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REV-19-2532BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ BUILDING ❑ ELECTRIC ❑ ROOFING gECE1vS5 OCT 2 4 2019 BY: � FBC 20(__� Master Permit No. WS- I o- � q -2A02-- Sub 02Sub Permit No. (G0v' �o_ �q ` 2532_ 0 REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: ��J, 39�' Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L ` i 61,Y~A!!�✓`t Phone A `� M ;70 Address: � 7 /�� A/d• St�i"rGr �' F Cityi/sil�lr'Li 5 6 r� State: /G�O �' ! 3 Zi Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:/l��/ �J9��,�/'/��e //� l Phone#:�� �✓�� i�3y Address: .12� -5 e kualifier Name: /11 State Certification or Registration #: Zip: �^� Phone#: ;;i Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �_� (? a Square/LinearrFF.000tage of Work: Type of Work: ❑ Addition, El Alteration 1:1 New U Repair/Replace ❑ Demolition Description of Specify color of color thru tile: } Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews S (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2-/2 OD Bonding Company's Name (if applicable) Bonding Company's Address City State 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO.UR`NOTICE OP.COMMENCEMENT:" aY „ "'. it A : p •_ Notice to Applicant: As a condition to the issuance of a building perrriit with an estimated value exceeding $2500;, the dpplicont must promise in good faith that,o copy of the notice of commencement. and construction lien law brochure will be, delivered td the'person vv whose ro er`t is subject to attachment. Also, a certified co o the recorded notice o commencement must be osted at'the ob site P P Y J f� PY f f P I for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be char§ed. iy Signature '��"Signature --`` �•�- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �- day of n � 20 by ,day of (JQM 20 , by -=SIS �/ , �(��-d', who is personally kno�w�n two �IC� f� �1 lam, who is personally known to me or who has produced f CIVA �'�- �"'�s me or who has produced was identification and who did take an oath. identification and who did take an oath. NOTARY P BLIC: NOTA PUBLIC: Sign: �' Si n: Print: � 1 (`>t -A D13 � Print �I Nn I Seal: APPROVED BY (Revised02/24/2014) SINDIA ALVAREZ FAY COMtv11SSI0N # GG 238273 EXPIRES: September 3, 2022 Seal: "a�P •.,-----�.� SINDIA ALVAREZ MY COMMISSION # GG 238273 EXPIRES: September 3, 2022 •'•FOF F ;4"' Bonded Thr uNotarya:tic..-�__--.. ************************ Plans Examiner Structural Review Zoning Clerk BUILDING REVIEW APPROVED MIAMFL7lADE C DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOS IE / OCT 4 20 BY 19 L ,s MIAMI—DADE COUNTY 2 • PRODUCT CONTROL SECTION R) my 11805 SW 26 Street, Room 208 a As T (786) 315-2590 F (786) 315-2599 1";! ° www.miamidade eov/economy Cury-A-Tech Corporation 930 W. 23"' Street Hialeah, FL 33010 ' . t ScoPi: This NOA is being issued under the applica 1 gula ' governingthe 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 stated below. The Miami -Dade Cpunty PrbdtlCCContW • • - Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miatni-Dade•Cdou ty) resesvo the right .' to have this product or material tested for quality assurance purposes. If this' predliet or material fails to• • - perform in the accepted manner, the manufacturer will incur the expense of sucit teffiig and the AHJ n4y... immediately revoke, modify, or suspend the use. of such product or material witkU Moir jur;"cdon. R>•R. - ... . .. ..... reserves the right to revoke this adeeptaAce, if it is determined by Miami-Dad;:�p ty Procji t�Cont,gl; • • - Section that this product or material fails to meet the requirements of the applicable.NuMing coda.. ...... This product is approved as described herein, and has been' designed to complywllb the Florida Building Code, including the High Velocity'Hurricane Zone. • ' ' ' • ; • �; • • • • • • - DESCRIPTION: Series "940" Aluminum' Horizontal Rolling Window - L:M3ti , •; • • • • APPROVAL DOCUMENT: `Drawing No. W07-59,' titled "Series=940 Alum. Horizontal 1*014'ng Wdw. (LMI.)", sheets 1 through 6 of 6; dated 08/06/07, with revision 'E da'ted "1`0/02/17;'prepared by Al-Farooq Corporation, signed and sealed by Javad'Ahmad,'P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance- number and expiration date by the Miami Dade County Product Control Section. F MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit, shall R bear a permanent label .with the manufacturer`s name or logo, city, state, 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 '1 4this 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 �es,�verti.sing or any other purposes shall automatically' terminate tliis NOA. Failure to comply with any tiofthiNOA 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.' . s INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0329.