND (17) BLIND Mai 112 AJC] 1/2" AJO] CORNER CLOSURE INSTALLATION uc.OR URA cmc ectr cmP CxART CL 217 _ _ - - BELTS ROL IS rr IS INE SdReSwPNT I ME REII G re...I•^T., o PfE LY R¢'R EDGE ABOGE ALL STAGES E6MM. PARPWLAMY 1/t"AJ25 GET or A325 0IX I DETAIL LOCARON BLIND ADAPTER FLASHING CORNER CLOSURE xxtx Irn GrERN�w1 - A., R G o ],.. BASIC (MLzsJ (Ewap GMPPRARY Supp rs 5ucx AS ILMP 11 QYG BRACESOR 11 FAIT IENGN POP IRS. BOLT TIGHTENING PROCEDURE I,< AJ25- ELEMENIS V ALt BF ME NIAL A.[VNN£ST RESFWI 111 OF 1]2" AS25 8011$ WE fAEL]U.P ME IEMMAGARY SUUfvRIS REM/MED 9IAIL UFRn- ',pi I J/n' 1/I6"- %idb" I" FOR A-.325 BOLTS BDI TS D a FILLER FLASHING A4NF0 ANU FLRNIyIEU dl'NE�REC1CR /��� 7 I/Z- 1v`�I ' ) Imo' CHP PANCL - (CX2Or-) IEUP 11 GarSWUCncw SUPVURT,.•lua RE PRODDED IIIL(tetYLrt r /Ic _ I S/IG' 2I/E r - r )/10" 1' o CL23J—' ♦ ' l]/d'- 19/Y5' ,/2' r Ijl"- 115/16' I/%'" STRRAC AAGE IS ar lredreDr, anWE�nBN LOANS'm Par INE zs/s"- a I/is" a 1. USE TURN OF NUT METHOD WHEN HARpt NCp WA.SHFRS p12J9 0r PCII NO CONNECTION 1 E1 91 LEF n1U rut GAS /g-_ B y/IC- I/' NO CONNECTION REN TO RAI IU/ RFOD A.CF GN SAME NW 51%PPCRR SHAL(UC LEFT IN PUL£AS ARE NOT SUPPLIED nr PCT 1 TO RAPIER 2CQD UNG AS NAY SE REWIRED RSM SAFELY OIXI IpIGM n� msraulwGnnSBw IA ba pexrserrs �V SL NREAO LNCAGEMENF 1s DEeavG (PORI At CLN]ER) POST NOT AT CEN7CR NATE. 2 /F IMPACT WRENCH I5 UFFD, IT MUST BE CALIBRATED C ) BAIR LEG OF In xAlc BNNR ME1 BREN on tn'G M FILLER FUSNlNG (CX24) AS TTY Ln N NE.1 IS DAT of' BE FACE IN ACCORDANCE WITH RIC TURN-OF-NLD ME MOO OR THE MAY REQUIRE MODIFICATION EAVE GUTTER 'SPECIRGI pgIS TUR INITRAM,ItL1..1 1.,M A 11 BIX IS I Nf NUI' BY Mi OF TIGhITCNING BEING USED BY INSTAtl£R DEPENDING THENOx Eaed. ON BEDUR ANO Boater SNdcrvreAL iJOB 15I TA6LE A ON WHICH GAVE TRIM IS NF FINAIGUMG Fontan wL FLsreUARY r. BN FAINGESE RY rvA IENGNrn NU1 RmIGAEF.fIMN SELECTED BY CUSIDMER NFILAN INSRMtW STEEL LUIS IRUCGGN ANO BY WOIISIRIPL SNUB PGNf LYWl4GUN 3 OVER-TIGHTENING OF THE BOLTS CAN CAUSE SERIOUS DAMAGE FnsIENEFS MSGIUIE ,72^ z pMl ExdPRF I/] NRN AND POSSIBLE FAILURE OF THE BUT F SECTION A-A I AT. NE CUVNR.'L.HIXES INRI FNWGII GMT!PMS IU /1' OKF 2 NUI U1LA I" 1/1 E. MAIn IAM ME GIMEN9vN5 APo PLWABNESS OF THE SIRUCNIK AEq U"ARU 9Ib12R ES NRN Udi FLASHING INSTALLATION) 2 Ea.STGO SPAu az SIGAUGHT IS A 'SVUG GLRY NoGerel, U, GTE?J".NOT ART s' I/1 NGN 4, ME AMC RECOMMENDS CONTINUOUS MONITORING OF THE N d151/nf MAI ME PARS LF NE ipWl ARE BRWCNT IN IO Tom" J 1/Y All FIRESS I/] NRN coop WNPCT IMI EAC`GIVER Few,GCI]IS Gm Nm T/R' G a r/1 .Dl @ERY e/2 BER INSTALLATION PROCESS BY THE INSPECTOR IN LIEU OF AS NE GGINDESS nHAmEU TRA FEW IMPACTS OFAR ITGAIR .MIGHT YONCHEs,KU5EG, 5NL dE GF AGFl:GA1[ AN AFTER-THE-FACT INSPECTION WHEN NRN OF NO Subdivision 2o1 sec11on T2090f {h¢ Educallon DRAWN D9TE JOB NO WEU To NE r1ML MUST OFA ALAN LIFE AN notaxi STAB L pAQIYANO SVFLN.'IENGY UPPLIN M11I AM iv TIGHTENING /5 USED Law v! ThP Siv}e vl Nvw Yvfk stal¢9 [ba} II IB EASTERN RE610N PERTPW nT drate'O Son.1 GF EACH SITIN to anon of uw for unless E° °9-1'-D2C�-,��+® dui/ding �'yaf�/773 PQ ORAwER zaRT 7p-q-,31,583-1 /' dLAVNI[HATI IT CFWc In All G AQWMs xwts m HE AWRONIMAIELY N SELGvos av uny porsan ROCK Y MOUNT, NO 2]BOz-vm GI TG.1 marNNSs he le octing under Ifni dlrecLnn of a Ilcensetl Cll "U GATE v Rvbellson CPL, SONAny •�NUTRWANI ISRELI)IENSIF ELAROLESW -_ ._- - - -- fesslonol (2iz19]]-2T]I MEMBER A Art GUINASANNE CLNNECGGASi BY NTAGOGRIT ENFD MEEfEMENr(NUTGRBCGoEESGGNRRNG FLw BUL IS /� - - pro en in an w If an canl¢nfs of � ,/ APR $P TLQ AOMRGNAUYOLE A A at GGIEANOUIRFO�iHE NGJRU- WSTALIN BY I/2 NRNOR[['S$ ME TOLERANCE / \ _ the seat Inonewvy IfanItem bearing M CUSTOMER SHIP TO ABGRII m DOLE , 1AI1 PROLE.1 E ITS sxavtG eE(y Grr f-)sir GEcrzEEs Ibc seal of an rr,, ear Ie altered, the adhering t ENGMEER DATE 179 N D CONSTRUCTION E CORP. LFlURCL LINKS GOLF CLUB GLLY BW�7NE MaS r flGUERABRr G*NE"WNF IIID Shull v1GM l0 1110 IIURI YI16 5¢a Ontf tba MBMA LINTEGET, NG Nes oPEFn nrM rxERE aNme BE rvG eo- Gotr nl nI rs MusuRNU mou RIE NNGFnvx a•txE engineer /�f/) a ai 179 NEW YORK Al/EIDE MAIN ROAD ROUTE 25 FA SGR OF Drc vART NDE RSa DY mE INGRED " REAS(TGG 1. NerfalF ENG I NE DREADED PCRnav � notatmn "Literati be (ollawatf by h, 9gnolure SGAL[ FAUN ANGTON, NY 7774T LAUREL, NY 11948 REv ND. SHEET NO 0 and Ane date of eu ld onarohon, Lad epeclfro gTTN FlL BAR , 1 REV. DESCRIPTION SET DATE CHK DATE descnptlon al Ne allerallan "NIS" [))of 2C CRO2ORG CRP ROOF PANEL DETAIL 'DISJOINT CRP ROOF PANEL DETAILS CRO30502 PRP ROOF PANEL DETAILS FOR SEALING RAKE INSULADON DETAILS SPACING SIDEOJ CHP ROOF PANEL DETAILS R] CR-1-01SHEETED wOwILL In mOul THERMAL BLOCKSCROJOT11 SIALWO HIGH ME RAKE CAR INSTALLATION OF ADAPTER RASSVG ML25) Ai ENO 1WA11 or DATE TRIM LAP WALL AND THE RA OF ALL ROOFS ARE r0 BE SEALED MAO_ WgTETT CIDP) TTY A'£ETING IH FASTENERS A- 0 C) -s ST FASTENERS 5 PER PANEL FLAT INSTACLINP. ADAPTER FLASHING USING SHE FOLLOWING PROCEDURE DIRECTION 5' 71"SICAII _ ALPERT?FLASHING ( ) ROOF INSVLAPON NOTE J/16TYJ/}" r (1 mRV FlB) ML25) ADAPTER BASHING -� (4' AJ DOME ./ PRIOR TO ERECTING FAKE TRIM. TAPE MASK 1 LAY BLANKET INSUU➢ ON CARL ANGLE Wtl TILDE EDGE ON STEL TR FASTENER 6" OG - FACADES) s OF FASTENER 6" OC + INSTALL RAKE RlM EXPANSION \ [INE (SEE INSULATION INSTALLATION DETAILS) / CgIOION: PUSHING iO REGIN BOJIRU CRP Pp NEL `RIDGE FLASHING CRP PNIEL, 2 PRIOR TO STARTING ROOF SHE➢NG INSEAM RAKE ANGLE, WITH REE rAINING 00 NOT INSTALL THESE EOG£ OF RAKE )RIM \ CLIPS. ON TOP OF INSULA RAN (SEE GACCFj RARE ANGLE INSTALU➢ON I6' X gb"MASOL ` EASENERS CLOSER DMI I' AM \ y Fl DETAILS) u/ TO PURL IN TLpNGE OF LV] DAUENSION PERPSTARSEEIR / 'EOEPK AN CLOSURE (CODA) le LIY' CU] J PLACE STARTING CRP PANEL MIH ILNALE irtlB LOCATED AS SHOWN ON i RAKE DETAILS. J— jr,'"" X J/1'M'S'G TO ROOF SLOPE FROM TOP / RAKE ANGLE 4 W HAL OF ROOF PANEL, FROM FAIT i0 HIGH SIDE, PLACE A CONPNUOUS CRP PANEL - OF CABLE ANGLE *0 TOP / NOTE SEE "RIDGE DIMENSIONS BACK-UP PLANE URE FUN OF 3/16"X3/4" TAPE ALI TO SEAL RFTWEEN AOAPTR FLASHING - CLIP CV] OF RAKE TRIM EXPANSION 2 FOR LOCAOON CF OUTSIDE / A T EA PURLIN (ML25) AND AND ROOF PING ( / r / / FLASHING (ML 14) CLOSURE ANO ENO OF PANEL 5 POSITION ADAPTER FLASHING (ML251 ON IOP OF MASK IAP FLASHING 1"AT RAKE dNGLE / / % / SECTION A-A (RIDFE WITH OR WITHOUT THERMAL BLOCK ENOCAPS AND FLAT ✓LINTS AND USE CACHUNO START ML25 AT LOW ENO (GA-0.0-AL2) —RARE TRIM IF FAS)£NER OF ROOF PANELS / 6 INSTALL FASTENERS THROUGH BOTTOM FLANGE OF 40AP2F FLASHING Oy25) (£VV3d) 1' AND FLAT OF PANEL INTO BAKE ANGLE SPACE FASTENERS .AT APPROXIMATELY G' ON CENTER AND MAKE CERTAIN SUIT THEY OO NOT PENEG ATE TOP FLANGE OF PURLINS SCREWS MUST BE INSTALLED NOT ROOF INSULA70M CLOSER THAN I" EITHER SIDE OF PURLIN FLANGE TRIS WELL ALLOW q LE ANGLE-/ / 2 5/8 S4" THE RAKE ANGLE TO ROOF BACK AND FORTH IN ME OPE DUD OF THE (VTI-LANG) S ROOF SLCHE AS ROSE PANELS EXPAND AND 6NJRACT DUE TC THE GABLE ANGLERMAL / CHANGES BLANKET r \� �/ r ENOWAIL PANEL _ STEEL DIE 2 PRIOR TO INSTALLANG METAL NOW AT GVOWALL. PLAT.£A CONTINUOUS INSUU 0ON ST FASTENER - G RVN OF J116"AJ1-" TAPE MASS" ON IDP FLANGE OF ADAPTER FLASHING (SEE WALL DETAILS) PURLIN B INSTAL METAL TRIM (FAKE TRIM. ON BASE FLASHATS EIC) USING i. FASTENER STITCH SCREWS TO ATIACH WLE TO TOP FLANGE OF ADAPTER FLASHING RAKE IRIM EFPANSION� 12" OC 1 0 C Y PFP FIELD NOTCH FOR SPACE FASiENEPS 6"N CENTER FLASHING (GENT) FOR CWP PANEL) /// LAP q5 NOTCH P WALL INS ILA DON J PURI IN ('TILT ) IIF RECD) STARLING ���TR� WALL NLL RAKET IM OO CRP PANETw% FASI£N� / % FLASHING/ GABS ANGLE T�"V// \ / ("A1 MAY BE ROTA Re; /� �/ CORNER ]RIM (SEE RAKE CNDITION) C5 ADAPTER I£R FLASHING (ML25) / I \ O SECTION A-A Q MASTIC -RAKE If CUP CL80 12"FROM EAV£ / or BASE /RIM CUP LL']6 AT RAKE ANGLE STRUT AND IFI EA ST FAS' ERE 6 �� Ea Y£ MIDWAY STRUT (CALM-GAICI� PURLIN SPICE / DETAIL AT RAKE - (SHORT PANEL COP5/NO THERMAL CLOCKS) /]4 FATTENER Nor RAKE AGREE RGH RETAINING CLIPS IS INSTALLED IL \ / �i// KARL TRIM ON TOP OF ROOF INSULATION U / - CABLE ANGLE EYPANSION O RAKE / --�J/ (mr-vlb) FLASHING ENDLAP DETAIL 0INSULAiION / ENOWALL PANEL DETAIL AT RAKE ANGLE BFTII, PURLINS (NOT SHOWN I (IF REDO) ' FOR CLARITY) � GABLE ANGLE CRO80101 CRP ROOF PANEL DETAILS 11050/03 CRP ROOF PANEL DETAILS RETAINING CLIPS LPN ILA RIDGE 18080102 CRP ROOF PANEL DETAILS VENPLA NO RIDGE ENO CLOSURE CZB VENOLA@O RIDGE � PA", CAP DRIPH STAND-TIFF P 'ASTENER �� ` 9" UV TR IAS 1£NER )- VENTILLOSU RIDGE CFP PANfL \' [ 12- OC FIDE{ CAP (ERNS) ENO CLOSURE (RF18) CRO30802 CRP ROOF PANEL DETAILS FOR 5EALING RAKE �� / / VENT £NDIYALL TIE-IN WROTE THERMAL BLOCKS CONTACT // / / ADAPTER (LR26) DIP gg 143 i / MASnL p VENT 3/I6",Y J/4"MASPC M4511C Olk j TR FASTENER Ra25 APAP�F 4 > \ CAUTION A1A511C / / \\ 6' O L ( ) (LR26 - / -COUNTER TRIM �✓ � ��\� 'NTACT TAPE RIDGE CAP RITC£ PLORD"USHINMUSTG END - N FASTENER 6" 0C J (BY OTHERS) CLOSURE / /. \.�\\\ C BUICK &MA=OAL E JUSJENE IWOT f CRP PANEL ` VENTAHLE CLOSURE f COH-A-VENT \\\ ADAPTER SHL£TINC- LINER PANEL / / 600 1/f F �\\\� , VENT DIRECTION / RAIN \\ P �/ MAGNIAb (CF26)12 FASiE/JHN �/TR FATTENER 6" OC 5" TYPICAL 12" O.L (l6"OC CUARb (CRL5 RAKE TRIM FACADES) FOR CWP PANEL) MA50C \ _ / (L1Y31-EH,4 J/16"X 3.r4"MASTIC 3/Ifi X Jj4"MASPC BACK-UP PLATE \ �%/ / RARE UP J - P�9p/ ) ASE TR/M \� / 3/Y6"N3%r PLAT (CRI l)JJ OUTSIDE 4 pg'NO ADAPTER FLASHING 2" NOT£' \ .�\ CLOSURE (CR10) F SEE DETAILED INSBULTIONS \. / MASPC ST FASTENER Np9 (A1L'5J FOR "SCALJNG HIGH SIDE" \\ CFP PANEL (S PER PANEL FLAT \i 1 MRV RIR) "COR-A-VENT V 400 EII E ST FASTENER 6' OC (1" X J 5/e"X 4E") FF CARL CI OSURE(EW90) 3/16"X 3/4"MAS]lC _ V NOPEAT£0 PJOCE INSTALLATION SEC RQN 4-A \ / 16"X3 GABLE ANGLE 1 /MSALL OUSSIOE CLOSURE$ (SEE 10 FOR v .LIASPC /6 CFP PANEL 2 APPLY 3/I6"XS/4" TAPE MASTIC /O TOP (EG OF CLOSURES I 1 2' NOTERAIN GUARD, MASTIC, AND LUP R]T J LOCATE RAIN GUARD ON CLOSURE TOP LEG ANO ATTACH WIN VENT MATER. A FXTENOS AT EA PURLIN IF RAPT 15" 0C SEAL R,VN GUARD £NDLIPS :Nm TUBE ~�r TO ENO OF RAKE ]RIM. CAULKING AND (4)BLIND RIVETS / F'`[ \-RAIL£ TRIM (REMOVE VERTICAL LEG - - - '- T CAUTION. 