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WS-15-2902 4f S - . Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone. (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247953 PermitNumber: WS-11-15-2902 Scheduled Inspection Date: January 29,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: HASSAN, BENJELLOUN Work Classification: Window/Door Replacement Job Address:230 NE 107 Street Miami Shores,FL 33161- Phone Number Parcel Number 1122310130670 Project: <NONE> Contractor: PAHER CONSTRUCTION CORP Building Department Comments REPLACING 2 WINDOWS 1 FRENCH DOOR AND 1 Infractio Passed Comments GARAGE DOOR INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 28,2016 For Inspections please call:(305)762-4949 Page 16 of 33 Miami Shores Village ° 4 g N 10050 N.E.2nd Avenue NE i• ,i Miami i Shores,FL 33138-0000 ,t r III Phone: (305)795-2204 1 �1 ! z Expiration: 0512 12016 Project Address dress Parcel Number Applicant 230 NE 107 Street 1122310130670 Miami Shores FL 33161- Block: Lot: BENJELLOUN HASSAN Owner Information Address Phone Cell BENJELLOUN HASSAN (305)207-0606 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 PAHER CONSTRUCTION CORP ._�....._..........,._� n.. __...�.__ Total Sq Feet: 00 � Type of Work:REPLACING 2 WINDOWS 1 FRENCH DOOR A Available Inspections: No of Openings:4 Inspection Type: Additional Info: p At Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-71-15.57789 DBPR Fee $2.10 11/25/2015 Credit Card $ 111.0050.00 DCA Fee $2.10 $ Education Surcharge $0.60 11/17/2015 Credit Card $50.00 $0.00 Permit Fee $140.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $161.0 In consideration of the issuance to me of this permit, I area to orm the work vered hereunder incompliance with all ordinances andregulations Pe 9 pertaining thereto and in strict n pe g st ct co formity with the plans,drawings, atements or spec ications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b either m m a ent servants or em Io s. I understand that separate permits ar P �Y Y 9 P Ye P Pe e required for ELECTRICAL,PLUMBING,MECHANICAL,WIND S,DOORS, 00 NG and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informs' in is accur d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n ed con r to do the work stated. November 25,2015 Authorized Signature:Owner / Applicant / ontra or / Agent Date Building Department Copy November 25,2015 1 Miami Shores Village NOV 17 2015 ' Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 \ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/y BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. &_- 2�92 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 100 1.7 . t0'4 .90T City: Miami Shores County: Miami Dade Zia: 010P124b . Folio/Parcel#: h- U VI -opt V_ Deo 111110 Is the Building Historically Designated:Yes NO Occupancy Type: *=I Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: jft • 20q••0(168 Address: 2-W k_y�• t0* G!t' City: kigAp M • State: Zip: 99'*10'ptb Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: OAS : 'U Address: �i0 1e�>� G"� • t° City: M t.,6."I State: f"'IL. Zip: � 33 t.&15 Qualifier Name: rO .►` Phone#: State Certification or Registration#: Gam,( 46ZA041 Certificate of Competency#: DESIGNER:Architect/Engineer: 1:ire CiPwR9O Phone#: Address: *gt* &A_*Aey 40wo lam".' City: L"16iAMUM* "State: '-Zip: !3 Value of Work for this Permit:$ SO4*•&V Square/Linear Footage of Work: Type of Work: X Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 6&2&r� yr VOLA. ;_.w Lopows ho.I '6C°t�►NGE-t. ' t Specify color of color thru We.- Submittal ile.Submittal Fee$ �` V Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ! TOTAL FEE NOW DUE; 1 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: * YOU INTEND TO OBTAIN FINANCING, CONSULT WITHYOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceedind$2500,the applicant must promise ingood faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Intabse a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature NER or AGENT ONTRACTOR The foregoing instrument was acknowledged before me this T1he instru :ztwas acknowledged before me this 1U day of 20 t� ',by day of �KK - 20 C by is personally known-la �t,p 4-bl��.ljt-�IDCZ�w�haj ,D�'rcnnally known to me or who has produced b as rpeor who has produced as identification and who did take an oath. . identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: -� _S�R1C +O�Z• Print: Y.i 16Z Seal: Seal: APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ITY NOV C1 2015 MIAMI• BY WAM RADE COUNW PROD CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATO O C OTIRCF.S(ICER) NIiami,Florida 33175-2474 BOARD AND CODE ADNIRMTRATION DIVISION T(786)315-2590 F(786)315-2599 NCMCE OF ACCEPTANCE(NOA) www.mlemidade aovteconomx Clopay Building Products Company 085 Duke Boulevard Mason,OH 45040 ScoPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date staffed below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend.the use of such product or material within their jurisdiction. AER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Commercial Ribbed W6 DP38T Steel Sections)Garage Door up to 16'-2"We APPROVAL DOCUMENT:Drawing No.104858,titled"Commercial Ribbed Doors up to 167"W",sheets 1 through 3 of 3,dated 02/12/2014,with revision 02 dated 04/29/2015,prepared by Clopay Building Products Company,signed and sealed by Mark Westerfield,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered atter a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product:. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. •• 00: • • • • • •• INSPECTION:A copy of dL&ondm NQA 11 be"15Cd to the user by the manufacturer or its distributors and shall be available for inspection at Volob she k4ks 4*t Of tiltpBuitding Official. This NOA revises NOA 014-11.05.02 and consists of this page.I and evidence page E-1,as well as approval document mentioned above.' The submitted documenotibn bras review}6 Cation ISI.Utrera,P.E. 0 �' NOA No 13-0508.08 M E G r Expiration Date: April 16,2020 r ... . �z2P Approval Date: July 30Ps 015 1 . . tI . •• .. • . . V •• Clonav Buildina Products Comoany NOTICE OF ACCEPTAWCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104858,titled"Commercial Ribbed Doors up to 16,r W",sheets 1 through 3 of 3,dated 02!12/2014,with revision 02 dated 04!29/2015,prepared by Clopay Building Products Company,signed and sealed by Mark Westerfield,P.E. B. TESTS "Submitted under NOA#14110102" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC TAS 202-94 5)Tensile Test per ASTM E$ Along with marked-up drawings and installation diagram of Clopay 16'-2"x 81,24 ga. steel garage door,Model 524,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0513.01-13,dated 05/30!2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.7890,dated 10/01/2014,signed by'ldalmis Ortega,P.E. C. CALCULATIONS "Submitted under NOA #14-1105.02" 1. Anchoring calculations prepared by Clopay Building Products Company,dated 10/22/2014,signed and sealed by Mark Westerfield,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 and 5s`edition(2014)FBC issued by Clopay Building Products Company,dated 04/30/2015,signed and sealed by Mark Westerfield,P.E. "Submitted under NOA#14-1105.02" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 10/3112014 signed and sealed by Mark Westerfield,P.E. • ••• ••• ••• ••• Carlos K Utters P.E. • Product Control Examiner • •• • .• •• .•• NOA No 15-0508.08 ... . ... . . Expiration Date: April 16,2020 ... . . . . ... . . Approval Date:July 30,2015 . V: . . . . . .. ... ... .... V .. ... . . MIAM"M NOV 17 2015 MIAMI DADS COUNTY �� ODUCT CONTROL SECTION �++ 11805 SW 26 SU%%Room 208 DEPARTMENT OF REGIII.ATOR C R) Miami,FWde 33175-2474 BOARD AND CODE ADMIUN4 TRA T(7W 315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) wwmmiamidade wlecanomv ECU Windows Systems,LLC 9114 N.W.1W'Street, Medley,n33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such besting and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 600 Aluminum Ontswing Doors-L.AU APPROVAL DOCUMENT:Drawing No.W12-M Rev C,titled"Series 6th Alum Outswing Entrance Door (L.M.ly',sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impad Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet A.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 7.�. 2. Laminated glass types G I and 02 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass W.