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as welk as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. �� • Z • NOA No. 17-1025.09 hrtAi,aot_ eourrrY Expiration Date: September 27, 2022 Approval Date: January 04, 2018 Page 1 ' s I ♦ � 1 JI'` ` Cury-A-Tech Corporation NOTICE OF ACCEPTANCE:' EVIDENCE SUBMITTED E-1 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's • -, p , , , { a't, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 07 0813.08) i 2. Drawing No. W07-59, titled "Series -940 Alum. Horizontal Rolling Wdw., (LML)", sheets I. through 6 of 6,;dated 08/06;07; with revision D dated 08/11/16, prepared by ' A1-Farooq Corporation, signed -and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 16.0831.03) �Te�t deports "on: 1) Air Infiltration Test, per FBC, TAS 202-94 •L . ; 2) Uniform Static Air Pressure Test, Loading pe'r FBC TAS 202-94 • a • • • • • • • 0 0 • 3)f 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 ., ., , ...... •cr• • .: .. , • , 6) Forced Entry Test, per FBC 2411 3.2.1', TAS 202-94 .:.... ; ; :aron$ with marked -up drawings and installation diagram, of a horizontal rolling .wjndt)w, prepared by Fenestration. Testing Laboratory, Inc., Test Report No.. •; ' .. TMi918, dated 05/18/16, signed and sealecl.by Idalmis Ortega, P.E. , • (Submitted under previous NOA No.16-0831.03) i 2.1 Test reports on: 1), Air Infiltration Test,- per FBC, TAS 202-44 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 , =k v 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 a horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ' FTL-5262, dated and sealed by Carlos S. Rionda, P.E. .07/14/07,'signed (Submitted under NDA# 07-0813.08) C. CALCULATIONS' ' 1. Anchor verification calculations and stiuctural, analysis, complying with FBC 51' Edition (2014), ' dated 02/26/15, 07/13/15 and' 06/22/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partly under previous NOM 15-0409.14) ' 2. Glazing complies with ASTM E1300-09 ! aSifang Zhao, P.E. Product Control Examiner t , NOA No.47-1025.09 { t , Expiration Date: September 27, 2022 .� Approval Date: January 04, 2018 E-1 Cary -A; Tech Corporation x NOTICE OF ACCEPTANCE: : EVIDENCE SUBMITTED D. QUALITY ASSURANCE E 1. Miami -Dade Department of Regulatory and Economic Resources (PER). Ff E.• MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus H Glass Interlayer" dated 10/03/13, expiring on 08/07/18. 1 •• • • • • • 0 0,03. Notice of Acceptance No. 14-0916.11 issued to Kuraray Abneltica, M*for their • "SentryGlas® (Clear and White) Glass Interlayers" date : 725/15, eFpiring on • 07/04/18. 4. Notice of Acceptance No. 14.0423:1'7 issued to Eastman Cheeiiml Company (MA): • • for their "Saflex Clear and Color Glass Interlayers" dated 06AVA4, ex�il on 05/21/16. .,.... . . . . . ...... F. STATEMENTS .. .. • . • • 1. Statement letter of conformance„ cbmplying with FBC 5t6 Edition (20141'and of no financial interest, dated June 22, 2016; issued by Al-Farooq Corporation, signed and sealed by Javad (Submitted under previous-NOA No. 16-0831.03) 2. Laboratory compliance letters for Test Report No. FTL-5262, dated 07/17/07, issued by Fenestration Testing Laboratory, Inc., signed and sealedby Carlos S. Rionda, P.E. , , (Submitted NOA No. 07-0813.08) 3. Proposal No. 16-0150 issued by the Product Control Section, dated February 29, 2016, signed by Manuel Perez, P.E. (Submitted under previous NOA No. 16-0831.03) G. OTHERS 1.. Notice of Acceptance No. 16-0831.03, issued to Cure ATech Corporation for their Series "940" Aluminum Horizontal Rolling Window -L.M.I., approved on 11/10/16 and expiring on 09/27/17. � { 4 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1025.09 Expiration Date: September 27, 2022 ' Approval Date: January 04, 2018 E-2 Cury-A-Tech Corporation ,•., ,- , t NOTICE OF ACCEPTANCE:, - EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS . , ; 1. Drawing No. W07-59, titled "Series -940 Alum. Horizontal Rolling Wdw. (LW.)", sheets 1 through 6 of 6, dated 08/06/07, with revision E dated 10/02/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. f B. TESTS None. ...... C.- • • • wCALCVLAXIONS 1 P • • ...... .:.. ...... : :0006:D. t ' QuAEITY'ASSLTRANCE f • • 047 • • t • • • • • • • • • • k. ' Miami -Dade Department of Regulatory and Economic Resources (RER)., • • • • • • E. • • 1V1AT RfAC CERTIFICATIONS 1. :MfiLe of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) • • • • • • -:o-o: ' for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET : " "_: .. ., r : Case'" dated 09/07/17, expiring on 12/11 /18. � � � - • • 2 Notice of Acceptance No. 16-0208.12 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus A Glass Interlayer" dated 06/16/16, expiring on 08/07/18. 3. Notice of Acceptance No. 14-091611 issued to" Kuraray America, Inc. for their "SenGryGlas® (Clear and White) Glass Interlayers" dated b6/25/15, expiring on 07/04/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass'Interiayers" dated 09/07/17, expiring on 05/21/21. 1, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014), with FBC 61h Edition (2017), and of no financial interest,"dated September 26, 2017, prepared by Al - r Farooq Corporation, signed'arid'sealed byJavad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0329.04, issued to Cury A Tech Corporation for their Series "940" Aluminum Horizontal Rolling Window -L.M.I., approved on 05/04/17 and expiring on 09/27/22. ' Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1025.09 Expiration Date: September 27, 2022 f ` , Approval Date: a E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . lV SERIES -940 ALUMINUM H0RIZ9NnL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -RADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE dt ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. TYPICAL ELEVATIONS TESTED UNITS THIS NOA IS NOT VALID WITHOUT CORPORATE SFd1 e o OF CURV—A—TECH CORPORATION AND A IABD. M)(ED. o u e W PRODUCT RP VISFD ,`SII 111111k "Tvlyinl wllh drc Florid. ``� �� AMi' OwIding Code i Acceptance Dk,-/025.Oq ,�'' +f '. 4 Dirack+n Dino ^ By Dade Product Control — * 70M '1 OF W07 drawing -59 • no. THESE WINDOWS ARE RATED FOR LARGE d SMALL MISSILE IMPACT. '� rsi`SIOIYAL SHUTTERS ARE NOT REQUIRED. 