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HomeMy WebLinkAbout45133-Z cS�FFOIK�o Town of Southold 11/1/2022 G a ¢ P.O.Box 1179 10 _ 53095 Main Rd 'J,jj01 ON Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43543 Date: 10/29/2022 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11900 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-3-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/20/2020 pursuant to which Building Permit No. 45133 dated 8/25/2020 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: self storap-e building as applied-for. (Building#4) The certificate is issued to 11900 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45133 10/24/2022 PLUMBERS CERTIFICATION DATED tho 'zedisiAlature Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department 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, industrial building,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 "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 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.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: �n ,� (check one) � Location of Property: 4 6J " 0(;q �/ Ho se No. Street Hamlet ']� Owner or Owners of Property: G TIP P Suffolk County Tax Map No 1000, Section 626� Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ SO OApplicyantSignature CONSENT TO INSPECTION 11110b Vt!;A01A V-A— lie- (Marki g .imy nisa�� ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in'the Town of Southold, located at j tqtp ©"A aA p,- cy�r 05ux- h!y , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 053 Block b3 ; Lot 47o5.a That the undersigned(has) (have) filed, or cause to be filed,.an application in the Southold Town Building Inspector's Office for the following: Gdvt5fte+ 1 6+-cirtn Y►n1.ni-- Sktr,rct�-� bc�►1 ►cina That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and-regulations of the Town of Southold.` The undersigned, in consenting to such inspections, do(es) so with the'knowledge and understanding that any information obtained.in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 1 l 15 Zo (Signature) (Print Name) (Signature) (Print Name) oF so�ryol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(�-)town.southold.ny.us Southold,NY 11971-0959 �Q�y e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 11900 Oregon Rd LLC Address: 11900 Oregon Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 45133 Section: 83 Block: 3 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 12 Smoke Detectors Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture 3 Time Clocks Disconnect 2QQ Switches 2 2'x4'LED 1 g Exit Fixtures 13 Pump Other Equipment: Dehumidifier 2 Notes: Storage Building #4 Inspector Signature: Date: October 24, 2022 S.Devlin-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45133 Date: 8/25/2020 Permission is hereby granted to: 11900 Oregon Rd LLC 11900 Oregon Rd Cutchogue, NY 11935 To: construct a new self storage building (building #4) as applied for per site plan approval. to reflect construction alterations as per new plans provided. Additional certification may be required. At premises located at: 11900 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-3-5.3 Pursuant to application dated 7/20/2020 and approved by the Building Inspector. To expire on 2/24/2022. Fees: % NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,050.00 CO-COMMERCIAL $50.00 Total: $5,100.00 Building Inspector ; ��°�SOFFnt,r�Gy TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45133 Date: 8/25/2020 Permission is hereby granted to: 11900 Oregon Rd LLC 11900 Oregon Rd Cutchogue, NY 11935 To: construct a new self storage building (building #4) as applied for per site plan approval. At premises located at: 11900 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-3-5.3 Pursuant to application dated 7/20/2020 and approved by the Building Inspector. To expire on 2/2412022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,050.00 CO-COMMERCIAL $50.00 Total: $5;1.00.00 Building Inspector / pf SOplyo l # # TOWN OF SOUTH LD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ao k_ o fio n(t v Q( DATE INSPECTOR V4/imo , (i - (X/ , SOGTy�! �✓���Tn # TOWN OF SOUT OLD BUILDING DEPT. �O • �O cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ F AL (0m4l . Slav'-47a-" [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cog tqc UQA DATE ANSPECTOR pF SO�lyOlo 446, 1�7 I ( Or n ��-- # TOWN OF-SOUTHOLD BUILDING DER�T. cou 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [: ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION = ] PRE C/O [ ] RENTAL REMARKS: a"1�6,e___._.,_.lr�_U DATE IU = v1 INSPECTOR .� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®f S0 P.O.Box 1179 54375 State Route 25 ®��` ��'®� Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.souiholdtowuny.gov c®m� PLANNING BOARD OFFICE TOWN OF SOUTHOLD .I n October 4, 2022 Mr. Martin Kosmynka i� OCT 0 4 2022 P.O. Box 946 azo�.•, Cutchogue, NY 11935 Re: Approved Site Plan —Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has found that the requirements for the two storage buildings labeled #3 and #4 at 9,600 sq. ft. and 12,000 sq. ft. respectively, a/k/a Phase 2 of the above-referenced Site Plan, have been completed based on the site inspection made September 15, 2022 and the Planning Board work session on September 26, 2022. These buildings are now in general conformance with the approved site plan prepared by Kenneth H. Beckman, L.S., Dated May 2019 and last revised June 16, 2020, and the Planning Board supports the issuance of a Certificate of Occupancy for Phase 1 of the site plan. Please note that there are ongoing conditions and elements of site plan approval including exterior lighting and landscaping that will be assessed as the site continues its multi-phase build-out. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. ResRJ. 1 Donenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer DAA DiGiovanni and Associates Architects 26 preston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com August 29,2022 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: Unit to Go-Building 4(1 story- 12,000 sf) Permit 45133 11,900 Oregon Rd Cutchogue,NY 1000-'083-03-005.3 To whom it may concern; Please be'advised that the above referenced new building was built per the Town of Southold approved plans.The framing, strapping and fire walls are in compliance with the approved plans and NYS 2020 building codes. Also the construction is in compliance with'ASHRAE 90.1 -2019 energy standards and NY State 2020 Energy Conservation Code. Roof insulation has a class A flame spread rating (10) and has a UL design number UL723. Roof insulation has an R rating of 38, and wall insulation has an R rating of 13 Contact me with any questions Q� 0 A.D/Gi cS�j Res �04 A. TF .7e769 °FNEW'�0�+ David Di . i,RA,.aia TOSouthold Building 4-8.29.22 1 5/33 DAA • • DIGiovanni and Associates Architects 26 preston avenue sea cliff,ny 11579 (51t8).671-36M fax(516)759-7138 mail 13AA93igmsn.com August 29,2022 A U G 2 9 2022 Town of Southold BIALDING DEPT. Building Department TOWN OF SOUTHOLD. 54375 Main Road Southold,NY 11971 Re: Unit to Go-Building 4(1 story- 12,000 sf) Permit 45133 11900 Oregon Rd Cutchogue,.NY 1000-083-03-005.3 To whom it may concern, Please be advised that the above referenced new building was built per the Town of Southold approved plans.The framing strapping and fire walls are in compliance with the approved plans,and NYS 2020 building codes.Also.the construction is in.compliance with ASHRAE 90.1 -2019 energy standards and NY State 2020 Energy Conservation Code.Roof insulation has a class Aflame spread rating(10)and has a UL design number UL723. Contact me with any questions ARCh'i R r oro` Davi .aia TOSouthotd Building 4-$1922 1. { Bunch, Connie From: Cummings, Brian A. Sent: Tuesday, September 27, 2022 1:11 PM To: Bunch, Connie Subject: Oregon Road Storage Hi Connie, At their work session yesterday evening the Planning Board had no objection to supporting a CO for buildings#3 and#4 regarding the approved site plan at 11900 Oregon Road. We will have official correspondence down to you tomorrow since Jess is out today. Thank you, Brian Brian A. Cummings,Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631)765-1938 1 I l e • � e • � _ � e FOUNDATION(IST) . ® p --------------- . • GH e is •PLUMBING !MtLATION-PIERA.Y. ' .. • Off elm Xr 'Mir • 0 1 ® •- a---WON-] WAI MA y -�► 1 r a FO �� �, V TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans �'TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 2 2 Survey Southoldtownny.gov PERIVII'1['NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form �Ls Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 1 Phone: Expiration 920 Building Inspecto �•-D ,�+� r� [�n� APPLICATION FOR BUILDING PERMIT i V L� } V Date 20 20 • al, `- �~• ) TLAY 20 2020 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p4vov&Dk&*RPPan to scale.Fee according to schedule. Td?T,Plot'plali(g$dWiiig'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 the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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. Il`iav VA uG. (Signature of applicant or name,if a orporation) Mailing address of a plicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises I IgOo O (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section p i�73 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use d occupancy of proposed constructio a. Existing use and occupancy \ a,Ca �- �Gm� . 1'tuycx- ± geyraq+� b. Intended use and occupancy i v11 ^ 5{-oro 3. Nature of work(check which applicable):New Building V' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 Svc,49= Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units n1- 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. Smart•e hovse. 7. Dimensions of existing structures, if any:Front (,r( -1 Rear W I Depth 3o'-"I Height jra'-e Number of Stories I Dimensions of same structure with alterations or additions: Front _ Rear Depth Height Number of Stories I a 8. Dimensions of entire new construction:Front �o A v Rear Lep7 y Depth 'Lcxa -d Height Number of Stories l 9. Size of lot:Front �'" ,Sll Rear ���'.P�� Depth '6 11 .y5 10.Date of Purchase Name of Former Owner Shl nIN 2-o hcySle.�t 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO iZ 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO I I f1w a ILL14.Names of Owner of premises 11°U� rc 0Aev►CL %l r- Address G�►wgt ee V __Phone No.1r31I34--Live Name of Architect Q•f Address_P",hoL 4(-t�Phone No SI l0 4 1 Name of Contractor owner. Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO✓ * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C:PERMITS MAY BE REQUIRED- b. Is this property within 300 feet of a tidal wetland? * YES NO_AZ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 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. 18.Are there any covenants and restrictions with respect to this property? * YES NQ ✓ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_) "RA+A being duly sworn,deposes and says that(s)he is the applicant (Name of individ 1 signing contract)above named, (S)He is the YY1gY1l► (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 before me this day of 20 Notary Public Signature of Applicant �O�SOfFOI,��oGy BUILDING DEPARTMENT-Electrical Inspector H z TOWN OF SOUTHOLD "� • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # I %2 Date 60119 2022 Customer Name 11900 Q Electrician Name GJS •c Address j j 9 0n2_qGInjJ1 Cc.�C� vim, Phone e-mail e-mail q e- n . Cp Phone License# Size J'$O A Phase I Overhead Underground #of Meters 1 Remarks mew S40 0Oa—e— V jaV" , burl_ 1 Y���W #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 day a date above. Authorized by JUN 212022 U , BUILUIIV(i urr i. �apxr�r TOWN OF SOUTHOLD BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ^* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �d rogerr(ab-southoldtownny.gov — seand(cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION/ELECTRICIAN INFORMATION (All Information Required) Date: {o 'c)I a 1 Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 01 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 1900 Olen lLLL Address: CT( (? , k4.4 Cis Cross Street: ^ . Phone No.: BIdg.Permit#: 14S)3 3 email: Tax Map District: 1000 Section: Block: 3 Lot: S, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): new Square Footage: 00 Circle All That Apply: Is job ready for inspection?: ❑ YES NNO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size�,1 Ph❑3 Ph Size: S D A #Meters�_ Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service ReconnecttqUnderground❑Overhead #Underground Laterals 0 1 2 0 H Frame Pole Work done on Service? MY FIN Additional Information: PAYMENT DUE WITH APPLICATION �0$o �� r � )UN, � .1 '1Orl2 �}�iiLUIIVUVG'r I. ricz 'TOWN OF SOUTHOLD 1 ' BUILDING DEPARTMENT- Electrical Inspector, ;. TOWN OF SOUTHOLD , Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.4ov — seand(c�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII'Information Required) ., Date: ',C��- a Company Name: GJS,Electric, LLC Electrician's Name: Gary Sa.lice ` License No.: 4839ME Elec.,email:gary@nfay.com Elec., Phone No: 631-298-4545 .01 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: I goo Or2C L-LL Address: Cross Street: Phone No.: BIdg.Permit#: 14 3 3 email: Tax Map District: 1000 Section: Block: �j Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE_ (Please Print Clearly): Ir1C'w1 SIv;C`6��i'vni�'1 bld�_ tt SAC- Square Footage: CV Circle All That Apply: Is job ready for inspection?: ❑ YES tgNO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) Ph❑3 Ph Size: S O A #Meters Service SizeN1 Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnecti,Underground❑Overhead # Underground Laterals 1 2 -H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /U$Q i PERMIT 9 Address: Switches Outlets r G F I's ~� Surface Sconces HH's UC I-ts Jam . Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC4� AH ` Hood Service n � �A�mepps� Have .Used Special k ,. � 1L C4 Comments r ' 1 Dwyer, Nancy From: Cummings, Brian A. Sent: Friday, May 6, 2022 3:20 PM To: Dwyer, Nancy Subject: RE: Unit 2 Go Hi Nancy, All good to issue the low pitch roof amendments for solar panels as described below.Thank you for your patience. Brian Brian A. Cummings,Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631) 765-1938 From: Dwyer, Nancy _ Sent: Thursday, May 5, 2022 9:36 AM To: Cummings, Brian A. Subject: FW: Unit 2 Go Hi Brian, Just wondering if you saw this email I sent regarding Marty's mini storage facility? Hoping to get this amendment off of my desk and issued... Thanks, Nancy From: Dwyer, Nancy Sent: Monday,April 4, 2022 10:55 AM To: Cummings, Brian A. <brian.cummings@town.southold.ny.us> Subject: Unit 2 Go Good morning Brian, Marty Kosmynka dropped of plan amendments for changes he's proposing to his mini storage facility. The changes pertain to the building design and roof construction..footprint is the same, unit count is the same, project site is the same,the aesthetic is different-approval was for a pitched roof,these are now going to be mostly flat roof construction. Does this change require board review and approval? Or can I go ahead and issue the amendments to his permits? Let me know how to best approach this file. Thanks, Nancy ✓'Y�aytcy D7vyeY Building Permits Examiner Town of Southold Building Department i ICV0312022 13:13 ID:TAINA Customer Activity Report All Activity Include Test Signals UNIT 2 GO/Fire Customer I'D:63002688 10/03/2022 00:00:00 Thru 10/03/2022 23:59:59 [Customer's Local Time Zone] 63002688 UNIT 2 GO/Fire 11900 OREGON ROAD (631)734-2166 Cutchogue NY 11936 Date Day Time Log Description 10/03/2022 Mon 01:00:20 Periodic Test(System: 1 Area: 1) 01:00:40 Periodic Test(System: 1 Area: 1) 09:07:39 Temp On Test-Entered ID: 1116095-09:07 to 16:07,3 Oct-Whole Customer Reason:'On-test from BoldNet Mobile' 09:07:39 Temp On Test-Started ID: 1116095-09:07 to l&07,3 Oct-Whole Customer Reason:'On-test from BoldNet Mobile' 09:07:42 On Test Started'on Test Started[ID: 1116095,Whole System(On-test from BoldNet Mobile)]' 09:08-52 Notif Appince CKT#4(System: 1 Area: 1) 09:10:04 Sensor Trouble'BLDG 4 SOUTH HALL PULL STATION' 69:11:11 Restore'BLDG 4 SOUTH HALL PULL STATION' 09:14:01 Notif Appince CKT#4(System: 1 Area: 1) 09:14:03 Notf APPL CKT#4 Rest(System: 1 Area: 1) 09:14.07 Notf APPL CKT#4 Rest(System: 1 Area: 1) 09:14:33 Notif Appince CKT#4(System: I Area: 1) 09:14:35 Notif Appince CKT#4(System: 1'Area: 1) 09:14:38 Notf APPL CKT#4 Rest(System: 1 Area: 1) 09:14:42 Notf APPL CKT#4 Rest(System: I Area: 1) 09:27:24 Fire Pullstation'BLDG 4 SOUTH HALL PULL STATION' 09:29:06 Fire Smoke'BLDG 4 SOUTH HALL SMOKE' 09:28:39 Fire Smoke'BLDG 4 SOUTHEAST HALL SMOKE' 09:28:41 Fire Pullstation'BLDG 4 SOUTHEAST HALL PULL STATION' 09:29:34 Fire Smoke'BLDG 4 EAST HALL SMOKE' 09:30:06 Fire Pullstation'BLDG 4 EAST HALL PULL STATION' 09:31:62 Fire Smoke'BLDG 4 NORTHEAST HALL SMOKE' 09:31:04 Fire Pullstation'BLDG 4 NORTHEAST HALL PULL STATION' 09:32:04 Fire Smoke'BL-DG 4 NORTH HALL SMOKE 09.32:05 Fire Pullstation'BLDG 4 NORT14 HALL PULL STATION' 09:33:13 Fire Smoke Restore'BLDG 4 NORTH HALL SMOKE' 09:33:15 Fire Pullstat Restor'BLDG 4 SOUTH HALL PULL STATION' 09:33:16 Fire Pullstat Restor'BLDG 4 SOUTHEAST HALL PULL STATION' 09:33:20 Fire Pullstat Restor'BLDG 4 EAST HALL PULL STATION' 09:33:24 Fire PulIstat Restor'BLDG 4 NORTHEAST HALL PULL STATION' 09:33:27 Fire Pullstat Restor'BLDG 4 NORTH HALL PULL STATION' 09:33:31 Fire Smoke kestore'BL-DG 4 SOUTH HALL SMOKE' 09:33:34 Fire Smoke Restore'BLDG 4 SOUTHEAST HALL SMOKE' 09:33:37 Fire Smoke Restore'BLDG 4 EAST HALL SMOKE' 09:33:41 Fire Smoke Restore'BLDG 4 NORTHEAST HALL SMOKE' i i Customer Activity Report Page 1/1 SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue SB/L: 83-3-5.3 Scope of Work: Phase 2 - 4 new mini storage buildings. 3@ 12,000 ft2 1 @ 9,600 ft2 General: Const Type 2-B Occupancy- S-1 Occupant Load-24 Fire Protection: Non-Sprinklered No F/A No FE's on plan. Egress: (2) 36" exit doors provided- OK Exit signs/Emerg. Lighting provided Comments/ Concerns: Automatic sprinkler protection required. NY Fire Code 903.2.9 Condition 5. Automatic fire alarm system needed to monitor automatic sprinkler system. Provide fire extinguishers per NY Fire Code Section 906. Notes1 Page s�ssw DfEwa b B-'.3 n[ DiG ovanni j Associates E 7 >� G '+ �y,~ � IN i lei Architects VW r1r, G.B U D 26 Preston avenue sea cliffs ny 11579 (516) 671 - 3624 fax(516) 759-7138 i9 900 Oregon ,4 1G-ho �EGtSTER� OPN%D A,O 9 iC n2 1 ';A Z y rm 0 i6 i Gj Ir %r •� i I j , u ArY:7k-�� FORK REC �,:.•. .._. 5 5 1J E D t ? LANo N/f'OF„rlcAt M. FGOC3-G8�-133-01�.7 •� w. J ; ` tr /o00-dDS� (Co"rMCIAL 51TV yVATEi¢) - € r Poop.b'� � 46°24'5C" E 4i3.1q' 0 V CMAIH LIW v-WE a _... . ...___ ....._ ........_ ._....._....... ..�..Mw..... _......__....__. _, ,....a_M..__ . ...... .,.._r x 8'PVG PENCE • fs 4 CHAIN L tN RNA., # A i W 16 IL Y �,.,: Ex18rI1� 3Jb' - y tu' is 198.Oa' 1980a' ( r WATER W." z px / �s F' exls7lt+a 4j� S15TCMKY Ov1ELLN6 �v PROPOSED PROPOSE�1 INI STORY — /( J . .r.eL.e6.e F MINI STORAGE BUILDING � MINI STORAGE i�.fILDING6A, &ATt aNc.LP. II'bePo sf(d buildina) 114E>O sF (drJ I'ulldlrq) x x_ ....,. ' �� a� Occ 5-I,Gorst Class 5b -Tf el = 51.5 �.. -..... ,r` h = q cPK:HALc OGG S'I. Carst Class b ' f el = 5T.5 / rot (Y $ SLATE b PATIO 6AR� FILED UNDER 517RARATE APPLICATION FILE UNDER SEPARATE APPLICATION �tf• F, � � n GaN+![R514N toorri Y AV J' 16 3 I STpRY��i �} I FICA ITpH A Y y p 21 b' I6 X I j poly (Y PP..: u"+e#t SEfi �.✓w KA.i �x ,..s I x mmmmmp� KEYPA \\\\\\\\\�\I'\\y\�\\�{ O4 ` PROPOSED -S'N ASPHALT 01TIVt#AY 11 \ EUILIDING 4 I j �`., 4-4 �\ 3T __ - EUILDING 3 - — J � PROPOSED I STORY a h$' PROPOSED I STORY MINI 5TORACE BUILDIN�� � —....... _� -, x,Fza PROP. $ MINI STORAGE BLILDIVv 12,000 5; (dru t fig x X x brildlr ? KEyrAV sF (dr�bvldin�) 0p 5-I,G el 5i5 Ppop.PO5T 8 RAIL OGG Gp S-I,Const Glass 2b 1 el 57.5 Gas I / �LJ Ur $ " GATE = u, TO BE FILED UNDER SEPARATE APPLICATION \ ` 00 AN;. :GAPE -- r +( S AREA g aa 200 Cx3' .200 OD' �} 1 - 7 J r,T �' BUILDING 5 BUILDING j j ca F+ g " w PROPOSED I STORY PROPOSED I STORY j "} z x, PROR',SCREEN PLANTINfl3 MINI STORACC EUILDING fir. ` MINI STORAGE EiUILDING �_ �` �fi ,n: `_�` 12,000 sf (dry building 12,000 3f (dry bu(Idlrta} J n"' Ii� j OGs 5-I,Const Class 2b- FF el = 5,75 OGG 6 5-1,Gonst Glass 2b - I"�' el � 515 / t Z _ � ` p FILE UNDER 5EFARATE APPLICATION� N 4 °C3' G" yj 255.52' +'��'.+s' PENGe Z `', FILED UNDER SEPARATE APPLICATION � r��c ter.viil"L ti �h � coNcaaere � �w PGTAT®BARN C to / ® / LAND N/F Ce A-r FAR21 Ur, otS � rf7oo-o63»L�3-U05.2 tYZ "� •u- tp fGoMERGtAL 517EJ — i PROP.6' FENCE Q e N 46°05'00" W 5900.84 RREV 1 5 1 0 N 5 51 TE PLAN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SP- I of 401 PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE I°R05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51M AND SHALL BE RE5PONSIKE FOR FIELD FIT AND OJMT17Y OF WORK.NO ALLOWANCE SHALL 5E MADE BU I L P I NO C,00 C ANA L Y`5 I'E"- ON THE BEHALF OF THE CONTRACTOR FOR AW ERROR OR /0 NE6LECT ON HIS PART. Chapter 51 - Use 4 OCCuponcu G lossif ication 511 Storage Croup 5 Chapter 10 - Mears Df Egress 511-2 Moderate Hazard Storage Group 5-1 Table Maximum; Floor Area Allowance per Occupant 1004.5 500 5F/occupant - Warehouse Unit 2 \1s�Chapter 5 - Cereral Building Heist Aregs Table Egress w idth I _ 505 General Height Arco limitations 1005 027occuiaant - 5'-0" door = 180 occupants Table Allowable height � building areas Actual persons per 3'-0" door m l2 -� � Mini Storage 503 Type 215 = 1°7,500 sf and 5 stories 12 < I&O Thorefore OK Coxs SANE Actual Max building area = 12,000 sF and I sty Table Spaces with one mean of egress MULES RRY 5T. I � a 1.2,000 < 1-7,500 - Th^crefore OK 1006 occupancy group 5 = 2Q occupants maximum �} Actual occupants = 24 a 11900 Oregon Road Chapter 6 - TLoeS of Construction Therefore I means of egress reapired . 2 provided z GT L.JGATION 6022 Tupo 1 $ II - Non-Combustible Table Travel Distance � PROE CUtChOglle , NY Table 601 Fire Resistance Ratings 1001-12 200' max travel distance without a sprinkler system ` TuTHILL Type IIB - 0 hour, rating for all components Actual max travel distance = l00', Therefore 0K g ROA � Table 602 Fire Re istance ratir: nor exterior, walls based on fire Table Dead ends - 20 maximum if more than or:e exit is f IG separation distance g . 1020.4 required w fx.b /tl Type 115 construction renter than 50' separation No Dead Ends Corridors, Therefore OK Kin yp g r ,p �_ vRGE 5TE PLAN KEY t AAP l w 0 hour rasing rer.�,vired for 5-I occupar:,,y 5.2'-0" minimum separation provided, Therefore 0K Gha ter "7 - Fire Resistanc R P e at d Construction \f LAN P`-- — 705 Exterior walls -705.8 Allowable area of openings Shall not exceed values per `�•��� tablo "705.E, �115t20 y Chapter di - Eire Protections Sg5tem5 P A T E 103 'sprinkler 5y5terrs 0rnup 5- A5 NOTED ReoLuired if fire area exceeds 1.2,000sf 12,000 = 12,000, Therefore 0K - NO Sprinkler 5�stem 5 c ALP I OF 4 rewired r.RAwx BY .�''�g GHEUGED BY Do � !FII n DiGiovanni Associates Architects - 1 ! 26 preston avenue sea cliff, ny 11579 j I I I (516) 671 - 3624 fax(516) 759-7138 i I I I I IUI-1I© �EGIs Te o i 1 Pv�o A.o 0 I I ^ y D m TYPICAL 5L.A5 ON GRADE CON5T:, j 1 r �� y 1 b" - 4 000 PSI STONE 1 (CNr,RETE 1 � I N �) TOP OF SLAB ELEV.. -O'-0" O! FW Y vRi- � 1(1I ',r'EE-.. DETAIL 1f.A-6,•' I I I i ISSUED I ( I ! � I I I I � II A-b I ' II I II t I '200'-0ll FOt)NDAT" I CAN FLAN A-I PUIL.t71NC-� 4 I/Fa" = I'-p" LINE OF ASPHALT- PAVINO(PIT( AS SHOWN) ........... 7.0.5LAB EL. +0'-O° Q -bxb W21 x W2.q N H.F. GENERAL NOTES CONCRETE NOTES 5FECI,AL INSPECTIONS ASPHALT PAVING x x x x I. ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF ADJOINING LOTS AND SIDEWALKS, I. ALL CONCRETE WORK SHALL GpNFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE (AGI) 313-2p11. I. PRIOR TO BEGINNINO ANY WORK,THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED n PLACEMENT OF FOUNDATION CONCRETE ON 501L SUBs5R,ADE 15 SUBJECT TO SPECIAL INSPECTION 2 PROFESSIONAL ENGINEERT O WALL TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE INSPECTOR SHALL BE OUALIFIED _ n HAVINC�AN ULTIMATE COMPRESSIVE STRENGTH A5 L DESIGN FOR SHEETING $ BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL - ALL CONCRETE,EXCEPT AS SSIV SPECIFICALLY NOTED LISTED BELOW PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS AS REOUIRED BY NY5 EC. " INSPECTION d PAID BY THE CONTRACTOR. OVALIFICATION5 SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAfOE OF I MILLION DOLLARS AND A 2 RIGID INSUL. 1`007I1`40-5,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 51MILAR WORK. 2. PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT z ACCORDANCE WITH THE REOUIREMENT5 OF THE NYS BUILDING CODE: "BEFORE ANY WORK 15 -SLAB ON GROUND 400p P51 NORMAL WEIGHT 2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: � dd � #4 BARS a 12' O.G. COMMENCED ON AN ITEM OF CONSTRUCTION REOUIRINCG SPECIAL INSPECTION,ALL PERSONS A. CONCRETE CAST-IN-PLACE BG 1704.4 EACH WAY /EACH FACE RESPONSIBLE FOR OUCH SPECIAL IN5FEGTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 3. REINrOR(INO FOR RMWORCrr) CONCRETE ELEMENTS,UNLESS OTHERWI5E 5HOWN OR SPECIFIED,SHALL BE B. 501L - SITE PREPARATION BG 1104.1.1 411 �" HOURS PRIOR TO SUCH COMMENCEMENT." DEFORMED IN ACCORDANCE WITH ASTM-A615,GRADE bO AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. SOIL - INVE5TIGATION5(BORING/TE5T PITS) BG 17041.4 P51. D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BC 1704.Iq n 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNER5 IN 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUP'S SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A615, E. CONCRETE TEST CYLINDER5. Ez 1105.6 ACCORDANICE WITH THE NY5 BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE, A MINIMUM YIELD POINT OF 40,000 P51. F. CONCRETE DE51ON MIX BG I105.3 4 # BARD ISSUED UNLESS AND UNTIL AT LEAST FIVE DAY5 PRIOR WRITTEN NOTICE OF THE PERMIT 3. THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC INSPECTON5 ARE �_ 40 zo 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70000 Pal. NEEDED AND WHETHER HE OR SHE 5HOULD IN5PCGT THE SITE PERSONALLY OR SEND A PER50N UNDER HIS OR HER m CONT. (TYP) APPLICATION SHALL HAVE BE�::N GIJEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING f LOTS,EVILDIN65 AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6 MINIMUM REINFORCEMENT PROTECTION,UNLE55 OTHERWI5E SHOWN,SHALL BE 3/4" FOR SLABS AND INTERIOR DIRECT 5UPERV1510N. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-1/2" FOR BEAMS AND GIRDERS,2" FOR EXTERIOR FACES OF WALLS,3" FOR F-OCTIN55 AND 4. THE 5PECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LOG IN H15 OR HER OFFICE WHICH INCLUDES THE 1'-4" MIN. OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY 0WNER5 IN PRELIMINARY TEST(PER NYCBC) HAVE BEEN MADE AND APPROVED. W ADDRESS OF THE PREMISES,JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 7. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION (II) DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMISSIONER BEf-ORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS ,JOINTS;SUCH AS DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN A. NAMES OF PERSONNEL YVHO INSPECTED THE SITE,AND PEEN ISSUED. REIN""ORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXP05E AGGREGATE FOR B ANY 510NIFI(ANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE FOLLOWING: �� //����,, I�I I CHEMICAL BOND. WET THOROUGHLY AND 5LU`5H JOINT WITH 1:2 MORTAR, 1/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE, CONTRACT DOCUMENTS. 5EC T I CAN L�".+' EXTERIOR V4AL L.. 5. ALL WORK PERFORMED IN COVNEGTION WITH SHEETING, BRACING,EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. .2) ANTICIPATED FIELD CONDITIONS; � THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,REOULATION5 OF THE 3) PROPER EXECUTION OF THE WORK; A-I NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. A. ALL OPENINGS IN FOUNDATION WALLS,UNLE55 OTHERWISE 5HOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRACTICE; fa' V 15 I C1 N 5 SIDES AND SHALL EXTEND.2'-b" BEYOND EDGE5 OF OPENINGS 5) SAFE JOB-51TE CONDITIONS; 6. PRIOR TO COMMENCEMENT OF MA55 EXCAVATION, THE ADJOINING PROPERTIES, AND STREETS 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONIDI7ION5 IF WORK 15 STOPPED FOR ANY THESE PLANS ARE AN IN5TRXNT OF SERVICE AND ARE THE SHALL BE VISUALLY 5URVEYD BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT q. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, REASON. PROPERTY OF THE ARCHITECT. INFRINIGEMENTS WILL BE MONITORIN5 POINTS TO BE MEA50RED DURING CONSTRUCTION FOR THE PURPOSES OF SLEEVES:OPENINGS, INSERTS, ETC.AS REQUIRED FOR A CONCRETE JOP. LOCATION OF 5LEEVE-5 AND OPENINGS ' a . (ill) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPEGI,AL INSPECTION ENGINEER PROOf"GUTED. DETERMINING CON5TRUCTIOn N-RELATED EFFECTS. REPORT WITH PHOTOGRAPHS SHALL BE NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER OCCURRING OFF-51TE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PREWN5TRUCTION DAMAGE CONDITION 10. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER ACI CODE. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SURVEY OF THE, ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HIS OR HER DIMENSIONS AND SHALL BE RE5PON51BLE FOR FIELD FIT TWO COPIES SHALL 5E FURNISHED TO THE OWNER'S REPRESENTATIVE. IL ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION AND GJMTITY OF WORK.NO ALLOWANCE 5HIALL BE MADE (LATEST EDITION). SITE. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 1, ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 1 1/2" 5LA5 RECE55 a 0. . NEGLECT ON HIS PART. OTHER,SUITABLE METHODS. 015POSAL OF WATER SHALL BE MADE OUT OF THE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH GR51 "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). TO THE DEPARTMENT OF BUILDINC75 AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES DOOR5 (5EE PLAN - TYPO EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION,THE ELEVATION OF THE 9 vPvN Q �nU iT�F TIIF DEPAPTV_krr OF RI?II YTIAIr G T1lF =r,-IAl 1MAPGP rjo$ FAQ-Mr-PQ�W AFL MAKE At All AM] l= 13. 5LUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE I5 U^ED. THE """ " '- ""' " ' `" "-"'w' WATEF:LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED "� DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT O�If�31NG5 ---I O'3LAf�EL +(J'°-U!` Go SO ASTO PREVENT DISTRESS TO ADJOINING STRIYTURE5 SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4".THE 5LUMP OF CONCRETE CONTAINING A HIGH LINE OF ASPHALT q I/4" rl1t RANGEWATER-REDUCING ADMIXTURE SHALL NOT EXCEED8". PAVINO (PITCH ASHOWN) . 8. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE OUBGRADE _ bxb W2.q x W2.a W.W.F. 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT OH.ALL BE BETWEEN 4 AND 8 PERCENT. � (�OF TH!= EXCAVATION, ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENTC Mini Storn e OF EACH SHIFT,TO ASSURE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORK 15. COARSE AG'.3REGATE SIZE SHALL EE NO. 57 OR LARGER. CONTRACTOR SHALL aUBMIT MIX DESIGNS FOR REVIEW PIT BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRrTC MIX DESIGN SHALL INCLUDE ASPHALT PAVING WITHIN ANY EXCAVATED AREA. ALL STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL - x x x x Cs BATCH OR FIELD EXPERIENCE METHOD. _.. ..- bxb W2A x W2.1 W.W.F (UON) q, THE CONTRACTOR SHALL PROVDE ANY TEMPORARY EXCAVATION R-5TRAINT 16. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THICKNESS SHOWN ON THE DRAWINGS ON VAPOR T.O. WALL d 1 900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER. , SLAB 1 S GRADE SYSTEM 15 TO BE UTILIZED,T4E DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR 17, VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNE-55 OF b MILS(005),FREE OF 4,DOO P51 STONE CONCRETE 2" RIGID INOUL. Cutchogue , NY REVIEW AND APPROVAL BY rHE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROU5 FILLING ACCORDANCE WITH MANUFACTURERS REOAREMENTS. ALL JOINTS SHALL BE LAPPED 12"AND TAPED. 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE 5050RADE CONDITIONS PRIOR 18,. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL SLAB5 ON GROUND.COMPACT(IF REQUIRED) FILL TO ' a a - n #4 BARS ce 12"O.G. ' TO START OF WORK, THESE DRAWINGS DISCOUNT UNDERGROUND WATER CONDITIONS 15%OF MAXIMUM DENSITY IN CONFORMANCE TO ASTM D1557-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE 1� irR. � Y�. �ter'""- �-?'� � EACH WAY /EACH FACE �' ."� ✓t ' (PER F'EaX-5T OF OWNERS),LIPON COMPLETION OF EXCAVATION. PARTICLES,FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE SIZE '` J P"` ' i ✓.a 1 '1 � r FOUNDATION rr •3 ,: l � �, ra` i ,� 4 4 SHALL BE 2 IO r TO 00%BY WEIGHT RETAINED ON THE, #10 SIEVE,LESS THAN 4O°� BY WEIGHT PA551NCa THE �" '. 1 - - �w l ry � e, r ; �I I I-� I �- �-��� � � � �=1 11=� I �_�_�� �- £ No.bG SIEVE,AND NOT MORE THAN 10 WEIGHT PA�51N17 THE Nra.2OO SIEVE. _III-I I-III-III- =I _III- I-I I I_I I- n � �I ¢ FOLNI]AT ON NOTES lgfi MAXIMUM OU'T51DE DIAMETER OF PIPE OR CONDUIT PLACED IN 5LAB5 ON GROUND 5HALL BE LIMITED TO I- - - - - �{ G# I. ALL FOOTINGS ARE TO REST ON SOIL WAVING A MIN.SAFE BEARING CAPACITY Of"2 TANS PER SCCtUARE FOOT, DETAILS ONE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE ONE-THIRD THE THICKNESS OF THE SLAB. ° "(3) #5 BARS � 2. ISOLATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREAaED IN 20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT INSERTS. b MIL POLY V.B. i a C-ONT. (TYP) HEIGF�T,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY IS FOUND AT A LOWERI �] OR HIGHER ELEVATION THAN SHOWN ON THE PLANS. CRUSHED STONE BASEll / a 3. BA(KI`ILLIN0 AGAINST FOUNDATION WALLS SHALL NOT BE DONE, UNTIL CONCRETE HAS ATTAINED SUFFICIENT COMPACTED SOIL I-4 MIN. STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. P A T E Aml 4. EDGE5 OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TO 2(HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. A5 NOTED' 5. THE GONTR46TOR SHALL r SAFEGUARD AND PROTECT ALL EXCAVATIONS. 6. THE DE -N OF THE FOUNDATION 15 2 OF 4 . BASED ON SOIL INVESTIGATION. TY`F'I SAL SL.AB pETA I L A U� ��GT I C,�N c� i�Dl�l�`1,1�' DOOR C}RAyyN BY JVB DD Al� 0 JV I I„0A x E�'-O II PP�ND.ANT MOL�ITED T, D i l i ova n n i ter` Bi:L5 LLD FIXTL"RL 6 Ib11 0/C MAX. ON a MOTION SENSOR OPERATION. I Associates i Ijl r (r. ) - � -� II I Jr I Inl 1 I.wl t1 ` Cl) u Architects ea tsI �I I� wl-nil a rtl II I 11 i11.f" a II n 26 preston avenue 1 I I I ill sea cliff, ny 11579 (516) 671 - 3624 I fax(516) 759-7138 -Ho GIs I' � ill 1 li li �,g D �� C) ° �'-� GGtM5INATIC3N LLI? EX!71 q 2 /�` I f II �.-,1 II T f /— f II r I - ii /r i ;I ;' 1 i I LMLR✓ENvY LIO-HT w!tf • ' `� � � -� -� ' - � '' -, � I /�, �, I r f—�, ; ; f—, III i--i ,--., ' ! �" � BATTERY BACK UP 0 8� l I "'YP ti �EM'"x771 `I I:ci. 1 5 5 U E D �x �.� j;l .� il' � � h� it � II'� /�, � r`.� II! II! f ins II j 1 y all f f 2 iil `� f j lam/ illy 2 S f II t I �1 d 1 i is 1 li I �i I EMERGENCY LED ii II ! j LIGHT W/ BATTERY I� 1 BACKUP(TYP) I 1 I I II 11 I II I II II I II I- II I A I II I- II I II 1 A 1„ II !.'l l-OII I II I 11 I II i1 i it I I LL II ri I, j 1 I II l� I ill 2001_01, FIRST FLOOR PLAN PAINTED METAL PANELS PAINTED METAL SIDING j ON GALV. METAL STUDS OVER METAL STUDS, W/ it 1 SIDE ONLY (FINISH R-13 BATT. INSUL1 OALV. CORRIDOR SIC ) TO 10'„0" METAL PANELS a INTERIOR TO PROVIDE BURGLAR BARS/ 10'-0" AFF a 8" O.G. TO CLG ABOVE �`� � ROD>�" GON�TRUGTICN: METAL STANDING SEAM ROOFING ON 3" x 0 3"RAKE ANGLES OVER 7" PURLIN5 a 5'-0" D.C. ATTACHED TO 3�12" x 2" x 12 go P05T5 a 51„0" o/G BUCLAR BARS E" o/G (TYP EXTERIOR NALL C.0N5TRUC TlQN: 3 N�'""1� LL T""'(r`t�ES, from TO PARTITION PANELS To \ METAL SIDING OVER 31" x 2" 16 go a 24" A-2 NT5 CEILING) ACOUSTIC TILE CEILING IN O/G with 3 z BATT INSULATION and 51IJ5PEN510N SY5TEM with R-38 BATT GALVALUM PANEL INTERIOR TO 10'-0" a-'F INSULATION(TYF) -- '-�_ INTERIOR PARTITION CQN:5TRUCTION: GALALUM PANELS OVER 3" x 3" ANGLES /f 12 -- y 12 FOUNDATION 60N5TRXTI0N: V FOUNDATION WALLS with #4 BAR5 a 12" o% ew ON 11„4A 4 _~' 4 CONCRETE FOOTIN-6 WITH(3) #5 5 bottom TO 4'-0" MIN. GLA55 ms BELOW 6R.ADE d b" CONCRETE 51LAS W/2.� x 2.1 WWM ON VISION PANEL `— b# MIL. VAPOR BARRIER ` - REV1510N5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE TO PLATE EL. +IZ'-0" �` Rttp THE ARCHITECT. INFRINGEMENTS WILL BE TYFE A TYPE E3 -- ECONM44TOR SHALL VERIFY ALL FIELD CONDITIONS AND —„ DIMENSION'S AND SHALL BE RESPONSIBLE FOR FIELD PIT AND a)MTITY OF WORK.NO ALLOYJAXE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR � vri NEGLECT ON HIS PART. 1 A-2 K3 �`y Q Unit 2 Go %3 Harllor-/Poor Note: - Mini Storage Type I - Interior roll up -22 gauge corrugated galvanized steel with slide lock,padlock pravi511on5 and two lift handles. Polypropylene weer strip,l8 gauge galvanized guides, 12 gauge support brackets and spring tensioner with extruded alurnhuml bottom bar and weatherstripping.(color as selected)} TO Iwt FLOOR SLAB Q Oregon Read Type 2 - Provide levered hardware - entry with key only,Inside always unlocked. DATUM EL. +0'-0" �T Type 3 - Insulated exterior roll 22 e corrugated galvanized steel will slide lock, lock ovlslons aril two llft _ — — — — — — — — — — — — — — — — — — _•. . ..: U Ue 1�1 yP up 9�'9 g Pad pr - I -II_I-ilk- 1Tf — - - - - - - - - - - - - - - - - - - _ _ _ — - - - — - -- — - - - - - — - - — — - — - - - - - - - - - - - - - - - - - - - - - - - - - - tca Y l — — — — — — — — — — — — — — HM — = — — — — — — — — — — _ _ _ _ handles. 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BUIL©INS 4 I/4" = I'-C3" C,A L E 3 CIF 4 CHECKED 811" D� METAL ROOFiNS (TY°'.;' f 1 i.< VJ+EgT E i "' !r 4'-0' X 4' 0" WINO'ON 12 5 I N Associates CR 1AN• :TYF, Ar 5ELE:GTED I� jJ s IN METAL FR*C1 IZ G'i Architects ■ n�+ METAL 5TANC AND!NO SEAM I iT'`P. ALL SIDES): A ch its cts - ! I RGOFI NG (TYP., 0 u I' � I O.H.� 4 !I--- !; —i 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 I ! I I I ! ! I �I G1S E .... ....... I T � E R _ F !. _ -�-- � .._ ,,.'.._L.. III.._1 ._ !. .L f 1...!... I ...�.. _._.._. I P� m V,ETAL LEADERS R5 (TYP.i Y00 5UTTE :I I�� 1=��.�oR --- METAL ROLL UP DO^R5 ' L PACK LIGHT METAL SID!NG (TYP)-- (TYP.) M XTiRES (TYP) SOUTH H ELEVATION ATION METAL ROOFING(TYP.) l2 12 WEATHER VANE (TYP.) - 12 4'-0" X 4'-0" WINDOW 12 12 �'' 12 A5 5ELEGTE-D 12 IN METAL FRAME 12 ' METAL 5TANDK5 a-EAM (T"'P. ALL 51DE5) ROOFIN5(TYP.) SIII' O.H. Ell �........................._...........,_........_........ + _ "HT 1-1 f[H]MI MUH1111 FITITIT TIIH �1 �['Tll 1� Tm -H �1 1A 1� A _ 11-11T"1111 _ _... _µ _......_.. ........-.......____............__..._................_....____....._ ...: . - To PLATE EL. l2 0 j J1 N'ETAL LEADERS d Cd)TTER5(TYP.) - - TO Ist FLOOR DATUM EL. +0'-0" METAL ROLL LF DOOR5 WALL PAC* LIGHT METAL SIDING (TYP)- - (TYP.) FIXTURE-5 (T(P) NORTH ELEVATION R E V 1 5 1 4 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE METAL ROOFING(TYP) METAL ROOFING(TYP) PROSECUTED. r'✓w N CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND WEATHER VANE (TYPu�-�� 12 , 4.011 X 4'-O" WINDOW WEATHER VANE (TYPJ 12 4'-0" X 4'-0" WINDOW DIMIENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT A5 SELECTED 12 J IN METAL FRAME A5 SELECTED 12 IN METAL FRAME AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE � (TYP. ALL SIDES) � ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR P�" _ 8" b' G (TYP. ALL SIDES) NEGLECT ON HIS PART. O.H. I O.H. O.H. J `� O.H. _ METAL 5IDING(TYF') �JT_1� LED WALL -� METAL SIDING(TYP) LED WALL _ - �'- li (�✓� PACK LIGHTING - ~'�- PACK LIGHTING FIXTUREFIXTURE (TYP) • (TYP) c ---' - 4 �'--' ___ �1�1I1� ► tOr r = TO PLATE ' Lai = To PLATE IHI _1�'` 11900 Oregon Road Cutchogue , NY o t ° TO 1st FLOOR !D TO Ist FLOOR DATUM DATUM BU I Lj� �I/�1�' I `�/ 4 EL.+G'-G" L VAfilON5 �l15I2Q EAST ELEVATION 4 NE T ELEVATION PATE A5 NQT A-3 11V1 11-011 A-3 I/8" = 11-0'° ED SCAL E 4 OF 4 URANtN E3Y ~I+ c+cv sY RD ClieckBox:After Reading: I;the undersigned,understand that the issuance of a permit for the type.which is:he�eiii applied for isliased'pn We agreeinenfto confotm_to all regulations'and requiiements.I further understand4hat non-compliance,of said"requirements;by my,'self or'any:office I ..>... employee,ot_the fqm,orindividual listed as.the applicant on this form,shall because for revocation of said permit:Upou.revo""catioaof said!pefvtit,'the;r::=,;. applicant:or,auy employee of the,applicant shall be prohibited to conduct such work for which this.permit was issued.The`r`eissuance'of a permit shall:be, tiased'upogreview:ofl&circumstances'leading to the revocation.,Any false statement(s)made herein are punishable.as a Class'A misdemeanor pursuant tq,' co p'210.45of tl e•Perial!Law . Application Submitted By(print name): (� A L�cJ Xuthorized Agent ❑Owner Company(if applicable): me Applicant Signature: Date: Z( Z 7— FIRE PR TECTION SYSTEM ERMI APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. rP APR 2 2 2022 LU BUILDING umP i TOWN OF SOUT1 &[) FOR OFFICE USE ONLY - Amount•Paid•. Check No.: 70� FM: Permit No.: Date: Exp.Date- 2 e 9 ��j32 5l3 3 Section 9: Power Supply Calculations 9.1 Overview This section contains instructions and tables for calculating power supply currents in alarm and standby conditions.This is a four-step process,consisting of the following: 1. Calculating the total amount of AC branch circuit current required to operate the system 2. Calculating the worst-case system current load on the control panel,when primary(AC)power is applied,to assure that the limit of the its internal power supply will not be exceeded.This considers the fire alarm condition only. 3. Calculating the total current load on the batteries(secondary power source)in the event of an AC power loss.This considers both standby and fire alarm conditions. 4. Calculating the size of the batteries required to support the system if AC power loss occurs,based on the total battery current load, plus a regulatory agency mandated derating factor. 9.2 Calculating the AC Branch Circuit The control panel requires connection to a separate,dedicated AC branch circuit,which must be labeled FIRE ALARM.This branch circuit must connect to the line side of the main power feed of the protected premises.No other non-fire alarm equipment may be pow- ered from the fire alarm branch circuit.The branch circuit wire must run continuously,without any disconnect devices,from the power source to the control panel.Overcurrent protection for this circuit must comply with Article 760 of the National Electrical Codes as well as local codes.Use 14 AWG(2.00 mm2)wire with 600 volt insulation for this branch circuit. Use Table 9.1,to determine the total amount of current,in AC amperes(A),that must be supplied to the system. Device Type Number of Current Draw Total Current per Devices (AC amps) Device ES-20OX 1 X 3.25 = CHG-75 [ ] X 2.05 = CHG-120F [ ] X 2.00 = [ ] X [ ] _ Sum Column for AC Branch Current Required = Table 9.1 AC Branch Circuit Requirements 9.3 Calculating the System Current Load 9.3.1 Overview The control panel's internal power supply must support all connected devices while primary(AC)power is applied.The continuous sys- tem current load is highest during a fire alarm condition.To calculate the fire alarm load on the internal power supply,use Calculation Column 1 in Table 9.3 on page 129. The secondary power source(batteries)must be able to power the system under both standby and fire alarm conditions upon loss of pri- mary(AC)power.To calculate the fire alarm load on the secondary power source,use Calculation Column 2 in Table 9.3 on page 129. To calculate the standby load on the secondary power source,use Calculation Column 3 in Table 9.3 on page 129. All currents are given in amperes(A).Table 9.2 shows how to convert milliamperes and microamperes to full amperes. To convert... Multiply Example Milliamperes(mA)to mA x 0.001 3 mA x 0.001=0.003A amperes(A) Microamperes(NA)to NAx 0.000001 300 pA x 0.000001=0.0003 A amperes(A) Table 9.2 Converting to Full Amperes 9.3.2 How to Calculate System Current Load Use Table 9.3 on page 129 to calculate current load as follows: 1. Enter the quantity of devices in all three columns. 2. Enter the current draw where required.Refer to the Device Compatibility Document and SWIFT Manual for compatible devices and their current draw. 3. Calculate the current draws for each inall columns. 4. Sum the currents for each column.This is the total load. 5. Verify that the total from Column I is less than or equal to the value specified in the note. 6. Copy the totals from Column 2 and Column 3 to Table 9.4 on page 130. Table 9.3 contains columns for calculating current load.For each column,calculate the current and enter the total(in amperes)in the bot- tom row.When finished,copy the totals from Calculation Column 2 and Calculation Column 3 to Table 9.4 on page 130.For maximum output current available per circuit and per panel,refer to Section 1.2,"Specifications",on page 14. 128 ES-200X Series Manual-P/N LS 10131-000FL-E:C 7/25/2018 Calculating the System Current Load Power Supply Calculations Calculation Column 1 Calculation Column 2 Calculation Column 3 Device Type Primary(AC)Power Source Secondary(Battery)Power Source Secondary(Battery)Power Source Fire Alarm Current(amps) Fire Alarm Current(amps) Standby Current(amps) Qty X[current draw]= Total Qty X[current draw]= Total Qty X[current draw]= Total Main Circuit Board' 1 X[0.257]= 1 X[0.141]= IPOTS-COM Communicator [ ] X[0.0411= [ ] X[0.041]= [ ] X[0.0401= CELL-MOD/CAB-FL [ ] X(0.100]= OjW [ 1 J X10.1001= 0, 1100 [ ( 1 X[0.055]= 0.C7a,j PWRMOD24 N/A [ ] X[0.0081= [ ] X[0.007]= ANN-80 [ f ] X[0.0401= 0.o 40 [ ' 1 X[0.040]= 0,C)qo ( I ] X[0.015]= 0 Jj ANN-100 [ ] X[0.025]= [ ] X[0.025]= [ ] X[0.020]= ANN-(R)LED [ 1 X[0.068]= [ ] X[0.068]= [ ] X[0.028]= ANWRLY [ ] X[0.075]= [ ] X[0.075]= [ ] X[0.015]= ANN-I/0 [ ] X[0.200]= [ ] X[0.200]= [ ] X[0.0351= ANNS/PG [ ] X[0.045]= [ 1 X[0.045]= ( ] X[0.045]= ECC-FFT N/A [ I X[0.230]= [ ] X[0.120]= 4XTMF [ ] X[0.011]2= [ ] X[0.011]= [ ] X[0.005]= 4-wire Detector Heads [ 1 X[ 1= [ ] X[ ]3= [ ] X[ 1= Power Supervision Relays° [ ] X[0.025]= [ 1 X[0.025]= [ 1 X[0.025]= CP350,CP355 [ 1 X[0.000301= SD350,SD355,SD365 [ 1 XI0.00030]= SD355CO [ ] X[0.00030]= SD350T,SD355T,SD365T [ ] X[0.00030]= AD350,AD355 [ 1 X[0.00030]= H350,H355,H365 I 1 X[0.00030]= (7� H350R,H355R,H365R [ 1 X[0.00030]= H355HT,H365HT [ ] X[0.00030]= D350P,D350PL [ 1 X[0.00030]= D350RP,D350RPL [ ] X[0.00030]= 6501611, B50113H [ 1 X[0.001]= B224RB Relay Base [ l XI0.00050]= B224BI Isolator Base [ 1 XI0.000451= maximum alarm draw maximum alarm draw MMF-300 for all devices= 0.400 for all devices= 0.400 [ ] X[0.00040J= MMF-300-10 [ ] XI0.00350]= MDF-300 [ 1 X[0.00075]= MMF-301 [ ] X[0.000375]= MMF-302 [ 1 X[0.000271= MMF-302-6 [ ] X[0.00200]= BG-12LX [ l X[0.00030]= CMF-300 [ ] X[0.000391= CMF-300-6 [ ] X[0.00225]= CRF-300 [ 1 X[0.00027]= CRF-30M [ ] X[0.00145]= 1300 [ ] X[O.00040]= ISO-6 [ ] X[0.00045]= W-GATE [ ] X[0.040]or[0.024]6 NAC#1 [ t 1 I>.I WX1 X 1= O [ 1 X[ ]_ NAC#2 [ 1 ] LOX[ 1= ® [ 1 X[ 1= NAC#37 [ *-+ X[ ]= I 1 X[ 1= NAC#47 [ 't 1 x[ 1= [ ] X1 1= FCPS(remote sync) [ 1 X[0.021= 0.0 Z [ ] X[0.0217]= ,a$, , Current Draw from T133 [ ] [ 1= [ 1 [ 1= I I 1 [ 1= Sum each column for totals AC Powered, Battery Powered, // Battery Powered, Fire Alarm Load 8= ' + Fire Alarm Load 9=Q Ea 9 Standby Load 10= Table 9.3 System Current Load Calculations 1 Main board with display only. 2 If using the Reverse Polarity Alarm output,add 0.005 amps;if using the Reverse Polarity Trouble output,add another 0.005 3 Refer to the Device Compatibility Document for standby current. Z_ 4 Must use compatible listed Power Supervision Relay. 5 Maximum alarm current for each sounder base is 0.015 amps which must be supplied by aux.24VDC source. 6 When powered by an external source,use 0.040A.When powered by the SLC,use 0.024A. 7 If using Gentex brand NACs,the max number of devices for each NAC output is 35.The"UL Max"current rating,published in their data sheets,must be used in order to maintain performance under low battery conditions with the maximum wire resistances shown in Table D.2 on page 144. ,_- 8 Total Alann current load cannot exceed 3.0 amps or 6.0 amps only when the PWRMOD24 option module Is installed. _YQ t- 0 9 When AC power is initially applied to the panel and the battery is not fully charged,an initial charge current of up to 5.3 amps maybe observed at the I W battery This high current is only applied fr a very short duration(milliseconds)and does not affect system load or battery size calculations. 10 Total Standby current load cannot exceed 2.25 amps. ES-200X Series Manual-P/N LS 10131-OOOFL-E:C 7/25/2018 129 q a Power Supply Calculations Calculating the Battery Size 9.4 Calculating the Battery Size Use Table 9.4 to calculate the total Standby and Alarm load in ampere hours(AH).This total load determines the battery size(in AH), required to support the system upon loss of primary(AC)power.Complete Table 9.4 as follows: 1. Enter the totals from Table 9.3 on page 129,Calculation Columns 2 and 3 where shown 2. Enter the NFPA Standby and Alarm times(refer to`NFPA Requirements'below) 3. Calculate the ampere hours for Standby and Alarm,then sum the Standby and Alarm ampere hours 4. Multiply the sum by the derating factor of 1.2 to calculate the proper battery size(in AH) 5. Write the ampere hour requirements on the Protected Premises label located inside the cabinet door Total Standby Load,Battery Powered Required Standby Time (from Table 9.3 Calculation Column 3) (24 hours) I j 33 XI 7—Y 1 =7034 AH Total Fire Alarm Load,Battery Powered Required Alarm Time (from Table 9.3 Calculation Column 2) (for 5 min.,enter 0.084, [ rr for 10 min.,enter 0.168) S �hi X 1 L I AH Sum of Standby and Alarm Ampere Hours AH Multiply by the Derating Factor X 1.2 Battery Size,Total Ampere Hours Required = 1 p,;,s AH Table 9.4 Total Secondary Power Requirements at 24 VDC 9.4.1 NFPA Battery Requirements NFPA 72 Local,Proprietary,Central,Auxiliary and Remote Fire Alarm Systems require 24 hours of standby power followed by 5 min- utes in alarm 9.4.2 Selecting and Locating Batteries Select sealed lead acid batteries that meet or exceed the total ampere hours calculated in Table 9.4.The control panel can charge batter- ies in the 7 AH to 18 AH range.The control panel cabinet is capable of housing batteries up to 18 AH.Batteries larger than 18 AH require a UL listed external battery charger and cabinet such as the BB-26,BB-55F or other UL listed external battery cabinet. A-P 130 ES-200X Series Manual—P/N LS 10131-OOOFL-E:C 7/25/2018 Fire Alarm System Alteration Statement of Work Type of System: Conventional Addressable_ Fire Prevention Alteration Permit# Number of Devices affected: New. Relocated Deleted j Present Battery Capabilities: Sufficient for Alterations Changed New Zones Or _� (Submit Calc's) NACS Installed? Device Make/Model (� (� / G ���� (submit cut sheets) �Q�� �� Area/Room effect: (Number&Change) (ie,Stockroom f4o QSL L-C— 2 Smokes Added) BriefBrief Spry. C {� t�-PSpioj Signature off Applicant EMAIL ,C P P L t ► C-v F 4 c b Fire Alarm System Alteration Statement of Work Type of System: Conventional Addressable _k_ Fire Pr— eve Alteration Permit# Number of Devices affected: Ne Relocated Deleted j Present Battery Capabilities: Sufficient for Alterations I Changed New Zones Or (Submit Calc's) NACS Installed? Device Make/Model PO L't.— (submit cut sheets) -f01 k _ J Area/Room effect: (Number&Change) (ie,Stockroom A 0 e H o 0, 7e (�I 2 Smokes Added) -VII Brief S immary, �=X(J TI03 r-.4- Signature off Applicant EMAIL � At cop 9. • 4 T xfy ...... UNIQUE ID f NUMBER - '-- -_-;. = ---- --- - - -- l7rt1G{�C184{72 .Stu�c vl'Neir Yc�rk . I FOR OFFICE USE ONLY Depa,-t»7ejit of Statc Control t�. UIV[SIUN OF LING SERVICES NO. `'f^ 6 -1 � bh PURSUANT TO THE PROVISIICNS OF AR1 CLE I GENERAL BUSINESS LAW AS I T RE6 AT ES � EFFECTIVE DATE � I �D �1F I�i-I)` OF INSTALLING, SERVICING, 4? II~fE BUSINESS MO. DAY YR. I OR FIRE ALARM? SYSTEf`1S. OR MAINTATNIN SF..CLIPITY I1 241 2C F� f' ALL. STAR ELE y 1 NC9 EXPIRATION DATE 602 WH I SK E� RAJ y,a 'El.�p rv. a MO. DAY YR. R 1DGE, NY it I23 I22 F� HAS BEEN DULY LICENSED TO ENGAGE i QF INSTALLING, SERVICINg, OR MAI.NTAININGBISII}JES� :.� OR FIRE ALARM SYSTEMS SECURITY .a QUALIFIER: TaLBOT R I CHARD In YUirooss Whereof.Tho Uepadment of State has caused ils oflicial seat to pe hereunto affixed, ROSSANA R©SADO g-L-� SECRETARY OF STATE . I • r R '� C O C E 1D NUMBER UNIQU 02 State ---�� ::<: i DGDDDa� o f New York, � '` FOR OFFICE USE 'ONLY Depart7lient of State Control DIVISION OF LICENSINGERVICES N.O. 1526666 PURSUANT TO THE P ROVISIONS OF a RTlc.LE �b3 E 1 GENERAL BUSINESS LAW AS EFFECTIVE DATE OF INSTALLING, i IT RELATES Tp p4E 13UcjiNES6`:... SER J 111�tG MO. DAY YR. i OR FIRE ALARM SYSTEMS. OR ��iAINTA'#Ir IN'G' SEC-U§I`T'Y ' 1 Z I 24 I 20 r— EXRIRAT'ION DATE; ALL STAR ELECTRONIC SYSTEMS IN 1 602 WHISKE RD MO. DAY + yR ' i RIDGE, NY 1196, II I� IGc°� � i i - I I i - i HAS BEEN DULY LICENSED TO ENiIGAGE '•:`: OF INSTALLING, SE �gCIA1G. OR kit THE BUSINESS OR FIRE ALARM SYSTEMS MAINTAINING SECURITY QUALIFIER: TALBOT R I CHARD F in wtinass whereof,The Departrrtent of State has caused its official seal to bo hereunto affixed. DOS-1098(Rcv.3101) RDSSWgA ROSA D r:i----- SECRETARY OF S1 A TE 'IF10 415 713Z Xl JP& ioYLY S DF-60957:C Es-Zoox � Rre.Ll-reWarms Intelligent Addressable FACP with Communicator by Honeywell Addressabie Fire Alarm Control Panels General The ES-20OX is the latest Intelligent addressable Fire Alarm Control Panel(FACP)from Fire-Lite Alarms and is a direct replacement for the MS-92000DLS.The ES-20OX comes with a pre-installed com- municator and supports up to 198 addressable devices(99 detec- tors and 99 modules).With an extensive list of powerful features,the ES-200X programs just like Fire-Lite's other addressable products, yet fits into applications previously served only by conventional pan- els. The pre-installed IPOTS-COM is a dual technology(POTS and IP) _ communicator.The POTS transmits system status(alarms,troubles, a AC loss,etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines.Although not required,the second- ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download utility.Programming databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB port also allows for the download or upload of the entire program,history file,walk-test data,current status and system volt- Alarm verification selection per detector point ages by means of a USB flash drive. Maintenance alert warns when smoke detector dust accumula- The power supply and all electronics are contained on a circuit tion is excessive board supported on a new quick install chassis and housed in a One-person audible or silent walk test with walk-test log and Metal cabinet. Available accessories include local and remote printout upload/download software,remote annunciators,and reverse polar- System alarm verification selection per detector point ity/city box transmitter•(4XTMF). PAS(Positive Alarm Sequence)and Pre-signal per point(NFPA Features 72 compliant) • Up to 16 ANN-BUS annunciators-8 per each ANN-Bus • Listed to UL Standard 864,10th edition Remote Acknowledge, Alarm Silence, Reset and Drill via • Pre-installed IPOTS-COM Ethernet IF and POTS(Plain Old Tele- addressable modules or remote annunciator phone Service)Central Station Communicator over AlarmNet Upload/Download of program and data via USB with optional FS- • Optional CELL-MOD or CELL-CAB-FL GSM Central Station Tools Programming Utility Communicator overAlarmNet@ • Automated activation of the ECC-50/100 Emergency Command SLC COMMUNICATION LOOP Center Supports LiteSpeedT"and CLIP protocols • ECC-FFT Firefighter Telephone option SLC operates up to 10,000 ft.(3,000 m)in LiteSpeed mode with • Compatible with SWIFT®wireless devices twisted,unshielded wire • Auto-programming (learn mode) reduces installation time. Single addressable SLC loop which meets NFPA Class B and Reports two devices set to the same address Class A requirements • Four built-in, independently programmable Style Z(Class A)or Style Y(Class B)NAC circuits 198 addressable device capacity(99 addressable detectors and • Selectable strobe synchronization for System Sensor,Wheelock. 99 modules) and Gentex devices Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC lNiring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NA CS) • Two programmable relays and one fixed trouble relay Four independently programmable output circuits.Circuits can be + Built-in Programmer • Integral 80-character LCD display with backlighting configured for the following outputs: • Real-time clock/calendar with automatic daylight savings control —Style Y(Class B) • History file with 1,000 event capacity —Style Z(Class A) • Addressable sounder base compatibility Silence Inhibit and Autosilence timer options • Multi-criteria detector (smoke, heat, CO) with programmable Continuous, March Time,Temporal, or California code for main response circuit board NACS with two-stage capability • Control module delay timer Selectable strobe synchronization per NAC • Automatic detector sensitivity testing(NFPA 72 compliant) • Automatic device type-code verification 2.5 A special application,250mA regulated,total power for NACS • Point trouble identification NOTE:Maximum or total24VDC system power shared between all NAC 7 f Waterflow selection per module point circuits and the ANN-BUS is 2.7 A OF-60957:C-7/16/2018—Page 1 of 4 PROGRAMMING AND SOFTWARE PRN Series: UL listed compatible event printer. Uses tractor-fed • Autoprogramming(learn mode)reduces installation time paper. • Custom English labels(per point) may be manually entered or OPTIONAL MODULES selected from an internal library file 4XTMF Reverse Polarity Transmitter Module: Provides a super- . Two programmable Form-C relay outputs vised output for local energy municipal box transmitter, alarm and • 99 software zones trouble.Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming PWRMOD24 Power Expander Module: Optional power module. • Program Check automatically catches common errors not linked Increases alarm power output to 6 amps. to any zone or input point COMPATIBLE ANNUNCIATORS • OFFLINE PROGRAMMING: Create the entire program in your office using FS-Tools,a Windows&based software package,and ANN$0: Remote LCD annunciator mimics the information dis- upload/download system programming locally. Offline program- played on the FACP LCD display. Recommended wire type is un- ming requires an ethernet connection. FS-Tools is available on shielded. www.firelite.com. ANN-100: Remote LCD annunciator mimics the information dis- played on the FACP LCD display. Recommended wire type is un- User interface shielded.For use in FM applications only. LED INDICATORS ANN-110: LED Driver Module provides connections to a user sup- plied graphic annunciator.(See DF-52430.) • Fire Alarm(red) ANN-LED:Annunciator Module provides three LEDs for each zone: • CO Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • AC Power(green) 60241.) • Supervisory(yellow) ANN-RLED:Provides alarm(red)indicators for up to 30 input zones • Trouble(yellow) or addressable points.(See DF-60241.) ANN-RLY:Relay Module provides 10 programmable Form-C relays. • Ground fault(yellow) Can be mounted inside the cabinet.(See DF-52431.) • Battery fault(yellow) ANN-S/PG:Serial/Parallel Printer Gateway module provides a con- Disabled(yellow) nection for a serial or parallel printer.(See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector.Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. KEYPAD SD365-IV: Addressable low-profile photoelectric smoke detector. • 16 key alpha-numeric pad Ivory.LiteSpeed and CLIP mode. • Acknowledge SD365T:Addressable low-profile photoelectric smoke detector with thermal sensor.LiteSpeed only. • Alarm Silence SD365T-IV: Addressable low-profile photoelectric smoke detector Drill(Manual Evacuate) with thermal sensor.Ivory.LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke • Reset(lamp test) detector for use with DNR(W)duct detector housing.LiteSpeed only. PRODUCT LINE INFORMATION SD365R•IV: Remote test capable addressable photoelectric smoke detector for use with DNR(W) duct detector housing. Ivory. Lite- ES-20OX:Addressable Fire Alarm Control Panel with one SLC loop. Speed and CLIP mode. Includes main circuit board with display,pre-installed communicator, H365:Low-profile 135•17 fixed thermal sensor.LiteSpeed only. chassis with transformer,backbox with door,plastic bag containing screws,cables,key,etc.(For ES-200XC,refer to DF-60958.) H3654V: Low-profile 135•F fixed thermal sensor. Ivory. LiteSpeed FS-Tools: Programming software for Windows@-based PC com- and CLIP mode. puter.Available for download at www.firelite.com. H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- CELL-CAB-FL/CELL-MOD:Optional GSM communicators. Speed only. IPOTS-COM: Dual technology (POTS and IP) communicator. H365R-IV:Low-profile,intelligent,rate-of-rise thermal sensor.Ivory. (replacement board) LiteSpeed and CLIP mode. DP-ES-R:Optional dress panel for the ES-200X. H365HT: Low-profile intelligent 190•F/88•C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. LiteSpeed only. BB-2F:Optional cabinet for one or two modules. H365HT4V:Low-profile intelligent 190•F/88•C fixed thermal sensor. BB-6F: Optional cabinet for up to six modules mounted on CHS-6 Ivory. LiteSpeed and CLIP mode. chassis. Legacy Devices BB-26:Battery backbox,holds up to two 25 AH batteries and CHG- CP355:Addressable low-profile ionization smoke detector. 75. SD355:Addressable low-profile photoelectric smoke detector. BB-55F:Battery box,houses two 55 AH batteries SD355T:Addressable low-profile photoelectric smoke detector with CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. thermal sensor. CHG-76:Battery charger for lead-acid batteries with a rating of 25 to SD355R: Remote test capable addressable photoelectric smoke 75 AH. detector for use with DNR(W)duct detector housing. CHG-120F:Remote battery charging system for lead-acid batteries SD355CO:Addressable, low-profile device that provides fire, heat, with a rating of 55 to 120 AH.Requires additional BB-55F for mount- and carbon monoxide(CO)detection. ing. H355:Fast-response,low-profile heat detector. a BAT Series:Batteries,see data sheet DF-52397. i- Page 2 of 4—DF$0957:C-7/1 612 0 1 8 H355R: Fast-response, low-profile heat detector with rate-of-rise SWIFT Wireless Devices option. W-GATE:LiteSpeed Wireless Gateway H355HT: Fast-response, low-profile heat detector that activates at WSD355:LiteSpeed intelligent,wireless photo detector. 190°F/88°C. W-H355R:LiteSpeed Intelligent wireless rate of rise(135°)heat AD355: Low-profile, intelligent, "Adapt' multi-sensor detector detector. (3350LP base included). W-SD355T:Intelligent wireless photo/heat detector. B20OS:Programmable,addressable sounder base. W-H355: LiteSpeed intelligent wireless fixed-temperature (135°) B200SR:Addressable sounder base. heat detector. BEAM365:Intelligent beam smoke detector. W-MMF:LiteSpeed Intelligent wireless monitor module. BEAM355S: Intelligent beam smoke detector with integral sensitiv- W-CRF:LiteSpeed Intelligent wireless relay module. ity test. W-BG12LX:LiteSpeed Intelligent wireless pull station. 0356PL: InnovairFlex low-flow non-relay duct-detector housing; WAV-RL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed Intelligent AV includes SD355R. bases. DNR:InnovairFlex low-flow non-relay duct-detector housing.(Order W-USB: Wireless USB radio/antenna dongle that plugs into the SD355R/SD365R separately.) USB port of a PC running SWIFT Tools. DNRW: InnovairFlex low-flow non-relay duct-detector housing,with SWIFT Tools: Programming and diagnostic utility for the Wireless NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Gateway and devices.Available for download from firelite.com. Addressable Modules NOTE:For more information on Compatible Addressable Devices for MMF300 Addressable Monitor Module for one zone of normally- use with the ES-200X, see the following data sheets(document num- (1 .16 bers): SD365 Series (OF-61010), H365 Series (DF-61011), AD355 open dry-contact initiating devices. Mounts in standard 4.0" (DF-52386), BG-12LX(DF-52013), C cm.)box.Includes plastic cover plate and end-of-line resistor.Mod- (DF-52365), CRF-300-6 (DF-52374), CMF/CRF Series (OF-52130)2130), CP355 (DF-52383), H355 ule may be configured for either a Style B(Class B)or Style D(Class Series (DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF-300 A)IDC. Series/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF-302-6 MDF300: Dual Monitor Module.Same as MMF-300 except it pro- (DF-52356), SD355ISD355T (DF-52384), and SLC Wiring Manual vides two Style B(Class B)only IDCs. (51309). MMF-301: Miniature version of MMF-300. Excludes LED and Style NOTE.Legacy 300 Series detection devices such as the CP300/CP350, D option.Connects with wire pigtails.May mount in device backbox. SD300(7)/SD350(7)and older modules such as the M300,M301,M30Z MMF302:Similar to MMF-300.Addressable Monitor Module for one C304, and BG-10LX are not compatible with LiteSpeed polling. If the zone of conventional two-wire detectors. Requires resettable 24 SLC contains one of these devices, polling must be set for standard CLIP protocol.Please consult factory for further information on previous VDC power. Refer to the Device Compatibility Document for listed 300 Series devices. compatible devices and quantity limitation. ADDRESSABLE DEVICE ACCESSORIES CMF300:Addressable Control Module for one Style Y/Z(Class B/ A) zone of supervised polarized Notification Appliances. Mounts End-of-Line Resistor Assembly (R-47K and R-3.9K): The directly to a 4.0" (10.18 cm.) electrical box. NAC option requires 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, external 24 VDC to power notification appliances. and CMF-300 module circuits. The 3.9k ohm assembly supervises CRF300 Addressable•relay module containing two isolated sets of the MMF-302 module circuit.These resistors are included with each Form-C contacts,which operate as a DPDT switch.Mounts directly module. to a 4.0"(10.16 cm.)box,surface mount using the SMB500. Power Supervision Relay:Supervises the power to 4-wire smoke BG-12LX: Addressable manual pull station with interface module detectors and notification appliances. mounted inside. Wiring Requirements 1300:This module isolates the SLC loop from short circuit conditions While shielded wire is not required,it is recommended that all SLC (required for Style 6 or 7 operation). wiring be twisted-pair to minimize the effects of electrical interfer- ISO-6: Six-fault isolator module. Mount one or two modules in a ence.Refer to the panel manual for wiring details. BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SMB500: Used to mount all modules except the MMF-301 and M301. MMF-300-10:Ten-input monitor module.Mount one or two modules in a SB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. MMF302-6:Six-zone interface module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF300-6:Six-circuit supervised control module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF-300-6:Six-relay control module(Form-C relays).Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. DF-60957:C-7/16/2018—Page 3 of 4 � 9 SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges • Intelligent Signaling Line Circuits................................................1 This system meets NFPA requirements for operation at 0—49"C/32 • Addressable device capacity..................................................198 —120"F and at a relative humidity 93%t 2%RH(noncondensing)at • Programmable software zones.................................................99 32"C t 2"C (90"F t 3°F). However,the useful life of the system's standby batteries and the electronic components may be adversely • Annunciators.............................................................................16 affected by extreme temperature ranges and humidity.Therefore,it is recommended that this system and its peripherals be installed in Electrical Specifications an environment with a normal room temperature of 15—27"C/60— AC Power: Operates in either 120 or 240 VAC,50/60 Hz,3.25 A. 80"17. auto-sensing- no switch required. Wire size: minimum 14 AWG NFPA Standards (2.00 mm2)with 600 V insulation. Nonpower-limited, supervised. Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger The ES-20OX complies with the following NFPA 72 Fire Alarm Sys- Capacity:7-18 AH(ES-200X cabinet holds maximum of two 18 AH tems requirements: batteries.) —LOCAL(Automatic,Manual,Waterflow,and Sprinkler Supervi- Communication Loop: Supervised and power-limited. sory). Notification Appliance Circuits: Terminal Block provides connect —AUXILIARY (Automatic, Manual and Waterflow) (requires tions for four NACs,Style Y(Class B)or Style Z(Class A).Special 4XTMF). Application power. Power-limited, supervised circuitry. Maximum —REMOTE STATION (Automatic, Manual and Waterflow) signaling current per circuit: 2.5 amps special application, 250mA (Where a DACT is not accepted,the alarm,trouble and supervi- regulated. End-of--Line Resistor:4.7k ohm, '%watt(P/N 71252 UL sory relays may be connected to UL 864 listed transmitters.For listed)for Style Y(Class B)NAC;system capable of 1.9 ka-22 kit reverse polarity signaling of alarm and trouble, 4XTMF is ELR range.Refer to the Fire-Lite Device Compatibility Document for required.) listed compatible devices. —PROPRIETARY(Automatic,Manual and Waterflow). Two Programmable Relays and One Fixed Trouble Relay: Con- —CENTRAL STATION (Automatic, Manual and Waterflow,and tact rating:2.0 A @ 30 VDC(resistive),0.5 A @ 30 VAC(resistive). Sprinkler Supervised). Form-C relays,non-power-limited,non-supervised. —OT, PSDN (Other Technologies, Packet-switched Data Net- work) Cabinet Specifications —IBC 2012,IBC 2009,IBC 2006,IBC 2003,IBC 2000(Seismic). Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.)wide x 0.72" —CBC 2007(Seismic) (1.82 cm.)deep.Backbox:19.00"(48.26 cm.)high x 16.65"(42.29 cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring (TR-CE): 22.00" Agency Listings and Approvals (55.88 cm.)high x 19.65"(49.91 cm.)wide. The listings and approvals below apply to the basic ES-20OX control panel.In some cases,certain modules may not be listed by certain Shipping Specifications approval agencies,or listing may be in process.Consult factory for Weight:26.9 lbs.(12.20 kg.)Dimensions:20.00"(50.80 cm.)high latest listing status. x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. • UL:S624 • FM approved • CSFM:7165-0075:500 • FDNY:COA#6261 NOTE.See DF-60958 for ULC-listed model. AlarmNetO,Fire-Lite®Alarms,SWIFT®,and System Sensor®are registered trademarks of Honeywell International Inc.Microsoft®and windows®are registered trademarks of the Microsoft Corporation. @2018 by Honeywell Intemational Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. - This document is not Intended to be used for installation purposes. IS O 9001 We try to keep our product information ul-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. _ All specifications are subject to change without notice. P BICIf�INt;iNIYQEEI'llilfs QDALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.firelfe.com a Page 4 of 4—DF-60957:C•7/16/2018 F. P 5"P7 DF-61010:C SD365 Series (� Rre•LITUALarms Addressable Photoelectric Smoke Detectors by Honeywell o . The Fire•Lite® Alarms SD365(A), SD365R(A), and SD365HT(A) intelligent plug-in smoke detectors are designed for both perfor- mance and aesthetics, and are direct replacements for the SD355 Series.A new modern,sleek, contemporary design and enhanced optical sensing chamber is engineered to sense smoke produced by a wide range of combustion sources in accordance with more strin- gent code standards. Exclusively for use with Fire•Lite's addressable fire alarm control panels,the SD365(A)Series point ID capability allows each detec- tor's address to be set with rotary,decimal address switches,provid- ing exact detector location for emergency personnel to quickly locate a fire during its early stages,potentially saving precious rescue time '$ - while also reducing property damage. Two LEDs on each sensor light to provide a local,visible sensor indication. The SD365(A) Series also offers 135"F (57"C) fixed temperature thermal sensing on the S0365T(A)and a remote test capable detec- tor on the SD365R(A) for use with DNR(A)/DNRW duct smoke -detector housings. Features • Plugs into separate base for ease of installation and maintenance SLC LOOP. • Separate base allows interchange of photoelectric,ionization and thermal sensors • Two-wire SLC loop connection • Unit uses base for wiring OPTIONS: Compatible with Lite6peedTm and CLIP protocol systems • Optional relay,isolator,and sounder bases • Stable communication technique with noise immunity Installation ADDRESSING: SD365 Series plug-in intelligent smoke detectors use a detachable • Addressable by device base to simplify installation, service and maintenance. Installation • Rotary,decimal addressing Instructions are shipped with each detector. (Refer to the Fire-Cite panel manuals for device capacity.) Mount detector base(all base types)on an electrical backbox which ARCHITECTURE: is at least 1.5"(3.61 cm) deep. For a chart of compatible junction boxes,see DF-60059. • Sleek,low-profile,stylish design NOTE:Because of the inherent supervision provided by the SLC loop, • Unique single-source design to respond quickly and dependably end-of-fine resistors are not required. Wiring 7-taps"or branches are to a broad range of fires permitted for Class'B"wiring only. • Integral communications and built-in device-type identification When using relay or sounder bases, consult the /300(A) Installation • Built-in tamper resistant feature sheet 156-3626 for device limitations between isolator modules and isola- tor bases. • Remote test feature from the panel • Walk test with address display(an address on 121 will blink the Construction detector LED:12-[pause]-1(LiteSpeed systems only) These detectors are constructed of fire-resistant plastic.The SD365 • Built-in functional test switch activated by external magnet Series plug-in intelligent smoke detectors are designed to commer- • Removable cover and insect-resistant screen for simple field cial standards and offer an attractive appearance. cleaning • Expanded color options Operation Each SD365 Series detector uses one of the panel's addresses OPERATION: (total limit is panel dependent)on the Fire-Lite Signaling Line Circuit • Designed to meet UL 266 7th Edition (SLC).It responds to regular polls from the control panel and reports • Factory preset at 1.5%nominal sensitivity for panel alarm thresh- its type and the status.If it receives a test command from the panel old level (or a local magnet test), it stimulates its electronics and reports an LED"blinks"when the unit is polled(communicating with the fire alarm. It blinks its LEDs when polled and turns the LEDs on when panel)and latches in alarm. commanded by the panel.The 80365 Series offers features and Low standby current performance that represent the latest in smoke detector technology. MECHANICALS: Detector Sensitivity Test • Sealed against back pressure Each detector can have its sensitivity tested(required per NFPA 72, • SEMS screws for wiring of the separate base Chapter 14 on Inspection,Testing and Maintenance)when installed/ Designed for direct-surface or electrical-box mounting connected to an Fire-Lite addressable fire alarm control panel.The 9 results of the sensitivity test can be printed for record keeping. DF-61010:C•5/28/2020—Page 1 of 3 i' Product Line Information B200SA-WH:Same as B200S-WH,ULC listing NOTE.=Iv"sufrjx indicates CLIP and LiteSpeed device. B200SA-IV:Same as B200S-IV,ULC listing NOTE:'A'suffix indicates Canadian version. 8200SCOA-WH:White, Intelligent,programmable sounder base in English/French (required in Canada for ULC applications with CO S0365:White,low-profile intelligent photoelectric sensor,LiteSpeed Series detector applications only B200SCOA-IV: Ivory Intelligent, programmable sounder base in SD365A:Same as SD365 but with ULC listing English/French (required in Canada for ULC applications with CO SD365-IV:Ivory,low-profile intelligent photoelectric sensor Series detector applications,ULC listing SD365A-IV:Same as SD365-IV but with ULC listing 820OS-LF-WH: White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- S0366T:White,same as SD365 but includes a built-in 135'F(57"C) 10% with a square wave or its equivalent; designed to meet the fixed-temperature thermal device,LiteSpeed only NFPA 72 sleeping space requirement.(CSFM:7300-1653.0238) SD365TA:Same as S0365T but with ULC listing B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable SD365T-IV: Ivory, same as SD365T but includes a built-in 135OF sounder base. Produces a fundamental frequency of 520 Hz +/- (57"C)fixed-temperature thermal device 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) SD365TA-IV:Same as SD365T-IV but with ULC listing 0200SR-WH:White, Intelligent sounder base capable of producing SD365R:White,low-profile intelligent photoelectric sensor, remote sound output with ANSI Temporal 3 or continuous tone.Intended for test capable,for use with DNR/DNRW,LiteSpeed only retrofit applications.(CSFM:7300-1653:0213) S0365RA: Same as SD365R but with ULC listing, for use with B200SR-IV: Ivory, Intelligent sounder base capable of producing DNRA sound output with ANSI Temporal 3 or continuous tone.Intended for retrofit applications.(CSFM:7300-1653:0213) capable, .test capable,for use with DNR/DNRW SD3 :Ivory,low-profile intelligent photoelectric sensor,remote B200SRA-WH:Same as B200SR-WH with,ULC listing SD365RA-IV:Same as SD365R-IV but with ULC listing,for use with 8200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing DNRA 3200SR-LF-WH:White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- INTELLIGENT BASES 10% with a square wave or its equivalent; designed to meet the NOTE:For details on intelligent bases,see DF-60059. NFPA 72 sleeping space requirement.Intended for retrofit applica- B300.6:White,6"base,standard flanged low-profile mounting base tions.(CSFM:7300-1653:0238) (CSFM:7300-1653:0109) B200SR LF-IV: Ivory, Low Frequency Intelligent, programmable B300.6-IV: Ivory,6" base, standard flanged low-profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- bi3se(CSFM:7300-1653:0f09) 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.Intended for retrofit applica- 6300A-6:Same as B300-6,ULC listed tions.(CSFM:7300-1653:0238) B30BA-0-IV: Ivory,6"standard flanged low-profile mounting base, MOUNTING KITS AND ACCESSORIES ULC listed TR300:White,replacement flange for B210LP(A)base 133004-BP:Bulk pack of B300-6,package contains 10 TR300-IV:Ivory,replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting to base.UL/ULC listed(CSFM:7300-1653:0109) RA1 single-gang Remote LED annunciator.B50 (A)a Mounts 6(a U.S. single-gang electrical box.For use with 6501(A)and B300-6(A). 113501-13L: Black, 4"standard European flangeless mounting base. M02-04-00:Test magnet UL/ULC listed(CSFM:7300-1653:0109) B5014V: Ivory color, 4" standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base.UL/ULC listed(CSFM:7300-1653:0109) CK300:Color Kit(includes cover and trim ring),white,10-pack B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300-N:Color Kit(includes cover and trim ring),ivory,10-pack B224RO--WH:White,relay base(CSFM:7300-1653.0216) CK300-BL:Color Kit(Includes cover and trim ring),black,10-pack B224RB-IV:Ivory,relay base(CSFM:7300-1653:0216) B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory,relay base,ULC listing B224B1-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:Ivory isolator detector base(CSFM:7300.1653:0216) B224BIA-WH:White,isolator detector base,ULC listing B224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol.(CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, - ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol.(CSFM:7300-1653:0213) Page 2 of 3—DF-61010:C•5/28/2020 f; SYSTEM SPECIFICATIONS Sensitivity Listings and Approvals • UL Applications:0.5%to 4.0%per foot obscuration. Listings and approvals below apply to the SD365 Series detectors. • ULC Applications:0.5%to 3.5%per foot obscuration In some cases, certain modules may not be listed by certain Size:2.0"(51 mm)high;base determines diameter approval agencies,or listing may be in process.Consult factory for —8300.6:6.1"(15.6 cm)diameter latest listing status. —8501:4"00.2 cm)diameter • UUULC Listing:81059 For a complete list of detector bases see DF-60983 • FM Approved Shipping weight:3.4 oz.(95 g) • CSFM:7272-0075:05.02 Operating temperature range: • SD365:32•F to 122•F(0"C to 50"C) • SD365T Series:32•F to 100•F(0°C to 380C) • SD365R Series installed in a DNR/DNRW,-4•F to 158OF(-200C to 70"C) ULJULC Listed Velocity Range: 0-4000 ft/min. (1219.2 m/min.), suitable for installation in ducts Relative humidity:10%—93%non-condensing Thermal ratings:fixed-temperature set point 135OF(571C),rate-of- rise detection 15•F(8.3•C)per minute,high temperature heat 190•F (88°C) ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(o ne communica- tion every 5 seconds with LED enabled) Max current:4.5 mA 0 24 VDC("ON") DETECTOR SPACING AND APPLICATIONS Fire-Lite recommends spacing detectors In compliance with NFPA 72.In low airflow applications with smooth ceiling,space detectors 30 feet(P.1m).For specific information regarding detector spacing, placement, and speciil applications refer to NFPA 72. A System Smoke DetectorApplicatlon Guide,document SPAG91,is available at www+.systemsonaor.com. UteSpeed- is a trademark, and Fire-Ute®Alamos and System Sensor®are registered trademarks of Honeywell International Inc. C2020 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9081 We try to keep our product Information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. " y21���-, �����, All specifications are subject to change without notice. YP BMWNA QUALIT►SYSTINS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firellte.com Page 3 of 3—DF-61010:C•512M020 DF-61011:6 H365 series � Flt'+e•IJTe ALarmS Addressable Heat Detectors by Honeywell Addressable Devices The Fire-Lite® Alarms H365(A), H365R(A), and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modern, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system rrr operation and building design. I. Exclusively for use with Fire-Lite's addressable fire alarm control zY panels,the H365(A)Series point ID capability allows each detector's ^ address to be set with rotary, decimal address switches, providing exact detector location for emergency personnel to quickly locate a - - fire during its early stages, potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor ; light to provide a local,visible sensor indication. f The H365(A) Series includes fixed temperature, rate-of-rise andi high heat fixed temperature detectors that provide effective, intelli- gent property protection for a variety of applications. Detectors are available for both LiteSpeedTm and CLIP applications as designated. Features SLC LOOP: OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA100Z remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device • H365 Series plug-in intelligent thermal detectors use a detachable Rotary,decimal addressing (Refer to the al ad Fire-Lite panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE: Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition is at least 1.5" (3.81 cm)deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE:Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type identification end-of-line resistors are not required. Wiring `T-taps"or branches are permitted for Style 4(Class"B')wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed temperature model (H365(A)) factory preset to 135•F Applications (57•C) Use thermal detectors for protection of property.For further informa- • Rate-of-rise model(H365R(A)),15•F(8.3•C)per minute tion, refer to 156-6525, Applications Manual for System Smoke • High-temperature model (H365HT(A)) factory preset to 190•F Detectors,which provides detailed information on detector spacing, (88-C) placement,zoning,wiring,and special applications. • 360•-field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic.The H365 Series plug-in intelligent thermal detectors are designed to commer- MECHANICALS: cial standards and offer an attractive appearance. • Sealed against back pressure • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • Plugs into separate base for ease of installation and maintenance limit is panel dependent)on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric,ionization and (SLC).It responds to regular polls from the control panel and reports thermal sensors its type and the status.If it receives a test command from the panel (or a local magnet test),it stimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm. It blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-61011:B•6/26/2019—Page 1 of 3 Product Line Information B200SA-IV:Same as B200S-IV,ULC listing NOTE:"-1V"sufFx indicates CLIP and LiteSpeed device. B200SCOA-WH:White, Intelligent,programmable sounder base in NOTE:"A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365: White, low-profile intelligent 135"F fixed thermal sensor, B200SCOA-IV: Ivory Intelligent, programmable sounder base in LiteSpeed only English/French (required in Canada for ULC applications with CO H365A:Same as H365 but with ULC listing Series detector applications,ULC listing H365-IV: Ivory, low-profile intelligent 135"17 fixed thermal sensor, B20OS-LF-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H3654V but with ULC listing 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) H365R: White, low-profile intelligent rate-of-rise thermal sensor, LiteSpeed only B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R-IV:Ivory,low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) sor,LiteSpeed and CLIP B200SR-WH:White,Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for H365H: White, low-profile intelligent 190°F fixed thermal sensor, retrofit applications.(CSFM.7300-1653:0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for retrofit applications.(CSFM:7300-1653:0213) H365H-IV:Ivory,low-profile intelligent 190"F thermal sensor,Lite- B200SRA-WH:Same as B200SR-WH with,ULC listing Speed and CLIP H365HA-IV Same as H365H-IV but with ULC listing 6200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing 6200SR-LF-WH:White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +A NOTE:For details on intelligent bases,see DF-60059. 10% with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM:7300-1653.0109) tions.(CSFM:7300-1653.0238) B300-6-IV: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- base(CSFM:7300-1653:0109) 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6,ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6" standard flanged low-profile mounting base, tions.(CSFM:7300-1653:0238) ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP:Bulk pack of B300-6,package contains 10 TR300:White,replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory,replacement flange for B210LP(A)base base.UL/ULC listed(CSFM:7300-1653:0109) RA100Z(A):Remote LED annunciator.3-32 VDC.Mounts to a U.S. B501-BL: Black,4"standard European flangeless mounting base. single-gang electrical box.For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653:0109) M02-04-00:Test magnet B5014V: Ivory color, 4" standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base.UUULC listed(CSFM:7300-1653:0109) B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white,10-pack B224RB-WH:White,relay base(CSFM:7300-1653:0216) CK300-IV:Color Kit(includes cover and trim ring),ivory,10-pack B224RB-IV:Ivory,relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black,10-pack B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory,relay base,ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White,isolator detector base,ULC listing 6224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B200SA-WH:Same as B200S-WH,ULC listing Page 2 of 3—DF-61011:B•6/26/2019 SYSTEM SPECIFICATIONS Size:2.0"(5.3 cm)high;base determines diameter —B300-6:6.1"(15.6 cm)diameter —B501:4"(10.2 cm)diameter For a complete list of detector bases see DF-60983 Shipping weight:3.4 oz.(95 g) Operating temperature range: • H365,H365R Series:-4*F to 100"F(-20"C to 38"C) • H365H Series:-4°F to 150"F(-20°C to 66"C) Detector spacing: UL approved for 50 ft.(15.24 m)center-to-cen- ter,FM approved for 25 x 25 ft.(7.62 x 7.62 m)spacing Relative humidity:10%—93%non-condensing Thermal ratings:fixed-temperature set point 135°F(57"C),rate-of- rise detection 15"F(8.3"C)per minute,high temperature heat 190"F (88°C) Mounting:B300-6(A)flanged base,included See"Product Line Information:Intelligent Bases,"if using a dif- ferent base. ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200uA @ 24 VDC(one communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") Listings and Approvals Listings and approvals below apply to the H365(A)Series detectors. In some cases, certain modules may not be listed by certain approval agencies,or listing may be in process.Consult factory for latest listing status. • UUULC Listing:S2517 • FM Approved • CSFM:7272-0075:0501 I I I LiteSpeedm is a trademark and Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not Intended to be used for installation purposes. S 0 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. liipNSH8MAN UZIM QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.com Page 3 of 3—DF-6101I S•6/2 612 01 9 DF-52013:D•E-100 BG-12Lx � Fire•LiTe-ALarms Addressable Manual Pull Station by Honeywell 6 General The Fire-Lite BG-12LX is a state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that includes an addressable interface (mounted inside) for - Fire-Lite's addressable fire alarm control panels (FACPs) Because the BG-12LX is addressable,the control panel can display the exact location of the activated manual station.This leads fire personnel quickly to the location of the alarm. Features PUSH IN • Maintenance personnel can open station for inspection and IPULLDOWN address setting without causing an alarm condition. • Built-in bicolor LED,which is visible through the handle of the station,flashes in normal operation and latches steady red when in alarm. :�PUSH IN • Handle latches in down position and the word"ACTIVATED" appears to clearly indicate the station has been operated. • Captive screw terminals wire-ready for easy connection to s SLC loop(accepts up to 12 AWG/3.25 mmz wire). • Can be surface mounted (with SB-10 or SB-1/0) or semi- flush mounted. Semi-flush mount to a standard single- gang,double-gang,or 4"(10.16 cm)square electrical box. 9 • Smooth dual-action design. a • Meets ADAAG controls and operating mechanisms guide- LL lines (Section 4.1.3[13]); meets ADA requirement for 5 lb. maximum activation force. • Highly visit5le. usually needed for semi-flush mounting with 4" (10.16 cm)or • Attractive Ahape and textured finish. double-gang boxes(not with single-gang boxes). • Key reset. Operation • Includes Braille text on station handle, • Optional trim ring(BG12TR). Pushing in,then pulling down on the handle causes it to latch in the down/activated position.Once latched,the word "ACTT-Meets UL 38, Standard for Manually Actuated Signaling VATED" (in bright yellow) appears at the top of the handle, Boxes. while a portion of the handle protrudes from the bottom of the station.To reset the station,simply unlock the station with the Construction key and pull the door open.This action resets the handle;clos- Shell,door, and handle are molded of durable polycarbonate ing the door automatically resets the switch. material with a textured finish. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual Specifications switch.Two rotary decimal switches allow address settings (1—159 with Breakaway Tab removed for MS-9600 Series,1— • Shipping Weight:9.6 oz.(272.15 g) 99 and MS-92000DLS,1—50 for MS-9050UD). • Normal operating voltage:24 VDC. • Maximum SLC loop voltage:28.0 VDC. Architectural/Engineering • Maximum SLC standby current:375 NA. Specifications • Maximum SLC alarm current:5 mA, Manual Fire Alarm Stations shall be non-coded, with a key- Temperature Range:32°F to 120•F(0•C to 49•C) operated reset lock in order that they may be tested, and so • Relative Humidity:10%to 93%(noncondensing) designed that after actual Emergency Operation,they cannot For use indoors in a dry location be restored to normal except by use of a key.An operated sta- • tion shall automatically condition itself so as to be visually detected as activated.Manual stations shall be constructed of Installation red-colored polycarbonate material with clearly visible operat- The BG-12LX will mount semi-flush into a single-gang,double- ing instructions provided on the cover. The word FIRE shall gang,or standard 4"(10.16 cm)square electrical outlet box,or appear on the front of the stations in white letters,1.00 Inches will surface mount to the model SB-10 or SB-1/0 surface back- (2.54 cm) or larger. Stations shall be suitable for surface box. If the BG-12LX is being semi-flush mounted, then the mounting on matching backbox SB-10 or SB-i/O;or semi-flush optional trim ring (BG12TR) may be used. The BG12TR is mounting on a standard single-gang, double-gang, or 411(10.16 cm) square electrical box, and shall be installed DF-520130.4/1312012—Page 1 of 2 within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops.The manual station shall,on command from the control panel,send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information BG-12LX: Dual-action addressable pull station. Includes key locking feature.(Listed for Canadian and non-Canadian appli- cations.) SB-10:Surface backbox;metal. SB-UO:Surface backbox;plastic. BG12TR:Optional trim ring. 17003:Keys,set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess.Consult factory for latest listing status. • UL/ULC Listed:S711 (listed for Canadian and non-Cana- than applications). • MEA:67-02-E. • CSFM:7150-0075:0184. • FM Approved. Patented: U.S. Patent No. 0428,351; 6,380,846; 6,314,772; 6,632,108. FiraUte®Alarms®is a registered trademark of Honeywell International Inc. 02012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. �oo� This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. - ��fy,� All specifications are subject to change without notice. � ®ft BWLIT SYSTEMS Made in the U.S.A. P• For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-52013:1)•411 312 01 2 v STE/11� F 5ENS OR Indoor Selectable- R Output Horns, ' Strobes, and Horn Strobes for { Wall Applications :.'isLr; System Sensor L-Series audible visible notification m r' 't ''� '• � r' r atR products are rich with features guaranteed to cuts installation times and maximize profits with lower current draw and modern aesthetics. - Features The System Sensor L-Series offers the most versatile and easy- to-use line of horns,strobes,and horn strobes in the industry with • Updated modern aesthetics low current draws and modern aesthetics.With white and red plastic • Small profile devices for Horns and Horn Strobes housings,standard and compact footprint devices,System Sensor • Plug-in design with minimal intrusion into the back box L-Series can meet virtually any application requirement. • Tamper-resistant construction The entire L-Senes product line,wall-mount horns,strobes,and horn • Automatic selection of 12-or 24-volt operation at 15 and 30 strobes include a variety of features that increase their application candela versatility while simplifying installation.All devices feature plug-in • Field-selectable candela settings on wall units: designs with minimal intrusion into the back box,making installations 15,30,75,95,110,135,and 185 fast and foolproof while virtually eliminating costly and time- consuming ground faults. • Horn rated at 88+dBA at 16 volts • Rotary switch for horn tone and two volume selections To further simplify installation and protect devices from construction • Mounting plate for all standard and wall units damage,the L-Series mounting plates utilize an onboard shorting spring,so you can test wiring continuity before the device is • Mounting plate shorting spring checks wiring continuity before installed. device installation • Electrically Compatible with legacy SpectrAlert and SpectAlert L-Series devices easily adapt to a suit a wide range of application Advance devices requirements using field-selectable candela settings,automatic • Compatible with MDL3A sync module selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. • Listed for wall mounting only Agency Listings ULr FM LISTED APPROVED 55512 FM eppro a e=epl S4011 for ALERT mpaal5 3057383.3057072 i• tf a P r J L-Series Specifications General L-Series standard horns,strobes,and horn strobes shall mount to a standard 2 x 4 x 1 7/a-inch back box,4 x 4 x 1'/cinch back box,4-inch octagon back box,or double-gang back box.L-Series compact products shall mount to a single-gang 2 x 4 x 17/a-inch back box.A universal mounting plate shall be used for mounting wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,LSeries products,when used with the Sync•Circuit"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuft Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor LSeries products shall operate between 32 and 120 degrees Fahrenheit(0 to 49 degrees Celsius)from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,30,75.95.110,135,and 185. Strobe The strobe shall be a System Sensor L-Series Model listed to ULC and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor LSeries Model listed to ULC and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous) pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDUA listed to ULC and shall be approved for fire protective service.The module shall synchronize strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Standard Operating.Temperature 32°F to 120°F(7C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR' Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDL3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6"L x 4.7-W x 1.25"D(143 mm L x 119 mm W x 32 mm D) Compact Wall-Mount Dimensions(including lens) 5.26"L x 3A6"W x 1.93"D(133 mm L x 88 mm W x 49 mm D) Horn Dimensions 5.6"L x 4.7-W x 1.25"D(143 mm L x 119 mm W x 32 mm D) Compact Mom Dimensions 5.25"L x 3.45"W x 1.25"D(133mm L x 88mm W x 32mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P.P.PC,and SC products will operate at 12 V nominal only for 15 cd and 30 cd. ULC Current Draw Data D D 8-17.5 Volts 16--33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 88 43 60 Temporal High 39 44 54 Range 30 143 63 83 Temporal Low 28 32 54 75 N/A 107 136 Non-Temporal High 43 47 54 95 N/A 121 155 Non-Temporal Low 29 32 54 110 N/A 148 179 3.1 KHz Temporal High 39 41 64 135 N/A 172 209 3.1 KHz Temporal Low 29 32 54 185 N/A 222 257 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 D 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 98 158 54 74 121 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 Non-Temporal High 106 166 73 94 139 160 182 211 262 Non-Temportal Low 93 156 51 71 119 139 162 190 239 3.1KTemporal High 93 156 53 73 119 140 164 190 242 3.1 K Temporal Low 91 154 45 66 112 133 160 185 235 3.1 K Non-Temporal High 99 162 69 90 135 157 175 208 261 3.1 K Non-Temporal Low 93 156 52 72 119 138 162 192 242 16FWR FWR Input 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 83 107 156 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non-Temporal High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3.1 K Temporal High 81 105 155 177 196 234 284 3.1 K Temporal Low 68 90 145 166 186 222 276 3.1K Non-Temporal High 104 131 177 204 230 264 326 3.1 K Non-Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 90 96 95 2 Temporal Low 82 87 88 3 Non-Temporal High 90 96 95 4 Non-Temporal Low 81 88 88 5 3.1 KHz Temporal High 85 90 89 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal High 84 90 90 8 3.1 KHz Non-Temporal Low 76 82 83 9' Coded High 90 96 96 10' 3.1 KHz Coded High 84 90 90 Settings 9 and 10 are not available on the 2-wire horn strobes. r L-Series Dimensions 1.9t 3.46 3.46 �1.25 1.25 5.27 5.27 ����®� "M�l i�i�i�i�i�i • i Compact Horn/Strobe Compact Horn 4.70 I 1.91 4.70 1.25 1.25 5Lj .67 .677 Horn/Strobe Horn L-Series Ordedng Information DescriptionModel Description Wall Horn Strobes Horns P2RLA 2-Wire,Horn Strobe,Red,Bilingual HRLA Horn,Red P2WLA 2-Wire,Horn Strobe,White,Bilingual HWLA Horn,White P20RLA 2-Wire,Compact Horn Strobe,Red,Bilingual HGRLA Compact Horn,Red P2GWLA 2-Wire,Compact Horn Strobe,White,Bilingual HGWLA Compact Horn,White P2RLA-P 2-Wire,Horn Strobe,Red,Plain Accessories P2WLA-P 2-Wire,Horn Strobe,White,Plain TR-2 Universal Wall Trim Ring Red Wall Strobes TR-2W Universal Wall Trim Ring White SRLA Strobe,Red,Bilingual SBBRL Wall Surface Mount Back Box,Red SWLA Strobe,White,Bilingual SBBWL Wall Surface Mount Back Box,White SGRLA Compact Strobe,Red,Bilingual SBBGRL Compact Wall Surface Mount Back Box,Red SGWLA Compact Strobe,White,Bilingual SBBGWL Compact Wall Surface Mount Back Box,White SRLA-P Strobe,Red,Plain SWLA-P Strobe,White,Plain For strobe models,add suffix-E for English only,-F for French only except for-P models. E� 6581 Kitimat Rd.,Unit 6• Mississauga,Ont. �17Sj81e ��� s" Phone:800-SENSOR2•Fax:905-812-0771 p�l5oer,Iraaonswb,edlodlangewmiannoom.vasystemsen r= SEeossoR fwmuentpro*xtrd rmaaon.mdu&g Nelateslvmwof usdatesheet. .r www.systemsensor.ca AVDSBS401•03-17 Y- DAA FRI =1 f DiGiovanni & MINI ® S TORAGE Associates BUILDING 3 and 4• ��4 � Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 11900 Oregon Road fax(516) 759-7138 Cutchoaue9 New York pD ARcy/ f27 , 92 e v GOX L NE _ — - - ------------ 1 r 169 yOQ•r F OF NG�N n 1". 1 ISSUED 3 LAND N/F OF JEANNE M.GRACE LAND N/F OF NORTH REGYGLIN6/NG. � IOGt7-oes-os-oa4.s laao-oes-o-1-s-a04.7 (COMMERCIAL 5/TE-WELL NATER1 (COMMERCIAL 517E. VN �"� 7 W 7 5 4"I°01'00" E Z b'CHAIN LINK FENCE LL p " 33�.Sb' PROP,b'FENCE 5 46024'50" E 4'13.Iq' x a Q— b'PVG FENCE r'—X X Ci x \ J X ry x 4'GRAIN LINK FNG to , h Q 6ATE .� x S Z OL t x W IL 0 in \ i/I\\!%15TIN6 30b' y w 3 6 WATER Se" � � Qx wa.00, laa.00, I ( — ]• \ \ m o / 15 ORS FRAME = U m" DI LLINo x; o BUILDING I BUILDING 2 J / Q� 01 n" kT F,F0IE 066.3 a �x PROPOSED I STORY a PROPOSED I STORY 6ATE 4'G.L.F. O $ MINI STORAGE BUILDING o MINI STORAGE BUILDING I \ \ bo' X x 4) -Z 11,550 sf (dry buildin ) 11,550 sf (dry buildinq) / \ Q 4 SLATE GONG.WALK a J Oca Gp 5-1,Gonst Glass 5b-% el = 51.5 Occ 5-I,Gonst Glass 5b - ff el = 5'1.5 ►� \ i t PAT,o � GARAGE FILED UNDER SEPARATE APPLICATION FILE�UNDER SEPARATE APPLICATION \ O n, \ / ry GONVER510N to x / .01 b.b' I6.0 b I STO OFFICE of 44 Occ CV B,Garmt CI°sa Sb m FILED UNDER SEPARATE o-' O APPLICATION •� 7ry O Zlb' 16.0 x v 30.3 X X m PROP,WATER SERVICE GoWALK ^ \ \� v' LINE OF 9 HOUR RATED LINE OF 3 HOUR RATED PROP. % FIRE WALL(TYP) FIRE WALL(TYP) /n \ / KEYPAI \ Ql I60.00' \ \200.00' 1 �` F, ? I I SPACES x D O \ \ \\\\ \\\\ _ `y'4 �O _p �� � PROPOSED SIGN ASPHALT DRIVEWAY m�° BUILDING 4 I J / \ ��'' •� � e cf PROPOSED 1 STONY \ O ery e" �g PROPOSED I STORY ,b MINI STORAGE BUIL y x„t, ® PROP. NI 5TORAGE BUILDING o \ 000 sf (d buil KEYPAD O O q / A 0 3 cd .� PROP.P05T 8 RAIL FENCE \0 600 sf (dry building) o OGc Gp -1 Gonst Glass 2b FF el = 5-1.5 I \ Q .) 0� x x x x x x x 'f,,, CUFF IeGon5l.5 lass FILEd UNDER 5 PARAT A PLI ATION p GATE i „ ANDSGAPE AREA / \ 200.00' 200.00' I F — \m°ry BUILDING 5 BUILDING (b J m 3=In PROP.SCREEN PLANTIN65 w PROPOSED I STORY PROP05ED I STORY — \ \ ry° ' \`I MINI 5TORAGE E�JILDING MINI 5TORAGE BUILDING / \ u g 12,000 sf (dry building) $ 12,0005 (dry buildin ) ° 3 ry N 4 °03' O" 233.52' PROP.b'FENCE o w o Occ �p S-I,Gonst Glass 2b - FF el = 51.5 Occ 6p 5-1,Const Glass 2b - pF el = 51.5 \ LL d o LL P ?�It FILE UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION L\ \ \ BLOCK RET.WALL pC \ Z CONCRETE O d Q ,(a POTATO BARN O tO I�w p%" ry0 LAND N/F OF WJF FARMS LLC \ \ u (COMMERCIAL SITE) z L) 1 I I I I I I I I I I I I I I I I YA �33 a o o PROP,b'FENCE �I00 N 46005'00" N 560.Sq' GRAVEL DRIVE SI TE PLAN REVISION S 5P-I 1" = 40' THE5E PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIME6ON5 AND 5HALL BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. Unit 2 Go GOX5 LANE Mini Storage MULBERRY ST. 0 � °4 11900 Oregon Road PROJECT LOGATION a Cutchogue , NY Q °�� TUTHILL ROAD Q J O p a w �� KE1' MAP SITE E PLAN _ O DRIVE RGE nt°DEPOT LANE BUIL®INC 3 and 4 4A51M VP� Pt DATE FAMI A5 NOTED �1 SCALE I OF 2 DRAWN SY jA8 CHECKED 5 r DD „ LEGEND DAA FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE "FIRELITE” OR APPROVED EQUAL, DiGiovanni ZONED AND ALARMED SYSTEM. Associates cLOF SYMBOL DESCRIPTION MODEL NO. FIRE WALL Architects I I I I I j FAGP FIRE ALARM CONTROL PANEL E5-20OX - FIRE LITE LOCATED IN DETACHED OFFICE BLDO (ADDRESSABLE) 26 preston avenue FF-I sea cliff, n 11579 PULL BOX BGI2LX - FIRE LITE y „ = 516 671 - 3624 I I I " I II I II ADDRE (I II I II I, I .I ( 55ABLE) fax(516) 759-7138 ® 1550 FIXED TEMP. HEAT DETECTOR FIRE LITE 550HT (ADDRESSABLE) I FD I I 1q-11� RED Rpy/ H�J HORN 4 STROBE - 24DC FIRE LITE �,p P 'Gi�� V Q (5Y5TEM 5EN50R) �� v2 n-A FOLZ Fp o 3 Z �w PHOTO ELECTRIC SMOKE FIRE LITE _ I I I O G G S O DETECTOR 5D365 ADDRESSABLE �8�s9 NEW FD 2 I/2 HOUR FIRE DAMPER LOCAT ION TO BE COORDINATED with DUCTWORK ft 155dJED o H/5 � o 0 0 0 0 FIRE ALARM NOTES: MEGH RM Ln MEGH I. FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL RM COMPLY WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. _ 5 HOUR RATED I STATE AND LOCAL BUILDING CODES N.F.P.A. 12 AND ALL RATED FIRE I I WALL (TYP) AOENCIES HAVING JURISDICTION. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, JUNCTION BOXES, CABINETS, ETC. FOR I I II I II I I O _ _ A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CN FIRE ALARM SYSTEM EQUIPMENT WITH WORK OF OTHER TRADES PRIOR TO INSTALLATION. 4. ALL MANUAL PULL STATIONS SHALL BE MOUNTED WITH THE HANDLE 48" ABOVE FINISHED FLOOR. 5. ALL VISUAL DEVICES SHALL BE MOUNTED &0" ABOVE FINISHED FLOOR OR 6" BELOW FINISHED CEILING OF OF WHICHEVER 15 LOWER. FIRE WALL FIRE WALL 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS 160'-0" AND PERMITS PRIOR TO START OF WORK AND OBTAIN SIGN-OFF FROM ALL AZENGIES HAVING JURISDICTION UPON COMPLETION. FIRST FLOOR PLAN -7. A FACTORY TRAINED TECHNICIAN SHALL SUPERVISE BUILDING 3 Vail = 1'-0 " THE FINAL CONNECTIONS AND SHALL TEST AND ADJUST ALL EQUIPMENT UPON COMPLETION. ,5. SYSTEM SHALL BE CENTRAL STATION MONITORED VIA CELLULAR RADIO COMMUNICATOR 200'-0" I I I. II I II I II (,L OF CL OF CL OF CL OF FIRE WALL FIRE WALL FIRE WALL FIRE WALL I II " II I II I II 101.011 I II I II II I II II 51M. 51M. i _ I, R E V 15 10 N 5 II " _ THESE PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 WILL BE PR05ECUTED. FD S FD 5 FO 5 FO - 5 �/S o CONTRACTOR SHALL VERIFY ALL FIELD 6ONDITION5 AND O = o o = o p DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT 0 S' AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. MEGH RM , - I I - tMEGH RM 1 - - - - - - - - - - o i Unit 2 Go I I 3 HOUR RATED I I Mini Storage RATED FIRE 5 5 5 WALL (TYP) I I o i i ►i 11900 Oregon I 0 o Road g i I uc e , I II I_ II III III I I. III P � thou NY I_ II I_ II I_ II I_ P � II I .I _ II g i BUILDING 3 '$ 4 I I I I I OF OF OF OF FIRE ALARM PLAN FIRE WALL FIRE WALL FIRE WALL FIRE WALL 200'-0" p Alger& 4/15/22 FIRST FLOOR PLAN DATE A-2 BUILDING 4 115 = 1'-O" A5 NOTED SCALE 2 OF 2 DRAWN BY J V 8 CHECKED BY DO ' NN/MINMNNMII/Mlwll low%. N t7 DiGiovanni M 0 R A Associates Architects BUILDING 4 26 preston avenue sea cliff, ny 11679 (516) 671 - 3624 fax(516) 759-7138 1 -'1900 Oregon Road �. utchogue, ICI-110 Q�� \�p..DIG/OGi COX LANE n Ib _ FOP NEW �� 0 m � ISSUED t-ANo N/1r of NORTH PC�K RFGrccrAiS rA�. LAND N/P OF 1EANNE MGs root/-ofl'�-os-ov4, ��� ( I¢CiAL 517E L MTER1 (COMrtk"RC/AL 51TEJ GI' 6 me, n tx 'O AN LINK -N:,E a �6' b'PENCE x �}\'�, 5 47°0 i'00" E .... —_W......._.. - —- . ...... _.......... _. _ _ w U �e ._.... _ MPROP 5 b2 O ft - x A'CHAIN L�NK PN- - 't GATE Z. S Y 2 W p d3 kO Ex sr1Ns avx x a us y g8.07' 198.00' ► r 7 ,4WA'IL'R SE px TOR'r FRAME DL x,-ur BUILDNG I E3UILDING 2 0 ADDtoy, Y P.P.EL.".s �xl PROPOSED I STORY MINI STORAGE WILDING PROP05ED I STORY / _r MINI STORAGE BUILDING HOW 5F (d bui!din )sA� s'cLF- 4 II,bP�O sf {dn� Ipufldln3) F � '1 r '� x- x .p la n-�,•�1p = ``•. if r Te coNc.wALK OGI D 5-I, R 5E ARA 5b- P el = ON OFILED UND1 R 5EPARATE APPLICATIONS EARACE FILED UNDER 5EPARATE AFf`'LIGATION �t CONVERSION to x OFFICE 1(tr I STORY Tq7 s1 �:.t ' _ �4 Du B.Gave Glass 9b ! I yy.O �y 4 FILED FL CATION .� 4{f .� i+ �p ,,.,x _...�,x C,. w r(� ,7 PROP'.WATER SERVICE V'IALK LME OF s HC4R RATER "� mom' • �.�L 1 2 FIRE WALL MIT) PROS T11'T 1 0 Its AePHALT mlgr lr U UI LD 11 5 4 . > 40 ._... !"I.2O!'OSED 51.1`aN W _._.. ,,..__ _...__ -----` �, BUILDING '.� k PRO�'OSED I STOi�Y o II t� - PROF'JSI TJ I STORY MINI 5TORAGE BUILDpING / w� �"` MINI STORAGE %ILDIN9 o I AOO si (dry building) ( / ! ! �a 0 � KErPAr� � q,&OO sF (dny bu!Id1nOJ fl Occ OP�I,Gorst Glass 2bIFF el = 51.5 ! / �f V fir' , p,ROp.pt�5r a RAIL FE�iGµ x x Oc� f5 S-I,Gonst GIa�s 2b F�el = 51.5dy x x z x x x pp r% eXrE TO BE FILED UNDER SEPARATE APPLICATION I l Ar AREA , ! R v k tty 200DO, 20 oa' I 7 �ci1 rr of BUILDINGS BUILDING ( J PROP O5ED I STORY PROP.SCREEN PLANTINC-5 PROPOSED I STORY MINI STORAGE WILDING + MINI 5TORA6,E BUILDING !2,000 sf (drr buildi / 12,000 36 {dry bulldln J - $ Occ G 5-I,Gonst Glass 2b el = 5�.5 Occ 5-I,GonSt (10s5 2b- el = 5'7.5 - ; Ann N 4 903' O" I 255 2' PROP.6' FFNCe »t'' n FILED UNDER 5EPARATE APPLICATION FILE17 UNDER 5EPARATE APPLICATION r in C / LANri+N/Fi OP'4YJP 1=ARM3 LLC I,:� ,�+1r✓ � ! � J160MMERCIAL SITE) YA ! -- — — p WWI PRO b PENCE P ' PEN Q <a 00 ._...—..._... ,.,. N 46°03'00" N &RAVEL DRIVE60.8-I _ Li 5/33 RE- V 15I0N5 SITE PLAN I r,•w- 40' THESE PLANS ARE AN INSTRIAIENT OF SERVICE AND ARE THE 5P- "0 FROPERTY OF THE ARCHITECT.INFRINO MENT5 WILL BE PR05EWfED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE- ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. Unit 2 Go GOXS LA'�E—� MiniStorage MUL6ERFtY 5T. 0 H 900 Oregon Road pR0.1>~GT LOCATION v w� a �` Cutchogue , NY TUTHILL ROAD O q w T PLAN 2 z S n�vE Rre �GEY MAC' h>g DUI L D I N5 4 st ali i12oAN D A T E Ain A5 NOTED 5GALE I OF 2 DAWN E3Y IMB CHEC<ED 5Y DD 2oD'-o° 13 ri 11 CA I_ q I 11 ,( 01_ 11 I 11 IDAA 13 ri .(1-011 A I-Ou +IY 11._011 41-011 41.011 41-011 4.011 41^01' ������a (TYP) (�P)f I '(YI I'-P} (TYP) (TYP} (TYP) f(TYpp (TYP)T Associates Architects 11 1 II I II I II 11 11 I II I II I II I II I II I II 11 I II I II I II I II I II 1 II I II SMOKE TIGHT 26 preston avenue JOINTS (TYP) sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 3 HOUR RATED RATED FIRE WT WT WT WALL (TYP) WT OT Iq-•IID ---'. 011ie q 1_ II 1_ 11 i_ 11 1_ 11 I_ II I_ COMBINATION LED EXIT/ _ 11 11 _ EMERGENCY LIGHT with 'f BATTERY BACK UP 69 (TYP) 0 WY ® ,�-^ 4 El EM{Ex LT t c, } Q E LT +LT x I MT-X)H E LT ( CM/EX LT 1 t 3 HOUR RATED RATED FIRE WALL (TYP) OT SMOKE TIGHT JOINTS (TYP) I II II I II I II lot-oil I II 1 II I 11 1 II 1 11 I II I lot-OI II _714I 11 I II I M I 11 I 11 1 11 -011 1 1 i OF OF OF OF FIRE WALL FIRE WALL FIRE WALL FIRE HALL SEPARATE ROOF Je SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF FRAMING TYP FRAMING TYP FRAMING TYP FRAMING TYPE 200'-011 FRAMING(TYP) FRAMING(TYP) FRAMNG TYP i` F RAMIN(5 TYP FIRST FLOOR FLAN BUILVING 4 VV, = 1'-0" FIRE ALARM NOTES- 1. FIRE ALARM AND SMOKE (DETECTION 5Y5TEM SHALL COMPLY WITH MANUFAGTURER.S INSTALLATION SPEGIF=ICA7ION5. *' 57ATE AND LOCAL BUILDING CODE5 N.F.P.A. -72 AND ALL '=t- AGENGIE5 HAVING JUR.I5DICTION. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, JUNCTION BOXE5, CABINETS, ETC. FOR A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL F IRE ALARM S1':,TEM EQUIPMENT WITH WORK OF OTHER TRADES PRIOR TO INSTALLATION. 4. ALL MANUAL PULL STATIONS SHALL BE MOUNTED WITH THE HANDLE 48" ABOVE FINISHED FLOOR. 5. ALL VISUAL DEVICES SHALL BE MOUNTED 8O" ABOVE FINISHED FLOOR OR b" BELOW FINISHED CEILING !AIHICHEVER IS LOWER. b. CONTRACTOR SHALL OBTAIN ALL REOUIRED APPROVALS ACOUSTIC TILL CEILING IN AND PERMITS PRIOR TO START OF WORK AND OBTAIN SUSPENSION SYSTEM with R-3b BATT 51GN-OFF FROM ALL A6ENGIE5 HAVING ,JURISDICTION INSULATION (TYP) UPON COMPLETION. FULL HT 3 HOUR RATED REV 1 5 1 0 N 5 7. A FACTOR`i' TRAINED TECHNICIAN SHALL SUPERVISE FULL HT 3 HOUR RATED WALL BEYOND(TYP) ADDRE55ABLE FIXED TEMPERATURE THESE HA_L BEYOND (TYP) PROPERTY PLANS ARE NINSTARCHITECT.� F NINF SERVICE ERM E AND ARE KILL 8E THEAD T-�E FINAL CONNECTIONS AND SHALL TEST AND HEAT DETECTOR(TYP) PRA5EGUTED JUST ALL EQUIPMENT UPON COMPLETION. 12 b. 5Y5TEM SHALL BE CENTRAL STATION MONITORED 4 ,''- ��� SMOKE TIGHT �� CA TOR SHALL VERIFY ALL FIELD CONDITIONS AND VIA CELLULAR RADIO COMMUNICAT0R. JOINT 0 FIRE 12 D 510NS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND OJANT17 OF WORK.NO ALLOKWE SHALL BE MADE WALL (TYP) �� 4 ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEaE(,T ON HIS PART. LEC7ENE;) Unit 2 Go FIRE ALARM AND SMOKE DETECTION SYSTEM - TO PLATE EL. +I�1-0" SHALL BE "FIRELITE" OR APPROVE® EOUAL, m � Mini Storage ZONED AND ALARMED SYSTEM. r+ 5'f'��50L• 2 S>:�,RIFTION 1'102EL. NO. FIRE ALARM CONTROL PANEL E5-20OX - FIRE LITE sY l 190o Oregon Road(ADDRESSABLE) _ Cutcho ue NY LOCATED IN DETACHED OFFICE BLD,� � � g � r PULL BOX 5012LX - FIRE LITE (ADDRESSABLE) MOKE TIGH MOKE TIORFE L5VL0NG4 (� Ig49 FIXED TEMP. HEAT DETECTOR FIRE LITE 350HT DINT 6 FIR JOINT FI 1 (ADDRE55AF3LE) WALL (TY FIRE LARt� FLAN LL TYP HORN 15TROBE -- 24VDG FIRE LITE To IUt FLOOR SLAB I� DATUM EL. +0-O' (5Y5TEM SENSOR) _ f •• ` .•.'J • S • .�- i77:--I I I7__1I II iI--f =-1I1I II I I__I I I_I I I_I 1 I__-1i H I I_1_I I I__I I I_L__I I I_III_III__III_III_III__I I I_III__III_III_III_III_III_ll1 I I i_I I I__I(I I I I__I I i_I I I__I I I_I I I 111-III_-I I I_I I I III-T I I-III-III-_I I I-_ll-�. •-I -i ll-I I-_ I- _-I I�- 1 I1='11M'1 • •� -IPIT, I�-�I I I II I II II� II-I I I_ iit I _�II III--I1I 11=-1 I I -_ ADE 0 PHOTO ELECTRIC SMOKE DETECTOR FIR~ LITE SD3bS I_III III�I n A r e (ADDRESSABLE) -I I I lEI l 6 CONCRETE 2 RIGID INSULATION I-I 11=1 I 111=I I-III-I I=11=1 I I NOTE: ALL STRUCTURES ARE NON-HEATED/COOLED (NO HVAC) I-III-III-I SLAB (4,000 PSI) (np) III-I _ A5 NOTED -I I I= = 1=I I I-III /� I III=- THEREFORE NO CARBON MONOXIDE SOURCE I ITT 1=1 I1=1 11=1 I I 1 � I ��,D I N ,O S �Ij T I O I �l `�I 1-1I 1=1 I I=i I s c A 2 OF 2 -:2 NR.AWN BY BUILDING 4 1/411 = 1'-0 " CHECKED SY DD Took *V" A00% do*"*ft—A 190"ft, IDAA ® E3 NN J DiGiovanni & jL N, E T N I M S T 0 R A G E Associates Architects BUILDING 5 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 1 -11 9 fax(516) 769-7138 .1 0 Oregon Road Cutchogue, New York 0 la-ilo �\S�ERED.gR Q�, \Q P.DIGS C'Si J -7 C, ,, z N Cox I-'`a`NE _ --------- — -- 0 169 za ah I LAND N/F OF NORTH FORK FtLsGYGLlN6 lNG. LANUIOC�D-083-0"J!�t?4G IL90O-CilS'J-O3-O04.7 (GOhN"�!¢GlAL 517E-t^ELL yfATE+� (LOMh�RG/AL SITFJ d PROP.b'FENCE 5 46024'50" E 4�3.Iq' a n 5 4 °OI'OO" E 33 .86' ......_. _, -- _..... ____ .. _........... � 6'Ch1AIN L E k'GNAIN OINK PNG 1 4 r , 4, J .I Q v IL Q C' -Cx15TINB a Sal,' - tu14 .- _. WATCItI ox a___— Iq�ca,.' iae.ao' J I 2 3 +� Z u / a r� C41L; EXI87tN6 Z I gv»E%"E x� E BUILDING I _ PR�'JPUD5RDu STORY' ( J // ~ P F.fL.".S xl PROPO5ED 1 5TORY v 3' MINI 5TORA61:BUILDING c MINI STORAGE WILDING / a II43B0 sf (d buildir:c�) T Y ' 0 § '_._ � II,S80 5f (dr°u�buildirca� ,� '"y A �, -,,:,�__._...) ., canc KALK _ n j Occ 6p 5-I,Const Glass 5b -If el = 5,75 Dcc Op 5-I, R SC- Glass 5b - f el = ON FILED UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION PATIo a C-ON VERRSAICN to aFFIGE 111 5TORY-rr sF APPLICATION s 3' vh m 1 ?Ib' 18A x 80.1 x x �f � �i•:\` H W .GONG. "`' PROP-WATER SERVICZ r WALK `gyp. L �;K�®EYFA 200,00' I r 7 � �� _ rkp� BUILDING 4 } PRDPGSEQ 51ON ASPHALT DRIVEWAY I J 1 `� Q �a BUILDING 3 PROPOSED I STORY a ' PROP05ED I STORY MINI STORAGE E3UILQINGr a a xNrQ PROP. $ MINI STORAGE BUILDING $ 12,000 sf (dry build n ) Cy KEYPAD 9,600 5f (dry buildina $ Oc- 5p 5-1,Const Gloss 2b FF el = 5TS k ' g a FRG".POST E RAIL FEKGE x OGG Op S-I,Cons;Clo%2b �el = 51.5 FIL CJ UNDER SEPARATE APPLICATION ••- f} x x x x x x TO 5E, FILED UNDER SEPARATE APPLICATION ~ e 4 BATE _ ANCSGAPE AREA 1 �iRt Or WALL R'RAf[D (If n ty ` oOQ m IL\G 5 EULDING 6 _j / P I T Y PROP051D I STORY =n PROP,%REEH PLANTIN65 I I PR0 DSED 5 C / MINI STORAGE IL IN G MINI STORAGE BUILDING 1 �. " R ' .,I.. = _ .t: ,,t - = 2,ODO 5f (dry bull 1 12,000 sf (dry buildinaJ A "' " �i n nntth� Occ 6 5-I,Gonct GIaSs 2b FT „' a � -� � �, w .� acc Gp I,Cons, Gltars 2b�FF el = 5?. l d ° o a N 4 °O3' 0" 253.52' PROP.h'FENCE ''% f FILED UNDER SEPARATE APPLICATION � CLOI.iC�eT.WALL'-'-`.--,-.---•..._.___-__ -� � \,� \ • GONcQETE © w '� \ • POTATO BARK LANvaoc�-n��FARMS-G�z..z U6 (GOM1 RCIAL SIM , f ". o o _ PROF 6'FENCE O O N 46°03'OO" A lskAYEL DRIVE 560.6�' R E V 1 5 1 0 N 5 SITE PLAN „ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PRO55ul TED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. Unit Z Go CoX5 LANE Mini Storage h"PJLE3ERRY 5T. ' 11900 Oregon Road PROJECT LOCATION p Cutchogue , NY TUT HILL ROAD ua 51 O w T PLAN �OMNFE'RGE KEY MAP DEPOT LAN\ ...._._._._\ �111/20 D A T E e A5 NOTED SCALE DRAWN 5Y JYLJ CHECKED SY DD ti Ll 200'-0" IDAA M 11 DGiovanni 4'-0 11 4 1 _0 1 1 1-0" 4'-011 t4'-011 (-Q" Y' Oil 41 0" Associates f(T-T'PF' (TYP)f (TYP) (TYP)_ (TYP) (TYP)t (TYPt fI)f Architects I I i 26 preston avenue _ " _ " _ " " _ " _ " _ " " _ i' U. '- " " lo _ " '_ " I. Io _ " _ " _ " _ " " sea cliff, ny 11579 Jo�KE TlrHT-/ (516) 671 - 3624 TS (TYP) fax 516 759-7138 3 HOUR RATED _ RATED FIRE I�-IID HT HT HT WALL (TYP) HT -' HT G\5•��REOgRC �r 0 2 A Z ' N 9> 69 .�. NEW( ) ) l H/� 3 HOUR RATED RATED FIRE WALL (TYP) SMOKE TIGHT .JOI NT5 (TYP) ' " ' 11 4' " 4' " ' " ' " ' '1 ' II 16 .1 0 0! 2 %-L r rp .1 1 61 OF of OF C, or- FIRE WALL FIRE FALL FIRE WALL FIRE WALL SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF�, SEPARATE ROOF FRAMING TYP FRAMING FRAMING TYP FRAMING TYP 200'-0" FRAMING TYP FRAMING(TYP) FRA ING TYPE FRAMIN5(TYP) FIRST FLOOR PLAN �-2 BUILDING 5 I/8" I-oil FIRE Al.®A RR 4 NOTES: J I. FIRE ALARM AND SMOKE DETECTION 5Y5TEM SHALL. COMPLY' WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. STATE AND LOCAL BU I LD I NO CODES N.F.P.A. 72 AND ALL '- AoENCIlES HAVIN& JURISDICTION. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, .JUNCTION BOXES, CABINETS, ETC. FOR A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL FIRE ALARM SYSTEM EGtUIPMENT WITH WORK OF OTHER TRADES PRIOR TO INSTALLATION. 4. ALL MANUAL PULL STATIONS SHALL BE- MOUNTED WITH THE HANDLE 48" ABOVE FINISHED FLOOR. 5. ALL. V15UAL DEVICES SHALL BE MOUNTED 50" ABOVE FINISHED FLOOR; OR 6" BELOW FINISHED CEILING WHICHEVER 15 LOWER.. 6. CONTRACTOR SHALL 057A1 N ALL REOUI RED APPROVALS ACOUSTIC TILE: CEILING IN AND PERMITS PRIOR TO START OF WORD: AND OBTAIN 5U5PEN510N SYSTEM with R-35 BATT SIGN--OFF FROM ALL AGENCIES HAVING JURISDICTION INSULATION (TYP) UPON COMPLETION. FULL HT 3 wow RATED 7. A FACTC7RY' TRAINED TECHNI C WALL BEYOND (TYP)IAN SHALL SUPERVISE FULL HT 5 HOUR RATED R EE V 1 5 1 0 N 5 THE FINAL CONNECTIONS AND SHALL TEST AND WALL BEYOND(TYP) ADDREE55ABLE FIXED TEMPERATURE AD.lUST ALL EOUI PMENT UPON COMPLETION. HEAT DETEEG INSTRUMENT TOR(TYP) THESE PLANS ARE AN OF SERVICE AND ARE THE � PROPERTY OF THE ARCHITECT.INFRIN6EMEN75 WILL BE S. 5Y5TEM 5HALL BE GENTRAL STATION MONITORED -'' PROSECUTED. VIA CELLULAR RADIO COMMUNICATOR 4 � H� �� IZ CONTRACTOR 5HALL VERIFY ALL FIELD CONDITIONS AND �� 4 DIMENSIONS AND SHALL BE RE5PON51$LE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NF.6LEGT ON HIS PART. L.EGENED FIRE ALARM AND SMOKE DETECTION 5Y57EM JTO PLATE EL. +12'-0" Unit �'1 L � 5HALL BE "FIRELITE" OR APPROVED EOUAL, K, - ZONED AND ALARMED 5Y5TEM. 5YM50L DS%R I FT I ON Ni`0TL. NO, --_= Mini Storage FIRE ALARM CONTROL PANEL EW5-20OX - FIRE LITE _ 11.900 Oregon Road LOCATED IN DETACHED OFFICE BLDG (ADE7RE55ABLE) _ Cutchogue , ICY ® PULL BOX 5012LX - FIRE LITE ` — (ADDR.E55ABLE) v MOKE TIGHT MOKE TIGw Ici4° FIRE I OHT;) TEMP. HEAT DETECTOR FIRE LITE 55 INT a FIRE OI (ADDRESSABLE) WALL (TYP) JLL (TYP) To Ist FLOOR SLAB - FIRE A L A � PLAN HORN STROBE - 24VDG FIRE LITE DATUM EL. +0'-0° Eli =—d P55 E4 i I 9A FiE�= (5Y5TEM 5EN50R) _ 11 III=11 11III=1 I=1 -I 1=1 1=III=11-IIf=1Tl=III=1 -�1=III=1ff=1 -I =1Tf=1Tf= 1=1TI-7f=1 = I- -Iff=1Tl=III=1 -I =III-III-TI-III-iTi-1Tf-1Tf-III=11=1T1 II-I - _ = 1= _ _ - - - - - - - - - - - - - - - GRADE =III=I _III=1 11= - _ _ _ _ _ 1 I 1 _ _ _ _ _ _ _ Zf _ _ _ _ _ _ _ _ _ - - L _ _ _ _ _ _ I I-III-III I I III III-I I F-III-I 11=11-I 11= 1 I I I_J I-I]� 1�I-T_I I I III 7f 1TI t I_I I I III - I III-I I-1 11=1 ICJ I- 1I . I�JTI I 1f==I=II=T11 1I 1Il--I=I=Il II I- - =- . =- =I-=I I I I I1-IIIIII--I =_IIIIII- =I =1 I(ADDRr 3LE) I I 6" TE T RIND INSULATION =I II=I1 1I_- t �D!AI 11 T2 Dr1PWOTO ELECTRIC SMOKE DETECTOR FIRE LITE 57365 SLAB (4,000 P51) (YP) F m m ; NOTE: ALL STRUCTURES ARE NON-HEATED/COOLED (NO HVAC) - III-III=11 Bll I L C� I NG � T I DN '�- - - THEEREFORE NO CARBON MONOXIDE SOURCE �_�-��-�� -I I1=1 I 1=1 11=I I A5 NOTED I SCALE 1 2 O� 2 A-2 BUILDING 5 1/4" = 1'-0" CIRMN 5111 JV5 CHECKED 81' DD DAA CC! INN rt 3 DiGiovanni & Associates M, N 1 0 R A G Architects B, U I L j 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 1119uj,X0 I�-IIG STEE OPv 1D A. �C 990 i � y cn r 0 m z y YoFk R� 1l 155E° ED r L�looD-D83-os-o�a�� � y,a��,,� i�GY�;rw.._.:. taDO-083-IAL 61T.'� j 1J � Fzcfai.5rrk-r�t.r.�rr�J r>~p!,.++.rti�.rnt grrFJ ' 5 4G°24'SD" E 4 S.IP' W __ _- _........._ $ ..........._..._ °cHr j+Llwc r wc� PROP.6 PENGe o x FIN ;tIL u r� a rn exwsrll+% Sob t 3 a i __ -7 '. WATER tE+rn � t z Qx � "..,,..�.._. I�b.00' 19P�ba' 1 � \ Q DWELLING x- 1- ; Q y �t 3 �1J � �'•r,;' ii 19rORY FKAME I BUILDING 2 P F EL.66.5 f �`.fix PROP05ED I STORY PROP05CD I STORY � 4� t $ MINI STORAGE BUILDING MINI 5TORA6E EUILDIN5 a 160 Te rr wALK a x ,F, _. I I —µ 4o Ore, �I14,80 C.or s{G ss 5i ink I188J 8f (dry buf ldirt ) I j / 4 0 f a_ f - cc 5-1,Gant Clois 5b - f el = 51.5 f eI 5't.5 O C�noGARAGE FILE UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION r a� b bD STORY E I STORY TxT*5f eQ �31 6p?'Gars:.f lme Sb f u O FILCp P-Wr TION ..TC y 3Q.'S' 'AF'?(_IGATION%..� ............ ...,.._.,",."...,/ r,Cl01 NG WA�_Y F( PRO'. PP d Iba 0a' 2JCi 00' l F /f �T 0 �p�a PROPOSED SIGN ASPKALTCKIVEMV ro IWILDINO 4 e4 m._._. -_._ a_" �— a BUILDING 3 D STORY 0 PROPOSED I STORY NI STOREr I EW "'j � - MINI STORA;,E BUILDING J e' MINI STORAGE EUILDIN"i 12,000 sf (dru bi0dir: ) ` J �� Q t a ! KEYPAD 1,600 s% fdr- building? � Occ C 5»I,Gonst Glass 2b F� el = 51.i c� PF2OP.P05T 3 RAIL FENCE Oct, Gp D DER Glass AT F� el 15'TI \ p �.�� _ � � x x sAr� x x x x_�-____._x,. � TO BE FILED UNDER SEPARATE APPLICATION � � j ANP5CAPE AILEA ` a t" 200.00' .200.00' I F 7 � 4 BUILDING 5 (r, STORY PROP05ED I lw STO o x m PROP.SCREEN PLANTIN65 PROPOSED STORY p MINI 5TORA(5E EVILDIN6 MINI 5TORACC BUILDING �2 n. r� 12,000 5f (dry buildinr t2,OOO sf (dry b°�ildlna) ° m Occ 5-1,Cans, Class 2b- el = 5-7.5 Occ Gpp 5-I,Gonst Glass N 4 03 D 235.52 PROP-6'PENCE g — FILEC�11NDCR SEPARATE APPLICATION ' oa r n < FILE UNDER SEPARATE APPLICATION _Mau:.Rer.vu1' � CO �sTG/AO746APk � 1� Ly IC:OMM�RGrAL srr� '�" I, � Z 11 I "I'+' -- PROP.6'FI.WE Y Qo "_ v, N 4G°D3'DD" W MAYE1.DRIVE 5hD.8� REV11 SITE PLAN 5 0N5 PROPERTY OF THE ARCHITECT.INFRINGEMENTS RILL BE - 1 If - 40' T PLAN5 ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS,AND SHALL BE RESPON51ELE FOR FIELD PIT AND WANTITY OF WORK.NO ALLOWANCE SHALL BE MADE BU I LD I NC GCSI� , NFLY�I ON THE MHALP OF THE CONTRACTOR FOR ANY ERROR OR !! NEGLECT ON HIS PART. Chapter 3 - Use � 0,Gupancu Classification � 31I 51toraac Croup 5 Chapter IO - Means of Egress 51I-2 Moderate Hazard Storage Group S-I Table Maximum Floor Area AllovIonce per Occupant 10045 500 sf/occupant -- Karchause Unit �� Chapter 5 - General Bulldino Heiowt 4 Areas Table Egress width ' 505 General Height 8 Area limitations 1005 0.27occupart - 3'-0" door = W occupants f Table Allowable heiaht $ building areas Actual persons per 5'-0" door = 1-2 505 Type 25 = 11,500 sf and 5 stories 12 < I&0 Therefore OK GOX5 LANE r Mini Storage Actual Max building area = 1.2,000 sf and I sty Table 5paces with one mcorn of egress 1 LBE!RY ST. 1.2,000 < 1-7,500 - Therefore 0i4, 1006 Occupancy Group S = 2ci occupants maximum a Iv Actual occupants = 24 11900 Oregon Road Chapter - Tgpcs of Construction Therefore I means of caress required -- 2 provided ,/ ,Ff `� 6022 Tuoe I r<<.II - No -CombustiEale Table Travel Distance z i." FR0jL-OT LOrATION Q _ ll �TtT^^++ Table 601 Fire Rcsi5tonr-c Ratings IOO1�.2 2O0' max travel distance without a sprinkler system ��!• TUTHILL L,UtChobUe ? lei t Type IIB - 0 hour ratina for all cornporents Actual max travel distance = 100', Therefore OK ROAD Table 602 Fire Resistonce rotirc3 for extericr- walls based on fire Table Dead ends - 20' maximum if more than one exit is j p separation distance 1020.4 required � � ��� Type IIB construction orenter char•• 50' separation No Deod Ends Corridors, Therefore 0K b r,0jm Y p = O hour ratino rcc[uired for 5-1 r-'.cupancy -, ' -- a��v� Rc " 32'-0" minimum separation provic;:-1, Therefore 0K - - -_ DU Chapter, "i - Fire Rcsistan�e Rot-cd Construction 1, DEPOT s05 Exterior walls 05.8 Allowable area of openiras shall r.-,t exceed values per table "705. 1l15l20 Chototer cl - Fire FrotaG'ions 5 W. f,ms C103 Sprinkler 5ystcros A T ,1032.cf Group 5-1 Required if fire area exceeds I.2,000sd A5 NOTED 12,000 = 12,000, Therefore OK NO Sprinklor Slysterr, 5 G A L E I OF 4 re uire� PRAWN 5-r GHEGKEI:!BY DD I A4 Associates Architects seacliff, ny 11579 I (516) 671 - 3624 fax(516) 759-7138 i 1 10 A, TYPICAL 5LAE ON SRADC GON5T:I °i y 6" - 4,000 PSI STONE /ONGRETE I j I WITH bxc W 2.Qx2 a W.W.F. I E9 1 \Ew TOE' OF S-LAS' ELL'/.: yOR rSFE DETAIL 3,/A i I 155JEI� I I I I I i A-b s FOUNDATION FLAN A-1 BUIL©INO 4 I/8" - 1'-0" LINE OF ASPHALT PAVANS(PITCH AS SHOWN) -T•0.5LAS EL, +0'-0" bxb W2.1 x W2.q N.N.F. GENERAL NOTES CON(RETiI NOTES SREGIAL INTECTIONS ASPHALT PAVAN <1 a x x x x I. ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF ADJOINING LOTS AND 51DEWALKS, I. ALL CONCRETE WORK SHALL CONFORM WITH THE REOUIREMENT5 OF THE CONCRETE INSTITUTE (ACI) 515-2011. I. PRIOR TO BEGINNING ANY WORK,THE OWNER SHALL RETAIN 5ERVICE5 5ER',/ICE5 OF ACCEPTABLE LICENSED N PLACEMENT OF FOUNDATION CONCRETE ON SOIL SUBGRADE IS SUBJECT TO SPECIAL INSPECTION PROFESSIONAL ENGINEER TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE INSPECTOR SHALL BE QUALIFIED 4 2. ALL CONCRETE,EXCEPT AS SPECIFICALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE T.C3. WALL DESIGN FOR SHEETING 4 BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HAVINGAN ULTIMATE COMPRESSIVE STRENGTH AS LISTED BELOW: AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL IN5PECTION5 A5 REOUIRED BY NY5 BG. 2" RIGID INSUL.. INSPECTION 4 PAID BY THE CONTRACTOR. OUALT16ATIONS SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH SIMILAR WORK. 2 PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE 5PEGIAL INSPECTION5 IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT z ACCORDANCE WITH THE IREaIREMENT5 OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 -SLAB ON GROUND 4000 P51 NORMAL WEIGHT 2. SPECIAL INSPECTION 5ERVIGE5 SHALL BE PROVIDED BUT NOT LIMITED TO: �d. � #4 BARS a 12" O.G. COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING SPECIAL INSPECTION,ALL PERSONS A. CONCRETE CAST-IN-PLACE BC I104.4 cii EACH WAY /):ASH FAGS RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 B. SOIL - 51TE PREPARATION BG 1"104.1.1 HOUREr PRIOR TO SUCH COMMENCEMENT." 3. REINrORGINC FOR REINFORCED CONCRETE CLCMENT5,11NL>"55 OTHERWISE SHOWN OR SPECIFIED,SHALL BE 4° �° 4° DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. 501L - INVESTIOATIONS(BORINGITE5T PITS) BC 1104.1.4 Pal. D. 5TRUGTURAL SAFETY AND STRUCTURAL STABILITY BC 1`704.Iq ° 3. NOTICE SHALL BE PROVIDED BY THE PROJECT5 OWNER TO ADJOINING PROPERTY OWNERS IN 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A615, E. CONCRETE TEST CYLINDERS. BG I4105.6 Q AGCOR.OANGE WITH THE NY5 BUILPING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT Or 40,000 PSI. F. CONCRETE DESIGN MIX Br. 1105.3 +� ` ) #5 BARS ISSUED UNLE-55 AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 3, THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC INSPECTIONS ARE 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH Qr ?Op00 P51. GONT. (TYP) APPLICATION SHALL HAVE BEEN GIVEN 13Y THE APPLICANT TO THE OWNERS OF ALL ADJOINING NEEDED AND WHETHER HE OR SHE SHOULD IN5PE67 THE SITE PERSONALLY OR SEND A PERSON UNDER H15 OR HER LOTS,BUILDINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROP05ED b MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWISE SHOWN,SHALL BE 314" FOR SLABS AND INTERIOR DIRECT SUPERVISION. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-1/2" FOR BEAMS AND 57IRDER5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION ENGINEER,5HALL MAINTAIN A LOG IN HIS OR HER OFFICE WHICH INCLUDES THE 1'-4" MIN. OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE, POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4, NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN PRELIMINARY TEST(PER NYGGG) HAVE BEEN MADE AND APPROVED. (i) ADDRESS OF THE PREMISES,JOB NUMBER,CONTRAGTOR'5 NAME AND ADDRESS, ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE I. ALL 5TRUGTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. GON5TRUCTION (ii) DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS, SUCH AS DAYS CND POUR JOINTS:SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORCING SHALL RUN THROU67H THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXPOSE AGGREGATE FOR E4 ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE FOLLOWING: CHEMICAL BOND.WET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, 1/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. SECTION @ EXTERIOR NAL.L.. 5. ALL WORK PERFORM1wD IN CONNECTION WITH SHEETING, BRACING,EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE IS POURED AGAINST SURFA0E. 2) ANTICIPATED FIELD CONDITIONS; THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDINO CODE,REGULATIONS OF THE 3) PROPER EXECUTION OF THE WORK, A-I I" = I'-O" REV 1 5 1 C? N 5 NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. ?.. ALL OPENINGS IN FOUNDATION WALLS,LNLE55 OTHERWISE SHOWN,SHALL HAVE (2) #b BARS ADDITIONAL ON ALL 4) GOOD ENC7INEERING PRA(7IGE; SIDES AND SHALL EXTEND 2-6" BEYOND EDGES OF OPENINGS. 5) "SAFE; JOB-SITE CONDITIONS; 6. PRIOR: TO COMMENCEMENT Cr MA55 EXCAVATION,THE ADJOINING PROPERTIES, AND STREETS b) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SHALL, BE VISUALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT 1. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REOUIRED, INSTALL ALL BUILT-IN•-WORK, REASON PROPERTY DE THE ARCHITECT. INFRINGEMENTS WILL K MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF SLEEVES,OPENINGS,INSERTS, ETC. A$REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS (iti) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE 5PEGIAL INSPECTION ENGINEER PROSECUTED, DETERMININO CONSTRUCTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPHS SHALL BE NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER, OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRE(ON5TRUCTION DAMAGE CONDITION 10. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLA5TIG COATED CHAIR'S PER ACI CODE. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HI5 OR HER D FIT DIMENSIONS AND SHALL NALL BE RE5PON51BLE FOR FIELD SURVEY OF THE ADJOINING PROPERTIE5 SHALL BE MADE IN WRITTEN AND PICTORIAL FORM, AND II. ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN AGCOR.DAN6E WITH ACI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION AND QUANTITY OF NO ALLOWANCE SHALL EL MADE TWO cOPIE5 SHALL BE FU'RNI5HED TO THE OWNGR'S REPRESENTATIVE. (LATEST EDITION). SITE. ON THE BEHALF OF THC.CONTRACTOR FOR ANY ERROR OR i. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPINIr OR 12. ALL REINFORVNG 5HALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE' CONDITIONS I L12° SLAE RECESS O. . NEGLECT H HI5 PART. OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CR51 'MANUAL OF STANDARD PRACTICE" {LATEST EDITION). TO THE DEPARTMENT OF 131fILgINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES DOORS(SCE PLAN - TYP.) EXCAVATED AREA IN AGCORDAN%E WITH LOCAL REGULATION,THE ELEVATION OF THE- UtaG+u REO'EST nF TH4 DLpAcrmr-kl-r OF p'JILDINU�,THE SPECIA' IN�.PEGTION EP.'.INEEF.Sue t wreK` etY dILeRLE _„ WATER LEVELS BEYOND THE LIMITS OF THE PROJECT 517E SHALL NOT BE LOWERED 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE DOCUMENTS AND THE LCC.'G DESCRIBED A� FOR REVIEW BY THE DEPARTMENT O�IIB71N , ----�T.D.5LAB EL. +4-0 SO p;a TO PREVENT DISTRESS TO ADJOINING STRUCTURES. SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4".THE SLUMP OF CONCRETE CONTAINING A HIGH LINE OF ASPHALT Unit � RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 8". PAVINS (PITCH AS SHOWN) 1/4„ b. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE 5UBGRADE � bx6 W2.1 x MA W.W.F. 14. CONCRETE EXPOSED TO HEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT. L4 OF THE EXCAVATION, ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENT MinitC3r OF EACH SHIFT,TO ASSURE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORK 15. COARSE AGGREGATE SIZE SHALL BE N0, 51 OR LARGER, CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW PIT. BY THE PROJECT MANAGER WELL IN ADVANCE Or- CONCRETE PLACEMENT.GONCn-TE MIX DESIGN SHALL INGLUPE ASPHALT PAVING WITH N ANY EXCAVATED AREA. ALL STRENGTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL � � " X X x =x q. THE: CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT CONCRETE OR FIELD OROU D H METHOD. bxb MA x W2.q W.W.F (UON) - � 4 ry � 16. GON„RCTE MAT ON GROUND SHALL BE POURED TO THE THICKNESS SHOWN ON THE DRAWINGS ON VAPOR b" SLAB ON CRADIr T.D. WALL 11900 4reban Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER. 4,000 P51 STONE CONCRETE 2" RIGID INSUL. 'SYSTEM IS TO BE UTILIZED, THE DETAILS OF A SHOP DRAWINGS AND 5UBMITTED FOR IT. VAPOR BARRIER SHALL BC POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNESS OF &MILS(005),FREE OF O Cutchc��ue } NY REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x x r. x x _x_x b MANUFAGTIURER'S REOUIREMENTS.ALL JOINTS SHALL BE LAPPED 12" AND TAPED. ` ° Q, 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THG SUBGRADE CONDITIONS PRIOR Ib. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALA. SLABS ON GROUND.COMPACT(IF RE-OUIRED) FILL TO " A � n � � 6 a � �4 4 #4 BARS c 12" OL. TO START OF WORK. THESE DRAWINGS DISCOUNT UNDERGROUND WATER CONDITIONS g59,-OF MAXIMUM DENSITY IN CONFORMANCE TO A5TM DI551-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE �r .g �r • �� }'' "i�'t � Q EACH WAY !LASH =AGE �} �I ;'.PER REQUEST OF OWNERS). UPON COMPLETION OF EXCAVATION. PARTICLES, FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE SIZE ��(�-�U i't`-'"`7 }T� �' *'�Ir � � �� 1�1 ��I�I `� �;{� �� . ,� �1 -- 4" 4 0 4 UhlSHALL BC 2", ADO TO bay BY WEIGHT RETAINED ON THC #la SIEVE,LE55 THAN 4p�o BY 4^ICIGHT PASSING THE rl=1 I=1 1=1 I II 1 1=�=1 I\I�f= =1 1= No.60 SIEVE,AND NOT MORE THAN 10%WEIGHT PAS51Na THE No.200 SIEVE. _ a EOUNPAT"ION NOTES _1=1 I I-III-III-III=III-I III- I-III-III= PLAN DETX L5 I'i. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GRO.,ND SHALL BE LIMITED TO - - - - - ONE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE III I�I III III��III �III , III III �I I � II I I. ALL FOOTINC75 ARE TO REST ON SOIL HAVING A MIN.SAFE HEARING CAPACITY OF 2 TONS PER SQUARE FOOT _ 4 2. 150LATErD FOOTING5 SHALL BE LOWERED OR RAISED,AND PIERS 5HALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THICKNESS OF THE SLAB. z � � -(3) #5 BARS � HCItSHT,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY la FOUND AT A LOWER <^0. PROVIDE SHOP DRAWINGS 5HOWING REINFORCEMENT 4 INSERTS. b MIL POLY V.B. - GONT. (TYP) OR HITHER ELEVATION THAN SHOWN ON THE PLAN5. GRJ5HED STONE BASE 3. BAC<FILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED 5UFFICIENT COMPACTED S'JIL - 14' MIN. STN'CNETH AND WALLS ARE PROFERLY SHORED OR GRACED. D A T E IAI� 4. EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TO 2(HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. A5 NOTED 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS, 6. THE DESIGN OF THE FOUNDATION 15 I OF ScALE 4 BA5ED ON SOIL INVESTIGATION. T /FICAL SLAB B DETAIL SECTION @ RDLLIF DOOR PRAM 5"( J\/B 3 A..1 A-I I" = I'^Q" GH�GKED SY mmmmom DD D A r11 [7, 1'-0" x 1'-0' M;QNTED FUL.15" LED FIXTI.�RE 9 16" 0,,?, MAX, ON DiGiovanni & i MOTION SENSOR OPERATJO;N, Associates Architects C" 26 Preston avenue sea cliff, ny 11579 lit (516) 671 - 3624 V ti I. il fax(516) 759-7138 SGI S ji Q _�COM,51NIATION LED EXIT/ U) > M �— r—� lli r�� ii, r� t� j� .�"'^. i-. I� (—\ I ,-` i �\ 'I, 1 II � I � I 7' rt II awl. I I CI"ME��.�'sv^I�Y LI�*'II' WI}I^ � `� 2 (7 FIAT TIER-I 5A(,< UP 0 Y01"A EMVE X XAL 7771 I __j 771 LT LrI LT <17 .c2i I! II LJE02 . A III lid i II EMERGENCY LED i I II � ,�, , � -j II I t LIGHT VlER'� I: III BACKUP(Tyl-) � ! it I M-10 QI-el 17-/oll 7 ,)11 no C) 01 oil C01 0 0 II 1 (D 0 (D (D 01 01 (D II! (D (D r I - Fr FIRST FLOOR PLAN PAINTED METAL PANELS PAINTED ME-TAL5101NO A-2 BUILPINI55 4 ON OALV. METAL STUDS OVER METAL STUDS V41 I SIDE ONLY (FINI514 R-I BATT. INSULA ill CORRIDOR SIDE) TO 10'-O" METAL PANEL5 a INTERIOR TO 10'-0" AFF 4 PROVIDE BURGLAR BARS �1 0 6- O.G. TO Ur, ABOVE 02' ROOF (QN5TRJXT1 ON: METAL STANDING SEAM ROOFING ON 3" x 0 5" RAKE ANGLES OVER Ill PURLINS, 0 S Et 5'-0" O.C. ATTACHED TO 5 x 2" x 12 gl:i POSTS 0 V-O" 0/6 5UOLAR BAR5 &11 O/C (Ty EXTERIOR NALL rQN5TRU(TION: NALL TYPES from TO PARTITION FAl TO METAL SIDING OVER 3 " x 2" 16 go 0,24" (A-2 ACOUSTIC TILE CEILING IN 01r, with 3 BATT INSULATION and INT5 SUSPENSION SYSTEM with R-3I5 BATT OALVALUM PANEL INTERIOR TO 10'-0" o" INSULATION(TYP) INTERIOR PARTITION 6QN!5T1R.XT1QN: OALALUM PANELS OVER 3" X 3" ANGLES a Z-b" 0/6 with TO 10'-0" off 12 12 FOUNDATION C0N5TR1X,,T10N: 4 5" FOUNDATION KALLS with #4 BARS a 12" 0/4 CH ON 1'-4' 4 CONCRETE FOOTINGS K17H(3) #5 B bottorr, TO 4'-0" MIN. GLASS BELOH GRADE 4 6" CONCRETE SLAB W 2A x 2A HHM ON VISION PANEL - 6# MIL. VAPOR BARRIER R r V 1 5 1 © N 5 THESE Fill ARE AN IN5TRUIME14T OF SERVICE AND ARE THE TO PLATE EL. 4L7-0" QQQ PRO'ERTY OF THE ARCHITECT. INFRINGEMENTS HILL EE 222222MM99M, QQQQQ T)"FE A TYPE 5 WNTRACTOR SHALL VERIFY ALL FIELD C-01i AND ri DIMEX51ft AND SHALL BE RESPONSIBLE FOR FIELD FIT AND GJAl OF l W ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR r)/,)/-)= _r%4e=f=C1 NEGLECT ON HIS PART. �2 :31 NT5 o Unit 2 Go Hardware/Doan' Notc!5: 13 Mini Storage Type I - Interior roll up --22 gouge corrugated galvanized steel with slide lock,padlock provisions and two lift hicildles. PoIrropylene wear strip, 16 gauge: galvanized aides, 12 gouge support brackets and spring tensioner with extruded afuntlInurn bottom bar and weatherstripping.(color as, selected)) TO bt, FLOOR SLAB 11900 Oregon Road 1-011 Tie 2 - Provide levered hardware - entry with keg only, Inside always unlocked. DATUM EL. +0 Cutchoortle NY Type 3 - Insulated exterior roll up -22 gx9e corrugated galvanized steel with slide lock,padlock provfs[or* and two lift 7 71 - I=_I I El I IHL1I F IEEI I IH�l I F_I I F1 I FI I IEEI I E.=I I I�Ll 11-111­11 F=I I 1=1 I=_j 1=1 I F-El I 1=1 I 1=1 I 1=1 I F=_I I 1=1 I 1=1 I 1=1 I F _111=1IF Tr=-M=I I F.-= ::�J i z=i I �mmommomm. II 114�1.4 El I 1EI I IEI I IEI I I—I I I RAP: handles. Poltyprcipylene, wear 5trlp, lb govige galvanized gulde,5, 12 gavge support bracket5 ond spring ten5loner with I IMI IIEJ I M I I=I I IEI I I I IIII—IIIII RS,111 i=LLI=III ...ILI t=1 IZZI I 1��i I F��i I F=_I I F��l I 1=1 I 1=1 I F=I 11-11 E�JIF=—_I I F=—LL1=7.I I li��l I 1=1 I F=—1 I izw�i I I extruded 0111.1l bottom bar and HeaUvirstrippilling.(color as selected)) ��— _111— — = — 71�_ I E=_1111_1 1 1=1 1—__,j I,F_-_11F--JJ I IEZI I I I El I IEI I FEI I 11,_ J 11,1 r=111 -- — — --- — — — __ — __ :t _11r, 1.1] : JL ZEI I F—.=l I VIF— CONCRETE '173UILDING 4 —Ili III—II IIIETI: 6" CONCRE 2" RIGID INSULATION SLAB (4POO PSI) (TYP) HID— III_=I1 FLAN5 [�ETAILS R 5 H E D U L E TAG DOOR SIZE THK D 0 0 R FRAME SADDLE HD?l STOP RATING REMARKS, YPE MATL DOOR 1 11-011 X ii --- B MTL --- 3 INSULATED ROLL-UP P A T E 2 ll X51-011 5 MrL. --- INTERIOIR ROLL-UP 2 X 1'-0" A MTL. II BUIULDINO SEC.,IITION A5 NOTED 5 r, A L E ill 15"1" OF 4 M DD in C METAL ROO ING E T YP.) A l2 �0' X -^v WINDOW Associates fir, I b. I ✓EA--DER. /ANE f?"mow 1 ..,.I� 1 I 1 I 4 Iry METAL FRAME 12 Architects A5 SEL ELTED 12 METAL. STANDING 5r=AM `TYF. ALL 51DE"5) II R00FI NG (TYF., ^H. -� f I ' 26 preston avenue I I ! ! I I I I I i (516) 671 - 3624 fax(516) 759-7138 ! I i I ! � III I ! I II ! I j l If ! jl I I II jl ! III I I I i IIIII II jl � I I I ! I I � I I ; I jlI I I I I � II ! ! ! II I ! I II Ili I I I I I I I I I 1 II I I I ,.,. ........,_, .,...._._,.,..,....e,,..,....,..'._._..,_ ... L ! I .. i lI i I ! - F' ,I _ = l GISTS .. .......... ! . i....' I � Lk II11 I I ( i I 11 I II ll I II I II 1 ! II II I' ' i I ' I ! I ! I� � II I I I I i i1 I II I Ilji I I If lil �Ilil ij I l i� I I' I I I II I! I � Z y �' MITT .L LEADER5 JTT4R5 (TYF.' I l l I III l l l j III j l l i II— I II I III j Il i 11 I Iv YORE FLOOR II II II I jl' i' I I it j III ! 1. _III DAIUMEL. +G G " fir• ,�. � � .m � I � 15 5 U E: D ------- METAL ROLL UP DCOR5 METAL 5101NG (TYP) WALL PA.GK LIGHT FI)<%RES (T(F) SOUTH I I ELEVATION A-5 I/811 11�©11 METAL ROOFING(TYP.) 5 N 5 N 2 N yL� 12 l2 WEATHER VANE (TYF) l2 � 4'-0" X 4'-0" WINDOW 12 12 ( 12 A5 5ELEGTE9 12 IN METAL FRAME 12 METAL 5TANDIN5 SEAM ,,� (TYP. ALL SIDE5) ROOFING(TYF.) all 6' GII „ C.P. ...... ....... I - 70 PLATE EL. +12-0II = I METAL LEADERS d C�UTTER5(TYP.) TO Ist FLOOR DATUM EL. +0'-0" oil METAL ROLL LP DOORS METAL 51DINO (TYP)-- (TYP) WALL PACK LIGHT FIXTURE5 (T(P) 2 NORTH ELEVATION REEV1510N5 THESE PLANS ARE AN INSTRUMENT OF 5ERVIGE AND ARE THE PROPERTY OF THE ARGHITEGT. INFRINGEMENTS WILL BE METAL ROOFING(TYP.) METAL ROOFING(TYP) PRO ECIZED. N s 5 CONTRA(TOR SHALL VERIFY ALL FIELD CONDITIONS AND WEATHER VANE (TYP)-''�- 12 4'-O" X 4'-0" WINDOW WEATHER VANE (TYP.) 1,2 4'-0" X 4'-0" WINDOW DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AS 5ELEGTED 12 D IN METAL FRAME A5 5ELEGTED 12 I IN METAL FRAME AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE pv (TYP. ALL 51DES) - (TY` . ALL 51DE5) ON T EGT BEHALFHE HIS PART.OF THE�NTRAGTOR FOR ANY ERROR OR O.W. O.H. O.W.I 'O.W. N UN LED WALL-... - METAL 51DING(TYP) _� METAL SIDING(TYF) Unit LED WALL - .. Go -' ��_ PACK LIGHTING PACK LIGHTING �.,-�'' �-- � FIXTURE (TYP) � --- FIXTURE (TYP) -' l2 12 �_ 11900 Oregon Road - TO PLATE TO PLATE - -'� + . t Cutchogue , NY n Lv TO Ist FLOOR TO Ist FLOOR DATUM DATUM EL. +0'-0" LVAfi ON5 EAST ELEVATION NEST ELEVATION P A 7 E Am3 A+-3 I I 11 11-0 11 QT�D d VRAAN BY JVB GNGKED PsY Po I I COX LANE _ -- i ^o LAND N/F OF JEANNE M. GRACE 1000-083-03-004.5 LAND N/F OF NORTH FORK RECYCLING INC. 4? �o (COMMERCIAL SITE) (COMMERCIAL SITE) 1000-083-03-004. h � U 'g x I I w p S 46'24'50" E 473.19' Em F.U"Ui z S ,47.01'00" E 337.86' 0 6' CHAIN LINK FENCE �3 aci 0 ph' �i WATER SERVICE ^ W WPO W 0° hh a 4Q ^ M 0 3g L.P. PROP. Q� � ®EXP. J 3 38.7' EXISTING 30.6' J W WATER SERVICE r L.P. 198.1, 198.1' w o`O BRICK a 0 16 v hp 3 STEPS t6 z o � Ate, S.T. h• o �' 1 STY. 1 STY. R.O. M N��� STORAGE WAREHOUSE BUILDING o STORAGE WAREHOUSE BUILDING o 3 s� L.P. do. o F.F. EL. (56.5) (SLAB) _ F.F. EL. (56.3) (SLAB) s o 1s.o' s (DRY BUILDING) (DRY BUILDING) '°os /\ � M �oNT A7 BRICK of 1.4 SLATE STEPS 16 PATIO ^ ;, � R.O. n o (6 1 STORY n� .0 6.6 o S•T• `� FRAME v tO N p OFFICE �p (6 ^U a ,yy� F.F.EL. 60.9 198.1' 198.1 i 3 `� Boa 21.6' '�w 30.3' • Boa � I o Q � CONC. 70 , _ Aj o O a o 159.9' 199.9' O� °Qo ASPHALT DRIVEWAY 22NT O� m CONCRETE FOUNDATION o Q �ti U CONCRETE FOUNDATION o� `D � T.F. EL. (55.5) (SLAB) rj I T.F. EL. (55.4) (SLAB) � (DRY BUILDING) (DRY BUILDING go� 246,159 S.F. OR 5.65 ACRES o oe ph ^ 159.9' 35.0' 199.9 Q� o� v ho' Mom' N N O r 44i b O N $ o Any h ham. 35.1' 199.9' 199.9' �p 0� &) .^CO A"ry CONCRETE FOUNDATION o, CONCRETE FOUNDATION 0)O c o Cps AWN p T.F. EL. (54.9) (SLAB) o T.F. EL. (55.0) (SLAB) �• _ 67.0 0 �o3N N 4 �03' 0" o 233.52' C (DRY BUILDING) (DRY BUILDING) 0� �moo 3 BLOCK RET. WALL w cb, N 199.9' / "o POTATO RBARN O � 199.9' N LAND N/F OF WJF FARMS LLC ;n ��0� ham' 1000-083-03-005.2 o� (COMMERC/AL S/TE) 1 - - - - - - - zz�� s Ll a o o DEPARTMENT APPROVAL Zoe Moo N 46'03'00" W GRAVEL DRIVE 560.89 LAND N/F OF F. MCBRIDE & SONS ` I. 1000-083-03-006.1 (LANDSCAPING & CULTIVATED FIELDS) i � 1 I AS-BUILT SURVEY OREGON WAREHOUSE STORAGE SITUATED AT CU TCH OGU E TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-083-03-005.3 PREPARED BY: PREPARED FOR: KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC SURVEYING AND LAND PLANNING P.O. BOX 946 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 _ GF Ne SUITE D RIDGE, N.Y. 11961 REVISIONS: SCALE: 1 =30 DRAWN BY: KAK t n, UPDATE AS-BUILT 9/14/2020 DATE: SEPTEMBER 2020 CHECKED BY: KHB -�G DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET: 1 OF 1 I COX_L NE i a fGpuumxu•rt) � 1An xi£a MRlM PJw AY01t1ME 910 S 47O1'00°E JS].DB' S 4624'SD'E 17d19' 94 • } —� 11 ♦ �`(a�{°� J y..°i"/o L�(O' - J P,�°/�.�/o'�n n J f"(_o`-�of�.+�m • d • w� a � +' ar W � ' d :• • +/ ���` 8i .� " r BUILSI1 1 BUILDmc 2 w v • " + /11- '0( S1XiACE/ WAREHOUSE G 4BNG Mt ¢ /- $' 1 Stt, 6 • '•�/ t• ■ `o/��a F.F.EL(5R.5)(SLAG) STAGE WAPNWBF MlLMNG - /,�1 •Y ~� :/ • w °�,^'� b!'� led n rrt n rn (DRY BIRLDINC) .• (DRY Mp NG) 4p- Vol we° i � lg+ l! Add ,L�L� �°�R;�°/�° 1°/w'a, ai°�i°/> °.°/`1°i:u. • ��,.O ! - 41 - J �Oe y. • w..° 1011 BURRING J r 8IIRDINC♦ 4 p' u uw we y STCRAGEWARE SEW i 1 STORAGE WAREHOUSE"MNG F.F.L(SS•)(BLAB) �l�A FF.EL(511)(BLAB) rg[y (wY BURnrvc) (DRY Bu1LpwW A 248159 S.F.OR •� 5.65 ACRES wv ^ TO �/ i ,w,Tt /Y---1°i� t. :�o�—(o'�:w�,/o�—�°') ° °r ;p1«n :✓ .u.�(o�—i�) '�L,.(o`-{01 " o,�i It • o$ •�. � twr tw.9 l ♦ bq� •••• �i BIAIDING S BURRING B � � STORAGE ARE...BU G `i \°j°_, q STORAGE WAREHWSE M MNG a 2J3.31~ �F /+ F.F.EL(-0)(3Q) FJ.EL(510)(BUG) :- (DRY BUILMNG) + (DRY BIRIMNG) - �' LYo xiY p��Fm 4C 1° °n, J tiYY °J N1 w �_— 1(rnxxxpuAr�2 "1 :� ^/o�{o�qN ✓ :m°".�°,�—t°','^`°,°mot '� /0�--�°%:•"„`. ..,,.^ 1.°t,. i --------_-- - •i�i�•a•m••armarrrmr •!•rEnrrratOrr• • l q. B1DAAIWG'T AFPnM N 46102'00'w E�tlO Avo�ram.xaaar.wrs (IAxvTwnx6•OAmx Rn AS-BUILT SURVEY OREGON WAREHOUSE 9TYR-A-GE BITUATE0 AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SC.T AI 1000-OBY03-005,J PREPARED Br PRERAREO FOR: KENNEM H H£CIQtiAN 1 R 1t900 OREGGN ROAD.ILC r •GRY4YING IN'0 IAND PI4M1P1G P 0.BOX E, '1'4 L 181A 1®01J COUNTRY BOAR CUTCHOGVE.N.Y.11935 t¢'z .IB B 1✓ GG4 W.Y.1196/ SCALE 1'�30' PENGrtONS DRAWN BY' NAK 1o�o/FWnl9M/>azR OATS:BEPTEIIBER 2020 _ CKEC%EO GM p1B ­­RR......'lS.pWG JOB Ne.R 820-20+36 SNf£P 1 pF 1 DAA DATE D i G i ova n n i & G., - FE Associates NCTIt P"'ii!L1�i1'.. „. `�r .NT AT 765-1('02 8�. ,� T��c Architects FOLLOVlii'G INS7ECTION',: 1. FOUNDATION - T': Rn.OI.J4 RED?U , 1 D I N GFOR POUR E) C.INORETC. 2. P,°JUCI-4 - FRI"•'.�11';uu 8: F�L.U!:�3ING 26 preston avenue 3. INSULATICh sea cliff, ny 11579 4. FINAL - CONSTr'JCTION MiUST (516) 671 - 3624 Grw&,rA,-gon D COV L.ETEALL Co1���TR!JCi i ,���n C o fax(516) 759-7138 -I -L900 "IS ,4 SI-ALL t,jEET THE REQL IIREIVIENTS GF TI•►E CODES of NEW YORK STATE. NOT RESPONSIPLE FOR Iq-I10 DESIGN OR CONSTRUCTION ERRORS. AR ,IG f GOX d C,r,-A^PLY WITH ALL CODES OiF 0 _ ---- — NE'vV YORK STATE & TOWN CODES f� AS RLOUIRED AND CONDITIONS Of F ". 2 " NE Svc-11 La✓ vrrl>,�Ur. - SOUTHOLD THIN PLANNING BOAR' I S 5 ji E D LAND N/F OF-EANNE MS RACE LAND N/F OF 0-0,0,ORTH FORK REGYCLIN6 INC. TOWN TRUSTEES I000-o05-05.004.3 r(C O(COMMERCIAL 004.7 ,I,lv a°I (COMMERCIAL SITE-WELL WATER) (COMh1ERGlAL 5lTE) o) ?J.`I�.^.SEC 5 4l°OI'00" E 33"f.86 PROP.b'FENCE 5 46°24'50" E 4-i3.lq' 4 b'GNAIN LINK FENCE PROP. x '0b'PVG FENCE A tY Q x x Q— �♦ fa'i W GNAIN L)NK FNG. ♦�P 40, t GATE Y x W MI - pa-.. w u = xa IxISTIN6 '30b' r y W WATER SERVI w px 198,00' 1 I 7 \ .T.. / J Q O 198.00' I t ..,-,F g�G •.•Y.. c- 17 P"P�t�' 1 ExISTINs I I / \ / l t a a " IST�LLIN5 x- �I CJILDIN6 I EMLDIN62 J .)woo � 0 I I �5��,1�~`� \`► FF.EL.".5 x PROP05EJ , STORY PROP05ED I STORY ° 8 MINI 5TORA6E BUILDING $ MINI 5TORA&E BUILDING Z V GATE 4'GLP. �- I / \ M`� `O�� L®• n, .b• b IbA' x x ,� II,880 sf (dry bulldin $ II,b80 sF (dry buildin ) a °`r OGG �p 5-I,Gonst Glass 5b - ff el = 5"1.5 OGG 5-I,Gonst Glass 5b - F el = 5"1.5 \ , r 0 �OS� N P•PP %� c� Po VLATE PATIO GONG.WALK GARAGE FILED UNDER SEPARATE APFLIGATION FILED UNDER SEPARATE APPLICATION Y ry CONVERSION to x \ / OFFICE f A'm IbA 61p5TORY'wT 5144 0- J \ LEDLNDER 5EPARAIE APPLICATION X x W W XLtKEYOF 4*ht PROP.WATER SERVICE ---LINE OF 5 HCM RATED r P. x FIRE WALL(TYP) A R C, � I60.00' 200.00' I — �Q � II SPACES �� r � � � �v`�� <o ><D s� ��\\\ I i / Ay_r �, � �\ a�^'°,coop• y+� O PROPOSED SIGN ASPNALTORIVEWAY o ILDIN6 4 L I / \ ��ro •� ��+ ���� m I PROPOSED 15TORY \ E3UILDIN6 3 0 F PROPOSED 15TORY MINI 5TORA6E BOIL IN6 I / \ ♦ e PROP, MINI STORAGE BUILDING S r ,000 sF (dry bull �Incch�) O �' a KEYPAD $ cI b00 sF (dry building) \\7 OGG I,Gonst Glass�bI FF t 6 PROP.P05T d RAIL FENCE x x OGG Op 5-I,Const Gloss 2b FF el = 51.5 GATE TO BE FILED UNDER SEPARATE APPLICATION \ \ U A AND5GAPE \ v n ' AREA \ \ rG �V� 200.00' .200.00,W'v ) �� �Q; - RY E3UILDIN6 5 E3UILDIN6 6 I J �� �ry �� �_" PROP.SCREEN PLANTINGS PROPOSED I STORY MINROPORA6E EU�D NG I '� �(� 4 MINI STORAGE BUILDING ll� LL o 12,000 sF (dry buildin ) �p 12,000 sF (dry building) " wv ;n N 4 °03' O" 233.52' PROP.b'FENCE Z qq o 0"T 6p 5-I,Gonst Glass 2b - FF el = w s Occ S-I,Gonst Glass 2b - FF el = 5'1.5 FILE UNDER SEPARATE APPLICATION (--� ��d o °$ P � FILE UNDER SEPARATE APPLICATION \ BLOCK RET.WALL ' h ~ > CONCRETE O � '�� •O •.»-,.,•. i.7 POTATO BARN \ " " C h 0 LAND NIP OF WJF FARMS LLG � 7 / 1000-OB3-05-009.2 10 (COMMERCIAL SITE) p d z \ I I I I I I I I I I I I I I I I 1 d u, PROP. L FENCE Z a a IIti O O 4p LLOO N 46003'00" N 6RAVEL DRIVE 560.Sq' R E V 15 I O N S SITE PLAN SP- III = 40' THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINr2EMENT5 WILL BE PR05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND VNEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT BU AND GUANTITY OF W .NO ALLOWANCE SHALL BE MADE I L D I NC GO DN L YS I S WORK. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. Chapter, 3 - Use s Occupancu Classification required 511 Storage Group 5 311 2 Moderate Hazard Storage Group 5-1 Chapter, 10 - Means of Egress Table Maximum Floor Area Allowance per Occupant Unit 2 Go Chapter, 5 - Oenerol E3uilding Height $ Areas 1004.5 500 sf/occupant - Warehouse 505 General Height a Area limitations Table Egress Width Table Allowable height 8 building areas 1005 02"/occupant - 3'-0" door = 180 occupants Mini Storage505 Type 5 = 1-7,500 sF and 5 stories Actual persons per 3'-O" doo 2 r = 12 GOXS LANEActual Max building area = L2,000 sf and I sty l2 < 180 Therefore OK MULBERRY ST. I2,000 < 17,500 - Therefore OK Table Spaces with one mean of egress a 1006 Occupancy group 5 = 2Q occupants maximum 0� 11900 Oregon Road Chapter 6 - Types of Constructi 2 on Actual occupants = 4 k. PROJECT LOCATION J 6022 Type 1 4 11 - Non-Combustible Therefore I means of egress required - 2 provided ° Cutehogue NY Table 601 Fire Resistance Ratings Table Travel Distance �� TUT ILL Type IIB - 0 hour, rating for all components 1001-72 200' max travel distance without a sprinkler system 0 �Lu ROAD ►u Table 602 Fire Resistance rating for exterior walls based on fire separation Actual max travel distance = 100', Therefore OK p distance Table Dead ends - 20' maximum if more than one exit is Ra o Type IIB construction greater than 30' separation 1020.4 required Q Q 0 GOMMERGE KEY `�MAP SITE PLAN= 0 hour, rating required for 5-1 occupancy No Dead Ends Corridors, Therefore OK = U DRIve 52'-0" minimum separation provided, Therefore OK nts n�I LD I I `l�//�' 4LANE �•� Chapter "1 - Fire Resistance Rated Construction DEPOT LJ -705 Exterior walls I j -705.8 Allowable area of openings shall not exceed values per Lv� table -705.8 - 30'-O" + separation = no limit AUG 1 4 20 2C0 8/11/20 Chapter Q - Fire Protections Systems AMI Q03 Sprinkler, Systems �r��,�''�T�T^�'>��'�". D A T E C103.2.Q G oup 5-1 y A5 NOTED Required if fire area exceeds L2,0009f 5 C.A L E I OF 4 2,400 Fire area = 12,000, Therefore OK - NO 512rinkler System required DRAWN BY .VB GHEGKED BY 00 200'-0" 40'-0' DIAA 13 13 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DiGiovanni & - - - - - - _ F_ II II II II -I Associates I II II II II I Architects � II II II II II I I II II II II I 2 I I I I I I I I I 26 reston avenue se 11579 I I LINE OF FIRE I I I I I cliff, n y 516 671 - 3624 � WALL ABOVE (TYP) I I I I fax 516 759-7138 � I I II II II II I I II II II II I � II II II II II I I II II II II I I Iq-I10 \o Q � I II II II II I A. I I II II II II I TYPICAL SLAB ON GRADE CON5T: I I 16" - 4,000 P51 STONE CONCRETE WITH bxb W 2.gx2.q W.W.F. TOP OF SLAB ELEV.: -O'-O" I I I I O R NEW�aP (SEE DETAIL 3/A-6) I I I I II II II II I I II II II II I 155UED � I I II II II II I I II II II II I � I I II II II II I I II II II II I � I I II II II II I I II II II II ( � I I II II II II I I I II II II II I � II A-b II II II II I I II II II II 2 I � II II II II II A_6 I II II II II I II II II II II I II II II II I 200'-0" FOJNDAT I ON PLAN A-I BUILDING 4 I/8" = I'-O" LINE OF ASPHALT PAVING (PITCH A5 SHOWN) T.0.5LAB EL. +0'-0" r bxb W2.q x W2.g W.W.F. GENERAL NOTES CONCRETE NOTES 5PEGIAL IN5PEGTION5 ASPHALT PAVIN a - nrL � O I. ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF ADJOINING LOTS AND SIDEWALKS, I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENT5 OF THE CONCRETE INSTITUTE (AGI) 318 2011. 1. PRIOR TO BEGINNING ANY WORK,THE OWNER SHALL RETAIN SERVICES 5ERVIGE5 OF ACCEPTABLE LICENSED - ry PLACEMENT OF FOUNDATION CONCRETE ON 501L 9UBGRADE 15 SUBJECT TO SPECIAL INSPECTION 2. ALL CONCRETE,EXCEPT A5 SPECIFICALLY NOTED ON PLANS,SHALL BE LI6HT WEIGHT OR STONE CONCRETE PROFE55IONAL ENGINEER TO PROVIDE IN5PECTION5 DURING CONSTRUCTION. THE INSPECTOR SHALL BE QUALIFIED T.O. WALL DESIGN FOR 5HEETING d BRAGIN6 SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HAVINGAN ULTIMATE COMPRESSIVE 5TRENGTH A5 LISTED BELOW: AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS A5 REQUIRED BY NY5 BC.INSPECTION d PAID BY THE CONTRACTOR. QUALIFICATIONS SHALL INCLUDE A PROFE5510NAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A-FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 5IMILAR WORK.2. PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE 5PEGIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT siACCORDANCE: WITH THE REQUIREMENTS OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 -SLAB ON GROUND 4000 P51 NORMAL WEIGHT 2. 5PEGIAL INSPECTION 5ERVIGE5 SHALL BE PROVIDED BUT NOT LIMITED TO: .COMMENCED ON AN ITEM OF CON5TF:UCTION REQUIRING 5PEGIAL INSPECTION,ALL PERSONS A. CONCRETE CAST-IN-PLAGE BC 1'104.4 cn FACE RE5PON51BLE FOR SUCH 5PEGIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST'12 3. REINFORCING FOR REINFORCED CONCRETE ELEMENTS,UNLE55 OTHERWISE SHOWN OR SPECIFIED,SHALL BE B. 501L - 51TE PREPARATION BG 1'104.'1.14" $ HOURS PRIOR TO SUCH COMMENCEMENT." DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. 501E - INVESTIGATIONS D STR -TEST PITS) BC P104.'1.4 P51 D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BG 1104.Ig ° 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A615, E. CONCRETE TEST CYLINDERS. BG Ig05.6 a ACCORDANCITH THE NY5 BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 P51. F. CONCRETE DESIGN MIX BG 1905.3 ° - E: W `A ° (3) #5 BARS d� 15SOED UNLE55 AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 3. THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC IN5PEGTION5 ARE Z ® GONT. (TYP) APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 10,000 P51. NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE 51TE PER50NALLY OR SEND A PERSON UNDER H15 OR HER m LOTS,BUILDINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6. MINIMUM REINFORCEMENT PROTECTION,UNLE55 OTHERWISE SHOWN,SHALL BE 3/4" FOR SLABS AND INTERIOR DIRECT SUPERVISION. FOUNDATION INORK OR EARTHWORK OPERATIONS." FACES OF WALL5, 1-1/2" FOR BEAMS AND GIRDER5,2" FOR EXTERIOR FACES OF WALL5,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LOG IN HI5 OR HER OFFICE WHICH INCLUDES THE 1'4' MIN. OTHER STRUCTURAL CONCRETE DEP051TED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4. NOTICE SHALL. BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN PRELIMINARY TEST(PER NYGBG) HAVE BEEN MADE AND APPROVED. (1) ADDRE55 OF THE PREMISES, JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACCORDANCE: WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 1. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION.CONSTRUCTION (11) DATE AND TIME OF EACH INSPECTION INGLUDING 61VEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS,SUCH A5 DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN.MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORGING SHALL RUN THROUGH THE JOINT, ROUGHEN AND 50ARIFY JOINTS TO EXP05E AGGREGATE FOR B. ANY 516NIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE FOLLOWING:CHEMICAL BOND. WET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, 1/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. 5E O T I O I `}�I � EXTERIOR 1NA L L 5. ALL WORK PERFORMED IN CONNECTION WITH SHEETING, BRAGIN6,EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. 2) ANTICIPATED FIELD CONDITIONS; '2 THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,REC-ULATION5 OF THE 3) PROPER EXECUTION OF THE WORK; A-1 I" = I'-O" R E V 1 5 1 O N 5 NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. &. ALL OPENINGS IN FOUNDATION WALLS,UNLE55 OTHERWISE SHOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRACTICE; SIDES AND SHALL EXTEND 2'-6" BEYOND EDGES OF OPENIN(5S. 5) SAFE JOB-51TE CONDITIONS; 6. PRIOR TO COMMENCEMENT OF MA55 EXCAVATION,THE ADJOINING PROPERTIES,AND STREETS 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THE5E PLANS ARE AN INSTRUMENT OF 5ER\l AND ARE THE SHALL BE VISUALLY SURVEYED BY THE CONTRACTOR,501TABLY MARKED WITH PERMANENT q. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, REASON. PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 WILL BE MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF SLEEVES,OPENIN65, INSERTS, ETC, AS REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENIN65 00 THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER PROSECUTED. DETERMINING GON5TRUCTION-RELATED EFFECTS. REPORT W NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. WITH PHOTOGRAPH5 SHALL BE OCCURRING OFF-SITE AND RELATING TO ANY 515NIFICANT OBSERVATIONS OR INSTRUCTIONS. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PREGON5TRUCTION DAMAGE CONDITION 10. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HIS OR HER DIMEN510N5 AND SHALL BE RE51FON51BLE FOR FIELD FIT SURVEY OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND II. ALL REINFORGING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH AGI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE TWO COPIES SHALL BE FURNISHED TO THE OWNER'5 REPRESENTATIVE. (LATEST EDITION). SITE. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NEGE55ARY ACCESSORIES AND SHALL BE 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 1 1/2" SLAB RECESS ® 0. . NE6LEOT ON HI5 PART, 1. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CR5I "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES DOORS (SEE PLAN - TYP.) OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION. THE ELEVATION OF THE 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4"UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE '1. UPON REQUEST OF THE DEPARTMENT OF BUILDINGS,THE SPECIAL INSPECTION ENGINEER SHALL MAKE AVAILABLE T.0.5LAB EL. +0'-0" WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OBIIEDINGS Unit 2 Go 50 A5 TO PREVENT DISTRESS TO ADJOINING STRUCTURES. SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH LINE OF ASPHALT RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 8". PAVING (PITCH AS 5HOWN) g 1/4„ -5. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE 5UB bxb W2.q x W2.q H.H.F.GRADE 14. CONCRETE EXP05ED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 5 PERCENT.OF THE EXCAVATION,ANY AND ALL BRAGIN6 AND BLOCKING,AT THE COMMENCEMENT 15. COARSE AGGREGATE 51ZE SHALL BE NO. 51 OR LARGER. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW - PITC Mini Storage OF EACH SHIFT,TO ASSURE INTEGRITY, PRIOR TO PERMITTING WORKMEN TO WORK BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT.CONCRETE MIX DE51ON SHALL INCLUDE ASPHALT PAVING = WITHIN ANY EXCAVATED AREA. ALL 5TRENGTH DATA NEGE55ARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL x x x x BATCH OR FIELD EXPERIENCE METHOD. bxb W2.q x W2A W.W.F NON) - ° ry g. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT I6. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THIGKNE55 SHOWN ON THE DRAWINGS ON VAPOR T.O. WALL 11900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRAGIN6 BARRIER. , SLAB ON GRADE t, g SYSTEM 15 TO BE UTILIZED, THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR 4,000 P51 STONE CONCRETE 2" RIGID INSUL. CutChogUe 1v 1 I1. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC, HAVING A MINIMUM THIGKNE55 OF 8 MILS(.008),FREE OF REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEM15HES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x x x x x x MANUFACTURER'S REQUIREMENTS. ALL JOINTS SHALL BE LAPPED 12" AND TAPED. :o �X. ° ° ° A°10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE 5UBGRADE CONDITIONS PRIOR I8. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO ° ° O dd #4 BARS a LT O.G. TO START OF WORK. THESE DRAWINGS DISCOUNT UNDERGROUND WATER CONDITIONS g5% OF MAXIMUM DENSITY IN CONFORMANCE TO A5TM 01551-66T.MATERIAL SHALL CONSIST OF HARD,DURABLE i c EACH WAY /EACH FACE (PER REQUEST OF OWNERS).UPON COMPLETION OF EXCAVATION, PARTICLES, FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE SIZE !,, -t' '1r' m 4 � 4 E3LD(5 4 FOUNDATION SHALL BE 2", 10% TO 60% BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 40`% BY WEIGHT PASSING THE � =III =�= =I� I- No.60 SIEVE,AND NOT MORE THAN 10% WEIGHT PASSING THE No.200 SIEVE. ° FOUNDATION NOTES Ig. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN 5LA55 ON GROUND SHALL BE LIMITED TO =1I1I-I 1 I-I I-I I-1 1 1-I 1 =1 I I- I-1 1 1-III- a PLAN I$ DETA I L5 =III=III=III-III-III III III-I -III=I 1 - 1 I. ALL FOOTIN65 ARE TO REST ON 501L HAVING A MIN.SAFE BEARING CAPACITY OF.2 TONS PER 5QUARE FOOT. ONE-THIRD THE THIGKNE55 OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE i;-i 1 i-i i i-i i i i i i-i i i i i . . . .i 2. ISOLATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THIGKNE55 OF THE SLAB. ° ° (3) #5 BARS 20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT 3 INSERTS. b MIL POLY V.B. ® � CONT. (TYP) HEIGHT,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER cn OR HIGHER ELEVATION THAN SHOWN ON THE PLANS. CRUSHED STONE BASE 3. BACKF 1'-4 MIN ILLINO AGAINST FOUNDATION WALL5 SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT COMPACTED 501L 8/II120 5TRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. . DATE 4. EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN ((VERTICAL) TO (HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. A5 NOTED 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS. 6. THE DESIGN OF THE FOUNDATION 15 ,t BASED ON MOIL INVESTIGATION, TYP I GAL 5L AB DETAIL SCALE O 4 4 3 SE OT I O N @ RO L LU P DOOR DRANW BY JVB CHECKED BY DD 200'-0" ® 11 40-4)" 40-4)" IDAA 4'-0" 4'-0" 4'-O" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" I'-0" x 8'-O" PENDANT MOUNTED D i G i ova n n i & (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (2) BULB LED FIXTURE a 16" 0/0 MAX. ON t(T YP)t(TYP)t /�, MOTION 5EN50R OPERATION. Associates O O O O O O O O O O O O O O O O rchects SMOKE TIGHT 26 preston avenue = JOINTS(TYP) sea cliff, ny 11579 - (516) 671 - 3624 fax(516) 759-7138 3 HOUR RATED RATED FIRE HALL (TYP) �SGIST'Eq � OPv 10 A. C 9n ' 41.011 „ COMBINATION LED EXIT/ 1 EMERGENCY LIGHT with D m O O O © 1 © O O © © O O © © O O © 1 © 20 O O BATTERY ERY BACK UP '69 eew ?� � ,y p I b'-0" fFjEM/EX 2p —1 OI-�EM/EX 1 O�EM/EX I-- , EM/EX O (TYP>) EM/EX 5 r- , I E LT O o LT p LT LT LT LT P 15 5 1J E D 3 HOUR RATED RATED FIRE WALL (TYP) AX NV ib SMOKE TIGHT JOINTS (TYP) " „ o-- O O o o O o 0 o O O o o O O o o O O O -o OF OF OF OF FIRE HALL FIRE WALL FIRE WALL FIRE WALL 2 SEPARATE ROOF �, SEPARATE ROOF SEPARATE ROOF I SE, PARATE ROOF SEPARATE ROOF �, SEPARATE ROOF SEPARATE ROOF �, SEPARATE ROOF FRAMING (TYP) FRAMING TYP FRAMING TYP FRAMING (TYP) 200'-0" FRAMING TYP FRAMING TYP FRAMING TYP FRAMING TYP FIRST FLOOR PLAN A-2 BUILDING 4 I/8" = I'-O" FIRE CAULK GONT (TYP EACH METAL ROOFING PANELS SIDE 6" 20 GA TRACK W/2" FLANGE b"METAL 5TUD5 a 16" 6"20 GA METAL 5TU05 a 16" PAINTED METAL PANELS PAINTED METAL SIDING OX V41 3 LAYERS OF 5/8" TYPE o/c, ON GALV. METAL STUDS OVER METAL STUDS H/ "X"GYP. BD. EACH 51DE 1 51DE ONLY (FIN15H R-13 BATT. INSUL.$ GALV. PROVIDE GALVALUM PANELS 2 ROWS 6" I(b GA METAL 'TRACK METAL PANELS ® INTERIOR TO TO 10'-0" AFF (TYP) EL 12'-0" with 3" FLANGE CORRIDOR SIDE) TO 10'-0" 10'-0" AFF PROVIDE BURGLAR BARS r1L6"20 GA METAL 5TUD5 a I6" ® 8" O.G. TO GLG ABOVE 3 HOUR RATED 0 O 0% ll DE516N #U 35 3 LAYERS J" TYPE X GYP BD - DIAL L TP ALTERNATE HORIZON and VERT. 3 STAGGER JOINTS TAPE and A NT5 EXTERIOR WALL GONSTRUGTION: ROOF CONSTRUCTION: SPACKLE BETWEEN LAYERS METAL SIDING OVER 3 x 2" 16 go 24" METAL STANDING SEAM ROOFING ON 3" x O/C with 3� BATT INSULATION and 3" RAKE ANGLES OVER "Z" PURLINS ® FIRE CAULK GONT (TYP EACH GALVALUM PANEL INTERIOR TO 10'-0" off 5'-0" O.G. ATTACHED TO 3 " x 2" x 12 go 6"20 GA TRACK W/2" FLANGE SIDE /\ POSTS 65'-0" o% FOUNDATION GON5TRQ(TION: SLAB 5" FOUNDATION WALLS with #4 BARS ® 12" o% ew ON 1'-4" INTERIOR PARTITION CONSTRUCTION: / CONCRETE FOOTINGS WITH (3) #5 B bottom TO 4'-0" MIN. GALALUM PANELS OVER 3" x 3" ANGLES®2-6" / BELOW GRADE d 6" CONCRETE SLAB IN 2.q x 2.q MM ON O/C TO 10'-0" off (5EE WALL TYPES - TYP) ACOUSTIC TILE CEILING IN b# MIL. VAPOR BARRIER SUSPENSION 5Y5TEM with R-55 BATT GLA55 INSULATION (TYP) FIRE WALL DETAIL VISION PANEL RE V 151 0N5 \ ,UL DE516ty, U435 FULL HT 3 HOUR RATED FULL HT 3 HOUR RATED \ \ HALL BEYOND (TYP) WALL BEYOND (TYP) THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARGHITEGT.INFRINGEMENTS WILL BE 7"(PE A TYPE B TYPE G BUGLAR BARS 8" o/c (TYP 2 2 PROSECUTED. from TO PARTITION PANELS TO CEILING) 4 SMOKE TIGHT 4 DIMEN51ON5 AND SHALLLRBE RESPLON51BL FOR FIFIELD ELD FFIITD JOINT ® FIRE AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE WALL (TYP) ON THE BEHALF OF THE GONTRA(,TOR FOR ANY ERROR OR DOOR TYPES NEGLECT ON HIS PART. NT5 = TO PLATE EL. +12'-0" Unit 2 Go Hardware/Door NateS: Mini Storage FIN Type I - Interior roll up 22 gauge corrugated gaIvanized steel i h slide lock,padlock provisions and two lift D O� handles. Pol lene wear strip, 18 a galvanized ides, 12 support brackets and i tensioner with �'�! P 9�'9 9a 9� 9�'9e PP spring extruded aluminum bottom bar and weatherstripping.(color as selected)) AUG 2 4 202 11900 Oregon Road Type 2 - Provide levered hardware - entry with key only, Inside always unlocked. p Cutchogue , NY Type 3 - Insulated exterior roll up -22 gauge corrugated galvanized steel with slide lock,padlock provisions and two Iift �.�a ��,T�P�,��, handles. Polypropylene wear strip, 18 gauge galvanized guides, 12 gauge support brackets and spring tensioner with o p �r � .. . extruded aluminum bottom bar and weatherstripping.(color as selected)) Type 4 - Provide levered hardware - inside always unlocked. SMOKE TIGH MOKE TIG BUILDING 4 fiiisJOINT WAALLTY LLTYP® FIR JOINT ® FI PLANS I$ DETAILS D O O S G H E D U L E TO Ist FLOOR SLAB DATUM EL. +0'-0" D O 0 R - - _ _ _ _ - - - - - - - -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - ' _ -- - -- - - - - - - - -�-" _ - - - - HDHR --1 - 1-III-III-II=III - - - - -- - - - - - _ _ - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRAM A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ II=II1111=III=III= - TAG DOOR SIZE THK E SADDLE STOP RATING REMARKS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II_ =I 11_I I I=III=III III=11 III=I I=III=III=III=III=III=1 n=1 =1 = 1= - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — A 8/ l20 II II II III III II III-I - - GRADE I I I I I I I I_I I I_I I I_I I I_I I I_I I I_I I I I I I I I_I_ _ - - - - - - - - - - - G E I I I I I I I III I I I_I I I_I I I_I I_I I I_I I_ _ - - - - - _ 1 _ I I III I I I_I I_I I I_I I I_ I_ _I _I I_I _I - _ - - - - - I I I III I I-I -III I I I I I I I_I I-I I I_I I_ _ - - I I I III III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_I f I_I I I_ _ _ _ - - - - - TYPE MAT L DOOR - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ III III III III I 6 I I I_I I-III-III-I I I- 1I I=1 I I=1 11=1 11=1 I I=I=1 I I I I I=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 14l A I A 11=1 11=1 11=1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11 - I q1-011X61"-0" --- B MTL --- -- 3 INSULATED ROLL-UP = - -III=1 III=11 III=III=III=III_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ _ _ _ _ ___ _ _ IIII �IIIIIIIIIIIIIIIIII DATE I I II II II III II III III III III III III III III III III III III III I I I I�f I=1 I I I I I=1 I I=1 I I=1 11= I-1 I=1 I I 1 1 I�f 1 111=III-I .2 8'-0" x 8'-0" -- B MTL. --- -- I INTERIOIR ROLL-UP =11I III-I I I11=III=1I1=1 b" CONCRETE 2" RIGID INSULATION I-I I1=1I III=I1=1I1=1I All-111I 1=1I1=1I1=1 SLAB (4,000 P51) (TYP) I1=1 =1I I I1=1I 3 3'-0" x 'I'-0" --- A MTL. --- -- 2 - I11=III=11 4 5'-b" X q"-C" --- B MTL --- -- 3 INSULATED ROLL-UP -III== 1=III=III IIII III =_III_ =11 A5 NOTED I=1 I=1 1=1 1=1 I I L:; I L D I N O S E G T I O�l -_I 11=1 11=1 11=I I SCALE 3 OF 4' 5 3'-O" x �'-O"' 1 3/4" A HM HM ALUM. 4 3 HOUR FP50 A LABEL UL IOA DRA►Md BY .� X 8'-G" --- B MTL --- -- I INTERIOIR ROLL-UP A-2 BUILDING 4 I/4" = I'-O" — CHECKED BY DD 013 METAL ROOFING (TYP.) DAA 13 rl S N 5 N z N 5 N DiGiovanni & l2 WEATHER VANE (TYP.) 12 d? 4'-0" X 4'-0" WINDOW Associates p 12 A5 5ELEGTED IN METAL FRAME � METAL STANDING SEAM (TYP. ALL 5112E5) Architects [EEO ROOFING (TYP.) O.. b 0 H. O.H._ 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 TO PLATE EL. +I2-0" J Gi v METAL LEAPER5 8 NEW GUTTERS (TYP.) — � -_-- —__— __-_- —_ ------ TO Ist FLOOR Willi -- -=__-- DATUM EL. +0'-0" Ij 1 5 51J E D FEW— METAL ROLL UP DOORS WALL PACK LIGHT METAL 5I0ING (TYP) (TYP) FIXTURE5 (TYP) SOUTH ELEVATION A-3 IAEV = 1'-0" METAL ROOFING(TYP) Z!5 N 5 N 2 N 5 N 12 12 WEATHER VANE (TYP.) 12 a? 4'-0" X 4'-0" WINDOW 12 All� 12 A5 5ELEGTED 12 - 12 IN METAL FRAME � � (TYP. ALL 51DE5) METAL 5TANDING 5EAM g b' O" ROOFING(TYP.) O.H. O.H.`r ------ ------- I TO PLATE EL. +12-0" - m ry = O METAL LEADE:R5 8 6UTTER5 (7Y`P) TO Ist FLOOR DATUM EL. +0'-0" '­—IC7!!�7 METAL ROLL UP DOORS METAL 5IDING (TYP) WALL PACK LIGHT (TYP.) FIXTURE5 (TYP) 2 NORTH ELEVATION A-3 1/8" = I'7- R E V 15 1 0 N 5 THESE PLAN5 ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRING9EMENT5 WILL BE METAL ROOFING(TYPJ METAL ROOFING (TYP) PROSECUTED. N 5 N 5 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND WEATHER VANE (TYP.) 12 „ WEATHER VANE (TYP.) L2 4'-0" X 4'-0" WINDOW DIMEN51ON5 AND SHALL BE RE5PON515LE FOR FIELD FIT IN METAL FRAME A5 5ELEGTED 12 p 0 X 4 O", WINDOW A5 5ELEGTED 12 IN METAL FRAME AND QUANTITYWORK.OF NO ALLOWANCE 5HALL BE MADE (TYP. ALL SIDES) (TYP. ALL 51DE5) ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR KOLECT ON HI5 PART. O.H. O.H.ir� O.H. O.H. 111:31 LED WALL METAL 5I0I45 (TYP) LED WALL METAL 5I0ING(TYP) PACK LIGHTING PACK LIGHTING Unit 2 Go FIXTURE (TYP) FIXTURE (TYP) � t? Mine S tora e 4 � TO PLATE Z- TO PLATE 11900 Oregon Road Cutchogue , NY Ell o , TO I5t FLOOR TO 15t FLOOR 13ll I L I NG DATUM DATUM EL. +0-0" ELEVATIONS .r 6/1 I/20 EAST ELEVATION DATE 3 4 NEST ELEVATION A5 NOTED A-3 I/8" = I'-O" 5 C A L E 4 OF 4 DRA,N BY J Y B CHECKED BY DD SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue ' SB/L: 83-3-5.3 Scope of Work: Phase 2 - 4 new mini storage buildings. Bldgs 4-6:12,000 ftz&Bldg 3: 9,600 ft2 General: Const Type 2-B Occupancy- S-1 OL: Bldgs 4-6 120,00/500 (warehouse)=24. Bldg 3 960.0/500= 19 Fire Protection: Non-Sprinkled- -No F/A- -Fire extinguishers needed. Updated 8/17 (4) 3 hr FIRE WALLS -plans show.termination at exterior wall w/4'extension.No vert' continuity shown. UL`Listing? Bldg 3 (3)Fire Doors - 36" x 84" -'UL Listing? Glass Glazing/Fire assemblies? Bldg 4 -(4) Fire Doors - 36" x 84" -UL Listing? Glass glazing/fire assemblies? Egress: (2) 36" exit doors provided-2 required.(1.60'travel distance N/S) Exit.signs/Emerg. Lighting provided Comments/ Concerns: Autematie sprinkleF pretee4ion-Fe ed�T��Code 903z2.9-Gendidelr5. .S'% .�'.•�Y,: -.;.f�. yr.;f... .''z:�:. ,ti-.. .,-Ht�;s<r-[.- .;.5e..v :ras:.- - - xSs ':f`'.:'N.e":� y:`L .y- i'Sl�::':`.���r`i� .'b:��i--•Sr, 3�� 5 ':y� {L� ai."Gw+ ��ti Y..v,.Y,:p��t[l:'<}i�4�-..X,:,t �i��.•c,+:...< /�,: wdx•.. `E-n t...':.•w... >�,�:n.. 6..:v,n�.:::a '>;.S', n..1` .•�l.:.li.:p.•"- .P�ov�d� :uL�l�.�nrr . `F�� ��1:�•• ������:�_ $��Qr. it �� �� .L:. ��e���•:;,. .��•. ;�,::, r.,z,. yz- '„yJ•K; ..�Ys:: :,;.r' •, - 4f✓.,.,1;S;ip}In;'.iS.�:+i'�'"':�`a! :b' +;x, �•>.,;!......:.. .....•M1 r�"1.;�,��..; .•,..,.� .>..' .:,..0 ,'-,:5.;..;,tt. .s.xpxv (.a:^' u'w*,�r.:. --;?:�y1':i';7F•� „��:Ls",;,.�F �x�„,p±,� ,,f, �t�,.._t. e.i....-r>~ ,s G;.+�',< - -.x.., [' 't:�hj .i�l--�� -?yi�?. 1-•�''� '"j•,s .xv.,>e. ..a%�,;�.,. .A..X.,... `s.,.,,_ ':�. �', ..1.- �:r., . _�r =`:1 ,::. ".•o4F� J a'iv[i �y9k': •". •Y' :'iPf .FA`.lA,' •n4 .�>�: - ��,'��, - 7.: , fir,:nag-4•an �r Q,, � , :•:.s•�.,r;..` - - _ - - .. o - -:,.._ ;;a'?r-x'_'; :r,vga.=:::E ^raws,V,.- - =-�-,• - .r� >..t,�::•4�''��La?�� :tip•'�4"�>LL�y;4F.• ✓"'e:'i7:': .,,�•,A.1f _ �is'S�':w %L;o;± fc;f,,.-:�-•�.6<ru;M?tY7�«'�r'.. ''��'^• r,�_ ,.'X,,. - "-.':,.,'. <7•, r:a.:?,-,w�.�;F>-n :3.,:J..•'-•r'. -...lrs ':�, x'r,.A, - -:S�u--•.;x��H�. „r<'._.if'=Fr:,_:��:.,+�.r_k :: tGv=cTe 'Io ve `�'�t'tn, t� - ` -. co, -04° , -'ate .y TJt .37j+xst11 11F zr .•G:= ',1 racy ,, ,`,: . nJ•,,'. ..2°.y�:/. �,. •;:: �..'*^ .�1.. David Digiovanni-DAA93@msn.com 200727Unit2Go_BId3-6_0regon Rd Page -� D0 r. rpm""" 0 k-i Associates L] k architects B U I L D I N G 4 26 prestos avenue sea cliff, ny 11579 (516) 671 - 3624 till, 900; Ore&-vonfax(516) 759-7138 ew iLl PEC IISTEP�Q`� A,D q9 � m I FVV Yore h 55JED b h irf �1 h 41 v n I / t ! (AND K OP NORTH-OR<;zaciGi rw�6 tW, ff J y0 FOOD-d8'S-03'00 3 fUt?CJ US°3 fI U3-Gt�TE)bt (Gpl.Lr RGtAL 3trG-NeLL XArM (GOMNt RLtAL SITE) l A PROP.6'FENCE 5 4 i-Icl' �a V CIIAN LIW f-- -E �o T 4 CHAIN L NI, i xis in ` IL x y WA7ER DC�ty z �x 6 198A0' 98.00 1H - 7 I q t e7Eo 71w�a me C 4 4 BUILDING I BUILDING 2 -� � •�.,. P P EL".a fix; PROPOSED 1 5TORY PROP05CD I STORY — J SA7G �'aLF, j _ o MINI 5TGRACE BdJILDINO MINI STORAGE WILDING I J IBA' x x.-,. II,&PiO sf (d building IIASO sI (dru buildlna) ~� __ _ __. sLAre c,...r�.WALK � Oec 5-I,Gonst Glass 5b -If el = 57.5 Occ Op 5-I,Corst Glass Sb -T`P el P $"i.5 Dana n 6ARAGE I FILEDD UNDER 5EPARATF APPLICATION PILED UNDER SEPARATE APPLICATION Q 1 '4 CONVERSION to x r u" o0 6A q' 07FICE I STORY TA71 t L^kL 6p B,Gvs:L Ixs Sb o i iILPfJ Li�R SEPARAT2' 3' s� � IbA APf�LICA7ION crrla. \ L!4•y� 4 R �Y � ,sir PROP.W.^TE'"'Y'RVIGC II SPALE5 160.00' 200��00' I E 7 \ { 1 ��' � Q PROPOSED 516N A5P}eALT CRIVEMAY ` BUILDING 4 \ \ � ' '�♦ �� m• BUILDING, / ti _ - — -� P �� �, ,� ._ �, 3 PROPOSED 1 STORY ` ° _ ___.. _ ___. _ PROPOSED I STORY MINI STORAGE BUILDING J P ; k� PROP. � MINI aTDRAG)* ' ILDING $ I2,000 sF (dru I,-mIdlnqc�) ,rU KEYPAO ci&GO S= (dry buildino) $ Occ G 5»I,Corst Glass Db FF el = 51,5 f! Ilea x x XPRCiP.PGX r : RAIL%4vc� x x x, Occ Go 5-I,Cor:st Glass 2b Fr-el = 51.5 v� GATE xI TO BE FILED UNDER SEPARATE APPLICATION ti a "" AND5GAPE " u.,, x- a � BUILDING 5 BUILDING 6 _ � J PROP05ED I STORY PROPOSED I STORY o x of PROP.5GREEN PL.ANTIN63 J a MINI 5TORA&E EUILDINa MINI STORAGE WILDING n - `' 12,000 sf (dry build!n ' - ' 00 sf (dear builds ) J[2,0 rsc� ,� A, �� �+ N 4 °G�' G" 233.52' PRCiF'.6' FENCE Q� p ° Occ - 5-I,Gons Class Db- PF el - 5�.5 Occ 6p 5-I,Gonst Glassb - FF el = 5 .: g zaa z ' `� FILED UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION L-f _._ RET.WA �£! z 05_f?GK LL��" ---- -< I ILI v TE X 'r 1 ; N �•,, J POC A O BARN 0 �z "N W q4 ✓G c � � l ` ILA i S"` � \. L/4NQ IY/F OF iN.lF FARMc'I.LG � LY fCcY?CilAt SJrf ` // �•� I I I I I I I I I I I I I I I I I — — -- �_ PROP,6'FENCE r REVI �aIN SITE PLAN Q S 5P- 1 w 40' PROPE PLANS ERTY OF TTHHE ARCHITTEECT.NN�IWMENT5 AND L AREBE THE PR05E07ED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AHD DIMENSIONS AND SHALL BE FESPOH516LE FOR FIELD FIT AND OJMTITY OF WORK.NO ALLOWANCE SHALL BE MADE BUI L I N C.C.SI f�NA1�Y�I ON THE BEHALF OF THE OMTRAZVOR FOR ANY ERROR OR 1 NEGLECT ON HIS PART. Chapter 3 - Use $ OcGvponCq Classification 511 5toracic Group 5 Chapter 10 - Means of EEaress 511-2 Moderate Hazard Storage Group 5-1 Tablo Maximum Floor Area Allowance per Occupant 1004.5 500 sf/occupant - Warehov5r, Chapter 5 - General Buildino Hcicuht 4 Areas Table Egress width [ Unit 503 General Height 8 Area limitations 1005 027occuloar-t - 3'-0" door = 180 accupant5 Table Allowable height $ building areas Actual persons per, 3'-0" door = l2 Mini Storage 505 Type 25 : 1'7,500 sf and 3 stories 12 < ISO Therefore OK Cox5 LANE Actual Max building area = L2,000 sf and I sty Table Spaces with one meon of egress MJLSERRY 5T. 1-2,000 < I-1,500 - Therefore Or, 1006 06cuponcy group 5 = 2cf occupants maximum ..—..�... Actual occupants = .24 0 n. 1 1 tlflfl t1eb©� ��Cha ter 6 - Toes of Construction Therefore I means of e rose rcowired - 2 rovided -, , , �? 11900 O p � g �' �;_,.;� F'ROJa=GT LDGATI4N �' �_ -' �T^� ad 6022 Tyae I & II - Non-Combustible Table Travel Distance °� CutchOgue !� 1 Table 601 Fire Resistance Ratings 1001-72 .200' max travel distance without a sprinkler system TUTHILL � ? Type IIB - 0 hour rating for all components Actual max travel distance = 100', Therefore OK a ROAD Table 602 Fire Resistance noting for exterior walls based an fire Table Dead ends - 20 maximum if more than one exit is separation. distance 1020.4 reovired n. - Type IIB construction greotcr than 30' separation No Dead Ends Corridors, Therefore OK { z "FRIMR- :�Y MAP � � F { = 0 hour rating rec[ulrcd for S-I ocGupancu I - -_ cE _ BU LINO 4 �2'-O" mirJmum separation providod, Therefore OKntg Chapter 7 - Fire Resistance Rated Construction -705 )exterior Nally 705.5 Allowable area of openings sholl not exceed values per ' table "705.9, 1/15/20 Chapter 61 - Fire Protections.SU:atem5 D A T E 1103 Sprinkler ystems ,ciO32.'l Oroup 5-1 ReRiArod if fire area exceeds 12,000 f A5 NOTED 12,000 = 12,000, Therefore 0K NO Sprinkler System 56 ALE OF 4 re�u iced PRAM BY .VB DAA i Associates Architects I 26 Preston avenue sea 1 E 671 n 79 3624 f516) ax(516) 759-7138 r-I � I Iq-Ild r I � j I P 4 0 A. I I I � I � �•" �`- m TYPICAL 5LA5 ON GRADE ✓ON5T:1 z - ( 16" - 4,000 PSI 5T0NE GGNCRETE L� I xc1; WITH 6xb W CZ I; T0P GF SLAP ELEV.: -0'-0` 0,c u"I ;5EE DETAIL 3./A-&,i I o VFW YOPE i55 .UEC> I ( � I I ! II A-b I I I � I � „ II - 7_777, - - - - _ 77 - 4 t FOUNDATION FLAN BUILDING 4 LINE OF ASPHALT--- --� PAVING(PITCH A5 SHOWN) EL. +0'-0" Q �bx6 W2.1 x W2.q W.W.F. GENERAL N0TE5 CONCRETE NOTES 5PEGIAL INSPEGTION5 ASPHALT PAVI _ Q x x x x ` I. ALL WORK PERTAININ&TO 5HEETING,BRACING,SUPPORT OF ADJOINING LOTS AND 51DEWALK5, L ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENT5 OF THE CONCRETE INSTITUTE (AEI) 315-2011. I. PRIOR TO BEOINNING ANY IORK,THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED Q n cv PLACEMENT OF FOUNDATION CONCRETE ON SOIL SUBGRADE IS SUBJECT TO SPECIAL INSPECTION 2. ALL CONCRETE,EXCEPT A5 5I'EGIFIGALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE PROf'C5510NAL ENGINEER TO PROVIDE INSPECTIONS DURING CONSTRUCTION- THE INSPECTOR SHALL BE QUALIFIED T.O. WALL INSPECT FOR SHEETING d BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL INSPECTION 3 PAID BY THE CONTRACTOR. HAVING AN ULTIMATE COMPRES5IVE 5TREN67H A5 LISTED BELOW. AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS A5 REQUIRED BY NY5 BG. 2" RIGID MUL. OUALIFIGATIONS SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 51MILAR WORK. 2. PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT z . ACCORDANCE WITH THE REQUIREMENT5 OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: c -SLAB ON GROUND 4000 P51 NORMAL WEIGHT - ° U>- BARS 12" O.C. 0GO C D O A O �TRUGTION REQUIRING SPECIAL INSPECTION,ALL PiwR50N A. CONCRETE CAST-IN-PLACE BG 1704.4 CH WAY /EACH FAGS HOURSRESPO RIOR FOR SUCH SPECIAL INSPECTION SHALL BS NOTIFIED IN WRITING AT LEAST 72 3. REIN`ORCINO FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHC-RH15E SHOWN OR 5PECIFIC-D,SHALL BE B. 501L - SITE PREPARATION BC 1704.7.1 4" HOURS PRIOR TO SUCH COMMENCEMENT." DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 6. SOIL - INVESTIGATIONS(BORING/TEST PITS) BG 1104.1.4 3. NOTICE SHALL BE PROVIDED BY THE PROJECT5 OWNER TO ADJOINING PROPERTY OWNERS IN PSI D. 5TRCTURAL SAFETY AND STRUCTURAL STABILITY BC 1704.11 n 4. REINFORCING FOR COLUMN TIE5 AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A6E5, E. CONCRETE TEST CYLINDERS. 11105.6 a ACCORDANCE WITH THE NY5 BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT Or 40,000 PSI. F. CONCRETE DESIGN MIX BG 1105.3 n ISSUED UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT , THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC INSPECTIONS ARE z a - (� #5 BARS as APPLICA"ION SHALL HAVE BE ✓ EN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 10,000 P51. � CONT. (TYP) LOTS,BUI_pINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6 MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWISE"SHOWN,SHALL BE 314" FOR SLABS AND INTERIOR NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE SITC PERSONALLY OR SEND A PERSON UNDER HIS OR HER DIRECT SUPERVISION. FOUNDAT ON WORK OR EARTHWORK OPERATIONS. FACES OF WALLS, 1-1/2" FOR BEAMS AND GIRDER5,2" FOR EXTERIOR FACES OF WALL5,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LOG IN H15 OR HER OFFICE WHICH INCLUDES THC I'-4° MIN. OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4, NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNER5 IN PRELIMINARY TEST(PER NY(BC)HAVE BEEN MADE AND APPRO'✓EP. (i) ADDRESS OF THE PREMISES,JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 7 ALL 5TRZTURAL MEMBER5 SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION (!i) DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS.SUCH AS DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN 15SIXD. REINFORCING SHALL RUN THROUGH THE JOINT.ROUGHEN AND 5GARIFY.JOINTS TO EXP05E AGGREGATE FOR B ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATINS TO ANY OF THE FOLLOWING: 5, ALL WORT:PERFORMED IN CONNECTION WITH SHEETING, BRACING.EXCAVATION SHALL ADHERE TO CHEMICAL BOND.NET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR,I/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATION5 FROM THE CONTRACT DOCUMENTS. SECTION C EXTERIOR NAIL L BEFORE FRESH CONCRETE IS POURED AGAINST SERFAGE. 2) ANTICIPATED FIELD CONDITIONS; -� THE APPLICABLEPRO'✓1510N5 OF THE NEW YORK STATE BUILDING GODS,REGULATIONS OF THE 3) PROPER EXEUJTION OF THE WORK; ?�-I NEW YORI:STATE DEPARTMENT OF LABOR AND OSHA. S. ALL OPENINGS IN FOUNDATION WALLS,UNLESS OTHERWISE SHOWN,SHALL HAVE (2) #b BARS ADDITIONAL ON ALL 4) C00D ENGINEERING PRACTICE; I O N 5 SIDES AND SHALL EXTEND 2'-6" BEYOND EDGES 07 OPENINGS 5) SAFE J05-SITE CONDITIONS; b PRIOR TG�COMMENCEMENT OF MASS EXCAVATION, THE ADJOINING PROPERTIES,AND STREETS SHALL BE.VISUALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT P. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, (0) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF SLEEVES, REASON. PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE OPENINGS, INSERTS, ETC.AS REGUIREp FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS IS SUBJE (iii} THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THL SPECIAL INSPECTION ENGINEER DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPH5 SHALL BE CT TO APPROVAL OF STRUCTURAL ENGINEER GGU . ORRING OFF-51TE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR IN5TRUGTION5. PROSE g PROVIDED TO ARGHITEGT IN TRIPLICATE COPIES. A PRE(ONSTRUCTION DAMAGE CONDITION 10. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER ACI CODE. 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN H15 OR HER CONTRACTOR SHALL VERIFY ALL FIELD=ITION5 AND SURVEY OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND DIMENSIONS AND SHALL BE RESPON51ELE FOR FIELD FIT TWO COPIES SHALL BE FURNISHED TO THE OWNCR5 REPRESENTATIVE. IL ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH AGI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE GON5TRUCTION(LATEST EDITION). AND C lANTITY OF WORK.NO ALLOWANCE SHALL BE MADE SITE. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 1. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY 5LUMPiN6 OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE 6. THE SPECIAL IN5PEGTION ENGINEER RE5PON51BLE FOR SPECIAL INSPECTION 514ALL REPORT UNSAFE CONDITIONS 1 112" SLAB RECESS a 0. . NEGLECT ON HI5 PART. OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE SECURELY WIRED TOGETHER, IN AG(ORDANCE WITH CR51 "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES DOORS(SEE PLAN - TYPO EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION, THt ELEVATION OF THE 1 1lp"I mm�irc,r n� I- P cpevrtirGri n� v,ni edge u� rcFri i iU�c�rin Frir,n,F�v Qua, , wraYc e"fe„ eai P WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLE55 A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE .' �I I -M.- MF _ D'EF ��-•T ,�D T �,,P ", N .;. . ,_ 1 1, KE ,.....�.,- r SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT 003 ;ING5 I.0.5LAE5 EL. +U`-O" sd AS TO PREVENT DISTRESS t0 ADJOININ 7 STRUCTURES LINE OF ASPHALT �� � RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 6". PAVING (PITCH AS SHOWN) q I/4" -bx6 W2.q x kill W.W.F. COMPETENT REPRESENTATIVE D- THE CONTRACTOR.SHALL INSPECT THE SL'BGRADE 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT, `{may Mini OF THE H:XC FT, TIOA ANY AND ALL BRACING AND BLOCKING, O THE COMMENCEMENT15. COARSE AGGREGATE SIZE SHALL BEE NO. 57 OR LARGER. CONTRACTOR SHALL SUBMIT MIX DESIGN5 FOR REVIEWTS Storage HI EACH A SHIFT,TO ASSURE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORD BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT.CONCRETE MIX DE51GN SHALL INCLUDE WITHIN ANY EXCAVATED AREA. ASPHALT PAVING -__._-.--. ALL STRENGTH DATA NECESSARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL - � x x x x -40 BATCH OR FIELD EXPERIENCE METHOD. W2.q x W2.q (LION) d n W.W.F _ q. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT 16. CONCRETE MAT ON GROU�dD SHALL BE POURED TO THE THICKNESS6xb SHOWN ON THE DRAWINGS ON VAPOR .. T. WALL � 19�0 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PRO EST. IF A SHEETING OR BRACING BARRIER, 6" SLAB ON GRADE O. g SYSTEM 15 TO BE UTILIZED,THE DETAILS OF A SHOP DRAWINC-5 AMC)SUBMITTED FOR 17. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNESS Or &MILS(00e,),FREE OF 4,000 P51 STONE CONCRETE 2" RIGID IW31L. REVIEW,AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROU'S FILLING ACCORDANCE WITH x x x x x x x Cutchogue , NY MANUFACTURERS REQUIREMENTS_ ALL JOINTS SHALL BE LAPPED 12" AND TAPED � ° ' A. : . a t'a 10. THE GONTR.AGTOR SHALL BECOME FAMILIAR WITH THE 51,156RADE CONDITIONS PRIOR It. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO TO START OF WORK, THESE DR NIN55 DISCOUNT UNDERGROUND WATER CONDITIONS ' ° #4 BARS a 12"O.G. " 15%OF MAXIMUM DENSITY IN CONFORMANCE TO A5TM D1557-66T. MATERIAL SHALL CONSIST OF HARE),DURABLE ,3 2, EACH WAY I EACH FACE r )� j1 /rim 'i}'t a '_ tt1 F (PER REtxUCST Or OWNERS).UPON COMPLETION OF EXCAVATION. PARTICLES, f REE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS 5U55TANGES MAXIMUM PARTICLE 51Z'C 'i3')�� `� J "��" '� �r�� �Pk ��� 4 FOUNDATION SHALL BE 2", 10 TO 6090 BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 409b BY WEIGHT PA55IN5 THE E) j j 4 € _ N0.60 SIEVE,AND NOT MORE THAN 10%WEIGHT PA55INO THE N0.200 SIEVE. EJuNDATIGN NOTES Iq. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO 1=I I-III-III-III=III=I -III- I-III-I I a PLAN DETAILS 1. ALL FOC)TIN55 ARE TO REST OV 501L HAVING A MIN.SAFE BEARING CAPACITY OF,2 TONS PER SQUARE FOOT. ONE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE ;III III III III III III III �I III III �� 2. 150LATED FOOTIN65 SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THICKNESS OF THE SLAB. � cA � a . (3) #5 BARS �J HEIGHT,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER 20. PROVIDE SHOP DRAWINGS 5HOWING REINFORCEMENT d INSERTS. 6 MIL POLY V.B. -- m CONT. (TYP) OR HIGHER ELEVATION THAN rJHOWN ON THE PLANS. CRU5HED STONE BASE 3. BACKFILLING AGAINST FOUNDATION WALL5 SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT COMPACTED SOIL STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. DATE 4. EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TO,2(HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. 5. THE CONTRACTOR SHALL SAFErUARD AND PROTECT ALL EXCAVATIONS.6. THE DE51ON OF THE FOUNDATION 15 A5 NOTED BA5EDON SOIL V STICATIOId. T`YPIGAL SLAB DETAIL SCALE OF 3 SECTION @ R�OLLUP DOOR. t�,RANN ,VB DD .......... .......... METAL ROOFINr5 !TYPJ 5 h I 15 DiGiovanni & HEATHER VANE ITYP) I- f,I— i "), -- 4-0� x 4,-0" NIN'DON i2 A 5 5*L' E-�`T E D ., I , i 'All-- , 12 ­ Associate�I III METAL FRAME IN ME E METAL 5 ANDINO SEAM (7�r. ALL 15IPE5-!� Architects R007iNIC, (T'�FJ H. TTT_,1__ _T 26 preston avenue I I I I I I I I I I i � 1 I I I I I I i I I I I , I ; I I I I I i I ' I I , ! ( I i lli sea cliff, ny 11579 .I I ! ! , ; I I � I . ! I I ( I j ; I i i I I ! ! i iI ! � I � II ! I I I I ( (516) 671 - 3624 li I I I l I ! I I I I I I I j l I Ili ' fax(516) 759-7138 EREr _LL ell 1 ­1 i I L OX ILL I L ULi HIII I I 1 1 TO P! AT A>- D/( 7, I'; � I I I I ! I i I I � I I ! � I I I , ! � I ! : ( I ! � ! ! I I I I I ' j i � � I � I I I I � ( ! i I ri LU ' i I ' III I I I ! !! I IIII I I,I I ! II i ' I C I II ( I I � I ^,f ! Z M F' 11 ME LEADERS II II!I III OUTT R!� (T*�F) III I �I ! ;ii ! ( 7 70 is. FLOv^R- GAS;.Y. EL. +0'-0 METAL ROLL UP DOORS WALL LIGHT METAL 5101N5 Trp;(TYP.) FIXTURES (TYP) SOUTH ELEVATION A-5 z METAL RoorIN57(TYP) 12 12 2 HEATHER VANE fTYFI.) 12 4 "12 AS SELECTED 127 -0 X 4'-0" HINPON 2 IN METAL FRAME 12 2 METAL 5TANPING 5EAM (TYP. ALL SIDES) ROOFING(TYP.) 8"1 C.H. O.H. --------------------- ----------------------------- ------ - ------------------ -------- --------- ------------------------- .. .... ------- H�1 --___---- - - TO PLATE EL. +[2-0" En C', rh_11 1111 TJI'1111­1� 11"11 1—- F T METAL LEADER5 4— (TYP-) TO Ir;t FLOOR DATUM -L. +0'-0" METAL ROLL UP DOORS (TYP.) HALL PACK LIGHT METAL 51DINO (TYP)_j FIXTURES (TYP) NORTH ELEVATION A-5 Val' E V 15 1 0 N S THESE PLANS ARE AN IN5TOST OF SERVICE AND ARE THE METAL ROOFING(TYP) METAL ROOFING(TYP) PROPERTY OF THE ARCHITECT. INFRINaMENT5 WILL BE FRO51507ED, HEATHER VANE {TYP) m -,- 41�011 X 41-011 WINDOW WEATHER VANE (TYP.) 12 AS 5ELEOTED 12/ 1 4'-0" X 4'-0" NINDON CONTRACTOR SHALL VERIFY ALL FIELD CONDITIM AND IN METAL FRAME AS SELECTED 12 DIMEN51ON5 AND SHALL BE RC5FONSaE FOR FIELD FIT IN METAL FRAME A" bill 0111 (TYP ALL SIDES) (TYP. ALL 51DE:5) AND QUANTITY OF AM.NO ALLONAZE SHALL BE MADE 511 ON TGLECT HE BEHALF Or THE CONTRACTOR FOR ANY ERROR OR NE ON HIS PART. O.H. O.H. LJ LEI) HALL METAL 51DIN6(TYP) LED HALL— METAL SIDING(TYP) PACK LIGHTINGPACK LIGHTING FIXTURE (TYP) 1.2 FIXTURE (TYP) 12 Unit 2 Go 4 4 • TO PLATE L I TO PLATE ---------- 11900 Oregon Road Cutchogue , NY TO 15t FLOOR To Ist FLOOR DATUM i iEL, +O 1'-0" DATUM 5JILDIN6 4 LEVATION5 ill�120 EAST ELEVATION NE DATE 4ST ELEVATION A5 NOTED 5 C. A L E 4 OF 4 gr JV5 CHECKED S'r REVISION 7t, Sheet Index TRACH TE :3UILDIN PAGE DESCRIPTIONG SYSTEMS INC R� y 9 A1.0 FLOOR PLAN & ELEVATION - 3 A2.0 FLOOR PLAN & ELEVATION - 4 M I N I S __ 0RAGE BL _ _ D \ GS 3 & 4 B1 .0 FOUNDATION NOTES & DETAILS B1.1 FOUNDATION PLANS - 3 & 4 C1.0 INTERIOR WALL FRAMING DETAILS ERECTION SET C1 .1 INTERIOR WALL FRAMING ELEVATIONS i� C1 .2 INTERIOR WALL FRAMING ELEVATIONS ` C1.3 INTERIOR WALL FRAMING ELEVATIONS C2.0 END WALL FR AMING DETAILS t. C2.1 END WALL FRAMING ELEVATIONS C3.0 ROOF FRAMING DETAILS & PLANS Y UodeSummaryC3.1 RAKE ANGLE LAYOUT ItMOPCCTION C4.0 FIREWALL FRAMING �' C DETAILS CEOUIEQ BEFOR it"Aft 0 8 2022 CODE 2020 BUILDING CODE OF C4.1 FIREWALL FRAMING ELEVATION O UZ«G NEW YORK STATE E1.0 SIDE WALL FRAMING DETAILS 13UILDING DEPT CONSTRUCTION TYPE TYPE II B TOWN OFSOUThiOUTHOLD USE GROUP MODERATE HAZARD STORAGE, S-1 E1.1 SIDE WALL FRAMING ELEVATION GROUND SNOW LOAD 25 psf E1.2 SIDE WALL FRAMING ELEVATION I SNOW EXPOSURE CATEGORY C E1.3 SIDE WALL FRAMING ELEVATION SNOW IMPORTANCE FACTOR 0.8 F1.0 PARTITON PANEL & SUPPORT LAYOUTS �0 WIND VELOCITY (V ULT) 119 mph 1- r, F1.1 INTERIOR PARTITION PANEL DETAILS D Lt�o1� � WIND VELOCITY (V ASD) 92 mph � ��,� WIND EXPOSURE CATEGORY C F1.2 INTERIOR PARTITION PANEL ELEVTIONS * A 41 F1.3 INTERIOR « ' SEISMIC USE GROUP I RIOR PARTITION PANEL ELEVTIONS �"�i . ,'� ,� I SPECTRAL RESPONSE ACCELERATION (SS) 0.177 z2:o3. F2.0 EXTERIOR DETAILS & ELEVATIONS f i Howa SPECTRAL RESPONSE ACCELERATION (SO 0.050 F2.1 EXTERIOR ELEVATION SPECTRAL RESPONSE ACCELERATION (SDS) 0.189 G1.0 STANDING SEAM ROOF DETAILS h'pcESSI©�P�c. SPECTRAL RESPONSE ACCELERATION (SDI ) 0.080 H1.0 CORRIDOR ASSEMBLY DETAILS r� SITE CLASS D SEISMIC DESIGN CATEGORY B H1.1 CORRIDOR ASSEMBLY DETAILS H1.2 CORRIDOR RECESSED ENTRY DETAILS _ H1.3 END OF CORRIDOR, TRIM & F.O. DETAILS b� Abbreviations H1.4 CORRIDOR SWING DOOR DETAILS ui GlossarSymbols � � & H1.5 CORRIDOR RECESSED ENTRY DETAILS (� � CO c H1.6 CORRIDOR RECESSED ENTRY DETAILS �- °0 �O� S Terms Anchor Bolts -- Bolts used to anchor eave/base angles or channels, and base plates to a foundation H1.7 CORRIDOR RECESSED ENTRY DETAILS �' �Colors (Concrete Screws) or other support. Materials a o o ° F BEW Blank Endwall NTS. Not To Scale ASGY Ash Gray 11.0 INSULATED WALL DETAILS o o a co BSW Blank Sidewall O.C. On Center BWHT Bright White Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are 11.1 INSULATED WALL DETAILS J BLDG. Building OPP. Opposite CDRD Cedar Red Channel, Eave/Base usually used when the wall section is insulated. J1.0 GUTT ASSEMBLY DETAILS APPROVED AS NOTED m ° .� o Base Plate -- A late attached to the bottom of a column or jamb which rests on a foundation or DATE: - W C) �� CNR Corner PART Partition CLBG Classic Beige P j B.P.BP 2 Revision Indicator --�-- E- k m COL Column PT Partition CRMB Cream Beige other support, usually secured by anchor bolts. FEE: BY: _ ° U \ E ° R. Center PSF Pounds Per Sq. Foot CONE Conti. Brown � � NOTIFY BUILDING DEPARTMENT AT' DIA. Diameter PTD. Painted DTAN Desert Tan � � � �Irsh��'`5 �s5-1ao2 aAM TO 4PM FOR THE � DBL. Double QTY. Quantity EVGN Evergreen Bracing -- Angles or straps used in the plane of the roof and walls to transfer loads, such as p1 Notation Reference 'j l FOLLOWING IN Ethylene-Propylene- wind, seismic and crane thrusts to the foundation. �/�-� �j INSPECTIONS: EPDM REQ D. Required GARN Garnet �(,� 1. FOUNDATION - TWO REQUIRED Diane-Monomer EW Endwall R.O. Rough Opening IWHT Iced White w5 FOR POURED CONCRETEDetail Qi ( 2. ROUGH - FRAMING & PLUMBING EXT Exterior S.D. Self Drilling ORAN Sunset Orange Bridging -- Series of bracing used in the roof framing to stiffen purlins. Pa a Detail Identification/Reference h s. INSULATION F.O. Finished Opening STR. Starter PLBL Polar Blue g �i!�i )p a. FINAL - CONSTRUCTION MUST F.M. Field Modify TYP. Typical ROYB Royal Blue `� BE COMPLETE FOR C.O. Clip -- A plate or angle used to fasten two or more members together. ALL CONSTRUCTION SHALL MEET THE GA. Gauge WWF Welded Wire Fabric SGRY Slate Gray GALV. Galvanized Detail Detail Identification REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR k GALVM. Galvali.ime Column -- A main member used in a vertical position on a building to transfer loads from main DESIGN OR CONSTRUCTION ERRORS. I.D. Inside Diameter roof rafters, or purlins to the foundation. i INT Interior Detail Section Identification Reference / �( MISC. Miscellaneous IN Page � � � � � � � Notes Eave -- The line along the sidewall formed b MPH Mlles Per Hour 9 y the intersection of the planes of the roof and wall. Structural Fasteners NOM. Nominal 29-Grade-2 or ASTM A307A unless s SAE bolts are J4 specifically Trachte structural bo Footing -- A pad or mat, usually of concrete, located under a column, wall or other structural Part No. Part Number Identification , P Y noted. These are typically Trachte Part Nos 760110 & 764200. All bolt holes shall be aligned to member, that is used to distribute the loads from that member into the supporting permit insertion of bolts without undue damage to threads. Bolts shall be placed in all soil. holes and nuts threaded to complete assembly. Compacting joint to snug-fit condition shall 10--DIGIT PART NUa "--st Nu-m-- berils-Ig MBER, -- 12 Rise Run Identification progress systematically from most rigid part of joint. Snug-tightened condition is tightness / attained with a few impacts of impact wrench or full effort of ironworker using ordinary Girt A horizontal structural member that is attached to sidewall or endwall columns and 4 5000500000 spud wrench to bring connected plies into firm contact. Supports paneling. Specification for Structural Joints Using High Strength Bolts, December 31, 2009 COMPONENT NUMBER COLD 2-DIGIT CODE GAUGE IDENTIFIES MATERIAL COLOR OR GAUGE Self Drilling Fasteners Gutter -- A light gauge metal member at an eave, voile or parapet desi ned to car water a STRUCTURAL PARTS USE GAUGE CODE g g g y p p g carry North Arrow Use self-drilling screws in the locations, quantities, and methods shown or noted on these NON-STRUCTURAL PARTS USE COLOR CODE from the roof to downspouts or drains. o drawings. Self-Drilling Fasteners should be used in accordance with SAE J78 specifications '; 4-DIGIT RANDOM NUMBER z for Self-Drilling Screws. RANGE FROM 0000 TO 9999 Header - The horizontal framing member located at the top of a framed opening, (doors). WARNING: When Installing Self-Drilling screws, take care to minimize exposed screwpoint MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE g hazard, by locating screws next to panel bends and near recessed corners of angles. BASED 0N HOW OR WHERE THEY ARE USED ON A BUILDING : ' Concrete Structural Bracing w - 4-DIGIT COMPONENT CODE Jamb -- The vertical framing members located at the sides of an opening (doors). � � All structural bracing is an Integral � THIS IDENTIFIES A CLASS OF PARTS g g part of the structural system and should be installed _ _ where noted or shown on the Floor Plans & Roof Framing Plans all connections should be SUCH AS COLUMNS, HEADERS, BASEPLATES ETC. Purlin -- A horizontal structural member which supports roof covering. consistent with all details related to installation of bracing components. Removal or O ra -III-III-II Earth alteration of bracing without prior authorization Is prohibited. E­4 Imaginary III-III-III T O 9-DIGIT NUMBER Decimal Rafter -- The main beam supporting the roof system. Temporary Bracing z pi Temporary supports or bracing required to erect the building is the responsibility of the � Z Z Point Insulation erector to determine, furnish, install and remove. _ 331_- _ _ - Rake Angle -- Angle fastened to purlins at rake for attachment of endwall or partition panels. o 0 r� 5 DIGIT LENGTH Permits x 0 w � COMPONENT FINISH LENGTH FIRST 3-DIGITS = INCHES It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate N P4 O a Structural Line -- Usually chalk lines laid out on the foundation to aid in placing columns and other approvals and necessary permits from City, County, State, or other agencies as required. Z 0 LAST S DIGITS ARE DECIMAL (FRACTION) structural components of a building floor plan. Accurate placement of these lines is ® L� ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2-DIGITS critical to erecting a building. DS Down Spout Structural Lines :a ID DIGIT CODE 0 � O IDENTIFIES MATERIAL COLOR OR GAUGE Rake Trim -- A trim designed to close the opening between the roof and endwall panels. Structural lines are referenced often throughout our drawing details. These relate to the o STRUCTURAL PARTS USE GAUGE CODE .-+ U NON-STRUCTURAL PARTS USE COLOR CODE U chalk lines that are to be laid out on the foundation. The lines should always be laid out 2-DIGIT PROFILE CODE taking into consideration the inherent imperfections commonly associated with foundations. THIS IDENTIFIES A STANDARD PROFILE Ridge -- The horizontal line formed by opposing sloping sides of a roof running parallel with The edge of a foundation Is seldom straight enough to use as a base for dimensioning. It Date SUCH AS PANELS, TRIMS„ STUDS, ETC. the building length. is recommended to begin your layout at 10'-1" from the sidewall edge (refer to "Locating 2/23/22 The First Line" in the Trachte Erection Manual). All other lines should be placed accurately Drawn by -DIGIT 2-DIGIT 2-DIGIT 2-DIGIT 2-DIGIT 2-DIGIT from the first line. P' GAUGE CODES WALL & TRIM DOOR or TRIM DOOR or TRIM S.S. Root Spacial JMN 12 =12-GAUGE COLOR CODES COLOR CODES COLOR CODES COLOR CODES COLOR CODES 14 =14-GAUGE 60 =Cream Beige 21 :=Ash Gray 44 =Contl. Brown 10 =Regal White 28 =Clay By Others Scale 16 =16-GAUGE 61 =Slate Gray 26 :=Matte Black 45 =Garnet 11 =Roman Blue 33 =Polar Whita 18 =18-GAUGE 62 =Classic Beige 31 :=Patriot Red 46 =Evergreen 12 =Evergreen 37 =Sand Stone 63 =lead White 40 :=Sunset Orange 47 =Cedar Red 13 =Patrician Bronze 38 =VP Charcoal Black The design, detailing, and materials for items designated as "By Others" are not the N.T.S. 2-DIGIT 27 =Light Stone 41 :=Desert Tan 48 =Shale 14 =Surrey Beige 39 =VP Patrician Bronze g y ons g responsibility of Trachte Building Systems, Inc. Plan No. COLOR CODES 42 ----Polar Blue 63 =Iced White 23 =Regal/Harbor Blue 49 =Natural Stone Y Field Cutting and Drilling P5 - 80 =Galvanized 43 ==Royal Blue 64 =Bright White (Door) 24 =Colonial Red 65 =Yellow Order No. 82 =Galvalume 32 ==Lime Green (Door only) 26 =Matte Black 66 =Silver Metallic Field cutting and drilling Of some arts Will b@ 82 =Galvalume 67 =Btroh White g g p required. 6-DIGIT PART NUMBERS ARE ALSO USED. THESE FOLLOW NO SPECIFIC STRUCTURE. 246257 & 246258 THEY ARE COMMONLY USED FOR FASTENERS, SWING DOORS, PEAK BOXES, AND SOME OTHER PARTS. NOTICE: sheet No. I . Most of Trachte's standard color codes are shown. Special colors are not shown. Permit plans ma Tali' SPECIFIC PROJECT INFORMATION PROVIDED TO TRACHTE BUILDING SYSTEMS, INC WASy not USED IN THE DEVELOPMENT OF TBE ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST AND show the correct color of your desired building. The final erection set of drawings may show the PRICING. ANY DISCREPANCIES BETirEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS correct colors ordered. The colors may not always be shown within the drawing set but the material WILL AFFECT THE ACCURACY OF THIS W0RJr TRACHTE IS NOT RESPONSIBLE FOR ANY Cove r listing will always show the correct color for the part listed. ADDMONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION. PLEASE RECHECK THIS INFORMATION CAREFULLY. 4"\ REV/SIGN 5y Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 T175994000316 � pE 595000p0518 DE DF DS� OF 599 OpB16 5p9B40 0316 DF � DE DF DF DE ♦ DF DF59DF 00518 5994000316 A A 5950000518 in 5991020116 5995130912 1, 5992020114 5995130912 5991020116 B it A O 11.0 I Loll 5991020316 5995132412 3 HR. FlREWALL 5992020314 5995132412 5991020316 C it C O 1, B I C1.1 0 5991020516 5992020514 5992020514 5991020516 D A e 14 G 10 13 15 12 15 4, 11 15 01 C4.0 5991020716 F1.1 C4.0 C4.0 C4.0 C4.0 C4.0 3 HR. FlREWALL C4.0 C4.0 5991020716 0 _� - E 5992020714 5991020716 0 5991020716 5992020714 �� � I 3 LO 5991020916 5992020914 11.1 5992020914 5991020916 F ° It (SIMILAR 1, NOTE COLUMN A O ORIENTA11 ON 5991021116 5992021114 IN STARTER BAY 1' 5992021114 of Loll ® ® © ® ® ® © ® ® ® ® ® ® © ® ® ® ® CI 5991021116 G O c O O Ij4, F22W F22W D25NWA LO 0 5ss1o2os1s ® ® ® ® © ® ® ® ® © ® ® ® --- 5991020916 AIr ��no �p NOTE COLUMN A M R / �,� '�11 i I 5992020914 ORIENTATION A 5992020714 5992020714 IN STARTER BAY ORIENTATION NOTE COLUMN 99 020914 1.4 A in 5991020716 fry A ;1 A H1.1 IN STARTER BAYr 2' t� o I C1' 5991020716 I1Howa,c� C 13 D 03. n i F1.1 I 11.1 F1.1 7 E , . 6 11.1 5991020516 �' 3 J � 1 11.0 o 1 5992020514 q 1 12 16 15 FESS14' 5991020516 5992020514 I � � 11.1 � 11.1 C4.0 11.1 ® `"`� " 0 5991020316 I 1 i 5991020316 o A E A B A F CB ° A 11 5995132412 C2. F1.1 C1.1 5992020314 : F1.1 C4. 11.0 I1.0 1. 3 HR. FlREWALL 11.1 (3 c L 5995132412 -1 r ---- ---- 5995130912 5991020116 c o A 0 5991020116 5995130912 A 5992020114 0 1180 I I M 5950000518 E1.1 " " 8 59940 1011 16 .II $ 5950000518 599400036 )10e e DF DB DB ---------- DF DB DB DF DF DE 5994000316DS DS 5 0 DS 5 003 DS o zz 10'-0 10 -0" 0'-0" " 0'-0" 10'-0" 10'-0" 10'-0"10'-0" 10'-0" 10'-0" 10'-0 4 10'-0" 10,-0" 10'-0" 1 9 -4 1 o� � o o STARTER BAY STARTER BAY STARTER BAY A A m J1.0 2. J1.0 2. � � o c 160 -0" 3km � � C3 LO o FLOOR PLAN FOR 10'- 411 EAVE 1 4: 12 PITCH MINI STORAGE BUILDING #3 S0246257 SP- 46751 _ � b DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUR DESCRIPTION BWHT 1 CA ROLL-UP 3'-4" x 7'-0" 3'-4" x 7'-0" TRAC-RITE/e . CORRIDOR ROLL-UP DOOR BWHT 10 CB ROLL-UP 3'-8" x 7'-0" 3'-8" x 7'-O" TRAC-RITE/eq. CORRIDOR ROLL-UP DOOR BWHT 4 CG ROLL-UP 7'-8" x 7'-0" 7'-8" x 7'-0" TRAC-RITE/eq. CORRIDOR ROLL-UP DOOR BWHT 16 CH ROLL-UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC-RITE/eq. CORRIDOR ROLL-UP DOOR BWHT 5 CI ROLL-UP 8'-4" x 7'-0" 8'-4" x 7'-0" TRAC-RITE eq. CORRIDOR ROLL-UP DOOR BWHT 2 D25NWA SWING A 3'-8" x 6'-8" 4'-0" x 7'-0" PDL/e uiv DOOR,LEVER/PAN IC,30x3O LITE White PDL DOORS - PRIMER COAT ONLY 1 D25NWB SWING B 3'-8" x 6'-8" 4'-0" x 7'-0" PDL/equiv DOOR,LEVER/PANIC,3Ox30 LITE White PDL DOORS - PRIMER COAT ONLY 6 DB SECTIONAL 3'-8" x 8'-6" 3'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 8 DE SECTIONAL 8'-8" x 8'-6" 8'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 17 DF SECTIONAL 9'-0" x 8'-6" 9'-0" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 2 F22WA SWING A 3'-8" x 7'-0" 4'-0" x 7'-2" PDL/equiv DOOR,LEVER/PAN IC,PASS.,3 HR. FIRE White PDL DOORS - PRIMER COAT ONLY 2 SL SWING 3'-0" x 7'-0" 3'-0" x 7'-0" TRACHTE FLUSH PANEL LOUVERED SWING DOOR BWHT ROLL -UP DOORS MEET ASTM E3,30 DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. PDL DOORS - PRIMER COAT ONL Y RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. w LL o � z SIDE WALL ELEVATION Z P4 A-q z m 00w � x � oo a z a E- HOtxj o a 1--4 0yr i U w r Date END WALL ELEVA TION END WALL ELEVA TION 2/23/22 Drawn by JMN Scale 1/8" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. SIDE WALL ELEVA TION A 1 . 0 REVISION Date e 1 2 3 4 5 6 7 8 9 10 11 (12 13 14 15 16 17 18 19 20 21 5994000316 DS 599 000316 DS 59940 0316 599 000316 DS 59940 0316 5�9 00316 DS 59940 0316 5994000316 DS 59940 0316 DS 5994000316 A _ DE DF DF DB • DB DF DF DB DB DF DF DB O DB DF DF DB DB DF DF DE v r 0j B 5950000518 5950000518 5950000518 5950000518 in 5991020116 5995130912 1.3 5995130912 5991020116 B 0 5992020114 I in 5991020316 5995132412 3 HR. FIREWALL 3 HR. FIREWALL 3 HR. FIREWALL 3 HR. FIREWALL 5995132412 5991020316 C r 5992020314 0 I to ll 5991020516 5992020514 5991020516 D 5992020514 3 0 11.1 9 1 5992020714 4• in 5991020716 5992020714 5991020716 E 0 q I 10 5991020916 5992020914 1' F11 B 5992020914 5991020916 F ap � 5991021016 5992021014 1� 5992021014 F.5 CI CH CH CG Q CB CB CB CH CG CI CH CH CG CI CB CB CB CB CG Q CB CH C ©j 5991021016 (� Q 0j D25NWA F22w F22W F22W A D25NWA �p g I I G`.5 r I SL c° MR ® ® © © ® ® ® © ® ® © © ® ® © ® ® © ---- 5991021016 a H � 5991021016 5992021014 5992021014 MR ��E r NOTE COLUMN NOTE LUMN NOTE COLUMN NOTE COLUMN 5991020916 %'��' I td Q�Q 0 6 5991020916 5992020914 ORIENTATION E B 5992020914 � A 1 11.1 i O STARTER BAY 11.0 C1. D ORIENT 1lON ORIENTATION ORIENTATION 1 .�O fit' t in 5991020716 F1.1 IN STA TER BAY IN STARTER BAY IN STARTER BAY 1 1 11.1 5992020714 l trAs 0 F1.1 16 8 5 5992020714 A 5991020716 I` 11Howa 11.1 J COLUMN F11 � �2.03. !' in 2 ORIENTATION 22i 09015 � 11.0 00 11.1 IN STARTER BAY ® ® ® A ESS�Q�� 01 5991020516 5992020514 A D B in 5 91020316 5995132412 H1.1 11.0 F2.1 K B 0 C2. A B A F ® ® ® 5992020314 5995132412 5991020316 in 5991020116 5995130912 11.0 C1. 1.3 C4. L r __ _ A A 5992020114 5995130912 5991020116 Q, 0 11 0 A ---- ---- o o r o 5950000518 5950000618 1.3 i D25NWA 5950030618 D25NWA 5994000316 D25NWA 5950000518 5994000316 W C C M E- r .� 5994000316 ps DE DF DE DE L----------- ----------- DE DE DE DF DE N w o o 0 Q) DS 5994000316 DS DS DS DS CL j a CD Q- w o o nCi 10'-0" 10 -0 10 -0 9 -4 10'-0 10'-0 10'-0" 9 -4 10'-0 10'-0" 10 -0 9 -4 lot-0 lot-of10 -0 9 -4 lot-0 lot-0 10 -0 10 -0 o o STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY J a o a 3 mA( v� a � ro ti o 200'-0" 2. 2• w o 1-- 3 k m z co 3 !� Q ELOOR — — ) PLAN FOR 10 4 EAVE, 1 /4: 12 PITCH , MINI STORAGE BUILDING #�S02462581 SP 46752�, � o DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUF. DESCRIPTION BWHT 14 CB ROLL—UP 3'-8" x 7'-0" 3'-8" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 2 CC ROLL—UP 3'-4" x 7'-0" 3'-4" x 7'-0" TRAC—RITE e . CORRIDOR ROLL—UP DOOR BWHT B CG ROLL—UP 7'-8" x 7'-0" 7'-8" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 17 CH ROLL—UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 10 CI ROLL—UP 8'-4" x 7'-0" 8'-4" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 4 D25NWA SWING A 3'-8" x 6'-8" 4'-0" x 7'-0" PDL/equiv DOOR,LEVER/PANIC,3Ox30 LITE White PDL DOORS — PRIMER COAT ONLY B DB SECTIONAL 3'-8" x 8'-6" 3'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 9 DE SECTIONAL 8'-8" x 8'-6" 8'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 12 DF SECTIONAL 9'-0" x 8'-6" 9'-0" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 4 F22WA SWING A 3'-8" x 7'-0" 4'-0" x 7'-2" PDL/equiv DOOR,LEVER/PANIC,PASS.,3 HR. FIRE White PDL DOORS — PRIMER COAT ONLY 2 SL SWING 3'-0" x 7'-0" 3'-0" x 7'-0" TRACHTE FLUSH PANEL LOUVERED SWING DOOR BWHT ROLL —UP DOORS MEET ASTM E JO DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. PDL DOORS — PRIMER COA T ONL Y RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. U111111 IN I . HIF -tM . 0 � A SIDE WALL ELEVA TION Z � 1.4 zz m 00w � x � � x a l E \ o O U O g Z 0) I�I--�� o o Date END WALL ELEVA TION END WALL ELEVA TION 2/23/22 Drawn by JMN Scale Plan No. P52167 Order No. 246257 & 246258 1 . H HIH H I F71 imIll LJ A Sheet No. SIDE WALL ELEVATION A2e0 REVISION ey Dote CONCRETE SCREW #4 REINFORCING BAR #4 REINFORCING BAR CONCRETE SCREW CONTINUOUS 1 „ 9 CONTINUOUS WELDED WIRE WELDED WIRE " FABRIC VAPOR BARRIER FABRIC VAPOR BARRIER 54 SLAB THICKNESS 5 " z 444Z _ SLAB THICKNESS — — — (SEE LEGEND) CLEAR (SEE LEGEND) CLEAR — —7—• • �' ` 4" FILL :, _ 4" FILL — #4 REINFORCING #4 REINFORCING " BAR,"16" LENGTH * SLOPE CONCRETE TO — — — BAR, 16 LENGTH — ® 16 O.C. INSIDE OF NOTCH FROST .. _ — ® 16" O.C. .: _ — — — 5'-0" DEPTH WALL — — FROST WALL _ = VAPOR BARRIER CONCRETE SCREW (SEE SPECS) WIDTH DEPTH >' :.�': WIDTH _ 3'-10" PITCH DISTANCE (SEE SPECS) —I (SEE SPECS) : (SEE SPECS) ; f WELDED WIRE FABRIC n — — — — 1 9 " #4 REINFORCING BAR SLAB THICKNESS SLAB THICKNESS — — —I ;~ — CONTINUOUS (SEE LEGEND) (SEE LEGEND) 99 — — _ _ - - - - - - - - - - - - - - - — — — — — — — —54" - - — CLEAR 4" FILL 1'-0'f FOOTING — II — _— = FOOTING ._ • _• •_ . .':�••• } '`•y 1'-4" HEIGHT HEIGHT �. L .., CLE • — (SEE SPECS) — — — (SEE SPECS) ` - II �" — — — — CLEAR — �i `• :�, — _ CLEAR — = I #4 REINFORCING BAR —, ,—i �El #4 REINFORCING BAR ., ... I -• — — — IT TTCONTINUOUS ... :.;.•�•: H CONTINUOUS FROST •,:: ::,,: •.;. :�� — — — — DEPTH :.:.:�:::: WALL FOOTING FOOTING (SEE SPECS) r,:�. WIDTH ' • _ — = I—' ' 'n * �s WIDTH WI D TI-I (SEE SPECS) (SEE SPECS) 25 (SEE SPECS) — — — #4 REINFORCING IlHowarc( `.,. 22.03. g �- -'� ``; _ — BAR, 16" LENGTH FROST WALL DETAIL, rt: � ,6" O.C. �06F—ES FROST WALL DETAIL, NOTCHED 1A1 "° NO NOTCH — — FOOTING ul —1 HEIGHT j (SEE SPECS) „ — — — — U rn 3 — c o, o � �' CLEAR � o o #4 REINFORCING BAR CONTINUOUS FOOTING '� 1' a_ 3 a WIDTH a 'b 3 o (SEE SPECS) 0 FROST WALL DETAIL ( W/ NOTCH ) _' ° " W � CE o @ RECESSED ENTRY b Q m :Q � o o � o � a 0 0 GENERAL FOUNDATION NOTES FOUNDATION FOUNDATION SPECIFICATION[• LEGEND WELDED WIRE VAPOR BARRIER 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 FABRIC X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. PAVING OR 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO FINISHED GRADE _ _ _ _ _ _ — — — — — — — — — — — _ SLAB THICKNESS YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. (SEE LEGEND) NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. : ::. ` 4" FILL , HOWEVER, 3,000 PSI IS PREFERRED. FREE DRAINING INORGANIC 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, _, GRANULAR FILL = _ _ — _ _ — _ — 7" OFFSET FROM 7" OFFSET FROM \ GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 III III_ NEAREST STRUCTURAL LINE NEAREST STRUCTURAL LINE FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. LAP ALL = _=_I — VAPOR BARRIER " REINFORCING A MINIMUM OF 28" ALT SPLICES AND AROUND I I ( EARTH I — _ 8 —10 SLOPED NOTCH WIDTH CORNERS. —_ 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM WELDED WIRE (2) #4 REINFORCING BAR FABRIC 1 CONTINUOUS A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM Al 2 SLAB ALL SIDE AND END LAPS. NOTE: WIELDED WIRE FABRIC IS — — SLAB THICKNESS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SEE LEGEND USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. ( ) THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN INTERIOR SECTION 1'-0" 1' 4" FILL ALTERNATE. FROST WALL 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL = — •3" CLEAR — — — — — — — — — — — — — 3" CLEAR — — POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 SPECS ' INCHES. � ' •�.,:.:.•';.:'�.'.`�.-'. . '':.•' -:'._:� _ — —_ —_ —_ _ _ —_ — "' . . •._. '-:.. .�'••�:' -'— —I N STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS FROST DEPTH = _ _ = I _ j — TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. 111 — 0 _ _ = 1'-¢" _ =I I -1 ' '- —� I I_ - 1'—¢" = 1 INSON THEERECTION DETAITION LS ARE PAGES,SPECIFIED IN NOTE 01 �___, ' _=�I-- ��� 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER FOOTING HEIGHT POWDER ACTUATED ANCHORS OR TAPCON SCREW Q ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY 8 U� TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING r-1 ONNTHERUCTURAL ERECTION DETAIIILRPAGES.S ARE SPECIFIED NON-STRUCTURAL 02 WALL WIDTH ANCHORS SHALL BE INSTALLED PER MANUFACTURERS �» 6 SLAB DETAIL @ RECESSED ENTRY 0 A SPECIFICATIONS. FROST SUSC8. FREE EPTIBLE FILL ING N MATERIAL CONSISTING OFULAR FILL SHALL BE A FOOTING FOOTING WIDTH O co W AND, CRUSHED ROCK, OR AN APPROVED 1 ' — 4" � � [� EQUIVALENT. O zz z � 0 z 0 0 W O FOUNDATION DESIGN NOTED, CONCRETE SCREW O O � 1. FOUNDATION PLAN SHOWN IS eIDESIGNED FORA Cat � � � PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. Z x (� 10 2. PLEASE NOTIFY ENGINEER OF ,ANY UNUSUAL FOUNDATION EDGE z F-4 E-i 1 U CONDITIONS. 'a Z � � w GENERAL FOUNDATION NOTE;• o O W 1. NOTCH SHALL BE LEVEL WITH NO PITCH. rid .� � 2. FOUNDATION MUST BE SQUARE: AND LEVEL. D 2 " «•: ;::.�-; �: 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER ine r MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE DIMENSION VARIES rid REF. — is Date 2/23/22 LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE 2 "MIN. �- BUILDING SYSTEMS COLUMN GRID ;MOWN ON THE ine INTERIOR COLUMN �j7rid —I Drawn by FOUNDATION PLAN. DIMENSION VARIES Line — NOTE 5 MIN. BASEPLATE I _ - JMN _ Scale TRACHTE BUILDING SYSTEMS, INC. IS ONLY DIMENSION VARIES SCREW I — — 1 8" = 1'-0" RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION CONCRETE SCREW j" CONCRETE SCREW DIMENSION CONCRETE 2 REF. -i I I III III / TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED 2 MIN. ON THE PARAMETERS SPECIFIED IIJ THE NOTES, VARIES Plan o. AND THE LOADS IMPOSED BY OUR BUILDING 2j"MIN. SEE FLOOR PLAN TO LOCATE CONCRETE SCREW ANCHOR TO BE ERECTOR P52167 SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO FOUNDATION EDGE D INSTALLED IN LIEU OF CAST—IN—PLACE ANCHOR Order No. NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF FOUNDATION EDGE & ORIENTATE BASEPLATE & ANY UNUSUAL SITE CONDITIONS OR OF ANY 71 1 INTERIOR COLUMNS SCREWS. MINIMUM EMBEDMENT DEPTH 246257 & 246258 MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL _ (CONCRETE SCREW LENGTH) -I- Sheet No. IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF TIRE FOUNDATION, A CONCRETE SCREW LOCATION B CONCRETE SCREW LOCATION C CONCRETE SCREW LOCATION CONCRETE SCREW INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS > , > AND THEREFORE, NOT THE RESPONSIBILITY OF BleO TRACHTE BUILDING SYSTEMS. CORNER EXTERIOR INTERIOR BASEPLATE SECTION , FOUNDATION EDGE slow ay REVISION Date e 1 B A 1 2 1, 3 4 5 6 7 8 9 10 11 12) 13 14 1 . 15 16 17 1 A 1 ,� c, I I I I I I I I I I I I I I 2 I p "' _ I _ I — I — I — I _ I — I — I _ I _ I _ — 11. — I _ I 1 • — fil _ x i 0 I c' in c� OF N 1 —— — — — — — — — — — — — — — CO fl 1 1� �$,q b a 1A to cl /1 A i0 1• 1 • !; I�Fiowa Lu H �, — — — — — — — — — — — — — — — — FOUNDATION i tt'Q 0 9 ?f 13Q3. I? I I I I I I I I I I I I I I I LEGEND Lo ' �FEM4' '�='` x BLDGS 3 & 4 0 I �., SLAB THICKNESS J c� — I — � — I — I — I — � — I — I — I — � — I — I — I — ► — I — 4. 5" c •`, rn U � O K `" CONCRETE SCREW .o =I 5 (INTERIOR) ; Co ire 1. » X 2 1 /n» LO o c 3/8 � � C) a W 1 ,(K)- nr CONCRETE SCREW i N (EXTERIOR) o o N M 7" 7" 3/8„ x 2 1 /2 LLJ , m o 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-1" m , 3 1 Q a 160'-2" FOUNDATION PLAN for MINI STORAGE BUILDING #3 1 B A r n, 1 2 1, 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1. 19 20 21 1. �n B 0 I I I I I I I I I I I I I 1A toll 2 1. I • `O _ I — I — I — I — I — 1 • — � — o I •d- in - I I I I I I I I I I I co ul G o -LO1. Qx — — — — — — — — — — — — — — — — — — — — 0 I z z a I I I I I I I I I I I I I I I I I I I o — — — — — — — — — — — — — — — — — — — — o0)— 0U'' W � O LO B z o o � -4 o F g F' � O U z I Z w K - - - - - - - - - - - - - - - - - - ° LO �D 0 5 5 5 LW I I I I I 1' I I 1' I I I I I 1 ' I I I I Date 2/23/22 it — — — — — — — — — — — — — — — — —6 — — — — — — Drawn by i 1 . 1 . iN 1. JMN 1n M • 7" 7" 7" 7" 7" 7" scale 1/8 = 1 I- 0 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-1" Plan No. P52167 1 order No. 1, 246257 & 246258 200'-2" Sheet No. FOUNDATION PLAN for MINI STORAGE BUILDING #4 1 . 1 01 INSTALLATION PROCEDUFIES FOR CONCRETE SCREW ANCHORS ''DD REVISION Dote POWDDERRACTUATIEDTAN ANCHORS ARE TOeE oED ATHERTs24" CENTERS. POWDER ACTUATED � BASE PLATE REFERENCE HOLES gg COLUMN BASE PLATE ORIENTATION STEP 1. HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW LOCATIONS AND COLUMN ORIENTATION. STEP 2. ANCHORING AS SPECIFIED, 60 STUB HEADER AND COLUMNS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR STUB HEADERS AND STUB COLUMNS ARE REQUIRED TO SPAN A BAY WHERE AN INTERIOR 95 RAFTER fl 5-0 PURLIN SPAN VACUUM. COLUMN TO SUPPORT THE PURLIN IS NOT DESIRED. THE STUB HEADER MUST BE FIELD HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. STEP 3. 34 PURLIN ORIENTATION LOCATED SO THAT THE PURLINS ARE LEVEL AND IN THE SAME PLANE AS THE ADJACENT THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE SELECT A TORQUE WRENCH CR POWERED IMPACT WRENCH AND DO NOT EXCEED THE THE PURLINS ARE ORIENTATED AS SHOWN THE WEBS OF THE PURLIN AND PURLINS TO MAINTAIN A UNIFORM ROOF PITCH. TEK—SCREW THE STUB HEADER TO THE CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 MAXIMUM TORQUE, TiNsrMAx OF. TiMPAcr, INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY MAX RESPECTIVELY FOR THE SELECTED ANCHOR . INTERIOR COLUMNS OR SIDEWALL SUPPORTS. THE STUB COLUMN & STUB HEADER WILL BE RAFTERS. DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE FASTENED THROUGH THE BOLT HOLES PROVIDED. (UNLESS NOTED) PLACE THE STUB IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. COLUMN IN THE HOLES THAT ALIGN THE COLUMN AND PURLIN WEBS IN THE SAME PLA OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE NE. 100 7". 9". 11" & 12" PURLINS: STEP 4. BUILDING THE STUB HEADER WEB SHOULD BE INSTALLED ON THE STRUCTURAL LINE OF THE 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO COLUMNS. 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. PURLIN NOTE: SEE ROOF FRAMING PAGE FOR NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. n TYPICAL n NOTE: SEE ROOF FRAMING PAGE FOR CORRECT PURLIN ORIENTATION. CORRECT PURLIN ORIENTATION. NOTE: POWDER ACTUATED NOTE: FASTEN RAKE �,.I 1f FASTENERS OPTIONAL ZAMAC COLUMN 760600 COLUMNS ANGLE TO JAMB SUPPORT HAMMER SCREW ANCHOR) tructural WITH (2) 760600 100 PURLIN NOTE: FASTEN RAKE ANGLE TO COLUMN. SUPPLIED BY OTHERS, ARE ine a �� AND PURLIN WITH 2 760600 EA. LEG FIELD CUT BASE REQUIRED AT ALL BASE PLATES <�� JAMB CLIP �� 4 —1 O REF P�� RAKE WITH SINGLE CONCRETE SCREWS. JGtJ m AS NEEDED •�'� ANGLE INSTALL RAKE ANGLE t< o CORRIDOR AREA 8 \ c 7" UNDER PURLINS COLUMN RAKE o o \\ AFTER VAPOR BARRIER ANGLE \\ HAS BEEN INSTALLED. 760110 INSTALL 7" UNDER as a ° > » . a 76, 110 760300 BASE PLATE PURLINS AFTER VAPOR 5 —� °. 760300 BARRIER HAS BEEN JAMB SUPPORT, SW 2 PLCS INSTALLED. FIELD CUT tructural tructural AS NEEDED ine ine tructural 0 \ PURLIN BASE PLATE \ / / ine JAMB TYPICAL ® RIDGE ONLY n COLUMN ° \ A 100 ti�etural 760110 CONCRETE SCREW 01 COLUMN ,` \ 0 \ A ^y,,1 SUPPORT, SW 760300 2 PLCS • N CONCRETE SCREW / 5'-O" REF PLA STUB HEADER 0 • .�R �} p{y p, ne CORRIDOR AREA 8 COLUMNs * �' tructural tructural a o 760110 ine STUB COLUMN J 'I 760110rrue tural ine JAMB CLIP 60300 ° ° ' " l;HoWa 760300 �- 2 BASE PLATE tructural P a a d, 5 —O ° / 4 PLCS ine a a I ;;, 22.03. tructural tructural tructural ���� INTERIOR COLUMN, PURLIN, INTERIOR COLUMN/BASE PLATE JAMB/SUPPORT RAKE ANGLE JAMB/SUPPORT/BASE PLATE ine ine STUB COLUMN & HEADER Essig 1 2 3 / 4 8 CORRIDOR FRAMING DETAIL 9 ---------�' RAKE ANGLE CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION DETAIL INTERIOR NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. COLUMN tructural NOTE: POWDER ACTUATED v ine ine FASTENERS (OPTIONAL ZAMAC kitine ructural tructural tructural PURLIN HAMMER SCREW ANCHOR) o o ine ine Structural I C i STUB HEADER Line SUPPLIED BY OTHERS, ARE I o o 760600 STUB COLUMN st Wructural 100 REQUIRED AT ALL BASE PLATES c `r \ ° ne 10 WITH SINGLE WEDGE BOLD. � ' 5050047212 \\ o o PURL IN(HAS (3) HOLES ° COLUMN ® o INTERIOR 760110 Z 0. t? a 760110 COLUMN 760110 °� 760300 0 760300 760300 a q �� zi 3 // BASE PLATE 2 PLcs a NOTE: (3) BOLTS IF /' m IS o (DoN - ` STUB HEADER PURLIN HAS (3) HOLES ® /// /// o tructural ui k m j < // x U a 760300 / b a CL 760110 I— WEDGE BOLT tructural 2 01 / ine tructural tructural tructural ire ire ire STUB HEADER & INTERIOR 13 STUB COLUMN TO STUB 27 INTERIOR COLUMN/PURLIN CLIP INTERIOR COLUMN/PURLIN INTERIOR COLUMN/BASE PLATE CONNECTION DETAIL COLUMN CONNECTION DETAIL HEADER CONNECTION DETAIL CONNECTION DETAIL28 26 CONNECTION N w A 04 z ZC4 >-4 w zz o x 0 0 c F E- O W a � Z h 1 rn z o Date 2/23/22 Drawn by JMN Scale 1/2" = 1'—of? Plan No. P52167 Order No. 246257 & 246258 Sheet No. C 1 0 0 REVISION D to 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 00 POWDER ACTUATED ANCHORS (BY OTHERS � BASE PLATE REFERENCE HOLES 1ao 7". 9". 11" dlc 12" PURU�IS: PART # INDEX STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. PART# DESCRIPTION USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. �� > REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 102702 sill late sealer, 3.5 x 25 —0 roll REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW $$ COLUMN BASE PLATE ORIENTATION 5050020012 12 a. Interior base plate STEP 2. ANCHORING AS SPECIFIED. ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR 5050020112 12 a. DBL. lamb base late VACUUM. SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO STEP 3. THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR 5050022218 18 a. DBL. lamb cli SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE 34 PURUN ORIENTATION LOCATIONS AND COLUMN ORIENTATION. 5050047212 12 a. purlin clip MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND 95 RAFTER 0 5-0 PURLIN SPAN iNsr►ux IINPACTMnx INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY 5950000518 18 a. PT. support lamb 10'-4" DIAMETER AND EMBEDMENT. ATTACH XN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. 5970000363 18 a. DBL. lamb 10'-4" IWHT IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. BUILDING THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE STEP 4. CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 5987001018 18 a. PT. rake angle, 16' long DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO RAFTERS. 5987001618 18 a. PT. rake angle, 11' Ian CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT 5992020514 14 a. interior column 3.63" x 2" 15' EV SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 5992020714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 a. interior column 3.63" x 2" 25' EV 5992021114 14 a. interior column 3.63" x 2" 30' EV 5995130912 12 a. interior column 3.63" x 2" 5' EV 5995132412 12 a. interior column 3.63" x 2" 10' EV M L K J I H G F E D C B A c1.o 8 3 1 5050047212 I I / I 5987001618 I/ \� 5050047212)--,, 5050047212 5987001618 ` / 5987001018 1\ / �598700�1618 5987001618 / / C� \ 388012200 '� � �M �• � DOOR---- DOOR IDEWALL 5992020714 �I �Howa d i LINER PANEL SIDEWALL s^., 22.03. �^������,,,,,,,,��ff 599li130912 5995132412 5992020514 5992020714 5992020914 5992021114 5992020914 5992020514 5995132412 5995130912 0 u u 505002221 CORRIDOR LOCATION U 505002221 597000036 5950000518 5950000518 597000036 y y J J Q U C N 8 Of I 4 � 4 C1.0 �` 2 IW— \ .c 5050020112 26 _ _____ 26 26 �, o a Q) C1.0 C1.0 c1.0 - o z \ 5050020012o o iCL co, 5050020012 Z o -------------- \ / \ �l \ �l \ :D m 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 8 4-4 5 -0 5 -0 5 -0 c _ � ° o m Lo o w » U a Q) 60 -0 Q b �ro `Z3 A INTERIOR WALL FRAMING ELEVATION - TYP BLDG 3 7 28 C1.0 7 28 c1.0 —\ — \� \ 5050047212 5050047212 — cl. / \ ON OPPOSITE \ 5987001618 / \ / SIDE OF WALL / I Lo I I 5987001018 5987001618 I 1 5987001618 I // 1\ /J � �/ 1 5987001618 \ INSTALL RAKE ANGLE AT UNDERSIDE OF PURUN ON BOTH SIDES OF INSULATED I I EMOVE TOP LEG OF . .<•.: . TRANSVERSE WALLS I LOWER RAKE ANGLE BACK I TO LONGITUDINAL WALL II II 388012200 DOOR I I — DOOR SIDEWALL 5985000818 I I SIDEWALL II LINER PANEL II I 59,91020116 5992020314 5992020514 5992020714 5992020914 5992021114 5992020914 5992020714 5992020514 5995132412 5995130912 0 tij RECESSED ENTRY � CORRIDOR 5 LOCATION a 505002221 U 5950000518 597000036 In II Q z 502218 I I O 0363597 8 ~' 5994000316 I < I I C1.0 u- 2 4 � W I C1.0 \ 26 26 5050020112 C1.0 W W 102702 5911002118 ( I � ------------- 5911001214 102702 I I---LOCATION OF INSULATED / !!T1 c1.0IILONGITUDINAL WALL I \ z ° 5» ° ° ° ° ° 1 1 p �--� -------------- \ / \ / \ / \ Ei 5 0 5 0 5 0 5 0 5 0 5 0 8 4 4 5 0 5 0 5 0 � 0 /� 60'-0" z z INTERIOR WALL FRAMING ELEVATION - COLUMN LINE 8 BLDG 3 0 0 w ::) PART # INDEX PART # INDEX x o o � PART# DESCRIPTION PART# DESCRIPTION m O 102702 sill late sealer, 3.5" x 25'-0" roll 5995130912 12 a. interior column 3.63" x 2" 5' EV a E- co o U W 388012200 18 a. partition channel 10'-2" long 5995132412 12 a. interior column 3.63" x 2" 10' EV 4 E� 5050020012 12 a. Interior base plate o r i U z 5050020112 12 a. DBL. iamb base plate o r 5050022218 18 a. DBL. iamb clipDate 5050047212 12 a. purlin clip 2/23/22 5911001214 14 a. EXT. wall base track 3.88" x 4'-8.5" Ionq Drown by 5911002118 18 a. to base track 3.88" x 4'-7" long JMN 5950000518 18 a. PT. support iamb 10'-4" Scale 5970000363 18 a. DBL. iamb 10'-4" IWHT 5985000818 18 a. EXT. in 4'-8 1 2" long1/2" = 1'-0" 5987001018 18 a. PT. rake angle, 16' long Plan No. 5987001618 18 a. PT. rake angle, 11' longP52167 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV Order No. 5992020314 14 a. interior column 3.63" x 2" 10' EV 246257 & 246258 5992020514 14 a. interior column 3.63" x 2" 15' EV Sheet No. 5992020714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 a. interior column 3.63" x 2" 25' EV c 1 • 5992021114 14 a. interior column 3.63" x 2" 30' EV 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV 01 INSTALLATION PROCEDURE RS S FOR CONCRETE SCREW ANCHORS � POWDER ACTUATED ANCHORS !BY OTHE STEP t. � 5� BASE PLATE REFERENCE HOLES too 7". 9". 11" !k 12" PURLINS: REVISION pate POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW $$ COLUMN BASE PLATE ORIENTATION STEP 2. ANCHORING AS SPECIFIED, ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO VACUUM. THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR STEP 3. 34 PURLIN ORIENTATION LOCATIONS AND COLUMN ORIENTATION. SELECT A TORQUE WRENCH OF! POWERED IMPACT WRENCH AND DO NOT EXCEED THE THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND MAXIMUM TORQUE, Ti"srw►x OR TiMP, � RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY 95 RAFTER 0 5-0 PURUN SPAN DIAMETER AND EMBEDMMT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. IMPACT WRENCH. MOUNT THE :SCREW ANCHOR HEAD INTO THE SOCKET. BUILDING THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE STEP 4. CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO RAFTERS. CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. M L K J I H G F E D C B A 3 Ci.0 3 1 INSTALL RAKE ANGLE AT UNDERSIDE 7 28 C1.0 --� OF PURLIN ON BOTH SIDES OF � .�- � a 0 i�-�� INSULATED TRANSVERSE WALLS C1. / \ / \�C5050047212 5987001618 5050047212 I 5987001618 5987001618 I I I ( J � / 5987001018 l � � INSTALL RAKE ANGLE AT UNDERSIDE I OF PURLIN ON BOTH SIDES OF INSULATED TRANSVERSE WALLS I E TOP LEG OF F LOWERWER RAKE ANGLE BACKOF NfEe,,AV, TO LONGITUDINAL WALL S. 388012200 � +� �� I.A. DOOR II 9 IDEWALL I �' I Howa DOOR I 5992020714 UNER PANEL SIDEWALL I ,. '2..03. I Q9 I I � SSlO��(5992020114 5992020314 I 5992020514 5992020714 5992020914 5992021114 5992020914 5992020514 5995132412 5995130912 0 `.,. I u r II CORRIDOR i LOCATION Q 505002221 II � 5994000316 I J 5950000518 597000036 C o 03 ='50528 Q2 7 6 o 4 I I ES 2 I I C1.0 2 4 �, CO .c � • — C1.0 I I --- ------ 26 26 sosoo2o112 �— C1.0 w o c / 5911002118 / \ I I--LOCATION OF INSULATED / 102702 / \ Ol 5050020012 \ C1.0 C1.0 / \ a 1 I I LONGITUDINAL WALL 1 5050020012 1 505002 112 . / I I \� �' I I p " . . o . . o J R Li 3 —————————————— \� / \ it \ it \ N -�) o 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 8" 4'-4" 5'-0" 5'-0" 5'-0" \_ m ° b S i' ° O N Q O 60'-0" Q bw A INTERIOR WALL FRAMING ELEVATION — COLUMN LINE 4 BLDG 3 \c—o o PART # INDEX PART# DESCRIPTION 10,2702 sill late sealer, 3.5" x 25'-0" roll 3EI8012200 18 a. partition channel 10'-2" Ion 5050020012 12 a. Interior base plate 5050020112 12 go. DBL. jamb base plate ;$ 5050022218 18 a. DBL. jamb clip ,. 5C►50047212 12 a. purlin clip 5911002118 18 a. to base track 3.88" x 4'-7" Ion 5SI50000518 18 a. PT. support jamb 10'-4" 5GI70000363 18 a. DBL. jamb 10'-4" IWHT 5987001018 18 a. PT. rake angle, 16' Ion 5SI87001618 18 a. PT. rake angle, 11' Ion 5992020114 14 a. interior column 3.63" x 2" 5' EV 5992020314 14 a. interior column 3.63" x 2" 10' EV 5992020514 14 a. interior column 3.63" x 2" 15' EV 5992020714 14 a. interior column 3.63" x 2" 20' EV 5EI92020914 14 a. interior column 3.63" x 2" 25' EV 5EI92021114 14 a. interior column 3.63" x 2" 30' EV 5cl94000316 16 a. BSW column 3.63" x 1.5" 10-4EV 5c195130912 12 a. interior column 3.63" x 2" 5' EV SS195132412 12 a. interior column 3.63" x 2" 10' EV ZO W W W � Z Z Ix Z Z O w x zCvo0 o C E-A E_ p W z0 a Date 2/23/22 Drawn b y JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. C1e2 REVISION By rDIAMETER TALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 0 POWDER ACTUATED ANCHORS (BY OTHERS BASE PLATE REFERENCE HOLES $g COLUMN BASE PLATE ORIENTATION PART # INDEX DateP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS PART# DESCRIPTION NG THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTOUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR5050000918 18 a. rid a channel rafter UIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW LOCATIONS AND COLUMN ORIENTATION. 5050001016 16 a. rid a hat channel P 2. ANCHORING AS SPECIFIED. 60 STUB HEADER AND COLUMNS OVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR STUB HEADERS AND STUB COLUMNS ARE REQUIRED TO SPAN A BAY WHERE AN INTERIOR 95 RAFTER 0 5-0 PURLIN SPAN 5050001116 16 a. urlin to rafter cliUUM. COLUMN TO SUPPORT THE PURLIN IS NOT DESIRED. THE STUB HEADER MUST BE FIELD HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. 5050020012 12 a. Interior base late P 3. PURLIN ORIENTATIONLOCATED SO THAT THE PURLINS ARE LEVEL AND IN THE SAME PLANE AS THE ADJACENT THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THEECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN ANDPURLINS TO MAINTAIN A UNIFORM ROOF PITCH. TEK-SCREW THE STUB HEADER TO THE CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 5050020112 12 a. DBL. jamb base late IMUM TORQUE, TiNy� OR T�MPACTMAx RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR COLUMNS OR SIDEWALL SUPPORTS. THE STUB COLUMN do STUB HEADER WILL BE RAFTERS. 5050022218 18 a. DBL. jamb cli INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY AND EMBEDMENT. ATTACH i4N APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE FASTENED THROUGH THE BOLT HOLES PROVIDED. (UNLESS NOTED) PLACE THE STUB100 7»� 9»� �» 1Z» PURLINS: 5050047212 12 a. urlin cli ACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. COLUMN IN THE HOLES THAT ALIGN THE COLUMN AND PURLIN WEBS IN THE SAME PLANE.P 4. BUILDING THE STUB HEADER WEB SHOULD BE INSTALLED ON THE STRUCTURAL LINE OF THE 7 (AS SHOWN) and 9 PURLINS HAVE TWO-BOLT CONNECTIONS ON EACH END. 5950000518 18 a. PT. su ort jamb 10 -4VE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO COLUMNS. 11" AND 12" PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END. 5970000363 18 a. DBL. jamb 10'-4" IWHT CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN HE HEX SOCKET OFF THE' ANCHOR TO DISENGAGE. 5987001018 18 a. PT. rake angle, 16' Ion 5992020514 14 a. interior column 3.63" x 2" 15' EV 5992020714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 o. interior column 3.63" x 2" 25' EV 5992021014 14 a. interior column 3.63" x 2" 27.5' EV 5995130912 12 a. interior column 3.63" x 2" 5' EV 5995132412 12 a. interior column 3.63" x 2" 10' EV M L � K J I H G.5 G F.5 F E D 3 C1.0 27 S 27 8 C9p 1 C B 27 g A C1.0 ---------- ----------- C1.0 5050047212 -- 5050047212 5050047212 I I I I ` 5987001018 5939003116 - �� 5987001018 1 I I 1 5987001018 I 1 (� I I I \1 5987001018 DOOR - 5938000318 13 12 C1.0 C1.0 SIDEWALL ,�OFF�r� SIDEWALL \� IlHowa t . 22.03. <f >995130912 5995132412 5992020514 5992020714 5992020914 5992021014 5992021014 5992020914 5992020714 5992020514 5995132412 5995130912 0EL3 ��ES51j u 505002221 CORRIDOR 597000036 5950000518 LOCATION 505002221 5950000518 597000036 U c u 3 y 4 5050020112 - C1.0 26 26 C1$.0 C1.0Cl. o C1.0 o 0 / C1.0 C1.0 -- 26 26 5050020112 to (0 CL `O : a ---- ------ / C1.0 C1.0 / a E o \ \ / 5050020012 \ 01 5050020012 `\ / ` 0 a Q) o o i 1 1 I 1 I cz a 3 \ / \ o a ALI P. 14, 1 a J ° o �- -------------------------- 5'-0" 5'-0" 5 -0 5 -0 5 -0 2 -6 5 -0 2 -6 5 -0 5 -0 5 -0 5 -0 5 -0 L 3 x m E I 3 60'-0" = o ° Lo o Q a o E n o d o A NTERIOR WALL FRAMING ELEVATION - TYP BLDG 4 M L K J I H G.5 G F.5 F E D 9 i C B 3 ---------- -------- -- C1.0 C1.0 ,-- 7 28 5987001018 ON OPPOSITE I I // \`\ 5050047212 5050047212Ci. SIDE OF WALL 5987001118 I 5939003116 - -�I 5987001018 5987001118 I 1\ I 5987001018INSTALL RAKE ANGLE AT OF PURLIN ON BOTH SIDES OFRSIDE �5_93�800031 13 12 INSULATED TRANSVERSE WALLS C1.0 C1.0 DOOR SIDEWALL DOOR - 5985000818 SIDEWALL C 5991020116 5992020314 I = 5992020514 5992020714 5992020914 5992021014 5992021014 5992020914 5992020714 5992020514 5995132412 5995130912 O r� T RECESSED ENTRY I 0 CORRIDOR Lij L 505002221 OCATION Z 5950000518 597000036 O 0 5050022218 5970000363 $ 2 4 a 5994000316 C1.0 C1.0 W W 1 02702 ------ -------------- 26 26 5050020112 C5 5911001214 /� 5050020012 �\ 01 5050020012 / \` C1.0 C1.0 // ` �' Z O F--+ 5050020112 I\ j I I / \I / \I 1 I E o 0 \�-- -------------- ��/ \\� i/ \\ � \\ � \\� i/ ` 4 1 0 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 5'-0" 2'-6" 5'-0" 5'-0" - 5'-0" 5'-0" 5'-0" B INTERIOR WALL FRAMING ELEVATION - COLUMN LINE 7 BLDG 4 0 0 0 PART # INDEX PART# INDEX E, E/2 O x PART# DESCRIPTION PART# DESCRIPTION o O E.U., W 102702 sill late sealer, 3.5" x 25'-0" roll 5992020914 14 a. interior column 3.63" x 2" 25' EV a Z U Z 5050020012 12 a. Interior base plate 5992021014 14 c. interior column 3.63" x 2" 27.5' EV 5050020112 12 a. DBL. lamb base plate 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV 5050022218 18 a. DBL. jamb clip 5995130912 12 a. interior column 3.63" x 2" 5' EV Date 5050047212 12 a. urlin clip5995132412 12 a. interior column 3.63" x 2" 10' EV 2/23/22 5911001214 14 a. EXT. wall base track 3.88" x 4'-8.5" long Drawn by 5938000318 18 a. stub header, 5'-0" long JMN 5939003116 16 a. stub COL. 1'-5.5" long Scale 5950000518 18 a. PT. support jamb 10'-4" 1/2" = 1'-0" 5970000363 18 a. DBL. jamb 10'-4" IWHT Plan No. 5985000818 18 a. EXT. in 4'-8 1 2" long P52167 5987001018 18 a. PT. rake angle, 16' long Order No. 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV 246257 & 246258 5992020314 14 o. interior column 3.63" x 2" 10' EV Sheet No. 5992020514 14 a. interior column 3.63" x 2" 15' EV 5992020714 14 a. interior column 3.63" x 2" 20' EV C 1 3 01 INSTALLATION PROCEDU !ES FOR CONCRETE SCREW ANCHORS 0� POWDER ACTUATED ANCHORS �BY OTHERS 21 PARTITION SUPPORT AT BLANK ENDWALL 95 RAFTER ® 5-0 PURLIN SPAN REVISION ay STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED PARTITION SUPPORT ARE ONLY REQUIRED AT AN INTERIOR PARTITION WALL. HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. Date USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SEE FLOOR PLAN FOR LOCATION AND QUANTITY. LINE UD THE BOTTOM THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED BOLT HOLE WITH THE BOTTOM ENDWALL GIRT AND FIELC CUT SUPPORT CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW JUST BELOW PURLIN. YOU WILL NEED TO FIELD NOTCH SUPPORT TO ALLOW RAFTERS. STEP 2. ANCHORING AS SPECIFIED. FOR THE TOP TEC—SCREW CONNECTION. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR 96 CUP — PURLIN TO RAFTER VACUUM. PARTITION SUPPORT AT BLANK WALL THE RAFTER CLIP WILL NEED TO SIT APPROXIMATELY 1/4 IN—BETWEEN STEP 3. 4 SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN 08 FIELD CUTTING THE ENDWALL COLUMNS FOR THE BOLT HOLES TO LINE UP. MAXIMUM TORQUE. T OF; T RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS r M iNsr►�Ax IMPACT,MAX REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT 100 7 9 11 12 PURLINS. DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. STEP 4. ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT PLAN FOR PARTITION CHANNEL PART NUMBERS. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. NOTE: RIGHT SIDE- SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. P tructural 760600 21 SUPPORT, BEW SIDEWALL ine � VIEW SIDEWALL SIDEWALL �\ tructural 4irri ctural e VIEW ine STARTER JAMB VIEW �jlne ructural ENDWALL RAKE 21 SUPPORT, BEW 760110 00 PURLIN i SILL PLATE SEALER tructural o STARTER JAMB ANGLE GIRT \` 760300 ine COLUMN NOTE: SEE ROOF / j ® L AT APPROX ° o EAVESPAN FRAMING PAGE FOR CORRECT PURLIN 2 CENTERS 760110 COLUMN ORIENTATION. a o o COLUMNS ° o o 760300 RAKE i o 0 i 760300 COLUMNS NOTE. BEND TAB—�� AROUND CORNER AFTER � � ° e 760110 ANGLE ° 760110 INSTALLATION a 760300 rj NOTE: THIS DETAIL SHOWS 760300 i i a JAMB CLIP THE HOLES TO USE WHEN 76060000LUMNS ARE ON A NOTCH TRACK JAMB CLIP _ FOUNDATION WITHOUT A 91 760110 JAMB CLIP BASE PLATE Q NOTCH. 760110 r o GIRT 760110 �'t� pp,RHO ,q 0 TRACK5; r WRENCH HOLES ° 0 a° �' `� 760300 �, � 760300 760110 760300 �` COLUMN ENDWALL 760110 760300 STARTER JAMB o VIEW RAKE CONCRETE SCREW �i w ANGLE 02 TRACK IlHowa �cr FlELD CUT — O1 O2 GIRT NOTE: ONLY ONE BOLT 22.03. REQUIRED AT EACH GIRT 01 ENDWALL LOCATION TO BOLT COLUMN VIEW COLUMNS TOGETHER. CONCRETE SCREW Ol Ol CONCRETE SCREW �,o,�, 21 SUPPORT, BW \\ N �FESS1a ` \ ENDWALL ENDWALL r ENDWALL The tUr�r-j tructural VIEW VIEW inetural ENDWALL VIEW Line VIEW ENDWALL COLUMN, PURLIN, COLUMNS TO TRACK STARTER JAMB TOP CONNECTION GIRT TO STARTER JAMB TRACK TO STARTER JAMB WITH 2 1 RAKE ANGLE CONNECTION COLUMNS TO GIRT CONNECTION 3 CONNECTION 4 AT CORNER 5 CONNECTION 6 NOTCHED ENDWALL U .0 rn DOOR FRAME NOT SHOWN. Note: clip can be used on SUBFRAME MUST BE ATTACHED DOOR LEAF NOT SHOWN. MUST 760600 760100 TO DOOR FRAME PRIOR TO inside of subframe when COLUMNS ATTACH SUB—FRAMES TO DOOR �� I c c installed on an opposite LOCATING DOOR INTO ROUGH JAMBS PRIOR TO DOOR PLACEMENT handed situation.pp 760300 OPENING AT ROUGH OPENING. / /J INTERIOR 6 � a Q 760600CL%� I/ GIRT FIELD LOCATE 760100 i �i i 760600 CD F' HEADER GIR Z o `� 'n 760300 SUB—FRAME SUB COLUMN _j / I 760600�� CT)DOOR JAMB m `� ' o DOOR—JAMB �'j/ / a LL.I ® 0 . / / / // 5050027516 U zi c E o COLUMN / / Fri.— o d o a HEADER GIRT a `' SUB TRACK 760300 760110 THRESHOLD TRACK EW COLUMNS ` b FIELD CUT g ORTS k TRACK 5050027516 760600 0 ® 760600 o GIRT & TRACK EXTERIOR 0 FIMD CUT SUB—FRAME GIRT CONNECTION SUB -FRAME COLUMN @ GIRT CLIP CONNECTION SECTION THRU SUB COLUMNS 10 11 TRACK CONNECTION 12 @ SUB COLUMN 13 & SWING DOOR JAMB w z o RAKE ANGLE 0 Z NOTE: BOLT HERE ON ~ EW PURLIN FOUNDATION WITHOUT e7i z A NOTCH, AS SHOWN. 0 w RAKE ANGLE 0 W GIRT 134 Q H C\2 Z (M E+ A .a �D -a2 Z U o GIRT �' >° n Date COLUMN 2/23/22 Drown by JMN Scale 1/2" = 1'-0" SILL PLATE SEALER Plan No. P52167 Order No. 246257 & 246258 A BLANK ENDWALL SECTION Sheet No. C2e0 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS POWDER ACTUATED ANCHORS !BY OTHERS 21 PARTITION SUPPORT AT BLANK ENDWALL g5 RAFTER 0 5-0 PURLIN SPAN PART # INDEX REVISION ay STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED PARTITION SUPPORT ARE ONLY REQUIRED AT AN INTERIOR PARTITION WALL. HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. Date USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SEE FLOOR PLAN FOR LOCATION AND QUANTITY. LINE UP THE BOTTOM THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE PART# DESCRIPTION REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED BOLT HOLE WITH THE BOTTOM ENDWALL GIRT AND FIELD CUT SUPPORT CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 102702 sill late sealer, 3.5" x 25'-0" roll REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW JUST BELOW PURLIN. YOU WILL NEED TO FIELD NOTCH SUPPORT TO ALLOW RAFTERS. 5050020412 12 a. STR. iamb, base late STEP 2. ANCHORING AS SPECIFIED. FOR THE TOP TEC-SCREW CONNECTION. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR 96 CLIP - PURLIN TO RAFTER 5050022316 16 a. STR. iamb clip VACUUM. 19 PARTITION SUPPORT AT BLANK WALL THE RAFTER CLIP WILL NEED TO SIT APPROXIMATELY 1/4" IN-BETWEEN STEP 3. 5050027516 16 a. PDL door clip, 4" x 2" x 1.5" SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN 08 FIELD CUTTING THE ENDWALL COLUMNS FOR THE BOLT HOLES TO LINE UP. MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion DIAMETER AND EMBEDDMEN iMENT. ATTACH AN c IMPH AN REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT 100 7". 9~. 11" & 12" PURLINS: 5911000414 14 a. EXT. wall base track 3.88" x 4'-4 Ion APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED 7" (AS SHOWN) and 9" PURLINS HAVE TWO-BOLT CONNECTIONS ON EACH END. IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS 11" AND 12" PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END. 5974000563 18 a. STR. iamb, RH 10'-4" IWHT STEP 4. ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 5974000663 18 a. STR. iamb, LH 10'-4" IWHT CONTACT WITH THE FIXTURE:. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 5985000218 18 a. EXT. in 4'-11 1 4" Ion SPIN THE HEX SOCKET OFF' THE ANCHOR TO DISENGAGE. PLAN FOR PARTITION CHANNEL PART NUMBERS. 5985000518 18 a. EXT. girt, 4'-4" Ion 5987001118 18 a. PT. rake angle, 21' Ion 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV 5991020316 16 a. EW column 3.63" x 1.5" 10'-0 EV 5991020516 16 a. EW column 3.63" x 1.5" 15'-0 EV 5991020716 16 a. EW column 3.63" x 1.5" 20'-0' EV 5991020916 16 a. EW column 3.63" x 1.5" 25'-0 EV 5991021116 16 a. EW column 3.63" x 1.5" 30'-0 EV M �L K J I H G F E D 5994000318 18 a. BSW column 3.63" x 1.5" 10-4EV 4 C 5996000516 16 a. PDL Subcolumn 4.75 x 7'-0" Ion C2. 8 5987001118 A B 1 A 4 2• 2 C2.AA I \ i \ I 5994000318 5987001118 p \ 5987001118 I 5994000318 vio I r w � 5050020412 I U 5050020412 4 d ' � I 5050022316 5050027516 5974000663 22.03. 5050022316 I 1 5991020116 � �� I;Howa�c�� 5974000563 � � 10 12 G 5991020716 /// \\\ � Oft d �� U DOOR 2. 2. DOOR ` FESS10-`' IDEWALL n SIDEWALL 5996000516 p Q I I c� 2 5 I I I C2, 5991020116 5991020316 5991020516 5991020716 5991020916 5991020916 5991020716 Q 5991020516 5991020316 I 2• �j � I 5991021116 � 1 I c � a� // `� 5985000218 I� 5985000518cn / ROUGH OPENING w cp � 6 DIMS & LOCATIONS L �, � � _ 3 � I BASED ON DOOR 3 cn -� � `O � 2.1 - 11 OR WINDOW - C2.0 c� a � � ° 2 � 102 002 2. SPECIFICATIONS 102702 /'� Z - a / \\ 0 5911000214 �l 02 5911000414 // \1 �_ -o a � 'o IT o a m a > � � � � � `� /' 1 .•6" 4'-0" 6" • �/ m b S �' " 3 m \ 5'-•0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 8" 4'-4" 5'-0" 5'-0" 5'-0" U a o E o Q cn O a Q 60'-0" (D BLA19K END WALL FRAMING ELEVATION - 3 AJ 4 M L K J I H G.5 G TF.5 F E D C B A C2• 8 5987001118 5939003116 ------_-- C1�.0 (SIMILAR) A 2. / \ I Iri I I -- 5987001018 -- 5987001018 -- -- 5994000318 5987001018 5938000318 13 12 5987001018 5994000318 SIM. C1.0 I I I I 5050020412 1 L-1 5050020412 5050022316 5050022316 I I 5974000563 J 5050027516 5974000663 l _ l 5991020116 � G 10 12 5991020916 i'� \�� � DOOR 2• 2• / ` --DOOR ItSIDEWALL n SIDEWALL I Z 5996000516 O I O W I I 5 °' I C2. 5 5991020116 5991020316 5991020516 5991020716 5991020916 5991121016 5991020716 5991020516 5991020316 1 I 2• _ 13 0 5991121016 1 I _ C2• O pq \�� 5985000218 2, I I �' / \ �•_, O Z ROUGH OPENING �� ,� r Z 04 DIM'S & LOCATIONS Z 3 BASED ON DOOR 2•1 11 OR WINDOW C2. C2. � 102702 C2• SPECIFICATIONS // �� /� � / 1 2 5911000214 1 / \ / \ Z Ll I I I I I I 1 / Z E:"� A 102702 I ..6" 1 q'-0" 6" `� �/ `� �i/ 5 -0 5 -0 5 -0 5 -0 5 -0 5911000514 2 5 -0 2 -6 5 -0 5 -0 5 -0 5-0 5-0 a 2 o 2'-6" 60►_0» Dote 2/23/22 B BLANK END WALL FRAMING ELEVATION - 4 PART # INDEX PART # INDEX Drawn by PART# DESCRIPTION PART# DESCRIPTION JMN 102702 sill late sealer, 3.5" x 25'-0" roll 5987001018 18 a. PT. rake angle, 16' long Scale 1/2" = 1'-0" 5050020412 12 a. STR. iamb, base plate 5987001118 18 a. PT. rake angle, 21' Ion 5050022316 16 a. STR. iamb clip 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV Plan No. 5050027516 16 a. PDL door clip, 4" x 2" x 1.5" 5991020316 16 a. EW column 3.63" x 1.5" 10'-0 EV P52167 5911000214 14 a. EXT. wall base track 3.88" x 5' Ionq 5991020516 16 a. EW column 3.63" x 1.5" 15'-0 EV Order No. 5911000514 14 a. EXT. wall base track 3.88" x 2'-6" Iong 5991020716 16 a. EW column 3.63" x 1.5" 20'-0' EV 246257 & 246258 5938000318 18 a. stub header, 5'-0" long 5991020916 16 a. EW column 3.63" x 1.5" 25'-0 EV Sheet No. 5939003116 16 a. stub COL. 1'-5.5" long 5991121016 16 o. EW column 3.63" x 1.5" 27 -6 EV 5974000563 18 a. STR. iamb, RH 10'-4" IWHT 5994000318 18 a. BSW column 3.63" x 1.5" 10-4EV C5974000663 18 a. STR. iamb, LH 10'-4" IWHT 5996000516 16 a. PDL Subcolumn 4.75 x 7'-0" Ion 2 9 1 5985000218 18 a. EXT. girt, 4'-11 1 4" Ion PART # INDEX Date 03 STRAP CROSS BRACING 34 PURLJGV ORIENTATION RE�rsioN y PART# DESCRIPTION O FASTEN STRAP WITH (4) #12 X %- SELF DRILLING SCREWS, P/N 760600, AT EACH END. THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND NOTE: OPPOSITE SIDE MIRRORS THIS DETAIL 478024000 16 a. strap )racing20'-0" Ion NOTE THE STRAPS MUST BE INSTALLED AFTER WALLS OR ROOF SECTIONS ARE SQUARED & INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY 03 760600 PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT do TIGHT (UNDER OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE 5050022016 16 a. brid in urlin clipTENSION). REFER TO ROOF PLAN OR FLOOR PLAN FOR EXACT LOCATION AND PLACEMENT BUILDING 5900037116 16 a. SW s an channel 5'-0" Ion OF ALL BRACING. DOOR JAMB 5900037216 16 a. SW s an channel 10'-0" Ion 07 EAVE SPAN CHANNEL 4� HAT CHANNEL A RAFTER DETAILS WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED THE HAT CHANNEL AND RAFTER SYSTEM IS A STANDARD IN ANY 03D DOOR JAMB 1 5979000118 18 a. urlin Ibrid in 4'-9 1 4" Ion WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH WIDTH 1/4:12 BUILDING WHERE THE CORRIDOR RUNS DOWN THE CENTER a 5987001118 18 a. PT. rake angle, 21' Ion END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER OF THE BUILDING. SEE THE ENDWALL AND INTERIOR WALL PAGES FELATED 6060000316 16 a. typical urlin 9" x 3" x 10'-0" POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START do END TO THIS BUILDING FOR THE CONNECTION DETAILS. 6060000916 16 a. typical urlin 9" x 3" x 9'-6" WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS A 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. 6060002316 16 a. t ical urlin 9" x 3" x 9'-4" aural " " ine DOUBLE JAMB 6060031516 16 a. typical urlin 9 x 3 x 10 —2 BASE PLATE 6060044716 16 a. typical urlin 9" x 3" x 9'-2" BASE PLA B 6061000316 16 a. starter urlin 9" x 3" x 10'-0" STRAP BRACING 6061002316 16 a. starter urlin 9" x 3" x 9'-4" FIELD CUT 6061045316 16 a. starter urlin 9" x 3" x 10'-1.75" TO LENGTH 6062000316 16 a. endwalll urlin 9" x 3" x 10'-0" PART. SUPPORT 1 (2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PART. SUPPORTA tural ine 07 5 00037116 590003 216 900037216 5900037116 tructural tructural ine ine A n STRAP BRACING @ DBL JAMB B \ , 1 6061045316 6062000316 1 3. 606 u 02316 i u 6061045316 6062000316 6061045316 sos200031 s \\ ,/ DOOR JAMB CONNECTION DETAIL 2 CONNECTION DETAIL u NOTE: ACTUAL LAYOUT MAY MIRROR THIS DETAIL. ,/ \\ 6061045316 6062000316 6060002316 6061045316 6062000316 6061045316 6062000316 ,/ \\ STARTER JAMB NOTE: TYPICAL INTERIOR CONNECTION SHOWN, ENDWALL CONNECTION I 6062000316\ 6061000316 6060002316 I / STRAP BRACING I �' Q / )` I I 6062000316 6061000316 606200031 MIRRORS THIS DETAIL I � '� OTE: SEE ROOF FRAMING PAGE FOR FIELD CUT I I ND14,� I CORRECT PURLIN ORIENTATION. TO LENGTH I I * , . U D y r PURLIN O I 760600 tructural I I I me I 111..1 EL' �1 E \ I \ ROOF STRAP , ,.. 22.03. `\\6062000316 ) 6061000316 6060002316 6062000316 6061000316 6060002316 6061000316 \\\ 6062000 6 BRACING FIEW T ' C7 O D 3. 0620 316 ) 6061000316 6060002316 ii 6062000316 6061000316 6060002316 ii 6061000316 6062 0316 b TO �NGTa � � 5987001118 �� \\\ I �� \\ 1 J PURLIN G ���606200031 �� 6061000316 n n n n 6060002316 6062000316 n 6061000316 n n n n 6060002316 a 606100C316 n n � ��� 6062000 1.6 H \\ // 6060000316 I I / C 5987001118 I I I 3 (TYPICAL UNLESS I I 3• \ 5987oo111s o � \6062000 6 ) 6061000316 6060002316 II 6062000316 6061000316 6060002316 II 6061000316 606200 16 1 \ , _ NOTED) II II \ / o p r tea o, RAKE ANGLE W ro \n COLUMN t� 6 00316 COLUMN o 'o � a n 6 2 0316) 6061000316 6060002316 ii 6062000316 6061000316 6060002316 II 606100C316 tructural tl ine 0 Q q�j Q� C o Q� / \ III II ti ' p � STRAP BRACING @ PURLIN STRAP BRACING @ DOOR/BLANK o o ° `'' p 6062000316) 6061000316 6060002316 II 6062000316 6061000316 6060002316 II 6061000316 , 606200031 4 J n o 0 3 CONNECTION CORNER CONNECTION DETAIL a .v Ln � LL1 c p E l c \\\ /,/ 6061045316 6062000316 6060002316 6062000316 6061000316 6062000316 6060002316 1I \`\ �// m \ L 5979000118 �°o., a o II ,/ \\\ 6061045316 6062000316 6060002316 II 6062000316 6061000316 6062000316 6060002316 II C3• // \`\ 760300 L - _ II �/ �\ -� T T o f n T T z ��1 I' \ / r r r // 760110 II I II II I I rY ,' \\ 4 \. `— 478024000 II I I II--PURLIN3. M ,/ 03 II I II BRIDGING ,I-I. I I II / u I u ( u l I I u / > 0 5 00037116 590003'7216 2 (D"" 5900037216 5900037116 5050022016 C3. 160'-0" .® STARTER BAY STARTER BAY STARTER BAY ROOF FRAMING PLAN BUILDING ,#3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 . C - 07 5 00037116 59000�i 216 900037216 5900037116 PURLIN 1. ,/ I I I I j j 1 1 I I 1 PURLIN I I I I I I rt/ 5 `\ / 6060002316 II I I 11 BRIDGING / II I I II II I I II II II II II C3. \ / 6060002316 I I I I I I I I 1 1 I I 6060002316 I I 6060002316 I I I 3. ,1 t- z r II I L II r t J L r J I r r II I L l 11 \��/ PURLIN BRIDGING CONNECTION i \ 6060002316 it 6060002316 ii 6060002316 jj 6060002316 jj / \ 5 DETAIL Cr W L r H I, r i I• r s a a / \ / \\ II II I II i `\ NOTE: FIELD SCREW CLIP TO / \ II II II II / sos200031s sos1oo231s I I i i I % \ BLANK SIDEWALL COLUMN D u it 6060031516 u u 6061000316 6060000916 if u 6061000316 6060000916 y Y 6060021516 u u 6061000316 u 6060000916 i � 6061045316 u 6062000316 SW COLUMN z 6062000316) 6061002316 II 6060031516 6061000316 6060000916 II 6061000316 6060000916 II 6060031516 6061000316 6060000916 II 6061045316 6062000316 0 I II 6060000316 II II II `\ j 0 a'' V I I I I I \/ 0 0 W 6062000316) 6061002316 j j 6060031516 (TYPICAL UNLES 6061000316 6060000916 j /(6061000316) 6060000916 1 1 6060031516 6061000316 6060000916 i 6061045316 6062000316 � F _� d L NOTED) L L u 1 L 5987001118 / \` STUB POST HEADER I I `\ 760600 5987001118 —,r� n h I-n � �n �' I n n' �n �n —rt � � II II Ill II II II III II II II III II II II I III II II II •� 6062000316)II II 6061002316 III 6060031516 II II 6061000316 II 6060000916 III II 6061000316 II II 6060000916 III 6060021516 II 6061000316 II 6060000916 I Ip 6061045316 II II II 6062000316 WW H N II H H H H IH a HI H H H IH ----HI -H N HI HI H —� \`� 1•-i 6062000316)" li �� 6061002316 III 6060031516 11 II 6061000316 i 6060000916 I u ii 6061000316 it II 6060000916 II 6060031516 a �� 6061000316 6060000916 i I II 6061045316 II it it 6062000316 5050022016 Z Z 5987001118 4, y w l 5987001118 H \6062000316 )n n 6061002316 6060031516 n n 6061000316 n 6060000916 n 6061000316 n n 6060000916 606003'516 n n 6061000316 n 6060000916 6061045316 n n n \ 6062000316 O O 0 W Z \� x � O O a \ II II II II \ 6062000316) 6061002316 II 6060031516 6061000316 6060000916 II 6061000316 6060000916 II 6060031516 6061000316 6060000916 II 6061045316 6062000316 Z x w / \ 5979000118 0 E--1 O EE., O Q U / 6062000316 6061002316 6060031516 6061000316 6060000916 6061000316 6060000916 � j 6060031516 6061000316 6060000916 11 6061045316 ���/ 6062000316 0 Q) J / II II II II 3 �/ II II II II PURLIN BRIDGING CONNECTION @ Date \\� i/ 6060031516 6060044716 I I 6060031516 6061000316 6060000916 I 6060031516 6061000316 6060000916 I 6060031516 6061000316 6060000916 I I 6061045316 6062000316 3• \\\ %/ 5 B S W COLUMN DETAIL 2/23/22 K -z ih ih Hh Hh r Drawn by JMN \\ 6060031516 6060044716 II 6060031516 6061000316 6060000916 II 6060031516 6061000316 6060000916 11 6060031516 6061000316 6060000916 II 6061045316 6062000316 / \ Scale 11 II II II �\\ ii ii ii ii 478024000 \\ 1 8 = 1 - 4 Plan No. II II II II / \ P52167 � � 478024000 03 II II II � `\ C3. ` II II II II M I I I I I Order No. STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY / 246257 & 246258 0 5 00037116 590003*7216 2 5900037216 5900037116 C3•0 200'-0" Sheet No. ROOF FRAMING PLAN BUILDING #4 C3 . 0 By REVISION Date e 1 2 3 T 5 6 7 8 9 10 11 12 13 14 15 16 17 3 PART# INDEX C1.0 PART# DESCRIPTION A ----------— —--------- --------- --------r ————————— --------- --------------------- ---------- 5987001018 18 a. PT. rake angle, 16' Ion ----- ---------- ---------- ---------- ---------- ------ --- I 5987001118 18 a. PT. rake angle, 21' Ion 5987001618 118ga. PT. rake angle, 11' Ion II B INSTALL RAKE ANGLE AT UNDERSIDE OF PURLIN ON II BOTH SIDES OF INSULATED TRANSVERSE WALLS II II 5987001118 5987001118) 1 i 5987001118 5987001118 4F N 5987001618 C1.0 p (TYPICAL UNLESS ICD NOTED) i II cr- ---------------------- ------------------------------------------------ ------------------------------------------------------- / , I1Howac}u ------------------------------------------ F I I I I .,DES S tom/ II II II II II II II II II II II II U .ern 5987001118 5987001118) II II 5987001118 5987001118 II II � I I V) o I I Lti c cn II II I I I I }F-�- � p � :O 00 v v L C5987001018,--1 II M ` � 4 � I I 5987001018 I I CO a � a�i c q o � �, a 5987001018 5987001018 5987001018 ij 5987001018 5987001018 5987001018 ii 5987001018 5987001018 5987001018 Z o �, 5987001018 I--- I I I J : 4 o n) m Yj � co rn y ti o J I I 5987001018 II a > c o N ° - I I I W I k I I U o a K 5987001118 5987 001118) I i i 5987001118 5987001118 �, ,� ,� o II II L II II II II II II II II II II M ----------- ---------- ---------- ---------- ---------- --------- Ll --------- ---------------------- ---------- ---------- --------- ---------- ---------- ---------- ---------- 160'-0" STARTER BAY STARTER BAY STARTER BAY ROOF FRAMING PLAN BUILDING #3 T aBC - 2 --3- --4- IIIIIIIiII5IIIIIIItII --6-- -7-- -8-- IIIIIIIIII9IIIIIIIIII -1-0- 11 12 1IIIIIIIIII3IIIIIIIIII 14- 15 16 1IIIIIIIIII IIIIIIIIII -1-8- -1-9- 20 - 21 ---------- -- -- -------- -------- ------- -------- -------- -------- ---------- --------- ---------- -------- -------- ------- - -------- -------- -------- --------- -------- 5987001118 808) II II II II 5987001118 5987001118 II II II II II II II II D J J L J L J L II II II II II II II II II II II II II II II II E II I II II II II II I II II II II II II II II II II II F II II II II l u I i I � I I � A O II II II II G zx it II li II 5987001118)-- (59870011185987001118 ~ 5987001118) � r h r `7 r n r � �Nj z Z C3 H _ Ii ii ii ii pO W II II II II x 0 II II II II E-a E--+ U C 5987001018 I II II I .a 0 (TYPICAL UNLESS NOTED) II II II o II II 11 5987001118 Date 2/23/22 I 5987001118 I I I K Drawn by 5987001118 598 0001118) 5987001118 ji 5987001118 ji 5987001118 ii 5987001118 ji 5987001118 5987001118 5987001118 JMN I I I I Scale L II II II 1/8" 1 -0 ft I I I I I I Plan No. ill P52167 II II II II M ----------- — ----------1-1--------------------------------------------u------------------------------------------- ----------- ——— Order No. — -------------------------------U---------------------------------- ------------------------ STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY 246257 & 246258 200'-0" Sheet No. ROOF FRAMING PLAN BUILDINGC3el �4 01 Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction lo FIRE RESISTIVE CAULKING INSULATION FLAME AND SMOKE RATING 45 TRIM ORIENTATION REVISION Date Gypsum Board--3 layers 1/2"thick,each side,4 ft wide(by others). USE A FIRE RESISTIVE CAULK TO SEAL THE DOOR FRAME TO THE GYPSUM THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE TRIM ORIENTATION CAN BE CHANGED TO OBTAIN COVERAGE OF PARTS AS PART # INDEX For 3 hr ratingBase layer of 1/2"proprietary type X sum wallboard or sum veneer base applied parallel to each ON THE ENTIRE PERIMETER OF THE DOOR FRAME. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 NEEDED. - y p . yp ' �' pp P SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES side of steel studs not to exceed 24"o.c.with 1"Type S drywall screws(by others)12" r b Joints staggered l to a PDL DOOR ANCHORS 47 ROOF INSULATION PART# DESCRIPTION opposite sites. Second layer 1/2"proprietary e X sum wallboard or sum veneer base applied parallel to each 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS ' pp y p p gypsum gypsum pp p FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO "Z" TO MEET OR EXCEED THESE REQUIREMENTS. INSULATION STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT 102702 sill late sealer, 3.5 X 25 -0 roll side fastened with 1 5/8"Type S drywall screws(by others)30"o.c.and 1 1/2"Type G drywall screws 12"o.c.spaced 1 MUST 3082_-- 29 a. P1F. panel, GALVM 1/2"from vertical joints. Vertical joints located 8"from studs and staggered 24"on opposite sides. Face layer l/2" ANCHOR INSIDE THE DOOR JAMB. RUN CONTINUOUS ACROSS TOP OF WALL. proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S 1¢ SWING DOOR 5050004014 14 o. U rl In span CI I drywall screws 12"o.c.and 1 1/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. 12 STUDWALL & TRACK FRAMING DOOR IS SHOWN AS AN "A" SWING WITH LITE. DIFFERENT HARDWARE MAY 56 BREAK AWAY CUPS 5911025118 18 a. EXT. Wall base track 3.88" X 21'-0" Ion Joints offset 24"from second layer joints. STUDS FOR STUDWALL ASSEMBLY MAY NEED TO BE FIELD CUT TO CORRECT LENGTHS. BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR CLIPS ATTACH TO STRUCTURAL MEMBERS WITH (1) #760600 SCREW, FOR 5985004120 20 a. FVV. stud bridging, 5'-0" Ion Joint Tape and Compound-(By Others,Not Shown)-Vinyl or casein,dry or premixed joint compound applied in two DETERMINE THE CORRECT LENGTH FOR THE STUD AT THE SIDEWALL THEN PROGRESS YOUR PARTICULAR DOOR SPECIFICATIONS. YOUR INSTALLATION MAY MIRROR BLOCK FIREWALL USE (1) TAPCON SCREW #502840. USE (2) #760612 TO coats to joints and screw heads of outer layer.Perforated paper tape,2 in.wide,embedded in first layer of compound over ACROSS THE BUILDING BY PRECUTTING THE STUDS BASED ON THE AMOUNT THE THE STUD THESE TYPICAL DETAILS FASTEN. 775203 breakaway clip for FW. 2"X2" all joints of outer layer. GROWS. THIS IS DETERMINED BY THE STUD SPACING (USUALLY 16" OR 24" CENTERS) AND > " " Equivalent:UL design U435. THE AMOUNT OF PITCH RISE OVER THIS DISTANCE. CALCULATION: STUD SPACING IN INCHES 7810042050 insulation wm —vr 4 X 2 —0 X 50 —0 q 40 BUILDING LAYOUT 62 PURUN SPAN CUPS 02 / 12" X AMOUNT OF PITCH PER FOOT = AMOUNT THAT STUE LENGTH INCREASES. STUDS TYPICAL ELEVATION OF WALL SHOWN. REFER TO FLOOR PLAN LAYOUT FOR TWO PURLIN SPAN CLIPS ARE REQUIRED TO BUTT TO THE TRACKS OF A POWDER ACTUATED ANCHORS BY OTHERS POWDER ACTUATED ANCHORS ARE TO BEUSED 24" CENTERS. POWDER ACTUATED ARE DESIGNED TO FIT WITHIN THE TRACK. FIELD CUTTING IS REQUIRED WHERE TRACK IS STRUCTURAL COLUMN LAYOUT AND CORRIDOR/DOOR LOCATION. GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS USED TO FRAME A DOOR OPENING. 3 do 4 HOUR FIREWALLS NEED TO BE BUILT AND WILL BUTT AT THE CENTER LINE OF THE BLOCK WALL AND SLOTS ARE TO ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SHEETED ON ONE SIDE WITH GYPSUM WHILE THE WALL IS LAYING DOWN. THE SHEETED BE CUT FOR THE FLANGES TO FIT IN AND GROUT MUST FILL ANY VOIDS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED WALL CAN THEN BE STOOD, ANCHORED, AND PROPERLY BRACED TO SHEET THE OTHER ¢¢ DRYWALL TERMINATION UP TO THE ROOF LINE. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW SIDE. ANCHORING AS SPECIFIED, DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT INSULATED WALL: FOAL! CLOSURES FROM THE FLOOR TO THE ROOF SHEETING. A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH Og FIELD CUTTING SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS ADEQUATE SEAL. SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. NOTE: TYPICAL CONNECTIONS AT OPPDSITE END MIRROR THIS DETAIL NOTE: FIELD CUT GIRTS TO LENGTH COLUMN . 5050004014 2 NOTE TYPICAL CONNECTIONS AT OPPOSITE END MIRROR TO ALLOW GAP FOR GYPSUM. COLUMN THIS DETAIL FW STUD ROOF SHEETING tructural ine PARTITION PANEL I 01 44 FW-STUD INSULATION 47 PURLIN _ Jl 1/2" GYPSUM FW TRACK STUD BRIDGING o BASE PLATE SAD TRACK TRACK PURLIN TRACK INT COLUMN FW TRACK 2 INSULATION f���0 FW STUD o CD CD 0 760600 / fiy `gfQ t INT. COLUMN 710969 ; . 1 �• t tructural _11101 0 RO COLUMN SIDEWALL GAP FOR GYPSUMGYPSUM 6 760600 STUD / g 2.03. COLUMN PARTI PANE 8 BREAKAWAY STUD Q90�113Q3.�`�i tructural 76060 598500412oN P ICOLU M N NTERIOR 775600 ol ine 01#CPAR-n-InION SW COLUMN 760612 85041D20 760600 STUDBREAKAWAY CLIPSTUD 1•, 1 5/8•. 2 1/4• �� 760600 STUD —PANEL 2 INSUTAnoN o o DRYWALL SCREW 760600 01 01 �� c c c BASE TRACK 01 TRACK " 1.. 1 5/e'.2 1/4• TRACK PARTITION ANGLE a 1/2 GYPSUM ° � o ��° d �' DRYWALL SCREW o 3 0 tructural tructural TRACK ' ° tv 20 ine ine BASE PLATE R�e 20 INSULATION Ld tructural tructural /'(y` 20 INSULATION ine ine TYPICAL TRACK & STUD DOOR o •� o o 3 HR FIREWALL SECTION 2 INTERIOR FIREWALL 3 SECTION OF 4 TYPICAL TRACK AND STUD 5 3 HR FIREWALL SECTION 6 OR WINDOW FRAMING z a o n BLANK SIDEWALL @ BLANK SIDEWALL INTERIOR FIREWALL CONNECTION DETAIL CONNECTIONS o ° ° u) a 8• Rom' COLUMN TO S050004014 2 5'—0" REF. CORRIDOR CMUM FRAMING WIDTHLO ROOF SHEETING tructural 2 . INSULATION tructural o' , CLIMATE CONTROLLED SIDE ine ine tructural tructural F- c v Z3 I c ( ine ine I— 3 k m � Ol CORRIDOR JAMBDOR VAPOR BARRIER 20 INSULATION 20 INSULATION \FLUSH PANE ( ) I I I PART. CHANNEL PART. CHANNEL = 0 , L0 TRACK INSULATION 1 2 GYPSUM 508674 SEC. COLUMN 779600 779600 `t �' w o d o b Q o ° 760612 760612 760612 I� `� 1= `C* Q o 20 47 5045003364 45 PARTITION INT COLUMN 779500 779500 PURLIN INTERIOR PANEL I I a CD o COLUMNS I I FW STUD PARTITION PANEL 6051050390 0 PARTITION PANEL 6051050390 0 40 RO COLUMN PARTITION PANEL I PART. ANGLE FW STUD FW STUD 1/2" GYPSUM CEILING PANEL "Z" ANCHOR 05 06 INSULATION 20 FW STUD 01 r — tructural LONGITUDINAL LONGITUDINAL LZ "e TRANSVERSE k WALL WALLL�L C8>(5-0 04500164 EW COLUMN W WALL LONGITUDINAL { STUD 760612 TRACK WALL — — — 16410800 e'-2• 00 — — — _ CEILING HEIGH 710969 � 760600 ® 760600 STUD REFERENCE — tructural 760600 PART. ANGLE PART. ANGLE 06 JAMBS ne INT COLUMN ® 760600 INT COLUMN INT COLUMN 508674 DOOR LEAF FW STUD I I 01 PARTITION PANEL PART. CHANNEL 4.�.. ,.- CORRIDOR JAMB OR PARTITION TRANSVERSE CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE 5045000064 V. 1 5/8'. 2 1/4• FLUSH PANEL PANEL TRANSVERSE WALL VAPOR BARRIER VAPOR BARRIER DRYWALL SCREW 1•. 1 5/8•.2Ile 20 INSULATION CLIMATE CONTROLLED SIDE WALL �tine ( ) TRANSVERSE ( ) 01DRYWALL SCREW LONGITDINAL (VAPOR BARRIER) tructural ructural WALL WALL PDL HEADER TRACK me tructural tructural 7 FIRED ne ne e FIRE DOOR JAMBS g 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION 2 3 HR FIREWALL SECTION OCR HEADER DETAIL DETAIL DETAIL DETAIL DETAIL NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL DRYWALL NOT SHOWN FOR CLARITY tructural tructural ine 1• 1 s/a.21/4• CLIMATE CONTROLLED SIDE I ine 1 01 DRYWALL SCREW TRACK (VAPOR BARRIER) 760612 I STUD 760600 1.4 760612 12 INSULATION FW TRACK INSULATION 15 tructural 1 PART. CHANNEL 01 44 760600 I ine E"' 1a PARTITION PANEL 114 —� FW STUD FW STUD 1 2" GYPSUM 4.0 5911025118 A tructural PURLIN SEC. COLUMN 20 FW STUD I \I ine _ PURLIN t ! W Z LONGITUDINAL SIDEWALL } INTERIOR 775203 WALL COLUMN STUD COLUMN TRANSVERSE EN1 C4 0 BREAKAWAY WALL _4L STUD CLIP tructural i y_ ine ��,A 6 �. 760600 ® PARTITION PANEL 5" Z PART. ANGLE 710969 " INT COLUMN 760600 760600 760612 1 2 GYPSUM Z Z W PARTITION ANGLE 4 O —PANEL 20 INSULATION STUD TRACK INT COLUMN 0 0 W � CLIMATE CONTROLLED SIDE BASE TRACK PARTITION PANEL TRANSVERSE (VAPOR BARRIER) C�2 0 '00 O WALL � � 20 INSULATION PART. CHANNEL Z ,_.•, 20 �'� � BASE PLATE LONGITUDINAL 3082 o F' H O 0 r' W WALL .a ,.� H � [—•t z 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION LONGITUDINAL TRACK AND STUD 3 HR FIREWALL SECTION 13 DETAIL 4 BLANK ENDWALL 5 CONNECTION 6 DETAIL 7810042050 20 Date 15 2/23/22 5911025118 NOTE: Drawn by 4.0 ,027D2 JMN Scale ALL 3 HOUR FIREWALLS ARE \ ' INSULATED. 2'- 0" WIDE Plan No. 1/2" = 1'-0" OFIREWALL INSULATED LONGITUDINAL INSULATION IS PROVIDED TO FIT P52167 SECTION Order No. THE 2'-0" OC STUD SPACING. 246257 & 246258 ALL EXTERIOR WALLS ARE SPRAY Sheet No. FOAM AND IS BY OTHERS C490 morom Enamor PART # INDEX 01 Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction 0� FIRE RESISTIVE CAULKING INSULATION FLAME AND SMOKE RATING TRIM ORIENTATION REVISION o t 45o PART# DESCRIPTION Gypsum Board--3 layers 1/2"thick,each side,4 ft wide(by others). USE A FIRE RESISTIVE CAULK TO SEAL THE DOOR FRAME TO THE GYPSUM THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE TRIM ORIENTATION CAN BE CHANGED TO OBTAIN COVERAGE OF PARTS AS ON THE ENTIRE PERIMETER OF THE DOOR FRAME. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 NEEDED. 216410800 24 a. semi—flush en el 12" x 10'-2" BWHT For 3 st rating-Base layered 24"proprietary type X gypsum wallboard or gypsum veneer base applied parallel o each SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES side of steel studs not to exceed 24"o.c.with 1"Type S drywall screws(by others)12" r b Joints staggered l to a PDL DOOR ANCHORS 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS 47 ROOF INSULATION 2620---_ 20 CI. FW. StUd opposite sites. Second layer 1/2"proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each " side fastened with 1 5/8"Type S drywall screws(by others)30"o.c.and 1 1/2"Type G drywall screws 12"o.c.spaced 1 FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO NZ' TO MEET OR EXCEED THESE REQUIREMENTS. INSULATION MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT 388011000 18 a. partition channel 9 —2 lon 1/2"from vertical joints. Vertical joints located 8"from studs and staggered 24"on opposite sides. Face layer 1/2" ANCHOR INSIDE THE DOOR JAMB. RUN CONTINUOUS ACROSS TOP OF WALL. 5045000064 24 a. S.F.an le trim 1" x 2" X 11'-0" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S 14 SWING DOOR 5045000164 24 go. S.F.an I e trim 0.75" x 2.5" X 11'-0" drywall screws 12"o.c.and 1 1/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. 12 STUDWALL & TRACK FRAI+IING DOOR IS SHOWN AS AN "A" SWING WITH LITE. DIFFERENT HARDWARE MAY 56 BREAK AWAY CUPS Joints offset 24"from second layer joints. STUDS FOR STUDWALL ASSEMBLY MAY NEED TO BE FIELD CUT TO CORRECT LENGTHS. BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR CLIPS ATTACH TO STRUCTURAL MEMBERS WITH (1) #760600 SCREW, FOR 5045003364 22 cl. inside CN R. trim FW. 1.5 x 3 x 10 Joint Tape and Compound-(By Others,Not Shown)-Vinyl or casein,dry or premixed joint compound applied in two DETERMINE THE CORRECT LENGTH FOR THE STUD AT THE SIDEWALL THEN PROGRESS YOUR PARTICULAR DOOR SPECIFICATIONS. YOUR INSTALLATION MAY MIRROR BLOCK FIREWALL USE (1) TAPCON SCREW #502840. USE (2) #760615 TO 5050004014 14 a. purlin span clip coats to joints and screw heads of outer layer.Perforated paper tape,2 in.wide,embedded in first layer of compound over ACROSS THE BUILDING BY PRECUTTING THE STUDS BASED ON THE AMOUNT THE THE STUD THESE TYPICAL DETAILS FASTEN. 5911025118 18 a. EXT. Wall base track all joints of outer layer. GROWS. THIS IS DETERMINED BY THE STUD SPACING (USUALLY 16" OR 24" CENTERS) AND Equivalent:UL design U435. THE AMOUNT OF PITCH RISE OVER THIS DISTANCE. CALCULATION: STUD SPACING IN INCHES 40 BUILDING LAYOUT 62 PURUN SPAN CUPS 5985004120 20 cl. FW. stud bridging / 12" X AMOUNT OF PITCH PER FOOT = AMOUNT THAT STUD LENGTH INCREASES. STUDS TYPICAL ELEVATION OF WALL SHOWN. REFER TO FLOOR PLAN LAYOUT FOR TWO PURLIN SPAN CLIPS ARE REQUIRED TO BUTT TO THE TRACKS OF A 02 5996000016 16 a. R.O. COL. POWDER ACTUATED ANCHORS (BY OTHERS ARE DESIGNED TO FIT WITHIN THE TRACK. FIELD CUTTING IS REQUIRED WHERE TRACK IS STRUCTURAL COLUMN LAYOUT AND CORRIDOR/DOOR LOCATION. GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS 3.63 x 10'-0" Ion POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED USED TO FRAME A DOOR OPENING. 3 do 4 HOUR FIREWALLS NEED TO BE BUILT AND WILL BUTT AT THE CENTER LINE OF THE BLOCK WALL AND SLOTS ARE TO 7810042050 Insulation 4" x 2'-0" x 50'-0" Ion ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SHEETED ON ONE SIDE WITH GYPSUM WHILE THE WALL IS LAYING DOWN. THE SHEETED BE CUT FOR THE FLANGES TO FIT IN AND GROUT MUST FILL ANY VOIDS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED WALL CAN THEN BE STOOD, ANCHORED, AND PROPERLY BRACED TO SHEET THE OTHER 44 DRYWA TERMINATION UP TO THE ROOF LINE. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW SIDE.ANCHORING AS SPECIFIED, DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT FROM THE FLOOR TO THE ROOF SHEETING. 08 FIELD CUTTING PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 3 6TT 24 40. 4. 4• ______ 5911025118 —————— 01 5911025241 1.8 2620 0 12 8 14 55004455000003136644 �CnkU-� Cr ` : :.21641080 7810042050 7 090 1 2- I1p•�.I2 4. 1 w 4.0 ( GYPSUM BOARD LL GYPSUM BOARD LLJ 11 C aao oC BLANKCGYPSUM BOARD) BLANK ° c`�q- � c ~SIDEWALL _ i SIDEWALL C4.0 111) Ld rCORRIDOR 1— 6 o V(( 4f-0f REF. If) CL r� .SEE CORRIDOR FLOOR 0 5911025118 z a I�Qc rj 4I PLAN TO LOCATE ( I ( ( 5911025118 I FRAMED OPENING. i I ( ss11o25118 _J a a -� I I ( a) Lo o c f » f » f » f » ff f » f » f » f ff f ff > ff > » f ff f » f » f » f » f ff f ff f ff f ff f » UJ 3 k m , I 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 b Q •� -� � tl, 0 Zs Q Fes- •� I� � � O o (DOTHER INTERIOR 3 HOUR FIREWALL ELEVATION DOOR WITH TRIM BUILDING WIDTHS SIMILAR (WILL VARY) s a 0 E- FIELD CUT STUDS w a PITCH 24" INTERVALS w 1/4:12 + 1/2" MEASURE TO DETERMINE FIRST STUD LENGTH w W FW STUD (1/4:12 PITCH) 0 o EO X LOC. STUD HEIGHT N 0'-30' /EV 11'-0" Z Z 17)30'-80' /EV 12'-0" O 0 w �:) U) 0 Z N 0 Hrn00 o n Z U VnI U E-+ o � NOTE: Date 2/23/22 ALL 3 HOUR FIREWALLS ARE Drawn by JMN INSULATED. 2'-0" WIDE Scale INSULATION IS PROVIDED TO FIT Plan No. THE 2'- 0" OC STUD SPACING. P52167 Order No. ALL EXTERIOR WALLS ARE SPRAY 246257 & 246258 FOAM AND IS BY OTHERS Sheet No. C491 ey REVISION Date e 0� POWDER ACTUATED ANCHORS (BY OTHERS 19 PARTITION SUPPORT AT BLANK WALL Ol POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN STEP 1. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY N BLANK T BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY N U FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORING AS SPECIFIED. ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE STEP 2. INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR PLAN FOR PARTITION CHANNEL PART NUMBERS. VACUUM. 07 EAVE SPAN CHANNEL STEP 3. WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED 0AT RAKE ANGLE SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE A JAMB TO BLANK SIDEWALL TRANSITION, THE TOP FLANGE WILL NEED MAXIMUM TORQUE, TiNST MAX OR TiMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL CHANNELS WILL OVERLAP AT EACH TO FASTEN TO THE EAVE TRACK. THE TOP FLANGE CAN BE LOCATED ON DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER EITHER SIDE OF THE STRUCTURAL LINE. THE VERTICAL LEG MUST FALL ON IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END THE STRUCTURAL LINE. STEP 4. WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS 0 2'-0" DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO OC. FIELD CUT EXCESS AT END OF RUN. CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL 760300 TN I ruec ural truc tural 760110tructoral tructura ructoral n ne ine i tine 760300 l Q SW COLUMN STARTER JAMB EAVE SPAN 760110 CHANNEL BASE PLATE 60300 JAMB CLIP 60110 SW COLUMN o SUPPORT, SW o JAMB CLIP JAMB CLIP DOOR JAMB 0 STARTER JAMBrO F N 67, O Q op" GIRT BASE PLATE SUPPORT, SW HEADER SW COLUMN r 760110 760300 NOTE: TEK SCREW IF A +� �� �• ° 0 760300 BOLT HOLES ARE NO ® ° 760110 AN OPTION ( .i DOOR JAMB 760600 0 SUPPORT, SW , 3:CONCRETE SCRE 2.03. c „�l W00 2'2.03. FIELD NOTCH \ CONCRETE SCREW 01 ® NOTE: HEADERS BE ARE / t�`Q� 099ad, �"00, 01 02 JAMB CLIP DESIGNED E j 4 01 CONCRETE SCREW 760300 ABOVE THE TOP OF THE FESS1 BASE PLATE DOUBLE JAMBS WHEN '�- 760110 INSTALLED. CORNER \ " uctural 2 TRACK JAMBS AND STARTER ine � tru J�ifn ctural DOOR JAMB FLUSH WITHJAMBS LD LINE OP OF UP h.Ct�r SILL PLATE SEALER e` HEADERS.. 1 2 12 STARTER JAMB TOP GIRT TO STARTER JAMB TRACK TO STARTER JAMB BOTTOM OF DOOR JAMB DOOR JAMB CLIP DETAIL TOP OF DOOR JAMB 3 10 11 c CONNECTION CONNECTION CONNECTION CONNECTION DETAIL CONNECTION DETAIL � .o NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: REFER TO SECTIONAL DOOR APPLY CLIP T0: EXTERIOR ROLL—UP DOORS WITH v' '` o MANUFACTURERS RECOMMENDATION FOR ( tructural 760300WT ural LOCATION OF CENTER SUPPORT THE LATCH LOCATED ON THE DOWNWARD SIDE OF a _ a sw COLUMNS ne 760110 ^ecturol truectural THE SLOPE. a o ° Z o � 760600 SW COLUMNS SW COLUMNS " ® o > it o N lb it O =EAVE00 V SUPPORT, BW m �' o -°c SCREW 502M Lv SUPPORT, BW 19 19 F— 3 k °p �O > 3 LO ° JAMB CLIP 760300 U o ° 760110 i Q u, •ti � d- o � a 0 JAMB CLIP 760300 760110 BASE PLATE ° ° HEADER o ° GIRT a TRACK ° CUP 502631 � IELD CUT INSTALL 7 " > ° e CONCRETE SCREW HEADER \ �Q UNDER PURUNS STARTER JAMB 01 CONCRETE SCRE ° p AS NEEDED AFTER VAPOR m 01 02 AVE TRACK RAKE BARRIER HAS 14 E ANGLE BEEN INSTALLED DOOR JAMB CENTER SUPPORT USING THE CLIP, COVER THE FIELD CUT AS tructural I NEEDED ine JAMB CLIP TOP OF THE LATCH HOLE 0.375" — 0.500" TO FORCE ructural 760600 THE DOOR TO CLOSE WITH NO GAP END SILL PLATE SEALER 760600 (4) EACH END \ I ine 760600 (3) EACH 7 �J t tructural \ �' \\ SW IDS -1, STARTER JAMB ine DOOR GUIDE HEADER SUPPORT HEADER SUPPORT SUPPORT, BW 19 HEADER 13 TOP OF JAMB/A—PANEL 14 JAMB/A—PANEL CONNECTION 15 BOTTOM OF JAMB/A=PANEL 78 SECTIONAL DOOR SUPPORT 79 SECTIONAL DOOR SUPPORT CLIP FOR 1 % SLOPE INSTALLATION CONNECTION DETAIL DETAIL Q GIRT CONNECTION DETAIL DETAIL DETAIL co z o � ZP z mi x 00w � a x z O x E- 0 L) W F � q o � a Q) r Date 2/23/22 Drawn by JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. E 1 . 0 REVISION ey Date O6 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE 1 13 13 WALL PAGES. 1T IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. 1.0 /505�037116 __ \/ �p PARTITION SUPPORT AT DOOR SIDEWALL — DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB / • _ • _ • / — ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS I FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE I\ / 5910000214 5910000414 '� OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN FOR CORRECT ORIENTATION. 5956000263 5956000163 5956000163 5956000463 5956000463 5994000316 5994000316 5994000316 5974030563 5974000563 BLANK 5050022316 59940D0316 5994000316 ��� ENDWALL— 14 14 5974000563 1.0 5994000316 5994000316 1.0 I _ I / \ � � 5985000218 5985000518 / � I 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. 3'-8" F.O, _ 3'-8" F.O. OF NEW0 Al CID I / 5050020412 5050020412 / 5911000214 5911000414 / 5050020412 I � � IlHowa 3 15 15 I ��A 09J�r� : 1.0 l p'-0" 10'-0" 5_0" 1.0 5'-0" 4'-4" 1.0 5+_0" °-' OFESSIIO f ,0'-0" 10'-0" 8" 9'-4" I I A SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) - 3 I i • C � ------------------------------------ ---------------------------------------------------- -------------------- 13 5050020912 5050035916 1.0 1.0 —` � � � � C •o I 5050037116 — \ / 5910000214 5910000414 \ U a o ° lb Z coJo 5956000463 5956000463 m01 6 � w 3 5956000'163 5956000163 5956000163 5956000263 3 k � LO Q th O 4 Cz 5994000316 5994000316 I 5994000316 5974000563 5974000563 ——— 5050023218 5994000316 5994000316 5972000363 14 5994000316 5994000316 14 I 1.0 1.0 I 5985000218 5985000518 / 1 RECESSED ENTRY / \ / \ 9'-0" F.O. 9'-0" F.O. 9'-0" F.O. 8'-8" F.O. 3'-8" F.O. _ 3'-8" F.O. I 5050020912 5050020412 �I 5911000214 5911000414 // 15050020412 6" 10" I 5'-0" 1.0 50-0" 4'-4" 1.0 5'-0" 1 f " f " f " f " f " fl f 1 10 -0 10 -0 10 -0 10 -0 10 -0 8 9 -4" I I �---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------i i � 12 78 79 1.0 1.o i Zo I 5050020912 5050020112 5050037116 1.0 _ 5050020112 5050035116 1.0 — PART IN ~ _ 5050035216 i E- o . . I PART# DESCRIPTION CS • / 0 5050020112 12 a. DBL. iamb, base plate 5050020412 12 a. STR. iamb, base plate 0 W 5050020912 12 a. 1'-4" dbl iamb base plate Z 5050022218 18 a. DBL. iamb clip Z O0 F-+ 5050022316 16 a. STR. iamb clip 5956000163 5956000163 5956000263 5956000163 5956000263 5050023218 18 a. 1'-4" dbi iamb clip Z Z 5050035116 16 a. support header, 9'-1.65" 8-8 Sect. DoorU� ® � I 5050035216 16 a. support header, 9'-6.5" 9-0 Sect. Door 0 w 11 5050035916 16 a. support header, 4'-1.65" 3-8 Sect. Door nt C) 0 1.0 5050037116 16 a. center support, 1-3 x 0-11.5 5994000316 5994000316 » +f f o H H D U w / \ 5910000214 14 a. eave to track 3.88 x 3.13 x 5 Ion ,..{ o E1 ��--- I `� BLANK 5910000414 14 a. eave to track 3.88" x 3.13" x 4'-4" Ion z A 5050022316 � I " 5050023218 5050022218 I I 5050022218 _ENDWALL b 5911000214 14 a. EXT. wall base track 3.88" x 5' lon U1 co 5911000414 14 a. EXT. wall base track 3.88" x 4'-4" Ion 5972000363 5970000363 5970000363 5974000663 5950000518 18 a. PT. support iamb, 10'-4" Date 00 5956000163 18 a. EW header, 9'-0" IWHT 2/23/22 5950000518 20 5950000518 20 // \� 5956000263 18 a. EW header, 8'-8" IWHT Drawn by / 5956000463 18 a. EW header, 3'-8" IWHT JMN \ / 2 // 5970000363 18 a. DBL. iamb, 10'-4" IWHT Scale ++ !+ 9'-O" F.O. 9'-0" F.O. 8'-8" F.O. 9'-0" F.O. 8'-8" F.O. 1.0 5972000363 18 a.16" double iamb, 10'-4" IWHT 1/2 = 1 —0 5974000563 18 a. STR. iamb, RH 10'-4" IWHT Plan No. 10 5974000663 18 a. STR. iamb, LH 10'-4" IWHT P52167 5985000218 18 a. EXT. in 4'-11 1 4" Ion order No. 5050020912 5050020112 1'0 / 5050020112 5050020412 I 5985000518 18 a. EXT. in 4'-4" Ion 246257 & 246258 1 i / I 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV sheet No. 6" 10" ' " f " " STARTER BAY 0� " 3 10 -0 10 fti � _ mim _ _ 1'Q E 1 . 1 ,o 0 10 0 ,o 0 REVISION Date e 06 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE 78 12 ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 1 1.0 1.0 79 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. 1.0 5050020112 1.0 5050020112 5050020912 THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE — 5050035116 — 5050035216 5050037116 WALL PAGES. 1T IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. p PARTITION SUPPORT AT DOOR SIDEWALL DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 0 1� ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS I I I I FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE I I OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN FOR CORRECT ORIENTATION. 5956000263 5956000163 �59�560002�63 5956000163 5956000163 11 1.0 599400031D 5994000316 z 0 5050022311D BLANK 5050022218 I 5050022218 5050023218 ` \ ENDWALL' 00 5974000663D 5970000363 I 5970000363 5972000363 I I / 0 5950000518 I 0 5950000518 / I I7. 2 I I 8'-8" F.O. 9'-0" F.O. 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. 15050020412� 5050020112 / I 1'0 5050020112 5050020912 I � � (}� ..,«. cal " I i Howa, 3 06 STARTER BAY 10 6 j 1.0 0 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" I / ` CI Q90TE3 � FESSIO A SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) - 3 / /i----------------------------------------- U ---------------------------------------------------------------------- 13 13 V i s 5050037116 5050035916 15050020912 w •� —IL � F. 1� // 5910000214 5110000214 I� C0 a o Z o o � cn m 5956000463 5956000463 5956000263 5956000163 5956000163 LLj3 k Co 3 I Q .� "" p d• O 'O Q 5994000316 5994000316 I— F� •� 1= r� �� O O I 5974000563 5974000563 5994000316 7. 5994000316 5994000316 5050023218 \ 14 5994000316 5994000316 14 1.0 1.0 5972000363 I I I / � 5985000218 5985000218 // � I I 3'•-8" F.O. 3'-8" F.O. 8'-8" F.O. 9 —0" F.O. 9'-0" F.O. 9'-0" F.O. I / I P LIL 5050020412 �I 5911000214 5911000214 // 15050020412 5050020912 10" 6" 5'-0" 1.0 4'-4" 5'-0" 1.0 5.-0" I I 9'-4" 8" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- / 1 z E- j I �I PART # INDEX 1 // PART# DESCRIPTION p� W \ . 5050020112 12 a. DBL. jamb, base plate O 5050020412 12 a. STR. iamb, base late Z I 5050020912 12 a. 1'-4" dbl jamb base plate Z pe, 5956000263 5956000163 59560001s3 5956000163 5956000263 5050022218 18 a. DBL. jamb clipZ I 7. ' I P4 5050022316 16 a. STR. amb clip 5050023218 18 a. 1'-4" dbl jamb clip O COS W I 5050035116 16 a. support header, 9'-1.65" 8-8 Sect. Doorx P4 c ,aa 5050035216 16 a. support header, 9'-6.5" 9-0 Sect. Door z O O BLANK5994000316 599400031s EN WALL 5050035916 16 a. support header, 4'-1.65" 3-8 Sect. Door o E.., m 00 5050037116 16 a. center support, 1-3 x 0-11.5 .a W ��--- A 5910000214 14 a. eave to track 3.88" x 3.13" x 5' Ion 5050022316 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion 5950000518 18 a. PT. support jamb, 10'-4" 5974000563 5956000163 18 a. EW header, 9'-0" IWHT Dote 5956000263 18 a. EW header, 8'-8" IWHT 2/23/22 / 5956000463 18 a. EW header, 3'-8" IWHT Drawn by 2 \� 5970000363 18 a. DBL. jamb, 10'-4" IWHT JMN 1.0 / 5972000363 18 a.16" double iamb, 10'-4" IWHT Scale „ „ 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. 9'-0" F.O. 8'-8" F.O. 5974000563 18 a. STR. jamb, RH 10'-4" IWHT 1/2 = 1 -0 5974000663 18 a. STIR. jamb, LH 10'-4" IWHT Plan No. 5985000218 18 a. EXT. in 4'-11 1 4" longP52167 5050020412 / \� 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV order No. 1 I 246257 & 246258 / Sheet No. 10" • 61' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1.0 Ele2 8y O6 STARTER BAY �0 PARTITION SUPPORT AT DOOR SIDEWALL REursroN Date A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE FOR CORRECT ORIENTATION. 13 1$ WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. 1.0 1 0 13 5050020112 I m I m \I • t I `� �/ 5910000114 5910000314 1� i � � 5956000263 5956000263 5956000263 Y . 5994000316 5994000316 5974000563 5974000563 5974000563 5994000316 RECESSED ENTRY 5994000316 5994000316 RECESSED ENTRY 5994000316 5050022218 5994000316 `��� 14 5994000316 5994000316 14 5970000363 14 I 1.0 1.0 1.0 I 5985000118 5985000918 �� �� I I I I 8'-8" F.O. \ 8'-8" F.O. 8'-8" F.O. i OF 50 000 0041 2 r \� 5911000114 5911001114 /� \ 5050020412 5050020112 5050020412 it I ¢ t o , / IlHowa c ,+ 15 `- 095jgl3;da ' 15 15 ,o� �� •� 1.0 FESSO 10'-0" (STARTER BAY) 10'-0" 8" 9'-4" 1.0 10'-0" (STARTER BAY) 10'-0" 1.0 � 1 I A SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) - 4 i v c ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- — o 12 78 3 0 13 79 1.0YD 5050035116 �N... � o ` '� o � 1 5050037116 5050035216 PART # INDEX (n ` u; 0�. (0 � o 1 PART# DESCRIPTION o- a I 5910000114 5910000314 �� t I o 5050020112 12 a. DBL. jamb, base plate o �,'� I I 5050020412 12 a. STR. 'amb base late J ° �, � o 5050022218 18 a. DBL. 'amb cli m o, �' a o c 5050022316 16 a. STR. jamb clipc = ZI c I c �---- 3 k co j c0 3 5050035116 16 a, support header, 9'-1.65" 8-8 Sect. Door = »� 5956000263 5956000163 U ' 5050035216 16 a. support header, 9 —6.5n 9-0 Sect. Door Q o Q 5050035916 16 a. support header, 4'-1.65" 3-8 Sect. Door I 5050037116 j 16 a. center support, 1-3 x 0-11.5 5994(10 0316 5994000316 11 1.0 5910000114 14 a. eave top track 3.88" x 3.13 x 10' Ion 5910000214 14 a. eave top track 3.88" x 3.13" x 5' Ion \ 5974000563 / , 5910000314 14 a, eave top track 3.88„ x 3.13" x 9'—4n Ion ` ----- I I1 7. j 5910000414 14 a. eave top track 3.88" x 3.13" x 4'-4" Ion 5994000316 i o 5911000114 14 a. EXT. wall base track 3.88" x 10' Ion 14 i co 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion 5994000316 5994000316 I 5911000414 14 a. EXT. wall base track 3.88" x 4'-4" Ion 1.0 5911001114 14 a. EXT. wall base track 3.88" x 9'-4" Ion 5985000118 5985000918 5950000518 18 a. PT. support jamb, 10'-4" 5956000163 header, WT. 5956000263 18 a. EW header, 8'-8" IWHT 8'-8" F.O. 9'-0" F.O. 5956000463 18 a. EW header, 3'-8" IWHT 5970000363 18 a. DBL. 'amb 10'-4" IWHT 5974000563 18 a. STR. 'amb RH 10'-4" IWHT 5911000114 5911001114 �/ 5050020412 1.0 i 5985000118 18 a. EXT. in 9'-11 1 4" long I 5985000218 18 a. EXT. girt, 4'-11 1 4" Ion I t I 5985000518 18 a. EXT. girt, 4'-4" Ion 5985000918 18 a. EXT. girt, 9'-4" Ion 1.0 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV 10'-0" 8" 9'-4" (STARTER BAY) 10'-0" 10'-0" 1 13 13 1.0 — 5050035116 5050020112 5050037116 —— 1 0 1.0 /_—\\ �i � 5050035216 5050035916 7_ o \ �/ 5910000214 5910000414 1�\ E- O 5956000263 5956000163 5956000163 5956000463 5956000463 �-+ 0 Z zz 11 5994000316 5994000316 dW� N a 5994000316 / �\ 5974000563 5974000563 Y'., � V, a 1 o 0Q, I I O EE-+ BLANK 5050022316 I 5050022218 5994000316 5994000316 o H O U W co ENDWALL— I I 14 14 Z 01 A 5974000563 5970000363 1.0 1.0 0l I 5994000316 5994000316 0 `'q I r�i ip o � � I 15950000518 2 r �� 5985000218 5985000518 � \ i � I Date 2/23/22 Drawn by 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. 3'-8" F.O. 3'-8" F.O. 9'-0" F.O. JMN Scale i i \ 5050020412off � � _ 1/2 — 1 — 5050020112 5050020412 \� 5911000214 5911000414 /� 5050020412 Plan No. o o , I I � P52167 � o m o0 0 Order No. 3 15 15 246257 & 246258 1. 10'-0" 1 0'-0" 1'Q 5'-0" 5'-0" 4'-4" 1'Q 5'-0" Sheet No. - 0 10'-0" 10'-0" (STARTER BAY) 8" 9'-4" 10'-0" B SIDE WALL. FRAMING ELEVATION (INTERIOR VIEW) - 4 E1e3 BY REVISION at Date '**N PART # INDEX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PART# DESCRIPTION 308205200 29 a. PT. panel, 4'-4" Ion 052 3.33 05 3.33 308205800 29 a. PT. panel, 4'-10" Ion A 308205900 29 a. PT. panel, 4'-11" Ion o ® ® ® ® © ® ® ® ® ® ® ® ® 308208800 29 a. PT. panel, 7'-4" Ion 1 in M M M ,M,) M M M M M M 308210500 29 a. PT. panel, 8'-9" Ion B M M M M M M M M M M M M M M Mi v v M M M v 308210800 29 a. PT. panel, 9'-0" Ion N CD Co CO CO 1 Co CO (� CD CD cW O Co Cfl » N N N N N N N N N N N N N N N N N N N N 308211000 29 a. PT. panel, 9 -2 Ion I N N N N N N N N N N N N N N N N N .- 308211100 29 a. PT. anei 9'-3" Ion in C 308211300 29 a. PT. panel, 9'-5" Ion O M M M 308211400 29 a. PT. panel, 9'-6" Ion 308211600 29 a. PT. panel, 9'-8" Ion LO ri Ni M (DD N � N N 308211800 29 a. PT. panel, 9'-10" Ion o 9'-6" 308211900 29 a. PT. panel, 9'-11" Ion 10 ® 124 3.33 01 124 3.33 IT 124 3.35 01 01 124 3.33 JT �� J@��o 10 124 3.33 OO 124 3.33 10 124 3.33 Ol 124 3.33 01 124 3.33 Ol 124 3.33 01 01 124 3.33 10 124 3.33 10 124 3.33 10 124 3.33 ® 308212000 2s a. PT. panel, 10'-0" Ion E Q 113(3.33 © Q 114 3.33 © Q 114 3.33 © © O © © Q Q Q 005(3.33 Q Q 113 3.33 Q Q 111 3.33 Q Q 114 3.33 © Q 114 3.33 Q Q 01 Q Q 105(3.338212100 29 a. PT. panel, 10 -1 Ion o Q Q 01 Q Q Cl114 3.33 © Q 114 3.33 © © 113 3.33 ©® 308212200 29 a. PT. anei 10'-2" Ion M ; M 308212400 29 a. PT. panel, 10'-4" Ion LO ") 308215300 29 a. PT. panel, 12'-9" Ion F M M �-. �-. M M M '� M M M M M M M M � M M M M � M M M M � » o �- �; �; T -- �- -- �; 308216900 29 a. PT. panel, 14 -1 Ion o o � 04 04 o 04 N o N 308217800 29 a. PT. panel, 14'-10" Ion I N N N N N N N N N N N N N N N N N N N N N N N O 308218200 29 a. PT. panel, 15 -2 Ion o x 308222600 29 a. PT. panel, 18'-10" Ion � o 308223100 29 a. PT. panel, 19'-3" Ion in H 308223500 29 a. PT. panel, 19'-7" Ion G� N� p 1$2(3.33 1 388012200 18 a. partition channel 10'-2" Ion �" 0�, I O �� .. ., .. .. 182(3.33 � NOT USED , 'n 113 3.33 M M M M M M M M M ^ » » � » 1 v v v M M ^ v v v v M M v v 5920008982 18 a. angle, insui PT. 1.5 x2.5 x12 -0 * , N N N N a) a) -- 00 00 00 00 Q) 0) 00 ® 5950000518 18 a. PT. su ort jamb 10'-4" _""~ !, Cr 0 113(3.33 M ao 07 00 00 ca co � 00 00 113(3.33 » / ,.) o I,Howa,�tr 1 M © 5950000618 18 a. PT. support, BSW 10 -4 22:03. 1 Ln r7 v v 65950030618 18 a. support, insui BW 10'-4" EV E pgj1,113: J O 00 0 00 NOTE: ��'�p �-�� R o ;n © 114 3.33 118(3.33 11$(3.33 11$(3.33 110(3.33 Ol 10 119 3.33 O 118(3.33 11$(3.33 118(3.33 110(3.33 Ol 01 119 3.33 118(3.33 114 3.33 © 1• SOME CUTTTION PANEL AND SUPPORTS MAY NEED TO BE 'l K 118 3.33 118 3.33 01 118 3.33 118 3.33 110(3.33 O Q 119 3.33 O 118 3.33 118 3.33 118 3.33 110(3.33 01 01 119 3.33 11$ 3.33 11$ 3.33 2. PARTITION PANELS AT INSULATED AND FIRE WALLS GO UP o M M 10 3.33 M ,� ,� ,� M M .. ,� M TO THE UNDERSIDE OF THE PURLINS. ALL OTHER WALLS = M M M M M M M M M M M M M M M " U •C � LO .M"'. v " M ,MM r; v M ® O v �; �; �- .. �; HAVE A 7 GAP FROM THE BOTTOM OF THE PURLIN TO c o, L N N N o) N O N N00 m t7) N N N Nm 00 N N N N THE TOP OF THE PARTITION PANEL o o = T- ' ui - 'n 0 ® ® ® ® ® Q 059(3.33 ® ® ® © ® ® ® ® 0 244 3 W c .o M o ; � olb 052 3.33 8 059 3.33 Q52 3.33 $» 0 ` 0 " 05 3.33 LENGTH QUANTITY N o � - Q. 10'-0" 10-0 10'-0" 10'-0" 10'-0" 9 -4 10'-0 10'-0" 10'-0" 10'-O 10 -0 9 -4 10'-0" 10'-0" 10'-0" 10 -0 z 160'-0" a m � •� � � o o o PARTITION PANEL & SUPPORT LAYOUT - 3 3 x m C .3 Imo- � •`� ti � � o `o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A 052(3.33 059 3.33 052(3.33 059 3.33 052(3.33 059 3.33 052(3.33 059 3.33 i OO ® ® ® © ® ® ® ® © © ® ® ® © ® ® ® ® ® 0 ® ® ® 01 M M M M M , M M M M M B M v M v M M M v v M M .Mi v M M M M M M M M M - - = M v M M M v v v v M v 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 O C LO O I LO D a O Ln 113 3.33 © 118(3.33 ® 11$(3.33 © 110(3.33 Ol Ol 118(3.33 ® 11$(3.33 ® 11$(3.33 © 110(3.33 Ol Ol 118(3.33 © 11$(3.33 © 11$(3.33 ® 110 3.33 Ol Ol 118(3.33 11$(3.33 11$(3.33 E ® ® ® 11 O 3.33 10 Ol 118(3.33 ® 11$(3.33 ® 11$(3.33 © 113 3.33 AO 113(3.33 118(3.33 118(3.33 110 3.33 Q Q 1 1 118(3.33 110 3.33 Q Q 118(3.33 118(3.33 11$(3.33 110 3.33 U1 0 118 3.33 1 1 110 3.33 Q O 1 118(3.33 11$(3.33 113(3.33 I M .-. .. M M M M M M M M M M M M M M M M M M M M M M M M M M M M M w) M M M M M M M v v v v r7 v v v v v v v v v v v v v v v v v v v in F = M K) M M M M 00 00 r7 00 00 n M M K) W) M M M M ►7 Op 00 K) 00 CIO In M M op 00 M ► ) M � In In In In In to e- 00 to 0o to In In to n to to Ln in LO 00 � 00 In to In 00 In In to In F.5 o O c o G.5 r, 153 3.33 M M M M M M M M M M M M M M W H _ 153 3.33 L`3 E-+ M M M M M M M 04 v M M M M M M M M M M K) M M vs W) Mj M K) M M v 0 113(3.33 LO r i M M M Ln LO M M � M M r7 j r i °,n) ") r i M M M 113(3.33 O 0-1 I 052 3.33 O o Ln LO � LOLO 10 113(3.33 01 116 3.33 122(3.33 122(3.33 O - - 05 3.33 I 118(3.33 T 122(3.33 118(3.33 116 3.33 © 118(3.33 Q 118(3.33 0 116(3.33 01 z U� p M 116(3.33 01 ® 116 3.33 O 118(3.33 © 118(3.33 © '�+, � Z Z � In M M M '+"' x W o M o o � o M L, M M moo a � Ki ri 01 v ri v �'S � K N M M M to N H O Ei t�=O N N N N N Q 0 I M r) M M M M M M M M M M M M IM M M M M M M M � �•i I- ti n LO r7 M M M r7 © M 17 f7 © O M Ih Nj Nj ® M M 1i M r7 m Q-- v v v v v v v v v v O 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 = I n n 059(3.33 I� I� n n n a c ® © 11$(3.33 © Q 059(3.33 Date � Q ® ® © 0 113 3.33 © 110(3.33 03 © 11$(3.33 © 059(3.33 © © 110(3.33 ® ® 11$(3.33 © Q 05 3.33 M © 110(3.33 ® ® 118(3.33 O © ® ® 10 2/23/22 Drawn by JMN 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-On 9'-4" 10'-0" 10'-0" 10'-0" 10'-0" Scale 200'-0" Plan No. PARTITION PANEL & SUPPORT LAYOUT - 4 P52167 F Order No. 246257 & 246258 Sheet No. F 1 . 0 SEC COLUMN REVISION By Dote PARTITION PANEL COLUMN E TRACK PURLIN GALVALUME PANEL LONGITUDINAL b„�,,,� OR JAMB I1.0 5911002018 . STRUCTURAL BEARING LEG a � PARTITION PANEL TNT COLUMN TYPICAL a TRANSVERSE PURLIN a ---------------- 7Ei0110 7eoeoo I I. I I I 7Ei0300 LOAD 780800 BEARING LEG I I I I ,-0„ 1 ,-0„ ,-0„ SECONDARY AT���� I � ' SEC COLUMN SEC COLUMN > » COLUMN COLUMN I 780800 I• 3 -0 COVERAGE REF. NOTE: SECONDARY COLUMNS ARE IF INSULATED, SDE ONE SIDE , I 5 13 I TELESCOPING AND CAN ADJUST �' 760600 �D�9 °TM� ODE SEC COLUMN I I 3 88211300 11.1 I1.1 US VARIOUS HEIGHTS. THEY ARE PANEL ' ' '•' TRACHTE PARTITION PANEL USUALLY LOCATED ON ONE SIDE CONCRETE (L9ENCTNGV/t�lEN3� 14 I ,' I'I OF THE STRUCTURAL. LINE. SEE FLOOR PLAN FOR CORRECT SCREW 11.1 ; I II PROFILE LOCATION OF COLUMNS. THE TAB ON THE BOTTOM OF THE COLUMN tructural NOTE: IN A STARTER BAY, NEEDS TO BE FIELD BENT. A 760600 SCREW SHOULD BE ine BOTH ENDS OF THE INSTALLED IN EACH FLANGE / LONGITUDINAL PARTITION WLL 760600 I FASTEN TO COLUMNS. I' PARTITION CHANNEL 10-4 LONGITUDINAL WHERE THE COLUMN'S LAP. INTERIOR COLUMN A I'I a° FOUNDATION ° a PARTITION PANELS 10-4 tructural tructural ( � I I FT/EV PART# QTY TRACK LOC. HEIGHT QTY ine ine I I 1 5'/EV 388011000 1.0 SECONDARY COLUMN PARTITION PANEL TO PARTITION PANEL FASTENING DETAIL , , , 5911002018 5'/EV 125.25 3.5 6 ATTENTION: Partition wall panel lengths were determined with I I 10'/EV 388011000 1.0 the panel starting at least 3W in from the sidewall. All ------------ -------V----------------- -- 10'/EV 126.5 3.5 CONNECTION @ TYPICAL BAY 4 COLUMN CONNECTION buildings 25' or more will have 2-panels that lap at a interior 15'/EV 388011000 1.0 column line. The panels should overlap at least by 1". 15'/EV 127.75 3.5 5'-0" 5'-0" 20'/EV 388011000 1.0 3 " 25'/EV 388011000 1.0 20'/EV 129 3.5 CP PICAL BANDING COLUMN REF. TYP. 10'-0" 30'/EV 388011000 1.0 25'/EV 130.25 4.0 RLIN ® EW NOTE: ABOVE IS THE REQUIRED PARTITION CHANNEL 3�'/EV 131.5 4.0 � PART#'s AND QUANTITY AT EVERY FT /EV �..✓�((��{-' 0 ri ructural tructural tructural NOTE: SHOWN ABOVE IS THE REQUIRED SHEETS OF PARTITIONtJlPANEL FOR INSTALLATION (OVERLAPPING760110 ne 1 ine I n e IF YOU BACK LAP PANEL AT 1' SPACES. �� � ONLY THE END RIB. YOU WILL COME UP SHORT PANEL 760300) PARTITION PARTITION ENDWALL BAY * A -4Ir A... \ PANEL PANEL ' Ii RAKE ANGLE . ,, C 10 LONGITUDINAL PARTITION WALL >, `_ IlHowarc��+1 ��a3 Q�,! INSTALL RAKE ANGLE � 7" BELOW PURLIN I or I SUPPORT TNT COLUMN SEC COLUMN ���� U99�S•sv �. �AR �ON \_ ��\\ SUPPORT 0 Sw TRACK `pOFEBSOW' �� j� 388012200 INT COLUMN 2 8 PURLIN E 5911002018 - -'' r .i SEC COLUMN 11.1 PURLIN 6 1.1 1.1 INT COLUMN BLANK WALL I I I INT COLUMN COLUMN JAMB I I I II ------------- --------------- U Ern C � � C � � NOTE: THIS IS FOR A I I O ° o II 308208800 5920008982 0 ^ o NON-INSULATED LONGIIUDINA I I WALL. INSULATED I I I I I I I I W CO c v, LONGITUDINAL WALLS SHOULD THE PANEL LAP ONTO -------------------- HAVE J oq BLANK SIDEWALL or ENDWALL DOOR SIDEWALL or ENDWALL I I I I I I'I 1 (n w o o THE PURLIN WITH NO 7" GAP I 4 � I SEC COLUMN I I SEC COLUMN I I � � '� � ' a PARTITION PANEL EXTERIOR I 1.1 ; ,:� , z a � To J a 8 LONG TAB BANDING OVER 7 � I I I. , , 30821800 2 0 o CL a PARTITION PANEL CONNECTION 1,.1 ; ; 0 1.1 11.1 2, o N Z 308208800 3 ! 2s8006200 ; ; ; i ,•, m �, -6 � 00 o Ld ° � •� i t c LO I ) 11 Q �? O d• p -0 Q II F_ � a o PART# INDEX PART# DESCRIPTION I I I I I �� 308208800 TRACK 298006200 28 o. PT. panel, 5 -2 Ion alv. I I 1 5s11oo2018 308208800 29 a. PT. panel, 7 -4" Ion -----u--- ----------l. 308211300 29 a. PT. panel, 9'-5" Ion i 308211800 29 a. PT. panel, 9'-10" longI I 5•_p" 5'-0" 308212400 29 a. PT. panel, 10'-4" Ion 388012200 18 a. artition channel 10'-2" long„ C SECONDARY PANEL LAYOUT - BLDG 4 5'-0" 5'-0" 1O'-O" 5911002018 18 a. to base track 3.88 x 9 -7 Ion I 5911025118 18 a. EXT. wall base track 3.88" x 21'-0" Ion tructural tru ctu ra l tructural tructural tructural tructural x.. " " ine ine Pine in 5911043818 18 a. base track 3.88 x 9 -10 Ion in ine 5920008982 18 a. angle, insul PT. 1.5"x2.5"x12'-O" i TYPICAL BAY TYPICAL BAY 5' LONGITUDINAL PARTITION WALL OBLDG 10' LONGITUDINAL PARTITION WALL 4 z O A SEC COLUMN LOCATE TRACK AT UNDERSIDE OF THE LTB A SEC COLUMN LOCATE TRACK AT UNDERSIDE OF THE LTB I1.1 INSULATION. SEALANT NEEDED TO I1.1 INSULATION. SEALANT NEEDED TO TRACK ELIMINATE AIR INFILTRATION IS BY OTHERS TRACK ELIMINATE AIR INFILTRATION IS BY OTHERS ',� 5911043818 TRACK 5911043818 TRACK ►- PURLIN (BEYOND FIREWALL) ----- --------------- 4. FIREWALL TRACK 15 I I I I I I RAKE ANGLE 5911025118 4• RAKE ANGLE I I I I W ---- r---------- _ ------ RAKE ANGLE I RAKE ANGLE I I �T------- ---- -TT------ T-------T - ------Tr ------rr.- I I I I I AKE ANGLE II I II I II III II II 11 I II III II SEC COLUMN SEC COLUMN , SEC COLUMN SEC COLUMN SEC COLUMN SEC COLUMN II II I I II III II BOTTOM OF PURLIN I " I I oo I I II i I SEC COLUMN A I II II II II II 1 II I I I I II I I O a I I I I I I I 308211800 I I I I I I 308211800 , , ►�"' W 88012200 I I I I I I I III 388012200 TRANSVERSE PANEL I j ; 1 I I I ; j I I Z Z I I I I I I I I I I '+ 0 (� II II II II I II III II II I j ; I I I I ; j I I TRANSVERSE PANEL O I 308212400 I I I 308212400 I I I I I I I I 308212400 I I , , 1 I I I „ I ,� W E4 I I I I I I I I I I I I I I I I I 0 II II II II II II II II 13 I II 12 I I 12 1 I „ 12 I I Z x114 I I I I I I I I I III I I I I 11.1 11.1 11 11.1 z E-a O U II I II II I II II I I II 11.1 , II I I I ( „ I I ° I O ►ZZ U Z II II 11 I II III II I „ I I I I „ I I o II I II II I II III II II I „ I I I I „ II I II II I II III I II .a I 12 I I I I I I I I Date I I I I I I I I I 13 2 23 22 I4. I I --------------- -----u---------------------1 -------- ------1 ------ ---------------------- L------------ II II II I I I I I I I I I I I I TRACK 5911043818 raven y TRACK 5s11o43818 JMN II II II II I II III II II ---Ll------- --- -J�-------J1------I -I1-------1L ------- L-------L 5'-0" 5'-0" 5'-0" 5'-O" Scale -------- 10'-0" 10'-0" FIREWALL TRACK 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 1 Plan No. 5911025118 tructural tructural tructural tructural tructural tructural P52167 10'-0" ine ine ine 1 ine ine ine l order No. 1 1 TYPICAL BAY TYPICAL BAY 246257 & 246258 STARTER BAY Sheet No. G 10' LONGITUDINAL PARTITION WALL (FIREWALL 10' LONGITUDINAL PARTITION WALL B 10' LONGITUDINAL PARTITION WALL BLDG 3 (DBLDG 3 BLDG 3 F 1 . 1. �13Y REVISION #A*444 Date INT COLUMN SEC O989091COLUMN) STUD WALL 8" INT COLUMN SEC COLUMN N �iIIII(• •IIII)IIII, PART # INDEX PURLIN DRYWALL PART# DESCRIPTION DRYWALL ---- I (INT COLU (INT COLUM 29ga. Pr. panel, 9'-5" long L_ ' STUD WALL 308211300 308211900 . 29ga. Pr. panel, 9'-11" long 308212000 29qa. PT. panel, 10'-0" long �7 T� ————————— ——— —————————I —————————— 308212100 29ga. Pr. panel, 10'-1" long 308212400 .'29ga. Pr. panel, 10'-4" long ...... r I I ->-(SEC COLUMN) z —IIIIiIIIIII 308218200 29aa. PT. panel, 15'-2" long 0 IL 308222600 .29ga. Pr. panel, 18'-10" long z .388012200 18ga. p irtition channel 10'-2" long SEC COLUM 15920008982118ga. a igle, insul, PT., 1.5"x2.5"x12'-0" z F (n FIELD CUT PARTITION PANEL 7� FIELD CUT PARTITION PANEL TO MATCH THE ROOF PITCH. (SIMILAR) LAP PARTITION < PANEL ONTO RAKE ANGLE (IF PRESENT) AND COLUMNS. > EXCESS PARTITION JPANEL USE THE EXCESS PARTITION PANEL TO FILL GAPS. CUT THE PANEL SO THAT IT WILL OVERLAP BOTH THE RAKE ANGLE (IF PRESENT) AND NEAREST INTERIOR COLUMN. ALIGN THE RIBS OF THE PANEL WHEN CUTTING IN I ORDER TO GET A TIGHT FIT. FILLER PIECES AT PEAK DO NOT NEED TO LAP AT RIBS. -------LL j EXCESS PARTITION (PANEL FOR THE NEXT WALL - ------- ------- L -------- IN THIS CASE THE EXCESS PANEL WILL WORK BEST ON THE NEXT PANEL WALL. CUT THE PANEL FOR THE NEXT WALL OPPOSITE TO GET THE EXCESS 0 PANEL NEEDED FOR THIS WALL. (CUT LEFT AND RIGHT HAND PIECES AS 41-893 4'-8" 59-0" 50-0" NEEDED.) I::p 91-4" 8" 10'-0" ruc tural ructural t ruct ral ru ctu ra I turcl uc tural A ine ine �ine ne irn e IlHowar TYPICAL BAY STARTER BAY 22.L 03. SECONDARY PANEL LAYOUT BLDG 3 099TI-1-3: - 1 Of LONGITUDINAL PARTITION WALL @ INTERIOR DRYWALL FIREWALL ?�OPES 10 II B--------- — —FI—ELD—C—U—T —9 IIIIIIIIIIIII..'9IIIII1IIIIIIII I 1 O3330008882221112224440000 IIi(III''',i1II1iIIIIII1 — I----------- --llIIIIiIIII1II1I1IIII.''.IIII1Ii1III1I1III O330088221188220000 -IIiIIIIII1III1III1I�'..;IIIIIII11IIII1III1 12 8" 6 1/41 7- vi F L7 A3�880122�0O FIELD CUT 9 FIELD CUT I 6 n / U) C) 7F- --------------- ----------- --------------- (n In CL ----------- -------------- ------------ E -6 --------- -------------- ------ --------- ----------- --L 22 Cu 0 _j C) Z� M cj:� 00 W 7 Q) t ------------- (308212100) 1 1 1 (30-82-22-60-0) 30) (30-82-18-20-0) (3-0821-210-0-) (30-82-22-60-0) t j j M 3 8" REF. TYP. 60'-0" REF. TYPICAL TRANSVERSE PANEL LAYOUT BLDG 3 PARTITION PANEL ALONG INSULATED WALLS SHOULD GO TO THE UNDERSIDE OF THE PURLINS U) 12 z 1/41 E- C30821240-O-) 7 -------------- ------ ------- -- ----------- --------------- ------------ -------------- ---r --------------- I:L4 s I "71.1 iII III11}1�1IIhI�11IIII1III—�(! IIIIIIIIII II..IIIIIIIIIIII 0308212400 1IIi•,'II1Ii1I 1II1 1IIIIiI111•,..,11IIIIi1I111 iiI( Date 0 1*1 v) 022100 1 0 (3-08-2226-600 Z F-4 N 7 z 0 kF!Y. 0 z Pi 0 0 11 1*1 (3-08-21-24-00-) (3-0-82-121-0-0) E"__4 0 E­ C308222600 Q) E- Z M �D Z Q) H t 1 2 23 22 Drawn by F-- (3_08_21_240_0� (30821210-0) C3 0-8 2-2 2 6-0-0) Scale I—off 1/2 1 j F== Plan No. P52167 Order No. 15"1 BOTH SIDES OF WALL L 3j 01-HER SIDE OF WALL IS MADE UP OF: wi SAME PANEL FOR 246257 & 246258 REF. TYP. 60'-0" REF. Sheet No. EC. PURLIN _UMN T L CON UMN SEC t �ru c ine P TRANSVERSE PANEL LAYOUT COLUMN LINE 4 BLDG 3 F 1 . 2 BY 8g FIELD CUT PARTITION PANEL REOSION Dote FIELD CUT PARTITION PANEL TO MATCH THE ROOF PITCH. LAP PARTITION PANEL ONTO RAKE ANGLE (IF PRESENT) AND COLUMNS. PART # INDEX 90 EXCESS PARTITION PANEL PART# DESCRIPTION USE THE EXCESS PARTITION PANEL TO FILL GAPS. CUT THE PANEL SO THAT IT WILL OVERLAP BOTH THE RAKE ANGLE (IF PRESENT) AND NEAREST 308215300 29 a. PT. panel, 12'-9" Ion INTERIOR COLUMN. ALIGN THE RIBS OF THE PANEL WHEN CUTTING IN 308217800 29 a. PT. panel, 14'-10" Ion ORDER TO GET A TIGHT FIT. FILLER PIECES AT PEAK DO NOT NEED TO LAP AT RIBS. 91 EXCESS PARTITION PANEL FOR THE NEXT WALL IN THIS CASE THE EXCESS PANEL WILL WORK BEST ON THE NEXT PANEL WALL. CUT THE PANEL FOR THE NEXT WALL OPPOSITE TO GET THE EXCESS PANEL NEEDED FOR THIS WALL. (CUT LEFT AND RIGHT HAND PIECES AS NEEDED.) 12 PARTITION PANEL ALONG INSULATED WALLS 6 1/41 SHOULD GO TO THE UNDERSIDE OF THE PURLINS v El ��=CUT* I I I I I I I I I FIELD CUT 9 I II II II I I I II II I II II II II II II — --I�--------------- --------------- ---- -- I I.I — — ---- ---------------I-rl ------- ------ -- I i I' —IT — ------- �I' IT I'I II TI +I ----- ------- ------ ---- II III II II I I 11 II II II -------------T--------- —I 'I I•I I • I•I I•I I I•I I• I'I I'I 308215300 I I I 308217800 ( 308215300 .I I,I � I I III 0 1 1 I I I � I I I I.I I I.I I'I 30821780o I.I I. I•I I.I 7 I I I I j III I I I I I �•I j•j 1.1 � I II I II II I II I � Fl. i I II I II III II II I II III II II I I II II I 1 308217800 i•i .i 308215300 i I I I I 308215300 i i l I I I 308217800 ( I 4F N&, 10 'I I•I I.I I I.I I.I I.I I. .I I.I I.I I.I I.I I.I , I. � CD ��'��, �'���* 1�1 . II I II II III II II I r� / IlHowa ci,if I I III I'I 22. 4�.}43: II I II II III II II I I•I I.I I. GaA ,y�,' 308217800 I I i I I I• I308215300 I I I I 1 308215300 III I I 308217800 I•I II.I I.I I•I I. I.I I•I I I I I.I I,I I I I I II II III II II I II II II III II II I II I.I III II I.I II I.I II III I.I II I U � � 3j" (n IQ" ,� o REF. TYP. 60'-0" REF. � � .c vi j A TRANSVERSE PANEL LAYOUT — BLDG 4 Q. �� � � � o o . J a a m w Oi U 4 p I = o a� o o �n ' 3 k m J (D 3 I I 6 Q oEa 12 1/4 I 308217800 FIELD CUT 91 308215300 I I II I E El I I I I I I I L, FIELD CUT 9 I' ---------------II ----------------4 II II II I II I•I III —II — I. I I.I— ------�.I---------------I-t ——————---------+I--- II it I i i I I I I I III I ------------Ti---------------I- I'I IeI II 308217800 I 308215300 308215300 II 308217800 I I I � I I II•I I.I I I I I I I 0 I.I I I.I I.I I. 7 I I'I I'I I•I I I I 7 I II 1.1 I II II III II II I II II II III II II I F1. I I ' I i I II 11 III II 308217800 I.I I'I 308215300 I•I I•( I I•I 308215300 •I I I' • I I ( I I O I I I I O I I I I I I I I 0 I I III I I 30821780o I I ( I I i •I r I'I I.I II.I I'I I,I I, ,I I,I I,I I I.I I;I I'I � I• i I II II III II II I I II II III II II I I II II III II • I II II I II II 11 III II II I II•I I.I I.I Pi I I•I I.I I. I'I I'I I•I I'I z 30821780o I II'I 308215300 I'I I I' I i 1 1 O III I'I 00 I•I I I.I I I 3os2153oo i•i I I I•I I 3oa2178o0 0 I I I I•I I. I.I I•I I I.I I I E- I I I I I III I I I I I I I I I I�I III I I I�I I I I I I.I III I I I.I I. I.I I.I I I III I.I I I I a w w a 3 " � W REF. TYP. 60'-0" REF. 0 B TRANSVERSE PANEL LAYOUT — COLUMN LINE 4 BLDG 4 c o z a h H zz x 0 � w � 0-4 x zC\? 00 o_ E'—'., &-4 0 o W a ~ E-' E-4 U 7 N Z o � a Date 2/23/22 Drawn by JMN Sco/e 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. F1e3 08 FIELD CUTTING REVISION o fe PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS PART# INDEX BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK PART# DESCRIPTION NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 176312400 exterior wall panel, 10'-4" IWHT 3615314400 26 a. SW. trim panel/frame, IWHT 12'-0" 78 EXTERIOR A—PANEL 376314400 26 a. CNR. trim panel/frame,frame IWHT 12'—O" FIELD CUT FIRST PANEL TO REMOVE FIRST RIB IN ORDER TO MISS THE BOLT HEADS WITH THE PANEL SCREWS. ASSURE THAT THE PANEL RIBS ARE 4213312200 26 a. sill trim IWHT 10 -2 long OFFSET FROM THE 1 —0 GRID LINE. 5045010026 26 a. eave trim dsw 10'-2" MBLK 5045011026 26 a. eave trim bsw 10'-2" MBLK 6 6 5 2.0 5 010026 5045010026 5045010026 5045011026 176312400 ✓¢� N eX HEADER HEADER HEADER � � qq 2.0 - !Howar€cis,f I 122:03. 4 ,J SIC) DOUBLE JAMB CSTARTER JAMB STARTER JAMB STARTER JAMB SECTIONAL DOOR SECTIONAL DOOR 13 SECTIONAL DOOR 14 2 2.0NF2. 2' (3 c rn c � rn — o N k c o Lv aLi CIO 376314400 366314400 366314400 ~ �' °i C) BLANK } � ° ENDWALL ` U i Q ° a 3 J 0 W c 6 k m tructural Vi'nue ctural 426312200 = O E ne a a .'Z U c Q A SIDE WALL ELEVATION B SIDE WALL ELEVATION ° TEMPORARILY FASTEN SILL TRIM WITH 2—SCREWS. PLACE SCREWS WITH NOTE: TEMPORARILY FASTEN EAVE TRIM WITH 2—SCREWS. PLACE SCREWS WITH TEMPORARILY FASTEN EAVE TRIM WITH 2—SCREWS. PLACE SCREWS WITH 711)881 CONSIDERATION AS TO WHERE PANEL RIBS WILL LOCATE LATER. THE RIDGE CAP (NOT SHOWN) IS FASTENED CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL 4 x 7/8 SILL TRIM MAY REQUIRE FIELD NOTCHING WHERE BOLT HEADS MAY TO THE ROOF UNDERNEATH THE RAKE BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO AC HEAD. ss RoOF CAUSE TWISTING OF THE TRIM. TRIM SHOULD BE INSTALLED FLAT. TRIM WHEN NECESSARY. CLOSE THE GAPS. BE SURE TO HIT THE UP OF THE TRIM. CLOSE THE GAPS. BE SURE TO HIT THE UP OF THE TRIM. ADAPTER TRIM RAKE TRIM SS ROOF ZAC HEAD' \ / ROOF PANEL RAKE ANGLE RAKE ANGLE ROOF PANEL ROOF PANEL ;r COLUMN CAULK TAPE (CUT TO LENGTH) 2 pLCS / 12-14 X 1 1/4" A—PANEL �CREw 760600 EAVE SPAN CHANNELr z o #12-14 x 1 1/4" 760600 COLUMN '� EAVE TRIM I 760600 SCREW 2 x 3/4' GIRT OUTSIDE CLOSURE BASE TRACK 0 0 2—PLCS I —(SIDE ROOF CLOSURE ) CREW p — 12-14 X 1 1/4" 0 0 REFER TO ROOF PAGE ssoo TOP CHANNEL 0 A—PANEL CREW EAVE SPAN CHANNEL 760600 #12 SCREW 4� O OUTSIDE 0 CLOSURE BACK SCREW 3'-0" O.C. INSIDE CLOSURE PURLIN w� � 760600 79500 BACK SCREW 3'-0" O.C. DOOR SIDE ALL SILL TRIM PEAK BOX �' (IF EAVE STRUT IS PRESENT, EAVE TRIM BACK SCREWING IS NOT POSSIBLE) HEADER EW COLUMN 0 #12 x .75' JAMB SCREW SW COLUMN A—PANEL FOUNDATION 08 RAKE TRIM 0 A—PANEL E- BLANK ENDWALL/RAKE TRIM EXTERIOR WALL/SILL TRIM PEAK BOX BLANK SIDEWALL/EAVE TRIM DOOR SIDEWALL/EAVE TRIM W 1 CONNECTION DETAIL 2 A-PAN EL/GIRT CONNECTION 3 CONNECTION DETAIL 4 CONNECTION DETAILS CONNECTION DETAIL 6 CONNECTION DETAIL NOTE: IF NEEDED NOTCH OR SLIT ENDCAP FOR 0 Ix E- 4" 4" 4" ROOF PANEL OR ADAPTER TRIM CLEARANCE. E tructural tructural STRUCTURAL IWHT SIDE THIS WILL MINIMIZE ROOF LEAKAGE AND THE ne COLUMN ne COMPONENTS 1'-0" 1'-0" 1'-0" AMOUNT OF CAULK NEEDED WHEN INSTALLING. 1-1 a W CST JAMB STARTER Z 3'-0" COVERAGE REF. O JAMB TRACHTE 26GA, WALL PANEL PROFILE O 0 W 13-1 STRUCTURAL COMPONENETStructural W 'a RIVET Lne 779600 AS SHOWN USE 779600 AT 04 U► 04 36" O.C. INTERIOR OF BUILDING THE BOTTOM. AT TOP OF RAKE TRIM 0 0 0 SIDEWALLS USE 779600. z x tructural SIDEWALL AT THE TOP OF ENDWALLS TRIM USE 779500 ON EXTERIOR NOTCH a E—' E'' W na RIVET COLORED SIDE 1'—O" 1'—O" SIDETHA OF PANEL OPPOSITE (IF NEEDED) �i Z 0 � 36 36" ON CENTER EXTERIOR 26GA WALL PANEL 779600 A—PANEL CORNER TRIM TYP. TYP. co i 37 END CAP t..te,d titro ne 1 1/4" COLORED SCREW) Dote TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1r FROM THE 2/23/22 STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. EXTERIOR OF BUILDING TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1j" FROM SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET IWHT SCREWS IWHT SIDE IWHT A—PANEL Drawn by THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED THE TRIM IN PLACE WITH MATCHING COLORED RIVITS. THE CORNER JMN HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. TRIM SHOULD BE PLUMB. WALL PANEL IS INSTALLED WITH 1 1/4" COLORED SCREWS WITH THE COLORED SIDE TO THE EXTERIOR. USE THE 1 1/4" SCREWS TO FASTEN PANELING TO THE i' Scale DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED STRUCTURAL COMPONENTS OF THE BUILDING USUALLY GIRTS OR EAVE/8ASE ' RIVETS. THE CORNER TRIM SHOULD BE PLUMB. ANGLE AND CHANNELS. THE TOP OF A ENDWALL WILL FASTEN THROUGH THE �/ 1/2" = 1'—��� RAKE TRIM AND INTO THE PANEL — SEE RAKE TRIM DETAIL i' Plan No. EXTERIOR CORNER TRIM BLANK EXTERIOR SIDEWALL TRIM BLANK P52167 WALL & DOOR JAMB FASTENING WALL & DOOR JAMB FASTENING Order No. A- PANEL PROFILE AND LAYOUT 246257 & 246258 13 DETAIL 14 DETAIL 18 DETAILS NOTCH ENDCAP AT RAKETRIM Sheet No. F2 . 0 11 PANEL 11: JAMB TRIM SHOWN REVISION By 16 PDL DOOR ANCHORS Date PART # INDEX PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE THEN REFER TO THE RECESSED ENTRY PAGE. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW PART# DESCRIPTION 13 FASTENER COLORS HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 176312500 exterior wall panel, 10'-5" IWHT MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC 176312800 exterior wall panel, 10'-8" IWHT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE PLUG TO COVER THE HOLE OF A 5:Y4" DOOR JAMB. ON DOORS WITH A 176313100 exterior wall panel, 10'-11" IWHT VISABLE UPON COMPLETION OF WORK. 4%4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 322619200 rake trim MLBK 16'-0" Ion INSTALLED. 376314400 26 a. CNR. trim panel/frame, IWHT 12'-0" 426312200 26 a. sill trim IWHT 10'-2" Ion 5045007163 26 a. header "J" 1"x 1.38"x 6' IWHT 5045007263 26 a. lamb "J" 1"x 1.38"x 7'-6" IWHT 779341 1peck box 1 4:12 & 1 2:12 pitch 779341 4 2. 322619200 1 TRIM EXCESS PANEL AT 176313100 176313100 _ _ 2 STRUCTURAL LINE, BACK— ,KE — LAPPING IS OPTIONAL ANGLE 5045007163 176312500 176312500 176312500 176312500 176312800 176312800 176312800 176312800 176313100 176313100 176312800 176312800 176312800 176312800 17s312500 176312500 176312500 176312500 2 / 2.0 13 2 2.0 21, 13 � . 5045007263 4.2.0 r •�'� i-10 V" * t 1 eoig 376314400 IlHowa`du DOOR y .0 2.0 � 22.03. �? SIDEWALL DOOR �A 0931E73.3S o ' 3 SIDEWALL dFESSOLL k� lLz__ A �l 1� 11 � l 11 ll� 11 ��ll 2. 426312200 �j -� 12'-0" 12 —0�� 12'-0" � 12'-0" 12'-0" rn o 60'—O" A END WALL ELEVATION - BLDG 3 o .o o 07 L � vi � Za a J a o d m 4i � ° 176313100 176313100 779341 2. 1 TRIM EXCESS PANEL AT f— o m , —— 176313100 322s192oo 2. STRUCTURAL LINE, BACK— v a n, o RAI{E AN 13LE LAPPING IS OPTIONAL Q .� _Q o �, a 5045007163 176312500 176312500 176312500 176312500 176312800 176312800 176312800 176312500 176313100 176312800 176512800 176312800 176312800 176312500 176312500 176312500 176312500 / 2.0 13 2 13'NE 2.0vr 2. 5045007263 2.0 376314400 18 376314400 DOOR11 2'0 DOOR SIDEWALL--s 43� SIDEWALL 12'-0" 12,—p„ 426312200 12'-0" 12'—O" 12'-0" 60'-0" B END WALL ELEVATION - BLDG 4 E- w w A o E, E- � d A—PANEL NOTE: MOUNT SWING DOOR PER A—PANEL MANUFACTURERS SPECIFICATIONS Z a CLOSURE Z W tructural 12t X 1 1�4" 13 ne CLOSURE .CREW 0 I pq 504;i007263 11 CQ O 0 O EXTERIOR ° aH-� O E w COLD —� a Z \ r W EOA 16 0 �, A—PANEL a r BASE TRACK)SUET—FRAME GIRT Date BASE TRACK 7sosoo 2 23 22 Drown y JMN V2 x 1 1/4" CREW Scale 5045007163 Plan No. SUNG SEALANT HEADER DOOR ER Order No. 246257 & 246258 PDL DOOR TRIM DETAILS THRU 2 PDL SWING DOOR HEADER Sheet No. JAMB/LATCH CONNECTION DETAIL F2 . 1 REVISION ey Date '?APE SEALER NOT SHOWN FOR CLARITY" 710962 USE A 2' x 2' CUT TO 23 3/4" LONG AS A SPACER TO PART # INDEX HOLD 24" CENTERUNES FROM PANEL TO PANEL (AT FASTENING LOCATIONS) � 71199_ SSR PANEL PART# DESCRIPTION 23 3/4" T.d. 511123 8-1 f3 x 3 4" HWHSD screw, BWHT 8 710911 2'-0" STANDING SEAM ROOF PANEL A i 710952 NOT REQb O 5910006218 18 a. save to angle, 6.75" x 2" x 9'-10" , e 7 s 5 4 3, \ --__ ENDS, STEPS, OR 7109M EAVES 5920019982 26 a. adapter trim 16'-0" Ion � � � � � I ------- 7,0989 710881 Tri—Bead Toe Sealer aie. THERMAL SPACERS -___ 2 PER CLIP 710892 Minor Rib Tape Sealer ,N��7109890' D.C. ---- 71,99_ THROUGH EAVE TRIM THERMAL SPACER & EAVE SPA ANGLE NSIDE 710911 Metal Inside Closure tructural SAVE TRIM CLOSURE PURLIN PURUN U �FASTEN TO U END ANCUPSFRAMING tructurol ne W/STRUC. LINE) INSTALL 4 3/8- LEG VERTICAL 710962 high floating SS CII ?� -________- DRILLING SCREWS #710969. VERTICAL LEG FLUSH lne �D• - ATTACH PANELS TO SAVE AND INSIDE CLOSURES AT THESE (8) -_____- 710967 standingseam roof shaping tool LOCATIONS USING #12-14 x 1 1/4" ZAC® HEX HEAD SELF-DRIWNG --- INSULATION 2 �1�- FASTENERS • ENDWALL PURUN TEMPORARILY FASTEN THE LAST PANEL ++ 710881 (CUT TO 5") aD 710969 12-14 x 1.25 Hex head screw \ — WITH A FASTENER OR VISE-GRIPS. THE - FASTENERS MUST PENETRATE TRI-BEAD TAPE SEALER, INSIDE M PANEL WILL BE ATTACHED PERMANENTLY SSR PANEL OVERHANG AT EAVE 710977 12 X 1.25 SDWW ZaC screw, GALVM EAVE SPAN ANGLE CLOSURES, EAVE TRIM AND UNDERLYING EAVE SPAN CHANNEL .mm WHENNS ESE TRIM AND ADAPTER TRIM - BUILDING WITH GUTTER: 1-1/2' TO 2-1/4" BEYOND FACE OF EAVE TRIM - IT IS ESSENTIAL THAT NOMINAL PANEL WIDTH IS MAINTAINED AT EAVE TRIM THERMAL SPACER 710984 R-5 thermal spacer - BUILDING WITHOUT GUTTER: 5" TO 6' BEYOND FACE OF EAVE TRIM EAVE, WITH PROPER INSTALLATION OF INSIDE CLOSURES AND BY RAKE ANGLE mmm 710985 R-5 'thermalspacer Cover INSTALLING FASTENERS IN PROPER SEQUENCE 710986 thermals acer, 5 B" O t�uetural 2 EAVE FASTENER SEQUENCE 3 PURUN 24" O.C. O O RAKE SUPPORT c«� ,B` Q.C. DEPENDENT 8 TERMINATION PANEL --- -�� 710988 Insulation su ort bandin 1" FIRST PANEL EAVE TRIM O oN sHEEr MIDTH) 71199_ Rake Support Angle, length varies NOTE: DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL LINE. INSULATION NOT SHOWN FOR CLARITY ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY TO 760606 12-14 x 2 ly 12" HWHSD screw 7,o9n 7,osn SHOW PARTS UNDER IT. 2-0 #12-14x1.25' ZAC HEAD 710989 2 PER CO 710969 710985 2 PER 710969 2-14x1.25' ZAC HEAD 710881 2-14x1.25` ZAC HEAD 710881 �0881 „�H 2'-0" McELROY STANDING SEAM � 5920019952 (NOMINAL) ROOF PANELS 24 ga. ' I 710881 SEE EAVE FASTENER ROOF PANEL M C J ` 766000 1.5 ' o.d. fender washer E710W962 7,0s64 PATTERN DETAIL I�HOWB,c#''r ++ p++ ++ > » TANDING SEAM 710989 STANDING SEAM 5920019982 710MI 7810785050 insulation 12 tabs 8 X 5'—0 X 50 —0 UN-FACED INSULATION 768000 ROOF PAN 2-14x1.25' ZAC HEAD 71199- % t��� RUNNING THE WIDTH OF ROOF PANEL 5920019982 710881 "• r 22.03. 1- % BUILDING OVER PURUNS $ 710911 780808 71088' LINE OVER A EACH INSIDE DE ROOF PANEL 710982 8 INSIDE CLOSURE T�-8. � 2-14x1.25' ZAC HEAD fi A . INSIDE CLOSURE #710911 INSIDE CLOSURE #710911 71199_ CLOSURE FOR THE ENURE EAVE 71199_ V-6" MCELROY STANDING SEAM LINE ALONG EAVE SPAN ANGLE 710984 (NOMINAL) 7toe81 7loeet 7109ss RIWnr ROOF PANELS 24 ga. �``�-.�•_ 5' BELOW CLOSURE ONLY ; 5' BELOW LIRE ONLY RAKE ANGLE 710985 BIRD STOP - ' & ABOVE CLOSURE de ABOVE CLOSURE RAKE ANGLE 71Q881 M ACROSS ENTIRE EAVE 710969 CUT TO FORM AROUND THE TRIM ACROSS ENTIRE EAVE. HEADER or CHANNEL SIDE WALL EAVE TRIM 'A' PANEL 710881 'A PANEL a o m 2 PER CUP 710581 SPA ANGLE SEAMING NOTE: EAVE TRIM EAVE SPAN ANGLE GLE ° ° VISUALLY CHECK TO SEE THAT THE EAVE SPAN AN EAVE SPA ANGLE COLUMN d: STARTER JAMB ° ° PURUN 710967 SEAMS HAVE SNAPPED THE ENTIRE (30) LENGTH OF PANEL WHEN ASSEMBLEDCIO 5910008218 HEADER (CONFIRM COLUMP POSITION CORNER TRIM CORRECTLY, THE SEAM WILL LOCK o CLOSURE PURLIN W/FLOOR PLAN) COLUMN TOGETHER MATH REASONABLE PRESSURE Uj p EAVE TRIM APPLIED NA1H HAND OR FOOT :2QC3 3 p EAVE TOP e�NO 7tooee 5910008218 HOWEVER, IF A PROBLEM IS p 2INSULATION FLAME AND SMOKE RATING CHANNEL ATTACH TO JAMB NOTE: INSULATION NOT SHOWN FOR CLARITY STARTER JAMB ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER, SUCH AS 2 THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE VAPOR BARRI AN INCORRECTLY INSTALLED CUP, DAMAGED PANEL UP, OR A BUBBLE [n 00 BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 TO INTERIOR LONG TAB INSULATION ELENGTH NOTE: HEADER k JAMB SIDEWALL IS CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS SUPPLIED THAT o 0 o N RUNNING THE LENGTH OF � L cp U SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES BUILDING BETWEEN PURLINS SHOWN. SIDEWALL MAY BE A-PANEL SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM EFFORT. (n ` , �; _ , a BLANK ENDWALL & BLANK ENDWALL & SIDE WALL HEADER 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TABS WRAP OVER PURUN U Q � c ° o TO MEET OR EXCEED THESE REQUIREMENTS. BLANK PANEL TOPS SIDEWALL STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM ? a o a v O SIDEWALL ROOF INSULATION w�SS—ROOF W DOORS 10 DETAIL AT EAVE G DETAIL AT PURLIN G & RAKE TRIM DETAIL 15 ROOF PROFILES a , ` 3 O 0 6 RAKE ANGLE / ADAPTER TRM LOWER RAKE ANGLE IS NOT NEEDED ON 1/4:12 PITCH BUILDING W/ ENDWALL DOORS NOTE: FOR THE LONG TAB BANDED ROOF SYSTEM THE TOP LAYER OF INSULATION '� Lr M o PLACE ACROSS ND WALL FRAMING WITH VERTICAL LEG FLUSH WITH BUTTING SEAMS WILL SIT ABOVE THE SIDEWALL TRACK AND PURLINS. SCREWS WITH FENDER W c U — c WASHERS ARE NOT REQUIRED. LLj 3 k S E I 3 STRUCTURAL LINE. INSTALL 3 %" LEG VERTICAL. NOTE THAT RAKE ANGLE 710952 AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE #12-14 X 1-1/4- SCREW 2 PER CLIP U LINE OF THE BUILDING. e UNFACED INSULATION Q w U p 7 ROOF STANDING SEAM e H �� p p TER TRIM 4' ROOF INSULATION e a � d NO VAPOR BARRIER ti .� I` � � �' THERMAL SPACER 2 43 ® SSR PANEL PLACE ACROSS ND WALL FRAMING WITH VERTICAL LEG FLUSH WITH 7109M 5 8' e STRUCTURAL LINE. INSTALL 4 %" LEG VERTICAL. NOTE THAT RAKE ANGLE START WITH 3'-0" WIDE INSULATION, 710881 AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE THEN FOR RCON INUE WITH DER OF ROOF " ROLLS Ilk LINE OF THE BUILDING. o �g INSIDE CLOSURE PURLIN s 199_ SW TOP TRACK FIELD CUT CLOSURE AT STRUCTURAL LINE IF END WALL HAS CLOSETS. DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY RESULT INPMANE 760606 F P CUT CLOSURE TO EXTEND 1 Y4" PAST STRUCTURAL LINE IF END WALL IS STTAANDNG'WA R.DAM OR AESTHETICO TE DAMAGE.ANEL DAMAGE MAY INCLUDE ROOF LEAKS, 7,0985 I �' w A-PANEL. DO NOT, UNDER ANY CIRCUMSTANCES, STEP ON THE PANEL AT THE PANEL ENDS 710892 UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE RAKE ANGLE - ROOF PANEL APPLY TRI-BEAD TAPE SEALER 9 ROOF CLIP WEIGHT OF A PERSON AT THESE LOCATIONS. SPAN CHANNEL TO MALE LEG OF SSR PANEL 9 EW PURUN STARTING END 0 DIRECTLY OVER INSIDE CLOSURE POSITION THE CLIP AT EACH PURLIN. ROTATE THE CLIP ON THE MALE LIP IF THE PANEL MUST BE WALKED ON. PROTECT IT WITH 2xt2 PLANKS THAT SPA (cm s=srmr e sonar m ACROSS A MINIMUM OF 3 PURUNS. THESE PLANKS WALL HELP TO DISTRIBUTE THE OF MW STEP] 50' LONG, 8' THICK, LONE TAB I• VENDWALL IVT COLUMN UNTIL VERTICAL. IT IS IMPORTANT THAT THE CLIPS PROJECTING LEDGE FITS LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS OR FREOUENCY i„_ .FSNUGLY UNDER THE PANEL'S HORIZONTAL LEG AS SHOWN. FASTEN TO TRAVEL ARE IXCESSIVE EW COLUMN OF BUILDINGINSULATION RBNNETWEEN PURLINS. AND #710988ING THE LENGTH 7810785050TABS WRAP OVER PURLIN TOPS. Bands should be placed VAPOR PUP,LIN INSIDE CLOSURE PURLIN. THE PANEL CLIP HAS FACTORY APPLIED SEALANT IN THE UPPER THE ROOF SHOULD BE SWEPT CLEAN OF DRILL SHAVINGS AT THE � BARRIER To LIP. IF A CLIP MUST BE REMOVED, A NEW CLIF MUST BE USED OR RUST F EAC WORK DAY. FAILURE TO DO SO MAY RESULT IN c<<�,d 5'-W and 2'-0' WIDTHS s2� 5tWth White INTERIOR RAKE ANGLE GUN-GRADE SEALANT INSTALLED IN THE UPPER LIP. 16 17 RAKE ANGLE 18 ROOF INSULATION FASTENING GOVERHANG DETAIL AT LAPPED21 TAPE SEALER AT NOTCH DETAILROOF PANEL & INSULATION LAYOUT U .035 LAP DETAIL RIB & . 12 PITCHs O 43 INSULATION INSTALLATION SSR PANEL (1YP.) IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSTALL THE INSULATION WITH CONSIDERATION THAT ALL VOIDS IN AN INSULATED WALL NEED TO BE FILLED WITH INSULATION. CARE SHOULD BE TAKEN TO ASSURE THAT ° ° APPLY ONE HALF OF MINOR RIB TAPE SEALER AT EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS EACH of THESE LOCATIONS TO COMPLETE SEAL AT ° EAVE. MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND ° 710881 CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT fgyF ° SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE 8 AIM - 71o8s2 DISCRETION OF THE ERECTOR AND/OR OWNER. 710892 YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE 710892 II 1 CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR). 710881 ��'"r'✓�\\` `�� CUT MINOR RIB TAPE SEALER IN HALF WIDTH-WISE T la I AND APPLY ONE HALF TO UNDERSIDE OF EVERY I I �`^ T° NSIDE MINOR RIB OF SSR PANELS, POSITIONED TO CROSS ? \\Y CLOSURE (TYP.) TRI-BEAD TAPE SEALER AT EAVE; NOT REQUIRED , AT HIGH EAVE OF LEAN-TO WITH HIGH EAVE TRIM AND OUTSIDE CLOSURES. ( �� Js� APPLY TRI-BEAD TAPE SEALER ON w TOP AND SIDES OF EACH INSIDE w CLOSURE TO COMPLETE SEAL AT EAVE. A APPLY TRI-BEAD TAPE SEALER CONTINUOUSLY ACROSS TOP OF EAVE TRIM, POSITIONED TO CONTACT UNDERSIDE OF INSIDE CLOSURES AND I 0 O TRI-BEAD TAPE SEALER APPLIED OVER INSIDE CLOSURES. 24 TAPE SEALER APPLICATION AT EAVE Z W O oo � r� xC\2oo z z A � z � H E, UU)) o � Dote 2/23/22 Drawn by JMN Scale N.T.S. Plan No. P52167 Order No. 246257 & 246258 Sheet No. G1 * 0 son 02 POWDER ACTUATED ANCHORS (BY OTHERS) 08 "TRIM" FIELD CUTTING REVISION By III POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE TRIM PROVIDED FOR OUR BUILDINGS OFTEN NEEDS FIELD CUTTING. ALL FIELD CUTS TO Date ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS TRIM SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do ANCHORING AS NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD PART # INDEX SPECIFIED, ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK PART# DESCRIPTION NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 206410800 24 a. flLlsh anel 12" x 9'-0" BWHT 04 INSTALLATION PROCEDURES FOR ZAMAC HAMMER—SCREW ANCHORS A). USING THE PROPER DIAMETER CONCRETE BIT (NOT PROVIDED). DRILL A HOLE INTO THE 13 FASTENER COLORS 5000010964 jamb DE3L. roll—up door, 9-0 22 qa BASE MATERIAL TO A DEPTH OF APPROXIMATELY 1/4" DEEPER THAN THE REQUIRED FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. 5001031064 iamb SIR., roll-up door, 9-0 22 ga EMBEDMENT. OUR ANCHOR P/N 104168 REQUIRES A OY4" HOLE 1Y" DEEP. BLOW THE GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE 5022084964 header, roll-up door, 9'-0" 8-8 22 ga HOLE CLEAN OF DUST AND DEBRIS. VISABLE UPON COMPLETION OF WORK. 5045001864 22 a. to bottom channel trim 10'-8" long B). INSERT THE ANCHOR THROUGH THE FIXTURE. HAMMER THE SCREW INTO THE ANCHOR 15 FASTENING PANELS 5045009264 22 a. burglar bar, 10'-2" long, hot BWHT BODY TO EXPAND IT. BE SURE THE HEAD IS SEATED FIRMLY AGAINST THE FIXTURE AND FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A 5050000116 16 a. base plate, no-notch THAT THE ANCHOR IS AT THE PROPER EMBEDMENT. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM 5050000818 18 a. top trim clip C). TO REMOVE THE ANCHOR PRESS A SCREWDRIVER FIRMLY INTO THE SCREW HEAD AND CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 508674 8-18 x 1 2" HWHSD screw BWHT TURN COUNTER-CLOCKWISE. PRY THE SCREW FROM THE ANCHOR BODY, THEN PRY OUT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN THE FIXTURE AND ANCHOR BODY. CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN UNDESIRED APPEARANCE. 5� BASE PLATE REFERENCE HOLES HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 1.0 11 12 2 1.0 1.0 5045009264 508674 \ 1.0 508674 5045009264 / 5045001864 i 5045001864 I 5045009264 / \ 5045009264 \ / Ll 5050000818 5050000818 \ / / I OF N' INTERIOR 5045001864 \ // \ �/ \� /yl ,�"t�'���,NO���� INTERIOR 5045001864 ---- --------- -- ------- - t COLUMN COLUMN 5050000818 5050000818 A .A. HEADER INTERIOR HEADER INTERIOR J 'Ifs C COLUMN 5022084964 5022084964 „ I,Howa JAMB JAMB I l" 2Q22.03. /. 5000010964 5001031064 5001031064 5000010964 QA �t,{,/,�' FESSIO� INTERIOR INTERIOR 206410800 206410800 INTERIOR INTERIOR COLUMN COLUMN COLUMN COLUMN PARTITION PARTITION PANEL PANEL 7'-0" REF. 7'-0" REF. V c � C •� a� U O 5045001864 4 W L c .o 02 5045001864 � o a' � � t Z3 a • 00116 d 5050000116 d ♦ d / / 1 / Z o 6 / \ / 5050000116 5050000116 \\ 1.0 / \ / \\ 1.0 CO o°, c ° o 50500 d L d n L A d" L \ .B _ 4'-6 • RED. / . . . I. . . \ a s 3 / \ 4' 8 REF d •. \< , %\ J D 1 FINISHED CORRIDOR WIDTH » % \d d •. 3 FINISHED CORRIDOR MADTH 5•-0• 4 3 3 10 -0 �__ �__/ 10 -0 �— / m ° '� _ � 00 o 5'-0• 1.0 1.0 0 1.0 tructural tructural W U m 3 STRUCTURAL LINES STRUCTURAL LINES C I "E- tructural tructural tructural tructural ine ine ine ine ~ v. tructural tructural = t•. •� ine ine ine ne Q G TYPICAL LONGITUDINAL CORRIDOR SECTION TYPICAL LONGITUDINAL CORRIDOR SECTION C TYPICAL LONGITUDINAL CORRIDOR @ INTERIOR COLUMNS TYPICAL LONGITUDINAL CORRIDOR @ COLUMNS � 0® PEAK G) NOTE: TYPICAL CONNECTIONS AT NOTE: TYPICAL CONNECTIONS AT NOTE: TYPICAL CONNECTIONS AT NOTE: TYPICAL CONNECTIONS AT A OPPOSITE END MIRROR THIS DETAIL OPPOSITE END MIRROR THIS DETAIL ' OPPOSITE END MIRROR THIS DETAIL. OPPOSITE END MIRROR THIS DETAIL rvturd TRIM CUP ructural tructural nktaro TOP TRIM CLIP in ine e BURGLAR BAR tne ructural tructurai /�`cr ine FASTENS TO A f� f� i a �� Oal Va tructural o/ �e �� / fo, BURGLAR BAR INT COLUMN 508674 I STRUCTURAL MEMBER COLUMN 508674 1 1 \ �" COLUMN /` TOP TRIM CLIP JAMB TOP TRIM CLIP I JAMB BURGLAR BAR _ ,_�„__; 760600 JAMB ( 104168 4 JAMB INTERMEDIATE FASTENER 760600 #12x3/4" SCREW TOP TRIM JAMB HEADER SCREW POINT TO HEADER TOP TRIM I I i 5050000116 THIS SIDE AS SHOWN 508674 I / HEADER INT COLUMN \ I 5050000116 I / �Oq JAMB BASE PLATE TNT COLUMN �0� JAMB I 104168 4 508674 ' � BASE CHANNEL I I � BASE PLATE ® ® OF JAMB FASTEN PANEL AT OVERLAP THRU BASE CHANNEL 12" O.C. W/ 508674 t+Jc`Ja� 2e (SCREW TO PULL SHORT FLANGE FLUSH) F HOLES ���o o° R F 1 15 ne oo HOLES LONGITUDINAL JAMB, HEADER, 2 LONGITUDINAL JAMB, HEADER, 3 JAMB BASE CONNECTION AT 4 JAMB BASE CONNECTION AT BURGLAR BAR CONNECTION FLUSH PANEL W AND TOP TRIM CONNECTIONS AND TOP TRIM CONNECTIONS INTERIOR COLUMN LOCATION COLUMN LOCATION 5 6 CONNECTIONS E- � A v) Q a NOTE: OPPOSITE WILL MIRROR STARTER JAM NOTE: pa JAMB NOTE: O THIS DETAIL Z Ix BURGLAR BARS WILL FILL GAP ABOVE CORNER TRIM GAPS SMALLER THAN 7" DO NOT NEED � Z 171 CORRIDOR. WITH GAPS NOT TO EXCEED 7". " Z W � BURGLAR BARS. O U1 �'- CORRIDOR PANEL O O W O Z Q A OOR CURTAIN 508674 a IreQ H E 4 0.'+ I JAMB II I Z�I� tructura KICK PLATE o ne 5045009890 FIE FIELD DRILL A HOLE ( I I PER LOCATE CUSTOMERS FOR SECOND ANCHOR 2/23/22 Date I 4 104168 I I REQUEST Drawn by m® 5050000116 JMN o - Scale FIELD CUT BASE PLATE o� » IN HALF 760628 1/2 = 1 -o _ O.C.12" 0•C Plan No. USE FOR ANOTHER —SCREW a� IF RIGID-RIB PANEL P52167 JAMB �NaO°` O.C. MEASUREMENT CORNER GUARD STARTER JAMB MAY BE DIFFERENT 5045009990 760628 Order No, TYPICAL INTERIOR 24" O.C. 246257 & 246258 COLUMN ARRANGEMENT DOOR JAMB AND DOOR 9 BASE PLATE CONNECTION AT 4 KICK PLATE & CORNER GUARD Sheet No. MOUNTING BRACKET STARTER JAMB CONNECTION DETAIL BURGLAR BAR SPACING HIM 02 POWDER ACTUATED ANCHORS (BY OTHERS) FASTENER COLORS REVISION Sy 13 Date POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE PART# INDEX ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED VISABLE UPON COMPLETION OF WORK. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & ANCHORING AS PART# DESCRIPTION SPECIFIED, 15 FASTENING PANELS FLUSH PANEL FLANGE ARE FORMED AT LESS THAN 9C* TO206410800 24 a. flush panel, 12" x 9'-0" BWHT FLAT PANEL SU FACES CLAMP PANELS TOGETHER PRIOR TO EACHLITATE SCREW 5000010964 jamb DBL., roll-up door, 9-0 22 ga 04 INSTALLATION PROCEDURES FOR ZAMAC HAMMER—SCREW ANCHORS CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM A). USING THE PROPER DIAMETER CONCRETE BIT (NOT PROVIDED), DRILL A HOLE INTO THE CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 5001031064 jamb STIR., roll-up door, 9-0 22 ga BASE MATERIAL TO A DEPTH OF APPROXIMATELY 1/4" DEEPER THAN THE REQUIRED INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN 5022084264 header, roll-up door, 9 -C" 3-8 22 ga EMBEDMENT. OUR ANCHOR P/N 104168 REQUIRES A OY4" HOLE 1Y4" DEEP. BLOW THE CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN 5022084964 header, roll-up door, 9'-C" 8-8 22 ga HOLE CLEAN OF DUST AND DEBRIS. UNDESIRED APPEARANCE. 5045001864 22 a. to "bottom channel trim 10'-8" Ion 8). INSERT THE ANCHOR THROUGH THE FIXTURE. HAMMER THE SCREW INTO THE ANCHOR BASE PLATE REFERENCE HOLES 5045009264 22 a. bur lar bar, 10'-2" long, hat BWHT BODY TO EXPAND IT. BE SURE THE HEAD IS SEATED FIRMLY AGAINST THE FIXTURE AND HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO 5045009890 kick plate, aluminum DIA. Tread 1' x 10' THAT THE ANCHOR IS AT THE PROPER EMBEDMENT. LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 5045009990 corner uard aluminum DIA. Tread 3" x 3" x 4' C). TO REMOVE THE ANCHOR PRESS A SCREWDRIVER FIRMLY INTO THE SCREW HEAD AND 5050000116 16 a. base plate, no-notch TURN COUNTER-CLOCKWISE. PRY THE SCREW FROM THE ANCHOR BODY, THEN PRY OUT 5050000818 18 a. top trim clip THE FIXTURE AND ANCHOR BODY. 508674 8-18 x 1 2" HWHSD screw BWHT 760628 8-18 x 3 4" wafer tek screw i 508674 5 2 1.i 5045001864 \ \ 5045009264 508674 5045001864 5045009264 o�' _.�� 5050000818 (SECONDARY UMN �� +t R1(31 ,r UM INTERIOR 5045001864 INTERIOR S� �� � COLUMN \ COLUMN 5050000818 5050000818 5050000818 III HEADER � y� _ I�Howa,Gi� JAMB 5022084264 5022084964 5022084964 11-1 5000010964 5000010964 5001031064 5001031064 5000010964 A INTERIOR INTERIOR INTERIOR � FES 51��� COLUMN COLUMN COLUMN 206410800 206410800 =CONDARY S CONDARY OLUMN PARTITION 7'-0" REF. PANEL 7'-0" REF. U � � ° ° N IV � o 1. 5045001864 5045001864 02 4 ~°c 6 .� ' 5050000116 5050D00116 \ i,i / \\ / \ 9 \ 0 Q Q) Q a o \° a e d 4. .. \' a ° r 4'_5- REF. ° FINISHED CORRIDOR WIDTH 5 10 —C —0 O0 Q 3 4 � o j 5'— tirue ictural tructural � 3 k ° STRUCTURAL LINESNESLjj Q, tructural tructural tructura' ltir,lu-� tural 0 nne = Q)U a, \ `o Q a o -0 a A TYPICAL TRANSVERSE CORRIDOR SECTION B TYPICAL TRANSVERSE CORRIDOR @ INTERIOR COLUMNS C TYPICAL TRANSVERSE CORRIDOR © SECONDARY COLUMNS Tmm CUP tructural ructural mctura f�va ne BURGLAR BAR l���c 'ne BURGLAR BAR tructural tructural ncf ne tural ° °� TOP TRIM CLIP 508674 "e I 'ne °' INT COLUMN FASTENS TO A COLUMN I STRUCTURAL MEMBER COLUMN TOP TRIM CLIP TOP TRIM CLIP TEK SCREW TOP TRIM TO > JAMB I I BURGLAR BAR THE JAMB RETURN 760600 JAMB i I JAMB INTERMEDIATE FASTENER 760600 I ; r I #120/4" SCREW TOP TRIM SCREW POINT TO TOP TRIM HEADER 508674 JAMB HEADER THIS SIDE AS SHOWN HEADER INT COLUMN i l i I 508674 JAMB �o� JAMB � i SEC COLUMN <0> BASE CHANNEL 4 104168 I5.0 ® I BASE PLATE 5050000116OF JAMB FASTEN PANEL AT i 104168 04 OVERLAP THRU BASE CHANNEL 12" O.C. W/ 508674 2 �� «`�G�`°� 5050000116 (SCREW TO PULL SHORT FLANGE FLUSH) DES 2 1 1 R F HOLES TRANSVERSE JAMB, HEADER, 2 TRANSVERSE JAMB, HEADER, 3 JAMB BASE CONNECTION AT JAMB BASE CONNECTION AT BURGLAR BAR CONNECTION G) SECONDARY5 FLUSH PANELAND TOP TRIM CONNECTIONS AND TOP TRIM CONNECTIONS INTERIOR COLUMN LOCATION COLUMN LOCATION 6 CONNECTIONS w � A Inq a NOTE: OPPOSITE WILL MIRROR NOTE: C) al o m STARTER JAMB BURGLAR BARS WILL FILL GAP ABOVE Z V o $ THIS DETAIL CORRIDOR. WITH GAPS NOT TO EXCEED 7". H >-, W GAPS SMALLER THAN 7" DO NOT NEED Z Z CORNER TRIM BURGLAR BARS. O CORRIDOR PANEL p 0 W �z P4 0 U OOR CURTAIN 508674 a H � JAMB10 tructural I KICK PLATE o ne I 5045009890 `n I Date I FIELD DRILL A HOLE I I FIELD LOCATE 2 23 22 ® FOR SECOND ANCHOR IIPER o® 4 104168 I I CUSTOMERS REQUEST Drawn by JMN 5050000116 Scale FIELD CUT BASE PLATE » - ff IN HALF 760628 1/2 1 -� • 12" O.C. Plan No. -SCREW USE FOR ANOTHER STARTER JAMB IF RIGID-RIB PANEL P52167 GLVO\ JAMB «� O.C. MEASUREMENT CORNER GUARD Order No. MAY BE DIFFERENT 5045009990 760 TYPICAL INTERIOR O.C. Sheet 246257 & 246258 COLUMN ARRANGEMENT 7 DOOR JAMB AND DOOR 9 BASE PLATE CONNECTION AT 4 KICK PLATE & CORNER GUARD MOUNTING BRACKET STARTER JAMB CONNECTION DETAIL BURGLAR BAR SPACING Hlel 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION ay STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. Dote USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE NOTE: PART # INDEX REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. START THE 1ST PANEL 4'-11" FROM THE SUB-FRAME COLUMN. TO PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS ASSURE THE 5TH PANEL FLANGE WILL OVERLAP THE SWING DOOR STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND JAMB. 3082 _ 29 a. PT. panel, GALW REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 15 FASTENING PANELS VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A 5050020412 12 a. STR. lamb base late STEP 3. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW » " CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM 5050027516 16 a. I'DL door CII 4 X 2 X 1.5 SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE 10 FIELD LOCATE TO CEILING HEIGHT: CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 5910006218 18 a. (save to angle, 6.75" x 2" x 9'-10" MAXIMUM TORQUE, TI,cS7 OR TIMPAcr.MAx RESPECTIVELY FOR THE SELECTED ANCHOR FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN " " DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE " " CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN 5911001214 14 a. E'XT. wall base track 3.88 x 4-8.5 Ion IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL B . UNDESIRED APPEARANCE. SWING DOOR JAMB 5911001914 14 a. f=XT. wall base track 3.88" x 5'-3" long STEP 4. BUTYL SUB—FRAME DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 123 BL CAULK AT J—TRIM LOCATIONS GIRT 5920002882 26cia. trim insul wall GALVM CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J-TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS 5920003863 18 a. trim inside CNR rec entry, 6"x3„ SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE 5920003963 18 a. '-trim IWHT CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 5920007163 18 a. mush panel, 8'-10 1 2" IWHT 0# POWDER ACTUATED ANCHORS (BY OTHERS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN 5920007563 18 a. ceiling panel, 4'-4" IWHT POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A 5W DOOR JAMB. ON DOORS WITH A 5920008063 18 o. -,eiling angle, rec entry, 1.5"x1.1" ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED AV DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 5TH PANEL 1ST PANEL 5920008982 18 a. an le insul PT. 1.5"x2.5"x12'-0" ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED ec CONCRETE SCREW INSTALLED. 4'-11" 2" ANCHORING AS SPECIFIED. 5920016363 18 a. flush panel, 8'-4 1 2" IWHT �3 INTERIOR SIDE OF RECESSED ENTRY 5920023463 18cia. trim header, 18" IWHT REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS 5955000163 18 a. SW EW header, 9'-0" IWHT # J-TRIM / FILLER CAP 5985000818 18 a. E=XT. in 4'-8 1 2" Ion USE A FIELD CUT SECTION OF J-TRIM (FILLER CAP) f59200039_ TO 5985000916 16 a. E:XT. girt, 9'-4" long FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL THE J-TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J-TRIM. 5985000918 18 a. EXT. girt, 9'-4" long FASTEN THE J-TRIM (FILLER CAP) TO THE FLUSH PANEL J-TRIM BY USING 5991020116 a. EW column 3.63" x 1.5" __ EV 5994000316 a. BSW column 3.63" x 1.5" — EV (2) SCREWS (�7sosoo). FLUSH PANEL LAYOUT lA ___ io E 5996000516 16 a. F'DL Subcolumn 4.75 x 7'-0" Ion @ SWING DOOR,' `� � 1. 5910006218 y I' 5910006218 I 1 7 I I L B 10 5985000818 j 1 9 10' 5985000916 I I 1. DBL JAMB CEILING PANEL)--,(, Al 5920008063 � i� I I .' r ti I �Q' a 4�C1 � D'p 5920003963 �_____ ___ ____ _ _ I I '�� , — $ 5920003963 a I I Tk A Sr 19 5994000316 59200039s3 5920003963 5994000316 5985000818 5920003963 a$> I I 5911001214 `# �P1 5911001214 - SIDEWALL 5920023463 I I�Howa1 5920023463 3082 22.03. Q 3082 5920016363 5920003863 5050027516 4'-0" J Ci rl 3: e 3082 5991020116 _USH PANEL FLUSH PANEL $ 5991020116 DBL JAMB 5ss4000316 ESSC� C 5985000818 5994000316 GIRT O 10 5985000918 _ O 3082 4A / 5920016363 08 (FIELD CUT) 1. _I 3082 I rn U rn 10 5920003863 $ 0D c o �, FIELD CU 5985000818 ------- --- --- - - (n c c 3A 5985000918 5996000516 0 � 3 0 5911001914 E 5920003863 } - 7. . : : . n c ------ ---- --- - - 5920003863 1' 5991020116 54 s 5991020116 r 6 :�' 5996000516 5994000316 1. 1. --- - ------ ------------ --- 5994000316 5994000316 o 5991020116 a Q 1 5991020116 1 5920003863 5920003963 Z 4 a ° o 0 5050020412 o �' 5994000316 ___ 5920003963 5920003963 153 $ 5920003963 �' 5920003963 $ BASE TRACK 5911001914 J o, n ————— ---------- -------------- i'� BASE TRACK a .? .� ° N CD82 5920008982 2A t (FIELD CUT) m b � co o 4'-0" 5996000516 L- 1. H .3 k 3 5911001214 5,-0" 1��` " �� �i 8 = b a) ° LO o D 10'-0" (STARTER BAY) 10 -0 1, 10'-0" Q a o Q tructurcl tructural tructurallp tructural +ructural tructural I- •�' 1= O o ine Line ine Ljne Ljne Ljne A PLAN VIEW RECESSED SIDEWALL DOOR DETAIL B RECESSED DOOR—EXTERIOR DETAIL C RECESSED DOOR—EXTERIOR DETAIL RECESSED DOOR FRAMING DETAIL N .T.S. D ® DBL JAMB REFER TO END OF 3 J—TRIM 08 REFER TO END OF O ° SW COLUMN FLUSH PANEL $ J-TRIM CORRIDOR PAGE CORRIDOR PAGE ® a 15 13 FLUSH PANEL DBL JAMB ° o 0 08 2 J—TRIM ° a ° EW COLUMN F8-18 x 3/4 *99KERL ' INSULATION SW COLUMN O IWHT BASE TRACK ° SW COLUMN 3 J-TRIM 760600 (r�Tc°°�I FlUT� 760600 PT PANEL Q LLN) CORNER TRIM BASE TRACK F , 760600 COLORED LINER PANEL a 2 BASE TRACK 760600 1 ___ I 760600 (FIELD NOTCH TRACK AROUND COLUMN) SW COLUMN L J x 3 4' ° o J—TRIM ° " SGRY/ BASE TRACK GIRT 01 SCREWED ° `� s CORNER TRIM 8 (FIELD CUT) 760300 DOOR JAMB PT PANEL CCMUUNG HMG TO 1 ; 760110 SUB—FRAME J—TRIM J—TRIM tructural 16 EOA GIRT 16 EOA ' � ine 1 760600 e ° ° ® 71 SW COLUMN LINER PANEL 760110 ° I J—TRIM 760300 ° BASE PLATE BASE TRACK 1 EXTERIOR 760110 AROUND COLUMN) 1 - -� 1 FLUSH PANEL 760300 EW COLUMN PT PANEL 760600 FLUSH PANEL J-TRIM DBL JAMB SUB-FRAME SW COLUMN 5920008980 F' SW COLUMN LOCATE ANGLE AT W EW COLUMN CORRIDOR STIR. JAMB TOP GIRT CONNECTION BASE TRACK CONNECTION EXTERIOR COLUMN A 1 A 2A 3A 4A SIDEWALL COLUMN/JAMB/ 5 INTERIOR COLUMN / PANEL 6 INSULATED INTERIOR COLUMN/ w @ SW DOUBLE JAMB @ SW DOUBLE JAMB GIRT CONNECTION PANEL CONNECTIONS CONNECTIONS PANEL CONNECTION z x w A ° 000 SW COLUMN EW COLUMN COLUMN GIRT O ° e EW COLUMN SW �•-+ ° (1 - EW COLUMN) EW COLUMN PLAN VIEW � � w ° 760110 CORNER TRIM GIRT ' ° FLUSH PANEL + z J 0 " J—TRIM d.- " � w 760600 760300 LINER PANEL J — TRIM J — TRIM 8 16 HEADERS-18 x 3/4 j/U 0 0 �. LINER PANEL O C7 w � GIRT GIRT CEILING PANEL FLUSH PANEL CEILING PANEL GIRT SCREW x (FIELD LOCATE O 7606006 x 3/4" � A CEILING HEIGHT) GIRT8 x 3/4" IWHT CEILING / HEADER TRIM ,..., O (FIELD LOCATE O IWHT x 3/4' a Z C-- tl', DOOR FRAME IWHT ai H°G"� SECTION VIEW 8-1Bx3/41 SCREW FASTEN En `�-' U OU ' N.T.S. SIDE W/ BEARING LEG. � a, GIRT r �• (SEE PLAN VIEW ABOVE) r (FIELD LOCATE O Date CEILING HEIGHT) i' - .` 8 x 3/4"IWHT J—TRIM 2/23/22 I 5050027516 16" HEADER ,8 x 3/4 Drown by -SCREW JMN ° a '- 760600 CEILING / HEADER TRIM Scale to I �� BASE TRACK 1/2 1 -0 CEILING PANEL Plan No. FLUSH PANEL Surn DOUBLE JAMB)-- x 3/4 P52167 `. SEALANT SW COLUMN EW COLUMN �$ DOOR JAMB SCREW " J - TRIM 123 LINER PANEL Order No. SEALAN SUB-FRAME SW COLUMN 760600 (FIELD CUT) BASE TRACK FLUS PANEL 123 246257 & 246258 SUB—FRAMIE TO SW COLUMN LINER PANEL TR Sheet No. 7 8 INSULATED BASE TRACK/ 9 INSULATED FLUSH 8c CEILING 0 SEALANT SCALED 8X CONNECTION TRIM PANEL CONNECTIONS PANEL CONNECTION HEADER TRIM CONNECTION FLUSH PANEL CONNECTIONS H192 11 PANEL & JAMB TRIM SHOWN <16 PDL DOOR ANCHORS REVISION ay PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EDA) INSIDE THE THEN REFER TO THE RECESSED ENTRY PAGE. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW Date PART# INDEX HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 13 FASTENER COLORS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN PART# DESCRIPTION FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE PLUG TO COVER THE HOLE OF A 5:Y4" DOOR JAMB. ON DOORS WITH A FOLLOW DOOR MANUFACTURERS 206405200 24 a. flush panel, 12" x 4'-4" BWHT VISABLE UPON COMPLETION OF WORK. 4%" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 206410800 24 a. flush panel, ,2" x 9'-0" SWINGING DOOR BWHT INSTALLED.PARTITION SUPPORT AT DOOR SIDENALL INSTALLATION PROCEDURE . 14 5045001864 22 a. to bottom channel trim 10'-8" Ion " DOOR IS SHOWN AS AN A" SWING WITH LITE. DIFFERENT HARDWARE MAY �0 5045003364 24 a. inside CNR. trim 3" x 6" x 9'-0" BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 5045007163 26 a. header "J" 1"x 1.38"x 6' IWHT YOUR PARTICULAR DOOR SPECIFICATIONS. YOUR INSTALLATION MAY MIRROR ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS THESE TYPICAL DETAILS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE STEP 1 POSITION PDL EOA ANCHORS INTO THE 5045007263 26 a. jamb "J" 1"x 1.38"x 7'-6" IWHT OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN 5045027364 24 a. hat channel 10'-0" Ion field cut FOR CORRECT ORIENTATION. JAMBS.THEN INSTALL THE SUB — FRAME TO THE DOOR JAMBS. 76 CEILING PANEL FASTEN THROUGH THE PILOT HOLES IN THE WEB AND THROUGH DUE TO A LIMITED AMOUNT OF SPACE BETWEEN THE ROOFING AND CEILING THE LIPS ON THE DOOR JAMB. THE SUB — FRAME SHOULD BE ON BUILDINGS LESS THAN 9'-4" EAVE YOU WILL NEED TO CONSIDER FIELD POSITIONED J" HIGHER THAN THE BOTTOM OF THE DOOR JAMB CUTTING THE CEILING PANEL AND FLUSH PANEL FOR A GOOD FIT. YOU ALSO MAY NEED TO ATTACH THE CEILING PANEL TO P/N 5045001864 AND FLUSH TO THE EXTERIOR FACE OF THE DOOR JAMB FRAME. PRIOR TO FASTENING 5045001864 TO THE FLUSH PANEL ABOVE THE USE 760600 SCREWS 10 PLCS. NOTE THE JOGGED SIDE OF HEADER. UNLESS YOU ARE STARTING A RUN OF CEILING PANEL YOU WILL NEED TO FILL IN THE CEILING TO THE APPROXIMATE END POINT IN ORDER SUB—FRAME IS ON INTERIOR SIDE OF DOOR. INSTALL TO MEASURE THE CORRECT WIDTH OF CEILING PANEL YOU WILL NEED TO FASTENERS THROUGH THE EOA ANCHORS IND INTO THE INSTALL TO FINISH THE RUN. SUB—FRAMES. 5045027364 (ii 1.3 STEP 2 ' POSITION DOOR FRAME / SUB—FRAME ASSEMBLY INTO DESIRED LOCATION. CUT AND POSITION THE 5045001864 SUB FRAME TRACK ON THE LATCH SIDE. THIS WILL REQUIRE LIFTING THE 0 DOOR JAMB DOOR ASSEMBLY UP 3" TO CLEAR THE TRACK FLANGES. A 2X4 CAN BE USED BENEATH THE JAMBS AS A TEMPORARY SUPPORT 206405200 SLIDE THE DOOR FRAME ASSEMBLY SO THE HINGE JAMB ABUTS AND OVERLAPS THE NEAREST HINGE SIDE STRUCTURAL 0 COLUMNS. PLUMB THE DOOR PER MANUFACTURERS Co LO T o\ 5045001864 SPECIFICATIONS. SECURE THE PLUMBED DOOR FRAME / ., = SUB—FRAME HINGE SIDE TO THE STRUCTURAL FRAME WITH AM * t 5045003364 / c� 760600 SCREWS AT TYPICAL TRACK AND GIRT LOCATIONS. ' of ALWAYS ANCHOR TRACK TO FOUNDATION MINIMUM 2 PLCS. , ,c� t CORRIDORof 0 22.03. .03. ? { o Note: A girt can be used in lieu of the track at the base � 099J-112: , when using a track is to difficult to install. No track is '� � 5 t FESSIO 6 O required on hinge side when sub FRAME overlaps structural ` �-- -` 1.3NH1.3 to U frame. I *0 � I STEP 3 ; FIELD CUT AND INSTALL INTERMITENT GIRTS 14 16 AT SAME HEIGHT AS ALL TYPICAL GIRTS. INSTALL A GIRT AT EXTERIOR FACE THE TOP OF THE DOOR FRAME. USE 760600 TO FASTEN IN PLACE. Lij 5045001864 SUB-FRAME ASSEMBLY STEP 4; INSTALL THE CLIP 5050027516 ON THE 0 i E 'o o ° LATCH SIDE TO CONNECT THE SUB—FRAME TO THE GIRT. CLIP a o o �>, MAY BE ORIENTED TO BEST SUIT LEFT OR RIGHT HAND J a a 3 A END OF CORRIDOR ELEVATION INSTALLATIONS. FOLLOW REMAINING DOOR MANUFACTURERS m Q� � o INSTRUCTIONS. INSTALL PLASTIC CAPS AND WEATHERSTRIPPING � 3 x m � ; 3 AS SPECIFIED BY MANUFACTURER. THE CLOSER SHOULD = o a) _Q Ln o REQUIRE A MINIMAL OF ADJUSTMENT. IT IS PRESET FROM THE ¢ � o E Q.FACTORY. .� � 0 0 46 CEILING 'PANEL A—PANEL AA—PANEL tru�t��ai EXTERIOR CLOSURE 45&9n_\ ineCLOSURE GIRT COLUMNS #12 x 1 1/4" 1 SC SCREW TOP OF 11 5045007263 A—PANEL CORRIDOR HEIGHT 5045007263 OR EXTERIOR SUB—FRAME � 16 EOA co UMNS SIDE 5045027364 EOA 16 BASE TRACK HAT CHANNEL CORNER TRIM SUB—FRAME 20 CLOSURE: FLUSH PANEL 5045001864 13 8674 #12 x 1 1/4- CORNER TRIM SCREv� CORRIDOR SCREW 5045001864 504108 5045001864 C50BASE TRACK 2os410800 45007162� � CAULK by others CORRIDOR FIELD CUT TO WIDTH & LENGTH GIRT PDL DOOR 5045001864 E 4 FRAME HEADE W tructural 'ne C5 w 4 L DOOR TRIM DETAIL 5 PDL DOOR TRIM DETAILS THRU (aOOR/JAMB SUB-FRAME 8c TRIM THROUGH SWING DOOR HEADER JAMB/LATCH DETAILS HINGE SIDE a � o a F, � E- rn Zak., A zz x rx 00w � O U zCQ0x a H O U .n � � ZE-+ A z 0 �J vrli U W a Date 2/23/22 Drawn by JMN Scale 1/2" = 1'—off Plan No. P52167 Order No. 246257 & 246258 Sheet No. H193 PART # INDEX BY REVISION pate PART# DESCRIPTION 5002005364 jamb s ing door, corridor, 9-0 22 ga 5023000664 header, swing door, 3-0 wide 9-0 ht 22 ga 502668 :stainless Flush Door Padlock Latch 5040000864 944 swing door OF N - � ° - 4 tik A Io f �• `�� t i I� j�Howa c ri 3 z2:o3. �F€SS1ID 760674 3 TOP TRIM 2 0= tructural C o 1. _= TOP TRIM ine HEADER 00 5023000664 o ` E o o q tt rOl _Z aau o o JAMB p a o 500.2005364 ire g o J o o a) m '� � Co o 11 g g o , , � u o c 504,000 8864 1. o LATCH k �, 3 = o Q -off o 502668 SWING DOOR Q o a- w x of V) o 0 0 1 io �rdl �: , .� 5'-0" 5'-0" tr��t NOTE: DOORS MAY BE MOUNTED AS LEFT ine r OR RIGHT HAND SWING, HEADERS MAY BE 1 FLUSH OR LOUVERED (BOTH SHOWN). 1. (DTYPICNAL FLUSH SWING DOOR FRAME DETAILS AT LONGITUDINAL CORRIDOR OTYPICAL FLUSH SWING DOOR FRAME ELEVATION A � x O O � A �xzX JAMB ` NYLOC NUT NYLOC NUT ►r Z z z tructural JAMB O O 3 W SWING DOOR HEADER �� P4 0 O JAMB Y� (� z �\ S ii �i CARRIAGE BOLT o E4 Co O U Ri 511122 TYP. 508674 i i ,E4.., O EI (yam 4—PLACES INCLUDED IN TOP TRIMS i ii HARDWARE a Z 0 PACKAGE O 502668 ,� o �--i U Q U \ 508674 506510 $ r 4 PER HINGE �i Date 10 2/23/22 Drawn by � (PARTITION PANEL 78300 JMN HEADER J6 502669A 50650 "Ar Scale — 10416:8* JAMB 4 PER HINGE CIO Plan No. 506710 tructural JAMB SWING DOOR 502669 P52167 turol BO ine CARRIAGE LT Order No. ine tructural INCLUDED IN HARDWARE PACKAGE 246257 & 246258 tructural ine Sheet No. BASE PLATE TO DOOR JAMB SWING DOOR JAMBS HEADER & JAMB CONNECTION DOOR TO HINGE TO JAMB 0 SWING DOOR PADLOCK LATCH STRIKE AND CONNECTIONS 2 3 9 CONNECTION DETAIL LATCH INSTALLATION BACKPLATE INSTALLATION HIA pl INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION Dote STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. NOTE: USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE START THE 1ST PANEL 4'-11" FROM THE SUB-FRAME COLUMN. TO PART # INDEX REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. ASSURE THE 5TH PANEL FLANGE WILL OVERLAP THE SWING DOOR REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS PART# DESCRIPTION STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 15 FASTENING PANELS JAMB. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A 3082---_ 29 a. PT. panel, GALVM VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW 388012200 18 a. partition channel 10'-2" long STEP 3. CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE t0 FIELD LOCATE TO CEILING HEIGHT. 5050020412 12 a. 'STR. iamb, base late MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING iNsr MAx IMPACT 1uX INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN DIAMETER AND EMBEDMENT. ATTACH WN APPROPRIATE SIDED HEX SOCKET DRIVER TO THE FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT 5050027516 16 a. I DL door clip, 4 x 2 x 1.5 � . " CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL B . UNDESIRED APPEARANCE. 5910006218 18 a. Bave top angle, 6.75" x 2" x 9'-10" STEP 4. 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 BUTYL CAULK AT J-TRIM LOCATIONS 2" CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J-TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS 5911001214 14 o. EXT. wall base track 3.88" x 4'-8.5" long SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE 1ST PANEL 5TH PANEL 5911001914 14 a. EXT. wall base track 3.88" x 5'-3" Iona CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW „ HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 5920003763 18 o. Itrim MR. inside, 4 x4 IWHT p� POWDER ACTUATED ANCHORS (BY OTHERS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN 5920003863 18 a. Itrim inside CNR rec entry, 6"x3" POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC 5920003963 18 a. •-trim IWHT ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A 5Y4" DOOR JAMB. ON DOORS WITH A ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 4�'4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN �� 5920007163 18 a. hush panel, 8 -10 1/2", IWHT ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED A CONCRETE SCREW INSTALLED. 5920007563 18 a. -eiling panel, 4'-4" IWHT ANCHORING AS SPECIFIED, GIRT SUB-FRAME 5920008063 18 a. ceilingangle, rec entry, 1.5„x1.1" �3 INTERIOR SIDE OF RECESSED ENTRY REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS SWING DOOR JAMB 5920008982 18 a. an le insul PT. 1.5"x2.5"x12'-0" 5920016363 18 a. IFlush panel, 8'-4 1 2" IWHT 63 J-TRIM f FILLER CAP USE A FIELD CUT SECTION OF J-TRIM (FILLER CAP) f59200039_ TO 5920023463 18 a. Itrim, header, 18" IWHT FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL 5956000263 18 a. EW header, 8'-8" IWHT THE J-TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J-TRIM. 5985000218 18 a. EXT. in 4'-11 1 4" Ion FASTEN THE J-TRIM (FILLER CAP) TO THE FLUSH PANEL J-TRIM BY USING 5985000818 18 a. EXT. in 4'-8 t 2" Ion (2) SCREWS (#760600). FLUSH PANEL LAYOUT 5985000916 16 a. 1EXT. girt, 9'-4" long @ SWING DOOR @) 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV 5994000316 16 a. 13SW column 3.63" x 1.5" 10-4EV 5996000516 16 a. I'DL Subcolumn 4.75 x 7'-0" Ion CO I IlHowa 5910006218i.5 I 22.03. 0 5985000818 I I \y CEILING PANEL 9 ?' � I 15956000263 I 5985000218 ,A CEILING PANEL ( J I I 5920007563 __________________ 1.7 `� 'POF v 5956000263 I I 0 5920003963 - STR JAMB 5920008063 I I �� DBL JAMB 5994000316 5920003963 5920008063 08 5920003963 5985000818 5985000218 5920003963 8 5994000316 5920003963 3 5920008982 SIDEWALL 5920023463 o ca Q) 5920023463 5920023463 3082 592000376 5911001214 5920016363 •5 5920007163 $ 5920003863 // 5991020116 :2 ° CO c DBL JAMB SIDEWALL - _ / 4- c: ` o 5985000818 5985000218 w GIRT ` >, vi c �' Z3 a 5911000214 5994000316 3082 1.7 U / 55992200001063386633 088 ,a4Ae STR JAMB J3082 3082 I 5994000316 E .Qo m o, � � � � o ° 5985000818 ------- --- --- - - _ 3A 3B -- - --- --- ------- 5985000218 W c `t F- o aki cab �` 3 ( —————— ---- ——— - - 1.7 .5 -- - --- ---- ------ I 5 6 2 _ � o FLUSH PANEL 3082 5991020116 5991020116 ap U a w E `o COL1.7 1.7 ¢ o � ~z FLUSH PANEL 5911001914 p 5920003863 5994000316 5994000316 •� o 0 5920003863 5996000516 1.5 5920003863 5920003963 5920003763 5920003863 5994000316 5991020116 �— 5920003963 _ 5920003963 63 6 5920003963 _ 5920003963 8 5920003963 5920003963 $ -- --------------- ------- J 5991020116 5911001214 59200089 5'-0" - 2A ,_, 50-0" 5911000214 10 -0 1.7 5996000516 " 5994000316 3082 82 \ / 4'-0" 1.7 388012200 tructural tructural tructural tructural tructural tructural F ine Ljne ine Ljne ine Line _ lo'—o" (STARTER BAY) RECESSED DOOR— EXTERIOR DETAIL B RECESSED DOOR—EXTERIOR DETAIL C E RECESSED DOOR—EXTERIOR DETAIL A PLAN VIEW RECESSED SIDEWALL DOOR DETAIL N.T.S. I 7 I L 10 5985000916 I I 1.7 I I I I I I I I I I I E- I I W I I A I 5050027516 4-0„ W 5991020116 Z 5994000316 04 O W z O � A 5985000916 O U1 (FIELD CUT) Z Z U I � (FIELD CU � 00 O O C) 5985000916 5996000516 w 5991020116 CQ O O O ,z 0 El V) 0 U I4 5994000316 .a Z 0) w 5050020412 a o � BASE TRACK 5911001914 (FIELD CUT) BASE TRACK Date 2/23/22 10'-0" Drawn by JMN Etructural Scale ine ine 1/2" = 1'-Off Plan No. DOOR FRAMING DETAIL P52167 CF)RECESSED Order No. 246257 & 246258 Sheet No. H1e5 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION By STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. Date PART# INDEX USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE NOTE: REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. START THE 1ST PANEL 4'-11" FROM THE SUB-FRAME COLUMN. TO PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS ASSURE THE 5TH PANEL FLANGE WILL OVERLAP THE SWING DOOR 3082__—_ 29 a. PT. panel, GALVM STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND JAMB. „ REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 15 FASTENING PANELS 388012200 18 a. artition channel 10'-2long VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90• TO FACILITATE A STEP 3. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW 5050020412 12 a. STR. jamb, base late SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM 5050027516 16 a. PDL door clip, 4" x 2" x 1.5" MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR 10 FIELD LOCATE TO CEILING HEIGHT: CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 4'-11" 2" DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET DRIVER TO THE FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN 5910006218 18 a. eavc; to angle, 6.75" x 2" x 9'-10" » » CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion STEPc4.wRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL B . UNDESIRED APPEARANCE. 5TH PANEL 1ST PANEL 5911001214 14 a. EXT. wall base track 3.88" x 4-8.5" long DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 BUTYL CAULK AT J-TRIM LOCATIONS CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J-TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS 5911001914 14 a. EXT.. wall base track 3.88" x 5'-3" Ion SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE 5920003763 18 a. trim CNR. inside 4N4" IWHT CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW 5920003863 18 a. trim inside CNR rec entry, 6"x3" HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT �J 0� POWDER ACTUATED ANCHORS (BY OTHERS MAY DOOR REQUIRE THATME. THE FINISH EOA HE FLANGES EFACING A I G EITHER INSER OR TING THE ROW IN 5920003963 18 a. -trim IWHT POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED PLUG TO COVER THE HOLE OF A 54" DOOR JAMB. ON DOORS WITH PLASTIC GIRT 5920007163 18 a. flush panel, 8'-10 1 2" IWHT ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SUB-FRAME ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 4:4 DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN SWING DOOR JAMB 5920007563 18 a. ceiling panel, 4'-4" IWHT ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW INSTALLED. 5920008063 18 a. ceiling angle, rec entry, 1.5"x1.1" ANCHORING AS SPECIFIED. 5920008982 18 a. angle, insul PT. 1.5"x2.5"x12'-0" INTERIOR SIDE OF RECESSED ENTRY REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS 5920016363 18 a. flush panel, 8'-4 1 2" IWHT J-TRIM / FILLER CAP 5920023463 18 a. trim header, 18" IWHT 63 5956000263 18 a. EW header, 8'-8" IWHT USE A FIELD CUT SECTION OF J-TRIM (FILLER CAP) f59200039_ TO FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL 5985000218 18 a. EXT. girt, 4'-11 1 4" long THE J-TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J-TRIM. 5985000818 18 a. EXT. girt, 4'-8 1 2" long FASTEN THE J-TRIM (FILLER CAP) TO THE FLUSH PANEL J-TRIM BY USING 5985000916 16 a. EXT. qirt, 9'-4" Ion (2) SCREWS (#760600). DFLUSH PANELLAYOUT 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV @ SWING DOOR 5994000316 16 a. BSW' column 3.63" x 1.5" 10-4EV 5996000516 16 a. PDL Subcolumn 4.75 x 7'-0" Ion dF N&, co 0s e 10 lA ` It f�Howa 22.'O . rr �' Ssl000s218 Hi.S .5 Q,b 09 STR JAMB CEILING PANEL \y \I'� I I 5985000818 10 9 ��`-��� 5956000263 5985000218 I ------------- 5920007563 . l � CEILING PANEL 5920003963 o i I 1.7 _ __ 5994000316 DBL JAMB �� _ 5956000263 ` 5920008063 - 1 _ 5920003963 5920003963 '\0� 5920008982 v V c rn 5920003763 5920003963 5994000316 5985000818 5985000218 0 5920003963 C SIDEWALL - 5920023463 0 1 -oc 5911001214 5920023463 5920023463 4B 3082 Qo, 3 ai 5920016363 5920007163 1� 5991020116 \ 5920003853 0 � o :� CIO E 5911000214 DBL JAMB = SIDEWALL o 3082 5985000818 =w \ o '5985000218 GIRT Z5940031 6 r p E Ib in 4A Z STR JAMB 0 5920016363 ` o ) ,, o N .>J 3 1.7 3082 w 3082 m �, 00 - o 00 U 599400 3316 <0� 5920003863 W �' 6 '3 i �I ° _ o r 3A 5985000818 � 5985000218 ------- --- --- - -- 3B 2 � a� 3082 FLUSH PANEL _ _ ___ ___ _______ x ~ o � -o � '' 3 5920003363 1.7 -� - - --- ---- ------ I Q J o O D 5911001914 FLUSH PANEL 5991020116 ------ ---- --- - -- s 5 a1 5991020116 c 5ss 1000516 IL -------- -- ------------ -- 5920003863 5994000316 5994000316 1 5991020116 5920003963 5920003863 5920003863Jl_ 5920003763 6 5920003963 5920003963 3 � 5991020116 5920003963 5920003963 - p 5920003963 5920003963 '0� -- -------------- ----------- ----- 5994000316 2A `� � \ 2B __�LL 5996000516 " 5920008982 3082 --� � - 4 -0 5,-0» 5911001214 5911000214 5'-0» �\\—/ / 1. g `\ //� " _ I� 1.7 -- 10 0 10'-0" (STARTER BAY) I\ tructural tructural tructural tructural tructural tructural ; ine ine ine ineLine L.Jne DN.PLAN VIEW RECESSED SIDEWALL DOOR DETAIL RECESSED DOOR-EXTERIOR DETAIL C RECESSED DOOR-EXTERIOR DETAIL RECESSED DOOR-EXTERIOR DETAILT.S. B E (� 1 (Z7 7 I I 5985000916 10 I I I I I I I I I E-+ I I W I I A I IYi 4'-0" 5050027516 Z 5991020116 5994000316 0 W a O A I � W 0 = j� 5985000916 �.a � (FlELD CUT) � z Z Z00 U (FIELD CUT) O 0 0 W � 5996000516 5985000916 W � 5991020116 O O 0 SOU P� 5994000316 a ►•-a O E- 0 U 5050020412 m o � a 5911001914 BASE TRACK BASE TRACK Date (FIELD CUT) 2/23/22 10'-0" Drawn by JMN tructural tructural Scale n ie ine 1/2„ = 1,_0„ Plan No. RECESSED DOOR FRAMING DETAIL P52167 FOrder No. 246257 & 246258 Sheet No. H1e6 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION 7Dt STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. e USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 15 FASTENING PANELS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW STEP 3. CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE 10 FIELD LOCATE TO CEILING HEIGHT: CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING DIAMETER AND EMBEDM7=NT. ATTACH AN MAXIMUM TORQUE, DM fN OR TLMr�cr AN RESPECTIVELY FOR THE SELECTED ANCHOR APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE FIELD LOCATE TOP OF"GIRT TO CORRECT CEILING HEIGHT, CEILING HEIGHT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL B" CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN. UNDESIRED APPEARANCE. STEP 4. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 SUM CAULK AT J—TRIM LOCATIONS CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J—TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 0< POWDER ACTUATED ANCHORS (BY OTHERS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A 5-4" DOOR JAMB. ON DOORS WITH A ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 4%n DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW INSTALLED. ANCHORING AS SPECIFIED. �3 INTERIOR SIDE OF RECESSED ENTRY REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS 63 J—TRAM Z FILLER CAP USE A FIELD CUT SECTION OF J—TRIM (FILLER CAP) #59200039_ TO FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL THE J—TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J—TRIM. FASTEN THE J—TRIM (FILLER CAP) TO THE FLUSH PANEL J—TRIM BY USING (2) SCREWS (#760600). SW COLUMN DBL JAMB SW COLUMN 5920008980 ° ° o o SW COLUMN 5920008980 760110 DBL JAMB ® a 760600 0 0 ° ` 760300 0 0 ° o ® o 760600 760600 i EW COLUMN EW COLUMN .'� SW COLUMN 0 LINER PANEL SW COLUMN760600 SW COLUMN t ' STR JAMB 2 BASE TRACK a w e �M�I�'Howa LINER PANEL 2 BASE TRACK 760600 (FIELDARO NOTCH„� o o i U. T2I2S:03. o (FIFO NOTCH TRACK O o c� ;r1 1 760600 SW COLUMN Qp `�j� GIRT o AROUND COUIMN) J—TRIM CONCRETE e SW COLUMN. f (FIELD LOCATE 0 loll � 0 CONCRETE ° ° 01 SCREW JJ J—TRIM a 9 GIRT 1 CEILING HEIGHT) 01 SCREW ° °® 0 760300 (FIELD J—TRIM o I 760110 h �'m J—TRIM \\ ® J—TRIM �� a C1—TRIM �X3 � \\ GIRT 4 COLO <I GIRT a 760600 h 760110 \\\ e a a e a J—TRIM CORNER TRIM !, 1� e — c CIO °' � 760300 EXTERIOR o r\ o 760110 o \ EXTERIOR 760300 LLI co c FLUSH PANEL \\\\\ FLUSH PANEL � \ SW COLUMN u (/� r (0 Q FLUSH PANEL J—TRIM J—TRIM o o � FLUSH PANEL Z cl o 0 o mac° 1 A TOP GIRT CONNECTION 1 B INSULATED TOP GIRT CONN. 2A BASE TRACK CONNECTION 28 INSULATED BASE TRACK @ SW 3A EXTERIOR COLUMN 38 EXTERIOR COLUMN @ SW DOUBLE JAMB @ SW STARTER JAMB @ SW DOUBLE JAMB STARTER JAMB GIRT CONNECTION GIRT CONNECTION N m 0) o REFER TO END OF REFER TO END E*3 a e SW COLUMN 00 EW COLUMN F_ o p l() c CORRIDOR PAGE J—TRIM CORRIDOR PAG EW COLUMN F— 3 k m ° FLUSH PANEL �COLOR 08 J—TRIM FLUSH PANEL 0 0 (1 — EW COLUMN) 760110 CORNER TRIM Q b o o a 8 J—TRIM 15 13 0 Ix � •�? 1= � � 0 0 �8-18 x 3/4 4" x 4' TRIM 8 FLUSH PANEL INSULATION a 760600 760300 � COLORED BASE TRACK LINER PANEL 3 J—TRIM J—TRIM 2 08 Q` GIRT LINER PANEL GIRT (Tap � ) 760600 PANEL CORNER TRIM P 3N4` CEILING HEIGHT) (K BASE TRACK (FIELD LOCATE O 760600 // r—— __, COLORED GIRT �COLOI�m —— 760600 760100 (FIELD DOOR FRA E L—_——_J I I 760300 760600 HEIGHT, STR JAMB L 18 x 3/4" BASE TRACK 760600 SGRY CORNER TRIM 08 (FIELD cud 76)300 DOOR JAMB GIRT �' 760110 #12 x 3/4" PT PANEL SUB—FRAME (FIELD LOCATE 0 COLOREED CEILING HEIGHT) ' tructural 16 EOA - 16 EOA ine SW COLUMN 15 13 � , , h 5050027516 ® SW COLUMN LINER PANEL BASE TRACK (FIELD NOTCH J—TRIM 3 LINER PANEL a a , \ r/ BASE PLATE BASE TRACK AROUND COLUMN) (FIELD CUT) I a ° e 760600 4 O LLER r (FIELD NOTCH INSULATION (N TCH Fl ) 760110 AROUND COLUMN) ° e .I �, FLUSH PANEL earn. 760300 5920008980 e \` SEALANT PT PANEL 760600 DBL JAMB SUB—FRAME EW COLUMN SW COLUMN 5GIIII80 DOOR JAMB J — TRIM SW COLUMN SUB—FRAME 123 BASE TRACK SW COLUMN LOCATE ANGLE AT (FIELD CUT) STR. JAMB SIDEWALL COLUMN JAMB INSULATED SIDEWALL COLUMN INTERIOR COLUMN / PANEL INSULATEDc INTERIOR cpDOR 1 / / / COLUMN/ SUB—FRAME TO SW COLUMN INSULATED BASE TRACK/ 4A ► 4B 5 6 7 8 PANEL CONNECTIONS JAMB PANEL CONNECTIONS CONNECTIONS PANEL CONNECTION CONNECTION TRIM PANEL CONNECTIONS NOTE: TYPICAL CONNECTIONS AT GIRT SW COLUMN GIRTS ARE ROTATED 90' FROM THESE 3 EXAMPLES. PLAN VIEW GIRT EW COLUMN 16" HEADER 16" HEADER ARE To BE FlELDAND RTS ARE SUPPLIED CUT TO LENGTH ND FIELD FRAMED LOCATED. ASTTEENIINNG PARTS FLUSH PANEL GIRTS MAY BE ACCOMPLISHED BY FIELD CUTTING. BENDING, AND FASTENING J—TRIM J — TRIM J — TRIM 8 16" HEADER CEILING PANEL AS IN EXAMPLES SHOWN HERE. 8-18 x 3/4 SCREW I COUNG PANEL FLUSH PANEL CEILING PANEL CEILING ANGLE GIRT - A COLORED - CEILING / HEADER TRIM FIELD BEND 760600 x_3/4' COLORED COLORED 13 15 ✓ � W SECTION VIEW SECTION VIEW �' 8-18x3/4 SCREW FASTEN N.T.S E N.T.S. A ` d (SEE PLAN VIEW ABOVE I--I #COLORED" ` J—TRIM Z Q'..I W zz >J 16" HEADER _1 SCREW/4 O 0 W pq a CEILING ANGLE O O W CEILING HEADER TRIM BASE TRACK O 04 O CEILING PANEL STARTER JAMB CEILING PANEL GIRT & COLUMN FIELD CV O SW COLUMN EW COLUMN DOUBLE JAMB PREW/4" x 3/4" CUTTING & BENDING 0 P TI 0 N S: .2 �° o a � 760600 LINER PANEL CREW INSIDE CORNER � � 0 U U LINER PANEL JLUTRIMPANEL TRIM WHEN FIELD CUTTING IS REQUIRED USE ONE OF THE 123 0 INSULATED FLUSH & CEILING FOLLOWING METHODS. 9 i 1 0 1 1 SEALANT S BUTYL CALED 8X Date PANEL CONNECTION HEADER TRIM CONNECTION HEADER TRIM CONNECTION FLUSH PANEL CONNECTIONS 2/2s/22 Drawn by JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. H1e7 PARTITION SUPPORT AT BLANK WALL INTERIOR LINER PANEL REVISION o t 19 79 NOTICE: INSULATION INSTALLATION o tructure, BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN FIELD CUT BOTTOM PANEL TO REMOVE FIRST RIB TO GIVE YOU A FLAT It is the responsibility Of the erector to install the insulation with ne INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. SURFACE TO SCREW THROUGH THE PANEL INTO THE BASE TRACK. P y REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK PART # INDEX consideration that all voids in an insulated wall need to be filled SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE INSULATED WALL: FOAM CLOSURES cMN LEG PART# DESCRIPTION FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH with insulation. Care should be taken to assure that exterior air ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN infiltration to the interior of the building is minimized. Light should 760600 102702 sill late sealer, 3.5" x 25'-0" roll INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR ADEQUATE SEAL. not be visible through cracks and crevices. Caulk or other remedies 104168 Rawl Anchor Bolt PLAN FOR PARTITION CHANNEL PART NUMBERS. g 3082--__ 29 a. PT. panel, GALVM < 4 HANGING INSULATION P 10' BAY 2� INSULATION FLAIIdE AND SMOKE RATING to these situations is not supplied by Trachte and is to be used and sn 5045001864 22 a. to bottom channel trim 10'-8" long ON A TYPICAL 10' WIDE AREA HANG (2) 5' WIDTH OF WALL INSULATION THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE supplied at the discretion Of the Erector and/or Owner. ATP DETAIL VERTICALLY. FASTEN INSULATION AT APPROX 24" CENTERS TO TOP BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 760600 5910000114 141 a. eave to track 3.88" x 3.13" x 10' Ion STRUCTURAL COMPONENTS WITH f710969 SCREWS AND f76600 FENDER SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATCRIES 5910006018 181 a. eave top angle, 6.75" x 2" x 4'-10" WASHERS. OTHER BAY WIDTHS MAY USE DIFFERENT INSULATION WIDTHES TO 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS VAPOR BARRIER IF INSULATED. 760600 ONE SIDE 5911002018 181 a. to base track 3.88" X 9'-7" Ion TO MEET OR EXCEED THESE REQUIREMENTS. FILL IN WITH A MINUMUM OF CUTTING FOR EXAMPLE A 12' BAY USUALLY You must install the insulation with the vapor barrier to the climate 710969 OTHER SIDE 5911002118 18( a. to base track 3.88" X 4'-7" Ion HAS 3) 4 WIDTH PIECES. controlled side of the wall& roof(interior). 5950030618 181 a. support, insul BW 10'-4" EV coLUMN 760600 5987000018 18( a. PT. rake angle, 5' Ion NOTE- SECONDARY COLUMNS Orientation of seconds columns for insulated walls 7810042050 insulation wm -vr 4 X 2'-0" X 50 -0 (FOR FIREWALLS) ALL 3 HOUR FI R E WA LLS ARE INSULATED 2'- 0" WIDE secondary , differ from 7810045071 insulation wm —vr 4" X 5'-0" X 71'-0" non-insulated walls, check floor plan for proper column orientation. PANEL INSULATION IS PROVIDED TO FIT THE 2'- 0" O C STUD 29 ga. GALVANIZED (LENGTH VARIES) SPACING. ALL EXTERIOR WALLS, JAMBS AND HEADERS HAVE SPRAY FOAM INSULATION BY OTHERS FOUNDATION A aaa 2 5987000018 3 PARTITION PANEL FASTENING DETAIL 5910000114 ATTENTION: Partition wall panel lengths were determined with PURLIN I1.0 the panel starting at least 3W In from the sidewall. All — bulldfigs 25' or more will have 2—panels that lap at a Interior column line. The panels should overlap at least by 1'. 1 1 1 � 5910006018 5987000018 6 10 12 GIRT I1.0 __ I1.0 _ I1.0 GIRT PURLIN \ / I TOP CLIP I ��'� ' L"0I11; PURLIN 5045001864 PURLIN t _ : RAKE ANGLE 5911002018 RAKE ANGLE <. t IlHowat j FLUSH PANEL ' _ `.- _ 22.03. 3082 CORRIDOR I I VAPOR BARRIER 0 0 0 0 CLIMATE CONTROLLED SIDE r 7810045071 2 11 7810045071 20 W W _ = 4 L,_ LLB GIRT GIRT W W c � rn 3082 - ( 3082 u con I oc 3082 3082 I ° 3 ° 3082 w I1.0 CO 7810045071 20 7810045071 20 ~ 4A I I cn Q) l7810045071 2 }- o o VAPOR BARRIER VAPOR BARRIER CLIMATE CONTROLLED SIDE 4B CLIMATE CONTROLLED SIDE \ o 0 vi a I1.0 5911002118 5911002018 5911002118 p 5045001864 -j a 1 / 102702 / 102702 // / // m cn � � row o FOUNDATION FOUNDATION 5 FOUNDATI N 9 FOUNDATION li FOUNDATI N W � 6 � ` jn c 1 — 1 _ _ I1.0 I1.0 c� a m � \ � o I1.0 I1.0 O (b _Q Ln o � Q INSULATED TRANSVERSE INSULATED LONGITUDINAL INSULATED TRANSVERSE �' R A INSULATED ENDWALL FRAMING eINSULATED SIDEWALL FRAMING D E OCORRIDOR INTERIOR WALL FRAMING INTERIOR WALL FRAMING @ PURLIN FRAMING sf Y RAKE ANGLE PURLIN STR JAMB LET THE SILL SEALER EXTEND 1/4" TO $ THE NON CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FOR A EAVESPAN EAVE CHANNEL GOOD SEAL WHERE THE PARTITION �4 CHANNEL INSULATION 20 PANEL ABUTS THE FLOOR WHEN r_a. STR JAMB POSSIBLE. —-� PARTITION PANEL cuP - INSULATION 20 760600 PARTITION PANEL �/ RAKE ANGLE INSULATION 20 TOP ANGLE 5950030618 19 BSW COLUMN INT COLUMN PARTI BSW COLUMN 104168 TION PANEL PARTITION PANEL 9 760600 760600TRACK BASE TRACK 760600 Itine ructural 760600 SILL PLATE SEALER PARTITION ANGLE 710969 SILL PLATE SEALER — 760600IMEZ INSULATION 20 IM PARTITION PANEL PARTITION PANEL INSULATION 20 ——� FOUNDATION ——� W INSULATED ENDWALL/SIDEWALL INSULATED ENDWALL INSULATED SIDEWALL INSULATED BLANK SIDEWALL INSULATED DOOR SIDEWALL TRANSVERSE INTERIOR WALL @ BASE TRACK 2 @ TOP 3 @ EAVE 4A @ COLUMNS 48 @ STIR JAMB 5 FRAMING @ BASE TRACK o � q� w LET THE SILL SEALER EXTEND 1/4" TO 779600 PURLIN PURLIN O A E NON OF TRACK.TE THIS ONTROLLED SIDE PROVIDES FORA 6051050390 TRACK a TOP CLIP RAKE ANGLE Z Z GOOD SEAL WHERE THE PARTITION <2>0 O PANEL ABUTS THE FLOOR WHEN 0 PT PANEL o TOP TRIM PT PANEL O W INSULATION CLIMATE CONTROLLED SIDE POSSIBLE. (VAPOR BARRIER) 20 508674 ATTACH TOP CUP T I �. O 0 w � A COLUMN TOP TRIM BEFORE '�', % O w "-a INSULATION I O O SECTION VIEW I INSTALLING I Z OJ CLOSURES do CAULK NOT SHOWN FLUSH PANEL E, p U INT COLUMN ° E' RAKE ANGLE FOR CLARITY. PLAN VIEW a � Z 0 � Z 000 104168 Q) 760600 III o 710969 TRACK 760600 Date 2/23/22 PURLIN SILL PLATE SEALER ®I I Drawn by 104168 RAKE ANGLE JMN PARTITION PANEL TRACK Scale \ INT COLUMN I SILL PLATE SEALER 760600 I 1/2» = 1'-011 PARTITION PURLIN TRACK PANEL PURLIN Plan No. 760600 LET THE SILL SEALER HANG 1/4" TO P52167 SEC COLUMN SEC COLUMN/STUD THE EXTERIOR SIDE of THE TRACK. THIS INT COLUMN PROVIDES FOR A GOOD SEAL WHERE INT COLUMN Order No. PAPA EON 6051050390 o THE PARTITION PANEL ABUTS THE 246257 & 246258 FLOOR WHEN POSSIBLE. TRANSVERSE INTERIOR WALL LONGITUDINAL INTERIOR WALL TRANSVERSE INTERIOR WALL TRANSVERSE CORRIDOR Sheet No. 6 FRAMING @ TOP g FRAMING @ BASE TRACK LONGITUDINAL INTERIOR WALL 11 FRAMING @ BASE TRACK 2 FRAMING @ TOP FRAMING © PURLIN 1160 REVISION Date 94 By IMMERSE AND LONGITUDINAL WALL CONSTRUCTION 0� INSULATED WALL: FOAL CLOSURES NOTE: � �� 1ST CONSTRUCT ALL TRANSVERSE WALLS (ONLY PANEL AS IF ALL WALLS A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH ALL 3 HOUR FI R E WA LLS ARE INSULATED. 2 - 0 WIDE ARE: NOT INSULATED). #12x3/4" SCREWS #760600 ARE TO BE USED. SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN 2ND CONSTRUCT ALL LONGITUDINAL WALLS (INSULATE AND PANEL BOTH ADEQUATE SEAL. SIDES IF NEEDED). f 12x3/4" SCREWS #760600 ONE SIDE, jf12x1-1/4" INSULATION IS PROVIDED TO FIT THE 2>-0 O C STUD SCREWS #710969 ARE TO BE USED ON OTHER SIDE. INSULATION FLAME AND SMOKE RATING 3RD FINISH INSULATING AND PANEL TRANSVERSE WALLS WHERE NEEDED, THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE SPACING. ALL EXTERIOR WALLS #12x1-1/4" SCREWS #710969 ARE TO BE USED. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 , JAMBS AND SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES HEADERS HAVE SPRAY FOAM INSULATION B Y OTHERS 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS. CLIMATE CONTROLLED SIDE LONGITUDINAL tructumi 710969 TSEC CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE (VAPOR BARRIER) PARTITION PANEL Ins INS(VAPOR BARRIER) (VAPOR BARRIER) ine�ructurai SEC COLUMN SEC COLUMN 710969 710969CLIMATE CONTROLLED SIDE TRANSVERSE 20 INSULATION 4 VERT. GIRT (VAPOR BARRIER) PARTITION PANEL PARTITION PANEL LONGITUDINAL _TRANSVERSE PARTITION PANEL PANEL MNG LONG�A DINALMN 6051050390 WALL INT COLUMN760600 6051050390 (LENGTH VARIES) 779600 6051050390 779500 710969 SEC COLUPART. CHANNEL 710969 104166 ARTITION PANEL AT OVERLAP DETAIL 710969 SEC COLUMN SEC COLUMN 710969 779600 CLIMATE t 710969 6051050390 CONTROLLED SIDE SEC COLUMN TRANSVERSE \ SEC COLUMN PART. CHANNEL SEC COLUMN WA INSULATION 12 INT COLUMN 0� 779500 779600 PART. CHANNEL tructural PARTITION PANEL 760600 SECOADL RY 710969 PARTITION PANEL ine 779500 #12x1-1/4" - 710969 SECONDARY INT COLUMN 6051050390 0 INSULATION ONE SIDE WALL SEC COLUMN 710969 20 PART. ANGLE 760600 #120/4" - 760600 TRACK TRACK 760600 779600 OTHER SIDE INT COLUMN 760600 SEC COLUMN SILL SEALER 4 6051050390 LONGITUDINAL-�- PART. ANGLE Q WALL PARTITION PANEL '� LONGITUDINAL FOUNDATION 760600 �'` �✓4V'OI ',� INSULATED LONGITUDINAL WALL rI Coa � THRU TRANSVERSE PARTITION © SECTION @ SECONDARY COLUMN PART. ANGLE TRANSVERSE TO LONGITUDINAL 2 3 INSULATED LONG. WALL LOCATION/INSULATED LONGITUDINAL 5 TRANSVE SE TO LONGITUDINAL 6 INSULATED END WALL „ IlHowa, � INSULATED WALL INTERSECTION PURLIN LINE @ SEC WALL INTERSECTION PARTITION WALL INSULATED WALL INTERSECTION @ SEC WALL INTERSECTION ,� <.: 22.03 y1 'f LET THE SILL SEALER EXTEND ���� CLIMATE CONTROLLED SIDE 1/4" TO THE NON CLIMATE 779600 779500 " (VAPOR BARRIER) CONTROLLED SIDE OF THE 6051050 90 6051050390 PURLIN TRACK PARTITION PANEL 710969 INT COLUMN TRACK. THIS PROVIDES FOR A 710969 2 1 1 - PT PANEL 6051050390 GOOD SEAL WHERE THE (ON THE FLATS) CLIMATE CONTROLLED SIDE SEC COLUMN PARTITION PANEL ABUTS THE INSJLAT10N (VAPOR BARRIER) 779500 FLOOR WHEN POSSIBLE. SEC. COLUMN (710969 � 710969 I 4 (INTO HIGH RIB) SECTION VIEW Ile 006051050390 CAULK U .� o 4 LONGITUDINAL I c Nj 6 CLOSJRES do CAULK NOT SHOWN 0 ° � o FOR CLARITY. PARTITION PANEL COLUMN or STUD o `0 n - c WALL I 6051050390 CAULK � � � o INT COLUMN LONGITUDINAL PURLIN 710969 00 "0 (ON THE FLATS) -C i PARTITION PANEL (/I .01 COLUMN or STUD >- o o � CONTROLLED SIDE SEC COLUMN I\Il 0 Q 4 ` o CULLED FLUSH PANEL sell779600 CLOSURE C0 n 10 � , ° o c 760600 PART. CHANNEL 0 ° L cn>' i 710969 779500 CLOSURE z q � -, � ( 3 779600 760600 (INTO HIGH RIB) J O N 0 0 > c o N �° � m w o 6051050390 104168 I o o PARTITION PANEL I I TRACK 779500 w x m c 6051050390 ~ o -q TRANSVERSE INT COLUMN PARAN ON Q O o Q INSULATION 12 20 INSULATION SILL PLATE SEALER 760600 v °�' WALL TRACK 779600 F_ ~ '� TRANSVERSE,, SEC COLUMN 760600 SEC COLUMN/STUD 6051050390 WALL ��4 0 7 TRANSVERSE TO LONGITUDINAL 8 TRANSVERSE TO LONGITUDINAL g LONGITUDINAL INTERIOR WALL olo CAULK TAPE & CLOSURE INSTALLATION INSULATED WALL INTERSECTION INSULATED WALL INTERSECTION FRAMING @ BASE TRACK LONGITUDINAL INTERIOR WALL FRAMING @ PURLIN CLIMATE CONTROLLED SIDE (VAPOR BARRIER PARTITION PANEL CLIMATE CONTROLLED SIDE 710969 6051050390 INSULATION CLIMATE CONTROLLED SIDE �¢ (VAPOR BARRIER) ine tural SEC COLUMN 779500 20 INSULATION (VAPOR BARRIER) TRANSVERSE TRANSVERSE CLIMATE BARRIER) SIDE SEC COLUMN 760600 WALL PARTITION PANEL LONGITUDINAL 4 (VAPOR BARRIER) 710969 PART. ANGLE CPARTITION PANEL LONGITUDINAL 710969 6051050390 WALL INT COLUMN 779500 6051050390 �4 PARTITION PANEL 779500 FLUSH PANEL SEC COLUMN 710969 LONGITUDINAL SEC COLUMN 779600 CLIMATEWALL 6051050390 TRANSVERSE CONTROLLED SIDE WALL 4 710969 SEC COLUMN tructural 77 INSULATION 12 ine 710969 SEC COLUMN PARTITION PANEL PART. ANGLE PART. CHANNEL #12x1-1/4" - 710969 INSULATION 760600 ONE SIDE 760600 -�— LONGITUDINAL - #120/4" - 760600 SEC COLUMN SECONDARY WALL1.0 20 779600 OTHER SIDE LONGIALLINAL� WALL PARTITION PANEL INT COLUMN 760600 6051050390 � 779600 INT COLUMN INT COLUMN 0 INT COLUMN 6051050390 0 20 INSULATION TURNED DUE TO TURNED DUE TO 760600 SECTIONAL DOOR SECTIONAL DOOR INSULATED LONGITUDINAL WALL ELO PARTITION PANEL 760600 TRA SVERS WALL 10 5» 11 TRANSVERSE TO LONGITUDINAL THRU TRANSVERSE PARTITION C� TRANSVERSE TO LONGITUDINAL INSULATED END WALL TRANSVERSE TO LONGITUDINAL Ii.i w INSULATED WALL INTERSECTION 2 PURLIN LINE 3 INSULATED WALL INTERSECTION 4 @ SEC WALL INTERSECTION 5 INSULATED WALL INTERSECTION �� 0 6051050390 I I 5911043818 � LOCATE TRACK AT UNDERSIDE OF THE LTB O PARTITION PANEL \ INSULATION. SEALANT NEEDED TO E-a W 779500 CLIMATE PURLIN ELIMINATE AIR INFILTRATION IS BY OTHERS El) A SEC COLUMN CONTROLLED SIDE Z % �- a INT COLUMN z Z �4> 00 pq 0 W A LONGITUDINAL x P4 0 W WALL 710969 z C\2 O O E, 4 C x 4 a ~ p0jE" PART # INDEX Il.i � Z 760600 PART# DESCRIPTION -0 Q) 779soo 102702 sill late sealer, 3.5" x 25'-0" roll ( 3082 6051050390 I Date 104168 Rawl Anchor Bolt 3082____ 29 a. PT. panel, GALVM ( 7810045071 20 2/23/22 5911043818 18 a. base track 3.88" x 9'-10" long Drawn by JMN 7810045071 insulation wm —vr 4" X 5'-0" X 71'-0" Scale / 5911043818 1/2" = 1'—0" 102702 Plan No. TRANSVE LL RSE 9 \ I o. P52167 WA 16 TRANSVERSE TO LONGITUDINAL Order 246257 & 246258 INSULATED WALL INTERSECTION INSULATED LONGITUDINAL © PURLIN Sheet No. OBLDG 3 11 . 1 08 FIELD CUTTING REVISION 8y PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS Date SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT PART # INDEX GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS PART# DESCRIPTION BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 5920010126 26 a. gutter, sculpted, MBLK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 5920010226 26 a. qutter, endcap, LH MBLK 5920010326 26 a. gutter, endcap, RH MBLK 31 DOWN SPOUT SPACING & LOCATIONS 5920010582 26 a. trim anger, utter, GALV DOWN SPOUTS ARE TYPICALLY LOCATED 40' O.C. (MAX). SEE FLOOR PLAN FOR ACTUAL LOCATIONS. 5920112326 26 a. qutter downs out strop 4" x 6" MBLK 5920139326 26 a. downspout assembly, 4" x 6"MBLK 10'4 EAVE 6051050390 10.1 oz. tube metal roof sealant C 5920010582 5920010582 5920010126 5920010126 �! A 4. 1I�Fiowa HEADER HEADER J1.0 GUTTER ;. 022.03. ,t � 09 DCIr:113: .5���' 31 5920139326 31 5920139326 DOUBLE JAMB ss 5920112326 5920112326 2 trn ROLL—UP DOOR ROLL—UP DOOR 3 � o J1.0 FIELD DRILL & RIVET .� \ '� J1.0 cn ; .Z ro E 5920112326 5920112326 3 SIDES � 3 FIELD BEND TABS a c a o c DOWN 90'. TABS LAP Z INSIDE OF DOWNSPOUT. o J a a � o eF o m c`nU � ro � o DOWNSPOUT o tru�turai U , :� \ o Q. D BI.jANK SIDEWALL WITH GUTTER B DOOR FRAME SIDEWALL WITH GUTTER C DOWNSPOUT DROP AND � ~ •� ~ �' �. GUTTER CONNECTION r#14 x 7/8" SCREW GUTTER HANGER W/EPDM WASHERS ,n YES GUTTER SS—ROOF PANEL FASTENERS SHOULD BE NO TABS LAP INSIDE INSTALL RIVETED INSTALLED ON "OPEN" OF DOWNSPOUT. 14 X 7/8" SCREW GUTTER BOTTOM 6" OPTIONAL STARTER DOWNSPOUT SEAM TO SIDE OF SEAM. HOLE TO CUT TABS BUILDING SIDE GUTTER HANGER 3 SIDES. EAVE TRIM JAMBS/PANEL T a, DOWNSPOUT DOOR JAMB ANGLE TOWARD IA� OR A—PANEL 4 1/2" REF. 4" BLDG. � / DOWNSPOUT STRAP d — — DOWNSPOUT STRAP SSR PANEL ONE AT MID OF DOWNSPOUT. APPLY SEALANT It FIELD DRILL & RIVET ONE 10" FROM BOTTOM. 1/4" REF. AROUND CORNERS TO CREATE TABS. FIELD CUT AT z 6" DOWNSPOUT RIVET 10" REF. LOCATIONS OF DASHED LINES 4 PER STRAP AT LOCATIONS OF SOLID LINES. z BEND TABS DOWNWARD 90' r loo FIELD CUT FROM TOP TO DESIRED HEIGHT tructur" GROUND ------ -- == -- GROUND GUTTER DETAIL 2 DOWNSPOUT DROP HOLE 3 DOWNSPOUT AND STRAP STANDING SEAM ROOF w SS ROOF CONNECTION GUTTER HANGER SECU REM EN T x w E- A CAULKED DRIP EDGE (CAULK BY OTHERS) OPTION 1 OPTION 2 Z a a (option 1) ROOF PANEL SEE OWNER FOR PREERRED OPTION. SEE OWNER FOR PREFERRED OPTION. Z Z W IF NEEDED NOTCH GUTTER AS REMOVE REAR TAB ul SHOWN TO ALLOW FOR A LAP O JOINT. CAULK WITH ROOF SEALANT IF NEEDED TO CLEAR ROOF PANEL. STANDING SEAM ROOF HAKE TRIM 0 � W AT THE JOINT. SMOOTH EXCESS STANDING SEAM ROOF ® N CAULK TO ALLOW FREE FLOW OF C\2 O 0 � WATER. c U1 \ h GUTTER GUTTER a i� Date HAND FORMED EDGE \ (option 2) 2 23 22 \ i REMOVE FLANGE ® � � � Drawn by BEFORE INSTALLING GUTTER. OPTION 1 CREATES A 1/8" BEAD RIVIT GUTTER HANGER �� 8 JMN OF SILICONE BASED RTV CAULK (BY OTHERS) ALONG THE 5 PLCS. MIN. 2' O.C. Scale ENTIRE UNDERSIDE EDGE OF THE ROOF PANEL TO PREVENT APPLY SEALANT AT 5920010226 1/2" = 1'—��� WATER FROM RUN14ING UP THE PANEL (DO NOT USE BUM RIVET LOCATIONS #14 x 7/8" SCREW GUTTER WEND CAULK or ROOF SEALANT HERE). IN LIEU OF THIS A 1/8" TO 6051050390 GUTTER 5920010326 W DM WASHERS CAP INSTALLED Plan No. 1/4' 30' BEND CAN BE HAND FORMED ON THE LOW EDGE SEALANT 6051050390 TABS LAP INSIDE #14 x 7/8" SCREW P52167 WITH SEAMING PLIERS TO CREATE A DRIP EDGE. TAKE CARE SEALANT ONLY OF GUTTER. CAP NST/END w DM WASHERS GUTTER HANGER Order No. PREFERREDTO OBTAIN A METHOD.APPEARENCE WHEN CHOOSING THIS RAKE TRIM 2 W NDCAP 2 O.C. 46257 & 246258 REQUIRED DRIP EDGE ON ROOF GUTTER SEAM/LAP DETAIL GUTTER ENDCAP DETAIL GUTTER AND RAKE TRIM GUTTER AND RAKE TRIM Sheet No. PANEL_ @ GUTTER ONLY CONNECTION DETAIL CONNECTION DETAIL 11 . 4