4_ APPLY CONTACT TAPE TO RAIN GUARD TO HOLO VENT MAiEft/AL _ C RIDGE /C'I'F OF RAIN GUARD AT FAKE DO NOT INSTALL THESE IN PLY C TRIM) FASTENERS CLOSER THAN I MATERIA 5 LOCATE VENT L (CORi PENT) AND VENT ADAPIEF BLANKET RAKE ANLL£ TO PURLIN FLANGE OR CL77 AND ATTACH MET STANO-OFF FASTENERS 24"O C 1 /A� RIDGE CAP INSULAAp/y (CALM-GALL) 6 SEAL ENTRAPS IN VENT ADAPTER WITH Ij T6"X1jb-MASRL AND l 2 I A UENi ENDLAPGE fL15HING (2) L RPESH 85 ADAPTER ] APPLY (/I6 X1/P"MASTIC TO RIDGE CAL LEG D ADOPTED ANO INSTALL RIDGE CAP A]TACH RIDGE CAP N POTTIER WHO O. AID LCL RIDGE lR FASTENERS 12" 6£NO CLOSURE RE 8 SEAL ENOUPS OF RIDGE CAP PEI GE Way NOTE LOCATE FATTENER 1 9 5£E CROB0103 FOR VENTILATED RIDGE FNC CLOSUFC - - ABOVE TOP OF BASE IRIA1 - ONER COUNTER MIM 1r IT L"6C 16"O C (HOOT SLOPE) 1 A I• I 1 4' `TOP OF PURLINS INTO i FASTENERS SECTION A / KE TRIM FOR CWP PANEL) 1 12 6 J 'I ONLY(EACH SIDE) CLIP OLb6 AT 5m1 T AN 12"FROM CA AT E 12 6 1 a FAKE ANGLE STRUT AND MIDWAY/N EA. 112 5 A a DIMENSIONS FOR £AV£51RUT GA20-CA22 PURLIN SPACE BASE rR/M =� J/16"X 3/4"PIAS]L' ( )� 4a2 —5 1 a" LOCATING l/ENT - L 5 t2 4 3 a PARTS Rv,Rr / CARE CLOSURE b fill 6 L< Sqa- L'gOf- - - GABLE ANGLE R �'`C e�?o,N s"NO RAKE mlAl F d-GAdLe ANGLE SuhdOroan Z of Doi 7209 al the Edumtian ORA IM DATE JOB NO LOW Of The $LOte aI New Tarts Surd M. IL is £ASIEFN REGGN olahan of this Naw !ar anV Unless ETT 04-]9-02 PO ORAN£R 2367 DETAIL AT RAKE ANGLE BE PURLINS —TCP OF POPLIN _ a �' person oCee® Building Systems 10-B-3151 1 Q he �s acting under do direction u a licensed EHE/' DAT£ p Robertson Ceco cor", RUCKY,MOUNT. NC 9602-2367 Q - '-- professional enGmeeq to alter the creams of f APR 2 y IIS (252) E7Y-21P MEMBER this dacamenf in any way If on Rem bearing ON CUSTOMEPr SHIP TO '� Q the seer of if affix to r is aem hiid. me oleal riint ENaNE£eR DATE BARIELD CONSIRUCTION CORP LAUREL LINKS GOLF CLUB M B M A ro atioo 'altered by�aionowxJ by�nie slgnaWire the dfj sl�i 1'9 NEW YORK AVENUE MAIN ROAD ROUE 25 0 _ add the dote of such eltembon, and spenfic SCALE HUNTINQTON, NY 11143 LAUREL, NY 11948 R£V ND SHffT NO FEV. OESCRIPAON OET DATE C" GATE dec",U n at the alterntion "NTS" AI RVAL BARIELD �•� „ CRU6@UI LRP ROOF PANEL DETAILS CHRO401 PRP ROOF PANEL DETAILS LRI ., CRP RCOF PANEL DETAILS G`RI RIDGE FLASHING CARIE CLOSURE RIDGE FLASHING END CLOSURE RIDGE FLASHING SEE SECT 6 FOR ENOLAP (S) TR FASTENERS _ 2/OCE FLASHING ENO CLOSURE \ C1 CtINIA RAKE TRIM INTO PEAR TRIM I (RRI-) SEE - C1fIE � CL rISLIRE ONLY(EACH SIDE) ` \_ CRO,]OT02 CRY PONT PANPDETAILS W1M ENO PLAIC s£E DETAILED INSTRUCTIONS "` CR_2 MR SEALING NIGH SIDE' /q// 0 /R/ ft0 FIELD NordH RmGL FLASHING <\\\\\/'y ADAPTER —CRP PANEL LI DSURE Si aft A,it, DDll4U6/MAT LOSLRES \ \ (RR16) \ ,,/ FLASHING / / 11 j�X �E N OUTSIDE `I /tv / /� GAVLE 3"LAP CLOSURE / \ 3/16"Y]� ^\ \� // / / .L P, ANGLE MASTIC \ I TR FAs{£NER / MASTIC BRAKE PITA h / j ANGLE / (3" OL µAX) / \\ �\ \ ([W31-CW34) /�� / //, l; - r EAIT SIRDT �/ �AfgSTIC \\ / / 'M1 / % Q (4: RIDGE FUSHING r / <yyy/µc0 ��V `% RAG(-UP \ RAKE IT _ PLATE \ 3/]6" k 3/6 Y j^ FILLER / FLgSN/NGS EKE P!M $EGTIDN B-B `- RAKE 1AIM '��o• 1�:/ —GABLE CLOSURE(EIV90) ICX2G) / (EW]F-EW34) (ENOLAP) GABLE CLOSURE \ ICRP PANEL / / SIDI. II ASHING NOSE INSTALL RAKE NOT' GABLE CLOSURE (EW90) IS TFUT IN PyCRu0N .� ��� CAUTION. (SF52) OR FALSE q TRIM ENO PLATE AIM F gL3PE) 6^ BY RAKE PIM E..PANSIDN FLASHING ANO � �Sp \ R0G£ FLASHING ENO CUTTER FLASHING /UBE "GLUM ANO (POO 6 5 RIDGE FCA5HING ENO CLOSURE 00 NOT / E< \ RaKE PIdI CLOSURE MUST NOT (SF) 5F52 IS ,' �/- (T I) 'LINO NNE IS 1 A.12 TR FASTENER FASTEN CABLE CLOSURE TO RAKE PlM OR Yq� B£ FASJEN£0 /NTD CBOWN 1 12 6 I A (o' O C)� 16- X ]/3 - ENO CLOSURE GAABLL CLOSURE RAKE PIM ENO 5 PLA (EW]Of 3/A BIBLE FLASHINC > 2-12 3 B" CLOSURE / 0 1/2' RIDGE FLASHING RAKE TRLM END PLAT 5 T I'- r-STANDARD ]"RIDGE t2 p_ P.IBGE (511TH 481) I _ END DF 4 GABLE CLOSURE(EW9O) _ T FLASHING ENDLAP �� �` INSTALLATION 4 1p 5• __ RAKE TRIM RAKE TRIM �\ \ RIDGE FLASHING 4 1 2 RIOCE FLASHING I ® PANEL (EWY1-Eµ34) / ` ENO CLOSVFE \ 5 12 /�(RR ifi) \`' HAKE TRIM • /� / DEJAI! LOCATION RACY-UP .K� HAl(L IIPIM gpgpiER FILLER RPSHING (G2#) 6 P / PLATT _ \ fiASH/NG - FIECO CUT TO CDP.RECJ _ l I \� BOND J ` I ef/IE"X 5/4, ECD \ RIVETS (HERS) LENGPd OVTSIpE 2 I A / L MASTIC 9 1 2 G \ �\ RAKE TRIM GOSO'RE / \ \ / ` PANEL ST FASTENER — (FW31-EWµ) / CRp PANEL _ (CRIO) I (5 PER PANEL FLAT) / 't (I THRV RIB) _ ` ' /\ // \� J\ —BCINO RAKE TRIM GABLE CLOSURE ENO OF SIDEYLALL Rhf15 J CUT BOT e. LEG WALL PANE 9 4R" � FLASHING ABUTS \ FLASHING LASH) EXPANSION J OF P,AKC IFIAI ID gni^ 9 a RAKE TRIM ENO \ TOP OF PUR(/NS J /TOTE SEE REN,MAfEN5ICu5"GAR BACK-UP PLAIT (ML/41 CLEAR LLOSURC S'FF9L.�gs fry PLATE RAKE iR/M fµ0 loo RaN CLF ALTURIE 405aRE (CRI!) FOR EXPANSION #N/,e�LA CC -RAKF PIM FLASHING PLAT£ (EW30) O P b. SECTION A-A ELEVA nolo A A (TILLER FLASHING INETALIANWE) CR030H02 CRP ROOF PANEL DETAILS FOR SEAVANG RAISE R43ENDWALL TIE-IN L UPTT THERMAL BLOCKS AIDS'X 3/4^MASPC COUNTER TRIM 11 ROD OR CARLE ENDWAL BRACING SP12 INSET GIRT WITH P FASTENER 6' a1�/ (BY DINERS) CONNECTION DETAILS DETAIL AT CORNER ROD OR CABLE DIFECTAN uNER PAN£LJ 5" TYPICAL sr FASTENER \\`II\ _ 3/4" A325 R FASTENER 6" OC (4" AT SOME 12"OC (IB" OC ROO BRACING p ��' CORNER FACADES) dill\I11VYa✓ BOLT FOR CWP PANED COLUMN 3/16" X 3/4'MASTIC 3/l6 X S/4"MASTIC FLAT WASHER NUT T AO'5 / BASE RIM SLOPE WASHER /2 Or RDO WITH RENRP FLASH/9-6�12) a" 7 CLEWS `FIELD GRILL FOR (ML15) � I / PLATE R00 OR C48LE BRAC£ GRIP Un_J CL215 (I5/Is" X 2 I/T CLOT) ST FASTENER 6" f 3/Ifi"X 3/4' ROD µ4TH /J CABLE BRACING WASHED AND GABLE ANGLE NUT RP PANEL CUP CUJ ATEA. PURUN ♦ C57ALLFA NOT INSTALLTHESE FASTENERS CLOSER MAN 1 -NOT-ROLLED BLANKET TO PURUN FGNGE OP LV] BEAM/CHANNEL INSULATION PUk N NOTE LO(iATE FASTENER U ABOVE TOP OF BASE TRIM LINER, COUNTER - IP,IAI ST FASRNER SECTION A-A - 12-0 L (IB" GC. FOR SIR PANEL) CUP CL80 12-FROM SAVE BUD C�76 EA AF SWUTAI FAKE ANGLE STRUT AND MIDWAY IN EA. 3/16'X 3/n"MAS➢C (GA20-Ca22)l PURIM SPACE BASE TRIM ^� Subd,vmsun 2 of sne(wn 7209 0l the Education DNA MV OAR JOB NO - Low of The Store of New Year notes that It a EASTERN REIXav olotmn of this low for any person unless ES 04-19-0C iCecB Suiiding $ya^Xe'Fns p0 CRA BEP 236J j0-D-315$3-1 - GABLE ANGLE - Q h is acring untler the oATU.a of a licensed CH£ DATE o RIGHURon CeAa company (212) Mou'l Ne 27802 2387 —CABLE ANGLE professorial engineer, to alter The contents of APR 2g (252) SFT-zrar MEMBER this document In any way If on item bearing / Al the cool of on flared, the altering ENGINEER OAR CUSTOMLO ER SHIP TO M B M A DETAIL AT RAKE ANGLE BETWEEN PURLINS LTDP OF PURLIN 0� DY,.aeer shall offs, to the dem he ned gad tune ye o2 B7g NEW YORK TAVENUE AGICRON CORP hIAIlN ROAD REL KROWf GOLF UB 0 ___ namtlan "entered hy' followed by hie e�anamre �/ Q and the data of such vlNmtP,, and spwom, sCAIT HUNTINGTON, ,NY I7143 LAURFI, NY 11948 REV NO SH££T AR REV DESCRIPDON OET OA TE CHK OA TE description of the alteranim 'NTS" ATTµ AL BARTELD F7 3 r 9 CROl010J CRP ROOF PANEL SETA/LS CRO10201 CRP ROOF PANEL DETAILS LROIO]O] HIND-00X1 CLIP USAGE HOLD-DOWN CLIP FASRNER USAGE CRCIp SOb STITCH FASTENER USAGE PANEL CONFIGURATION FOR CRP PANEL CRONLAR FOR .--RP PANEL FOR CRP PANEL C 1 DESCRIPTION OF CRP ROOF SYST1 1 Nq EXH THERMAL BLOCKS WITHOUT THERMAL BLOCS ME CRP ROOF SYSTEM USES A 10" WDE 2'DEEP RIR, STRIA IEE RIBS ARE STANDARD NOTE rJA, STANDING SEAM PANEL NH/GH 15 AEAGHED TO RIE RODE MAQ PANEL CAN BF PRODUCED (EMA1 \ ONLY ONE TYPE OF THE 5SIGH FASTENERS SHOWN BELOW SWUCTUR£ WTH CONCEALED CUPS PANEL FASTENERS RIB AITHOUT SF/AFD RIBS FIB ONLY ONE TAPE OF WE NDINC N W GIIP ORTIN MEM EHONK BELOW WLL BE FURNISHED DEPENDING ON NEAT RIE CUSTOMER ORDERED N9LAI BE FURNISHED 0£PKING LI ON WHAT POGON.111 TS AFF USED ARE FNPOStD ONLY AT EAVES AND PANEL ENDEARS IF REQUIRED \\ GFFEF H THE JOB PARKING LIST lO DETERMINE BUILDING TYPE RT P.FFEP. TO ME JOB PACKING Ll5( .b OEtERMINE IM IILH TtP£ OF 11 t6 OF I3 yb" SCREW HAS SEEN SHIPPED FOR THE METAL BVWERE THE "SCREW£'F PANEL LOPS ARE SUP TYPE TO ALLOW FOR MME IL SCREW 4A5 BEEN SHIPPED FOR R{[ CA GAINS BVILCINE IA "SCREW FR EXPANSION M9 LEADING (,V LE) RIP OFREQUIREMENTS ME CLIP (3) STRIATED RIBS r USAGE" LISTING, flFI CW OFSCRICTS LJLA MONS fWICrE THAT SCREW USAD LISCNG R£LOW DESCRIBES LOCA TONS H'HEFE THAT SCREW HOOKS OVER ME LEADING 1:9AL£) RlU OF Rt£PANEL 6 TO BE USED 15 ID 6E USED AND IS FASTENED TO THE ROOF STRUCTURE 11TH SE6- � `x STANCARO 4LTERNA2 AL FRNAiE ORIILNC FASJENERS OLE ttIP TAB L` LOCKED INTO / STANDARD FOR OFF PURLING STANDARD FOR BAR ,A915T PURLINS THE SIDE RIBS DURING THE SEAMING PROCESS D axTEA TP+ATi.CLOY GIM wry " II SNI6"HEY H[A i„Ib'4ENUD aN SinlNl£SSe INTERLOCKING SIDE RIB$ CONTAINING FACTORY APPLIED HIB SPACING APPLIED (p - F u s1EEt i SEA Al ARE SEAMED 11TH A PORTABLE ELECTRIC APPLIED O m u nAtlCN 1 srch CA HACHIN£, PRONDING A WEARIEERGHT STANDING SEAM 16" COVERAGE SEALAM1i _ ILL LISP HEra wA9Tm \ 2 - CRP PANELS ARE INSTALLED ON EACH SIOE OF RIE RUDE \ LE HE/A6 Fn O HExG- -HEnO Y/EAAT wAwEF-vEAa FROM FIGHT TO LEFT AS NEN£0 FROM NE LOW RARE PANEL CROSS .SECTION wAyIEA �C HQ WASHEPAL� IYA4IFR LOOKING UPSLOPE, WRI THE MASS RIB AS ME LEADINGSHORT SLIP CLIP EDGE (DIMENSIONS ARE ROUNDED TO NEAREST 1116") (MART CLE RELL 1CPH 11". - PANEL ENOLAPS, IF REWIRED. ARE STRAIGHT AND ARE QL11Oe.MA NG'scPEW ss.-Tc�LUNc sTnEw TYPICALLY PARALLEL WILL BOM WE RIDGE AND EAVE HOLO-DO NN CLIP VSAGC Ew/Exs/eJ sF11 FS c IH pEns/s) snB'wP (I/J max//e) SOITOVA pFASTET/e) a • ACEAlax/18") PANELS LAP 5" AND RIE SCREW IS MADE UP30PE TRIM FEMALE RIB spl¢Sc 1 sOl25n OIo-2Jrl rig") ntt<RVATE Tn52NEres ME reEamAEo Eco WAnRANTFn reocFs A PURLIN USING A BACK-UP PLATE. THE MALf AND MALE RIB (CLE SHORT LSUPON CLIP NESS R THERMAL SPA LLHS OEC WITH BUNKER (/Ie-nxr I/•' pI9ff5 FEMALE RIBS AT ME UPSCCPE END OF THE UIIOFRUPPING INSUU TION THICKNESS THROUGH J ALSO USED :VIM RECTO BOARD PANEL REQUIRE HERD NOTCHING- INSULATION NOTES. 