1fill I I sheet of '1/6' H.S. GLASS 1/8' H.S. GLASS 090' Interlayer 090' IrlteMaya Saflex GIsor And Cola Glass Scflex Clea And Color Glass BR 'Eastman CMmlaal Co.' 'Eastman Chemical Co.' 1 OR 0.90' Interlayer 0.90" intorloyer Glasslam Sofety-Plus 8 Glasslam Saiety-Plus II OR 'Polymer Extrusion Technology, Inc.' BR 'Polymer Extmelon Technology, Inc.' 600.3 -Te 090" Interloyer 090" Interlayer SentryGlas SentryGlas By 'Kuroroy Americo, Inc.' By 'Kuraroy America, Inc.' 1/8' H.S. GLASS 1/6- H.S. GLASS SILICONE f r FDOWCORNING 994 SILICONE r%DOW CORNING 905 14 14 i AT 1/4 POINTS ON UTES WIDER THAN 38' ONLY FIX. LITE VENT GLASS TYPE 'A' GLASS TYPE 'A' 5/16' LAM. GLASS 5/16' LAM. CUSS H.S. GLASS 1/8' H.S. CLASS .090' Interlayer .090' Interlayer Soflex Clear And Cola Glasse SaOex Clear And Color Class BY 'Eastman Chemiool Co: By 'Eastman Chemical Co' 3/16' H.S. GLASS -I/B' H.S. GLASS SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 I'm PART 0 GUAN7TTY DHSCRIPTION MATERIAL MANP./SUPPIl6B/ROtARHB. 1 10248 1 FRAME HEAD 6083-76 2 10845 1 FRAME SILL 600.3 -Te 3 10647 2 FRAME JAMBS 6063-T6 - 4 11822 1/ VENT H.D. FIXED MEETING RAL 8063-T6 5 10646 1 SILL TRACK 6083-76 - 6 10250 2/ VENT VENT TOP/BOTTOM RAL 8063 -TB - 7 - 1/ VENT 5/16" BOX SCREEN - - 8 10257 2/ VENT VENT SIDE RAIL 8083 -TB 9 11823 1/ VENT H.D. VENT INTERLOCK RAIL 8083 -Te - 10 C-3055 4/ VENT WHEEL HOUSING A GUIDE NYLON - 11 0-3056 2/ VENT ROLLER PIN ST. STEEL - 12 C-3055 4/ VENT VENT FACE GUIDE NYLON - 13 - 2/ WINDOW WEEPHOLE HOUSING k FLM NYLON OR CELCON - 14 - AS REOD. ROLL FORMED GLAZING BEAD FOR 5/16' CLASS ALUMINUM AT VENT & FDL. UTE 14A - AS REOD. CHANNEL GLAZING BEAD FOR 7/16' GLASS ALUMINUM AT FIX. LITE ONLY 15 995 AS REGO. GLA2INO COMPOUND SILICONE DOW CORNING 15 7910-187 AS REOD. FINSEAL WEATHER STRIP 17 #8 X 1' AS REDD. ASSEMBLY SCREWS PHP SMS 16 - 2/ VET SWEEP LATCH ZAMAK AT 7-1/4' FROM EACH END 18A 10255 2/ VENT ALUMINUM VENT -LATCH 6063-T6 AT 7-1/4' FROM EACH END 19 C-3081 4 LATCH SPRING CUP ST. STEEL 20 C-3057 2/ VENT BRASS ROLLER 21 /8 X 3' 1/ VENT FIX. RAL BOTTOM SCREW - - 22 AS REDD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROME'TER 50t5 SHORE A AT 1/4 POINTS ON UTTES WIDER THAN 36' ONLY Ar -- FIX. LITE VENT GLASS TYPE '13' GIGS - V : ! • • • • • 7/16' LAM. GLASS 5/1 LAM *.Mqs • • • i • i • i • • . . . . . .. . . SL.• ZINQ OPTIONS •. • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUMINUM COLORED SEALANT. as complying irlln dm Pkxlde 13.0ding G,dc Acccptencn W -1016. 9 Bxpkatioa Dete� 1piL By Sri_ Mleml Dade [koeuat CoaNyol 1iG�46 •' j8t � r ,L No. "M : Al 6TAIIOF.� W07-59 sheet .2 of 6 DESIGN WAD CAPACITY - P8F (EO OR OY SIZ15) WINDOW DDRB. CUSS TYPE 'A' WIDTH HEIGHT EXT.(+) 9R.(-) 26-1/2' 37' 53-1/8• 74' 2°• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/2' 37" 33-1/0• 74' 36-3/6' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/2' 37' 63-1/6' 74' 1D.0• • •0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/2' 37 s3-1/8• 74' 03• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24• 38' 48' 60' 72' 24' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24' 38" 48• 60" 72• 36" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24' 38• 48' 80' 72' 46' 70.0 704 70.0 70.0 70.0 70.0 70.0 70.0 r 70.0 70.0 24' 36' 48' 60" 72• 80' 70.0 70.0 70.0 70.0 70.0 F70.0 70.0 70.0 70.0 70.0 (1/2W) (1/2W) ?i i a/le' s fe Guns OPERATING VENTS TO BE 1/2 OF THE WDW. WIDTH 'XO OR OX' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . DEMGN WAD CAPACITY - PSP (EO OR OY SIZES) WWDOW D CLUAIS B' 'AM flElo T Eli.(+} dNT.(-) 63-V4' -10/16 at rfi' • • • 206 • 70 x0 700 70. 8 3-1/4" -11/1 ss -1/2 38-3/8' • • 70.0 70.0 70.0 70.0 70.0 • 00.0 83-1 4' -11/16 63-1 (Q" • • 60 -Sys, • .0 7 1D.0• • •0.0 7 83-1/4' 9-11/10 SS -1/2' 63• 70.0 70.0 70.0 70.0 70.0 70.0 64' 83' 72' 81' 24' 70.0 70.0 70'0 70.0 70.0 70.0 70.0 70.0 SP 63" 72' at* �, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 a4• 83' 72' 48'.0 .0 70.0 70.0 .0 70.0 r70.0 70.0 54• 63' 72 81' W,70.0 70.0 70.0 70.0 70.0 W70.O 70.0 41 ii s6 116" 7./�1 a5 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WOW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X01 olml) WDFDOW DDA9. CUSS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) 74• 105-1/4• 111• 26' 70.0 70.0 70.0 70.0 70.0 70.0 74' 106-1/4' 111• 38-3/8' 70.0 70.0 70.0 70.0 70.0 70.0 74' 106-1/4' tlt' 50-5/8' 70.0 70.0 70.0 70.0 F 70.0 70.0 74' 106-1/4' 111" 63• 70.0 704 70.0 70.0 70.0 70.0 72• 84' 96• 108• 24' 70.0 70,0 70.0 70.0 70.0 704 70.0 70.0 72' 84• 9o` 108' 38• 70.0 70.0 70.0 704 70.0 70.0 70.0 70.0 72' 64• 96' 108' 48, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72" 84' 96" 108' W, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 OPERATING VENTS TO BE 1/3 OF THE WOW. WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (E0I SM) WIIVDOW DIPS. GLASS TYPE 'B' WIDTH HE09 0/3w) (1/311 (1/3W) 704 70.0 70.0 70.0 70.0 70.0 109 38-3/8' la• CLAW CLAW a' 6/1 mus OPERATING VENTS TO BE 1/3 OF THE WOW. WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (E0I SM) WIIVDOW DIPS. GLASS TYPE 'B' WIDTH HE09 EXT.