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERA[INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: T118 M*ppi%prepre coded by the words Miami Dade County,Florida,and followed by the expiration date may be bpla}rdd in hdyepti ipg htgrature. If any portion of the NOA is displayed,then it shall be .. ..i '.: '.' i i e.'. done in its entirety. . INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for UNpogM at thg job-site"eaquest of the Building Official. This NOA revises NO&#12-0402.93 anQi cgnsi is of�this page 1 and evidence pages E 1,as well as approval document mentioned-above• ;• ;• The submitted documentation was reviewed by Ishaq L Chanda,P.E. • • . . ... . . NOA No.154603.13 Expiration Date: March 20,2019 •'•: : : :.'.: Approval Date: October 15,2015 1olZl�s Page 1 ECO windows Svstems.LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled Series 600 Alum Outswing Entrance Door(L.M.I.)',sheets 1 through 9 of 9(inclusive 7.1),prepared by AI.-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and scaled by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI 12 3357,HETI 12-3358,HETI-12.40031 HETI 12-4003 and HETI 12-4027dated 03/16- 26/12,all signed and sealed by Rafael E.Droz Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and stmctural analysis,complying with FBC 2014(5t6 Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies wl ASTME 1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc.for the"Butacite 0 PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Sella,P.E. 3. Lab compliancegs pqt of the above referenced test report. G. OTHER .: .': : : :.: 'e 1. This NOA revissNOA Me402APAt iAng 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. . ..•. . ... ... ... • .. • • 4 • . •• % bhaq L Cltanda,P.E. Product Control Examiner NOA ft 15-0603.13 ••• • • • +•• . . Expiration Date: March 20,2019 Approval Date: October 1S,2015 ... . . . ... . . • C VEIL tilTY NOV 17 2015 MIAMI• WM4%1tIIDADX COUNTY ME �Y PRODUCT CONTROL SECTION DEPARTMENT OF REGULA OIkII OIIRCES ) 11SD5 SIV 26 Street,Room 208 WARD AND CODE ADMIN TI IVISION T(786)315-2590 F(7863 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aovlemnomv ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33139 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dadd County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AZ 1J(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 112000/2050"Aluminum Horizontal Sliding Window-L.M.L APPROVAL DOCUMENT:Drawing No.W03-75,titled"Series-2000/2050 Alum.Horiz.Sliding Wdw. (I..M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08!27/03, with revision "H" dated 09/16/14, prepare! by Al-Farooq Corporation, signed and sealed by Javad Ahmaii, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, Colombia, America Latina, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ff any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this eftirg.149A shall l�p%sided to the user by the manufacturer or its distributors and shall be available for insp&ffg4 a=tle,*site at the request of the Building Official. This NOA revises NOA No.13-0617.2,Tkd c&Es&df this�agc l and evidence pages E-1,E--2 and E--3, as well as approval document menNoneid above • • • • The submitted documentation was reviewed by Jaime D.Gascon,P.E. .. .. ' ....'• ' NOA No.14--09WO .. a f,�'! ••• • Expiration Date: November 06,2018 Approval Date: February 05,2015 0:0 page I . .. .. . . . .. .. ... . . . ... . . ESS Windows,LLC NOTICE OF ACCEPTANCE; EVWENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC Edition (2014), and cif' no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC-3010, and of no financial interest,dated 12/08111 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (SubinhYed parfidly under previous NOA No.12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Subtttltted partially under previous NOA No. 12 0223.46) 4. Laboratory compliance letter for Test Report No, FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Subrrtifted tinder NOA No. 09�-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12120/07, signed and sealed by Carlos S.Rionda,P.E. (Subinitted under NOA's No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL--3809 and F TL-3804, { issued by Fenestration Testing Laboratory, Inc.,dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28,issued to ES Windows, LLC, for their Series "2000/2050" Aluminum Horizontal Sliding Window-L.MI., approved on 09/19/13 and expiring on 11/06/18. .. ... . . . . . .. . int .-�'�'`•s```�-•-..� . ... . ... ... ... Jaime D.Gascon,KX • • Product Control Section Supervisor •• NOA No.14-0923.10 . .. . .. .. .. ••• ••• Expiration Date: November 06,7018 Approval Date: February 05,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under NOA's No.'s 03-0910.02 and 09-100&06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F 58804107 and per FBC 2411 3.2.1,TAS 202-94 7)Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5811,dated 02/16109,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-1008.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 20294 4)Large Missile Impact Test per FBC,TAS 20194 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per ASTM F 588-04107 and per FBC 2411 3.2.1,TAS 202-94 t 7)Deglazing Force Test,per ASTM E 98748(R2009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared hj.Fen estretioi •Testing Laboratory, Inc., Test Reports No. FTL 5338 and M-5475,Weed 0017108 and 12/20/07 respectively, si need and sealed by Carlos S�RioAla �A 1.• �•; ..' (Submitted under previous NOA No.-08-0527.13 and 07-0928 . ... . ... ... ... Jaime D.Gascon,P.E. • • • • • •0 0 Product Control Section Snpervisbr •• • NOAN6.14-0923.10 ••• ••• ' Expiration Date: November 06,2018 Approval Date: February 05,2015 . .• •. . . . .. .. ... . . . ... . . f ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per AAMA 1302.5-76 and per FBC 24113.2.1, TAS 202-94 7)Deglazing Force Test,per ASTM E 987-88 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C. Chan,P.E. (SubinhMed under NOTA No. 03-0910.42) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by Al Farooq Corporation,dated 09/09114,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-9.8/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(ftER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their`DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13,expiring on 12/11/16. . . .. . . . . ... . • . . • . :.. - .. ... ..: Jaime A Gascon,P.E. • Product Control Section Supervisor " • • • • • NOA No.14-0923.10 Eaplration Date: November 06,2018 Approval Date: February 05,2015 ES_Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SIUBMTTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5`° Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBG x010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted pardaUy tinder previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partdadly under previous NDA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submifttedtinder NOA No. 09 X008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09,signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FT"475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA Is No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s F1I!