1 . = IF SCREW IS PAINTED. AN AOOITIOPIPL LETTER SUFFIX IS ADDED TO THE SCREW MARX TO OESIGNAiF COLOR HOLD DOWN CLIP LOCATIONS 1 TEES/2 FASTENERS ARF FURNIS4£C ON BLgLOINGS HAVING LOIS FORMED BLANKET EL A D IS RS BLANKET FOR USER MOM FLK MEMBERS FOP AREEP (SCREWS RE GF NO FOCF PANELS ANC AVATUM THICKNESS ET IMAM BE U FROM PANEL SIDECAR (BEFORE S[AMINL') ONE CLIP AT EACH PURIM AT PANEL EICQAP$ INCL LACING PERI( PURLIN AND 2 (EFS/4 TOPIC COLD R£ED MEMBERS CW RUILDINGE HANNL BAR JOIST Q4 (SCREWS NOTED AS "iF FASTENER" ON ERECTION DET4fL5) M.F .MINIMUM IDE" MAXIMUM THICI(NE55 MAY 6E USED CAVE LINE CANOPYECURDH PUFLIN OTHER @IAN COLO FORMED MEMBERS, FOR PURUNs HEAD FAINTED PANEL COLOR MIC THERMAL SPACERS ARE REDIIIRFO INTH INSULATION FACTORY APPLIED SEALANT CLIP NOT.PY DO LE TR LOW OF HIGH SIOE EAVE SOU[ eEAV' OCR 3 WESE SCREWS MIF FTIflNISHEO PLAIN (NO LOLDR) RIDGE RASH/NG N OLITSIOE CLOSURE RIICKN£SS DIRER 4"_ LINE CANOPY DO LE STRUT CANOPY TO PORUN AT FASCIA RI OO( GLITTER RIDGE PUSHING CNOLAP !M PLAN IN AT BELOW EA VE RE TO FACHE(SCBE EF USAGE CAUTION. !T IS £XTREMLLY IMPORTANT iHAR THE BUICOING (SCREfr ARE NOTED AS 'ST O!P IASiENFF' ON EFECRINJ CRA NINGSJ EASE FLASHING 10 OUTSIDE LOSU 205URE OR AOAPieR FLASHING PRICE BASHING END CLOSURE ANO ESPECIALLY THE ROOF'PLANE RE PLUMB ANO SQUARE BEFORE $'RAFTING INSTALLATION OF THE CRP ROOF SYSTEM. GABLE ANGLE CJNNFOTION lO PURIM PIPE BASHIN CUP AND PANEL SGM ALIGNMENT WLLL BE DIFFICULT TO / '- HAKE ANGLE RETAINING CUPS AND STRAPS (MET,, CL]8, CL-9, CL80 CLD6) RIDGE PTO CLIP TO PANEL NAINTAIN OTHERWISE FEMALE RIC ID EA VE STRUT PURLIN AND CABLE ANGLE RIDGE OAP N KNT ADAPTED SMA@ RIB HOLO-DOWN CIP CONNECTION lU PURLIN RAIN GUANO TO OUTSIDE CLOSURE FIASHOEX FABRIC TO OUTSIDE CLOSURE AT SFPF£D EYP/WSION JOINT CAUTI0 li IS EXTREMELY IMPORTANT THA) EAVES. RAK£5 `CUP TAB ANO RIDGES BE SECURED TO PREVENT WIND DAMAGE DUPING HEAD PAINTED TRIM COLOR INSTAfLAT10N OF THE CFP ROOF SYSTEM FAN'E TRIM TO ADAPTER PUSHING SEAMED PANEL SIDELAP HIGH SIDEWAIL PLASHING TO OUTSIDE CLOSURE ENDWALL EXPANSION FLASHING TO WNL PANEL - VARIABLE FASCIA ENOWAQ BASHING ID ASAP TER FLASHING VARIABLE FASCIA £NOIYALL FLASHING TO ENDWALL PANEL BASE FLASHING TO CAP TRIM AT PLAZA ENDWALL FASCIA BLOC( AND VARIABLE FASCIA (SMALL SLOPE DULY) CRP ROOF PANEL DETAILS ICE CUTTER CORNER Offen ADAPTER STRUCTURAL USOPER USACE y�� PUSHING CROWALI CRP ROOF PANEL SETA/LS LR010501 CRF ROOF PANEL STACKING PAN CROI0303 UT CRP PANEL CFP PANEL (MLZ� 90RAEE ANO STALKING PAfIELS CPR ROOF PANEL DETAILS CRATING AND HANDLING PANELS NIRIOUT WERMAL CLCCF'S �� /X� SEALING SHEENTS LOW EAKS NOTE ,% �CABLE (ICE C-0TTA) CRAPNG CAUTION ONLY ONE TYPE OF THE STRUCTURAL FASTENERS MA— HE OW / �A✓" ANGLE ST FASTENER " BE SUBMITTED DEPENDING ON NKAT THE METHALH ORDERED ,b RAKE r (i PER PANEL) CFP PANELS ARE PACKAGED FOR SHRANCT IN BANDED AND CRATED / ANGLE BUNDLES. A BUNDLE NORMALLY CONTAINS 13 PANELS AND WEIGHS CECO BUILDING SYSTEMS EMIT NOT BE RESPONSIBLE REFER H B JOS PACKING LIST TO METAL BUIL MIILH E SOF \ �� NOM INSTALL RAKE -1/B" X SCREW HAS 9G B SHIPPED FOR THE METALS WHERE PRO "SCREENER (RIM ENO PLATE N1W SEE EANFI O T AINNGS MASTIC APPROXIMATELY N 50 POTHER PER FOOT OF LENGTH EQUIPMENT (14 T I PANELS) FOR DAMAGE TO PANELS CAUSES BY �STORAGE USAGE" USING BELOW DESCRIBES LOCATIONS WHERE FIAT SCREW \\, / TUBE C.IULKING AND FON PANFI OIERHANG A CHILE CRANE OR OTHER MOBILE HOISTING EQUIPMENT l5 REQUIRED IT SHALL BE TH£ERECTOR RESPONSIBILITY To lS TO BE USED \ EA VE (T) DUMB RIVGTS CONTACT TAPE FOR UNLOADING MAXIMUM BUNDLE LENGTH = 42=0" PREVENT DAMAGE TO PANELS FROM IMPROPER HANDLING SFUT OR STORAGE STANDARD ALTERNATE AL iLRNA1£ INSIDE -U>TR£N0 CAP j RIB CLOSURE PANELS METAL WOOD CRATING AND METAL STORAGE R£LOMAIENDA TONS �(FG115) / FOR PANEL BANDING BANDING ® 10'-OY 0G DNC Pu rtO NGT a ur 1Mlaw Sa's IY/ / ]. STORE PANEL BUNDLES ON HIGP. GROUND SGR2On REFo IS1N SEE _ SHEET KETAL £LEVA TED BY WOOD RLOOf(ING, 9X0 )£Q H£AO >TA/N!E EAVE \ / / BE20W� r ®i COIR ONE SLOPED FOR WATER RUN-OFF STEEL cAP GU]TER //� xA, 4\— ANKET HNSULADUN AR El END Z LOVER BUNDLES W1TI NSOU£EN OR TARPAVONS 5/Ic" SSR- SnC N TO SHED WATER ARRANGE COVERING IN ]ENT HE.Y-WASHFt-/IEA9 FX-bnsnEA-HUD Ex-Wn SHL@-xsn0 ��� <p�'Tt INSTAII ADTIEH GVD / P'" "TO FON CEN)�� \\ ST FASTENER NIH 4A[M6 MM FF LG/L MM SADN \\ ln.fP `WOOD RUNNER (2) DATION" TO ALLOW MAXIMU,N AIR CIRCULII)ON ��� And'sw \ GY 4y CAD W/UBE BAULKING i D j6" L'N CENTER) WON CRATING AROUND PANELS REMOVE COVERING DURING DAY \� \/CJI f AND !15) BLIND RIVETS SAID TRIM TO PREVENT COND£NSATON AND RECOVER. AT � (SFSM1J NIGHT DURING WET WEARIER SRIF-CRIWN4 SCREW SELF-. G G.w £L MQAu G PP`L` •(pl-IaX1SN4i•(N/2-= lF/rl SDWI255-• (p2-Ievf 1,2 \�//,�L' i./ 7 R9KE TRIM WAL PANEL \` EAVE STRUT PANELS 3 INSPECT PANEL BUNDLES DAILY FOR MOISTURE Consul.(p_IaXI IIT SOWISa_r (/¢-19n I:P') mM5a5_• (nT-IJ1 US) �-' / \y� (E4Y31-EW34J 4 HF BUNDLES CONCUR MOTS UFY, IMMEDIATELY AEEas• IE REQUIRED FM Warted"AoOFs ST DETAIL LOCAiIYYYON r FASTNEP.S RAYL R8M No (4 REO'0) NOTE: BREAK IFEM OPEN AND RESTALI( PANELS nl rzxxA¢TAs RAKE TRIM CND PLATE PLATE (EW30J ST /�/ REMOVE UL !ABEL FFON AS SHOW BELOW NOTES INSTALLATION FASTENERS LRP PANEL. RUNNER Eq LH BUNOCE ANO NRN SECTION b1EW 1 _ IF SCREW 15 PAINTED, AN ADDITIONAL LFTTTH SUFFIX IS ADDED TO THE (2 RELIT)) TO OF BUNDLE OVER TO OWNER 5 SECURE win GRED PANELS AGAINST WINO CRP PANEL NOUTEED ERECTOR R O SCREW MARX TO DESIGNATE COCOA LIFTNG PANELS DAMAGE 19TH WAR_ TIES 48" QC 1. I I/4' LONG SCREWS ARE USED NiTH BLANKET INSULACON UP TO 1" P.11CK /' ADAPTER £LASH/NG 1 A SHEETS "PITCH" ROOF ADAPTER FI(lEP. FI ASriINC INRC RE 3 1 1/1" LONG SCREWS ARE USED N1 Rl BLANKET INSULATION GFc'AT£R R1AN FUSHOIG - FIELD CUT TO CORRECT �� (ML2_J e SHEETS AT f4VE PANEL BUNDLES SHOULD BE HOISTED W W A BELT OR SONG ARRANGEMENT TH It 0 L'. A p" THLCK UP TO 6" THICK RUNU GUTTER A SINGLE STRAP IS ADEQUATE FOR BUNDLES UP TO 18'IN LENGTH FOR TITICAL RIVETS _� (MLZSJ LCNGTH FASTENER USAGE / GUTTER COP(EGJ14J BUNDLES OVER i8' UP TO JD'LONG, US- TWO STRAPS SPACED AT WIRD ICE SEE NOTE IS POINTS; ALWAYS KEEPING LIFTING ANGLE AT 45 MINIMUM (SEE SKETCH) (SCREWS ARE NOTED AS "ST FASTENER" ON MEACLTAN OF TAILS) FOR BUNDLES ODER 30'LONG A SPREADER BAR IS REWIRED NNW STRAPS CFP PANEL P / BUFFER LOCATED AT QUARTER POINTS — HEAD PAINTED PANEL COLOR CEO DOLE w EGl(1) NOj1 _ PCNL C(XJNECP TO EAVE S1AUT AT BUILDING EAU£ AND CANOPY EAVE —® A PANEL CONNECTION to SIJP CHANNEL AT SITPPED EXPANSION )OMI BLIND - RAKE INSTALL A 2"LONG PIECE PANEL ENOLAP RIVETS ANGLE OF 3/32 X 1 1/2 TAPE FLOCKING AS REQUIRED TO PROVIDE OUTSIDE CLOSURE TO BACKUP PATE AND TO PURLIN AT BELOW SAVE UP DO ENO OF SIDEWALL RAPE TP.IM CABLE WALL PANEL MASTIC ACROSS HOLE IN GORIER A0_OUA2 SLOPE ANO PREVEDT GOTSIOE CLOSURE TO PANEL RIB RUSHING ABUTS CL LP, ON UNDERSIDE. TO SEAL PACKING USE AND \ PAIIQS MOM SAGGING ADAPTER FLASHING M DART ANGLE RPKE T.411A ENO (EW31-£W34) FTLLER EA He FASTENER NHERE IT PENETRATES PU TE RAKE TRIM ENO BASH/NG �—I ADAPTER RUSHING ENO PLATE TO RAKE ANGLE SRT UT ROOF PANEL UL LABEi APACHES ��I�� RE-IN FLASHING S10EWALL PLA IF (EAUG) THIS END '� f, J L, LOW SIDE FASCIA BLOCK GUTTER FASTER' SECTION A-A (SAVE WITHOUT THERMAL BLOCK) FASCIA BLOCK ANGLE TO F00F (STOP) NOT=ER SECTION A EACH 5/DE OF VALLEY GUT@H TO EAIE SPOT FICI RESTAGE 30 PANELS OUTSIDE CLOSURE AT ROOF Y,IP MAYBGAG R IRFEHIGH (MAX.) PANEL CONNECIILW TO BENT PLATE AT ROOF ALLEY NOT£ BY NDA ICE CURER NW ELEI%ATION A-A ON ABS IM ISSHOWN FOR CAFItt (FILLER FLASHNG INSTALLARONJ SELOMER HEAD PAINTED TRIM COLOR Subdivision 2 of sec Lon 7209 of the Education DRAWN OATS JOB NO HOISTING 6UN0LE0 PAfIELS TOP OF FUIT£R TO GUTRF LUP Low at The State of New Park cotes that It is DO CLL RD. 23 .lotion of this low for any person unless ER 04-19-02 �ceco 60ding Systems PO ,IREAN 231] /0-8-3758)-i heYla actio] ander the d,UA,u a of a Ileeneed OHE DATE a Rabe"No "'a CaIIIITaOy> SILKY MWNT 1 2Tb02-23H] 0 -- prLf,As..h.1 engineer, to alter the contents of App yx (152) 9n-T131 MEMBER Q this doaTment in any may_ If an stern bearing " CUSTOMER SHIP BE the seal of an eogmeer Is altered, the mtenng ENGINEER OAT£ RATITE/O CONSTRUCTION CORP LAUREL LINKS GOLF CLUB M B M A ....Peer shall arhx to To ice. ms seal and fie noiohan uttered by' fAl.wad by his elgnotar. T -r D> 179 NEW PORK AVENUE MAIN ROAD ROUTE 25 and the date of =_-uch dt.r.her, cod spoon. SCALL HUNT]NGTON, NY 11743 LAUREL, NY 77948 REV NO. SHEET NO REV DESCRIPTION 0£T OJ IE CIIK OPTE tlzscnp Lon of the aT,e horr "NTS" ATM AL BA•47EL0 ,7140�a CZ EA bE STRUT J SfTREW FASTENERS FRAMED OPENING OCT di \ (HIGH OR LOW S/OL 3-0 G THE LENGTON CENTER ALONH EA IF OF THE GILTS CHANNEL GIRT STRUT COUPLE 5 SCREW FASTENERS _ PER CLIP GIRT 6 SCREW FASENERS NESTED GILTS F 6 SCREW FASCOMPS PEP CLIP \ DOUBLE \ G SCREW FASTENERS , / PER CLIP f CLIO] or ^ NESTED GILTS lr PER CLIP (PC23 a PC24) \\\` / P CL 100 CL 100 ( C23 or PCZa] O O CLIP \ (2) MACHINE �\ �\ arP o 0 FASTENERS O .40L i5 \� O 2 MACHINE- V 6 PER CLIPo CL]00 TO EA✓E STRUT O ///� O SCPEW FASTENERS BOLTS ? MACHINE OR GIPi 6L / - -0 ON cp;IRT ER 4B -I p BOLTS CONNECTOR O Cd / ^ ,V \```\``\����� BOLTS ` ' QF GIR LENGTH �,L / LL 100 2 MACHINE ) 0 TS CHANNEL IAAdB D-1 CHANNEL JAM FRAMED OPENING r HEADER ® c 'Ir ✓Al.1B CLIP CONNFCTfONS CHANNEL JAMB - ® (IFHE DEOUPEDJ FASTENERS (2) MACHINE 0 6 PER CLIP DOLTS CHANNEL JA" J GI CHANNEL \ GIRT CONNED I10N y B. GIRT—� �t \e _� CLIP LE ( FLOOCATEPERELERATION) � FRAMED OPENING DETAILS Dook JAMS-� uU ) (ABOVE FIN FLOOR) CLIP FASTEN TO GIRT FASTENER N9TH 6 SCHtW FASTENERS (TYPICAL) FLASHING - MIUM GIRT 6 SCREW FASTENERS ) CHANNEL 1/2" FIN HEAD ]" PER CLIP (SPOUSAL) JAMS CARRIAGE BOLT "2 PER CLIP ( ) �IVALL PANEL _____________ g -� (` CLOTH CHANNEL FASTENER (2 PER CLIP JAMB I JAMB TO CLIP CLOSURE FASTENERS (6" O O HEADER ON- - J AND JAMB TO (OPTIONAL AT ON C£NTERJ T \ FIRT /� r i "!RT) SERLED WALL) IIIb 2 MACHINE O I �'_ \� �(2 APERNCLP) y (MAY B£" &"'' / CHANNEL BOl TS GIRT JAMB CLIP �__\ ON TOP OF CURB WALL) i/ HEADER / 1 SILL / 25 I/2.J CHANNEL JAMB (IF REQUIRED) BASE CLIP VVA� CL2 fI JAMB CLIP �-/ FLASHING PANEL NG _ \� �� L J\ FLASHING J (OPTIONAL) CHANNEL ALTEPNATF -\1 / FLASHING (JAMS) BASE DETAIL 2 HEADER DETAIL ANCHOR - ' (CL REQ RIVET (TYPICAL) FASTENER —. PREMIUM (LL IGS) CLIP LIP R (TYPICAL) FLASHING FILLER_FASHING JAMB DETAIL 1CL2,52 _ (OPTIONAL) CIRT / CHANNEL FRAMING FOR DETAIL RIBBED ONLY / ------------ KNEE __-KNE£BRACE \ EAVE STRUTS /4 J `-WALL CHANNEL WALL PANEL FLASHING JAMS _ (OPRONAI PASSING Jli- TRIM FASHINC PANEL GIRT !