(+) ML(-) 74' 106-1/4' 111" 26' 704 70.0 70.0 70.0 70.0 70.0 74' 106-1/4' 111' 38-3/8' 70.0 70.0 70.0 70.0 704 70.0 74• 106-1/4• It 1' 60-5/6' 70.0 70.0 70.0 70.0 704 70.0 74' 100-1/4' 111' 63' 70.0 70.0 70.0 70.0 70.0 70.0 72' 64• 96" lGe' 24" 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72' 84" 96• too* 38' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72" 84' 96' ,D8• 48' 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 72' 64• 96• 108' �• 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 i b 1a• 7m/A1565' b/�163' OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WDW. WIDTH 'XOX' PRODUCE RHVISHE) "W=PlyinB wish ft. Flmide w1dwe Code nooelwAno. Edon 111111 11 AHA,�'�,,� lite s PJPd?. \`�� J '• a'��r T6t3P M� �NZ � crowing no. W07-59 11 MMMT -DARE COUNTY APPROVED i MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST, 1 j I TYPICAL ANCHORS SEE ELEV. FOR SPACING •K AL ANON • • tea � •c:• 18Y OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH dinq f Cade Acoeptm><eNo 7-loz MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 - 3/8" X 1" NOTCH IN LEG AT EACH END 1/4- Du, ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) W2 - 1/4' X 2" NOTCH AT 2" FROM EACH END INTO WOOD STRUCTURES W3 - 1/4- X 2-1/4- NOTCH WITH NYLON BAFFLE 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AT 4" FROM EACH END THRU 1BY OR 28Y BUCKS INTO CONIC. OR BLOCKS OPEN CELL FOAM PAD (1/2' X 3/4' X 3-1/4") 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W4 - 1/2" X 1/8' NOTCH AT SILL TRACK 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1-1/4" FROM EACH END DIRECTLY INTO CONCRETE OR BLOCKS •K AL ANON • • tea � •c:• 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE EDGE DI��CE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. -PRODUCT onro Duil dinq f Cade Acoeptm><eNo 7-loz `.. P,,•',�i �. JO��F' �` atiU t.t... tip OF .. .. . • . .. .. . . ... . . . ... 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE EDGE DI��CE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. -PRODUCT onro Duil dinq f Cade Acoeptm><eNo 7-loz `.. P,,•',�i �. JO��F' �` atiU t.t... tip OF 0 R amwing no. W07-59 . . ... . . . ... • • • • • • • • • • PItOOUCT REVISED m complying rvith the Fbridx Building Code Aaoeytance No 7� i F.f,piratio• Dw �yL BD _ • w Dade Product CosLnol No. 701592 ATE OF �` drawing no. �I t NAI. `` sheet 8 of 8 VENT WIDTH • • • • 1/4' MAX. SWEEP AL TO • • • SHIM SWEEP LATCH © D • • • • • • • • • • • • • • O 1 4 NAX. / r� SHIMS MIAMI—DADS COUNTY --- I TYPICAL CORS SEE ELEV. .i •� i3� • • • 1B • • • • • • • • • • • . • • • • • • • • • w • • APPR,O CLIPPED MULLION 1 1BY OR 28Y SEE SEPARATE NOAMErAL it WOOD BUCKS li 1: FOR SPACING ' ti it 0 a STRUCTURE 3 D.L. OPG. li it 3 TYPICAL ANCHORS FR ELEV • • • • SPACING 1V GTS7EM. 18 ___:c:_• ---------- ___..�__—__—_ SCREEN OP110 _.. .. .• '�! I`___�I ___�______ NNW 4 D.L OPO.WINDOW WIDTH WINDOW WIDTH EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE FOR SPACING O VENT WIDTH 0. I, Q r,1 0 1/4' SHIM MAX_ . OPTIONAL TO SWEEP LATCH O 1 MAX, U WOODD.L..L 1B OPG. SHIMS VENT WIDTH TYPICAL ANCHORS w MN STRUCTURE B 6 D.L. OPG. SEE ELEV. FOR SPACING ggg \ w \ I -L ; PItOOUCT REVISED m complying rvith the Fbridx Building Code Aaoeytance No 7� i F.f,piratio• Dw �yL BD _ • w Dade Product CosLnol No. 701592 ATE OF �` drawing no. �I t NAI. `` sheet 8 of 8 r—z.000� .0?62 •062 1.524 .812 2.500 � 1.126 J. - 1.062 L VENT SIDE RA9_ FRAME HEAD 10257 O 10248 O eo63-Te 6063-T5 1.600 1.062 7L o62 4.082 t 1.672 .612 G. VENT TOP/BOTTOM RAIL 1.082 O10250 6063-T6 H.D. VENT INTERLOCK RAIL 11623 j921 9 6063-T6 1.594 z 1.671 .062 1 SILL TRary 1.499 O10846 W63 -T5 ,�_ a ..•. .125 FRAME SILL O10345 6083-r5 1.548 .062 r5 .812 � FRAME JAMB O10847 6063-T5 2 370 -i 7 .045 _T .45 ® GLA2MG BEAD IA 1 • • ••• • • • • ••• • • • • • • • • • • •• •• PROTYtlCT teFv1s1sO • • FRAME BOTTOM CORNER ar»wWY wilt the FbrWA • • • • • • • • • • • • • 6,°'1d�tyC Aooepn•we 14u 1 -lOLS Og !•. bL' C • • • • • • • drawing no. OF • •• •• • •• • • • • • • AB4• Prcdutt COnln,i • • • elk • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• I < m u o w ^111 AN, F.•j 40. 70M drawing no. OF �NAL11` `\`` ehaet g of 8 I M IAM FDADE MIAMI—RADE COUNTY, FLORIDA �s I - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1'1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION, ! a ► ¢ t T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTA.NCE-(NOA) - - _ - - ` s'rdww.miamldade.sov/economy Lawson Industries, Inc. 8501 NW 90th Street '� : + %;r +•. ! i 3 , .�t Medley, FL 33166 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 accepfed by 1Vliami-Dade `County' RER-Product Control Seciion to be used in Miami -Dade' County and other areas where' allowed'l y the Authority Having Jurisdiction This NOA shall'noi be valid after the expiration' date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AW (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 0000.. the accepted manner, the manufacturer will incur the expense of such testing and the AJJ:may:immediately.... revoke,' modify, or,suspend the use of such product or material within their. jurisdiction. ICER reservgs the right to • • revoke this acceptance, if it is determined by Miami -Dade County Product, Control SechOau that thig Vrbduct W • • • • .. . . . 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 ttth; FjQrida B00ildjljg Code, • 0 including the High Velocity Hurricane Zone. ' _ .. • 0 0.0 0 0000 0 0 : 0 { 0 DESCRIPTION: Series "SGD-9000 Dry Glazed" 8'0" Alum Sliding Glass Door w/ReihTorcerdWhT- N. I. • • • • • • APPROVAL DOCUMENT: Drawing No. L90004903.Rev,;C, titled "Series SGD49000:Alunynun1 Sliding•00;0 0000. Glass Door (N.I.) Heavy Steel Reinforcement", sheets 01 through 08 of,08, prepared bx•manufacturer., dated �•0 06/04/09 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E., bearing the�vtiargj Daae • County Product Control Section Revision stamp with the Notice of Acceptance number and Expiratioll trite by the Miami -Dade County Product Control Section. ' MISSILE IMPACT RATING: None: Approved Hurricane Protection Devices Complying w/ FBC , as applicable, are required. V Limitations: 1. See design Pressure chart VS door sizes, glass types and Sill height, in sheets 2: See full-length required reinforcements in sheets 4, 6 and 7. 