-3809 and FTL-3804, issued by Fenestration Testing Laboratory,Inc., dated 06/16/03 and 05/15/03,revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series "2000/2050"Aluminum Horizontal Sliding Window--L.M.I., approved on 09/19/13 and expiring on 11/06/18. • • •• • . • • • (l.. •• ••• •• • • • •• • 0:0 • 0:0 ••• 0:9 Janne D.Gascon,P.E. 0 ; ; ; Product Control Section Supervisor •• • • • • • • • NOA No.1A-0923.10 ••• • ••• • • • Expiration Date; November 06,2018 Approval Date: February 05,2015 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 111" ® � WINDOW WIDTH I 1 O" MA� ADOL ANCHOR 11p Z 1 STILE AT STILE ENDS H Q 6° MAX. ENDS EAD 5" FOR SHEETS 2 & 3 ACITY SILL M' HEAD/SILL CORNERSA _ FALSE MUNTINS p • +! •� ��J 1_`tet MA8 Y 8E USED LIED) Q L p yd, lI �1 Ij �i II 11 V t{ ==moi=fir=== i _ It /! It 11 /T ilia II /T 11 3 ° u,�" ITS i! I� "� �I ° ti "� 4 6 (!. to tz -I II sl II _ - ti -4 - II =IF II o L fIt e[�u z �,, __.7�-- r-- it - �r 11 s 1 1 1 1 It (I I) II II 11 ' It 11 11-- -- �-- - 1 - - ; - - - 1 - i • g II !1 II 11 11 � • •� ••••i ;t h �I h it • 111�� 1 t t ! d- � • 33 1/2° 33 3/8" 33 1/2- 0 • U m •••�. • D.L. OPG. D.L. OPG. D.L. OPG. ° . ••••• 37 5/8" 37 5/8" t0•• • • VENT WIDTH HENT WIDTH • 3 Q ••••• 0 cq TYPICAL ELEM00 a z � 3i _jv THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. : o _ SHUTTERS ARE NOT REQUIRED. (n SERIES-2000/2050 ALUM HORIZ. SLIDING WINDOW � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I z CHARTS SHOWN ON SHEETS 2 & 3. c APPROVAL APPLIES TO SINGLE -UNITS OR SIDE 13Y SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF v c, TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED 9 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. � O g ai ai THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE N o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE {HVHz}. LARGE MISSILE IMPACT , WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER M LOADS TO THE STRUCTURE. EW. JAYAO AiiMAO n a i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS BASFIA L74592 EMBEDMENT TO E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ , gu ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PRODUC°f)��li$BD ,1 NOT PART OF THIS APPROVAL. c0pap2piwllht rld$ � � i $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ao4e NO drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Oma COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 2014 W03-75 REQUIREMENTS OF THE FLORIDA BLDG. CODE. MlstniAde Prada Ca►ival (sheet '{ of '� 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERLAYER SILICONE SILICONE r SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY `DUPONT' DOW CORNING 795/983r DOW CORNING 795j983 $ m 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS z rn 0 z g a SILICONE SILICONE , t t t I I IIL DOW CORNING 795 DOW CORNING 795 �n gp 3 'a 9 it It �t II U Z z 21 fit 21 d" Q u c� to Q 28 �a AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES a WIDER THAN 36" WIDER THAN 36" 8 w 5/16" LAM. GLASS 7/16" LAM. GLASS 4 �3 0 n 8 � � AT 1/4 POINTS ON UWE[ES AT 1/4 POINTS ON UTES ALT. GLAZING OPTIONS S WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN BE USED WITH ALL Q CLASS TYPES SHOWN ON THIS SHEET. 1/8" ANN. GLASS 1/8- HEAT STREN'D. GLASS •• i•• ••••i .090" INTERLAYER 090" INTERLAYER �• • �. • BUTACITE PVB BY 'DUPONV BUTACITEPV8 BY 'DUPONT' • c ••�.• 1/8" ANN. GLASS 1j8" HEAT STREN'D. GLASS y. "•" .• ••r> SILICONE SILICONE • DOW CORNING 795 DOW CORNING 795 • • Vj• • •••••• Z m ? >2 stn i•.••i i ?y ,� • • • 21 i I I 21 c� S N�y io ki t9 I h Mj• t Z�i_j �Q � Oda V)N g 0 �� • � 28 8 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'B' GLASS TYPE 'B1' a t N 0 1' 3j16" ANN. GLASS 5/32" NEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS � 090" INTERLAYER .090" INTERLAYER .090" INTERLAYER o `' SENTRYGLAS BY 'DUPONT' BUTACITE PV8 BY 'OUPONT' S£NTRYGLAS BY 'DUPONT' a 3/16" ANN. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SILICONE SILICONE SILICONE o v $ DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 Z m Z m a m L 0 u x 21.1 g g 21 t = 21 , n o1 1 t Engr. JA AD M"D 7FLA, PE •B 1CML IM' PRODUCE REVISED 9 b` a o o as ta>*YbB w11h the F ad& � a � �.ACCOMCONG . to 28 � 28 � 28 .4 drawing no. AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES r WIDER THAN 36" WIDER THAN 36" WIDER THAN 36" }1j►— Gonad C 20% W03-75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' [sheet l.lof 9 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 STD. ANCHOR SPACING ADDL. ANCHOR �cilcc I STD. MTG. RAIL (FRAME SILL 01, 2. 3 & 4) H.D. MTG. RAIL H.D. MTG. RAIL SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS SEE DETAILS BELOW FOR EXT(+) LOAD UWTATIONS (SILL +3 & 4) (SILL 13 & 4)** Z ti GLASS TYPE 'Al' GLASS TYPE 'Al' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'Bi' GLASS TYPE 'A' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'D' GLASS TYPE 'D' O v WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXI:(+) INT.(-) 6 6. 26 i/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - i 37' 26' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ' t-4-- 53-1/8" 53--1/8" (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 5cy Q G 26-1/2- 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - O 37" 38-3/8' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - STD, MTG. RAILS ,�, MT(; RAILS 4 �1 , 53-1/a" (3} 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - S-2000 S-2050 74' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 37" 50-5/8" 4 70.0 80.0 70.0 90.0 70.0 80.0 a0.0 90.0 - - 53-1/8' (4) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - C c� ; y • • 74" 8 - -- 70.0 90.0 70.0 80.0 80.0 90.0 - - • i••• •• 26-1/e 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - •• 14 • n •••••• -1i • • " •• R 37" 4 58.9 67.3 70M 90.0 70.0 80.0 80.0 90.0 - - t� •••••• 53-1/8- (5} 6 42.6 48.7 70.0 a6.5 70.0 80.0 80.0 90.0 - - • ••' •••••• 74" a - - - �- - - 75.3 75.3 80.0 90.0 •• moi••,M� •si••• • 24" 3 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 - - 5 •• •. 36 4 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 -- - 48" 24" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ' �' • • •••••• 60" (2} 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - -- :• •- • • � "rte� i••••i 72- 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - O plh 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - Z m 36' a 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - g LL. 48" � ) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - AL 6A�&E6A 1 UI N - v 60° 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 5 W�- 72- a 70.0 $0.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 -- - 36" " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - H.D. MTG, RAMS H.D. MTG."RAILS 48' 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - S-2000 S-2050 60" 6 70.0 80.0 70.0 90.0 70.0 80.0 ao.0 90.0 - - 72' a 70.0 80.0 70.0 a" 70.0 80.0 80.0 90.0 - - x �► 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 -- - ssRc glth dw)1 lmda o D=IUVISBO "' 36° 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - l�d�� a o 48° �) 6 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 - - A�1 4 tea, v 60- 6 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 - - I , z 5 72' 8 - - 70.0 78.7 70.0 78.7 80.0 82.7 80.0 90.0 F!1► liar etCf ritm A = NO. OF ANCHORS PER HEAD & SILL w ( } = NO. OF ANCHORS PER JAMi3 NOTE: c m GLASS CAPACITIES ON THIS SHEET ARE ° BASED ON ASTM E1300-09 (3 SEC. GUSTS) y AND FLORIDA BUILDING COMMISSION ` W � DECLARATORY STATEMENT DCA05--DEC--219 oo to EW. aAVAD AMM cpX a N FLA. PE f 70592 CAN 3538 *1 *2 *2 *4 Li6 -5 il-I drawing no. 0 2014 W03--75 STD. SILL WITHOUT RISER STD. SILL WITH RISER H-RISE SILL WITHOUT RISER HI-RISE SILL WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 67.5 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF sheet 2 0 9 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 i DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 STD. ANCHOR SPACING M. ANCHOR SPACING ADDL. ANCHOR '1"1` M SEE DETAILS BELOW STD. MTG. RAIL (FRAME SILL *1, 2, 3 & 4) H.D. MTG. RAIL. STD. MIG. RAIL (FRAME SILL 1, 2, 3 & 4) H.D. MTG. RAIL H.D. MIG. RAIL,k FOR EXT(+) LOAD LIMITATIONS SEE DETAILS BELOW FOR EXT(+) LOAD U ITA71ONS (SIIJ, *3 & 4)'k Z SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS (SILL *3 & 4) (SILL 3 & 4) GLASS TYPE 'Al' GIASS TYPE 'Al' GLASS TYPE 'AI' �a GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'B1' GLASS TYPE 'Al' GLASS TYPE 'B1' a GLASS TYPE 'A' GLASS TYPE 'Bl' , , GLASS TYPE 'D' GLASS TYPE 'D' GLASS TYPE 'A' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'D' 40 8 WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE D GLASS TYPE 'E' GLASS TYPE 'E' WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) MTH HEIGHT EXT.(+) INT.(-) EXT.{+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 740 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74' 26" 8 70.fl 80.0 70.0 90.0 70.0 80.0 80.0 90.0 19 O 0• 106-1/4" i' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4" (3) 11 70.0 00.0 70.0 90.0 70A 80.0 80.0 90.0 ill" 12 - - - -- -- - 80.0 90.0 - ^ 111" 12 - - - - 80.0 90.0 VV k 74" / 9 70.0 80.0 70 0 90.0 70 0 80.0 $0.0 9d.0 = = 74` 38-3j8" 8 70.0 80.0 70.0 90.0 70.0 80A 80.0 9010 Q Q t 106-1/4" (3}8' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 106^1/4" (3) 11 - 70.0 90.0 70.0 80.0 B0.0 80.0 0 4�g 111" 12 - - - -- -- - 80.0 90.0 - - 111" 12 - - - - - - 80.0 90.0 , It4i C 74" " 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74" 50"5/8' 8 _ 70.fl 90.0 70.0 80.d 80.0 90.0 W z 106-1/4- 50-5f8 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - (4) j a I 11 i" (4) 12 - - ^ - - - 800 90.0 - - 74. 