/2" PREMIUM JAMB DETAIL �� MSP - CLOSURE FASTENERS (6" OPTIONAL AT ON CENTER WALL STRUT SEALED WALL) ) 0/4" PANELrWALL OB TTtlM FLASHING WALL- / JAMB DE] IL PANEL l\�l FLASHING CHANNEL MSP SEALED WALL) KBDi-3 L HEALER PURLIN OPTIONAL AT FASTENERS (, PER cuP) RrvEr ccosur.E ON CLIP - Fl_E.4 FLASHING I/2 �L— WPBf KNEE BRACE CLIP DETAIL } PREMIUM EA VE CHANNEL RIBBED ONLY FLASHIN/ (OPTIONAL) STRUT ---- -a / JAMB FASHING J HEADER DETAIL (OP➢ONgL) \ 4 SELF DRILLING 01 SILL DETAIL \` SCREWS PER END GIRT 01 �8 PREMIUM EA 5" JAMB BELIE FLASHING (USE WHEN JAMS SIZE (OPTIONAL) EXCEEDS GIRT SIZE) PURLIN 2" X 2"X 1/8" ANGLE WHEN CALLED FOR ON BUILDING ERECTION STRUCT JAMB DETAIL PLANS JAMB OEDVIS Subdinsian 2 of sec Gan /209 of the Educotion DRAWN GATE NOTE ANGLE WEN IZ" OUTBOARD OF EACH JAMB. Lary of The Shote of New York =_totes thot it is FIELD ATTACH VNTH 4SELF-GRILLERS qT EACH END �r Fwslmx R£Clox +"OE OH NO a NAlobon al TMs lox 4,r ony parson unless EB 04-]9-02 4y'eQo B�(�l�{��g .systems PO ORANfR 2387@Jl$$,J-1he rs octing under [fiz dvezLan ofcensedDAE o fi'obertson Lew compony RCcxT MOUN! fle 2780ANGLE BRACE DETAIL FRAMFp OPENING prob_ssnnol engrneeq to ulcer 11z contents of (252) sn-1I.SEE ROOF PIAN OR DCATION /lF REOUIRF� Ihie document In Any woy If en itm beorina reel 'APR ![ 2tt.te seal al on enArneer is nllered, the Altern ENOINEEPDA IF COSTOMFR SH/P RJ— engineer shell otti. to the dem his seal and tthx _ n @ARTELD CONSTRUCTION CORPLAUREL LINKS GOLF CLUBR AM o.Ahon "ul tired bv' rollowed by his signature f�r/ 'f S pz 1 i9 NEW YORK AI/ENUE hfAlN ROAD ROUTE 2, A16 TRIM., CRP ROOF PANEL DETAILS CROJO902 CRP ROSE PANEL DETAILS CRO30901 CRP ROOF PANEL DETAILS INSULAABN NOTES CR6D SEAMING PROCEDURE SEAMING PROCEDURE SEAMING PROCEDURE ON SHE STORAGE PROCEDURE FAIR ELECTRIC SEAMING TOOLS HAND OPERA LED CRIMPER ELECTRIC SEAMING TOOL (MODEL 300) FACED FIBERGLASS INSULATION Red£LCCMIC SRIARG TOOL /S NOT TO DE USED WITHIN I,- OF THE STARTING NOTES, AFTER CRP PANELS ARE INSTALLED. ME MT£P,LOD ING S1DE RIBS OR FINISHING LNO Cr THE PANEL. IT WILL BF NECESSARY, THEREFORE TO USE DO NOT OPERATE RIE ELECTRIC SEAM/NG TOOL WHAIN APE SEAMEN WIN A PORTARIL`LCCPRIC SEAMING TOOL UNINSAR THE HANG THERATES CRIMPER TO SEAM 12" OF THE PANEL SIOEUP AT EACH 12" OF THE STARTING NO FINISHING END OF ME PANEL INSULATION MATERIAL SHOULD BE INSPECTED ON ARRIVAL AT THE JOB SITE TO ENSURE THAT TO ICLUSTRATICAR MIS MAC'H/K HAS FORMING ROLLS WHICH ARE END OF THE PANEL, US/NG THE FOLL AMAK PROCEDURETHESE AREAS MUST BE SERVER I A HAND CRIMPER IT IS EXACTLY AS ORDERED. IF THERE IS ANYTHING WRONG WITH THE INSULATION, IT IS LOCKED ARTS ME RIDS USINC THE CLAMPING HANDLE AS EYE TOOL RECOMMENDED THAT THE ERECTOR NOT INSTALL IT AND CONTACT THE SUPPLIER IMMEDIATELY PROGRESSES ALONG AHL RIB$ ME FORMING ROLLS BEND AND SHAPFTIE SIDE RIBS TO A WEANRJLPHT HANDING SEAM SEE CROJ0003 THE FRONT SET OF ROLLERS ON SEAMING TOOL MUST BE 1 FOR ADDITIONAL INPORM41ICN TIL�� LOCATED IN M£ r2" SECTION OF Mf SEAM MAT HAS BEEN THE ERECTOR SHOULD STORE RIE INSULATION IN A DRY, PROTECTED AREA. j �, NAND 6RrIN 2 ALL PACKAGES SHOULD BE ELFVA NO ABOVE ME GROUND OR .AAS. PREFERABLY ON A FLAT / C.4IMPArv[— STARING CND BEFORE SEAMING VERIFY MAT ME SIDELAP MALE AND SURFACE, TO PREVENT CONTACT WI11 SURFACE WATER ACCUMULATIONS SINCE THE VAPOR TOOTSPREAD THE CRIMPER HANDLES ANO LOWER FEMA._ RIBS ARE INTERLOCKED PROPERLY TOR ME ENTIRE BARRIER IS FRAGILE AND SUBJECT TO IMPACT DAMAGE, EXERCISE CARE IN HANDLING Z �/ j / MALE RIB F£uALE RIB ONTO TRE PANE4 STARTING AT ME END Or LENGM DF M£ SEAM DO NOT ALLOW PACKAGES TO BE THROWN OFF THE SHIPPING VEHICLE KICKED, OR PLACED % / TRE PANEL ME FEMAI F UP MUS ET INTO SF_CION A-A (INFLAMER R(91 THE NOICHED (NI PORION OF MF CRIMPER READ AND FOAI OR OPERA ZION AND MAINTENANCE WIN SHARP OBJECTS DURING STORAGE. ,i� PULL USE FIANGLES TOGETHER, V.0 IN, INSPIUCTIONS PACXAGED WTM WE TOOL (```\\ j ` 1 WE FIRST U OF SEAM MOVE IFIL CY.IMPUP 3 POLY-BAGS SHOULD HAVE HOLES IN EACH ENG TO AERATE ME INSULATION W ICED STORED / (� UP ME PANEL AND SCAM ME NETT B Nea IN A DRY, PROTECTED AREA, THE ENDS OF THE BAGS SHOULD BE OPENED TO ALLOW BETTER �� 1)i�� IC � AIR CIRCULA PON ` CLAMPING CRIMP/NC ME FIRST 12" OF ME PANEL IVILL BE MALE FIB - —FEMALE FIB 4. PACKAGES CAN 9E LEFT UNCOVERED DURING ME DAY, WEAIV£P PERMITINC, BUT SHOULD HANDLE TCOL SEAMED AND READY TO RECEIVE ME BE PROTECTED AT NIGHT WITH Pu^LY£R1El ENE FILM, CANVAS OR OTHER COVERING ELECTRIC SEAMING TOC[ SECTION A-A /SEAMED_ PANEL SOCIAL PANE2 SIDELAP 5 IF A DRY, PROTEO TED AREA IS NOT AVAILABLE AT ME SITE THE ER£L TOR SHOULD PLACE `-1 MODEL 300 BEFORE SEAMING AFTER SEAMING THE INSULATION AT THE END OF THE BUILOING WHERE RIE ROOF SHEETS NAL l FIRST BE PNIATIC END APPLIED. THIS WILL PROVIDE PROTECTION FOP, THE REST OF THE MATERIAL UNTIL ME FOR THE ELECTRIC SEAMER TO OPERATE PROPERLY AND AVOID DAMAGING C REMOVE ME ELECTRIC SEAMER FROM SEAM BUILDING IS COMPLETED THE MOTOR, USE OF ME PROPER CAUSE NAT AN ME c'YSTRION CORD IS HAAS OPERATED / WHIN ATS FRONT ROLLER 112"FROM ME n CRP SIDELAP CRITICAL ME OPER M, NOTE BASED ON PAENSIONT BELOW LFIIGTSf THE RECOMMENDED W1P.E GAUGE LIfIMPtR r( ADOF ME PANEL USE IELAS ATM START 12" O NINE SEAM NtREfATRP CpPET ID MINEWHE FE RISK IV DAMAGE TO ME INSULATION IT SHOULD BE INSTALLED AS SOON 0(I)BAN / AS POSSIBLE AFTER DELIVERY - - - I ROR ROOF SC FI (14ION Cr1RDA) A / GENERAL INSULAION NOTES FOR MMAB SFAMFP. (]Z AMP LOAD) / i. INSULARON PACKING lS ALWAYS TOWARD ME INSIDE OF ME BUILDING (NOTE. VINYL BACKING BECOMES BRITTLE IN COLD WEATHER, 50 CARE MOST 8E TAKEN IN HANDLING) LENGTH 0-50 50-100 IOD-220 .mD-IOD IN l 2 BEFORE INSTALLING WALL INSULA PON, RECHECK ME AREA FOP. PLUMBNES3 - SEAM ROLLS AWAY WIRE GAUGE H 10 So CRP SIOELAP FROM CIALPRIC 3 WALL INSULATION IS SHIPPED IN BAGS OF MAXIMUM LENGTH ME ERECTOR MUST SPLICE (A11I `(BECORE ARTS NAND CRIMPER, WRITE HANDLE ON MI5 ME INSULATION AT GIRTS OR WHENEV£P APPLICABLE MAT MALE AND F£MALL RIBS ARE MODAL SEAMINC- y> PROPER[1 N£5T£D FOR ME ENTRE TOOL I CLAMPING 4 IMPORTANT. IF ME BOTTOM EDGE OF FIBERGLASS IS ALLOWED TO TOUCH HORIZONTAL F LENGTH OF ME SEAM) / HANDLE SURFACE OF CONCRETE NOTCH OR BASE FLASHING, MOISTURE WILL "NICK' UP ME FIBER- I �/ \ / ELECTPHC SEAMING TOOL GLASS AND REDUCE THE EFFICIENCY OF THE INSULATION IN ADDITION, CORROSION CAN y // (MWEL 300) EASILY BEGIN AT BOTTOM EDGE OF PANEL ONCE WATER HAS ENTERED ME INSULATION / P /PON pFE SEP p NTE E DpJMsI �� (SEE ROOF PANEL AND INSULATION DETAILS FOP ��'p EINo INSTRUCTIONS ON HOW TO INSTALL THE ROOF INSULATION ON THIS PROJECT) SOME OF THE DETAILS AND SECTIONS SHOWN ON THESE PAGES ARE USED FOR WALL INSULATION PROCEDURES MORE THAN ONE BUILDING CONDITION PLEASE REFER TO THE "GENERAL £AVE " BUILDING CONDITIONS" LISTED SMUT .. TNSULAPONI; BASFBELOW FOR INFORMATION ABOUT YOUR f ANGLE BUILDING. I, 'GENERAL_BUILDING CONDITIONS" WAINSCOT AT FRAMED OPENING CONTACT TAPE 112 WAINSCOT CORNER DETAIL WITH LEAP AT£AVE PT6p INSET CARTS AT MASONRY ENDWALL P,hl WALL PANELS STRUT AND BASE THIS BUILDING USES COLD-FORMED MEMBERS FOR PURLINS MASONRY ENDWALL SELF-DRILLERS GIRT OR BASE GIRT - ANGLEJ !, CUT OFF EDGE F FIB RGL 50 PIAT FL/SI TING � (t PER AMB BOTTOM EDGE OF FIBERGLASS O 1RAS (TC}) OR iC}B) ABOVE ME CONCRETE NOTCH OR BASE RASE GIRT FLASHING IF NO NOTCH lS PRESENT —JAMH BIM PKG. BASE ! THIS BUILDING USES AN INSET GIRT SYSTEM WALL PANELS / ANGLE INSULATION IDE WALL THIS BUILDING DOES NOT HAVE THERMAL GIRT O 81 OCKS ON THE ROOF CHANNEL JAMB ROOF INSULATION THIS BUILDING HAS WAINSCOT PANELS \ } TRIM ar TF9) STITCH FASTENERS ARE NOT REQUIRED CL206 TIL TRIM OI BUTT INSULATION 7- MOM AND STAPLE AT WAINSCOT PANEL SIDELAPS SCREWS _ _ TABS AS SHOWN (>" FROM END AND MEN CORNER ___ WAINSCOT FLASHING (1'-D" ON CENTER) ARE SPACED 7 PER FOOT AT GIRT RUNS, COLUMN �� CONTACT TAPE Q FOLD STAPLED TABS AND STAPLE NEAR AND ARE LOCATED NEXT TO MAJOR RIBS /'�/� SELF-DRILLERS 1NDWALL 1 GAS[£ANGLE AND SOTTO, OF THE FOLD (1" FROM END / /�j / (1 PER FOOT) INSULAION AND THEN 1'-0" ON CENTER) WAINSCOT NOTE INSULATION AT CORNER MUST TOUCH TRIM FLASHING ��� // A LNDWALL INSULARON MUST LAP TO SEAL CORNER (FOLD AND STAPLE AS SHOWN FF4 or PAR OVER ROOF INSULATION ABOVE). STITCH FASTENERS MASONRY A'-0" ON CENTER) THIS BUILDING HAS UNSEALED WALLS NO MASTIC IS USED AT THE SHEET SIDELAPS STITCH SCREWS ARE SPACED 1 AT THE GIRT AND 1 BETWEEN THE GIRTS. NO CLOSURES ARE USED AT THE TOP OR BASE OF THE PANELS SCREWS AT THE TOP AND BASE ARE SPACED 2 PER FOOT (1 PER FOOT MSP) SCREWS AT INTERMEDIATE GISTS ARE SPACED 1 PER FOOT Subdivision 2 of scctlon 7209 at the Educ Dti 0.4A ItW DA]£ LiST£RN R£GraN JOB NO Lm'I of The Skate of New Yorp skates tDot it IS EB Tw-IB-O PD GRA N£RID, violOt,a. n1 thus D" 10, ony person unless �nieco Ruil Ing St-te 97a 10-B-31583-1 SEE he is acting Under kM1¢ tlir¢ek,an of o licensed CHECX DA]E �a 1I0A2TISO0 C2CU CINIIQ a4y ROCKY MOUNT. NO 27802-2367 pe is aennl en der t to refer Me contents of ApR R 2 LIY11 1252) E11111 MEMBER tM1s tl0cumenf .n any wry If an Item heonng CUSTOMER SHIP TO —_ Q the sen, of an eng,nee, is interned. Me oetenng GINGER DATE HARALD CONSTRUCTION CORP. LAUREL LINKS GOLF CLUB M B M A SHE, _ -- enggineer shallIt adf ey of the HELP byhiis seal sane end 1/9 NEW YORK AVENUE MAIN ROAD ROUTE 25 and me rote of such rltemhon, and A.Lid SEAL HUNTINGTON, NY 11743 LAUREL, NY 119,8 WE NO SHEET NO REV DESCRIPTION DET DATE CHIS DA BF tlescripkion of the ol[aobon -NTS- ATTNr AL RAFFLE E16.f RI CRO10601 CRP ROOF PANEL DETAILS CRO10701 CRP ROOF PANEL DETAILS CR010110; CRP ROOF PANEL DETAILS CROSOIOI CRP ROOF PANEL DETAILS CR3 PANEL BUNDLES ON ROOF ROOF ERECAON TAMPONS HOOF CRfCIIUN CAUTIONS DIRECRON OF PANEL SAFALLATION CRP PANEL BUNDLES MAY BE PLACED ON THE ROOF PRIOR TO OPENING HOWEVER. TO AVOID DAMAGE r0 CAUTIQN CAUTION NSTA"you(xs`CAN, ROOF STRUCTURAL ME4f9FR5 THE FOLLOWING PROCEDURE MUST BC OBSER KO SAFETY _ `✓ t ALL FRAMING INCLUDING GIRTS, PURLINS FLANGE ` EDGE OF ROOF PROTECTION MUST BE USED MEIN INSTALLING PANELS ANO $ERIOV$ INJURY OR DEATH CAN BRACES, MND BRACING, ETC MUST BE IN PUCE M£BUILDING MUST 6E PLV = ANO ALL BOLTS TRIM S.0 PREVENT WORKMEN FROM FALLING OFF T/1E ROOF NNIS CAN BE g 8 RGHDRED A SAFETY F WITH w11 a SAFETY ORM OF, ASD TO THE AYIL E C DR ErK£R RESULT FROM A FALL FROM ROOF!! A FLEE ATE NI A WORK PIRIFORM OF, A SCAFFOLD MAY BE f/SN �__ AT THE ROOF EDGE 3 3 PANEL INE OF MUST BE FRAME ONLY 01ER THE - F tawal JLr „EN1E]ZLINE OF A MAIN FRAME GVLY 60 NOT PUCE SAFETYIPANEL DAMAGE '^° ._ BUNDLES IN MID SAY OR OVER JACK BEADS OR JACK PANEL DAMAGEISAFETY TO AVOID INJURY TO WORKMEN AND/OR DAMAGE M ROOF PANELS. W.11 N TRUSSES UNSFAMED PANES MAY BE OAAMGED AND/OR CAUSED TO BUCKLE BY ONIY ON THE AREAS INDICATED AND ONLY AFTER PANELS HAVE BEEN SGMED RICGE(OR HrGH A9 EJ ? INSTALL, WOOD BLOCKING LOCA/ED OVER A MAIN EYCESSIVE TRAFTTC DURING ERECTION MEREFE£ UNTIL PANELS ARE