2. Applicable door egress requirement to be reviewed by Building official. 3. See pocket installation in sheet 5. Pocket wall is not part of this approval and to be reviewed by AHL LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,lcity, state, series,and following statement: "Miami -Dade County Product Control Approved%-unless'otherwise noted herena: 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 occuiafter tie expiration date or if there has been' a` r'evision or change in the materials, use, and/ or manufacture of the product °or process. 'Misuse of this`NOA as air- 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: • ' ' a ' ° - 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This`NOA revises ,NOA #17-0608.07 and consists of this page 1 and evidence pages E -i, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. 10, NOA No. 17-1212.08 h�AM1 DeADE COUtr7'Y Expiration Date: August 26, 2022 • • Approval Date: January 25, 2018 ",`�� Page 1 0 ,D" r 'Lawson Industries.;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNWTED ,. , I- .. , . 1t 1. Evidence submitted in previous files Y , • .n A. DRAWINGS 1. , Manufacturer's die drawings and sections. ' (Submitted under NOA's No.'s 99-0517.02 and 09-0706.08) , 2: , Drawing No. L9000-0903, titled "Series SGD9000 Aluminum. Sliding Glass Door (NI) Heavy Steel Reinforcement", sheets 01 through 08 of 08, prepared. -by Y Yk 'manufacturer, dated 06/04/09; with the latest revision `B", dated,.12/19/14,,signed and sealed by Thomas J. Sotos, P. E. ' ...... B.' ` TESTS. •' % • : jits on:' 1 -Uniform Static Air Pressure Test, Loadin r FBC TAS`202-94 k • • • • • x , �' : aWag tl marked -'up drawings - and installation 'diagram of an Aluminum Sliding "' • �t • • 01mDoor, prepared by - Hurricane 'Enginee'ring & Testing; r Inc., Test Reports • •: •' Nd.'s HETI-09 2544 and BETI-09-2511, dated 05/21/09, both signed axid sealed by • • C.�Qido F. Font, P. E. • • utnided underNOA No. 09-070608) • 00* • ,:, . 2; ' Test teports on: 1) Air` Infiltration Tesf,'per FBC, TAS 202=94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..... .. . • 00 ..; . • 3) Water' Resistance Test, per FBC, TAS 202-94 k ' 4) Forced Entry Test, Type "C" sliding. door,"Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04' along with ' marked -up drawings ' 'and * 'installation diagram of an t Alun morn Sliding Glass Door, prepared by Fenestration Testing ° 'Laboratory;`Iris., Test, Reports No.'s FTLr-2027, FTIr2028, FTL y 2029 and FTI,2030,1. dated 01%04/99, alfsigned and sealed by Gilbert Diamond, P. E. 4 (Submitted under NOA No. 99-0517.02) „ C. CALCULATIONS, 1. Anchor verification tcalculations and structural, 'analysis,. complying with FBC, rprepared,by�Lawson Industries, Inc., dated 04/28/15, signed and sealed by Thomas 1 Sotos, P. E. (Submitted under previous NOA No. 14-0908.05) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE , 4 1..., Miami -Dade Department of Regulatory and Economic Resources , • i, . -Y E-1 r } is aq 1.-Chanda, P. E.• Product Control Examiner c. NOA No.' 17-1-212.08"' Expiration Date: August26, 2022 Approval Date: January 25, 2018 Lawson Industries, Inc. • _ ' -' . _ NOTICE OF ACCEPTANCE: ' EVIDENCE- SUBMITTED E. MATERIAL CERTIFICATIONS 1. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. a division of Mexichem SAB de CV, LLC. i ' ' ` , ' 1 • F. STATEMENTS 1. Statement letter of conformance to and complying with' FBC Sa' Edition (2014), issued by manufacturer, dated 05/24/17, signed and sealed by Thomas J. S"914 -P. E.• • 009 2. Statement letter of no financial interest dated 06/22/09, signed phA sealecl IV. Thomas . • J. Sotos, P. E. ' ...... .... ...... (Submitted under NOA No. 09-0706.08) "" •' :....: 3. Laboratory compliance letter for Test Report No.'s- • STI -0.2534 , and • .... _. f C0 .. HETI-08-2176, issued by Hurricane Engineering , & Testip:g; ., dated May 45,:..' 2009, signed and sealed by Candido F. Font, P. E.9 • .... .... ...... f. (Submitted under NOA No. 09-0706.08) 4. Proposal No. 08-0591, issued by Product Control, dated 077.15/0.$, sign �d 4 y Reno * * ; Narciso... . .. (Submitted under NOA No. 09-0706.08) ' ' , 1 5. Laboratory compliance letter for Test Reports No.'s FTL-2019, FTL-2021, FTL-2023, FTL-2024, FTL-2025, FTI -2028, FTL-2029 and FTL-2030, issued by Fenestration Testing Laboratory, Inc., dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E. (Submitted under NDA No. 99-0517.02) 6. Proposal issued by Product Control, dated 04/14/98, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 99-0517.04) G. OTHERS 1. Notice of Acceptance No. 14-0908.05, issued to Lawson Industries, Inc. for their Series "SDG -9000 8'0" Aluminum Sliding Glass Door w/ Heavy -Reinforcement - N. L", approved on 05/27/15 and expiring on 08/26/17. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L90004903 Rev C, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.) Heavy Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated 06/04/09 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (Oh Edition) code compliance. Ishiq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.08 Expiration Date: August 26, 2022 Approval Date: January 25, 2018 E-2 Lawson Industries. Inc. , •. • . ,, r NOTICE OF•ACCEPTANCE: EVIDENCE SUBMITTED B. Test 1: 'None - t C. CALCULATIONS t t 1. None 4 D. QUALITY ASSURANCE N' L. Miami Dade Department of Regulatory, and Economic Resou_ rces .0k) • • E. • • •' VATERIAL CERTIFICATIONS 1. NW3C*-... • • : • • , F..:: STATEMENTS, v 1. Staffnient letter of conformance to FBC 2017 (6t Edition) -arid "No financial interest" •. dated Wl7/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. •••••• H. OTEOM r • • • ; •�. This 14bA revises # 17-0608.07, expiring 08/26/22. , 1 J 1.' I ! ishaq 1. Chanda, P. E. Product Control Examiner r , NOA No. 17-1212.08 Expiration Date: August 26, 2022 Approval Date: January 25, 2018 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . NOTES: SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-S1h EDITION & 2017-61h Edition), WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. TJ-C6L ELEVATION TESTED UNIT (OXXX) SGD-9000 ALUMINUM SLIDING GLASS DOOR NON -IMPACT HEAVY REINFORCING DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT REQUIRES THE USE OF APPROVED SHUTTERS OR EKTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. o e$ o z v n h A e W Z z. p a O � o I izw Cede MtFirU� e'c A�a4Wee Ne - ?17D$ �j 'L �m�wwneiroLlr�eT 'w a� iv U. O TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 16Y P,T. 14 rWOOD BUCK .4 i °� • I (MIN, TYPICAL ANCHORS IN PAIRS ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRSSEE • G SEE ELEV, FOR SPACING • ....... . •.. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 9 . • . MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND . . . . . . .. .. . • . .. .. . . TRANSFER THEM TO THE BUILDING STRUCTURE. ... . • 1 ... I! li II II `(r� 1 1 I I TYPICAL ANCHORS: SEE ELEV. FOR SPACING ( ) /A J,� (WIN. cM"BTD.) j P 1/4" DLA TAPCONS 6v ITW BUILDE,X„(FX- 100 Ks'- Fu. 12SKsi) ! y INTO 2BY WOOD BUCKS OR WOOD STRUCTURE i1 1-3/8" MIN, PENETRATION INTO WOOD II II THRU 19Y WOOD BUCKS INTO MASONRY OR CONIC. li y 1-1/4" MIN. EMBED INTO MASONRY OR CONC. II !1 DIRECTLY INTO CONCRETE OR MASONRY OS it it 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 0 014 SMS OR SELF DRILLING SCREWS - GRADE 5 W INTO METAL STRUCTURES w 4 STEEL 12 CA, MIN. THICK - 0.105" (Fy - 36 K51 MIN.) I� i li ALUMINUM 1/8" THK. MIN, (6063-T5 MIN.) I I d I II 010 SMS_- GRADE 2 11 it INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN, THK. 1/8") II I! (NO SHIM SPACE) aFyJ 4' M n o Slll RISER ADHERED TYPICAL EDGE DISTANCEs I j TO SILL WITH SILICONE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. (OR AS SHOWN) 1 Ft7 Sli S I� INTO METAL STRUCTURE - 3/4" MiN. 5 4 SUBSTRATES: 1-3/4" WOOD BUCK (P.T,) AT HEAD OR JAMBS SG - 0.55 MIN. © 2-1/4" CONCRETE AT HEAD, SILL OR JAMBS F'c - 3000 PSI MIN. OPTIONS 2 2-3/2" C-90 GROUT / FILLED BLOCK AT JAMBS F'm 2000 PSI MIN. GRADE 22 15 METER • • • • • SfA (�S,• • LIKING I g'�— I ' 4 • • • • • • 6LL FME AND PINEL JOINT, INSTALLATION SCREWS ANO W • • HODS-el' ANJNDR SCREWS AT SILL TO BE SEALED WITH SEALANT. • 'Y MIN: a+ • •• i • • • •• ••• •• 11/4' • •( MINAENBED.) 1. d TYP.•• Nen—Shrink, Non—Metallic 000 0 TYPICAL ANCHOR 00 • 6:0 000 Grein al MiNmum S Kai IN PAIRS • • • • SEE ELEV. FOR 19PACII: • • • • • • • • • • • • • • • • • • • • TWOS) TRACK SECTIONTRACK SECTION • • • • ....... . •.. . • . . . . . . . . .. .. . • . .. .. . . . ... . • • ... 9 I' Mln. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING i N rO I 1 v1 MIAAW—LADE COUNTY APPR'D MULLION SEE SEPARATE NOA 7 Nttl, MrW wt.l r TYPICAL ANCHORS IN PAWS SEE ELLV. FOR SPACING ►aOQucrasvam a �pITYI� wm of rind& AaK�Wsmca 1 -1212.0 Q,yira�n 44 g� p i TYPICAL ANCHORS -j -,,,o% . IN PAIRS .. .. . . . .. .. . . • • • . • • • • • • • E O 7 • • • FOR 94.1•DOORS• 01' CUPS TO BE LOCATED MAX' CLIP AT ••• • ••• • ••• •• . • ••• • • • • .•• TYPICAL ANCHORS -j -,,,o% . IN PAIRS • NKE: LENGTH OF STEIL REINFORCINORO BE DOOR HEIGHT - 7" SEE ELEV. FOR SPACING /10 X 1-1/4" $M$ Vo • • • • FOR 6j6 ODORS 73' • • • • I-1/4SMS OR/16" TAPPANEL O• ACTIVE PANEL • • Fit B/0 IfOR� 9 • • • • E O 7 • • • FOR 94.1•DOORS• 01' CUPS TO BE LOCATED MAX' CLIP AT ••• • ••• • ••• •• SILL END ONLY EXTERIOR 1 31 x Zg o INACTIVE PANEL 4 26 ACTIVE PANEL 6 35 a ACTIVE PANEL e O ISo 4 n amplybB wRY the Fl°LiLtA EXT'GRADE PERIMETER CAULKING g ° (MIN. EMBEG.) iBY P. T.I V 1 .� Q O 0 WOOD BUCK w I 0 loll• 0-O I 0 /e X5/8* SCREW 3 FOR 8/0 DOORS 4 FOR 9/0 DOORS x OXO EXTERIOR TYPICAL ANCHORS IN PAIRS -j -,,,o% (MIN. eu9E0.) D.L. OG_pp 1/4' $NIY MAX. �• 0 (q /10 X 1-1/4" $M$ Vo L i m h I-1/4SMS OR/16" TAPPANEL o ACTIVE PANEL /10SM3/16" 2/ CLIP TAPCONS 2/ CUP 2/ CLIP 7 OXXX CUPS TO BE LOCATED oZ CLIP AT IN FRAME HEAD AND SILL 0,s4 ` SILL END ONLY EXTERIOR AT TOP k BOTTOM OF INTERLOCKS /e X5/8* SCREW 3 FOR 8/0 DOORS 4 FOR 9/0 DOORS x OXO EXTERIOR TYPICAL ANCHORS IN PAIRS 1/4" MAX. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SEE ELEV. FOR SPACING i OG_pp 1/4' $NIY MAX. �• 0 (q = L i m h • o ACTIVE PANEL oar. a+ O 7 oZ cn 0,s4 ` x Zg o _ — C e O ISo n amplybB wRY the Fl°LiLtA EXT'GRADE PERIMETER CAULKING g ° (MIN. EMBEG.) iBY P. T.I V 1 .� Q O 0 WOOD BUCK w I Empk m Date F 1/4" MAX. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SHIM i � • i 7 26 23 _ — IgtODUCF REVIM O n amplybB wRY the Fl°LiLtA o g ° B Empk m Date Beyantl "• YPltch -e m j61qmo= 1tIhkkn•s• X0,5 ,• ..... C4 P; kV D.L. GPC. METAL STRUCTURE:$7M N 4 "'U N *•! TWO (2) TRACK SECTION i TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS METAL .. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE C ^ SEE ELEV. FOR SPACING m . O z �Ff a n I y / 4. (MIN.1 EMe.. .'' I • d + •• G• •\ r D C Y) V O Z J- • N.NI T4Jiysi 3 I yI e Q �I STRUCTURE A Z- (MM. EMRfO.) I � O Z ANCHORS IN PAIRS V. FOR SPACING • a 0 = o�o V)g=o 2g 2-1/2oar- 2 OPTIONS od a a . • C7 i o . 36 • • • • V O MWD -DARE COUNTY APPR'D MULLION TYPICAL ANCHORS IN PAIRS � SEE SEPARATE NDA SEE ELEV. FOR SPACING 2 Ca g 28Y WOOD BUCK ra COE STRUCTURE A Z- (MM. EMRfO.) I � O Z ANCHORS IN PAIRS V. FOR SPACING POCKET JAMB HOOK gF� s . s 1 1/4' TAPCON 08A +!glE1C � (SEE ANCHOR NOTES) gc y�(y E•yII q LL RISER ADHERED TOW'W Meyt+ute N• ��Z 9 LL WITH SILICONE ; 6f1iFM1,••Fk+L� q 11 I< V MOVING PANEL •709 m • a 0 • . ,yy 2g 2-1/2oar- 2 OPTIONS . • . . 36 • • • • POCKET JAMB HOOK gF� s . s 1 1/4' TAPCON 08A +!glE1C � (SEE ANCHOR NOTES) gc y�(y E•yII q LL RISER ADHERED TOW'W Meyt+ute N• ��Z 9 LL WITH SILICONE ; 6f1iFM1,••Fk+L� q 11 I< V MOVING PANEL •709 m . • .•• • • • . ..• 2g 2-1/2oar- 2 OPTIONS . • . . 36 • • • • PTYPICAL POCKET DOOR JAMB ANCHOR DETAIL Ai• • ••• • ••• ••Non -Shrink, Non-NOtoI••Grout o1 Minimum S Kat SEE ELEV, FOR • • • �PSCINC • • THREE) TRACK SECTIO SECTION • . • .•• • • • . ..• . • . . • . • • • • 'd TYPICAL ANCHORS N PNRS SEE ELEV. FOR SPACING 1/4" SHIM MAX. 30 T ,INACTIVE PANEL 1©i • ANO : 0/ 5T L ?ll' TO OF OC R HEICNT - 7' • • • Re." r•7j' • • • • . • FOR WO DOORS ftU' • • @00#••• • FOR WO ODORS ..101' • • • •y4.1 !L ACTIVE*.P4E4 g• •'i'T'— • 3s ACTIVE PANEL I ------ 0, 9 2 C' 4 OPG. d 10 sMS \Z.,R 10 X 1-1/a" sus 2/ CLIP 3/16' TAPCONS v�/ �/ L WIDTH 2/ CLIP oxxx CUP AT SILL END ONLY EXTERIOR DOOR WIDTH r--- 110 X 1-1/4" SMS OR 3/16' TAPCONS 2/ CUP CLIPS TO BE LOCATED IN FRAME HEAD AND SILL AT TOP 3 BOTTOM OF INTERLOCKS TYPICAL ANCHORS IN PAIRS •• •• • • • •• •• • • • • • • • • • • • G (3 5) n a h .' • ANO : 0/ 5T L ?ll' TO OF OC R HEICNT - 7' • • • Re." r•7j' • • • • . • FOR WO DOORS ftU' • • @00#••• • FOR WO ODORS ..101' • • • •y4.1 !L ACTIVE*.P4E4 g• •'i'T'— • 3s ACTIVE PANEL I ------ 0, 9 2 C' 4 OPG. d 10 sMS \Z.,R 10 X 1-1/a" sus 2/ CLIP 3/16' TAPCONS v�/ �/ L WIDTH 2/ CLIP oxxx CUP AT SILL END ONLY EXTERIOR DOOR WIDTH r--- 110 X 1-1/4" SMS OR 3/16' TAPCONS 2/ CUP CLIPS TO BE LOCATED IN FRAME HEAD AND SILL AT TOP 3 BOTTOM OF INTERLOCKS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING G (3 5) n a h .' oa10 0, ul o a a0� i Q • i o 0 • a co n =. , z 7e . j � U a • �~ C I O F-1 1��• � � W 1 (MIN. EMBED.) , 1BY P.T. Z WOOD BUCK a TOTODUCFRiVIC� d � � 88-1 ar1/y1rR WiU Ue o • n P SjE ELEV, FOR SPACING THREE !3) TRACK SECTION -' • •B• • • NOTE: LENGTH OF STEEL REINFORCING TO BE DOOR HEIGHT - 7" • ••• INTERIOR SIDE FOR 6/e DOORS - 73" 1/4* SHIM_ MAX WOOD BUCKS NOT BY LAVSCN IND. FOR e/0 DOORS - 89' MUST SUSTAIN IMPOSED LOADS • • FOR 9/0 DOORS - 101" • • • - TYPICAL ANCHORS •• • 5/8' I.G. - TEMP. CLASS 5/8' I.G. - TEMP. GLASS •• V ,•�;. IN PAIRS SEE ELEV. FOR SPACING 39 O 24 b O 9 F 2 O G O 23 26 26 © MOVING PANEL MOVING PANEL 5/8' I.G. - TEMP. GLASS '. • FIXED PANEL O O FIXED PANEL ------- I• v. O O 3 c s - e 26 3B 0 7-1 0 6 39 a� • SCREEN DOOR PANEL SCREEN DOOR PANEL /.' DDDR WIDTH (WON. cNreED.) z 112 W.. EXTERIOR SIDE TYPICAL ANCHORS IN PAIRS t t �. • a SEE ELEV. FOR SPACING (MM. BED.) •4 Note; INSULATED PANELS APPROVED TO BE USED 1/4' MAX. IN ANY CONFIGURATION SIMILAR TO THOSE AS SHIN SHOWN ON SHEETS 4, 5, t 5. -7 ,D T 36 PANG TOP PAI. I I I I I S/B' I.G. -TEMP. GLASS EXTERIOR SIDE INTERIOR SIDE PANEL TOP CORNER PNJ16L R SILL RISER ADHERED TO N i I 3 SILL WITH SILICONE N it I i t ,-3/4` ' 29 2-t/4. 2-,/r•OPTIO %S • • . . ... • • s ••� • • • • •• • • • • • • • • • • / 10 x 1" SMS • + • >t • • • • • • • • • • • • • INTO ROLLER HOUSING . t4. _ .• 1 1/• N ••• • ••• • ••• •• (wn. Em D) � � • • • • • • • • • • • • • • • • • .PANEL BOTTOM CORNER (' EDGE asr.) • • • • 000 • • • • • • • • • • • • •B• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • •t '/4' O C (WON. EMSED.) N C ,BY P.&IT. N R WOOD CK W Ad C i TiE PF=ULfazvv D N to 6.1•plyft 1•Y11 OO Will" R�bftAfcvNft�Nq�2� G9 /Mdr PA CAMP I Tia .... GGTF���Fs,I,i �j�ir�r µbe i O p.lS' AA•.loi4N��,,` F • o . . ... . . . ... .. .. . • . .. .. . . . . . . . • . . . 3.623--y . . � 2.500 � .687 A 1.000 .062 TYP. .7� • 1,044 ; .376• • V1 • • • • • • 7 12;8 100 p O jj .062 TYP. 1.218 062 e Ds e FRAME HEAD (2) TRACK LOCK LE • X00 • • • • • • • • 1' • • • • • • • S.OB7 4218 ��'• I o & .. O 3 G' e i � R 7i O La ' d� rr.�1 g • 5.094 1Iso • • • • l•4587'1 • • • • j • • • .002 1•'P. • • .T-1 TTP. 1,pp0 .060 4810 4044 1218 .062 1�- ! �, FRAME HEAD (3) TRACK DOUBLE 2,375 INTERLOCK .687 F•- FRAME JAMB (2) TRACK FRAME (3) TRACK SILL RISER I FOR 2 h 3 TRACKS I i FRAME TOP CORNER 5 ; D [. 3 O O Z 641 §-,u V1 dj z o J Z z O .890 F A62.Bf5 062 2.438 TYP. JAMB ,595 .062 .873 2.375 1.375 L1.$90 1.132 [-�,t� F'.062 1.044L 1.470 Y O C/D 0: „Q] Z O �t.5001� �8 .890 TYP 2.438 1.032 1.468 INSULATED LOCK STILE INSULATED PANEL TOP RAIL I Q PANEL TOP RML PANEL BOTTOM RAIL SINGLE INTERLOCK Z .090 -yr I I g a N 2.938 094 .376 1,656 1.873 .062 2.875 A94 1.676 .062 .5�'6,4 •� ,�2 2.333 $ Y A s 1 R 4.154 +1 FRAME SILL (2) TRACK 2.313 ASTRAGAL STILE 2.230 INSULATED ASTRAGAL .890 INSULATED BOTTOM RML FRAME BOTTOM CORNER t2 E 3 S ole 1.590 Flex@Ie Vl(FPVC) Com posifflon • Team PlastkA, Inc. a" 1 m ti z z� t. FPVC Btadc Compound No. 7200.75 PHYSICAL ASTM N0. 