63' 8 _ _ - - 80.0 90.0 to a r 74" 9 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (5) • 106-1/4' S 12 - -- - -- - - 77.1 77.1 80.0 80.0 72" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 •"•• 12 - - - - - - 75.3 75.3 80.0 90.0 84' 24" 8 700 80.0 70.0 90.0 70.0 80.0 80.0 90.0 i • i• •• 72" 9 70.0 80.0 70.0 90.0 700 80.0 80.0 90.0 - - 96' (2) 9 70.0 so.0 70.0 90.0 70.0 80.0 80.0 90.0 84` 24" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 108" i *• • • •••• 11 70.0 80.0 70.0 90.0 700 80.4 �.0 90.0 96' (2) 9 700 80.0 70.0 90.0 70.0 80.0 80.0 900 - - 7Y 8 70.0 800 70.0 90.0 70.0 80.0 80.0 900 ca. •• a �f.• •• f08` 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 36" 8 70.0 80.0 70.0 90.0 70.0 80.0 $0.0 900 •• •�j • •+i•• 72` 8 7Q.0 80.0 700 90.0 700 $d.0 80.0 90.d - - 98" (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 • • } •i •••a• 84' 36` 9 70.0 80.0 700 900 70.0 800 60.0 90.0 - - 108" 11 - - 70.0 90.0 700 80.0 80.0 90.0 a •• 96' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 727 8 70.0 800 70.0 900 70.0 80.0 80.0 90.0 = • • • ••••• f 08" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84" t4} 8 - - 7d.D 90.0 70.a $o.d 80.0 90 0 Q :.... 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96" 9 - - - - - - 80.0 90.0 ,�, Q 1-- M•�* • 84" 48' 9 700 80.0 70.0 900 70.0 80.0 80.0 90.0 - - 72' 60'(5) 8 - - 70.0 90.0 70.0 80.0 800 90.0 N Q tit � z 96' (4) 9 7o.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - A = NO. OF ANCHORS PER HEAD & SILL c f08" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ( ) = NO. OF ANCHORS PER JAMS 72' 9 54.2 61.9 70.0 90.0 70.0 80.0 $Q.Q 900 -- - (1/4W) (i/2W) (1/4w) Z;3 04 84" 6Q' 9 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 - - I _ W u g 96' (5) 9 - - 70.0 83.9 70.0 80.0 80.0 88.2 80.0 90.0 6 6 "'�" �Y'+ 108" 12 - - 70.0 78.7 70.0 78.7 80.0 82.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL { ) = NO. OF ANCHORS PER JAMS 5 0/3w) (1/3W) (I Am) OPERATING VENTS TO 13E 1/4 OF THE WINDOW WIDTH �+ j. �. ' s'D�RA1L3 PP.ODUt"T REVISED o 4- S-2000 S-2050 w cop*yI*whh die Florida AOCC1lIf�1CC I�� ° V � v IL L--] ci OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH bi m sa NOTE: � GLASS CAPACITIES ON THIS SHEET ARE d°-, ° BASED ON ASTM E1300-09 (3 SEC. GUSTS) �; o ti 9 x AND FLORIDA BUILDING COMMISSION ` � 5 DECLARATORY STATEMENT DCA05-DEC-219 d En9r: JAVAD AWMAD N j �-- 00 OD oD h M A 7Q592 038 2Np, *3 *4 tii, Ta sA ear drawing no. -A r! �c5W03--75 STD. SILL WITHOUT RISER STD. SILL WITH RISER HI-RISE SIU. WITHOUT RISER HI-RISE SILL WITH RISER Rx. WTG. xAlf g,D, , RAit s �01� sheet 3 Of 9 LIMIT EXT.(+) LOADS TO 53.3 PSF LUT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF LIMIT EXT.(+) LOADS TO 80.0 PSFS-2000 S--20M METS- WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o 1By AND TRANSFER THEM TO THE BUILDING STRUCTURE. WOOD BUCK Z �--------------------� z d a v Ed 4 a v I -------- OVER I MIAMI—RADE COUNTY APPROVED I 1 Q 'IMULUON & MULLION ANCHORS t I TYPICAL ANCHORS: SEE ELEV. FOR SPACING a- ..4 d o a a j 1,SEE SEPARATE NQA q a d t I j ,)/4" DIA. ULTRACgN BY 'ELCO' ( y= I) Q 8 Ed t Fu=i 77 KSI. F 155 KS £d ..�.:� •; • " �.�' I i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _- -------__JI 1-1/2" MIN. PENETRATION INTO WOOD L $ THRU 1 BY BUCKS INTO CONC. OR MASONRY 17 ' g ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �► 1 IN DIRECTLY INTO CONC. OR MASONRY jig 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY g TYPICAL ANCHORS TYPICAL ANCHORS J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 2-to ` SEE ELEV. SEE ELEV. a FOR SPACING FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") n , u INTO METAL STRUCTURES • 4 I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •• *see* ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) : • • +� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '3 • : •• •••• + Ed - ANCHOR EDGE DISTANCE „ • • • •••• INTO CONCRETE AND MASONRY = 2-1/2" MIN. o •• •'•9' INTO WOOD STRUCTURE = 1" MIN. . . tl� 00000 INTO METAL STRUCTURE = 3/4" MIN. m •• 0099: ti I WOOD AT HEAD, SILT. OR JAMBS SO - 0.55 MIN. � ' w i•• e• ••••• o CONCRETE AT HEAD SILL OR JAMBS f'c - 3000 PSI MIN. '�Q to'� ••e• C—gD HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MW. �p � C.4 M• •: • P I I o M N SEALANTS: I I � I , FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL V} 04 0 SEALED WITH WHITE/ALUMINUM COLORED SILICONE. W � J II , NEEPHOLES: ' ' 4 W1 = 1-13/16" X Ile WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE 7 II 11 W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END g a O 0 og O i N g 22 w w 1 PRODUCT RRVISF.D compbbs with the Magda 0 4L BONUS do 14 �.../ 25 701100 0 re 04 o p g 04M z ' ads Contra o 1O a Nfn = O1 c � i1 S1 - SERIES-2000 0 will x 2 I ,g SERIES-2050 dad a e En9r• JAVAD AtitdlW t 4 a• I CML N g gx a FIA. PE 1 70592 0 �. .a o. a. \ \N o ys V o s. `• o ' Ea a e18Y e d 8 I c WOOD BUCK s I CHORSTYPICAL ANCHORS drawing no. w1 Ed EESTYPICAL OR SPACING a SES ELEV.---"""' LEV. h++ W03--75 • �- f �a g FOR SPACING c 2�1� sheet 4 of SI 1TEI+i PART d QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIKIi/REMAI2K3 � u) TYPICAL ANCHORS 1 ES10o3 1 FRAME HERO 6063-T6 - M SEE ELEVS. FOR SPACING F---------- —--�i� 2 ES2001 1 STD. FRAME SILL 6063-T6 - I IMUAMI-RADE COUNTY APPROVED I I 2A ES2012 1 HI-RISE FRAME SILL 6063-T6 - ([MULLION & MULLION ANCHORS II �. o,A ' °•' ' 115EE SEPARATE NOA 11 3 ES2003 1 FRAME JAMB 6063-T6 I Ed o I I 1I 5 ES1005 1/ VENT FIXED RAIL (S-2000) 6063-T6 - '` s I I Ed i I 5.1 ES1051 1/ VENT FIXED RAIL (S-2050) 6063-76 - v A I a` I L_-- -. --------3� 6 ES1004 1/ VENT STD. VENT MEETING RAIL (S-2000) 6063-T6 - `•_� A�,.• 6A ES2004 1/ VENT H.O. VENT MEETING RAN. (5-2000) 6063-T6 as {� 6.1 ES1052 1/ VENT STD. VENT MEETING RAIL (S-2050) 6063-T6 Q h it 6A.i ES1053 1/ VENT H.D. VENT MEETING RAIL (S--2050) 6063-T6 - ( Q } 27 68 ES-2004A i/ VENT HA. VENT MEETING RAIL (S-2050) 6063-T6 ALTERNATE TO 6A lr raj ES-1053A 1/ VENT H.D. VENT MEETING RAIL (S-2050) W63-76 ALTERNATE TO 6A.1 a 93 93 ALT. 7 ES1007 2j VENT TOP AND BOTTOM RAIL 6063-75 - TYPICAL ANCHORS 8 ES1006 i/ VENT JAMB SIRE 606 T5 - SEE ELEV. FOR SPACING �` ZL 9 ES1008 AS REQO. GLAZING BEAD 6063T5 - � 9A ES1103 AS READ. SQUARE GLAZING BEAD (5/16° GLASS) 6063-T5 - g g8 ES1017 AS REOD. SQUARE GLAZING BEAD (7/16° GLASS) 6063--T5 - 10 ES2002 1SILL TRACK INSERT 6063-T5 - • • • i••f'.,• ••••�• ii ES2011 AS READ. ISTD. SILL RISER 6063-T5 - _ 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063-76 AT 8- FROM ENDS �'•a' ••••i• 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11- FROM ENDS, BY INTERLOCK N i1' . • 128 #8 X 1- 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS • z t••p ;••••; 13 ESi 012 i/ LATCH VENT LATCH SPRING ST. STEEL - •� . ••••• 14 C 18251 N AS READ. FOAM FILLED FABRIC W STRIPPING - SCS{t EGEL • •• (J Q•• ••:••• 15 #8 X 1° AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS • o •••••• • 16 i8 X 3. 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRs P.H. SMS i d cp K ••••i• 16A #10 x 4" 2/ VENT FDL RAIL SILL SCREWS (HI-RISE SILL END) CRS P.H. SMS { 17 W23211 NG AS READ. VENT & FIX. RAIL W'STRIPPING - ULTRAFAB A an q •••• 18 W23291NG AS READ. FRAME JAMB W'STRIPPING - ULTRAFAB � Z_3•�m 19 WPHL-10¢ 2 BAFFLE, AT r FROM EACH END - M & M PLASTICS �i o 20 Ifo X 1/2° 2/ BAFFLE BAFFLE SCREW - F.H. SMS fA N . 21 ES1OiO? AS READ. GLAZING WEDGE SOFT FVC DUROMETER 70 SHORE 'A' Ln W c', A 21.1 ES4013 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' M 21A 27-425 AS READ. GLAZING CASKET EPOM DUROMETER 60 SHORE 'A' 22 ES2007 4/ VENT ROLLER MUSING & GUIOE PLASTIC - g 23 ES20D6 2/ VENT ROLLER BRASS/ST. ST. - 24 ES2005' 2/ VENT ROLLER PIN ST. STEEL -- $ 25 - 1/ WEEP OPEN CELL FOAM PAD - 1° X 3j4- X 1° LONG qhs 26 - 1/ VENT 5/18° BOX SCREEN - OPTIONAL ° v a 27 ESI 505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 28 27-372 2/ LITE SETTING BLOCK, 7/16- X 3/16" X 3-1/2° LONG EPOM DUROMETER 75±5 SHORE A .N. W P N Y r m C Id � o RL4 ,o B 27 m w r, ca x ALT. •. M ' t:ngr. JAVAD AHLfAD � CML •° �a •v FLA PE f 70582 ° \ 1L 3538 bi v a PRODUGTRSVISED v as complIft wkb the Pic" , v• > v v• Y BuRdlag�OlawnceN v TYPICAL ANCHORS L> Dtttis drawing no. SEE ELEV. FOR SPACING ► -.. -_:� CT 2014 w03-75 MLemIM Product Cautrot sheet 5-0—f-901 VENT WIDTH Q 1/4- MAX. ! SHIM 12 D.L.O. @ 1/4- MAX. HEAVY DUTY o 13 STD. SHIMS Fj c=i 6A z z ;-I'- YMETAL WOOD BUCK STRUCTURE 17 g. + - - - - - a 17 a s -_ _ _ _ - _.- ' TYPICAL ANCHORS s a -----SCREEN OPT. ----- o �, SEE ELEV. 0 pip FOR SPACING 8 C a D.L.O. —_—_— --_ IL z EXTERIOR a WINDOW WIDTH 17 XU LAYOUT = __ - _ •• •••• - TYPICAL ANCHORS 4 ♦ • - SEE ELEV. FOR SPACING OX OPPOSITEor ------J o-- -- • i• •••• • •• 0 • • 8 • 0 0 000 000 VENT WIDTH 004 q; •• • M. 0 �i 4 •• 0 00i0 • " 0000 • ••1/ v£NT wlonH t/4" mm. � . 3 13 MAX SHIMS 18Y UR C :• •••• 2 Y WOOD SUCK 18 6 W000 SICK �04 v)0 •• :••• _ 2! L IL - UfN � 17 ; Wig W - - - - - - - V TYPICAL ANCHORS ----a S - -- = SCREEN OPT--- SEE ELEV. SCREEN OPT . I vFOR SPACING 6 EXTERIOR WINDOW V11DTH w a XOX LAYOUT ''< - f PRODt)G7'RESi1bc ti�lotida u as campiyln8ED a 10 Acc*w=No MAX. . TYPICAL ANCHORS bete MIAMI-DATE COUNTY SEE ELEV. FOR SPACING L AL . APPROVED MULLION27 l as SEE SEPARATE NOAogre ct ntcsl" o °s �4 ' ; �; SERIES-2000 1 4 1 ! VENTS WITH SPRING LOADED LATCHES Engr .IAVAD AHMAt1 y a A CIVIL � N RA. PE / 70592 q w •a - jI Ij N. 3538 � II � 11 0 _ _ TYPICAL ANCHORS 'i F I ----_-..____ � � _ ,�:•.�' 5££ ELEV. FOR SPACINGc i L j I drawing no. 4 0 2014 WINDOW WIDTH WINDOW VNDTH a W03-75 sheet 6 VENT WIDTH ( () ) r 1/4 MAX. �✓ I SHIM D.L.O. sal HEAVY DUTY a \./ 1/4^ MAX. j IT2 STD. SHIMS d � a 6. 4 113Y K _ m WOOD BUCK + + p -2 9O 18 METAL 17j STRUCTURE o ---------^- 17 v p $ . . - --- - - .mmm" ° TYPICAL ANCHORSC ..----SCREEN OPT. -------- - - - SEE ELEV. o :.Tu ob FOR SPACING 58.1 a D.L.O. EXTERIOR WINDOW WIDTH XO LAYOTYPUT i 7 NAL ANCHORS - •� •• .... . SEE ELEV. FOR SPACING OX OPPOSITE 1s : • • ..i •••• C VENT WIDTH � � .d •� � ••i• � 1/4" SHIM VENT WIDTH 1/4- MAX. OD 4 •• •••• • MAX. @ SHIMS 'T' •• W • Iffy 4 mid• i• •••• 3 i$ WOOD BUCK .-• • O Y WOOD BUCK b o ©n � ••••• STRUC RE •• • v. � Z ��• i 0 0 2 a o 17 v LTJ aij 'TYPICAL ANCHORS -----SCREEN OPT _ + + _-_ -o ; ---- SCREEN OPTr-----/ SEE ELEV. ay , FOR SPACING v ' W m EXTERIOR g 4 WINDOW WIDTH a a rREVISED XOX LAXQUT PRO �Y/ �voilhompla-d-6 {®y .Bg j/�� gj1] No IM .e/ . s�+1aN Accepla�Na '^� i.^. MIAMI-DADE COUNTY SEE a". FOOR TYPICAL SS'PACNG APPROVED MULLION By -• can N SEE SEPARATE NOA Miami sale Pea act Control ` o c g SERIES--2050 1 VENTS WITH SWEEP LATCHES M EngrJAVAD AHMAO o 1 1 CML H FIA. PE f 70592 °$ I I CAN 308 • ii `---------_ drawing no. W03-75 CT 2014 .� WINDOW WIDTH � WINDOW WIDTH .� sheet 7 of 9 1-2, 0 .857 .837 2.063F-2.063- 4� 1.242 n .803 .062 062 ,082 .329 of .715 �� - I Z L �- 1.434 tt yy -«I b . 803 2.186 1.344 2 .813 147 /0 1.130 93'0 i.t30 .05011 O a r.062 .930 �9 GLAZING BEAD 3 837 W- 0. o L.250--i ,.25o O VENT TOP/BOTTOM RAIL 1.421- .813 .421.813 STD. MEETING RAIL STD. MEETING RAIL Q a I 2.188 ® SE18ES-2000 i� SERIES-2050 SQUARE GLAZING STOP a R .930 k�--1.400 1.122 7� Q .o6z � 2.063 2.063 t FRAME BEAD .949 r, 203 �'� 078 .062 .062 .992 [1.118- 1.149 868 1.230 1.630 1.630 930 1 .930 803 A50 4�t .813 i2 VENT LATCH 'Ou .489 .837 .983 1.250 .813 i.250 1.250 ••• •..••• .062 2.190 98 •+ w :•••� �• ••• . n •••••• 1YP. Q JAMB STILE .062 � H.D. MEETING RAIL H.D. MEETING RAIL � 2.996 2.375 T .77�Q J-�� SERIES-2000 1 SERIES-2050 SQUARE GLAZING STOP +•• ¢ +� :+++.: 2.130 (� + c"iJ files+• + 2.268 2.063 2-063- -1 .063 •.� V �.•� ••i••� •• �-" Y.. •••••• 500 .062 O �.• •Ti • •• FLUSH FRAME ADAPTER ..}77 1'• r � 20 .062 1.630 062 a 1.63Q + • • 2.392 2.555 .9130 .930 ' �.• ; O �`•t+)..4. i•••• �2 STD. FRAME SILL 1.6782 1__�_ � � z 992 1.118 '868 � § o � 1.250 1.250 Nc� Q os2 isi 813 �• .969 -' '719 H.D. MEETING RAIL H.D. MEETING RARL 68 SERIES-2000 SERIES-2050 ug FRAME JAMB .983 2.113 2.181 31 U .078 .068 -1-675T-� 994 ( Y a .078- 2.816 c � � N 3.437 .450 a � 1.212 g92 1.212 992 4110 i 2.500 .062 ' .046 .062 t.250 1.250 0 n 2.330 FIXED RAIL FIXED RAIL •� HI--RISE FRAME SILL i t SILL RISER 0 SERIES-2000 SEtBES-2050 g m o s r -1.328 r- 224 Engr %VAD AWV� 'N .188 - RA. PE 70592 r, 062 .250 N. 3538 312 I as to �ly�Fwds l; 1.098 k--x-.250 .115T--i t�w No �'� L 8tt, drawing no. C 20thWQ3--75 SILL TRACK GLAZING WEDGE a sheet $ of g SCALE ,:1 Q 1 It � a Cao 431 4 .Jill � FRAME TOP CORNER . • n •• so • b ,� • e • o 9•••e0 e ••••• 15 VENT TOP/80TTOM CORNERS • = j e N• • ©r"M •e•e•• tS(K�p�SSy f• t4 • • � N � i o � taa oSE ?- PL IDI til � � Na m o 4d Id O 0 c5 FRAME 80TTOM CORNER M "r. JAVADAHMM FLA.C APE 70592 } PRODUCI'RAY158D ,� escomplYinBttseFtotlda I n i 18 13vaWIOSGodo ✓ Aacyston drawing no. 0 FIXED M7G. RAIL CORNER RY 4 014 W03-75 Miami ado Pia sheet 9of 9 U 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 0 .090" Interloyer 090" Interloyer 1 Butocite PVB Butocite PVB `y By 'Kuroroy America, Inc.' By 'Kuraray America, Inc.' n 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS IN j SILICONE SILICONE 0 6 z m DOW CORNING 899 z m DOW CORNING 899 cis io 2626 -- r � � 0 m 14 8 / ; s '� f d 34 Sao -0 N SETTING BLOCKS AT LAM. GLASS " � W $r REQD. FOR WIDTHS EXCEEDING 36 ONLY. ~J ~I NOTCH CLEAR GLAZING BEAD LEG TO GLASS TYPE 'G1' GLASS TYPE '112' � U • a 1/$" TEMP. GLASS ' • • 5/18" AIR SPACE jj •'•••• 118" HEAT STREN'D. GLASS •• • •••• • W •••ry .090" Interlayer •• 'rz �j ••••• Saflex Clear And Color Glass ••• W lal•• �• ••:••• By 'Eastman Chemical Co.' ••• 00'•; *000:0 • U7 h 1/8" HEAT STREN'D. GLASS :" r j'� •. SILICONE • •� � Ln '••• • z m DOW CORNING 899 ••• 2 - -"p. �•••• 26 ST. STEEL � io METAL SPACER '$ OO rn 15 E Wo)> SILICONE} 1 38 SERIES 600 � 4 � I I ALUMINUM OUTSWMG EN'TRANCDOOR I SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SETTING BLOCKS AT INSUL. LAM. GLASS STAND ALONE SINGLE SIDELRE SEE SHEET 3. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS c 6 SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 2 a o LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. 3'fmuC T 0"911) w DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION I RESISTANCE IS REQUIRED. A`+eepteoteNe t+ 0 00 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �'=nI,'�`��` N S g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Ate/w* L Ceriknl o o L 0 d dl V HURRICANE ZONE (HVHZ). 113Y OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY a TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ' Engr: JAVAD ARM EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. F C�CIVIL n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE M. NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Z�i�J drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W 12-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9 0:,u ,u 39 3/4- MAX. 76" iM. 37 3/16" MAX. w FRAME WIDTH FRAME WIDTH FRAME WIDTH 04 HEAD & SILL ANCHORS 0 12" AT STILE ENDS •• (4) AT 3' O.C. 12' 12" Il"' 5" MAX. 5" MAX. �' 5" MAX. MAX' nn 3 HEAD � Lf URNSILLSILL EA SIL HEAD/SILL CORNERS CORNERS SL arc if if II ��,a iz y—II E \ IS 1 16 Z g /II LOCK OPTIONS / II LOCK OPYIONS It J Q P, / II #1 OR #2 / 11 #1 OR #2 \ H 11 d g oPnON 2 SHOWN) (OPTION 2 5HOV1 SEE SHEET 7.1 -- -"-- SEE SHEET 7. w I U = FOR DESCRIPTION ■ , / FOR DESCRIP'I0�1 ' t� 310 CL m W tO tp .S 11 �/ CD W C /1� i N • _] }S N —� • N ••••.• It to -3 fI oo 1( • J • J, Go \\ 11 N \\ jj // jj • W • •••••• •gig • 11 '� 11 jj •• N Iy••w ••••• ••• I.n•• ••i••• II\ 11� / 1i •• �co••• •••••• n r II ... F, • if ... . It 90 Z , ACTIVE 1 INACTIVE t ACTIVETl 1 U3 0 o �•' SURFACE APPLIED m SURFACE APPLIED " " LIE SURFACE APPLIED °D W rn FALSE MUNTINS OR 26 15/18 `d'oc FALSE MUNTINS OR 26 15/18 26 15/16 e a FALSE MUNTINS OR 32 3/4 a DECORATIVEMAY BE USED D.L.. OPG. 'D v DECORATIVE GRILL D.L. OPG. O.L. OPG. '� S DECORATIVE GRILL D.L. OPG. t° MAY BE USED MAY BE USED 37" MAX. 37" MAX. LEAF WIDTH LEAF WIDTH M (XX) (0) $ t 8 STAND ALONE SINGLE SIDELITE 2 lz DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SEE SPIFFY 3 FOR CAPACITY U w SINGLE DOORS {1 DOUBLE (XX) a /CB DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME FRAME LEAF FRAME fait(nplyfswft REVISED WIDTH WIDTH HEIGHT �'(+) INT'(-) WIDTH WIDTH HEIGHT EXT.(+) INT.{-) rrh�eke�0�� c a m 39-3/4' 37' 98" 70.0 75.0 78- 37" 98" 70.0 75.0e AMW N o 0 GLASS D.L.O. DIMS. AHWo D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr. ��L T 'a8v D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813' FLA. PE 70592 a � D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH -- 22.125-)/2 c A.N. 3B Li J W NOTE: 4 4 205 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) Wl2--08 AND FLORIDA BUILDING COMMISSION 11 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheet :2=09 0 GN LOAD CAPACITY - PSF 148' MAX. 4.,J 8 ]DESIGN LOAD CAPACITY - PSF SIDELITES�WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH to p STAND ALONE SINGLE SIDEUTES (SEE NOT£ BELO I HEAD & SILL ANCHORS a SIDELITE SIOEUTE SIDELITE SIDELITEAT STILE ENDS FRAME FRAME WITHOUT FRAME FRAME WITHOUT WITII CLUSTER OF (4) AT 3. O.C. Z J WIDTH HEIGHT REINFORCING WIDTH HEIGHT REINFORCING REINFORCING 6* (4) ANCHORS INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 2470.0 75.0 24 70.0 75.0 70.0 75.0 5- MAX. 3- HEAD C 30 70.0 75.0 30 70.0 75.0 70.0 75.0 CORNERS FSILL - \ A . SILL ------ 10 � 8 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 0. fl LL 37 70.0 75.0 37 70.0 75.0 70.0 754 0 4 �, 42 61.7 66.1 42 61.7 66.1 81.7 66.1 1 i v n ri 24 70.0 75.0 24 70.0 75.0 70.0 7&0 i i i i i i �0�c� 30 70.0 75.0 30 70.0 75.0 70.0 75 0 s j i i i t \\ IZ 4 G 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 !! II 1 I 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 I I .t1 I I \ z 24 70.0 75.0 24 70.0 7" 70.0 75.0 j j 1 /I I 30 92 69.8 69.8 30 92 69.8 69.8 70.0 75A 36 64.1 64.1 36 64.1 64.1 70.0 75.0 ____� Z /S 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w a . 1��' 1 t 0D �' °� i ��' m - • N 24 63.3 63.3 24 83.3 63.3 70.0 75.0 j. / I I / 1 I / h / at JJ • O► •••••• Go 30 57.8 57.8 30 57.8 57.8 70.0 75.0 °no -L --- 11' ---It �/ I I (0 to to -jga •• ac J • j •• 36 53.1 53.1 36 53.1 53.1 70.0 75.0 --It ---' *f- '--" I I / •• • c� *09000 37 52.4 52.4 37 52.4 52.4 70.0 75.0 It II \ II II II • • REINFORCING I I \ I I • :604 AS READ. L K OPAO S 0 ,�j ••••• SEE CHART =-_� ==_= -__ ___= I I #i OR/#2 ••� •b y- y ••i••• 11 II\ I I ( 1 ) •• 4 () �00 •• •••••• 11 I I I I S SHEET .1 .•• M •. t jy jj \ F DESCRI 0 • �O ...... I �! INACTIVE 1 I ACTIVE n ` , N AR Urw39-3/4- MAX. (SINGLE) SURFACE APPLIED WSINGLE SIDEUTE WIDTH SIDELITE WIDTH 78 MAX. (DOUBLE) . FALSE MUNTINS OR 32 3/4- 26 15/16" 26 15/16" DOOR FRAME WIDTH DECORATIVE GRILL O.L OPG, D.L. OPG. D.L. OPG. �O MAY BE USED NOTE. 37- PRW1UCf RIEVISSO LEAF WIDTH a meP1I'biS whb tk FlerW FOR DOORS CAPACITIES SEE SHEET 2. Ilw�dixul*nde $ FOR SIDELITE CAPACITIES SEE CHART ABOVE. S03EUTE FRAME WIDTH 39 3/4- MAX. (SINGLE) 'hanumem No 76- MAX. DOUBLE LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. ) Doi* N WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH t- � n IL (OXXO) IL MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 GLASS D.L.O. DIMS. 0` d '� L; D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT -- 11.000' > $ D.L.Q. WIDTH (SIDELITE) FRAME WIDTH - 4.438" ` c < m v N o Engr. JAVAD AHMAO j c CML N 9,A. PE N. 0592 c NOTE: n GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 4 2.05 drawing no. AND FLORIDA BUILDING COMMISSION W12-08J DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of 9 PROPERLY SECURED 0 2/16" MIN. TYPICAL ANCHORS 1 BY WOOD BUCK 28Y WOOD BUCK U THROW BOLT EDGE DIST. SEE ELEVATIONS EDGE DIST. OR w PENETRATION FOR SPACING '.;y a 1' EDGE DIST. JWOOD STRUCTURE SEE NOTE SHEET 1 MErA- CO •► a :S• d o a b► c • EDGE STRUCTURE N EDGE GIST. Z w L� n ° 25 t I N o v°5 0 v°i 0 N IL /4 fill 26 2 TYPICAL. ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS �pp m SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 7 FOR SPACING FOR SPACING FOR SPACING S „� t ► ficle I IMIAMI-DADS COUNTY APPROVED+i z I,i SEE I'SEEED PAI�IRAATT ELION I I U ....� ox •. o. 0 0 •.•. . . ••• A • •0.090 •.9 V/ 0 ..L • • GLAZING OPTIONS 00 ��•• SEE SHEET 1 TYPICAL ANCHORS 0 0 SEE ELEVATIONS 600 a• 00000 FOR SPACING 04. .Z .; •.9.:. a 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS `} r7 aa'i `. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 �• 0090 r I W o W THEM TO THE BUILDING STRUCTURE. J �0600+ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 -40 -a ui " 1�4" DIA• ULTRACON $Y 'ELCO' (Fu=177 KSI, FY=155 KSI) Zvi' W a': INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY PROD11C f 11MVISM 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) a tempgo *01i The Flarw U d. 1_1/4n MIN. EMBED INTO CONC, OR MASONRY (JAMBS) No LS &.13 N o DIRECTLY INTO CONC. OR MASONRY twoka"" 1--1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 2, 7A 7 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C9I*'4t 0) 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) 33 t I 2& 2 INTO MIAMI--DADS COUNTY APPROVED MULLIONS (MIN. THK.0 = 1/8") c m INTO METAL STRUCTURES 4 $ S t3 I I 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) °c < °° 25 t i g ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V Engr. 44YAD AHMAD � FI J TYPICAL EDGE DISTANCE CIVIL 7 "9 INTO CONCRETE AND MASONRY = 2--1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. a' INTO METAL STRUCTURE = 3/4" MIN. a. 4 Z0 $ EDGE DIST. TYPICAL ANCHORS nZ-08 1/2' MIN. SEE ELEVATIONS WOOD AT HEAD OR JAMBS 5G = 0.55 MIN. no. THROW 66d FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f c - 3= PSf MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. sheet 4of 9 1/4" MAX 1 f 4' MAX. rtwoo.,),. SHIM C CONCEALED FWSH BOLTS p �, LEVERS AT STILE FACE SHIM 3 1BY TYPICAL ANCHORS 9 WOOD SUCK Z R SEE ELEV. a 6 ACTIVE LEAF FOR SPACING i" I 26 13 v` L o 24 ,v e �J U TYPICAL ANCHORS ] pd� a 'Qr SEE ELEV. G i� a t FOR SPACING23 O ,�• •0 8 dQ� 25 EXTERIOR o O 19 9 O.L.O. f " METAL STRUCTURE 37" MAX. ' q SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONSi e1 #1 OR 02 39 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.i FOR DESCRIPTION 1/4- MAX. : Y U ••• ' SHIM •• • s 1/40 IMAX. /r�� ••• �•••� ••••:• \�! N •.. • SHIM . CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS •••. 3 LEVERS AT INSIDE FACE OFSTIIE 2BY WOOD K •• • TYPICAL ANCHORS LEVERS AT STILE FACE OR • W •••• SEE ELEV.`•` WOOD SIR RE ••••• FOR SPACMIG 16 INACTIVE LEAF ACTIVE LEAF' EE NOTE Eie* • • ••i•• ••• OI •• 26 13 26 • 60L`l•�v ••••i• 4 to up IF]ELO d J . W 0 �m w �� 25 TYPICAL ANCHORS SEE ELEV. 9 D.L.O. 11 10 D.L O. FOR SPACING + LEAF WIDTH LOCK OtfiON 2 EXTERIOR $ la LEAF WIDTH 78" MAX. DOUBLE DOOR FRAME WIDTH the 2 POINT LOCK ASSEMBLY �O�UC f RBVI D 4 POINT' LOCK ASSEMBLY b kNdg W withwith1FMride Acoeplsaee N81 •Ol►a •! o o N R INACTIVE LEAF ACTIVE LEAF is •v Camp 26 mb-Wan"m cosine N i li JAVAD AHMAD o �= CML N FLA. PN��2 v M EXTERIOR drawing no— DOOR DETAILS W12-08 LOCK OPTION #A sheet 5 of 9 Vwo07 owo ANCHORSTYPICAL SEE ELLEVAMOS1/4" MAX, 1/4" MAX, I FOR SPACING EDGED _ SHIM SHIM ., A. 5 1B1' Z a WOOD BUCK 0 r 16 • ' TYPICAL ANCHORS :.� SEE ELEV. @ �- FOR SPACING 16 :.: U 4 r 8 22 4 '• TYPICAL ANCHORS cy 2 Q :. J FOR SPACING 1a EXTERIOR `.`� L to IRS `' 4 D.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42" AT 86" HT. .;. 37" AT 98" HT. AJAX. SINGLE SIDELITE WIDTH I¢ltOpUC P IItEVISBA U rs cgppl� Maw1a Ike Fler � J hawm1coo o • Amptam*NO, 00 GLAZING OPTIONS REINFORCING •• • SEE SHEET 112 SMS 18 AS READ. •• y �••••� { H ) O O • uj pC.�.•• 1/4" MAX..•. �.;_'J AT 9° FROM ENDS SEE SHEET 3 •• �� ••�•.• p SHIM 5 ANO ii" O.C. MAX. ••i 3 S-0 ••••• 4 w O 6 3 •• O orf ' •••••. • 18 •A. Z , � •• O i••••i W 1 28 13 •• V • • N � a I TYPICAL ANCHORS Ll SEE ELEV. FOR SPACING 25 23 0 ` 14 D.L.O. 15 19 9 D. IL c ,s4) Z a EXTERIOR LEAF WIDTH i 6L 39 3/4" (SINGLE) SIDELITE WIDTH76" (DOUBLE) .2614 MAX. DOOR FRAME WIDTH m o S m 0 O MAX. UNIT FRAME WIDTH a r Engr JAVAD AHMAD c CML ` lu) FLA PE j 70592 22 CAN. 3538 Li o ,. . KSEIE drawing na.TYPICAL ANCHORS S • W 1 Z—C}SEDGE DIST. ELEVAMON5 FOR SPACING SIDELITE DETAILS sheet 6 of 9 ITEM # PART REQD. DESCRIPTION MATERIAL MAIVF./SUPPLIRR/REMARKS W 1 E601 - DOOR FRAME. HEAD/SILL 6063--T6 - o I 2 E602 - FRAME COYER 6063-T6 - a 3 E603 - DOOR FRAME JAMB 6063-T6 - O J 4 E604 SIDELITE TOP & 807TOM FRAME 6063-T6 - a 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 a 5 E605 - SIDELITE FRAME. JAMB 6063-T6 O v 6 E606 - SIDELITE SUP ON JAMB 8063-T629 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - fro 7A E625 - LEAF 9" BOTTOM RAIL 6063-T8 h 8 E608 - LEAF W'STRF ADAPTER 6063-T6 G 9 E609 - LEAF HINGE STILE 6063-T6 - Q'0 a 4 10 E81O - LEAF LOCK STILE 6083-T6 - ay G 11 E811 - LEAF ASTRAGAL STILE 6063-T6 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 13 E613 - LEAF CLAMP 6063-T6 4-11/4- LONG , y j g 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG Q, A 14 E614 - GLAZING BEAD (5/16° LAM. GLASS) 6063-T6 14A E100 - GLAZING BEAD (7/i6' LAM. GLASS) 6063-T6 - 15 j E615 - GLAZING BEAD (INSUL. GLASS) 6063 T6 - J 0 i6 E616 - SNAP COYER 6063-T6 - J • 'n 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN • 4 •••• 18 - AS REOD. SIDELITE MULLION REINFORCING 6083-T6 - • w • ��``C-> 0• 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. •• W 0•••r`S 00000• 20 F81202 -- FLUSH BOLT LEITER - SULLIVAN & ASSOC. •• � ta • • • 0••••0 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. •• • 22 012 SMS AS REOD. FRAME ASSEMBLY SCREWS so Di� 00000• 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH o O o M. ••'••• 24 - - 3/8- DIA. THREADED ROD STEEL - •• 13 •- ,n •• 25 W11323 - PILE W'STRIPPING WOOL ULTRAF AB ' Z ••00:• 26 E20818-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM • $ •Z us 00000 : 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB • �' 0.4 t • • Vu 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 X10 X 3/4- 2/ ADAPTER FH SELF DRIWNG SCREWS - 34 - 2j LITE SETTING BLOCK. 1 j4- X 1/2- X 4° LONG EPDM AT 6" FROM EACH END. DUROMETER 80*5 35 - 2/ LITE SETTING BLOCK, i/4- X 3/4" X 4- LONG EPDM AT 6' FROM EACH END, Ln1ROMETER 8015 0� � [5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. ' a Pvtc;,uvc I•L +ts 0 6 s Aeetptbawft C66 N91 -O 't .L c g m 0 lk tc.4 �a•+ N Engr. JAVAD AHMAD 1 c"" d CIVIL FLA. i ao FPE U 7_0592 3539 'If drawing no. 42015 Wl —08 sheet 7 of 9 LOCKS: a''V OPTION OPTION Ai I N Ate: ACeII LEAF: Z 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Q 1 (2) LOCKING POINTS ENGAGING AT INACTNE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSEV LOCATED AT 39-1/4° FROM BOTTOM a 1/2° D1A. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON AND (1) AT 80TOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM 8 THROW BOLTS ATTACHED TO LOCK BY 3/8° CONNECTING RODSQ LOCK HANDLE LOCATED AT 42-1/2° FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' p° 1/2° X 2° THROW BOLTS ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8° FROM TOP AND BOTTOM 1/2° DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2° FH MSHEAD AND FRAME SILL Q `{ THROW BOLTS ATTACHED TO LOCK BY 3/8° CONNECTING RODS INACTIVE LEAF. a LOCK LOCATED AT 42-1/2° FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' re 1/2" X 2° THROW BOLTS ENGAGING FRAME AT HEAD AND SILL .01 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8° FROM TOP AND BOTTOM L� Z LOCK FASTENED TO STILE WITH (2) 08--32 X 1/2° FH MS a • II \ \ •• w N •..•• •• • v ••� %/ 1 // I I i� // // //. •• V co •••.• 30: wo • I • • r- PRODUC V REVIKO , Z 4s • • •• cIS 'S � • u�^ 003 cn ....� ... . K ACTM I INACTIVE I I ACTNE ACTM INAICFIME ACTMi t *Now 0. RIC o °'m � o mea ® o HINGES: N ._ 3-1/2" X 7-5/8° X .122° THK. EXTRUDED ALUM HINGE E+tsp: JAVAL?AHAlAD a CML N \ PART #FD-107 BY SULLIVAN & ASSOC. FLA.SE / 70592 c „� 3 HINGES PER LEAF -35 BOTTOM HINGE AT 10-1/4° FROM BOTTOM o r TOP HINGE AT 11-3/4° FROM TOP r 9 CENTER HINGE AT MIDSPAN (38. O.C. MAX.) ��P �1 HINGES FASTENED WITH #10 X 1' FH SMS drawing no. (5) SCREWS AT HINGE STILE Wl 2-0$ (6) SCREWS AT FRAME JAMB sheet 7.1 of 9 4.000 �-1.750 U 8, .078 1 519 l .394 1 .130 �� o j_F r 825 _f A45 .803 .050 803 .045 Z Rp T 1.625 L 01 4.031078 1.047 1.047 f^� 1.172 2.062� 4.750 q t4 GLAZING GD 14A GLAZINGGLASS D' 15 GLAZING11VSUGLA 4 SS 1 DOOR FRAME HEAD/SILL _T_ ti v � �4.000� 1.507- 1.5071 C 7 LEAF TOP/BOTTOM RAIL 0 a 1.625 4.719 Z�.= 078 -3 a in 2 3.719 .078 4 4.781 .078 1.750 1.507 8.250 1.500 V • a I 4.0007.531 F .312 • �n ��•�� ------ai � w • •• Ifs • • 9 LEAF HINGE STILE .062 pRobUCPfmvl ... •D ;...� ....:. is eon+�tg with Im Flom••• }W- •' • • 1.507 5.344 }�"x C"# / • i •.•• 1.750 4.000 8 LEAF W'STRI P ADAPTER 9 y� �4.c 'c� �j W� ••�•• . . . �►r.-.of ..... is SI DELIT£ TOP & BOTTOM FRAME l 094 G+r1rQi�•• o p 0 n, •• 2.081 con 1.750 1.507 , 1.750-�I 312 .442 : 7 •�• :••••: .078 .329 � ••• � 3 � �••••� .078 7A 9" BOTTOM RAIL 12 1.584 U �• J U812J 10 LEAF LOCK STILE 1,507-1 LEAF ALIGNMENT BRACKET 750 �.z81 2 FRAME COVER 5.344 .078 .375 ;I 1[y 2.081"IF 4F -.125 � .050 1.197 1.507 1.750 1.574 125 3.781 g W w I�� I 3.719 .078 aai 154 Fes__4.000----�1 19222 1s SNAP COVER LEAF ASTRAGAL STILE 9 aoo 13 HINGEL ACK-UPP BACKP PLATE 8.281 c 1.500�j 1.500 1.250 (�- O g q; - j .625 .719 .719 SIDELITE MULLION REINFORCING a .078 F.ngc JAVAO MM � My Q _G U CML 4.000 4.000 RAL PE 7 e c 1.625 4.188 CAA Se S .078 2.097 j 9 L�j � t 1.507 F- 4.000 A78 SE 201a drawing no. W 12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME a SIDELITE SLIP ON JAMB sheet 8 of 9 0 22 22 22 1 N Z J % a0we �o �Cos .. . to . : v' DOOR FRAME CORNER ••• .in �!•�� SIDELITE FRAME CORNER SIDELITE MULLION SUP ON JAMB CORNER �, o .- t ' • Z 0.y,•,o ....:. 0t moms P 1t8mso tl�w�11 the 1►lul� sa �Ope� �R3 LA 8 C"O WL ?L III 1 II II�i. tj 1 .`� 1 _a n n M O C� •� �G Q! U N di Engr. JAVAD AtiW LFIA. 70592 o C 3538 S 2015 drawing no. LEAF CORNER wl 2--08 sheet 9 of 9 4 3 2 • SHEET: REVISIONS MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) 1 OF 3 REV. NO. ZONE: I DATE: I ECN N0.I APPVD: DESCRIPTION 524 (24 ga.), 520 (20 ga.) / 224 (24 go.)/ C4ST (24 go.), COST (20 ga.) 01 - 10/17/14 - MWW REVISED LAYOUT TO 3 PAGES: REPLACES DWG #10440 02 - 4/29/15 - MWW ADDED CODE COMPLIANCE STATEMENT. D � (7) CENTER STILES OUBLE END STILE MAJOR RIBS NOT SHOWN FOR CLARITY A LJ Lt t VIEW "B" i VIEW "C" r PRODUCTREVMDC C T—STRUT. SEE SECTION A—A 8ea7dy0eer A t FOR MOUNTING DETAILS AND SPECIFICATIONS. By MIN. TWO POINT i LOCKING REO'D. 1 #14x5/8- SHEET METAL SCREWS 22' O.C. +--•A TYP. p MAX. D013R WIDTH: 16-2' 0 0 p WUMBER B 00 0 1/4-x3/4- SELF 0 DOOR HEIGHT `A' SECTIONSF B TAPPING SCREWS. UP TO 8'-0' 4 14 GA. END HINGES 14 GA. (MIN) INTERMEDIATE HINGE 8'--3' THRU 10'-0' 5 VIEW "B" VIEW " - 10'-3' THRU 12'-0' 6 12'-3' THRU 14'-0' 7 14'-3' THRU 16'-0' 8 16'-3' THRU 18'-0' 9 ,irry+.r SNAP LATCH ENGAGES END ONTO VERTICAL TRACK. THIS PRODUCT CONFORMS TO THE REQUIREMENTS STILE. �: �� •. 4', :ti, ONE SNAP LATCH ON OF THE 2010 FBC AND THE FIFTH EDITION FBC. MANUFACTURING PRODUCT CODE �'� .• ' ` •Pc�••• • • • • • •• EACH SIDE OF DOOR. C—PAN—IE448 • • ' % `•' LIDE BOLT LOCK fn '•� •: : ' �EaGAGEs INTO DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. I • . �yw •-.:END w • wTICAL TRACK. OUTSIDE PART NO.: N/A A STIM. ONE LOCK ON HANDLE. LOCK BAR unless stated Otherwise _[:JOE! 8585 Duke Boulevard WINDLOAD RATING EACH SIDE OF ENGAGES IN Magas• OH 45040 USA \�� t0 `/F OUTSIDE END TOLERANCES ore Y Tel. Na 513-770-4800 W 6 D P 3 8 T ! • •�.Dat3B. KEYED STILE. TRACK ON .0 = t.031 ing Products Pony Fox No. 513-770-4853 EACH SIDE t^�+'•., .• jW� ;i • •• : • : • HANDLE' .00 = t.015 DESCRIPTION: COMMERCIAL RIBBED DOORS UP TO 15'2"W �•;�. .• ' fj •,• •• • •• •• •• OF DOOR. ". •'• • iN514E SLIDE BQLT • INSIDE HANDLE 000 = .OoS T,3 G. -s O000 = t.001 DRAWN BY: SH "1011-711 SCALE: NTs LOCK OPTION. OUTSIDE KEYED LOCK WITHCHECKED BY: MWW SHEET 1 OFE OUTSIDE KEYED LOCK WITH Degrees = ±1/2' DESIGN ENGINtRI' f SNAP LATCH LOCK OPTION LOCK BAR LOCKING. Unless Stated Otherwise MARK WESTERFIELD, P.E. ••• • • ' • ••• • • DIMENSIONS ARE IN INCHES. DWG. NO.: 104858 VER: M—D FLORIDA P.E. 48495 • • • ••• • • 2 4 . .. .. ..w. .. .. .. ... . . . . 4 3 2 1 MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) SHEET; REVISIONS 2 0E 3 524 (24 go.), 520 (20 go.) / 224 (24 g0.)/ C4ST (24 go.), COST (20 ga.) REV' NO.1 ZONE: I DATE: ECN NO. APPVD: I DESCRIPTION 02 SEE REVISION HISTORY ON SHEET ONE. D D HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT ADJUSTABLE TOP ROLLER BRACKET (NO LOAD FROM DOOR) NOTES: OF 12 GA. GALV. STEEL, INSTALLED 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO SECTIONS ARE 1-71W THICK ON DOOR WITH (4) #14 X 5/8" LG THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS PANELS ROLL FORMED OF .022' MIN. SHEET METAL SCREWS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. HOT DIPPED G-40 GALVANIZING, 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF 9-304 LB & -336 LB. PER LINEAR ROLL FORMED STEEL. FOOT OF JAMB. MIN. YIELD STRENGTH 56.7 KSI 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS W1 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. ONE 4" T-STRUT PER ) r: SECTION. (SEE VIEW "D') EACH T-STRUT ATTACHED MAX. O.C. MOTE: 2x8 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER, AT EACH STILE LOCATION IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS, APPROVED FASTENERS AS WITH (2) 1/4-0/4" SELF LDETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2- AND INSTALLED DIRECTLY TAPPING SCREWS. C • THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT 2x6 VERTICAL JAMB REINFORCED BLOCK WALL OR 3,000 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS. O END HINGE. SEE DETAILS TONGUE & GROOVE JOINT. AT VIEW 'B" ON SHEET 1. o r----4" 4-1/4" DVIEW "D" pA0m CTIREYISm 4" TALL TAPER STRUT. B imd*Fkdb 0.062- MIN. GALV. STEEL, _ (2) STACKED LHR RACKETS USED s0o w IgOOde 80 KSI MIN AS INNER BOTTOM BRACKET (NOT B SHOWN). AcmpWmWff I Ll I BOTTOM ROLLER BRACKET OF 12 GA. 9y BOTTOM SECTION REINFORCED I MIN. GALV. STEEL, FASTENED WITH Jf ! PATH TEMPERED ALUMINUM I (4) X14 X 5/8" LG SHT. MTL. EXTRUSION WITH INTEGRAL ; 0 SCREWS RETAINER FOR FLEXIBLE VINYL FASTENER ATTACHMENT TO SUPPORTING STRUCTURE SCHEDULES ASTRAGAL VINYL__ MAXIMUM DISTANCE TER STEEL SECTION A--A (SIDE VIEW, �'t��'■' t; BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS REQUIRED �•'�,Qd "'' '''` .'��„� HOLLOW BLOCK WALL 1/4" x 1-114" MIN, EMBED U TRACON CONCRETE ANCHOR 5-1/2" 1" O.D. 't GROUT FILLED BLOCK WALL 1 4 x 1-3 4 MtN. EMBED ULTRACON CONCRETE ANCHOR 9" 1` O.D. • ? ''• MANUFACTURING PRODUCT CODE ' "• •e r 2000 I.91 IdlIR!C NIR 1 V 4 MW. EMBED ULTRACON CONCRETE ANCHOR 7-3 4 1. O.D. 2000•PSI MIN•C a R E 1 1" MIN. EMBED TAPCON CONCRETE ANCHOR 6--3 4' 1" O.D. C--PAN-1E448 r' ' 20M MIR: • 3 )P.1-3/4- MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR -i - INCLUDED DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. PART NO.: N/A AA "•» 1-3 4" EMBED WEJ-IT AN 4- INCLUDED A h1 t tri n�: cn • " LAG EW 1 T - 4" 1 0.0. unless stated otherwise 8585 Duke Boulevord WINDLOAD RATING t1 "1 " 7-14 x 1" TTW I 7-1 1 O.D. -Clog! Mason, OH 45040 USA ; N 13" 1 0 D TOLERANCES area Y WIG D P 3 8 T • _ B�n1� Rroducls Fax NNo. 513-770x4853 • • - " TTW BUIL N 15-1 1 0.0. .0 = t.031 a9 �Y �+ 1�° • TTO ANC R•aTAC G gI NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED 00 - t.015 DESCRIPTION: COMMERCIAL RIBBED DOORS UP TO 16'2"W EC•+•• •.••' 4 •A EST AS�YQH A��THE DOOR OPENING. 000 �.005 r; CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. ,0000 = t.001 DRAWN BY: SH. DATE: 2/12/14 SCALE: NTS DWG. DESIGN F-NGINEER: MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2', EXCLUDING STUCCO THICKNESS. Degrees = *1/2' CHECKED BY: MWW DATE: 10/17/14 SHEET 2 OF 3 ISIZE MARK WESTERFIELD, P.E. ,•• • • • • ••• • • Unless Stoted Otherwise FLORIDA P.E. #48495 • • • • • • • • DIMENSIONS ARE IN INCHES. DWG. NO.: 104858 VER: M-D 4 3 2 1 ' SHEET, REVISIONS MODELS AVAILABLE (CLOPAY/ HOLMES/ IDEAL) 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 524 (24 ga.), 520 (20 ga.) / 224 (24 go.)/ C4ST (24 go.), COST (20 ga.) 02 SEE REVISION HISTORY ON SHEET ONE. ANGLE MOUNT JAMB CONFIGURATION D 2" TRACK CONFIGURATION SEE JAMB NOTES ON 2). p DOORS UP TO 800 LBS SUPPORT�BYTDOOR INSTALLER (TO SUIT). DOOR VERTICAL TRACK TO BE NOTE DOUBLE TRACK DOOR COUNTERBALANCE SYSTEM " " JAMB CONFIGURATION " CONTINUOUS OR REVERSE ANGLE HEADROOM, HI-UFT TRACK. HEIGHT L DOORS UP TO 800 LBS. OPTIONAL STOP MOULDING 18 GA. x 2 x 1-7/8" x 12 GA. TRACK CLIPS ATTACHED FOLLOW-THE- ROOF 6'-6" 70 BY INSTALLER (TO SUIT). 3/4" GALV. STEEL TO WALL ANGLE WITH TWO 1/4- TRACK, BRACKET MOUNT JAMB ONFIGURATION ANO VERTICAL UFT 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 7'-Q` 76;� INTERMEDIATE STILE FASTENED RIVETS PER CLIP. TRACK CLIPS TRACK ARE AVAILABLE JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS 7'_ " 1" DOOR OVERLAP (EACH SIDE) 16 GA x 6" x 1-7/8" TO DOOR SKIN WITH ARE ATTACHED TO TRACK WITH OPTIONS. AND TO TRACK WITH (2) 1/4' RIVETS. 8'-0" GALV. STEEL DOUBLE ENO TOG-L-LOC SYSTEM AT TOP, TRACK CONFIGURATION " BOTTOM AND EA. EITHER TWO 1/4` RIVETS OR $'-6 4 2x6 SYP WOOD JAMB. STILE FASTENED WITH "= ONE 1f4" BOLT AND NUT. FOR ABOVE THE DOOR OPENING " MAJOR RIB. ' :'.r=' ;:A. ce 9-0' REQUIRED FOR BRACKET TUG-L-LOC SYSTEM AT ,,y,• ., DOES NOT AFFECT THE w AS ROD: SPACING NOT TO EXCEED 14" O.C. ' -6` 106" MOUNT.: N z?,,.•r ;' WOOD JAMBS: ONE 5/16" x WIND LOAD RATING. a t OXY " TDP, BOTTOM AND 1-5/8" LAG SCREW AT EACH ti TRACK CUP LOCATION. ALSO AT 0 58` 2` GALV. STEEL TRACK, '10'_g 1 " -� LEAST TWO LAG SCREWS LOCATEC 0 11 0 2-1/2* X 12 GA GALV. STEEL '~---ABOVE VERTICAL/HORIZONTAL TRACK THICKNESS: 0.083'. IPRWUCT 1�Vf�L1 g 1 - " " TRACK BRACKETS FASTENED TO TRACK JUNCTION. 4$" 12'-Q' " WOOD JAMBS WTTH 5/6" X7 16' I.O. ROUND 0g0W )ftiN1hl WFkddt s 12'-6' 142" 1-5/8" LAG SCREWS NOT TO / t8 GA. QALY. S CENTER HINGE x USH NUT " VERTICAL TRACK TO BE BRACKET t '-Op 1 " EXCEED 14" ON-CENTER. FASTENER. FASTENED 7O INTERMEDIATE STILE W/(4) r MOUNT OR CONTINUOUS ANGLE 13'-6 154" EACH 14x5/8" SHEET METAL SCREWS. L. z (1-3/4"x2--1/4`x12 GA MIN.) 14'-0 " GAILY. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 014x5/8"Z MOUNT. ALL BRACKETS/TRACK 1 -6" 1 " METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 22' CLIPS ARE 12 GA. GALd. STEEL 4 5-0" i7 " 2' GALV. STEEL TRACK FASTENEb TOBRACKETS/CLIPS ARE ATTACHED 1 - 8" 12 GA GALV STEEL TRACK BRACKETS /2" LONG STEM, 14 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TO TRACK WITH EITHER TWO 1/4' 16'-0' 184' WITH EITHER (2) 1/4" DVA. RIVETS OR 10" RIVETS OR ONE 1/4" BOLT AND 16'-6" 190' (1) 4/4" X 5/8' BOLT & NUT PER LHR BRACKET (2-1/2" x 5-3/4" x 12GA) 3-1/2' NUT. 7'-0 i a TRACK BRACKET. SECTION C-- ATTACHED WITH (2) 1/4" x 3/4' SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO PREPARATION OF JAMBS BY OTHERS. USED WITH 'DOUBLE END STILE" AS NOTED ON SHEET 2. DOUBLE TRACK 3" TRACK CONFIGURATION LOW HEADROOM OPTION DOORS 800 LBS AND OVER. JAMB CONFG!lRATION (AVAIL. FOR BOTH 2" AND 3' TRACK) CENTER HANG REQUIRED FOR AOORS 800 L$S AND OVER. NOTE DOUBLE TRACK DOORS OVER 8' HIGH. DOUBLE HORIZONTAL TRACK. HEADROOM, HI-UFT TRACK, FOLLOW-THE- ROOFOPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT). TRACK, AND VERTICAL LIFT f" DOOR OVERLAP (EACH SIDE) TRACK ARE AVAILABLE - --- 16 GA x 6" x 1-7/8" GALV. STEEL DOUBLE END STILE FASTENED OPTIONS. 2x6 SYP JAMB (IF PRESENT; WITH TOG-L-LOC SYSTEM AT TqP, BOTTOM AND CENTER B TRACK CONFIGURATION 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK SEE JAMB NOTES ON SHEET 3). 18 GA. x 2" x 1-7/8" x 3/4" GALV. STEEL INTERMEDIATE ABOVE THE DOOR OPENING THICKNESS: 0.101". ANGLE THICKNESS; 0.080". HORIZONTAL TRACK STILE FASTENED TO DOOR SKIN WITH TOG-L--LOC SYSTEM DOES NOT AFFECT THE MIN. ANGLE DIMENSIONS 3-1/4` x 2-7/8". SUPPORT BY DOOR AT TOP, BOTTOM AND EACH MAJOR RIB. WIND LOAD RATING' VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT). JUNCTION. TWO 1/4` BOLTS FROM LAST MOUNTING ANGLE.GLE. x 2-7/8" MIN. x 0.080" TAPERED SEE LAG BOLT MOUNTING AT TRACK 18 GA. GALV. STEEL CENTER HINGE & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION CONFIGURATION BELOW, 7/16" I.D. ROUND FASTENED TO SECTION W/(4) EACH W PUSH NUT a 114x5/8" SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS FASTENER. g SPACED AT 12" CENTERS. 0,101" THICK 3" GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END n TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS 12" ON CENTER TAPERED ANGLE WITH ONE 1/40x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. s NUT AT EACH MOUNTING SLOT. Gil 46" 3" DIA. 8-1/2` LONG STEM BALL BEARING STEEL ROLLER. SECTION C-C MANUFACTURING PRODUCT CODE r'.,� • ,•p : • @E.y'TRACK BOLT AND NRAT UT AT EACH PREPAION OF JAMBS BY OTHERS C-PAN-lE448 • J ) • • •MWPITIN& SLOT LOCATION. 00 0. 0000 •' : ' DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. PART NO.: N/A 0 VERTICAL HEIGHT TRACK LENGTH unless Stated Otherwise =��Op�y 8585 Duke Boulevard WINDLUAD RATING TOLERANCES ore Mason, 51 -770-USA � !C D P 3 8 T 22" 7-0 72 Tel. n, 5134 040 000 W U T' ^': .f, • 0:9 • 0:4 sp S4" p *.031 Bmum Produds wwnp • :� << n,I i : : : -0` Fox AIo. 513-770-4853 �', `, ca �.,.;�*' • :• t0" :• • -0 " ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME p0 1.015 DESCRIPTION: COMMERCIAL RIBBED DOORS UP TO 16'2'W •• . 000 • 1 -0 32" DISTANCES AS THE TRACK BOLTS (I.E. 3-t/2'. 10', 22". 34", .000 - t.005 • .��• 14'-0 156' 46', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16". 28", & .0000 = 1.001 DRAWN BY: SH DATE: 2/12/14 SCALE: NTS DWC,,, DESTGN�cE�{�IG'T• EIS+ 3-1/2" 16-0 180 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = ti/2' CHECKED BY: MWW DATE: 10/17/14 SHEET 3 OF 3 SIZE 17-01 204 VERTICAL/HORIZONTAL. TRACK JUNCTION. Unless Stated Otherwise MARK A P.E. #484 P.E. •�° : 00 00 : •:' 8 Dimmsms ARE IN INCHES. DWG. NO.: 104858 VER: M-D FLORIDA P.E. ` 4$495 • . • • • 0 4 . .. .. . • . .. . 2