SEAMED, - - FRAME WHERE BUNDLE WILL BE LOCATED, AS SHOWN WALKBOPROS SHOULD BE USED FOR SAFETY AND TO AVOID PANn DAMAGE N BELOf% PLACE NIE BOARDS IN THE 'FLAr"OF THE PANEL BE]W£fN rh'E VERTICAL RES NEVER 9rFP IN FLAT I)0 NOT WALK WALK HERE AFTER AND ACROSS SEVERAL POPLIN SPACES AND USE THEM FOR ]RAMC OF THIS PANEL f%CEPT 91 M1,I01 PIGS PANELS IRC SEAMED yx f WALKBOARDS 3110OLD ALWAYS OE USED ON PANELS AT CEDING EDGE OF OWECTLI' OVER PURIIN I _ q AFTER BUNGLE IS OPENED AND SIICETS DISP£RS£D. ROOF DUPING ERECTION (I� F '¢ of ui M,C 2 REVOKE WOOD BLOCKING BEFORE INSTALLING P.00F - --_I _ - -� w$a PANELS OVER THAT MAIN FRI GE HAZARDS CARRYING ROOF PANELS ON WINDY DAYS 15 HAZARDOUS YOU CAN PF ,Z THROWN CFF 6A(ANCE, CAUSING A FALL, OR THE PANEL MAY HIT SOMEONE P P CUT AND INSTALL WOOD BLOCKING WALK ONLY IN UP7 CENTER FLAT PART OF THE ROOF PANEL AWAY FROM CAr'E TC FIT TIGHTLY BETM1££N PURLINS PURLIN THE ONSIDE PIES SAHH M a-FANOL o AND E4 ME STRUTS TROY EA LE TDw IrvsALLnn0.Y(WIS SAGE) EA RE LEASING ECCE OF PNJ£LS CRP ROOF SHEETING PLAN o SERIOUS INJURY OR DEATH CAN DURING ROOF VAPOVIARON - RESULT FROM A FALL FROM ROOF! PadreC ANY ROOF PLANE MUST RF PLUMB aUARF 9EFOP1,MUMENG LSP AND ANLL EEAM VUGNM£NT \ PAN¢io IF1rNs^�(ID�EACH SON 7ti mF RCOT. LAYS rc RIDGE ANTI TINA UNSECURED LEADING EDGE CAN CAUSE RAFI£R R/GIII 5 CHIT LOW IS�RE Ad UPSCUPE LOOKAT UPSL�E IF CARL O RGA! And CRP PANEL UNSECURED PANELS CAN COLLAPSE! PANELS TO BUCKLE! EuaAPs ARE nEavrsm, w les E c PANELS ARE TO 6E FlELO NOTCYED E BUNOCE h / c PRac ( • OD NOT WILK HERE WALK AR£ PRIOR STARO PAxEIU�6PJIAFJR ATI LCCAnUN LK SSM AUOLY AxLLL UNTIL PANELS ARE SFAMFD TO SEAM/NC PANELS hal— .w Et A I rtvuE RIR_"md/ n MAIN mAME PANELS ARE SLIPPERY DUE TO NO IS. . IFI LIT UYEam— A _ 1111 RPT e 7� �OD OIL, WAX, OR MOISTURE.! -D INS LL A rNxRARr IT FA5IExm ERU INT PAML Are NE EAte 51117 USE EDGE OF KOOF 59FEY MEASURES AND 11 INSTALF IN 7A L PANAEE ELsnet IN Al FIRST LL ROOFKBOgROS ON PANE!5 AT THE CODE OF I�, FE FIRST ETON. ROOF W0.pN FAR RISC{ To.1 AND RRIALL.1 ANO LF FAS IFNFRS • — .1 It '.a-00W CUPS PV MALE L nti RIB LOOSE PANELS MAY SLIDE OUT PaDEa� PueuN� wsrALL NERr RUN IKPANPA FROM UNDER YOU! st<NarwmrnL OErNLs FOR naOlnoxru NFORMnncN a I lA OO NOT STEP ON LOOSE PANELS OR STACKS L OF PANELS SAFETY/PANEL DAMAGE PEI DW EASE LINE WAINSCOT 6 TP,030301 CFP ROOF PANEL DETAILS CRO30302 CRP ROOF PANEL DETAILS WALL INSTALLING ROOF PANELS INSTALLING ROOF PANFL 5 PANELS 1 12" WASHERS CR030S03 CRP ROIs PANEL DETAILS ) LAUNON: lT IS E TR£MELY IMPORTANT THAT TOE BURPING ANO ESPEC ON INSTALLING ROOF PANELS AS EOD J THE ROOF PUNS BE PWMB AND BULLI BEFORE STARTING INSTAL PON UA STARTING HOOF ROOF (CONTINUED) GIRT S PLACE RUN OF P,OOF PANELS FLANGE 9P.ACE OF THE CFP ROOF SYSTEM. IF rH£ BU/!DINE IS NOT 50UAR£, lT WlLL HE E ADDITIONAL REM INSULATION AND ROOF PANED PLACE FIRST PANEL tNRi THE FEMALE LEG ON IOP OF THE RAKE AN IMPOSSIBLE TO MAINTNN PANEL MODULE AND SEAM ALIGNMENT' AND LOCATED 2"FROM THE ENUWALL STEEL LIN_ MAKE CERTAIN THAT AFTER REMOVING WORK PLATFORM, INSTALL THE NEXT RUN OF ROOF B/E CORRECT PANEL OVERHANG IS PRONGED At THE BUILDING£AVE PA NEI S, MEN A FUN OF ]Y WIDE INSOLATION, THEN (3J RUNS OF ( TEA F9 STARTING ROOF SHEETING (SCC ERECTION DRAWNG5)- INSTALL A TEMPORARY ST FASTENER PEU ROUE PANFIS CONRNOE At TIPNARNG INSULATION AND PANELS FOR HI G I WORK PLATFORM RIE PANEL AND INTO ME SAKE ANGLE LOCATED AS CLOS£ TO SHE FEMALE THE REMAINING LENGTH CF BUILDING ALWAYS KEEP FORWARD 510E PLACE A WORK PLATFORM ON ROOF FROM SAVE TO RIDGE LOCATED 36" RIO AS POSSIBLE SO AS TO CLEAR ADAPT£P FLASHI/!G OF/NSUU ROD AHEAD OF ME LEADING FOGF OF A/E LRST PAN[L jODFROM GABLE ANGLE ANO SECURELY FASIENEO TO PURLINS ME STAHTCRROLL OF INSULATION (36" MME), NIR RAKE ANGLE PLUS RETAINING CLIPS, PLACE THE REW NNG PANELS IN TBE FIRST RUN TU RIO E, INSTALL ANY © LAST RUN OF ROOT PANELS AND THE FlRST RUN OF CFP PANELS ARE ALL INSTALLED FROM MEG WUNK AT PIC FlNISHINC- END OF ME ROOF USE A FULL WIDTH PANFL 1FPU TFORM ONCE THE FlRST RUN OF PANELS l5 M PLACE ANO SECURED, FIELD N$ ENOLAP NELSFASTATEfERG AND £AVE FAS]£NFRS (SEE DE)AICS FOP POESIBLE IF T HA TO ARE SUCH MAT 4 FULL PANEL IS IDD WIDE, ME N+]RK PLATFORM MAY BE REMOVED FROM THE ROOF FIELD NOTC.4INC, PANELS AT£NDUPSf Mc` FAN£L INCL HALE TO 8f TRIMMED AND I' OF TH£ CUT EGf.£ TOPPED IN.STAI! HOIO-OOWN CUPS AT PURLINS ALONG ME LEADING (MALL) EDGE UP 60 MINIMUM (SEE DETAIL) 2 STARTER RUN OF INSULATION AND RAKE ANGLE OF IME FIRST RUN OF PANELS PHIS LEADING EDGE MUST BE LOCATED 13' INSTALL LBE STARTER RUPI OF 36 WIDE INSULA PON ACROSS ME BORONS FYOAI ME ENDWALL SifkT. (INF PUCE ONE 5/OE ON TOP OF GABLE ANGLE RUN OUTER EDGE OF INSULATIONCAUTION. BURNED NIM NERIIGLI LEG OF ME GABLE ANGLE ME RAKE ANGLE PLUS SINCE A WORK AREA HAS BEEN BROWDER 8? THIS FIRST RUN OF PANELS, TO PREVENT POSSIBLE WIND DAMAGE TO HE RETAINING LOPS ARE MEN INSTALLED ON TOP OF THE INSULATON ME WORK PERTFORM MAY NOW BE REMOVED FROM ME ROOF ROOF PANELS MAT NAVE BEEN INSTALLED BEFORE ERECTING ME FIRST ROD OF PANELSON ROOF BUT NOT YET SEAMED, IT 15 WORK PLS.IEGRIA PURIIN HOLO-DOWN CLIPS RECOMMENCED THAI ALL PANELS ERECTED WAINSCOT WALL INSTALLATION AT PURLINS DURING ANY BAY HE SEAMED THAT BAY P`TST \ / BEFORE SHUMAN DOWN ERECTION STITCH FASTENERS WORK PLATFORM OPERATIONS (J-O" ON CENTER) STARTER POLL 1/2" ROUT CF INSULANINYMAIN RIGID FRAME RAKE ANGLE / �/ / FLANGE BRACE ('DEB) COLUMN CONTACT TAPE 'MIN CLIPS (WHERE RECD) g ZX"SFLIOAESWHAINLLG r �CTTRFIM4 ForLASHING CCNIDCINSLa PDN (4) SELF- S TAPE PER CONNECTION GABLE ANGLE LRP PA GABLE SIOEWALL GIRT lNSUUTION \ j ANGLE \ 4 RATE ANGLE Pp EAU` FREE _ N 1 CON Ry6OOUI.- OF COT RUN OF CONTACT J q TAPE(TAI) "' q 2' SubdB von FAIREEN EA NO RI aPtc OyHFFj]c STRUT SOT JEF oM FFJNC `PANEL OVERHANG Lowola'an ZftltlseI Ptw for YnV Petaeon t,al eSstn ORAWNBt w d / PO OR'WERM23B]CAL JOB NO o a e un ca: S(�IIF/I!Yg Systems RCCKYMWNL NO Z]bOr_236J 1D-B-.31JB.;-1 SECTION A-A - ProITT fRRlc^Inq d,re them aRera n,e conkent 52of CHE a RMedsCR Cera ompany (2539 9]]-2131 MEMBER 0 MIs document in any way If on Item bearing hG✓ ARE CUSTOMER SHIP TO the seal of on engineer IR mfead, the Intoning £NGNEERBARTELD CONSTRUCTION CORP LAUREL (INKS GOLF CLUB enginR n shall ed b m Me Item M1In seal antl Mx 179 NEW YORK AVENUE MAIN POAO ROUTE 25 MBMAaomaar altered dvfinawed by hie adll ad t ntl the date of such eItem nor. Ind sAaa i, HUNTINGTON, NY 1174) LAUREL, NY 11948 RE¢ N0. SHEET IJP REV DESCRIPAON DET OAT CHK DA IF tlesafplmu If the IB atied ^,NIS, .4TTN AL BARTELD '17of 2 CROLLOAR CRP ROOF PANEL DETAILS CROJO-01 CRP ROOF PANEL DETAILS CHP ROOF PANEL UCTAILS CR¢ GABLE/RAKE ANGLE PRINCLARGN NOLO-OOIYN CLIP INSAQA➢0.V G'RCJOJ04 CR03050] CRP ROOF PANEL DEJAl15 CR030502 LRP ROOF PANEL DETAILS S TAR fING ANO ENGINE ENDLAPS IN PANELS ENDLAPS IN PANELS CAIJRpK (SHORT PANEL COPi THERMAL BLOCKS) Rp(O_ ROOF SH£fRNC OOVW CL/PS CV ARE USED MUG BLANKET INSULATION TAIARLAS RAKE ANGLE ANO RC1.276)ARE N[OPS Q]]- THRU 5" WHIRUT THERMAL BLOCKS (Cl ALSO. UNTIL ARE NOT TO BUrJ(p0 NOT LAP) 5 RAKE iRIM ENDLAP REOUIREMFMS BE INSTALLED UNTIL INSULATION R.K£ANGLE✓OINHE SHEETING HIXU Ie'PANEL MODULE SHEEPNC BASE W/M (NOT SHOWN FOR F CARE IS CLIP IDB D/RFLTNN! OIREC RON I MAXIMUM "I'll LENGTH 13 42'-O' MIEN IF DISTANCE FROM EA,, TD ENDLAP FEQUIF£MEN IS (CONT) PLACED ON POP BA GABLE ANGLE CIP TAB n RIDGE (OR TO HIGH SIDE OF A SINGLE SLOPE BUILDING) EYCD S THIS (T) ST CLIP FASTENERS N J L IFNCTH, ENDLAPS ARE RFOI/IREO IN PANEL HUNS OO NOT ATTACH RAKE ANGLE AT GAEL ANLL£LAP \ SJRAPS OR CLIPS (CV>/CLep) 7 / CRP PANG( 2 ENOL APS MT VARE VP IN A STRAIGHT LINE ON A CONTINUOUS FUN OF 0 F➢GE STRIP PURLINS g V NF- �� PURLINS £NOLAPC ARE I DEATED 9 UPS'OPE FROM WE PURUN AND NOTE TE PEAKED BUILOINOS CLIP PANELS IAP 5" AF SPLICI BACK-UP PLATES ABC USED AT All ENOUPS R _ STOP GAB(£ANGLE qT /1 - gq Sf-/ �� g NEG CLIP �_ CRP PANEL \0 CENTERLINE OF RIDGE BUT / FUFLIN RIB BASE MAL£RIB A_ OQO CUT RAKE ANGLE ID �I / LL80 MIDWAY IN / 3 THE Afr1l E AND FEMALE RIBS Al THE U/'sl ONE CND OF THE LOWFF GTOP 2 1%2 FFOIA .4/OCE y PVFLIN GRACE JsUA•LlN RAI(E ANGLE (UNOEF.LAPPIOIC) PANELS MUST BE FlELO NOTCHED IN ORDER FOR DUE RAKE ANCLE \ _8 PURUN GABLE ANGIE UPPER (OWLEFECPING) PANEL M NEST CORRECTLY Sc'E NDTCIING V-' DIMENSIONS ON DENA PAGE CROSO504 UPPER FANEL FEMALE RlB OF CRP PANEL J MAY BE ROTA LC80 MIDWAY EACH \` / WJH CLIP IN NFA4 ARR20NTAL ��p,� SWING CVP DOWN (O (SFE RAKE CONDITION) p\y PURCIN _PACE v LAP GABLE ANGLE �POSIAON, ENGAGE TAR NyiH \/ AERDOAL POSITION sD LISTINGSI LATE ARE REQUIRED EAVE 1LAHEL RU1 IF ALLEO MALE RIB OF PANELAll PANELS INFIELD NOTCH �� fEIApLE 2"MININVN LL2)B ` S 9 GABLE ANGLE '�T EACH FUN MUST BE KEPT IN A STRAIGHT LINE AND Io"PANEL MODULE EA WE PULP CO]AT EACH RUBEN MUST BE PECO AT EA IF HIGH SIDE ANO ENDLAPS PE (iST CUP FASTENERS OF Sr CUP FASTENERS �B \ STARTINC ROOF _SHEETING SIR\\ \ ' INTO PURCIN FLANGE) _ClJ" B UP L PUPON ¶BG rI \ \ "'9991111// MALE RIB - LpP FIELD NOTCH +NOTE FOR BAR JOIST PUFUNS, USE SNEE gPO C//P SE CENTERING AF FINISHING CUT, OF ROLE USE A5 � FULL %BORN PANE[ IE POSSIBLE (T) ST FASTENER EACH END OF �' ✓P GORGES OTHERKS, TRIM MF PgNQ AND \ CLEO RAKE DOM C477)NRI JOIST FLANGE CRP PANEL ar BASE TFI,N TURN 1 OF THF CUT EDGE UP En STICETTNG \ LONER PANEL \ 2 5,AB"Xi" =LE FEMALE HIB DIRECTION UPPER PANEL u GABLE ANGLE MSL BE FREE TO - E A UTU RLAPP'NG)ANO FOFJH /N DIE- L AT FAV£SRiUJS LOW N HIGH ROOF SCOPE. MAKEL,4P PANEL ,NAGE( ) NPT RESTRAINED LEADING- n £NOLdP FASMIERG� 8 START GABLE ANO RAKE ANG£s J], CLBO ANO C[2]6 CLIP AS£ ( ) RIB -LRP PANEL AS SHOW 00 NOT FASTEN / LEP 5• GABLE ANGLE PO EAVE SMUT _OP FORE CLAIMING CUP UCLA)) MALI'RIB OF I- \ / �\ / FEMME RIB tln S9 60MU IA FROM EAVE CRP PANQ FIELD NOTCHED 1 � �SyF CL]]AT COP BASE OPEN NOTE /BEFORE SEGUE NG ) / E PRE\90U5 FUN OF PANELS) ARUT AND MIDWAY IN I60' \ / 0 C ( ) RAKE DNA. EACH PURCIN EACH PORLI,V SPACE PORLIN L CVP EASE MUST 8E OPEN AND Y `RMF ANCLE ({/ 3p5 5tA 01' (G,tD-caz2 (Exrcpr AT PEAK IA' Po �o I BEIP AS CENTERING GUIDES (2) ST CLIP / 2 CLIP RED ON Y TLIN BEip / T5T£NEFS• CAPTURED ON PURCIN MALE Rln - n, pI 3 SECURE BUP WITFI GABLE ANCLE CUP BAS£CLOSED SECURE CLIP (2) ST U rO POPLIN CLIP FASTENERS �/' � � �.\ PANELS AT ENDLAP RAKE 4 AFTER FASTENERS ARE / (2) Sr COP INSTALLED, BASE MUST BE IN ENDING ROUE SHEETING &BLIP MASBC / NOTE FAST<NEP.S• ANGLE (2) Sr CLOSED P0SHRE, /ANGLE /� CLIP LOCA PONS FOR HOLD DOAN CUPS ((/ ' P`N FlE[D NOTCHCO SEE DETAIL PAGES LRUJ0504 ]H.4U CF0J0.1/ FOR 1\ ADDITIONAL LOGGIA DETAILS EA:11 /PUR NF FARNER GABLE FASTENEPS - Gly EACH AURLIN/HIST AT PANEL SfOELiP MAY BE ROA G / BACK-UP PLAIT GABLE ANGLE (SEAM) INCLUDING OURLIN AT PANEL (SEE RAKE C RATTIN) LBW£F PANEL ANGLE ENDLAP AND PEAK PVRLIN IMPORTANL VIi-V/6 SEC FION B-6 TO Ail MODULE (UNDERLAPPING/ / PURUN ( ) - NOT USED AT BUILDING FACE STAT (BETWEEN PURLINS) - NOT USED Al LOW OR HIGH SIDE EAI% LIIP BUST BE IN VERTIUL REPTILE RIB END RAPE/ SECTION A-A GABLE ANGLE SMUT ON INGLE 5'OPE BUILDINGS POSITION BEFORE FASTENERS R.`�t c RAFTER (AT PURCIN) MAY 8E ROTAiLD - NOT USED AT TOP PI/REIN AT BELOW ARE INSTALLED. V (SEE RAKE CONDITION) FAVE TIE-IN LRWO510 CRP ROOF PANEL DETAILS ENOLAPS IN PANELS CRU3050i NOP ROOF PANEL DETAILS CR03O505 CRP ROOF PANEL DETAILS B `NOLAPS IN PANELS ENDLAPS IN PANELS 5• UP CR030503 LRP ROOF PANEL DETAILS ST FAS CR UPPER DEC ENDLAPS IN PANELS Pf1011OURE FOR MAKING UP ENDLAPS PROCEDURE FU.Y MAKING UP ENTRAPS UFFLIT) (5 PER ANLL) 1 f/4 / PANEL STEP I - FIELD NOTCH MALE AND FEMALE RIBS AT UPSLOPE ENO OF STEP 3 -RAISE MALE RIB SIDE Re LOOLl PANEL UNRE FEMALE RIB 1 ENDLAP REQUIREMENTS (CONT) LONER PANEL ENGAGES MALE RIB OF LEFTWARD PANEL RUN ROTATE PANEL DOWN TO A HORIZONTAL POSITION WILL MAINTAINING RBB UPPER PANEL FEMA!£ N EL L t'B ENGAGEMENT NOTE 5/� BRING TOG HERAND LONER B(EDEING PANEL HOLD-BBWN [LID 1 PANELS TOGETHER UNTIL /,Y \5• BEING INSALLED 1 - ore" x 11/2" NO OAP BS LEFT SET / /� MAACE IOP OF MALI'R/85 V�Cye p NEED NOTCH BBB SHEETING (FORMAL PUTT JOINT) // pIR£LPON FEMALE RIB \ � GALE RlEMALE I 1 X� �_ 1 BACK-UP ILA IT UPPERFPAN£L-OF O��YR /\//`B' BBEIN�NSTAL£� ENGAGED ODEA (CFBf PAN EN LAP 9' MALE RIB MACE RIB OF WAINSCOT CORNER DETAIL WITH MASTIC �J PRECIOUS I _ I/ INSET GIRTS I P � L--PANEL rzuN PT59 _ J LON'fR CRP PANEL 12' / (OWER PaN£L) FIELD CORNER TCOs ING - F NOTCH (PAN S TCb3) RIB POSITION PANEL TO ENGAGE FEMALE RIB WALL PANELS FEMALE ANL SH 77 Pl/RUN LONER PANEL ct%�. SIDEWALI- 7 /INSULATION NOT SHOW) (NOTCHED) �.1I FEMALE RBB STEP 4 —INSTALL ENDLAP OACR-UP PLATE(118 OR CRD) ON )"POLICE GIRT -Cf/ SECTION A-A S MALE RIB OF END BE LONER PANEL BY SLIOINC PIE BACK-UP PLATE UNDER eyOA P \ ENFORCE RUN THE FLAT OF ME LOWER PANEL UNTIL ME EDGE OF Ted OF PANELS FIELD NOTCH LOWER PANEL RIBS PANEL IS Er PrIN THE BASE PORTION AND SECTION THRU ENDLAP BOTH TABS OF THE BACK-UP PLATE LONER END OR f/� WITHOUT THERMAL BLOCK E(1A Qtl BACK-UP PLATE SHOULD PEST ON PUHON FLANGE (LOCAT£p CORNER MALE RBB OF 5P PEES DOWN520PE FROM ENDLAPe IIII1 STEP 2 - / [;oLIIMN (DOER PANEL PUCE A Y INT MAL OF 3S OF X 11/2"MAS]R A, (NOTCHED) THE BU]T JOINT OF MALE R185 OF RIE PREOOUS FUN OF \ PANELS ry PC 3132"X 1 1/2• ISOMETRIC VFW OF ENDLAP PAIRS Cps � WAINSCOT I INSIDE CORNER NOTE PANEL MALE FIB �\Ar / FLASHING (TC34) SEE DETAIL PAGES CROJO04 DOW CNO30511 FOR y� G y�� SELF-DRILLERS � ADDIRONAL ENDLAP DETAILS Et\ \UM (ONE PER GIRT y, SMIpELt /� '/ BACK—UP UP EACH SIDE) / ENDWAI L GIRT F k do (LONER PANEL) //� (Sae OR CRs) BUTT J(NNP LONER PANEL rt� EMALE RIB INSTALL MASTIC OVER BUTT JOINT OF RIBS Sabdmmmn 2 of steno, 7209 At me Edu Polon ORA IYN DATE - INSTALL BACK-(Bin PLATE Lew of Tho State at New York snits that it is �+ TOREARN Dml JOB NO 'alaofmn of nhI=_ law for a y persoIn unless FB 04-]o_DS Cb�b'B SWIding Systi o0 DRAWER 23E] TD—e-31583—I heisting order the direcban of h<im. Cl/£G'/(€2 DAiE I Est,(so0 E Gmpany RULA(Y MOUNT. NC 21602-218] - - pfofessonal engineeq to Her iha contents of / App QT eCO (252) O,2T✓1 MEMBE.4 Q this document in any way_ If an item beonng :he seal of engineer is altered, the aluman, ENG/NE�` DATE CUSTOOT, e SHIP To- -.". D _- notat oo STl tared .bytafolthe lowedrtbyl,,TO sgnoiwothe I,f/) yC 2)an 179 NFW YORKTAVEN E COP,P F4UMAIN ER040LINKS ROUTE 25CLUB �L I� O �L L� A __, and me dote of such altefehan. aad c�Pna� SCA,, rU,',,,I'll "I .n,rz . ...,,�. .... .._._ TVI a V' CRO30701 CRP ROOF PANEL DETAILS 1100070, CFP ROOF PANEL DETAILS UPOSA B COP ROOF PANEL DETAIL CR8 CLAIMS HIGH SIDE SEALING HIGH slpE SEALING .RICH SIDE INSTALLATION OF OUTSIDE CLOSURE (CRL0) NOIP BEFOK[ INSTALLING OUTSIDE CLOSURES JUNCTION OF OVISIOE CLOSURE AND ADAPTER HASHING AT RICH SIDE, THE PANEL SEAM MUST THE STAIGH SIDE OF ALL ROOF ROPES ARE TO BE LWALEDOWING (MADE WATERPROOF) BE SEALED ORG TUBE CAULKING AS BY INSTALLING CV]5/OE CLOSURES USING ]HE FOLLOWING PROCEDURE SHOW) BELOW I WHILE£FECPNG PANELS, CARE MUST BE TAKEN TO HOLO THE PANEL [j - ADAPTED. FLASHING 2 PANELS MUST BE SDIALEAMED PRIOR To IIISTATUNG IODINE CLOSURES 5£E SEAM IN APP NASEAMANO OULODs'CLOSURF '-� F ENO ETAVE(MLS}) 3 APPLY PASS CAULKM ING TO THE UNDCR51DE OF SEAM FOR A Uffil DETAIL I"MIN FLP (CRL0) , iy` DISTANCE OF Y BELOW ABU I" ABOVE THE LOCATION OF OUiSICE CLOSURE USING DUCKBILL PLIERS, SQUEEZE SEAM FLAT AT CAULKINC CRP PANEL P L ocanCKPLAKE ASAP SR FLASHING(NL2s) } BID BACK—UP BACK- (CRIT) OVER ]HE£Np Q�PANELS THE EAR SI NEL RIB£ (NOTE BACK-UP PLA]£S ARE/IDT OR ON AT ]H£ HIGH NEL n `TUBE CAULNING �. AFA T STRUT VF SINGLE SLOPE BUILDINGS NOR CN ]HE ENDS OF PANELS \ P \ MASTIC LA BEA S SAVE TIE IN) -UP PEA IF \ \ \- 5 PLACE A L 10 OF TRETWE/}" TREE MAS PC ACROSS FLAT AND GP RIBS OUTSIDE CLOSUFE OF PANEL TO SEAL CLOSURE HIOPANELO AND OUTSIDE CLOSURE (WHERE REQUIRED) \\ 6 FTOU IDD£ CLOSURE(GRID) ON IDP OF MASTIC AND INSTILL UPARE FASTENERS USE(2) { CCOSUXE ABU D IN OF PANEL INTO BACKINL' DETAIL AT HIGH SIDE CLOSURE MEMBER USE(2) PR£AS SHO HOLES IN CLOSURE AND SPACE REN41NlTH FASTENERS AS SHOWK --CFP PgNEL ] REPEAT ]HE SEQUENCE ABOVE TO INSTALL OUISIOE CLOSURE!N CRP 5£AM CRP SEAM ADJACENT PANEL NEE L,IDf B AT PANEL RIBS BETWEEN CLOSURES, INSTALL (i) ST FASS TENER THROUGH 0\P NOTE AT ONISHTNG END OF ROOF ADJACENT CLOSURE TABS AND ENCLOSED RIB 9 SERE ALL I VO105 AROUND PANEL SEAM WITH TUBE CAULKING 1 ]HE OUTSIDE CLOSURECOLLINSMAY REWIRE lLi OLIN ]L 10 AF2R hLpsVR£5 HAVE BEEN INSTALLED AT HIGH ROD OF ALL PANELS 2\ A ShORTFP LENGTH PLACE A CONTINUOUS RUN OF BILE X3/J" TAPE MASTS ALONE TOP ALL THE INSIDE OF rLAT][N THc'SEAM RANQE OF OUTSIDE CLOSURES 70 SEAL BERAGN TIF OF CLOSURE PIE SEAM CAVITY TO FOP.CE CAULKINC AND METAL LRLN WIT LURE CAULKING INTO ALL VARAT 11 INSTALL METAL TRIM (RIDGE FLASHING HIGH IRS FALL FLASHING BASE FLASHING, SPA USING STITCH SGYlFNS TO TOP FLiNCE OF OUTSIDE CLOSURE SPACE FASTENERS 6"BC SEAM DETAIL SEAM DEI QIL ADOPTER FLASHING O APPLY TUBE 11 N£TAC WlM (STEP A)) (SIEh ;2) END PLATE CAULKING OOTsIOE ArT�LAP y.O AIDEO SEAM SEAL ALL VOIOs CLOSURE TUBE OQFyVf 1 OUTSIDE CLOSURE CRIB IB 3/16"X3/^,' LACE C SEAM WVSH (CRIB) -\ CAULKINF BE GIFTS OMASTIC 4RO CAULYINE ADAPTER FLASHING © LOGU OE ccosvRE � 1 �sr FasTENEN \ O PANEL (C100) IT G OO ( e I SEgA� '.11 'tlP L- PANEL STENER THROUGH pG3 J/16"X3/4" URE TAB$ ANO OLINB RIK]5 SEAM G MASTIC 3116-, 3/4"MASTIC 3/I6"X3/S" SEAL LNRLAP Wl/H O INU TIC O - TUBE CAULKING AND GENERAL NOTES IMPORTAPIT BACK-UP PLA c (CRIT) (.P) SLIM NGi APPLY TUBE WHEN REQUIRED /1 CRP SEAM I ALL PURLINS WILL BE B 5L57 CAULKING TO L./ SECTION A- A SEAM -SEE LRRSm02 SECTION 8-B 2 ALL SIDEWALL CIRTS WILL BE 8.5257 3 ALL ENDWALL GIRLS MILL BE 85Z57,8.5Z88 CR030G01 CEP ROOF PANEL DETAILS CRIBBED, CRP ROOF PARE DETAILS11030601 CFP ROOF PANEL DETAILS 4 ALL CHANNEL MET BE 8 5C75,8 75CHBB CR]T SEALING LOW EAVES DEALING LOW EAVES SEALING SHEETED LOW EAVES r EAVE TREATMENT R24 (,v0 GUTIERJ 5 ALL LAVE STRUTS WILL BE 8 5075 THE COW SIDE OF ALL ROOF SLOPES ARE To BE SEATTLE (MADE FATTEVER(ugpE wAIERPRooF) USING IDE FGUDWINe PROCEDURE Ig PER PANEL) 6 ALL FLANGF BRACES WILL BE 1 1/4 X 1 1/4 X 1/8 \ 1/g- X T I. ANGLE OR 2 X e^ X 1,/8 ANGLE AS NOTED ON DRAWING, I. INSTALL SIOEWALL FLASHING. VALLEY GUF/£R OR OTHER EAYE TRIM AS EGTA jlOtt SEE EREC H DRAWINGS RAMC NEXT CRP PANEL FOR PANEL OVERHANG CONTACT PAPE APPL.:ABOF TO TREADS, ON 1HE FAV£5]?VT. SA pIpCL / ALL GABLE ANGLES WILL BE 4 X2g X A58 L 2 ON TCP LEG IF FLASHING PEACE A CONBNUWS RUN OF CONTACT TAPE B SECURE BLANKET MSTC TO ALSO PLACE A CONBNUOUS FUN OF 8. ALL ROOF SHEETS WILL BE CRP CGRN s24GA. BSE X 1 L/4- TAPE APONC TO SEAL BETWEEN APE MAS AND ROOF PANEL, 3 PLACE SLACAP PAN INSULATION WIRELTA£OCE BEHIND TAPE MASTIC BEFORE PLACING THE NEXT PANEL CRP PANEL 1 PLACE CRP PANEL MAKING CERTAIN TO MAINTAIN TIC ROOF SHEET RUN A BEAD OF VIBE CAULKING UP H ALL WALL SHEETS µl[C BE NSA OVERHANG SHOWN ON TRE TEST ERECPON DRAWBGS TOR THE BOILCTNG AND OVER THC LEADING (YALE) RIB / ALSO MAKE CERTAIN TO HOLO WE I6-PANEL MODULE IN UNE {NTH ANO JOINING ME 5 BEFORE PLAINS THE NEXT PANEL, RUN A BEAD OF VIBE CAULKINC UP IN LINE Ii INSTALLED EG P MASTIC / L BLANKET INSULAPCN lO ALL ROOF INSULA/ION WILL BE 4"THK NI/ WMP-1 U AND OVER THE MALE(LEAVING) NICE IN LINE RON THC DAVE MASTIC BE Fg5]ENER—� 6 INSTALL FASTENERS THROUGH FLAT OF WE PANEL INTO THE SAVE STRUT (12" ON CENTER) ] PLACE NEXT ROOF PANEL AND REPEAT SEALING SEQUENCE. ERIC, T/4' '-ST FASTENER 11 ALL WALL INSULATION WILL BF 4 THK IN/ WMP-1 O TAPE RIAS TIC £AyE TRIM) (6" ON C£NRR) I� FACTENER SPACING © CRP PANEL REMOVE PAPER (s£52) \ 12 ALL ICF GUTTER WILL BE 96 GA WHIT PER DETAIL BELOW LEADING EDGE Sy BACKING CRP PANEL LEADING RP PANEL / Q n c /i (MACE)RlB wAtL PANEL `-LAVE STRUT ]3. ALL WAINSCOTING WILL HE MVW/2fi GA. WHIT SECTION A-A (SAVE WITHOUT THERMAL BLOCK) 14 ALL DOWNSPOUTS WILL BE 26 GA_ lM-0T / 15 ALL FLASHING WILL BE 26 GA WHIT 05 LOBE OB 16 ALL STRUCTURAL STEEL WILL RECEI UE ONE SHOP COAT CAULKING BLANKET / OF RED OKIDE. MSULAPON �MAsnc� NOTE. era - / cBm]ACi TgPE O2 IF WALL, ROOF, AND TRIM COLORS ARE TO BE SELECTED, 4.�f' smeWALL FLTMAND FLEASE SELECT THESE COLORS BEFORE RESUBMITTING (TYPE VARIES) ORAIMNGS TO CECO BUILDING SYSTEMS EA IE STRUT EA LE LRLN Bq y£STRUT kE"1A11KI1O SEE DETAIL NOT£ R iWIHTO PREVENT CONTAMINATION CFMASTC R£MOV< RNI Y AS MUIiHPAPER AS REQUIRED FW EACHWALL PAN£LO E4 F' PANEL INSTALLARCN MAST5hbQ,Tu n 2 0( secLon 7209 of the Educption O-M, DAT< (IF REOo) `� :-t KY - n Lcnw f The Sfnte of NEw York S¢Iptes uh OEk II Gs]ERN RICAN JOB NO VIQ.t n oI mss 1 . I- EB GJ-IB-02 CCei Building Systems rG-B-315e3-1 FASTENLR SPACING ony p rs nl ss PO. OP.ANER zSe] NBc'CA AT MALE RIB he Is ac Log pndEr iM1e dv¢Cben of nT mensod EHEC DALE ROIXY MWNI NC 2]802-Z,B] pmfes'-onnl ¢r ee In alter the contents ofo o Ro6crtson CeCo camOVny lain r APO 2 R (252) 9r-zC,l MEMBER [he EI of i In ony way If on dem Tiering F CUSTOMER Q Me enol Ih II engineer 1e ton,VIRILEd.o the HE oltenng NGINECR GATE SHIP RJ f` engm¢a shall ofhr to me mem hlh seal and the 179 BARTELD CONSTRUCTION CORP LAUREL LINKS GOLF CLUB M B M A L _ onto hon oteretl AS, followed by ms agna[ur= l-t(T ¢ 27�oi T]9 NEW YORK AVENUE MAIN ROAD ROUTE 25 e r .._^^^,_^_.. - - rind the dvfe of such ml¢ratton, rind spi SCALE HUNTINGTUN, NY 11;43 LAUREL. NY 1194& M030505 CRP POOF PANEL DETAILS CRO.i0507 CFP ROOF PANEL DETAILS CROMS08 CRP ROOF PANEL DETAILS 110J0509 LRP ROOF PANEL DOORS CF0201J1 CRP ROOF PANEL DETAILS ENDLAPS/N PANELS ENDLAPS IN PANELS ENDLAPS IN PANELS ENDLAPS IN PiROOF INSY/LA 1I01 CR6 PROCEDURE FOR MAK/PIG UP ENDLAPS (CUNT) PROCEDURE FOR MAKING UP TNOLAPS (CONI) \ -£n LE Sloan FOR HARING UP ENDLAPS (CONT.) PP.00EDURC FOR AIAKINL UP FNULAPS(CONT) .1 PuauN \ STEP 5 -MEASURE 00µN 5"FROM UPSLOP£ENO OF LOWER PANEL STEP i - RA/SE MALE RIB ONE OF UPPER PANEL UNPL 2MALE PAR 52P B -AIND M UP 1 1,14' ROSSFROM MiDOWNO FP ENO OF PARALLEL PANEL STEP 9 - WHILE L FAST MSTNING WEIGHT ON UPPER PANEL AT EPANEL AND MARK A LINE ACRO55 III OF PANEL PARALLEL ENGAGES MAYF RIB AND FISCAL PORTION OF FEMALE RIB AND MAPA A LIFE ACROSS WIDTH OF PAP/£L PARALLEL )NTH IN D IN FA ACK UP THROUGH EE BE 4N0 LOWER PANEL ( END OF PANEL FOR EL 4T ENT OF TO AP FASTENERS AND INTO AND SPP PLAT£ SEC BELOW FOR INSTAG.AiION e�.p )NTH CAN OF PANEL TO LOCA i£ INf£RE LOWER AND OF OF LOWER PANEL) OF PREVIOUS PANEL RUN ROTATE PANEL STEP ST UPPER Y WITH 9T ENDL 4P TO FO RC£ RI£ TWO PANELS SCOL/ENCE APIO SPACING Of FASTENERS UPPER PANEL WILL RE PLACED DOWN 10 A AT HORIZONTAL POSITION LOOPP µMILESMAINTAINING SSAR RlT TO NEST PRDPEPLI µlith NO GAPS USE AL PLANES ON PANEL ENGAGEMENT AT£A'OLAP BEFORE NEON, IF G MALE RIB T ?0 RIBS TO HOLD PANELS IN PU5111CN AT ENDLAP SEQUENCE"STALLARD' \ \\ STEP 6 -PLACE AND 2" X 1 VE TAPE MASTIC LOWER 5) ACROSS BOW THE PANEL UPWARD REFORE NESTING MALE RIB ➢] SCOUCNCE_� FlAT ANO UP EACH VEFIICAL RIB OF LOWER PANEL TO AVOID DISPLACING !HE TAPE ELASTIC SEAL ENDLAP A, 14 ALL nV tl � BACK- WOUC.1 UC PLATE (UPPER PANEL) G GK 51RrJT CBS OR ORI (UPPER) PANEL L ( I EEING INSTALLED W uHi£ANVLL SHEETING FEMALE RIB `�� % / OIRECPDN ENGAGED OVER O _ MALE PAN 22 3 3:4" �, a 1/a" _ 4 114' 1/2" (UPPER) PANEL / t— ,SHEETING o MASTIC BEING INSTALLED MALE RIB W DIRECTION � REYIOUS TM PANEL RUN SH£FRNG i 11111111)11111 DIRECTED INSTALL ENDLAP FASTENERS IIIIWIIII)III IIIpIII MARK ENDLAP FASTENER LOCATION CAVTON 1 (/041ER FANEL) C `END OF POSITION TIDN PANEL l0 LNGAGE FEMALE RIB OVERTIGHTENING FASTENERS CANCAUSE UPPER PANEL SHEE71NC CAUBON "OIL CANNING"IN PANELS APPLY ONLY ENOUGH ELSPRESSURE )NRI - DIRECTION CLAMPS TO HOLO PANELS IN rANELEC SH-En" POSITION FIRST FASTENED PANELS INSULATION IN. CI,R£CRON CAN BE DA.MAGFD BY EYLSIAVF 3/32"X 11/2 MA$ r nC / 'LLE I LA�Ov mM A MImu1/u wlctNEss C 2 6 R£NMMFNOm TO 9E / I// F UPPFP. PANEL (BEING INSiALLED) \ PY.ESSURE FROM CLAMPS 'AN INIPw ANO PURIMS BIANA£T eoahas MIS / CORRECT TUDGLOV USER ILMI RG'HLRT E IwNSTALI N M N (VAPOR NORMAN TOMATO,TXE INSpE JF TRE BUIL6/NG C-CLANG C CLAMS CRHm NS DO ARO IPE/NSVLAkAW.1 Al B.w 111 DF eGIIXEr INSVIADON 1 _ w IS SE r5 - ISLIN BLANKET ROOF INSUUTPV M1Fl A 3-0 NIDE STARAR OUT AT WE Ewo \ \ MA T OAT IT Ei/OwH Nut CUMRR£SY0 nND PRJIFUJEs - OF THENA BU/N ies TA TIER RSVF LV PNC ECOVE A W' K'I'.MUST Bf Vs© LOWER PANEL S) DIA,IT we's, DEE Ef/OUGH N SEAT PEtt1N0 AtITAL WA9iER TO INSTALL nll5 5TAfl TER RIX1 OF IN511L1PON Jill �- \ Nl TO i0 R.'GC£ Ty AN EEFI NA T / A OLEDU L SPUCAS ARE'L FALU£O OVE Rl E IN IFC AF INSTALL END) MASTIClr� \ OCATO RE ITILNAn�EOEAR ANDD Rp ARE REOUIRE6, DIEM NFL 6E NAGE AT A PVRUf! 1 \ UP PEF _ E ATTII£LEAURI aaNEG l PROPER ROOF FASTENER INSTALLATION sue A ya KUNSMo-IRTIO ODE�NErFAa a'aR£srvs,au£o sD IP LOWER PANEL � \1 APTLY NEV COSTS ROOF FA DO NOT ONLYENOUGHTO - PRN APPLY ENOLAF MASTIC BY FORMING TO PANEL B(JW PANEL UPWAF.B TO NEST SEAL 'J/ASHEF 00 NOT OV£RTIGHTEN TBIBRI NiL OF/rvsuu DDx AR£DutT o e 1.I�LAEA1 nrvO III. OF1 PANEL TO PLN.LINER IG EROM ONE SIDE C ru sh l TR OF ws 11 me BE IID 1. 1{ a-O; OR 5-0'L 0E ns PANEL F THE OTHER REMOVE PAPER BACKING \ v/ ACE BU¢D/Nc TRE LVSTANCE FROM IRE L45T FVLL INJM RVN RI IRE ENU OF OUST BEFORE PLACING UPPER PANEL SHEETING LOWER DIR£CDON PANEL [KHAN AT TOM ARE rzEOVIREO MEY ARE LAW ey TW CFMEJUNKET LAVALAAUN AT EACH FURLIN ARE AT HIM SOE EK STRUT AT LOW EAI£5 ItlEY A.9£P(AYD VIVOER ME ERIE )FIM CLAMP PANEL HIES _ rsErzR TO mNER wsuurmV Owes FDR AOOmarAL wEbwnnm LR02020I CFP ROOF PANEL DETAILS C.4020301 CRP ROOF PANEL DETAILS CBDZp4W CRP ROOF PANEL DETAILS CARROTS, CRP ROOF PANEL DETAILS INSULA9ON£OG£SEAM INSULA PON DETAILS R72 INSULATION OFTACE Rjq INSULA PON DETAILS---{{{ WHEREVER NA SIDE EDGES OF INSULA ROD MEET ME EDGES BACHING ROOF PANEL OVERLAP 6" ARE TO BE BUTTED, FOLDfO, AND STAPLED AS SHO1 1 2 NNYL WN FOOF PANEL ROOF INSIILAnIJN ROOF RASE ELASHING � - INSULAnaV _ HOOF PA. MASTIC 0" BUT EDGES STAPLED LFACINI - HOOF INSULATION S FACING TABS CONTINUOUSRUNONE LONPNUOUs RUN " OF INSUCAnON CGNTRCI - TFIO $CREWm TO INSULARIXJN INSULAnCN INSULATION MALAWI FLASHING OF INSULATION CONTACT PFAX PUNIIPI /APE I? V PCA)( FURLIN WN1 PANEL TAPE(TTI) ROOF INSULA PON JCONTINUOUSATI FUN LAVE SiRUI J PNNIN OF INSULATION CONTACT REMOVE LAST 6" OF FlBFR OA5S FROM VINYL FAC/NG OF \ TAPE (TTI) INSULA RUN BLANKET WHICH SPANS ACROSS PEAK PURLINS. APPLY A CONTINUOUS RUN OF CONTACT TAPE TO THIS AREA LUCK EXCESS INSULA RON BEHIND 7F10 TO CLOSE LAP VIP,ECRY ABOVE FURLIN LOCATION LAP /NSULABON BETWEEN WALL PANEL RIBS FACING FACING DETAIL AT EA UE BLANKET COVERING OPPOSITE SIDE OF ROOF AS SHOWN srEP I STEP z OEIAIL AT BELOW EA UE HE IN DETAIL OF SPLICE AT PEAK BULL SDE PAGES OF INSLLAPON STAPLE TABS 7"FROM ENO AND WANT FACING TABS IOGEMER 12" OC ALONG SEAM STAPLER OVERLAP EKING RA 6` NNtt ROOF PANEL TABS FOLDED FACING TABS HE STAPLED (FOLDED) P NSU PON INSULATION INSULAPON fj�i � ROOF INSUU PON NNtt BACKING TRO CONTINUOUS RUNS PUPUN OF INSULATION CONTACT PALING FACING TAPE (TTI) SIFP 3 CRUSHED SIDE EDGE SCAM REMOVE LAST 6" OF FIBERGLASS FROM NNtt FACING BE FOLD STALLED TABS AND STAPLE OOWNSLOP£BLANKET AND IAP UPSLOPE RLANKET As SHOWN AGAIN NEAR THE BOTTOM OF THE DETAIL AT SPLICE FOLD. STAPLE I"FROM ENO AND Subd-Loo 2 of section 7209 of the Education DRAWNE04-19-02 JOB NO. 12" OC ALONG SEAM La'. Of The State of New York slates that it 15 EASTERN RfG]ON any person EB RG DRAWEP2FIC 10-B-31583-1 tlaa T ,dio law lar roDeco dui/ding SystemsheVi vctino under tM1e dlractlO al a tic nsedCHECNED D ROGer(son CecD Om(rony ROGY M7 21 Nc neoz-zJe] Pmfesonvl anR-or, to alter nhe contents o1 p p yq r (15])9])-ZOI MEMBER lUIGdocvm eni m any way. II as Item beanng CUSTOMER SHIP TO0 the sealvT as engineer Ie Itsred. the altering /GINEER I3ARIELD CONSTRUCTION CORP. LAUREL LINKS GOLF CLUBMBMA nginear eall arn. la the itnn ms eal and the par f y 179 NEW YORK AVENUE MAIN ROAD ROUTE 25 notamon "ana•cd by Ealmwed by his signaturead the dote of such al termian oad specific HUNTINGION, NY 11743 LAUREL, NY 11948 P.£/. N0. 5/IE£T NO REV DESCRIPTION DET DATEiiE11AI descriptlon of the alt cm bon "NS" ATTN. AL BARTELD E20oJ z i CR 08070 CRP ROOF PANEL DETAILS CR$ sCgLING RICH 50E [4030]02 LRP ROOF PANEL DETAILS CFOJp]pi C] SEALINO HIGH SIVE CRP ROOF"PANEL DETAILS SEALING,41CH ,HE INSTALLATION OF OUTSIDE CLOSURES( 11 NOTE REFUSE INSTALLING OUTSIDE CLOSURES JUNCTION OF OUTSIDE CLOSEST AND ADAPTER BASHING NE HIGH S10E OF ALL ROOF SLOPES ARE TO BE SEALER (MADE WATERPROOF AT HIGH SIDE,, THE PANEL SEAM MUST BY INSTALLING OUTSIDE CLOSURES USING THE FOLLOWIG PROCEDURE ) B£ SEALED WH TUBE CAULKING AS SHOWN BELOW 1 WHILE FREEING PANELS CARE MUST BE TAKEN TO HOLD THE PANEL B� ` \ - AOAPi£P FLASHING MODULE SO THAT OUTSIDE CLOSURES IMLL FlT CORRECTLY 1 CAULK \ CND Yt q IF(AIU9) 0 2 PANELS MUST BE SEAMED PRIOR TO INSTALLING OUTSIDE CLOSURES SEE S£AAI 1'FIIN AFPLT OVz S APPLY TORE CAVLKING t0 THE UN➢ERS/OE OF SEAM FOR A MINIMUM OETgI[ '"MIN- FLATiE,4 SEAM 50C CLO5UPE E; DISTANCE OF I-BELOW ANO I- ABOVE THE LOCATION OF WT90E �\ ([RIO) P, CLOSURE USING DURABLE PL/ERS, SOUE£ZF SEAM FLAT AT CgUIXING CHP PANEL DcgnW \ i SVP PACK-UP PLAIDS (1111) OVER THE END OF PANELS RETAINED PANEL meq. ADAPTER FLASHING (NL25) RIBS (NOBACK-UP PLATES ARE NOT REWIRED AT THE HIGH SIDE `IDB£CAULKIN TE F LAW SMUT OF SINGLE SLOPE BUILDINGS NOR ON THE ENDS OF PANELS ' MASTIC AT BELOW ERV£ RE-GV.) \ \ \�P ' 5 PLACL A STRIP OF 3/i6"X3/<" TAPE MASTED ACROSS FLIT AND UP RIBS pLI75TOC CLOSURE � I � BACX-UP PLAT£ OF PANEL TO SEAL BETWEEN PANEL AND OUTSIDE ELASTIC d' BACK(WITIEP PLARED) \\\\ 6 PDRUEN OUTPUT CLOSURE UNDO) ON TOP OF 11SPC AND OUFALL B FASTENEP.S THROUGH GLOSERE ANO FLAT OF PANEL INTO BACKING 1 MEMBER USE(2) P,REO11111 HOLES IN CLOSURE AND SPACE DETAIL rl, T HIGH 510E CLOSURE \�\ REMAINING FASTENERS AS SHOW M \, \ J ROBERT C $EWENCE ABOL'E T➢INS FALL OGT51➢E CLOSURE IN LRP PANEL ADJACENT PANEL CRP SEA FA CRP y£AM1 11V\Gµ A AT PANEL RIBS BETWEEN CLOSURES, INSTALL (1) ST FASTENER THROUGH yy\EG C 90 ADJACENT CLOSURE TARS AND ENCLAUM RIP �1R NOT AT BNISHING ENO OF ROOF T SEAL AL VOIDS AROUND PANEL SEAM WIRI TUBE CAULKING )HE W61DE ENDCLOOF MAY ID ARTIER CLOSURES HAVE BEEN INSTALLED AT HIGH END OF AL PANEL HEgI/IFf FIELD LUTING TO PLACE A CONTINUOUS RUN OF J116 X314" TAPE MASTIC ALONG TW A SHORTER LENGTH FLANGE OF OUTSIDE CLOSURES TO SEAL SEIMBED TOP OF CLOSURE FILL THE INSIDE OF Ftp)/FN THE SPAM AND ME/W TRIM RIE SEAM LANTY TG FOP.LF CAULK/NG 11 INSTALL METAL TRIM (RIDGE CUSHING, HIGH 5/➢£WALL RASHING BASE WIM NBE CAULXI(JG INTO ALL NIUS NASHMG, ETC) USING STITCH SCREWS TO TOP FLANGE OF WTSIpE CLOSURE SPACE FASTNER5 6" OC SEAM DETAIL SEAM DETAIL I1 METAL TRIM STEP I ENDP LA FLASHING O9 APPLY NeE ( P) (STEP X2) ENO PLATE A,.,, NA,ARWND SEAM IF BIDE 'UI/✓ [.tn SEAL ALL VOIDS CIOSUHF CAU£ N OE151➢E CLOSURE CRL0 \ ID MASTIC/S TUBL ( ) / CA IN I -BIINU Rry£i5 Finsnc ru6 OLTSTOE © CLOSUIT - t S \ A➢RP]cP FLASw Nc � (cR1D) rFASTENER 0PANEL \ GSEAM S pN r ADJAA E ST L05I£N£R THROUGH \e SPFEN' Gpp50�03 / ENCLOSED PANELER�ATAABS AND 6LIN0 RIVETS - _ W1 3/16' X 3/d"MASTIC MASTIC3/16-XJ/1 0�5�' SEAL ENOLAP /H O TUBE CAULKING AN' GENERAL NOTES IMPORTANT ` BACK-UP PLATE(CRIT) APPLY A `\_ (Z) BEING RIVETS G O N6E _ WEN REWIRED CRP SEAM O SECTION A-A 1, ALL PURLINS WILL BE 8.5Z57 APPLY SEAM -SEE CROJO702 SECTION B-B - 2 ALL SIDEWALL GIRTS WILL BE 8 5Z57 S ALL END WALL GIRTS WILL BE 8,5Z57,8 5Z88 [1030601 CRP PONT PANEL DETAILS CRO30603 CRP ROOF PANEL DETAILS CR SEALING taw EAVES s£Aul✓c. tow Ea v£s GRp3ofinz CRP ROOF PANEL ➢£TArfs 4. ALL CHANNELSk WILL BE 8.5C75,B 75CH88 RAW TREATMENT R�4 SEALING SHEETED LOW EAVES . THE LOW 5/DE OF SCOPES OPES AF£ TO BE GREEN (MADE {VAIEFPROOF) T FASTENER (NO GUT2R1 5 ALL SAVE STRUTS WILL BE 8 5E75 US/NG THE FOLLOWINGNG PFOCEDUFE ' G PER PANEL) 6 ALL FLANGE BRACES {MCL BE 1 1 4 X 1 Ij4 X 1/8 1 INSTALL 5/0£WA[C FLASHING, UqL£)'GUITeR OR OTRER UV£ i5/M1!AS [ESN TOtI SEE ERECTION DRAW9NCS AI 8RL' ' 1/'I ANGLE CH 2 X 2 X ITB ANGLE AS NOTED ON DRAWING APPLICABLE TO THE JOB, ON THE LAVE STRUT SAOIREG \ NEXT CRP PANEL FOP. PANEL OVERHANG 2 ON TOP LEG OF FLASHING PUCE A CARD"OUS RUN OF CONTACT TAPE CONTACT TAPE J ALL GABLE ANGLES WILL BE 4 XZg X DSFS L TO SECURE BLANKET INSULA PON ALSO PUCE A CONTINUOUS RUN OF r iI AG X I NK TAPE MASTIC TO SEAL BBEHIND FLASHING AND ROOF PANEL I B ALL ROOF SHEETS WILL BE CRP [GRN sZ¢OA 3 PLACE BLANKET L MAKING INTI EDC{BEHIND TAP£NASI[ 4 PLACE LRP PANEL MAKING [ESO IT TO MAINTAIN THE ROOF SHEET REFORE PULING THE NEXT KNG — O SO MAK SHOWN ON THE HOLD ER£LPON EL MODUS FOR THE BUILDING ROD A BEAR OF TUBE CAULKING UP CRP PANEL BEFORE MAKE CERTAIN TO HOLO THE I6-PANEL MODULE AND E W THE DHAVING I (MALE) P,IB / H ALL WALL SHEETS RlLC BE N/A $ BEFORE PLIGING TIE NEXT PANEL RUN A BE4V OF TUBE CAULKING UP IN ONE WITd AND JOINING THE AND OVER RIE MALE(EAOING) EDGE IN LINE WIN RIE EAVE MOORE PRENOVSLY INSTALLED EA IE MASK GBLANKET INSULATION 10 ALL ROOF INSIULATION WILL BE 4"THK. W1 WMp-T Q 6 INSTALL FASTENERS THROUGH FLAT OF ME PANEL INTO THE EAVE SMUT TO FASTENER � ] PLACE NEXT ROOF PANEL AND REPEAT 5£AONG SEQUENCE 1/B"di ON- (D" ON DDDER) / �\ TIE MASTIC `sT K ENTER 11 ALL WALL INSULATION WAR BE 4'THK_ W/ W�/,p--ip SAVE TRIM) i6" ON CENTER) FASTENED SPALYNG O4 CPP PANEL BACKIN TIPPER (SF52) 12 ALL ICE GUTTER WILL BE PB GA. WHIT PER DETAIL BELOW LEADING EDGE> Sy BACKING CP.P PANEL L£q0/NG CRP PANEL 7 �'P cn \ i (Maw) RI6 Waft PANEL _CAVE STRUT 15 ALL WAINSCOTING WILL HE MVW/26 CA WHIT SECTION A-A /SAVE WITHOUT THERMAL BLOCK) 14, ALL DOWNSPOUTS WILL BE 26 GA_ WHIT / 15 ALL FLASHING WILL BE 26 GA. WHIT O TUBIN / 16 ALL STRUCTURAL STEEL WILL SELENE ONE SHOP COAT CA LICKING BLANKET INSULARON OF RED OXIDE y �MASRC O2 NOTE '4aa� CONTACT TAPE 02 IF WALL, ROOF, AMC, fR1M COLORS ARE TO BE SELECTED, STDEY/AFLASHING PLEASE SELECT THESE COLORS BEFORE RESUBMITTING P4 (TYPE CuAn RIES) DRAWINGS TO [ECO BUILDING SYSTEMS O / `PAVE SURF EAVE TRIM SEE DETAIL `-Eq V£STRUT N6E CROCKING NOTE IusTwr1nw/ 0 1 TO PREVENT CONTAMINATION OF 1 TFT' MA57C. RLl1Oat ONLY As MUCH PAPER AS REWIRED FOR EACH _ CRP 'IN (IF REOD) WALL PANEL Lj .* T' PANEL INSTALLAITON MASTIC 1 -' jyf. Subdmison 2 ars cC on 7209 osf the Educnfia I.A. ni The State of Hew Yak Lutes that iL s pRAIHN pq TE r!Aat n of Lh, inw Tor nny pereon "meee £e od-1B-Oz raUCeco B�%��F%�� � �.��� 10-B-a15es-v FASRT/ER SPACING o EAShP.N REGION JOB NO. NBE CA C tIMAIE RIB he IS a hng a der the direcbOn of o li„BP d CHECK DATE PO C.A. g>eT ROCXY MINIM NO 27602-2JO7 thlr�m ento otter [he contents of APR 2 L O Rohertson Cecp Cmpony (112) ATT_., MEMBER the documentm nny woy II onItembeait e OI of II engirecr s alF^req the ltnng ENGINEER Dq TE CUSTOMER SHIP TOell /�nctIr an shall O[fir to me item h,c seal and ine B7A NE CONSTRUCTION CORP LAUREL LINKS GOLF CLUB A AC7nolaLan 1- -tl by fouawab by TITS slgnatur= i fP 4 27�>- i]9 NEW YORK AVENUE MAIN ROAD ROI/TF 25 MRM H CR030506 DRP ROOF PANEL DETAILS CROJO507 CRP ROOF PANEL DETAILS CP.OJ0508 CRP ROOF PANEL DETAILS CROJO509 CRP ROOF PANEL DETAILS L1020101 CRP ROOF PANEL DETAILS ENDLAPS IN PANELS ENDLAPS IN PANELS ENDLAPS IN PANELS ENDLAPS IN PANELS ROOF INSULA TION CR6 PROCEDURE FOR MAKING UP ENDLAPS (CONT) pROCLOUFE FOR MAK/NG UP TNOLAPS(CONT) LATE 1111T PROCEDURE FOR MAKING UP ENDLAPS (CONT) PROCEDURE TOR MAKING UP ENDLAPS (CONT) RIRRE PURun SEP 6 -MEASURE Dr, 1 Iran"FROM DOWNSLOPE FOR OF UPPtF PANEL STEP 9 - WHILE MAINTAINING WEIGHT ON UPPER PANE_ A]ENOL AP STEP 5 -MEASURE DOW 5"FROM UPSLOPE ENO OF LOWER PANEL 5]£P Z -RAISE PLATE CIU SIDE OF UPPER PANEL UVAL FEMALE RIR AND MARK A LINE ACROSS MSIR OF PANEL PARALLEL FRO, INSTILL HEST NERS THROUGH UPPER. ANO LOWER PANEL AM MARK A LINE ACROSS WORD OF PANEL PARAI IF' ENGAGES MALE RIB (ANO ENDLAP POPTION OF FEMALE RIB ENO OF PANEL_ FOR PLACEMENT OF ENDLAP FASTENERS ANO INTO BACK-UP PLATE SEE BELOW FOR INSTALLAPON o TNM _MD OF PANEL AS LOCA IT WHERE LONER ENO OF OF LOWER PANEL) OF PR£NOUS PANEL RIIN ROIArE PANEL SiFP ON UPPER PANEL AT CNOLAP TO FORCE M£ TWO PANEL SEQUENCE AND SPACING OF FASTENERS 'i UPPER PANEL WILL BE PLACED DOW TO A NORZONTAL POSITRON WALE MAINTAINING .CID TO NEST PROPERLY OUR NO GAPS USE C-CLAMPS ON PANEL ENCd GEMENT AT ENDLAP LOCATION, IT B NECESSARY M RIBS TO HOLD PANELS /N POSITION AT ENDLAP WSTALLAWN \ STEP 6 -PLACE J/32" N 1 1/2" TAPE MASTIC (910515) ACROSS BOW THE PANEL UPWARD BEFORE N£SRNG MALE R16 TO SEOUENCE 1 \ FLAT AND OR EACH VERTCAL RIB OF LOWER PANEL TO AVID DISPLACING THE TAPE MASTIC IN 4/ SEAL ENDLAP IN 'l 10 � \ ANEL) Sir EAI smui '"1. BACK-UP PLATE (OFTIER) PANEL p (UPPER Pr ENDLAP FASrETJ£RS 1 \ (CR8 UR GFS) 8016 INSIALIFD /1 - /\ GABLE AN¢E SHEETING FEMALE RIB o q 1 OIRECRON ENGAGED Oo 1/_"VER J _ D U MALE ED 1111'333 3 3/-'" }} 1 4 1/4" 1 4" \ 4 L _ h 3/32" s 1 I/2" (UPPEfi9 F'ANF1 �- SHEETING o MASRL BEING INSTALLED MALE RIB OF OIF£C RJN RO P.EN IB a T W J / PANEL SUN SHEETING INSTALL ENDLAP FASTLNERS SHEETING MARk ENDLAP FASTENER. LOCATION cquBON BVOWS EL) END OF �OSIPON PANEL TO ENGAGE FEMALE RIB _ OVER Pc-HTENING rasIENERs CAN GqusE UPPER PANEL CAUTION "0/L CANNING" IN PANELS SHEETING APPLY ONLY ENWGH PRESSURE NIrH pIRECRINJ ROL UNS TO HOLD PANELS IPI NESTED SHEETING POSITION UNTIL FASTEREO PANELS INSULATION NOTES J/i2"% 1 (/Y MASTIC "'FOR0N CAN BE DAMAGED BY EYL£SSIVL '�` -euNItE11NSAu ncW wlTx a mwwuu Iwcm[ss eT a Is REawuENOm m 6E UPPER PANEL (BEING INSTALLED) \ PRESSURE FROM O11AIP5 GwnG WASHER Is _ TIGHT IS IHSµBEI14E£N ARP ROOF PPANR 5 ANO PUR(Wi CLAN�I INSULAPGN IS CORRECT TOO LOOSE TOU PCHT FP ITS FACING( RARMON IOwAR05 TILE f GF ME BUILDING - RILyO BOARD n uLIRON MAY R£Osm 1111A.CF IIIA.1 IN1ALWONN L-CLAMP L-Cf AMP, - ALBS Wddose S `s4Mc W - BCOI PMI Inn'INNU.ROH A S AOE STARTAT PAT AT THE ENO IFE11q 1. ETNnBY'H war COMPRES OEFCRMm ANO PVROTROOES OF NL NHER£PAR SHE£ONH REG'HE NP RK PLATFORM.111 USED Re P O RUOc"s ENOUGH TO.1 THERE MEIAL r AVIR TO INSTALL WIS TARTER RIHl OF INSINARIX/ LOWER PANEL 1 / \ n o M OH W BEYOND - INSTALL WOUFAM N W O.R.£PILE ERpI£AIT M R/OGE(OR HI H ODS WRESS WASHER Parr 0.VPL ROD.ARE REO UIRE➢ALL 10 ME BUILDING WOOL LR EREL RM a ROOLLBURE ERFORAL PULES ARE REOUwm PILF MLL B£MAGE AT A PUMw INSTALL ENDLAP MA577C L ` \ UPPED L m RFrwEEn R. J ) PANEL PROPER ROOF FASTENER INSTALLATION - ELROGGLATC OP,AT,-c WOO IN ASON ATTE IN£/AUER SO THAr TNF FRANC ` LOWER PANEL LC.HIEN ROOF FASIFNERS ONLY ENOUGH ID EDGE IS WA AHEAD O THE PLAYS FPAIN T / SEAL WASHER - DO NOT OVFRIGHIEN - WE EDGES OF INNUMGN ARE RUTIN, HOLICE ALn FAIRry DLAP MASTIC BY FORMING TO PANEL BQW PANEL UPWARD TO (VEST L - sH Rcu cF ws TION. WORKING- FROM ONE 90E OF ��/'J V UUTION mu RE EITHER Y-OY A-o' OR 6-O"mOE AS ]HE OTHER .EnU. PAPER BACKING RY THF dSi.WCE FROM PIE LAST HILL MCMI RLW 10 TRE ENO OF RE PLAC/NG UPPER PANEL `�/ SHEETING �_ LOWED. AmwG DIRECTION PANEL - M1MFa', _1.Rs ARE PHEAR. Plfr ARE PLACN ON TOPT AIME BUNKS /NEllIAMON AT EACH PURLIN ANO AT MGN 90E RAW STRUT A EA4c5 THEY ARE PLACED UNDER ME FAVOR MIM CLAMP PANEL RIES - CLIFF To OLDER wsIILAMnM DETAILS FRR AOmndern w.Orwaawl CRO20201 CRP ROOF PANEL DETAILS CRD2OJ01 CRP Ri PANEL DETAILS NANTRAT CRP ROOF PANEL DETAILS CRO20701 CRP ROOF PANEL DETAILS INSULATION EDGE SEAM INSULA PON DETAILS 0 Pl5ULAUM, DETAIL R1� INSULATION DETAILS R14' {-{ WEREVER PYO SIOE EDC£5 OF INSULATION MEES ME EDGES ROOF PANEL OVERLAP E" ARE TO BE BUTTED. FOLDED, AND STAPLED AS SHOWN 1 1 VINYL SACKING ROOF PANEL - ROOF INSULAiIOIJ ROOF BASE FLASHING \ �NSULA11l]N ROOF PANEL MASTIC -\ 0" BUTT EDGES STAPLER \� 1 TDG£RIFR POOL INSULATION FAC/NG TABS FACING TABS \ Or INSUOUS RUN ! TRIO SCREWED TO K-ONE CONTINUOUS RUN TAPE (ITS) CONTACT J P£AI( 1.IN WALL PANEL INSULARON - INSULA➢ON INSULARON INSULA PON S/OEWALL F ACHING OF INSULATION CONTACT PEAK PURL / TAPE(LOU HOOF INSULATION - CONTINUOUS ROD PURLIN OF INSULATION CONTACT EA UE STRUT TAPE (RQ 1 REMOVE LAST R" OF FlBFRC'LA55 FROM NNYL FACING OF R U INSULATION BLANKET WHICH SPANS ACROSS PEAK PURLINS J APPLY A CON POROUS RUN OF CONTACT TAPE lO THIS AREA RICK EXCESS/NSULAIION B£HINO TF10 TO CLOSE GAP I DIRECTLY ABOVE PURL LOCATION LAP INSULATION BETWEEN 'WALL PANEL RIBS FACING J BI ANKET COVERING OPPOSITE SIDE OF ROOF AS SHOWN .IEP I FACING sT£P z DETAIL LLT EA ITE DETAIL AT BEl OW Eq VE TIE—IN DETAIL OF SPLICE_AT PEAK BUN 90E LOGES OF INSULATION STAPLE TABS ]"ETON ENO AND WlM FACING TABS TOGEPIER IT OC ALONG SEAM DUELER B, OVER BACKING ROOF PANEL ABS FIXOER FADING TABS qNO STAPLED (FOID£0) INSLi RUN INSULAPON "SO_PONLi fl�0A RRR ­ ROGE ASULAPON AN_ BACKING TWO CONTINUOUS RUNS PURLIN OF INSU[APON CONTACT FACING FACING TAPE(TTIf STEP 3 ENTERED SASE EDGE SEAM P.£MOVE LAST 6" OF RASS SRO ANA FACING OF FOLD STAPLED TABS AND STAPLE OOHNAND LAP BLANKET AND LAP UPSCOPE BLANKET AS SHOW AGAIN NEAR THE BOTTOM OF ME DETAIL AT SPLICE Subtllmson 2 of section 7209 of the Education DRAWN DA IEJOB No FOLD STAPLE I.FROM END AND ED PRI REGION 12" 00 ALONG SEAM Law of The Slate of New Yny states thatunless s Is £B 04-19-02 ��99 Building 10-E-.'Al$83-1 al at of Id. low id any I Unles �0 FEECo ®uises,, Sysfe/97S RD y977 2 LTB] he is ac Ong under Ne after Ol as hcensetl CHECKED GATE �B Fobetlsnn CxO company flfXXY MOWJL Nc 2]B02-TCT Q - phPA is al..of xngi a to alter a, contents uV 1pp p? yp (Z51J 9]]-L131 MEMBER FAA eel of nt m any way If he hem faced', f CUSTOMER SHIPLA FO Q the seal ahallaffl. toe the Item ehis 1111 onen9 CORSET DATE BARS LD CONSTRUCTION CORP LAUREL LINKS GOLF CLUB M B M A n ata,d. Sintered by talllwatl by has .,nature M 9 2 the 179 NEW YORK AVENUE MAIN ROAD ROUTE 2$ anJ the dote of sucM1 alteration ontl specific HUNTINGTON, NY 11743 LAUREL, NY 11948 REV ON SHEET NO REV 0£SCRIPROPI OET GATE CHh' CAI£ - descnpaan of the olteration "Mrs" AFTN AL BARTELD E20of 2