1.t32 A94 DW0meter Hardness *A', 10 a- 75 D-2240 Specific Oravity 1.45 D-792 2.3t3 ,. . . #`"`""- .,r4,Tl 4`°"5.,7 ,•••.59 �f jrQ 3.672 -• Tensile Strength, PSI 1640 D638 Uftmute Mongation, % 340.0 D638 Moduhu® 100%Elongalian, PSI 765.0 D638 OWDUCf Rrf ep S FRAME SILL (3) TRACK INSULATED INTERLOCK lnvwBrittleness. -31.0 D-746 • diftP4'V[C"swgidwFbll/6 0.•,d A-pha. s Datee+� •, ;:r, 5: •'��,y�i • t\jy�\ a d�:� '� C4 .SOOT•- PCWheompound PHYSICAL ASTM NO. DvOmeterHardnsffi°A",10 D-2240 .875 ` I .891 .062 .615 .324 070 p sec 75 Specifiedraviry 1.45 13-792 Tensile Sttength,PSI 1640 D-618 Ultimate ElongatiorA % 325.0 D638 '4 '`^" 1a °�z O 1 H v� �� I "'•, I-Lt42 L250 Modulus @100%Flongation,PSI 765.0 D-638 •, •..,,• • 2,0 att Brittleness, -30.0 D-746 6 ,,✓P�o2FIf111•O,`,,�,.7. ASTRAGAL RETAINER CLIP JAMB HOOK FIXED PANEL CLIP t•' I O mm / PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPWER REMARKS DESIGN LOAD CAPACITY - PSF ,� n •M n $ y ^. -+ z` tG 1' L-9001 1 FRAME MEAD (2 TRACK) 6063-T6 ALUM. PROFILE PANEL WIDTH NOMINAL FT./IN. DOOR HEIGHT FT./IN. 1/4" TEMP. GLASS 2' L-9002 I FRAME SILL (2 TRACK) 6063-T8 ALUM. PROFIT 3. L-9003 2 FRAME JAMB (2 TRACK) 6063-TS ALUM. PROFILE 1-3/4" SILL 2-1/4" SILL 2-1/2" SILL 3" Slid, 4, L-9004 1/ PANEL PANEL 70P RAIL 6063-TS ALUM. PROFILE EXT. (+) INT. (-) EXT. (+) INT. {-) EXT. (+) INT. (-) EXT. (+) INT. (-) S L-9005 1/ PANEL PANEL BOTTOM RAIL 6083-TS ALUM. PROFILE 2/6 3/0 4/0 5/0 6/8 40.7 110.1 56.7 110.1 63.3 110.1 77.8 110.1 �I c m o z .. m n 31!q� Z > h °D 2 a V Ra�a q a y+ O O v S r7 c Oa 4+ V, 1 Z o 5 a 0 O 6 L-9006 AS REOD, LOCK STILE / FIXED 570.E 6063-TS ALUM. PROFILE 40.7 96.9 56.7 96.9 63.3 96.9 77.8 96.9 7 L-9007 AS RE00. SINGLE INTERLOCK STILE 5053-T5 ALUM. PROFILE 8 L-9008 AS REDO. ASTRAGAL STILE 6063-TS ALUM. PROFILE 40.7 81.3 56.7 81.3 63.3 81.3 77.8 81.3 9 L-9044 AS REOD. 1/4' GLAZING CHANNEL TEAM PLASTICS Inc. See Motw;ol Compoebn ltO Sheet 8 40.7 73.3 56.7 73.3 63.3 73.3 73.3 73.3 10 FS-011 4/ PANEL PANEL ASSY SCREW O TOP RAIL #10 x 5/8' P.H. - PHILLIPS 2/6 3/0 4/0 5/0 8/0 40.7 88.2 56.7 88.2 63.3 88.2 17.8 88.2 11 FS-034 2/ PANEL PANEL ASSY SCREW O BOTTOM RAIL - /10-24 X 1' P.H.-PHIL./ Y 40.7 76.9 56.7 76.9 63.3 76.9 76.9 76.9 72 FS-028 8 FRAME ASSEMBLY SCREW - /B % 7/16' P.H-PHIL. / SMS 40.7 63.0 56.7 63.0 63.0 63.0 63.0 63.0 PILE Wf5'P. O JAMB/ASTRAGAL - (0.167"w. x 0.2011"h.)-ScAlegal iJ 7919-6001-7EREOD. 14 7524-6001-6 PILE WTS'P. O TOP RAILS - (0.187`w. x 0.250"h.)-Schlegel 40.7 55.4 55.4 55.4 55.4 55.4 55.4 55.4 15 7529-6001-7 PILE wr5'P. O BOTTOM RAILS - (0.787"w, x 0.300"h.)-Schlegel 2/6 40.7 76.7 56.7 76.7 63.3 76.7 76.7 76.7 j �o 16 7520-9001-7 PILE WRS'P. O INTERLOCKS - (0.187"w. x 0.210"h.)-Schlegel 3/0 40.7 66.6 56.7 66.6 63.3 66.6 66.6 66.6 V s 17 SILL RISER 6083-T5 ALUM. SILICONED IN PLACE 4/0 9/0 40.7 54.D 54.0 54.0 54.0 54.0 54.0 54.0 1B L-9018 FlXEO PANEL JAMB CUP 6063-TS ALUM. CW-27153 x919 FS-029 FOXED PANEL CLIP SCREW - /8 X 5/8' PH.-PHI /SDS 5/0 40.7 46.7 1 46.1 1 46.7 46.7 46.7 46.7 46.7 O e 20 AR-001 I FIXED INTERLOCK ANGLE 6063-TS ALUM. 3'x 1 1/2"x 19/76"x 1/8' S/8" TEMP. INSULATED GLASS MAY BE USED IN 4X8' PANELS OR SMALLER. O a 3 E 21 AIN'-002NRE01D. MOVING INTERLOCK ANGLE/CUP 6063-i5 ALUM. I 1/2" X 3/4' % 2' % 1/8` 6 22 L-9022ASTRAGAL RETAINER CLIP 6063-T6 ALUM, AF-10798 GLASS CAPACITIES ON THIS CHART ARE BASED ON •• y C O o O 23 AR-020 REINF. O SINGLE INTERLOCK A36 C.R. STEEL 7/2` % 1 1/4" BAR (36 NSI) 24 AR-021 REINF. O DOUBLE INTERLOCK\ASTRAGAL A36 C.R. STEEL 7/2" X 1 I/2" BAR (36 KSI) ASTM E1300-98 (60 SEC. WIND) o0i 23 AR-023REINF. O BOTT. RML 6063-T5 ALUM. 3/4' X 3/4" X ,062" TUBE �4 y 0 26 AR-024 REINF. STEEL 0 INTERLOCK A36 C.R. STEEL 1/4' X 1" BAR (36 KSI) THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES 27 OPTIONAL SCREEN JAMB ADAPTER 6D63-T6 ALUM. WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATIONS l A 28 L-9028 1 FRAME HEAD (3 TRACK) 6063-TO ALUM. - SHOWN ON SHEETS 4 AND 6, I.E. 7(X, OX, XO, XXX, OXO, OXXO, 29 L-9029 I FRAME SILL J TRACK) 6063-T6 ALUM. _ AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: 30 L-9030 2 FRAME JAMB 3 TRACK) 6063-TS ALUM. - XXp, PXX, XXXP, PXXX, XXXXP, PXXXX, PXXXXP 31 L-9031 AS REDO. DOUBLE INTERLOCK STILE 6063-TS ALUM, OPTIONAL OXXXp, PXXXO I` 32 1071a Z PANEL PANEL TOP GUIDE 57801 Nylon 6-6 Molded Nylon- Reakwe!I M scale: 79 w+ 33 1072a 2 PANEL PANEL BOTTOM GUIDE STSOI Nylon 6-6 Molded Nylon- Rockwell M scale: 79 1/4" TEMP. GLASS 3/16' TEMP. GLASS 34 3S Hwa-WHL HC-036 2 PANEL AS REO'0. PANEL SINGLE ROLLER DOOR LOCK ASSEMBLY - 6 COMPONENT - ASS'Y 150 INT. #EXT. PULLS, CAN, KEEPER e e e 36 UI-109A 1 PANEL / 5/8' INSULATED PANEL TOP RAIL 6063-78 ALUM. PROFILE =1�•Mr 3 an Space ai Qy 37 LI-1 IDA 1PANEL 5/8* INSULATED PANEL BOTTOM RAIL 6063-TS ALUM. PROFILE \ .'I 9 ] 4 38 LII-108 I PANEL 518- INSULATED PANEL LOCK STILE 6083-TO ALUM. PROFILE 39 LII-082 1 PANEL 5/8- INSULATED PANEL INTERLOCK 6063-16 ALUM. PROFILE 11 ! � 9 40 LII-163 1 PANEL 5/8' INSULATED PANEL ASTRAGAL 6063-TO ALUM. PROFILE ai 41 AF-10403 AS REO'O. POCKET DOOR JAMB HOOK 6063-T8 ALUM. PROFILE 42 L-9045 AS REO'D. S B INSULATED CLASS GLAZING BOOT TEAM PLASTICS Inc. See Motsrbl Compoe7Bon O Sheet 81 43 • 43 812-25H-357 AS REO'D. 'truSeol" Duro Sea Swlggle SpacerBlock - 1/4" Mr Space • 4 ON 9/0 HIGH ODORS ONLY • • • • • • • I/4 TEMP, GLAZING DETAIL 5/8 TEMP, INSULATED GLAZING DETAIL ttacas4a 41 • • f • • • • • • tttttttt ,�r�FiA • ••• • • • • • • •• • • • • ►looaucrRBYE111Y .� r�Q,� O n++1eWPMe•sMYdwFbd& : k4 a� ••• • ••• • ••• •• 6viAetwem (2IQ•��d RxP"" Lute Z // 'Z'4• o .;';`� o 0 G d ^.rj W • ' • • • • • • • • • • FYeltLor � '• F c • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • •••