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Home My WebLink AboutPERMIT PACKAGE 2 OF 2 MIAMI• MIAMI-DADE COUNTY 6 DADE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vn w.mia dade.aov/economv CGI Windows & Doors 10100 N. W.25h1i Street Miami,FL 33172 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 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 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 "7650"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7650.0, titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by Anthony L. Miller, 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, 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. 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. 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##15-1210.03 and consists of this page 1, and evidence pages E-1, E-2,E-3 &EA, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MCICOUNTY NOA No. 17-0420.08 MIAM ® ,...a , �� Expiration Date: April 14,2021 Approval Date: September 28,2017 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-7650.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,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 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) (Submitted under NOA No. 15-1210.01) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) (Submitted under NOA No. 15-1210.01) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16) (Submitted under NOA No. 15-1210.01) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 Jorge M.Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) (Submitted under NOA No. 15-1210.01) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) (Submitted under NOA No. 15-1210.01) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8652, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) (Submitted under NOA No. 15-1210.01) 7. Test report on 1) Uniform Static Air Pressure Test,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 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Cause, P. E. (Submitted under NOA No. 11-0107.04) 8. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Canso, P. E. Submitted under NOA No. 11-0107.09) Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller,P.E. (Submitted under NOA No. 15-1210.03) 2. Glazing complies with ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. L' Jorge M.Plasencia,P.E. oduct Control Unit Supervisor NOA No. 17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5t°Edition (2014) and FBC-6' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of"No financial interest", dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. RER Test Proposal No. 17-0381, dated 05105117, signed by Ishaq Chanda, P.E. 4. Private labeling agreement document in conformance of RER guideline dated 02/15/16. (Submitted under NOA No. 15-0409.06) 5. Letter of laboratory compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.03,issued to CGI Windows and Doors,for their Series "7600" Vinyl Sliding Glass Door (Reinforced) —LM.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M.Piasencia,P.E. Pro act Control unit Supervisor NOA No. 17-0420.08 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 7650 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING rA Substrate Frame Member Min.Edge Min. RATED FOR LARGE&SMALL INCLUDING POCKETS & 900/1350 CORNERS P.T.Southern Pine HeadlStIlJamb Distance Embedment MISSILE IMPACT RESISTANCE GENERAL NOTES: (SG=0.55) P-hook s,16- t3/8" DESIGN PRESSURE RATING Aluminum,6063-TS' HaadlSilllJamla 3/8" 118" 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. (G5)or 0A2m'min.thickness) P-hook 3/8" va^ SEE TABLES 11 2 & B1, B2 2) DESIGN PRESSURES: M steel,A3s Head1Si11/Jamb 3181, o.0s0^ ON SHEETS 7&8 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. thread (0.060"min.thickness) P-hook 3/8" 0.060" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel Stud,A653 Gr. 33- Head/Si1114arnb 3181. 0.071"(14 Ga.) C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. (0.071"min.thickness) P-hook 3/8" 0.071"(14 Ga.) 3)ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, racon P.T.Southern Pine Jamb SG INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS thern P-hoak 1^ 1s/8" 1f4"Elco 410 S.S.CreteFlex P.T. Southern Pine Head/Sill/Jamb 1" 1-3/8" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). SG=0.55) P-hook 1" 1-3/8" 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. B #12, steel mod scn (G5) P.T. Southern Pine Head/Si111Jamb 9/16, 1-3/8" 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. sc Creterete P-hook 9l16" 1-3/8" Co nc 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX &AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION P-hook 1" t-3/8" 1/4"Elco Ultracon (min.2.85 ksi) Head/Sill/Jamb 1-3116" 1318" 1" SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES Ungrouted CMU, Jamb Elco1•1/4" (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM c 90 P-hook t^ 1-114^ REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 &8717; EXOVA-10-002-792(A) & 10-006-10231; Ungrouted CMU, Jamb 1-3/4" 1 1-114" ; 114"Elce 410S.s.CmteFlex (ASTM C-90) P-hook 1-3/4^ 1-114" GENERAL NOTES........_... 1 CAMBRIDGE 535753-09 C Concrete Head/SiluJamb 1-3116' 1-3/4" EXAMPLE CONFIGS..........2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING (min.3,35 ks0 P-hook V 1-314" THE HIGH VELOCITY HURRICANE ZONE(HVHZ). THE RIGID WHITE, BROWN &TAN PVC MANUFACTURED BY ENERGI Concrete Head/Sill/Jamb 1-1/2' 1-318" INSTALL DETAILS..............3-6 FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA (min.2.22 ksi) P-hock 1-1/2" 13/8" DP/ANCHOR TABLES........7-8 BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). 1/4" ggr GatI&B S.S. Ungrouted CMU, Jamb 2" 1.114" GLAMPLE.......,..LS.............9 ( } A99reGator (ASTM G90) P-hook 2" 1-1/4" 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. P,T.Southern Pine Head/SiluJamb 1" 1318^ GLAZING DETAILS............10 9) DRAWINGS DEPICT EXTERIOR-GLAZING, HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG=0.55) P-hook t^ 1-3/8" ANCHOR LOCATIONS.......11-16 10)THE 7650 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 7600 SERIES. Concrete HaaP-hooJamb 2-1/2" 1-318" PANEL TYPES................... 17 ANCHOR NOTES: v4^Elao ulvacon (min. ted CIVIL, P-hook 2-1/2" 1-118" EXTRUSIONSS..,......._......19 Ungrouted CMU, Jamb z-t12" rv4" ACCESSORIES..................19 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLYMIAMI-DADS COUNTY ASTM coo) P-hook 2-1/2^ 1-1/4" APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE SCREEN DETAILS.............20 Concrete Had/sill/Jamh 2-1/2" t-3l4" REQUIREMENTS. Ungmut dSCMU, Jamb 2-1/2" 1-1/4" PARTS LIST........................21 1/4^Elco 410 S.S.CrefaFlex 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. (ASTM c-90) F77P-nook 2-112^ 1-114" PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO as complying with the Florida Building Code IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-No. 17.0420.08 GREATER. 1X AND 2X BUCKS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Expiration Date 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. By 4) METAL METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Miami- de Product Control BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, MAX. 1/4"THICK& 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE Material Min. Fy Min. F LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF Steel Screw 92 ksi 1 120 ksi SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Screw 90 ksi 110 ksi OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION Elco Aggre-Gator(D 57 ksi 96 ksi 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco UltraCon(D 155 ksl 177 ksi ASTM E1300-09 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi INSTRUCTIONS: ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum 16 ksi 22 ksi l 1111 i/ SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE AlSI S10o-12 A36 Steef 36 ksi 58 ksi \\\ '(p( LY1VN7y�'+� GLASS/REINFORCEMENT. AISC 360 10 Gr.33 Steel Stud 33 ksi 45 ksi �� !�® 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL � . '�eCENSF •.l`�� PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 zr No. 58705 AND/OR HEIGHT. Windows& Doors 3)CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, THIS WERESTBONGEB'" GENERAL NOTES �m J ROSOWSKI -0 1cc SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE f010oN.w25nso-aar °"A I Q 5T Miami,FL 33172 p®.% A F YV�� DISTANCE. Te1:305.593.6590 Fae:305.593.6592 a UPDATED TO FBC 2017, VINYL MFG. 04/05/17 4)FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN �i�tS 'RL®RICP•'``Cj�?� PREPARED 6Y.•A.LYNN MILLER,P.E. �/ �` x� PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 1070TECHNOLOGYDRIVE a �d '/777®I�/At 1t11 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N. (941)4 FL$4vs 6)ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. l941�asa1s00 % SGD-7650 ymp NTS I 1 OF 21 MD-7650.0 rz° A A.LYNN MILLER,P.E. CERL OFAUTH.#29296 m rri h P.E.#58705 MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH —®- � MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH E NOM. PANEL WIDTH E PER TABLES 1 &2 < TH ° --I PER TABLES 1 &2 ° �— N PER TABLES 1ANEL D&2 PER TABLES 1 &2 4 ! I �A D MAX. UNIT 3 / s Iw MAX. UNIT 3 / 3 / +w MAX. UNIT 3 3 a D �� MAX. UNIT 3 3 3 3 I3 HEIGHT �w HEIGHT / 3 / ' s HEIGHT C73 F s s W HEIGHT 3 a a 6 m PER TABLES 1 &2 PER TABLES 1 &2 / / i PER TABLES 1 & 2 / / / o PER I �Fw y 1 TABLES 1 &2 PocKE / / w w— POGKET I J� / / I POCKET / POCKET I N J J 1-PANELS 2-PANEL 3-PANEL CONFIGURATIONS F 4-PANEL CONFIGURATIONS F J CONFIGURATIONS CONFIGURATIONS 4 4 MAX. UNIT WIDTH MAX. UNIT WIDTH — MAX. UNIT WIDTH NOM. PANEL WIDTH E NOM. PANEL WIDTH NOM. PANEL WIDTH E 1 &2 PER TABLES 1 &2 ° PER TABLES 1 &2 --_— —^ ®1 PER TABLES�— ' A _,J D `I G 3 B e e 3 �� 3 3 MAX. UNIT H XI t SEE MAX. UNIT 3 3 s �� MAX. UNIT 3 I 3 3 3 3 6 �9 HEIGHT / S o / NOTE HEIGHT 3 3 3 a 1 I t c / m pER " 2 7Hr Ih HEIGHT 3 3 3 3 / w m SHEET, PER TABLES 1 &2 i �g TABLES PER TABLES 1 &2 1 &2 = POCKET J J♦ 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS P J CORNER,-6E a 4 4 OUTSIDE CORNER SHOWN,INSIbE CORNERS MIUR MAX. UNIT WIDTH MAX. UNIT WIDTH PRODUCT REVISED as complying with the Florida NOM. PANEL WIDTH 4 NOM. PANEL WIDTH E NDA-No,Building Code 17.0420.08 PER TABLES 1 &2 PER TABLES 1 &2 4 lk 4 —E Expiration Date 04/14/2021 J 3�- 1 3 B �..._ .�._ MAX. UNIT 3 B B B 3 3 6 W MAX. UNIT 3 3 aNM]rl) 3M ami-D a Product Control HEIGHT 3 3 3 s a 1 a / twHEIGHT 3 a 3 w PER TABLES 1 &2g PERTABLES 1POCKS CKET I y 7 J 7-PANEL CONFIGURATIONS F 8-PANEL CONFIGURATIONS 4 4 CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH= NOM. PANEL WIDTH-8-9116" I 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0"=INOPERABLE PANEL NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" ` (pyy LYyy I7/77, LOCATIONS. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN ,p" =POCKET DLO HEIGHT = DOOR HEIGHT- 11-1/16" POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" t E '•`�`� Impact Resistant VINYL SLIDING GLASS DOOR NOA LM = No. 587o5 2)90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. { ) 0 10/05/15 _ Windows &Doors EXAMPLE CONFIGURATIONS �m J ROSOWSKI WE'RE STRONGER'" 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND I0100 N.W. r - "� :t` s v u ; �tr1 25th street o REVIEWED BY THE AUTHORITY HAVING JURISDICTION, Miami,FL 33172 % O STATE OF DETAIL LETTER rer.30sss3s5s0 Fax:305593.6592 a NO CHANGES THIS SHEET. rc 04(05/17 ��'•.F1pRIpA.,• ' \�� 4)FOR NOM. PANEL WIDTH, SEE TABLES 1 &2. PREPARED BY A.LYNN MILLER,P.E. 100 TECHN E•L0 34251VE �° ¢q° '',rrINALlli`�, 5)MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT �— SHEET NUMBER (941)480-IMO S{;D-7650 e NTS t 2 OF 21 z MD-7650A m ° A.LYNN MILLER,P.E. ._ CERT.11FAl1TII #29296 y m v, o K z A P.E-#58705- WRUMOV W�11(�L METAL TYP., SEE ANCHOR DETAIL D1 NOTE 4, SHEET E MIN. OF 3 INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/ RE PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH / 1/4"MAX. REQUIRED OVER 96 / TYP. ANCHOR TYPE, • HEIGHT Is ovER ss^ zz EMBEDMENTAND �94 MAX28^0.C. 91 s EDGE DISTANCE PER zlasHowN zlaoRzlb Q EDGE SUBSTRATE, SEE 71 q o DISTANCE TABLE A, SHEET 1 & 4 56 a NOTE 3, BELOW DAYLIGHT in ININIEKIOR i OPENING 25 _ z7 OR za B o WIDTH a 33 EMBEDMENT q p a - o o Q 31a OR31h 31b SHOWN EDGE DISTANCE/ I 80 I (4)THRU KEEPER @MAX 99 EDGE c� 25 O 26 82 EXTERIOR 3,5"O.C.,SEE SHEET 19 DISTANCE / SEE NOTE 6, 94 I I 25 O 26 SEE NOTE 6, e THIS SHEET `j - 27 O 28 THIS SHEET 1(4°MAX- --►f I / 1 X OR 2X WOOD 1 I SEE NOTE 6, 3 / BUCKSTRIP, SEE I THIS SHEET ANCHOR / NOTE 3, SHEET 1 SEE NOTE 6,TMS SHEET 29 328 Oft 32b 32a SHOWN EMBEDMENT / L_ — _ _ _ _ � #8 X 3(4"SMS REINFORCEMENT SCREW; 7 PLATE AT ` / 1 63 PER STILE, LOCATED AT CENTERLINE AND 6 , TYP, ANCHOR TYPE, EVERY / HORIZONTAL SECTION (XXX SHOWN} 9"& 12" FROM ENDS (FACTORY INSTALLED). EMBEDMENT AND ANCHOR EDGE DISTANCE I STAN E EE PER LOCATION SUBDETAIL C2 DETAIL D2 DETAIL E321 TABLE A, SHEET 1 & DETAIL A2 INTERLOCK INTO MASONRY ` ASTRAGAL NOTE 3, BELOW REQUIRED IF DOOR 2X WOOD BUCKSTRIP OR INTO WOOD 22 HEIGHT IS OVER 96" EMBEDMENT \ FACING fNT. FRAMING, SEE ANCHOR e DAYLIGHT 91 \l 114" MAX. ►I Q NOTE 3, SHEET 1 OPENING� PRODUCT REVISED 1 0 21a OR 21b 21a SHOWN o • EDGE I INTERIOR WIDTH as complying with the Florida DISTANCE 32a OR 32b I Building Code TYP.ANCHOR TYPE, p SEE NOTE 6,rMS SHEET T 32b SHOWN I I NOA-No. 17.0420.08 EMBEDMENT AND ti 23 OR z7 zs R 2s i L—��ft I Expiration Date 04/74/2027 EDGE DISTANCE PER d o 23 3 TYP. ANCHOR TYPE, By SUBSTRATE, SEE 8 �O EMBEDMENT AND Q q Miami-Da roduct Control TABLE A, SHEET 1 & 31a OR 31b q p EDGE DISTANCE I NOTE 3, BELOW 3m SHOWN PER SUBSTRATE, EDGE °C7 d SEE1 &NOTETABLE T d DISTANCE 98 (4)THRU KEEPER @ MAX BELOW EXTERIOR 3.5" SEE SHEET 19 I �ny 21a OR 21b 21 b SHOWN L �+— 114" MAX. - PANEL WIDTH CONCRETE(CMU PER ASTRAGAL MAYBE J EMBEDMENT HORIZONTAL SECTIONXO SHOWN ANCHOR REQUIREMENT INSTALLED IN EITHER NOTES FIXED PANEL CLIP & INTERIOR OR \�tiltlltlrlii ` N 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE s,THISANCHORS, SEE EXTERIOR DIRECTION. �QNY LYAI s SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ,• '��..... �/`2)REFER TO ANCHOR NOTES, SHEET 1. ��•• y F .{gyp 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR FOR ALL LOCKSTILES, ` ASTRAGALS,FIXED Impact Resistant v NO. 58705 ANCHOR QUANTITIES, SEE TABLES 1 &2. srlLEs AND zs zs o P S VINYL SLIDING GLASS DOOR NOA(LM) S 1 D/05115 Windows & Doors 4)CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT ALL HORIZONTAL RAILS wVRE STRONGER'" INSTALLATION, HORIZONTAL X-SECT, Jm' J ROSOWSKI FRAME ANCHOR LOCATIONS. 10fooN.W.251nStrear o =?� c �' 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. Miami,FL33172 :O '• STATE F (U 6)SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS.ALL Tot305,593.6590 Fa :305-593.6592 2 ADDED BEVELED PARTS. zC 04/05/17 % F `•.F<pRtoP FOR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF NTERLOCKS z7 za PREPAREDBY.'A.L)NNMILLER,P.E. ONLY f070TECHNOIOGYbRIVE 777 ®NAILt �� THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N_vElHNOICE, O YOR 4275 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (94t)4W-1600 SGD-7650 � NTS t 3 OF 21 3 ' m s A.LYNN MILLER P.E. CERT.OFAUTH.#29296 ;� ml y o Z MD-7650.0 p z A P.E.#58705 DETAIL E'[ TYP.ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADS APPROVED MULLION, FBG 1X BUCKSTRIP COMPLIANT ALUMINUM/STEEL SUBSTRATE, SEE TABLE A, SHEET STUD, MAY 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. FRAMING, SEE ANCHOR AND EDGE DISTANCE PER _CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3, SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE SUBSTRATE, SEE TABLE A,SHEET �p EDGE EDGE 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 REQUIREMENT DISTANCE f DISTANCE EDGE DISTANCE EMBED- MENT EMBEDMENT EMBEDMENT EMBEDMENT A o J�IJ'l_1/4"MAX. e 1/4"MAX, 1 A" MAX. L— ( 1/4"MAX. 1!4" MAX. 1XOR2XWOOD nJJ,BUCKSTRIP, SEE LJ50 ANCHOR NOTE 3, a NCHOR TYPE, EMBEDMENT AND TYP.RNCHOR TYPE, EMBEDMENT AND SHEET1 NOTES DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE / 7 TABLE A, SHEET 1 &NOTE 3, THIS SHEET TABLE A, SHEET 1 &NOTE 3,THIS SHEET 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. B \ / FOR 2) REFER TO ANCHOR NOTES, SHEET 1. p LOCKSTILES, O p 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & 398 ASTRAGALS, SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 &2. .398 _ FIXED STILES4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED .3981 4 HORIZONTAL AT ALL FRAME ANCHOR LOCATIONS. 2.947 _ ANCHOR PLATE AT RAILS 5)SEE SHEET 20 FOR SCREEN DETAILS, 1 2.370 4.041 EVERY ANCHOR 6)SEE TABLES 1 &2 FOR REINFORCEMENT .793 2.887 1 r4 LOCATION DAYLIGHT REQUIREMENTS. ALL'REINFORCEMENTSARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. OPENING PANEL REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 068 .068 .065 HEIGHT FRAME SEE HEIGHT PRODUCT REVISED #$X 3/4"SMS HEIGHT NOTE 6, DLO WIDTH =NOM. PANEL WIDTH -8-9/16" SILL RISER SILL RISER as complying with the Florida REINFORCEMENT THIS SHEET a36 45b Building Code SCREW; 3 PER DLO HEIGHT= DOOR HEIGHT-11-1116" (SILL RISER 44b3-1/2"TOTAL {4-1/16"TOTAL (4-5/8"TOTAL NOA-No. 17-0420.08 RAIL, LOCATED EXTERIOR PANEL HEIGHT = DOOR HEIGHT - 2-1/2" SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) Expiration Date 04/14/2021 AT CENTERLINE zs <� By =/ AND 9" FROM 82 .- . .390—►'1 �- Miami- ade Product Control s1 ENDS (FACTORY p ( SILL RISER VARIES WITH 390 OR sz REQUIRED POSITIVE DESIGN INSTALLED) _ 25 OR 2s PRESSURE, SEE SHEETS 7&8. 390 2 370 2.947 1/4" MAX. [I y 33 �++ 793 3.464 4.041 EXTERIOR 11 #42aSHOWN 823 T 2.$$7 GROUTAS 9 Ili a2a #43a-45a,43b-45b ' 1.917 111�� NEEDED, SEE 13 50 ALSO APPLY ANCHOR NOTE 060 .060 .060 j �] 2 12 ' 2-1/2" =TOTAL 060 ► h 5, SHEET 1 s U 9 1/4" MAX. 8 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ➢ 4 a3a aaa a5a ONY LYNy (2-1/2"TOTAL (3-1/2"TOTAL (4-1/16' TOTAL (4-5/8' TOTAL • ..•..••.°, Z i ° c SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) Pa +ceNSS •,!`� EMBED- EMBEDMENT EDGE No. 58705 E MBE _DISTANCE oImpact Resistant F VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 A *= MENTWindows & Doors EDGE WE'RE STRONGER-TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, , INSTALLATION, VERTICAL X-SECT. @� J ROSOWSKI ?� '•, F � :: 10100 NW.251h Street § DISTANCE EMBEDMENT AND 2X WOOD BUCK TRIP OR EMBEDMENT AND Miami,FL33172 �'•. SETA E OF ( " EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE Tek305593.6590 Fsx305,593,6592 z ADDED SQUARE RISERS. ro 04/05/17 %�s LORtDP.. '�®� CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, PREPARED BY.•A LYNN MILLER,P.E. PER ANCHOR DETAI L F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 rECHNOLOGYDRIVE p o ®I U I l REQUIREMENT Y SHEET 1 &NOTE 3, SHEET 1 &NOTE 3, N.VENICE,FL 34Z75 INTO MASONRY THIS SHEET INTO WOOD THIS SHEET CERT.OFAUTH61f29296 y SGD-7650 ' NTS y 4 OF 21 a MD-7650.0 �°Z° A A LYP.E.#58705R,P.E. pa��r� 71 Q aINTERIOR _ 35 - INTERIOR 25 OR 26 71 19 KEEPER ld 25 2 69 98 @MAX 3.5"O.C., OR 26 37 96 MAX 18.5"O.C. INTERIOR 33 SEE SHEET 19 INTERIOR oQ DETAIL H2 36 o o p 19 C EXTERIOR OUTSIDE CORNER 98 (4)THRU KEEPER @ MAX I°IJJI� � �3.5"O.C.,SEE SHEET 19 El 2Q❑� 14=2i49 D o 90° 33 4 i INTERIOR 69 39 ❑ 25 OR 26 MAX 18.5'O.C. � �O,Q o 25 OR 26 EXTERIOR O� EXTERIOR 41 1350 90° DETAIL G1 \ � DETAIL H1 MAX 1a,5"O.0 . 135° INSIDE CORNER O INSIDE CORNER 40 O EXTERIOR INTERIOR q1 / (4)THRU KEEPER 69 EXTERIOR MAX 3.5"O.C. Z/8@MAX SEE SHEET 19 19 O \R 2 PRODUCT REVISED O o P�—lrl0 as complying with the Florida o —1JL oN Building Code NOA-No. 17-0420.08 OO 4 Expiration Date04/74/2021 135° =j INTERIOR ByMiam D Product Control P +TF� � OP o� 2 a oar NOTES q o 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR OR 26 a QUANTITIES,SEE TABLES 1 &2. z5 ' 38 38 0 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ON',�YNN DEPENDING ON CONFI 35GURATION. �� •' LtCENSF !Ll��r MAX 18.5"O.C. 96 No. 58705 ,9 69 OImpact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 (4)THRU KEEPER @ MAX EXTERIOR Windows & Doors A 35'O.C.,SEE SHEET 19 98 DETAIL G2 WE'RE STRONGER'" o CORNER ASTRAGAL HORIZ. X-SECT, om J ROSOWSKI 'p v� ` ij l 10100N.W.251h Sheet ®�'. _STA7EOF (U\ Miami,FL 33172 > 'mB OUTSIDE CORNER Tel:305593.6590 Far.305,593.6592 a NO CHANGES THIS SHEET. ao 04/05/17 PREPARED BY..A.LYNNMILLER,P.E. 1070 TECHNOLOGYDRIVE rc �0 7j//1IIItltit N. VENICE,FL 34275 (94iJ 480-1fi00 m v 3 d m o A.LYNN MILLER,P.E. CERT.OFAUTH#29296 H SGD-7650 ,� NTS h 50F 21 �z MD-7650.0 �z A P.E.458705 — DETAIL 11 DETAIL 12 OPTIONAL NON- Elo INTO MASONRY INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR--° 21a OR 21b EDGE PERANCHOR 21a SHOWN INTERIOR POCKET N RIOR TYP. ANCHORDEDGE D EMBEDMENT DISTANCE REQUIREMENT JAMB as 22 91 2s R 27 AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE, SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET 30 q o SHEET 1 & NOTE 3, BELOW FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE - 10 OPT. POSSIBILITY OF WATER 21 d o e ANCHOR INFILTRATION. �11/4- 18 MAX, EMBEDMENT 31'b SOHOWN q 17 OPT. 7 OPT. POCKET BY OTHERS, SEE y NOTE 6 BELOW. i o D EMBED- EXTERIOR1/4 " MAX. q FOR DOOR HEIGHTS OVER 96" MENT OPT. 21.9" o ANCHOR 31a oR 31b10 97 MAX, CONCRETE/CMU 31b s 1owN a a 30 q O.C. TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR EDGE —PERANCHOR SEE FIG I, AND EDGE DISTANCE PER DISTANCE REQUIREMENT THIS SHEET 28 R z7 SUBSTRATE, SEE TABLE A, SHEET 1 d &NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 2z s, 21 TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., SEE ANCHOR NOTE AND EDGE DISTANCE PER 4, SHEET 1;ANCHOR LENGTH TO SUBSTRATE, SEE TABLE A, SHEET 1 BE A MIN. OF 3 THREADS BEYOND &NOTE 3, BELO EDGE ZX WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE �- FRAMING, SEE ANCHOR as complying with the Florida EDGE I DISTANCE NOTE 3, SHEET 1 BuiNOlding Code 17-0420.08 DISTANCE OPT. ANCHOR ' OPT.ANCHOR DETAIL 13 Expiration Date04/14/2021 NTO METAL EMBEDMENT By ,c -- ,7 OPT. 17 OPT. Miami Product Control EMBEDMENT /4" ado DETAIL 14 1 q o wTa wood 1/4"MAX. q o MAX. p EXTERIOR 31a OR 31b Lfq 10 31aSHOWN SEE FIG 1, d SEE FIG 1, THIS SHEET 30 THIS SHEET 28 R 27 EXTERIOR ID `11111111f/I1 EXTERIOR POCKET \��`�a1vY LYNyM�'% l EXTERIOR POCKET 24 .'' Impact Resistant F VINYL SLIDING GLASS DOOR NOA (LM) 2 10/05/15 = No. 58705 NOTES - Windows & Doors 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. WERE STRONGER- o P-HOOK EXAMPLES, HORIZ.XSECT. om J ROSOWSKI i 1 f REFER TO ANCHOR NOTES, SHEET 1. 6fao N.w.25a streer :' �C1; 2 Miami,FL 33172 ® S TE O 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. rat 305.593.6590 Fa 305593.6592 a ADDED BEVELED PARTS. rc� 04/05/17 % 'c F > 4) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. <oRtoP. PREPARED BY.-A LYNN MILLER,P.E. m' >m 'iSS O 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070TECHNOLOGYORIVE zq f NA�1111 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (sa1)as01600 m m 3 0 A.LVNN PEMILLER,P.E- CERT.OFAU7N.#29296 SGD-7650 8 NTS 1 6OF21 �z MD-7650.0 �z A P.E.#5a7oe N TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all apprmed configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, Glass Types 1, 1A, 3 or 3A Sol. 84° 96" /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16" DLO Height 72-15/16" DLO Height 84-15/i6" DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group EA nchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std. Interlock Reinforcement#27 A B C D A B C D B C D %CONSIDERED, SEE TABLE B1, THIS SHEET. 19-1J8" Design Pressure +60/-60 psf +601-60 psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS 24" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3 C3+1 C3+1 C3+1 C3+1 C3+ +1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 5 1 5 1 5 5 5 6 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 8 S 8 TOTAL#OF ANCHORS THROUGH THE JAMB, Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 1 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60 psf +60/-60 psf - +60/-60 psf 75 31-1/8 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 a 36" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 E P-hook 7 7 7 7 7 7 7 j 7 —8-1 8 I a I 8 c Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf z 37-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 TABLE B1; Width Wafer-Limited P-hook 7 7 7 7 7 7 7 7 6 8 8 B FIG 1: ( )Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60psf 43 1/8" Sill Riser Nom. Sill Max. (+)DP Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 03+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48" DLO Height Allowed f-- DOOR ASSEMBLIES Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 2 INSTALLED WHERE THE PRODUCT REVISED None 1-11/16" See Note 2 2: P-hook 7 7 7 7 7 7 7 7 8 8 8 8 42a 2-1/2" +38.7 psf OVERHANG (OH)LENGTH IS as complying with the Florida EQUAL TO OR GREATER THAN Building code 43a, 43b 3-1/2" +60.0 psf p THE OVERHANG HEIGHT IS Noa-No. 17-0420.08 USED IN EXAMPLE ON SHEET 9 44a, 4415 4-1116" +60,0 psf EXEMPTED FROM WATER Expiration Date 04/14/2021 45a, 45b 4-5/8" +60.0 psf INFILTRATION RESISTANCE. By _ Miami-D a Product Control DLO WIDTH =NOM. PANEL WIDTH-8-9/16" DLO HEIGHT =DOOR HEIGHT- 11-1/16" PANEL HEIGHT=DOOR HEIGHT-2-1/2" \ SOW LYNIV , TABLE NOTES: Impact Resistant A VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = '� No. 58705 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 Windgws & Doors AND TABLE 131 DETERMINES THE WATER LIMITED (+)DP. WE'RESTRONGER" s " ; 10100N.W.2smsoreer DP&ANCHOR QUANTITY TABLE °m J ROSOWSKI 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL ° �p ISTITIA/6L.. ��;Miami,FL 33172 . RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE t MAY BE USED. Tek305.593.650 Fa ,305.50.6592 a ADDED BEVELED PARTS. 2 04/05/17 '�Cc ` •FLORioa.. ' ��A: 3)SEE SILL RISER TYPES ON SHEET 4. 4)SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. PREPARED BY..A.LYNNMILLER,P.E. ' SS/ G\` 5) REFER TO ANCHOR NOTES, SHEET 1, 1070 ECHN L°�DR1VE a aS 'i,iOAIALN. E 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING (841)480-1600 SGD-7650 h NTS 7 OF 21 c i MD-7650,0 g A A,trN v MitiER,RECERT.OFAUTH.#29296 P-E# LLER TABLE 2: Design Pressure (DP)and Anchor Quantities Required, (for all appro,,ed configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, Glass Types 2 or 4 801, 84° 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16" DLO Height 72-15/16" DLO Height 84-15116" DLO Height 96-15116" DLO Height 108-15/16" DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE , T THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2 THIS SHEET. HD Interlock Reinforcement#28 A B C D A B C D A B C D A B C D A B C D Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65psf +60/-65 psf Co STERED AT PANF ANCHORS EL MEETING POINTUGH THE HEAD & SAND 1 ANCHOR REQUIRED ORS 19-1/8 Head/Sill C3+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 L+1C3+1 C3+1 C3+1MIDSPAN OF PANEL). 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 i0 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/400psf +100/-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25-118 HeadlSill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 I C3+1 I C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 C3+1 30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100 psf +100/-100 psf +100/400 psf +60/-65 psf +60/-65 psf FIG 1: 31-118" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 1 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 36" DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf INSTALLED WHERE THE 37-1/8 Head/Sill 05+2 C3+2 C5+2 C3+1 05+2 C5+2 C5+2 C3+1 CS+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 = OVERHANG (OH) LENGTH IS a 42" DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 fi = EQUAL TO OR GREATER THAN Width p-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 O THE OVERHANG HEIGHT IS c EXEMPTED FROM WATER ZDesign Pressure +100/-100psf +100/-100psf +92/-92psf* +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-1/8' Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width TABLE B2: PRODUCT REVISED P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 as complying with the Florida Design Pressure +80/-80psf +80/-80psf +60/-80psf +60/65psf +54.1/-58.7psf Water-Limited Building Code 49-1/8° Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure Noa-No. 17.0420.08 54" DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Nom. Sill Max. (+)DP Expiration Date 04/14/2027 Width Sill Riser Height Allowed B _ P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 9 y uc—� Design Pressure +80/-80psf +80/-80psf +80/-80psf +59.1/-64psf +49.6/-53.7psf None 1-11/16" See Note 2 Miami-Da product contra 55-1/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42a 2-1/2" +38.7 psf 60" DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 43a, 43b 3-1/2" +60.0 psf Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 19 10 10 10 10 44a, 44b 4-1/16" +80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B, C&D. 45a,45b 4-5/8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH -8-9/16" DLO HEIGHT=DOOR HEIGHT- 11-1116" "t t t l l 1111 irri PANEL HEIGHT = DOOR HEIGHT-2-1/2" \.` roV LY/VA, i TABLE NOTES: % Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 = * f No. 5870,5 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 Windows & Doors _ d AND TABLE B2 DETERMINES THE WATER LIMITED (+)DP. WE'RE srnoNGen- DP &ANCHOR QUANTITY TABLE m J ROSOWSKI f0f00 N.W.2Slh straef •'�-'4�f { �� 2 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL , % O ST.91rE ) �, Miami,FL 33172 , ,(a j4 RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. zec305.593.6590 Fac305593.6592 a ADDED BEVELED PARTS. rc 04/05/17 �S •.F(ORIDP.. 3) SEE SILL RISER TYPES ON SHEET 4. PREPARED BY..A.LYNNMILLER,P.E. , gs s • �G 4)SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070TECHNOLOGYDRIVE rc zo ®NAL tE 5)REFER TO ANCHOR NOTES, SHEET 1. N.vENIcE FL 39275 111 5� (941)480-1600 = SGD-7650 'e NTS c B OF 21 p z°� MD-7650.( ^ A A.LYNN MILLER,P.E. 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING CERT.OFAU7N.#29296 y P.E.#58705 EXAMPLE. INTERIOR _CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION- PXXX, FRAME JAMB REQUIRED HEAD SPLICE OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET, 48"X 84" NOM. PANELS, @INTERIOR POCKETS 6^ CENTERLINE CENTERLINE CENTERLINE LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OFPANEL2 OF PANEL PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF jj POCKET BY OTHERS,SEE NOTE 6, SHEET 6 „+2" 25-3/8"MAX. — 6•, ANCHORAGE, "+2"ANCHORAGE, "+2"ANCHORAGE, MAX. 6"MAX, SHEET 12 SHEET 12 SHEET 12 "C3"CLUSTER, "C3"CLUSTER, EXTERIOR SHEETI2 SHEETI2 END ANCHORAGE SEE POCKET JAMB (MIN. 1 ANCHOR) IG SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS EXTERIOR OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS PXXX (3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ^ l ALIGNMENT ALIGN THE HEAD OR SILL IF A `Lj' SPLICE OCCURS WITHIN A POCKET. INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL SILL SPLICE OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6" CENTERLINE CENTERLINE CENTERLINE MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 POCKET BY EXTERIOR INTERIOR OTHERS,SEE NOTE 6, 0 0 0 0 0 o a a SHEET 6 25-3/8"MAX. B" "+2"ANCHORAGE, "+2"ANCHORAGE, MAX. ANCHORAGE, SHEET 11 SHEET 11 SHEET 11 "C3"CLUSTER, "C3"CLUSTER, EXTERIOR SHEET 11 SHEET 11 END ANCHORAGE 12"MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN.1 ANCHOR) MAX. REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS O-C- INTERIOR POCKETS SHEET6 PXXX (3-TRACK) PRODUCT REVISED 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 &2 / as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.2/-58.6 AT A NOM. PANEL SIZE OF 48"X 84". FROM TABLE 1, SHEET 7, THE NOA-No. 17-0420.08 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT- DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/14/2021 PRESSURE REQUIREMENTS. TO BE 25-318"O.C.OR LESS By miani Produces FOR WOOD INSTALLATION USING ANY Head/Sill 1 2 ANCHOR IN GROUP A(SEE TABLE A), TABLE Jamb I5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 H5E=—I 2)ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 1 CENTERLINE OF END PANEL 6"MAX. I s"MAx HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE"C3" CLUSTER ANCHORS AT. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE TO AID IN ALIGNMENT MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS 00 LYN/V,1/ ANCHORAGE AN THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE"+2 ANCHORS AT THE �� .• LIc£NSF'•.!` .; DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT, olmpaCt Resistant VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 No. 58705 = Windows & Doors FOR PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL 7p - A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. WE'RESTRONGER- STRAIGHT DOOR EXAMPLE ' 3 ROSOWSKI -1 I ddfiF ° f0100 N.W.ZM Street °m =�0 sr l (;I ; ��: LOCATIONS OF CROSS-SECTION DRAWINGS. Miami,FL 33172 TE OF B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN Tel 305593.6590 Far.305593.6692 a NO CHANGES THIS SHEET. so 04/05/17 ' ��'•-�LORIpP,. C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: PREPARED BY..ALYNNMILLER,P.E. me `S7Q NAL. L �N D)SHEETS 4& 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD &SILL: SHEET 4 1070TECHNOLOGYDRIVE rc zo Ilifilk I\`\` E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 N. M41)4, -13A275 fENI CE,FL 34 • ° A.LYNN MILLER,P.E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 cERr.oFaurtl.azs2ss SGD-7650 y NTS y 9 OF 21 o i MR 7650.0 c g A P.E.#58705 1-1/16"NOM. 3/16" HS GLASS 16"NOM. 16"NOM. 3/167/HS GLLASS—® 3116"IHS GLASS ` 3/16', 9 S HS GLASS—® 3/16"ANN GLASS TPAINTED/ .090" PVB .090" PVB .090 SG 7t16"AIR SPACE 3/16"ANN GLASS PAINTED/ 3/16"HS GLASS PAINTED/ 3/16"HS GLASS 3/16"T GLASS PAINTED/ LAMINATED /LAMINATED LAMINATED 82 OR 83 ATED 90 OR 81 SURFACE ao OR 81 / SURFACE OR a1 — — SURFACE / SURFACE EXTERIOR - - - � EXTERIOR - - \ � EXTERIOR I a EXTERIOR PRODUCT IS"EXTERIOR- \ PRODUCT IS"EXTERIOR- \ r PRODUCT IS"EXTERIOR- \ PRODUCT IS"EXTERIOR- \ GLAZED"IF#80-81 IS I 7/8"NOM. GLAZED"IF#80-81 IS 7/8"NOM. GLAZED"IF#80-81 IS 1I�f 7/8" NOM, GLAZED"IF#82-83 IS 7/8"NOM. TOWARDS THE EXTERIOR. D GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. LJ GLASS TOWARDS THE EXTERIOR. D GLASS BITE BITE BITE BITE a INTERIOR INTERIOR �� 79 GLAZED"IF INTERIOR IS a INTERIOR .U/ � a INTERIOR PRODUCT IS"INTERIOR- PRODUCT IS"INTERIOR- PRODUCT IS"INTERIOR- PRODUCT IS"INTERIOR- GLAZED"IF#80-81 IS 79 GLAZED IF#80 81 IS 79 GLAZED"IF#82-83 IS 17 79 TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 85 85 g5 86 SEE NOTE 2, SEE NOTE 2, SEE NOTE 2, SEE NOTE 21 THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"= HEAT STRENGTHENED "T" =TEMPERED SILICONE STRUCTURAL HOT-MELT BUTYL 1-116"NOM 1-1/16"NOM. "PVB" = .090"TROSIFOLD PVB INTERLAYER SILICONE 3/16"HIS GLASS 3/16"HS GLASS— BY KURARAY AMERICA, INC. STRUCTURAL FOAM 3/16"NOM. POLYISOBUTYLENE V4"NOM. .090" PV€3 - ,094"SG "SG"_ .090" SENTRYGLAS® INTERLAYER WITH 3/16"HS GLASS 75 76 3/16" HS GLASS 75 76 BY KURARAY AMERICA, INC. WITH DESICCANT DESICCANT 1 EXT.GLASS EXT.GLASS 7/16"AIR SPACE 77 7a 7116"AIR SPACE 77 78 PRODUCT REVISED 3l16"T GLASS 3/16"T GLASS as complying with the Florida PAINTED/ PAINTED/ Building Code a2 oR as LAMINATED 82 OR 83 LAMINATED NOA-No. 17.0420.08 SURFACE SURFACE Expiration Date 04/14/2021 INT.GLASS INT.GLASS <�] EXTERIOR a EXTERIOR PRODUCT IS"EXTERIOR- \ PRODUCT IS"EXTERIOR- I \ By '.. GLAZED"IF#82.83 13 718"NOM, GLAZED"IF#82-83 IS 7/8"NOM. Miami-D J Product Control 75 KODISPACE - 76 SUPER GLASS TOWARDS THE EXTERIOR. In GLASS TOWARDS THE EXTERIOR. D +� 4SG TPS SPACERCNXTT" BITE BITE INTERIOR �� a INTERIOR ALUMINUM PRODUCT IS"INTERIOR- PRODUCT IS"INTERIOR- REINFORCEMENT pOLYISO- F NT FILL AREA GLAZED"IF#82-831S 79 GLAZED"IF#82-83 IS 79 BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 5/16"NOM. 5/16"NOM.— SEAL e6 sa LICONE SEAL SEE NOTE 21 SEE NOTE 21 DESICCANT ROLL-FORMED THIS SHEET THIS SHEET \��`� ®1`1Y LYN�7y FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 ti ��'�,'.••.,cE..... .kQ� EXT.GLASS NOTES:EXT. GLASS 1) BACKBEDDING SURFACES SHALL No. 58705 NOT BE PAINTED OR LAMINATED. Impact Resistant VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 Windows & Doors ° :• j' 2) PRODUCT MAY BE EITHER o WE'RE STRONGER- m GLAZING DETAILS h m J ROSOWSKI = p '•, � )fit� 4c, ir INT.GLASS ° ° ,(� ST E OF . GLASS 10100 N.W.25th Sheet INTERIOR OR EXTERIOR GLAZED, Miami,FL 33172 d{ORCDP 77 DURASEAL� R PROVIDED THAT THE "HS"SURFACE Tel.305.593.6590 Fax.305.593.6592 NO CHANGES THIS SHEET. �8 04/05/17 8 XL EDGE TM OF A LAMINATED GLAZING UNIT IS '77�ORlAt_ EN`` SPACER SPACER PREPAREDBY.•A.LYNNMILLER,RE > m ///llltt It _ ADHERED TO THE GLAZING LEG. 1070 rEcrtNotocrowvE � a8 N. VENICE,FL 34275 t941/430-1600 t SGD-7650 8 NTS t 10 OF 21 z° MD-7650.0 m i A A.LVNN MILLER'P.E. CERT.OFAUTH.#29296 h y y iO a P.E.#58705 SILL CLUSTER ANCHORS LAYOUT: SILL "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK— INTERLOCK, PANEL CENTERLINE CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4" F F ° ! ; o_ EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"C3" Til 2-TRACK CLUSTER"C5" IU7 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINEt4 CENTERLINE 4 CENTERUNE CENTERLINE 4" 4" o o ° 0 0 Jr 7-- 1 E;; I EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR —� 3.22" 75 3-TRACK CLUSTER"C3' 3-TRACK CLUSTER"C5" I/ 3-TRACK INTERMEDIATE IU7 3-TRACK INTERMEDIATE 7U7 &TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+t"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE - CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" 0 0 0 ° ° ° p 0 0 p o 0 EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXT�E�IRyIOR EXT�EERIIOR 3.22" 15 4-TRACKCLUSTER v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE " 4-TRACK INTERMEDIATE 'CT'ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS "+i"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE S .375 2)TRACK IS 2.375" 2.375" 2) TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT REVISED mlgih the Florida Head/Sill Building Code ��\ ,Q. NILIYII G LEI YIN rN SI F/r 1 � Jamb 5 NOA-No. 17-0420.08 � .' 1•.��//�/ i�i FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 7 Expiration Date 0 4/1 412 0 2 1 Q.• '�� CLUSTER ANCHOR LOCATIONS: NO 5$]05 '. Impact Resistant m VINYL SLIDING GLASS DOOR NOA (L78-� J 10/05/15 By ``��"" y = p^R z- (J Windows & Doors Mi mi- aProduct ControliWERE STRONGER'" ANCHOR LOCATIONS A SOWSKIO srArEw1G100NW-25&Street is ,[� F Miami,FL 33172 mS il` -'• -LORIDP, Tel:305.593.61 Fax:305,593.6592 � NO CHANGES THIS SHEET. m� 04/05/17 '�sS N� •` Head/Sill C3 1 PREPAREDBY.-A.LYNNMILLER,P.E. m 22i//® IIII 1070 TECHNOLOGYDRIVE 12 Jamb 5 N.VENICE,FL$4275 P-hook 7 (941)460-1600 mSGD-7650 a NTS 11 OF21 2 MD-7650.0 az' A A.LY .E,#58NN ER,P.E. CERT.OFAUTH.#29296 y y m. P.E#58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK 4° PANEL CENTERLINE 4" CENTERLINE 4' CENTERLINE 4 CENTERLINES CENTERLINE — EXTERIOR 3.22^ EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22 EXTERIOR 3.22° Tul 2-TRACK CLUSTER"CF 75 2-TRACK CLUSTER"C5" 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE IJI 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK-7INTERLOCK-7 NTERLOCK PANEL PANEL CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4�� 4.75" 4" EXTERIOR �'-I 3.22" EXTERIOR --�' 3.22" EXTERIOR EXT�EER 0 EXf�IE�Ry10R DIATE 3-TCK INTERMEDIATE 3-TRACK CLUSTER"CY 3-TRACK CLUSTER"C5" � 3+t ANCHOREOCATION v "+2"ANCHOR LOCATIONS v "+3"ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK--� INTERLOCK----- 4„ CENTERLINE CENTERLINE CENTERLINE 4 CENTERLINE 4 CENTERLINE -- iz EXT�IE�RyIOR 3,22" EXTERIOR -3.22" EXTERIOR EXTER70R - EXTCK INTERMEDIATE 1�1 ERIOR 3.22" CK INTERMEDIATE �/ 4-TRACK CLUSTER v 4-TRACK CLUSTER �t ANCHOR LOCATION ¢T ANCHOR LOCATIONS 1+Z 4 ANCHIOR LOCATIO S}3'f "CYANCHOR LOCATIONS "C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS' NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" �t2.375" FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375" F5" FOR ALL HEADS: PRODUCT REVISED Irruul// Head/Sill 1 Building Codewith the Florida N\\0 O�Y LY�IN/''//,/ ,Jamb 5 NOA-No. 17-0420.08 - FIGURESPERTAINTOTHEFOLLOWINGHEAD P-hook 7 CLUSTER ANCHOR LOCATIONS: Expiration Date 04114/2021 �Im act Resistant No. Sa7o5 = P VINYL SLIDING GLASS DOOR NOA (LM) 2 10/05/15 BY ---- : *- Windows & Doors Miami-D a Product Control WE'RE STRONGER- ANCHOR LOCATIONS Bm J ROSOWSKI :0 ` `'� 10100 N.W.250 Street o ®�'. Sk�E OF " 7y7�� Miami,FL 33172 > TeL•305593.6580 Fex:305.583.6592 NO CHANGES THIS SHEET. rcp 04/05/17 •'-.. ....p ..••'�\`�� NAL �y\` Head/SIII C3 1 PREPARED BY.•A.LYNN MILLER,P.E. � m o /S o Jamb S ID70 TECHNOLOGYDR/VE ¢ K$ P-hook 7 N.VENICE,FL 34275 a u A.LYNN MILLER,P.E. (941)430.1600 SGD-7650 NT5 z 12 OF 21 z' MD-7650.0 z g A CERT.OFAUTH.#29296 h P.EX 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: r 2.375" 4,75" . 7� 7.125" 6„ MAX. Head/Sill C3+1 21.6" 21.6" 21.6" Jamb 5 MAX. MAX. MAX, P-hook 7 O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR OPT. ANCHOR TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX.� MAX. MAX REQUIRED TO MEET MIN. EDGE DISTANCE A 2-TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX' JAMB JAMB JAMB (3)WEEP NOTCHES I (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X .500" PER END @ V X ,500" I SILL SILL SILL EXTERIOR EXTERIOR L:�' EXTERIOR " MAX. (3)TRACK WEEP HOLES � 6 EVERY 24"@ 1,125"X .190"; (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24" @ 1.125"X .190"; — TRACK WEEP HOLES TO AID IN 24" @ 1.375"X .500" (1)WEEP NOTCH EVERY EVERY 24" @ X .19 ALIGNMENT 24" @ 1.375"X.500" (1)WEEP NOOTCHTCH EVERY 24" @ 1.375"X.500" NOTES: 1)SEE TABLES 1 &2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida Building Code LYNN FIGURES PERTAIN TO THE FOLLOWNG POCKET JAMB NOA-NO. 1TO4ZO.OH \� �Q (P-HOOK)ANCHOR LOCATIONS: Expiration Date 04/14/2021 Impact Resistant VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 By No. 58705 w ®Windows & Doors mlaffli-DAlle Product Control Y U WE'RE STRONGER'" � ANCHOR LOCATIONS C J ROSOWSKI 0 0 10100 N.w.25m Stmar �� a Miami,FL 33172 > >m d STATE Op Tel 305,593.6590 Fa 305.593.6592 NO CHANGES THIS SHEET. 04/05/17 ,•oLOR(pp Head/Sill C3+1 PREPARED BY.-A.LYNNMILLER,P.E. > m /oNAL ��*,\ Jamb 5 1070 TECHNOLOGYDRIVE ¢ /I illl l l i t l i \ JambP-hoo 7 N.VENICE,FL 34275 (941)480-1600 SGD-7650 8 NTS 13 OF 21 �g MD-7650.0 z° A A.LYNN MILLER,RE. CERT.OFAUTH.#29296 y rn w K P.E.#58705 O C HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 90° CORNER CLUSTER ANCHORS LAYOUT- PER TO THE FOLLOWING G 90� RNER SILL ANCHOR LOCATIONS' 1A90° 4„ 4" 4„ 4" b 4j1 411 4,1 4�, o ° ° ° ° Head/Sill C 1 3.22" Jamb 5 3.22 EXTERIOR EXTERIOR P-hook 7 2-TRACK 90`CORNER 2-TRACK 90"CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 2-TRACK 90°CORNER EXTERIOR 2-TRACK 90"CORNER EXTERIOR (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5' IS SPECIFIED) "C4"ANCHOR LOCATIONS L "06"ANCHOR LOCATIONS n (USE WHERE"C3"IS SPECIFIED) �/ (USE WHERE"C5"IS SPECIFIED) A Fi R � 0 4„ PRODUCT REVISED 64'" ° I 4 as complying with the Florida 4" Building Code i NOA-No. 17-0420.08 Expiration Date 04/14/2021 4", 4„ 4„ ° 4" o a By Miami- aF Product Control 7-�7 EXTERIOR 3.22 EXTERIOR 3.22 3.22" 3-TRACK 90°CORNER T 3-TRACK 90°CORNER n 3-TRACK 90'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR "C4"ANCHOR LOCATIONS v "CT'ANCHOR LOCATIONS V "C4"ANCHOR LOCATIONS F 0/y "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE°C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4, 4„ 4„ ` oNY LYNA/ 4„ \ VtCENgF'•��`� 4" M No- 58705 ! 4„ ° ° — 4„ ° ,T Va It 1, a w Q�•.• STATE OF• ((7\ �i� •.'40RIOP' N � EXTERIOR 3.22 EXTERIOR EXTERIOR 4 3 22 EXTERIOR 70NAL E�\ S 4-TRACK 90'CORNER 4-TRACK 90°CORNER 4-TRACK 90°CORNER 4-TRACK 90°CORNER "C4"ANCHOR LOCATIONS FFJ17 "C6"ANCHOR LOCATIONS ID 'C4"ANCHOR LOCATIONS 15 "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"CY IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) A.LYNN MILLER,P.E. p.E.#58705 NOTES: FIGURES PERTAIN TO THE FOLLOWING 90'CORNER 1 ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS ) �InapaCt Resistant VINYL SLIDING GLASS DOOR NOA(LM) a! 10/05/15 Windows & Doors 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE WPHESTRGNGER" 90 SIMILAR FOR OUTSIDE SHOWN AND INSIDE CORNER CONFIGURATIONS. o ANCHOR LOCATIONS D pm J ROSOWSKf (SHOWN) 10f00 N.W.25th Street HeadlSlli C3 1 Miami,A33172 m� Jamb 5 o:$ 04l05/17 3)TRACK-TO-TRACK To/ 305.593.6590 Fox:305.593.6592 a NO CHANGES THIS SHEET. P-hook 7 - DISTANCE IS 2.375" 2.375" 2.375" PREPARED BY.:A.LYNN MILER,P.E. , mg FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE S N.VENICE,FL 34275 CERT.OFA80-16029296 y SGD-7650 y NTS 1114 OF 21 Az MD-7650.0 a z A HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLIPS 1 ER ANCHORS LAYOUT:VT. FIGURES PERTAIN TO THE FOLLOWING 135'CORNER SILL ANCHOR LOCATIONS: 135° 4" 4 4„ 4" o ° 4" q��¢° ° Head/Sill 1 XTERIOR EXTERIOR IpL¢ IIFFLL�� Jamb 5 3.22" �I-l/ 4„ i.—�,. EXTERIOR 4„ EXTERIOR P-hwk 7 2-TRACK 135'CORNER 2-TRACK 135'CORNER v`- 2-TRACK 135'CORNER 2-TRACK 135'CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CT IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) >NI 4„ 4" 4„ "� ° �4„ PRODUCT REVISED 4„ ° ° as complyingwith the Florida Building Code NOA-No. 17-0420.08 o ° 4- ° o ° ° ° Expiration Date 04/14/2021 EXTERIOR EXTERIOR EXTERIOR / EXTERIOR By - —4 3.22" / — 3 22" Miami-D Product Control 3-TRACK 135`CORNER 3-TRACK 135'CORNER 3-TRACK 135"CORNER 3-TRACK 135°CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE'CT'IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) - (USE WHERE"C3"15 SPECIFIED) - (USE WHERE"C5"IS SPECIFIED) 4" 4" 4 4" �Q�1Y LYI IV ° No. 58705 =_ -- 4 ° ° o 0 4 EXTERIOR EXTERIOR EXTERIOR EXTERIOR ��T STATE OF : ✓L, "C4"ANCHOR LOCATIONS "C-TANCHOR LOCK 135' CATIONS TIONS NER 4-TRACK 135°CORNER 4-TRACK 135'CORNER v �/7�ONAL (USE WHERE"CY IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "CW ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS /11 I I 1111 (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 135°CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �Im act Resistant o HEAD ANCHOR LOCATIONS: P VINYL SLIDING GLASS DOOR NOA(LM) ! 10/05/15 135° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE W In IFIEsm N& Doors SIMILAR FOR OUTSIDE (SHOWN)AND INSIDE CORNER CONFIGURATIONS. 10100MW.251h56aet GI ANCHOR LOCATIONS E J ROSOWSKI 0 Head/Sill I C3 1 Miami,FL 33172 > > Jamb 1 5 3)TRACK-TO-TRACK TeI.305.593.6590 Fac305593.6592 2 NO CHANGES THIS SHEET. rco 04/05/17 P-hook 7 DISTANCE IS2.375" M2 2.375" PREPARED BY.A.LYNN MILLER P.E. > >� FOR ALL HEADS AND SILLS: 1070TECHNOLOGYDR1VE �S N.VENICI;,FL 34275 CERT.OFAUTFL fY19295 ySGD-7650y NTS I 15OF21 9z MD-7650.0 az' A HEAD SPLICE ANCHORS LAYOUT I � INTERLOCK GIlLOVF\ ® \ ASTRAGAL:I\f1VliL SILL SPLICE ANCHORS IV 1J LAYOUT � INTERLOCK r-rL®CI\ OR ASTRAGAL:I\I (3A FIGURES PERTAIN TOTHE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: SPLICE SPLICE LOCATION 4" SPLICE LOCATION SPLICE LOCATION 4" 4 LOCATION 4" D o 0 0 o 0 o O O EXTERIOR 3 22" EXTERIOR 3.22" EXTERIOR EXTERIOR Head/Sill C3'1 �J Jamb 5 2-TRACK SPLICE 2-TRACK SPLICE &TRACK SPLICE 2-TRACK SPLICE "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 'C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS P-hnok 1 7 -' (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) (USE WHERE 'CT'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) ( SPLICE SPLICE - LOCATION LOCATION SPLICE SPLICE _ 4.75" 4" LOCATION 4' LOCATION 4„ /Ak o 0 0 0 i o 0 0 0 0 PRODUCT REVISED EXTERIOR 4° EXTERIOR �—3.22° EXTERIOR 3.22" EXTERIOR ¢" as complying with the Florida (-} - Building Code !, v 3-TRACK SPLICE 3-TRACKS g 3-TRACK SPLICE ID "C4"ANCHOR LOCATIONS ANCHOR SPLICE NOA-No, 't7-0420.0$ "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS v � "CIS"ANCHOR LOCATIONS (USE WHERE"03"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (L)SE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) Expiration Date 04/14/2021 By (- SPLICE 4,75" SPLICE Miam-Da roduct Control `. LOCATION LOCATION 4" SPLICE SPLICE LOCATION- LOCATION 4' I O O O O D O — � O O EXTERIOR EXTERIOR \\ II/ 4" 3.22^ EXTERIOR 3.22" EXTERIOR �� /t 4-TRACK SPLICE 3.22" \�\� OTIY.LYy!v,p� 4-TRACK SPLICE 4-TRACKSPLICE 4-TRACK SPLICE �� •�/X �i yyy "C4"ANCHOR LOCATIONS - 'C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS ' LICENSE (USE WHERE"C3"IS SPECIFIED (USE WHERE"C3"IS SPECIFIED) (USE WHERE"05"IS SPECIFIED ••�� '(USE WHERE"CS"IS SPECIFIED) ) . : No, 58705 0 STATE/OF �Q�� NOTES: �C�� '.;c(ORtDP....-•\`1�` i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �i� ,®N AL �`��` I/ILIII it100 '. FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. P.E.#s67os 3) TRACK-TO-TRACK Impact Resistant VINYL SLIDING GLASS DOOR NOM(LM) 2 DISTANCE IS 2375" 2.375" 2.375" WlndOws & DOOrsFOR ALL HEADS AND SILLS; WERE STRONGER^10100N.W.251hStmetANCHOR LOCATIONS F Miami,FL 33172 Tel:305-593.6590 Fax 305.593.6592 z NO CHANGES THIS SHEET-4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED PREPARED BY.A.LYNN MILLER,P.E.Jamb 5BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGYDRNE P-hook 7 N.VENICE,FL 34275 �1t14604" SGD-7650 a NTS 16 OF 21 CER7OFAUTN.#29295 ho PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90° INSIDE 90° OUTSIDE 135° INSIDE 135° DOUBLE ASTRAGAL SINGLE SINGLE INTERLOCK TYPE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER DOUBLE EXTERIOR GLAZED z i LOCKSTILE INTERLOCK �e I SINGLE INTERLOCK (� (®/ [ T V LOCKSTILE ASTRAGAL OUT (BOXOUr) (BOx IN) SINGLE I;--- , INTERLOCK SINGLE INTERLOCK INTERLOCK W IN (BOXOW) (BOX IN) �- FIXED F F F' / F �,y DOUBLE STILE ^N,.� LOCKSTILE �/ w . INTERLOCK (BOxou'r) (Bax)nq LOCKSTILE J i// ASTRAGAL LOCKSTILE r. J W/HANDLE 1k:1 (BOX00) (BOXIN) ASTRAGAL ( { INTERLOCK `^"^^'` INTERLOCK �. BOXOUT (� ILL. peox0m) (SOXCUT) (Boxow) - W ASTRAGAL T '"J I BOX IN (/ V CoOXW) (BOXIN) (60XIM Vl OUT.90° tt � ASTRAGAL T CS DF z RECEIVER ASTRAG T S F RECEIVER OUT.135° V T `V® ' AF Building PRODUCT REVISED - complying with the Florida ASTRAGAL VT RECEIVER Building Code NDA-No. 17-0420.08 INr TRAG T S ' y9 `F AS V Expiration Date 04/14/2021 RECEIVER Mia i- a Product Control LEFT RIGHT PANEL PANEL STILE o o STILE PANEL TYPE "F"SHOWN. PANEL NOTES: i LYN M/ 1)SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE oImpact Resistant VINYL SLIDING GLASS DOOR NOA(LM) o10/05/15 Na. 58705 NOT AVAILABLE. PANEL TYPES Qm J ROSOWSKI -0 . L 4 , Windows& Doors WE'RE STRONGER'" '- 10100 NW.25th Street t�I gg " 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". Miam,FL33172 m� ®�'•. SATE pF (v�� Tei.305593.6590 Fa sot;.593.6592 NO CHANGES THIS SHEET. ao 04/05/17 4) PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED, BOTH PREPARED BY..A.LYNN MILLER,P.E. > 'm g '7 S/� AL TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 070 rECHNOLocVORIVE cq N.VENICE,FL 34275 -- 6 MD-7650. A A LY P.E. CERT.O UlH #29296 SGD-7650y NTS 17 RE.#56705 �5.875 -- � 10.635 4 540 A 25 t.550 291j .061 �1 .762 1.8 1.681 12 PE111 100 o �® I� .062 �► 1.928 FRAME SCREW 301 INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB © 4 TRACK SILL COVER(PVC) ® ANCHOR PLATE O TRACK INSERT 10 EXTENDED POCKET 5.178 - 1.000 252 231 060 2.060 100- _ LI r.062 1.613 080 8.250 8.250 -� 1 A35- ° 100 q T �u 1.983 C ❑ ° ❑� 8 3 o 949 1 ^ � .062 A 060 0 1.681 100 =��0 111 BOTTOM O RAIL 12 OUTER TER SILL 13 SILL TRACK 17 p_HOOK ADAPTOR 18 -HOOK ®3 TRACK SILL COVER O3 3 TRACK HEAD/JAMB 094 125 -• .540 .291 .061 .229 _ 2.975 2,141 10.625 540u 3000 ° ° o 1 5.875 075 -�j 626 .500 9 G ' +2.607 P T 4 1.406 - D a0- O 9� j�• .o6z --11 --.062 1 1 .329El El � 0 11 TE 1❑ 1.813 �0 �0 1.6i81 .100 _j ZD Q Q== ! 1g KEEPER 20 KEEPER 21a BAR GOVERMENT ® $AIRNFORCEMENT 23 FIXED PANEL CLIP REINFORCEMENT O5 4 TRACK HEADNAMB O2 2 TRACK SILL 2 511 -- 2.838-� 1.570 0 1.625 1,595 r+ 1.595 (-r- 309 -2.696 .080 } 3.483 .125 0 2.01 099 .070 .075 4.635 4'279 .100 2.833 2.368 2.768 '400 2.768 F 2.210 yr 090 2.116 T .300 2.025 .312 aq � 34 INTERIOR JAMB COVER -1 ❑ �1 875� PRODUCT REVISED o-.188 .182 .120 -�.182 2.710 .110 �- 120 2.291 -m- I 1a0 �_©o as complying with the Florida TOP, BOTTOM TOP, BOTTOM NTERLOCK .300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building Code 25 26 AND STILE 27 REINFORCEMENT, 28 REINFORCEMENT, ®REINFORCEMENT 30 INTERLOCK ADAPTER 31aADAPTER 32a ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-No. 17.114120 8 AND STILE REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date04/14/2021 REINFORCEMENT _ 3.326 2.511 By 3.452 rem �-3.345 � � Mia i- e Product Control - 1.472 I 919 125 9 -ar. 11713 320 060 090 �s. .919 .075 0 2.116 §47 'T---FI 3345 060 4.65 0902.175 046 -125 15'00 3065 .070 El 2.710 ,300 L170 1359 CORNER 135° CORNER 135° CORNER 135' CORNER 90'CORNER 90° CORNER 90°CORNER 35 36 37 38 39 40 41 _ INTERLOCK ASTRAGAL PASSIVE MOUNT ASTRAGAEXTERIOR L CAP INTERIOR EXTERIOR CAP, ASTRAGAL ASTRAGAL EXTERIOR CAP, ASTRAGAINTERIORL CAP *ASTRAGAL ADD-ON 316 ADAPTER \\ LYNi'' 065 .062 NOTES: ,�r.N GEN NiLlpf -�•� 252 .061 �.•.• LiGENSF .lt 912 912r�A .210 -�.173 291 1)SEE SHEET 4 - �' VVVVVV f__ J Impact Resistant = VINYL SLIDING GLASS DOOR NOA LM q 10/05/15 = * r Na 5s7o5 3.000 FOR SILL RISERS. i ) 1.261 O 1.261 �-1.261 O 1.261 1.261 Q Windows & Doors WE'RE s1RONCEfl'" " EXTRUSIONS �m J ROSOWSKI - '0 1 2)SEE SHEET 20 10100 N.W.25th Street FOR SCREEN Miami,FL33172 m ag �0�'. STASE F 21b REINFORCEMENT PARTS. Te1:305.593.6390 Far305.593.6592 ADDED BEVELED PARTS. ao 04/05/17 '-,�CpftIDP•,- �� 80 7/98^ 81 7I16" 821-1/16" 831-i/16" gq 1-3/16 OBARCOVER SQUARE BEVELED BEVELED OGEE OGEE PREPA70TEC�N.LOGYDLER,P.E. ,� mw �''S`S7®NALE��`�� BEAD BEAD BEAD BEAD BEAD 3)ALL DIMENSIONS 1070TECICE,FL TECHNOLOGY DRIVE aq IN INCHES. N. (9410E, -134275 (9OFAU H#2 = SGD-7650 NTS s' 18 OF 21 o z° M D-7650.0 %z A A.LYNN MILLER,P.E. CERT.OFAUTH.#29296 y m y P.E.#58705 s 7 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4) CLIP ANCHOR CLIP INTO ATTACHMENT PANEL &SUBSTRATE; ASSEMBLY a TYPE AS USED ° USING 4 INSTALL ONE BLOCK AT 64 HEADER IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL 3 #10 X ° TABLE 1 ONE BLOCK THAT 93 L5"SMS SPANS BOTH PANELS. 90 13)SMS 23 FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE O 23 PANEL (_(�)X -1/4MIDSPAN OF EACH FIXED 2-1/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8 X 1" so SMS _ \\ ( 21 BAR COVER , X 2"" SMS 96 22 REINF. BAR 91 #8 X 1-1/4"SMS � II 1 KEEPER 1s (4)THRU KEEPER @ MAX 3.5"O.C.,SEE SHEET 19 JAMB TO KEEPER T SILL ASSEMBLY O JAMB - � \ � � o ATTACHMENT f \\\ LOCKING JAMB PRODUCT REVISED II as complying with the Florida REINFORCEMENT PLATE Building Code ATTACH WITH#8 X 1-1/4" 4-PANEL, 2-TRACK ❑ KEEPER 1s Noa-No. 17-0420.08 @ 34-1/2" MAX O.C. OXXX SHOWN Expiration Date 04/14/2021 a I ❑ Miami-D a Product Control (4)#10 X 98 0� 2"SMS so INTERLOCK INTERIOR CLIP COVER NOTES EXTERIOR \ 24 INTERLOCK 1 DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINF. PLATE 2)SEE SHEETS 11-16 FORANCHOR LOCATION & SPACING. BOTTOM RAIL 94 #10 X 3) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT 1f 2-1/2"SMS 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ,•' �1GENSF '•�� (2)#10X1"SMS Impact Resistant � VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No. 59705 THROUGH SUPPORT, sz Windows & Doors INTO PANEL PANEL WERE STRONGER- ACCESSORIES INSTALLATION �m J ROSOWSKI #1 o x 10100 N.W.25th Street ° ° �` s3 ASSEMBLY Miami,FL 33172 >m STATE OF 1-1/2" SMS m W A INTERLOCK SILL RETAINER Teh.30fl593.6590 Fax:305.593.6592 � CORRECTED#96 z° 04105/17 ALL PANEL CORNERS i -FL ORIDI ,.' N CLIP ATTACHMENT WELDED, NO ASSEMBLY PREPAREDBY.•A.LYNN MILLER,P.E. G ` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS 10 N.VENICE,O 342D 75I rc x° ❑ AL I N\\ _ — (941)4801600 v3 A.LYNN MILLER,P.E. CERT.OFAUTH.#29296 SGD-7650 8 NTS 19 OF 21 qz MD-7650.0 KZ A P.E.#58705 BOX SCREEN DETAILS: — STANDARD SCREEN DETAILS: `J f 1 IOR 3&R 5 �'� 125 106 f 1 1OR&3 OR 5 tit 123 132 129 102 119 103 o a 133 0 ��; 111 1a8 118 130 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE j EXAMPLE 32 131 0 33 2 0 O I SO 121 108 ,��:� o �a &OR&R 5 122 b 1 OR&3 OR&5 1 OROORO 5 ° 116 HORIZONTAL SECTION EXAMPLE 100 112 _ 120 -U 104 HORIZONTAL SECTION 117 1.081—� 1.081 102 EXAMPLE —j 1.202 r�—►I 8 11-178 Q J� "'35 875 .875 1.020 r 1--- .050 ►14-�.050 .045 •� I -}--.1 1z0 SCREEN iz1 SCREEN 222 SCREEN OXO 1 9& 1 993 1 8'74 ' OFRAME &SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER �- .062 �-14-.— .662 �� 062 PRODUCT REVISED --�!I�— — BOX SCREEN BOX SCREEN BOX SCREEN as complying with the Florida 100 TOP RAIL t01 BOTTOM RAIL i02 SIDE RAIL —.725 1.435 Building Code NOA-No. 17.0420.08 127 .765 .782 Expiration Date 04/14/2021 I OR —-�.040 By 113 ORS 1.020 F-1.593 1.373 728 120 .062 Miami—Da roduct Control FRAME 01 z oR 4 o s &�I�� 063 0 123 ASTRRAGALEEN N-YL 2a SCREEN ILL 0 & 1.8�72 II -►{�.055 2 oR&a oR&s _ ADAPTER ADD-ON L�p�� J LL IL�� 1.83� O 124 .372 � o �aQ BOX BOX BOX SCREEN N 0 0a SCREEN 0a SCREEN 105 OXO �Q INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION , EXAMPLE EXAMPLE NOTES: 1.306 1)ALL DIMENSIONS IN INCHES. 1.487 icENgF /!`� Y :' 055 r No. 58705 ` 1.487 — 10 Impact Resistant VINYL SLIDING GLASS DOOR NOA{LM) 1 DlD5/15 = 050 1.510 Windows & Doors - 060 WERE STRONGER- o SCREEN DETAILS om J ROSOWSKI =� '• c 10100 N.W.251h Sheet S1AYE CjF &BOX SCREEN BOX SCREEN BOX SCREEN HEAD Miami,FL 33172 100 107 108 Tot:305.593.6590 1"305593.6592 � NO CHANGES THIS SHEET. ao 04l05/17 % F�ORIO?.•'' \�� ASTRAGAL &SILL ADD-ON AND JAMB ADD-ON .,�s� •....,,.. �(j` ADAPTER pREF1070ARE0TECHNOLOGY01R1VE P.E. ¢ ap ,7i I AL.1� N.VENICE.FL 34275 (941)480-1600 c SGD-7650 6 ITS t 20 OF 21 3 z MD-7650.0 rc°i A A.LYNN MILLER,P.E. CERT.OFAJTH.#29296 m ;m P.E.958705 TABLE C: TABLE D: BOX SCREEN # Part# Description Material # Part# Description Material # Part# Descrption Material 1 19001 2-Track HeadlJamb Rigid PVC 50 718609W .187"x .320" Finseal (Stile) 100 12256 Box Screen Top Rail 6063 T5 Al 2 19002 2-Track Sill Rigid PVC 51 71695K 1-1/2" x V x 3/4" Fin Seal Dust Plug 101 12257 Box Screen Bottom Rail 6063 T5 Al 3 19025 3-Track Head/Jamb Rigid PVC 52 71696 Dust Plug 102 M68 Box Screen Side Rail 6063 T5 At 4 19026 3-Track Sill Rigid PVC 60 419041 Interlock Clip Cover PVC 103 64428 Box Screen Interlock 6063 76 Al 5 19027 4-Track Head/Jamb Rigid PVC 61 78153X Tandem Roller Assembly SS 104 17347A Box Screen Snap-on Bug Flap 6W3 T6 Ai fi 19028 4-Track Sill Rigid PVC 62 78153N Tandem Roller Assembly Nylon 105 64345 Box Screen OXO Astragal Adapter 6063 T6 AI 7 19009 Frame Screw Cover Rgid PVC 63 7SX75FPTX 48 x 3/4"Ph. FH SMS @ Roller&Reinf. SS 106 17349 Box Screen Astragal Adapter 6063 T5 Al 8 19031 Anchor Plate 6063-T6 Alum. 64 419042 Frame Header Block Nylon 107 19039 Box Screen Frame Sill Add-ar 6063 T6 Al 9 99007 Track insert 6063-T6 Alum. 65 48052 Roller Adj. Hole Plug PVC 108 19038 Box Screen HeadlJamb Add-on 6063 T6 Ai 10 19084 Interlock Cap-Extended Pocket Rigid PVC 66 44385 4 Hole Bumper Stop PVC 109 720XIX #14-20 x P' MS @ Top Rail SS 11 19036 Bottom Rail Support 6063-T6 Alum. 67 76Xll4FPTX - #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 110 720X112X #14-20 x 1.1/2"MS @ Bottom Rail SS 12 19 006A Outer Sill Cover 6063-T6 Alum. 68 71696G Silt Plug PVC 111 71793G Wstp, .270"x .1W'- Fin Seal 13 19011 Sill Track Cover Rigid PVC 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 112 61605K Wstp, .18T'x .500'@ Bug Flap 17 19032 P-Hook Adapter 6063-T6 Alum. 70 71032XIFPFX 10-32 x 1" Ph.FH MS @ Lock SS 113 7SRAZ Standard Roller Nylon 18 19020 P-Hook 6063-T6 Alum. 71 varies Handle Kit Cast Zinc 114 78RAX HD Roller SS 19 19047M Extended Keeper 6063-T6 Alum. 72 1 19054 Interlock Retainer Clip Nylon 115 varies Screen Locking Hardware Steel 20 19029M Keeper 6063-T6 Alum. 75 Kommerling 4SG TPS Spacer System 116 419053 IScreen Keeper Steel 21a 19075 Reinforcement Bar Cover Rigid PVC 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet 10 for 117 76X1PPA #6 x 1" Ph. PH SMS Steel 21b 19014 Reinforcement Bar Cover, Beveled Rigid PVC 77 Quanex Duraseal Materials 118 169273/4 Screen Spline-,150" &.165" Vinyl 22 19030 Reinforcement Bar 6005-T5 Alum. 78 Cardinal XL Edge Spacer 119 1816C20 Screen Cloth Fiberglass 23 19037M Fixed Panel Clip 6063-T6 Alum. 79 Dow Coming 996 or GE-7700 Backbedding Silicone 24 19035M Reinforcement Plate 6063-T6 Alum. 80 19090 7116" Square Bead Rigid PVC TABLE E: STANDARD SCREEN 25 19017M Top Rail, Bottom Rail and Lockstile 6005-T5 Alum. 81 7/16" Beveled Bead Rigid PVC # Part# Description Material 26 19046 Reinforcement Composite 82 19044 1-1/16" Beveled Bead Rigid PVC 120 12033 Screen Frame Rail 6063 T5 AI 27 19018M Interlock .300 Reinforcement, Sid. 6005-T5 Alum. 83 19045 1-1/16" Ogee Bead Rigid PVC 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 Al 28 19013M lInterlock .400 Reinforcement, HD 6005-T5 Alum. 84 19015 1-3116" Ogee Bead Rigid PVC 122 17363 Screen OXO Astragal Adapter 6063 T6 Al 29 19019M Astragal Reinforcement 6005-T5 Alum. 85 71725K Setting Block 1/2"x 4" x 1/16", 85+/-5 duro. Neoprene 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 30 19083 lExtended Pocket Interlock Adaptor 6063-T6 Alum. 86 71726K Setting Block 1"x 4"x 1/16", 85+1-5 duro. Neoprene 124 19012B Frame Sill Screen Add-on 6063 T6 Al 31a 19073 Interlock Adaptor Rigid PVC 90 781PSTX #8 x V Ph. PH SMS @ Frame Assembly SS 125 6FP95K Bug Flap, 85+1-5 duro. Vinyl 31b 19006 Interlock Adaptor, Beveled Rigid PVC 91 78XI14PHPT41OX #8 x 1-1/4" Ph. PH SMS @ Rant Bar SS 126 7SX112PSATS #8 x 1-1/2" Ph. PH SMS(Assembly) SS 32a 19074 Astragal Add-on Rigid PVC 92 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS 127 712027 Corner Key Wheel Assembly (Standard) Nylon 32b 19008 Astragal Add-on, Beveled Rigid PVC 93 71OX115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pnl. Clip SS 128 712027SS Corner Key Wheel Assembly (HD) SS 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 94 710X2.-5PHPT18-8X #10 x 2-1/2" Ph. PH SMS @ Reinf. Plate/Ast. SS 129 varies Screen Locking Hardware Steel 34 19040 Interior Jamb Cover 6063-T6 Alum. 95 71420X2.25FPFX #12 x 2-114" Ph. PH SMS @ Hdr. Block SS 130 710K34PPSDAX #10 x 3/4" Ph. PH SMS @ Screen Ast. SS 35 19076 135°Comer Astragal 6063-TB Alum. 96 710X1.75PPX #10 x 1-34' Ph. FH SMS @ Ast. Mount SS 131 78X12PPSMSX #8 x 1/2" Ph. PH SMS @ Door Ast. SS 36 19077 135'Comer Astragal Passive Mount 6063-T6 Alum. 97 710X34PPX #10 x 3/4" Ph. PH SMS @ Ext. Pkt. Int. SS 132 1692/3/4 Screen Spline-.145" Vinyl 37 19079 135°Comer Astragal Cap- Ext. Rigid PVC 98 710X2PPX #10 x 2" Ph. FH SMS @ Keeper SS 133 1816C20 Screen Cloth Fiberglass 38 19080 135°Comer Astragal Cap- Int. Rigid PVC 39 19078 90°Comer Astragal 6063-T6 Alum. PRODUCT REVISED 40 19081 90°Comer Astra al Ca g Ext. R id PVC g p Building complying Codewith the Florida \��\\\ NY LYtUNI/77i� 41 19082 90° Comer Astragal Gap-int. Rigid PVC NOA-No. 17-0420.08 ` ��•-' '••.?9j 42a 19085 Sill Riser-(2-1/2"), Square 6063-T6 Alum. / 4,iCENSF •.�.( 43a 19022A SIII Riser-(3-1/2"), Square 6063 T6 Alum. Expiration Date 04/14/2021 44a 19023A Sill Riser-(4-1116"), Square 6063-T6 Alum, Oimpact Resistant VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 ey `' —� _ ;' Na. 58705 45a 19024A Sill Riser-(4-5/8"), Square 6063-T6 Alum. Windows & doors Miami-D a Product Control � .�' �11:� WERE STRONGER- � °✓ 43b 19070 Sill Riser-(3-1/2"), Beveled 6063-T6 Alum. PARTS LISTm J ROSOWSKI .73 ��\ 10100N.W.25th Str"t �Q '. IT (4 ` 44b 19071 Sill Riser-(4-1/16"), Beveled 6063-T6 Alum. Miami,FL 33172 > m.e FL Tel-305,593,6590 Far.'30&693.6592 c2 ADDED BEVELED PARTS. �g 04t05/17 ;�`S, ••..,aRIOF.. 45b 19072 Sill Riser-(4-5/8"), Beveled 6063-T6 Alum. . NOTES: PREPARED1070 BY. A. LNNMIILLER P.E. ttOGY DRIVE 'B // ��NAt_r�\\\�\\ 1) ITEMS#14-16, 46-49, 53-59, 73,74 & 87-89 &99 ARE NOT USED N.VENICE,FL 34275 AND ARE NOT PART OF THIS APPROVAL (941)460.1606 SGD-7650 NTS 21 OF 21 z° MD-7650.0 z2 A A.LYNN IMILLER,P.E. CERT.OFAUTH.N29296 y y y 0 P.E.#68705 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 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 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 "PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, city, state, model/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. 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# 16-0629.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. M4DDE CO UNTY J NOA No. 17-0614.11 IAM ,AD Expiration Date: February 19,2019 Approval Date: October 12,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.14) 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 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 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 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014) and FBC-61"Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option I1 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Jorge M. Plasencia,P.E. Pr uct Control Unit Supervisor Pzrzuct NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820"Aluminum Fixed Window—L.M.L" approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-3 GENERAL NOTES: SERIES 720/820 IMPACT-RESISTANT PRODUCT REVISED FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING absuil comding Codeplying with the Florida VARIES, RATED FOR LARGE&SMALL NOA-No. 17-0614.11 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE - Expiration D e 02/19/2019 HIGH VELOCITY HURRICANE ZONE(HVHZ). 48"TIP-TO-TIP WIDTH 47"BUCK WIDTH 48"BUCK WIDTH Ir--- 48"BUCK WIDTH 6y 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS Miami- de Product control REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE _ 44-1/4"VISkBLE 45-114"VISIBLE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH 45-�1/4"VISIBLE �I LIGHT WIDTH LIGHT WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY `I 6"MAX. � 6"MAX F,SHEET 8 -'� 2"MAX. MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEET6 D,SHEET 7 _ H.SHEET 9 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER I f ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED A I A 95" C C E,SHEET 8. .E,SHEET 8 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 G, HEET9 INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X HEIGHT 96" JR-O6/06/17-UPDATED ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL —' — _ ( _ BUCK i - 3 ANCHORAGE TO FBC 2017. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ( t r - HEIGHT �(' N WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSfBILf7Y 12"MAX 92-1/4" JJ» 93-1/4" OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). ISIBLE 12" CAX / 93-1/4" / VISIBLE O.C. VISIBLE LIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT 96 / LIGHT HEIGHT DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. / HEIGHT 96^ NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO I BUCK lyt z co � L) FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 71P I 5"MAX• I HEIGHT > CV .Aaa SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O C. CC w O INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE G1 w C) OF THESE INSTRUCTIONS. N z w a7op C) CO 6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE M THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE T� I - - - - - O -I b a w Z Re OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST J L-►-g 12"MAX.O.C, J L-� Z LL w I x J ummp-.e'� I"�-- 6" D-�-� I-+- 12"MAX.O.C. F,SHEET 8 _ BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6`MAX. SHEET 6 MAX. SHEET 7 2"MAX. H,SHEET 9 U LL O p w THE WINDOW. ►►►------�� 5"MAX.O.C. W Z of 2 a ON 7)DESIGN PRESSURES: TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION o w ^ LD 0 z 903 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNITS o > - o p D PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. r Z U 5D Q LL B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, Q J O STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS FIGURE 1: - J W PER ASTM E1300. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE 1N A BLOCK Q C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. rn 7aavS GENERAL NOTES........................ 1 ® r+ ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME rn Z B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS........................._....- 1 MEMBERS,SEE FIGURE 1,THIS SHEET. # W (J) GLAZING DETAILS....................... 2-5 I. RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN = H- PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES.................. 2-5 12"O.C. F- O O INSTALLATION,FLANGE............. 6 MAX, / �` WIOTH -`{ F^-' WIDTH --�{ �-WIDTH---� I-"- WIDTH -r{ q O Z 51DDS THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS r - - - - - S�' < z J USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,EQUAL-LEG...._.7 �' 0_ _-J'� C-)Jl O d o 000ME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT.FIN A..........8 1 )"�L � N NTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLA7(ON, INT.FIN g...........9 I Q WCORNER ASSEMBLY.............._...10c000RROSION RESISTANCE. w X WEXTRUSION PROFILES................11 11LL (PARTS LIST........... MAX. 1 1 a1711osaU saya5 9)REFERENCES:TEST REPORTS r fL-3835,3$50&7212;ELCO ---- .--..11 ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE I: �- WIDTH WIDTH { I-"- WIDTH I+ WIDTH +{ \\\- F1-1116" sneer T — — — — — — — — F ,. (p1( L_Yy 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES Description �� .�`�•,.• USES AN SG INTERLAYER.THE 720 AND 820 SERIES MAYALSO BE # _G CDyG \-(CREFERRED AS THE 701 SERIES. 116"Art-A90"PVB-3/16"HS) 2 % %/ �'116"HS-.090"PVfl-3/18" HS) 3 = = s = _*. : NO. 58705CODES/STANDARDS USED: IG(3116"T-7116"Air-3/16"An-.090"PVB-3l16"HS) 2 J - - Js2017 FLORIOA BUILDING CODE(FBC),6TH EDITION IG(3/16"T-7/16"Alr•306"HS-.090"PVB-3/16"HS) 3 :-0 5 7/16"Lami 3116"An•.090"SG•3/T6"An) 4 WIDTH —"-{ �- WIDTH �{ WIDTH -�{ q .' e2014 FLORIDA BUILDING CODE(FBC),6TH EDITION _ Imo- WIDTH -r{ �� 1, 4 " •ASTM E130Q-09 6 7/16'Lami 3116"HS-.090"SG-3116"HS) 5 T — — T I — — — T r — T�' — — — ;0 `•- E OP (V •ANSIlAF&PA NDS-2015 FOR WOOD CONSTRUCTION 7 1-1/16"Lami. JIG(3/16"T-7/16"Air•3/16"An-.090"SG-3N6"An) 4 _ _ / = j I I i�i'�Ss F10R1D � �� 8 1-1/16"Lami. IG 3/16"T-7/16"Air•3/1THS-.090"SG-3116"HS 5 •ALUMINUM DESIGN MANUAL,ADM-2015 ( ) C9 w �� w T w Y/ , o ZONAL \ •AISI S100-12 'SG"="KURARAY SENTRYGL�AS INTERLAYER"BY KURARAY AMERICA,INC, 3 z ( = = / \ •AISC 360-10 "PVB"="KURARAY TROSIFOL PVB INTERLAYER"BY KURARAY AMERICA,INC. 1 A.LYNN MILLER,P.E. .L P.E.#58705 PRODUCT REVISED TABLE 2: - as complying with the Florida Window Design Pressure(+/-,psf)for Glass Type 7 Building Code NOA-No. 17-0614.11 Lang Side(n} 7116"LAMINATED 67-7f8 72 76 80 84 88 92 96 1W M104 109-V2 -►'{ Expiration Date 02/19/2019 GLASS STACK 30 +/-80 +1-80 +1-80 +1_g0 +180 +/84 +?-80 +1-80 +1-80 +1-80 +1-80 By 32 +t 30 +180 +l-60 +/80 +180 +!_80 +1-80 +1-80 +1-80 +'-80 +1-80 .090"PVB WTERLAYER Miami-D a Product Control 34 I80 +1-80 +1-80 +f80 +f_80 +f-80 +r_80 +f-80 +1-79.6 +/-79.4 36 +1-80 +I80 +1-80 +i-80 +f80 +?_80 +1.79.7 +-772 +)-75.1 +/J3.4 +f-72.2 3/1 fi"HEAT STRENGTHENED GLASS +1_ +1-70.3 +1-68,5 +l- 3H6"ANNEALED GLASS 38 +1-80 +lSG +f-84 +1-80 +I80 +I-78.1 +f-75.2 725 66.3 40 +1-80 +/80 +1-80 +?_79.8 +/_77.2 +�-743 +.+_77.3 +?-67.9 +t85.1 +l$3.4 +1$1.6 4 11 42 +/80 +(80 +;_gp +1-77.4 +f-74.3 +1-71.3 +t-68.2 +I-64.7 +t$f.6 +1-59.8 +f-58.2 44 +I80 +180 +f-78.9 +i-75.4 +7-72.i +f-68.Q +1-65.6 +/-622 +f59.7 +/-57.5 USED AT CURVED 46 +1-80 +1-80 +f-77-2 +1-73.6 +?-66.8 +1-63.5 +1-60.3 +(57 LONG SIDE ,7 FRAME MEMBERS ONLY 29 5/8" II_ 48 +/-80 +/-79-3 +1-75.6 +r'-719 +/-68.3 +1-64.9 +1-61.5 +1-58.2 @ 11-7/8"O,C.MAX. GLASS BITE - 5D +1-80 +1-77.5 +L74.1 +1-703 +f86.7 +1831 +/.59.7 s 52 +1-791 +1-75.6 +1-72.4 +t-68.8 +I-65.1 +1-6t5 1�flORII SHORT �� +t-774 +.!-73.8 +1-70.5 +f$7,3 +183.5 EXTE SIDE �� NO CHANGES THIS SHEET. 56 +/-758 +1-72 +1-6&6 +1-65.3 20 13 58 +(. 44.2 +r-70.3 +1-66.8 c m 60 +J-727 +i-68.7 +1155 62 +1-71.2 I +r-13T1 GLASS TYPE 1 64 +/-69.7 +?-65.5 LONG SIDE -� 66 +1-683 67-718 +f-67 } ti Y O SHORT W ? nay SIDE > w Q� w �r C r o �� o } >> al°Q O N 00 O C\ Z N O OfO TABLE DIMENSIONS MAY BE OJ c'� it W -' ORIENTED VERTICALLY OR O ti ° = J -7 Q TABLE 3: HORIZONTALLY AS SHOWN. S cg W Window Design Pressure(+f-,psf)for Glass Type 3 ULjj { DI 0 j o o o Lang Side(in) ~ ON 67-718 72 76 80 84 1 88 1 92 96 1 100 A}4 109-112 O W r E GLASS STACK �-I If 7116"LAMINATED // L. > > Z 30 +f-80 +1-80 +1-80 +1-80 4 +1-80 +/-80 +1-80 +/_80 +!-80 +f-80 +/-80 /�/ O +I80 +i-80 +1-80 +1-80 +l$4 +f80 +;-&Yi +(80 +/-80 +1-80 +1-80 GLASS STACK Z m p O CO 32 3/16"HEAT Q W O 34 +/80 +1-80 +I80 +(_g0 +t80 +1-80 +?-C� +(-80 H80 +?-80 +/.g0 STRENGTHENED GLASS J 36 +1-80 +J-80 +1-80 +1-80 +J$0 +f-80 +/-80 +/-80 +1-80 +1-80 +/-80 3/16"TEMPERED GLASS .� Q N 38 +180 +1-80 +f-80 +/-80 +1-80 +?-80 +1.80 +f.80 +/-79A +)-76.4 +/-74.3 3/16"ANNEALED GLASS Fa- F- 40 +f-80 +/-80 +/80 +1-$G +?E0 +/-80 +/-80 +1.767 +/-73.5 +1-70.9 +1-69 7/16"AIRSPACE SHORT m rn W )aa45 .090"PVB ® N 42 +1-80 +I80 +(-80 +1-80 +l80 +i80 +)_77 +t_731 +1$9.6 +f-66.9 +1-�2 11 INTERLAYER SIDE m Z 44 +180 +/-80 +t-80 +180 +I80 +1-77.8 +1-74.1 +1-70.3 +f$7.5 +t83.9 rp F- 46 +1-80 +}_g0 +?-80 +(-80 +/-79.2 +1-75.$ +/-71.7 +1$8.1 +1$5.1 5 - ft LU Z � 4$ +1-$0 +180 +i-80 +/-80 +/-77.2 +1-73.3 +1-69,5 +1-65.8 USED AT CURVED ¢ O 0.' eI°OS co 50 +(-80 +?80 +1-80 +f-79A +1-75.3 +1-71.3 +1-67.5 FRAME MEMBERS ONLY 29 SS °- Z D- s 52 +1-80 +1$0 +1-80 +'-77.7 +JJ3.5 +/$9.5 @ 14-7/8"O.C.MAX. GLASS BITE LONG o m 54 +/-80 +1-80 +I-79.6 +1-76 +1-71.8 1-3 56 +1-80 +/-80 +1-775 +/-73B �� SIDE U W �� 58 +f-80 +t-79A +1-75.4 EXTERIOR X W 0.0- 60 +l-8G +,-R.6 +1-73.5 a W O 62 +t80 +i-75.8 75-18 21 13 aR!1 'asaQ sailag 66 +/_-772 +f-74 GLASS TYPE 3 SHORT LYlV1v 67-718 +1.-74,9 SIDE �� •' IGEN No. 58705 0, S A E O (U�: NOTES: f S® \\ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �/1NAL i n 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, P.E.#58705 PRODUCT REVISED as complying with the Florida TABLE 4: Building Code NOA-No. 17-0614.11 Window Design Pressure(+/-,psfl for Glass Types 2&4 Expiration Date 02/19/2019 Long Side(in) 67-7f8 72 76 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 By w- 30 +1.80 +f-Bo +f-80 +/-80 +1-80 +1-80 +1-80 +1-80 +i-80 +1-80 +l-80 +1-80 +1-80 +/.80 +1$0 +i-80 +1-80 +1-80 +1-80 +/-80 Miami-Da roduct Control 32 +7-80 +1-80 +1-80 +/-80 +1-80 +I-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +t-80 +f-80 +!-W +/-80 +1.80 +/-80 34 *I-80 +1-80 +l-80 +/-80 +)-80 +1-80 +1-80 +080 +1-80 +l-80 +1.80 +/-$0 +1-80 +7$0 +I-80 +/� +1_80 36 +1-80 +1-80 +1-80 +1-80 +1-80 +t_80 +1-80 +/-80 +/-80 +-80 +f-80 +).80 +1-80 +1-80 +/-80 +I-80 38 +f-80 +1.80 +;-80 +/-80 +1-80 +/-80 +i-80 +1-80 +1-80 +/-80 +1-80 +/-80 +l-80 +1-80 40 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +l-80 +i-80 *1-80 +1-80 +1$0 42 +1-80 +t-80 +/-80 *1-80 +F80 +1-80 +/-60 +1-80 +1-80 +1-80 +IAO 44 +1-80 +1-80 +1.80 +1.80 +[-80 +1-80 +/-80 +1-80 +1-80 +'-80 -�'� 46 +1-80 +1-80 +1-80 +/-80 +1-80 +/.80 +Y-Bo +1-80 +1-80 48 +f-80 +i-80 +i-80 +f-80 +1-80 +/-80 +1-80 +/-80 10 50 +1-80 +1-80 +1-80 +1-80 +1.80 +1-80 +1-80 r 2 52 +/-80 +1-80 +f-80 *I4]10 +f-80 +/_79.1 NO CHANGES THIS m 54 +/-80 +1-80 +1-80 +l-80 +/-78.6 56 +1-80 58 +1-80 +1-80 +f-80 60 +tAO +1-80 +t-79.3 62 +1-80 +/-80 64 +/-80 +/-80 66 +/_80 67-718 +/-80 LU z `- ) .naa NOTES: W N 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, p F d- Q •- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LO U O 3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Z a;°Q 0 W 0 w o O a v> Z .(g r O LL 1�I LMOlQ ❑ Lu W U Cc F- 'oN U x 1-1/16"NOM. 1 TABLE DIMENSIONS MAY BE o > �M0 GLASS STACK II �. I�� ORIENTED VERTICALLY OR o d' a Z 7/16"LAMINATED 7116"LAMINATED HORIZONTALLY AS SHOWN. Z ° (0 LL GLASS STACK _ GLASS STACKLLI 3/16"HEAT STRENGTHENED GLASS LONG Q J U .090"PVB INTERLAYER 3/16"TEMPERED GLASS SIDE J Q 3/16"HEAT STRENGTHENED GLASS LONG SIDE Q ~ 3/16"HEAT �� 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE .090"PVB INTERLAYER OO z laayg ❑ In 4 11 11 SHORT r O W Z 5 SIDE y� USED AT CURVED SHORT _ G ❑ � alO'S USED AT CURVED I'r Z_ FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 5!8" SIDE @ 11-718"O.C.MAX. GLASS BITE @ 11-7/8"O.C.MAX- GLASS BITE O Z 1-3 1-3 O W cn w � X W �d EXTERIOR EXTERIOR �-- LONG SIDE —►-{ li ❑ 20 13 a 75-78 21 13 al;iy asap sauaS GLASS TYPE 2 GLASS TYPE 4 SIDE SIDE SHORT LONG No. 58705 SHORT SIDE ' ®T••. ST E O (V\ i/o... L V-� ` A.LYNN MILLER,P.E. P.E.#587D5 TABLE5: PRODUCT REVISED as complying with the Florida Window Design Pressure{+/-,psf)for Glass Type 5 Building Code Lung Side(in) 7116"LAMINATED NOA-No. 17.0614.11 67-718 72 76 80 Sd 88 92 96 100 104 109-112 GLASS STACK Expiration Date 0 2/1 912 01 9 30 +901-125.4 +901-120 +90/-115.5 +99A11.5 +901-108-5 +901A06 +901.1045 +90/-103-5 +90/-102-5 +90,'-100.7 +9u.97.9 -- 32 +901- 116.9 +901d10.8 +901-105.3 +9N-101.6 +901-98.7 +901-95-7 +90(_923 +901-90-5 +901-90.3 +1-89.9 +1-89 .090"SG INTERLAYER By 34 +901-108.9 +50)-103 +g0/-98.8 +g01.95.1 +90r-91.8 +l-86.2 +1-84.4 +i-81.5 +I80,1 +1-79.8 +1-79.4 3/16"ANNEALED GLASS Miami-Da/ roduct Control 36 +90/-102.6 +90/.97.1 +901-928 +F-889 +/-85.5 +,'-82.6 +1-79.7 +r-772 +i-75.1 +(-734 +1.72-2 3/16"ANNEALED GLASS 38 +901-98.4 +90/-92.2 +1-86.7 +1-83.2 +r_80.7 +1.781 +1-75.2 +t-725 +1-70.3 +1-68.5 +1-66.3 40 +901-94.6 +1-88.2 +/-82.6 +/-79.8 +1-77.2 +i-743 +1-71.3 +1-67.9 +1.65-1 +/-63-4 +/-61.6 4 11 42 +90691.3 +/-84.7 +1-807 +1-7T4 +1-74.3 +(-71.3 +1-68.2 +1.547 +1-61,6 +1-59.8 +I-58.2 USED AT CURVED pp 44 +/.883 +182.4 +1-789 +l-75-4 +/_72-1 +1-68.9 +11-65.6 e1-622 +159.7 +1-57.5 FRAME MEMBERS ONLY 29 N 5/8" 46 +1-854 +1-80.8 +/..77.2 +1-73.6 +1-70-1 +Y-66.8 +1-63-5 +/-603 +1-57.7 11-7/8"O.C.MAX. 48 +1-827 +1-79.3 +/.75.6 +1_71-9 +/_58.3 +/-645 +1-61.5 +(_582 @ GLASS BITE -.-- LONG SIDE 50 +1-809 +r-77.5 +1-74-1 +1-70.3 +i-663 +r93.i +1-59.7 1.2 e 52 +/-79.1 +/-75-6 +1-72.4 +;-68-8 +/-65A +/-61.5 54 +l-T7.4 +/.73.8 +1-70.5 +1-6T3 +/-63.5 EXTERIORSHORT NO CHANGES THIS SHEET. 56 +/-758 +1-72 +1-68.6 +t-65.3 20 13 SIDE �01 58 +1-74.2 +1-70.3 +/-66.8 0 60 +1-727 +/-58.7 +t-65 GLASS TYPE 5 62 +1-712 +1-67.1 64 +!-69.7 +1-65.5 66 +1-68.3 -�-- LONG SIDE 67-7/8 +1-67 cM Y U SHORTF_ ? P Cf) .+aa SIDE m :4w ° T 7°0 cv TABLE DIMENSIONS MAY BE U in C o') 0 LU TABLE 6: ORIENTED VERTICALLY OR O n i Z °Mo 0 HORIZONTALLY AS SHOWN. W Window Design Pressure(+f-,psf)for Glass Type 7 = u U U o 0 0_ Long Side(in) W LU IN a 92 - /16"NOM. 0 67-7/8 72 76 80 p 30 +90/.130 +90/-130 +904130 +901-126 +901-122.6 +901-119.8 +90/-118.1 +90/-117 +901-115.8 +90/-112.7 +901-109.9 GLASS STACK 7116"LAMINATED 901-125,1 +90/-118,9 +9p/-14.8 + 01-111.5 +90/-tOB +g0/-104.3 +90/-102.4 +90/-102 +90/-101.4 +90/-9 .7 GLASS STACK+90/-130 7� F- W iL32 34 +90/-123.1 +901-116.4 +90/-111.7 +901-107.5 +9D/-103.8 +90199.7 +90/-95.3 +90/-92.1 +901-W5 +/-90 +/-89.6 36 +90/-110 +9W-109,8 +90/-104.8 +90/-100.5 +90/-96.6 +001-93.3 +/-90 +/_87.3 +/-84-9 +/-82.3 +/-81.2 3/16"TEMPERED GLASS 3/16"ANNEALED GLASS J m O 38 +90/-111.2 +90/-104.2 +90/-97.9 +901-94 +901-91.1 +;-88.2 +/-84.9 +/-81.9 +/-79.4 +/-76.4 +/-74.3 3/16"ANNEALED GLASS Q Q 40 +90/-108,9 +90-99.6 +901-93.4 +901-90.1 +/-87.2 +1-84 +/-80.5 +/-76.7 +/-73.5 +/-70.9 +/.69 7/16"AIR SPACE . . SHORT _ NU~j LU #as vs +/80.6 +/ 090"SG INTERLAYER 42 +901-95.7 +90491.2 +/$Zq +/-84 SIDE Z 0L 44 :90/-99.7 +90193.1 +/-89.1 +/-65.2 +1-81.4 +/-77.8 +/-74.t +/-70.3 +197.5 +1-63.9 11 a 46 +90/-96.5 +90/-91.3 +/-87.2 +/-83.2 +/-79.2 +/-75.4 +/-717 +/-58.1 +/-65.1 - U) ~ 0 48 +901-93.5 +/99.6 +/-85.4 +/-8'L2 +/JT2 +1-73.3 +/-69.5 +/95.8 5 � F Q LU Z 50 +90/91.4 +1-87.6 +1-83.7 +1-79.4 +/-75.3 +/-71.3 +/97.5 USED AT CURVED - ¢ W a FRAME MEMBERS ONLY 29Q- t 52 +/-89.4 +/-85.5 +/-81.8 +/-77.7 +/-73.5 +1.69.5 GLASS BITE w 54 +/-875 +/-83.4 +/-79.6 +/-76 +/-71.8 @ 11-7/8"O.C.MAX. LONG r z m 56 +/-85.6 +/-81.4 +l-77.5 +/-73.8 - 1-2 SIDE U W W 3� 58 +/-83.8 -T79.4 +/-75.4 X W LL LL 60 +/-82.1 +1-77.6 +1-73.5 - EXTERIOR if. O 62 +/-80.4 +1175.8 75a9 21 13 al7ll °sap sauag 64 +/-78.8 +/-74 ss +/-77.2 I GLASS TYPE 7 67-7/g +/-74.9 s SHORT \�. ,rOV LYtv/V .,. - I SIDE 1, 13EN '•,{� it * t• Na, 58705 * - -0 i q+ fi j rF 441 �i� ''•F70RiDP.•''• \�� NOTES: S 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ,77//ZONAL � 1��\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 1111111100N, 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS, A LYNN P.E.#5 P.E. 587058705 PRODUCT REVISED as complying with the Florida TABLE 7: Building Code Window Design Pressure(+/-,psfj for Glass Types 6&8 Now-No. 17-0614.11 Expiration Date 02/19/2019 Long Side(in) �- - 2 7fi 80 84 88 }00 104 9-}(2 112 6 l20 124 t28 By677/8 ! %-------- 40 30 +90/-130 +901-130 +90f-130 +90,'-}30 +90f-130 +901-130 +90f-130 +90/-130 +90/-130 +90J-130 +901-130 +901-130 +901.130 +90/-130 +9014130 +901-130 +901-130 +901-130 +901-130 +90l-130 Miami-Dad roduct Control 32 +9011?0 +90l-130 +90i-134 +901-130 +90'-130 +90/-130 +90f-130 +90/-130 +WI-130 +90)-130 +901-130 +90/-130 +90)1-130 +901-130 +90f-130 +90/_130 +901130 +901-130 +901-130 +90i-130 34 +90i-130 +901-130 +9&-130 +901-130 +901-130 +901-130 +90i-130 +901-130 +90f-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 g - 36 +90/-130 +901-130 +90i-130 +90l-130 +90/-130 +901-130 +901-130 +90i-130 +90/-130 +9N5 130 +907-130 +901-130 +901-130 +90L130 +901-130 +901-130 38 +901-130 +90/-130 +90I-130 +90/-130 +90/-130 +901-130 +SOl-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 I +90f-129.2 +901.12T3 40 +90f-130 +901-130 +907-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90'-126.8 +901-1232 +90/-122 42 +90/-130 +901.130 +901-130 +901-130 +901-130 +90f-130 +901-130 +90-129.3 +9tY-123.2 +9(Y-119.7 +90(-116.4 44 +901-130 +90/-130 +901-130 +901-130 +90,'-130 +90l-130 +90E-130 +90i-124.5 +90I-119.4 +901-115 46 +901-130 +901-130 +901-130 +90,'-130 +901-130 +901-130 +9L6-126.9 +90t-120.5 +90+-115.3 a 48 +90d-130 +90/-130 +90f-130 +90l-130 +901-130 +901-129-7 +90/-123 +99-116.5 50 +961-130 +90/-130 +907-13o +901-130 +901-130 +9a-1262 s 52 +901-130 +901-130 +90t-130 +901-130 +90/-130 +88.81-123 NO CHANGES THIS SHEET, N 54 +90t-130 +90/-130 +901-130 +901130 +88.8/-127.1 L 56 +901-130 +90/-130 +901-130 +89.41-129 ,-°, 58 +901-130 +901-130 +901-130 - 60 +901-130 +901-130 +89,.61-129, 62 +90/-130 +901-130 64 +90/-130 +90/-130 66 1 +90t-130 U 67-7/8 +90f-130 W ? co NOTES' > °' .Aaa 1)BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. w 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ u: w w O O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (}7 N a w a1°0 m 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 01 W F_W W ..,� O O J o ay z g r z EL r S um°�O ❑ U W O OO W J ❑ ON TABLE DIMENSIONS MAYBE o > ORIENTED VERTICALLY OR o n- a Q _ 1-1/16"NOM. HORIZONTALLY AS SHOWN. `- z o F- W LL 7/16"LAMINATED GLASS STACK J J O _ 7116"LAMINATED LONG GLASS STACK GLASS STACK SIDE Q ll 1116"HEAT STRENGTHENED GLASS LONG SIDE /,� 4 F A90"SG INTERLAYER 3/16"TEMPERED GLASS %/ °�' W LU 7aa45 3/16"HEAT 3/16"HEAT STRENGTHENED GLASS ® m Z 0C ❑ co ��STRENGTHENED GLASS 7/16"AIR SPACE .090"SG INTERLAYER SHORT � co Z 3/16"HEAT STRENGTHENED GLASS �� O 4 1} 11 SIDE SHORT < ❑ d a o° 5 1 —►{ SIDE I s USED AT CURVED O Z N N FRAME MEMBERS ONLY 29 5/8" USED AT CURVED 5/B" ❑ r 09 11-7/8"O.C.MAX. FRAME MEMBERS ONLY 29 w W °U GLASS BITE @ 11-7/8"O.C. MAX. GLASS BITE O X LU d 0_ 1.2 - 1-2 LONG SIDE LL ❑ aRa 1 0sa4 sauas EXTERIOR EXTERIOR 20 13 (t-I 75a8 21 t3 SHORT �/ / LIDS \`,�`��pNY...... P GLASS TYPE 6 V�J GLASS TYPE 8 �/ �� 1 tCE uSF •!!�� No. 58705 SSIDET ,�®,�'.•• S'rI55)� .•�� SO I OVAL WN A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP Building Code EDGE OR FRAMING,SEE INSTALLATION INSTALLATION MBEDMENT NOA-No. 17-0614.11 E DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B �L Expiration Date 02/19/2019 INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, v By �.. — TYPE AW29 —� _ 1/4"MAX SEE NOTE 2,THIS SHEET g Miami=Dad P oduct Control EMBEDMENT SHIM TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - EDGE DISTANCE PER SUBSTRATE, I DISTANCE EDGE a 6 SEE TABLE 8,THIS SHEET DISTANCE P L1/4"MAX SHIM 1 .ANCHOR TYPE,EDMENT AND EDGETANCE PER SUBSTRATE, NO CHANGES THIS SHEET. TABLE 8,THIS SHEETURVED EXTERIOREMBERS ONLY.C. MAX. 4 CONCRETE/CMU PER ANCHOR I � VISIBLE LIGHT WIDTH- 6 ° { REQUIREMENT r� WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE'CMU d co O WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR LU T N °aa BUCK EXTERIOR REQUIREMENT �. W I HEIGHT (YY�" 1/4"MAX.SHIM -�{ HORIZONTAL } `ja ev 0 I"I N TIP-TO-TIP C co Cf) CD WINDOW STEEL CD O _I o a m Z Rg n HEIGHT VISIBLE SELF-DRILLING SMS Z LC LLI � r� J umoic ❑ LIGHT (G5),SEE TABLE 8, TABLE 8: 2 LLI s-- -2 W HEIGHT= THIS SWEET Mirs.Edge Max O.C. r-) O p' 0 ❑ WINDOW ` Anchor Substrate Min. Embedmen€ Distance Spacing F z i aON BUCK P.T.Southern Pine(SG=0.5)) 9116" 1-318" 12" o W 9Ma O HEIGHT- Aluminum,6063-T5 min. 3/8" 0.063"* 12. n- a Z INSTALLATION #12 or#14 410 6S Screw o 2-3/4" A36 Steel 3/8" 0.063"* 12" r Z 0 LL METHOD D Steel Stud, Gr.33 min. 3/8" 0.045"(18 Ga)* 12" Q O INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 12" J m ! UNDERNEATH THE Aluminum,6063-T5 min. 318" 0963"* 12" z #12 or#14 Steel Screw(G5) Q O BEADING A36 Steel 316" 0.0631,* 12" ao I— EXTERIOR m to 1— 10a4s Steel Stud,Gr. 33 min. 318" 0.045" (18 Ga)" 12" © m Z [n7 Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" 12" U) MIAMI-DADE APPROVED MULLION 1/4"410 SS CreteFinx '�j Q z 21 Concrete(min. 3.35 ksi) 1" 1-3/4" 12" O F (SEE SEPERATE NOA),ALUMINUM, Concrete(min. 2.85 ksi) 1" 1-3/4" 12" ❑ U) a o° 6 - STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi 2-117 1-318" 12" < Z Z SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultracon Ungrouted CMU, (ASTM G90) 2-112" iA/4" 12" O TABLE 8,THIS SHEET W o 0 5 Grouted CMU, (ASTM C-90) 2-11T 1-314" 12" ❑ C9 r;00 �1/4"MAX SHIM U W Q ?) 5/16"Steel Uitracon Concrete (min.3.5 ksi) 1-114" 1-3(4" 12" Grouted CMU, (ASTM G90) 2-012" 13/4" 12" LL a a LL LL *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. aIF1 °sap sauas SEE NOTE 2,THIS SHEET INSTALLATION NOTES: • CONCRETE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE `��.•' k,(GENSF �`(� EMBEDMENT " ; ". DISTANCE LIMITS. ANCHOR ' REQUIREMENT 2.WOOD SUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Material Min,Fy Min.F„ N0.58705 THICKNESS IS LESS THAN 1.1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE Steel Screw 92 ksi 120 ksi - ° INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-112" 410 Screw 90 ksi 110 ksi p, 1 �.- EDGE THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Boo UltraCorM 155 ksi 177 ksi r/ INSTALLATION TYP.ANCHOR YPE,EMBEDMENT ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORI Y HAVING JURISDICTION. 410 Ss Elco CeteFle® 127.4 ksl 185.7 ksi ® ' ST TE �� \C(7�` DISTANCE AND EDGE DISTANCE PER - - TYPEB SUBSTRATE,SEE TABLE B,THIS SHEET3.FOR 6063-TS Aluminum 6ksi 22 ksi i ' .FCORIDP.•^ \c A36 Steel 36 ks! VERTICAL SECTION B-B PROVIDE FULLSUPPORT TO THE WINDOW FRAME. MEMBER SHALL BE OF A SIZE TO Gr.33 Sted Stud 33 ksi 45 ksi / 7r/11/ONAL 1/111111 t� \\ 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Building Code EDGE OR FRAMING,SEE TYPE G TYPE F NOA-No. 17-0614.11 DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOODBUCKSTRtP, Expiration Date 02/19/2019 h— EMBEDMENT- SEE NOTE 2,THIS SHEET By _,_,> INSTALLATION + 1/4"MAX IVI1ami-Da roductControl TYPE E � EMBEDMENT J — ~i � SHIM TY EDGE DISR T TANCE EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9,THIS SHEET EDGE DISTANCE DISTANCE 114"MAX s 2 2 SHIM 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE - - 11 DISTANCE PER SUBSTRATE, 11 NO CHANGES THIS SHEET. SEE TABLE 9,THIS SHEET ° EXTERIOR o USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY °' •m " m @ 11-7/8"O.C.MAX. CONCRETE/CMU ,-�— � VISIBLE LIGHT WIDTH 5 " PER ANCHOR WINDOW BUCK WIDTH-2-314" REQUIREMENT WINDOW BUCK WIDTH WINDOW CPER ANCHOR U W z Y U -nab BUCK HORIZONTAL SECTION C-C REQUIREMENT � w � O _ HEIGHT 1/4"MAX.SHIM —►{ �+-- ❑ o cD o TABLE 9: N Z w aioU co STEEL Min.Edge Max O.C. 0 d' F u co � o0 SELF-DRILLING SMS Anchor Substrate Min. Embedment O co co U' rr Z S N VISIBLE (G5},SEE TABLE 9, Distance Spacing p d m r THIS SHEET P.T.Southern Pine(SG=0.55) 9116" 1-3/8" 12" Z LL E i LU omolp ❑ LIGHT Aluminum,6063-T5 min. 3/8" 0.063 ' 12" _ <- S c7 HEIGHT #i2 or#14410 SS Screw A36 Steel 318" 0.063"' 12" U (Wj o O ❑ WINDOW Steel Stud, Or. 33 min. 318" 0.045"(18 Ga)' 12" F Z � a 0M0 BUCK P.T. Southern Pine(SG=0.55) 9/16" 1.3/8" 12" O j S2 Z HEIGHT- Aluminum;6063-T5 min. 3!8" 0.063"' 12" d' a 23/4" INSTALLATION #12or#14 Steel Screw(G5) o z � 0- O r A36 Steel 318' 0.063"' 12" TYPE H Seel Stud, Or.33 min. 3/8" 0.045"(18 Ga)` 12' ¢ O EXTERIOR 1l4"410 SS GreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" _ r- Concrete(min.3.35 ksi) 1" 1-3/4" 12" Q Q Concrete(min.2.85 ksi) P' 1-3/4" 12" rn CO � 1aa4S Concrete(min.2.85 ksi) 2-1/2" 1-3/8" 12" ® Z Q N � M IAMi-DARE APPROVED MULLION 114"Steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" 12' �? (4 F- 21 (SEE SEPERATE NCA),ALUMINUM, Grouted CMU, ASTM C90) 2-1/2" 1-3/4" 12' h O Z Z B STEEL FRAMING OR STEEL STUD. Concrete(min.3,5 ksi) 1-1/4" 1314" 12" ¢ ❑ (9 moos 5/16" Steel Ultracon Z SEE SUBSTRATE PROPERTIES, Grouted CMU,(ASTM C.90 2-112" 1-314" 12" u_ W TABLE 9,THIS SHEET 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O J N N C) "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. K _ ~ 1/4"MAXSHIM w 3�3�: I O as INSTALLATION NOTES: alell rosa0 saua5 IX WOOD SUCKSTRIP, SEE NOTE 2,THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE \�x�n"I LYNly DISTANCE LIMITS. - - Material Min.Fy Min.Fu CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 hsi k' F EMBEDMENT • ANCHOR THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 410 screw 90 ksi licks; Q '� s REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2" Elco UltraCore@ 155 ksi 177 ksi _ No. 58705 " THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE - ' 410 SS Elco GreteFlex® 127.4 ksi 189.7 ksi " ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 6063-TSAluminum 16 ksi 22 ksi INSTALLATION EDGE A3ssteel 3sxei 58ksi I //4- :�41 TYPE F TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL 8E OF A SIZE 70 Or.33 Steel Stud 33 ksi 45 ksi (� ST TE F DISTANCE AND EDGE➢ISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. i "� F P, SUBSTRATE,SEE TABLE 9,THIS SHEET \ VERTICAL SECTION D-D 4, IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA /j///0NAL F�,x - APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED as complying TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Building Codewith the Florida EMBEDMENT AND EDGE EMBEDMENT OR NOTE F 2,THIS SHEET FRAMING,SEE TYPE J TYPE K NOA-No. 17-0614.11 DISTANCE PER SUBSTRATE,� EDGE _ Expiration Date- 2/19/2019 SEE TABLE 10,THIS SHEET DISTANCE 1/4"MAX EDGE n SHIM EDGE DISTANCE By INSTALLATION DISTANCE 2X WOOD BUCKSTRIP O Miami-Dad roduct Control TYPE I U OR FRAOMING SEE RIP OR FRAMING,SEE NOTE 2,THIS SHEET NOTE 2,THIS SHEET TYP.ANCHOR TYPE, EMBEDMENT AND 1/4"MAX EDGE DISTANCE PER SUBSTRATE, 3 SHIM & SEE TABLE 10,THIS SHEET 4 EMBEDMENT EMBEDMENT 11 3 NO CHANGES THIS SHEET. d a USED AT CURVED -IQ EXTERIOR 29 FRAME MEMBERS ONLY @ 11JIB"O.C.MAX. 11 EXTERIOR 4 t1 15 , VISIBLE LIGHT WIDTH= 5 UJ E co WINDOW Y U WINDOW BUCK WIDTH-2-3/4" "1 � `N on '^ab BUCK HEIGHT WINDOW BUCK WIDTH 0 o O 1/4"MAX.SHIM co CD } at04 Q N [if 00 HORIZONTAL SECTION E-E o M w N vlsleLE INSTALLATION O LL a F z a s 0 LIGHT TYPE L = LLf 2 LU 2 HEIGHT= WINDOW EDGE DISTANCE LUU CD .ON BUCK #10 STEEL TABLE 10: CD LU �< U' OMO HEIGHT- SELF-DRILLING SMS Anchor Substrate Min. Edge Max. O.C. a Z 1 2-3/4" (G5),SEE TABLE 10, Distance S Can k O O THIS SHEET 2-1/2"x .113"Box Nail P.T.Soutttem Pine(SG=0.55) 5/16" 5" ° LL Q O 2-1/2"x .131"Common Naii P.T.Southern Pine SG=0,55) 3/8" 5" _ J co 2.11T x .145" Roofing Nail P.F.Southern Pine SG=0.55 3/6" 5" P.T.Southern Pine(SG=0.55) 11T 5" � aaays 0.093"Aluminum,6063-T5 min. 5/19, 5" #10 x 1"Steei Screw(G5p " On z Q 1116 A36 Steel 5116, W to 21 0,045" 18 Ga Steel Stud, Gr. 33 5/16" 5" O Q Z _ 6 2X WOOD BUCKSTRIP EXTERIOR `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Q C J a19aS OR FRAMING,SEE �[ Z NOTE 2,THIS SHEET \/ O � N N 5 IT� �1/4"MAX SHIM MIAMI-DADS APPROVED MULLION INSTALLATION NOTES: U Ul Z (SEE SEPERATE NOA),ALUMINUM, X Z 0-0- STEEL FRAMING OR STEEL STUD. 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT LL LL SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. apijasaQ sauag INSTALLATION TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE Material Min,Fy Min.F, �� /77 TYPE J n TOTAL THICKNESS IS LESS THAN 1-tl2". 1X WOOD BUCKS ARE OPTIONAL Steel Screw 92 ksi 120 ksi .`��®�..."Y N� i EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD 6063-T6 Aluminum 16ksi 22 ksl ` \, •, �tCEMSP !�P BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. INSTALLATION A36 Steel 36 ksi 1 58 ksi Q',• '-,tT� ' TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS Gr.33 Steel Stud 33 ksi 45 ksi�•� NO. 58705 TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. - -- EMBEDMENT AND EDGE DISTANCE PER - rll�5h-77 SUBSTRATE,SEE TABLE 10,THIS SHEET 3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BEOF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION F-F 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOWOR �(CS'•.FCGRIDP,.•"�\C\� MULLION NOA APPLIES TO WHOLE SYSTEM. �i / ` 7�//�oNAI-t�N�`\ A.LYNN MILLER,P.E. P.E.#58706 PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP Building Code EDGE NOA-No. 17-0614.11 OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE N Expiration Date02/19/2019 EMBEDMENT By INSTALLATION 4"MAX Miami-Da roduct Control TYPE M C EMBEDMENT SHIM O 1X WOOD BUCKSTRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET OR FRAMING,SEE NOTE 2,THIS SHEET �14'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I JR-06/06/17-UPDATED 11 SEE TABLE 11,THIS SHEET 3 .. ANCHORAGE TO FBC 2017. EDGE O USED AT CURVED DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY EDGE @ 11-7/8"O.C.MAX. o DISTANCE ¢ �CRETE/CMU 11 - PER ANCHOR WINDOW REQUIREMENT q 11 CONCRETE/CMU llJ z co Y U PER ANCHOR > G N •nab REQUIREMENT _BUCK 1/4"MAX.SHIM I-.-- VISIBLE LIGHT WIDTH= 5 of co o HEIGHT WINDOW BUCK WIDTH-2-3/4" EXTERIOR r D a}e0 Q 1 WINDOW BUCK WIDTH O � ?rn o VISIBLE INSTALLATION HORIZONTAL SECTION G-G ° LL o 1� z xe t; TYPE O z c0 = _j U-a G o LIGHT 2 U , 0 2 W 2i HEIGHT= TABLE 11 U U o o WINDOW - CO Min, Edge Max.O.C. i a : IN BUCK STEEL Anchor Substrate Distance Min. Embedment Spacing o W � C9 `Puba HEIGHT- SELF-DRILLING SMS P.T. Southern Pine(SG=0.55) 9l16" 1-3/8" 3.P' p d' a Z 2-3/4" (G5),SEE TABLE 11, THIS SHEET #12 or#14 410 SS Screw Aluminum,6063-T5 min. 318" 0.063"" 3.7" r Z LL A36 Steel 3/8" 0.06Y* 3.7" Q O Steel Stud, Gr.33 min. 3/8" 0.045" 18 Ga ' 3.7" -1 01 2P.T.Southern Pine(SG=0.55) 9/16" 1-3/8•' 37' Q Aluminum,6063-T5 min. 3/8" 0.063"' 3.7" m laayg #12 or#14 Steel Screw(G5) ® N A36 Steel 318" 0.063"' 3.7" m Z ZO Steel Stud,Gr. 33 min. 3/8" 0.045' 18 Ga ' 3.7" 21 TYP.ANCHOR TYPE, EXTERIOR 1/4"410 SS CretaFlex Ungrouted CMU, (ASTM G90 2-1/2" 1-114" 6.7" F 00 Q Z 6 EMBEDMENT AND EDGE Concrete(min.3,35 ksi) 1" 1-3/4" 6.7" 4 z aio�g DISTANCE PER SUBSTRATE, Concrete(min. 2.85 ksi) V. 1-3/4' 6.7" p Z o 0 SEE TABLE 11,THIS SHEET Concrete(min. 2.85 ksi 2-1/7 1-3/8" 67' rn N N M,IAMI-DADE APPROVED MULLION 1/4"Steel Ultracon r`m 5 �114"MAX SHIM Ungrouted CMU, ASTM G90) 2-1{2" 1-1/4" 6,7" w LU Z (SEE SEPERATE NOA),ALUMINUM, Grouted CMU, ASTM C-90 2-V2" 1-3/4" 6.7" o X Z d STEEL FRAMING OR STEEL STUD. Concrete(min.3.5 ksi) 1-1/4" 1-3/4" 6.T SEE SUBSTRATE PROPERTIES, 5/16" Steel Ultracon Grouted CMU, ASTM C-90 2-1/2" 1-3/4" aLLl -asap sauag INSTALLATION TABLE 11,THIS SHEEP MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1X WOOD BUCKSTRIP, "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. \\1 111 TYPE N SEE NOTE 2,THIS SHEET INSTALLATION NOTES: ��.`®�lJ�N3F `��o� ` f EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO. 58705 Material Min.Fy Min.F„ -' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD Steel SnreW 92 ksi 120 ksitit BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS"2X'ARE 410 Screw 90 ksi 110 ksi • 11 _ � 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elco UltraCar�@1 165 ksi 177 ksi `pQ 3 F Q(/�� EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. DISTANCE 410 SS Eico CreEeFlez® 127.4 ks1 189.7 ksi i F(ORta�;.•'•�®�� 6063-T5 Aluminum 16 ksi 22 ksi i 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A36 Steel 36 ksi 56 ksi /// /1 AL WINDOW FRAME. Gr.33 Steel Stud 33 ksi 45 ksi xl 11 11 1 t 11\\\ VERTICAL SECTION H-H 4. IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58706 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 ByJ ...-_...-- Miami-mod Product Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES tt i w z Y U > N nay ANGLED/CURVED ANGLED/CURVED ❑ y w 0 o j FRAME ASSEMBLY FRAME ASSEMBLY } o aloQ Q N 00 90°CORNER 90'CORNER O 't z W U) K d FRAME ASSEMBLY I FRAME ASSEMBLY J M w ti O J O a y Z Fg Z U CD CD P J IIMOJQ ❑ a U w o o2 w 2i N 10 10 m F' w 6 - (D LE `JMa ALL CORNERS TO ALL CORNERS TO � i CD > �- USE GASKET USE GASKET Z z AND/OR SEALANT / AND/OR SEALANT Z O Q Q EQUAL-LEG FRAME Z 0 U) }ae9S FLANGE FRAME © N ? Z in i EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 U) Z AND EXTERIOR FRAME WELDS f AND EXTERIOR FRAME WELDS ¢ ❑ aloas FLANGE FRAME (SHOWN)OR CORNER KEYS AT h (SHOWN)OR CORNER KEYS AT „• Z H., 30 SCREW BOSSES.SEALANT AT ALL CORNERS �It SCREW BOSSES.SEALANT A7 ALL CORNERS O W Q C W X O la-IL LL m apiy rosaQ sauas i � 1311`t LYIV/V LICENSE''•�!� *•: No. 58705 = - Ck I A.LYNN MILLER,P.E. P.E.#68705 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 2.784' 2.784" 2.784" TABLE 12: P .094" ---►1 I-� .094" —►-I�� .094" -- I-�-� Expiration Date 02/19/2019 Item PGTPart# Description Material # .074" .062" F .074" .062" .074" .062" Miami-D a Product Control 1 4253C Flanged Frame Alum 6063-T5 1,375^ 1.375^ 2 4285 Equal-leg Frame Alum. 6063-T5 1.875 q g .438" � 500" .438" � .500" .438" 3 4256 Integral Fin Frame Alum. 6063-T5 t•Doo" {— T }� 9 500" �I-o— .050„xcaos" } --o.l'...— .050"'noes T --••��a— .050"xo.ass• 4 4255 7116" Lami. Glass Seeding Alum.6063-T5 1.125" �- 5 4254 I.G. Glass Beading Alum. 6063-T5 1 2 #4253C, 6063-T5 #4285, 6063-T5 FLANGE FRAME EQUAL-LEG FRAME 077" 6a 4270 Installation Fastener Cover Alum. 6063-T5 FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC 3 94256, 6063-T5 10 70589C Gasket (at 90' comer joints) Polyethylene NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 970° h.— .346" o 13 Dow 791, 899 or GE 7700 Backbedding Silicone 1.037" 20 71652K Setting Block, Mono. 3/16"x 7116" x 4" Neoprene, Duro. 85+/-1 875" 875" 21 71704AK Setting Block, LG. 3/16" x 1-3/32"x 4" Neoprene, Duro. 85+/-1 29 1 1#6 x 1-1/4" FH SMS Stainless Steel .050" uJ z M U) U 7/16"LAMI. I.G. GLASS INSTALLATION > N ^aa 30 781PDX #8 x 1" Quad PH SMS Stainless Steel w OGLASS BEADING BEADING FASTENER COVER Q F p #4255, 6063-T5 O #4254, 6063-T5 68 #4270, 6063-T5 } r 3 alo0 U) N p w V3 o J 0 r O J O a rn Z Mfg Z LL (o r I J uMaO O _ LL W :2 ALUMINUMCD U00 SILICONE 4')A ELT BUTYL POLYISO- DESICCANT FILL AREA LU Z < ° STRUCT ONE REINFORCEMENT F Z W DMa BUTVLENE 5/16"NOM. > y Z Z STRUCTURAL SILICONE3l16"NOM. 5/16"NOM. SEAL o Z rn o O POLYISOBUTYLENE 114"NOM. BUTYL& SILICONE SEAL o FQ p U_ WITH DESICCANT DESICCANT ROLL-FORMED U O DESIC FOAM STAINLESS STEELEXT.GLASS EXT.GLAEXT.GLASS INT. GLASS H QEXT.GLASSzzr O Mt Z INT.GLASSGLASS INT. GLASS LL Z 75 KODISPACE 76 SUPER 77 DURASEAL® e XL EDGET" � o '� NN 0 4SG TPS 0 SPACER®NXTTM SPACER SPACER LU 2i �� m 4 lesa4 sauag LYN TABLE 13: * No. 58705 ' Part# Description Material 75 Kommeding 4SG TPS Spacer System See this 76 Quanex Super Spacer nXf with Hot Melt Butyl ;��` •1 40RIOP.4••' \� 77 Quanex Duraseal Spacer Sheet for ,�ss,®....... p Materials 11 NAL \ ` 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FFL-8717, 8968&8970 A.LYNN MILLER,P.E. i P.E.#58705 3 M IAM I�DADE MIAMI—DAME COUNTY,FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamieade.¢ovleconomy CGI Windows & Doors,Inc. 10100 NW 25 Street Miami,El. 33172 .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 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 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 "Sentinel 120"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, 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 Impact Resistant LABELING: Each unit shall 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 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. 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. 15-0929.13 and consists of this page 1 and evidence pages E-1, E 2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P. E. NOA No. 17-0918.09 MIAMFDADE COUNT Expiration Date: September 22,2020 Approval Date: November 02,2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/ S.M.L)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, 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 201-94 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, FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted tinder previous NOA No. 15-0512.05) 3. 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 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Durasealt and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 along with marked-up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(I insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their °Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •ge M.Plasencia,P.E. Produet Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/ S.M.L)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. / orge M.Plasencia,P. E. ProHnct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol(k Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc, for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6" Edition (2017), dated 08/10/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-4 TYPICAL ELEVATION 110" 3 FLANGE WIDTH BUCK WIDTH o 5 1/2- 61, MAY. X O MAX. 5 T MAX, x m w HEAD/SILL 5 TY X. B M W Z � IS J HEAD SILL A C MTG. STILE �z Al �' ¢� / rJ /� 7Q 7 MTG. ST LE \ �Q Nl O U L N 0 It 00 ` m O t ??W N .. 6 \ 6 E1 11 F II F _ NM fi II "H X It � yl'/ XI I %/ i x l"✓ XI� // I 0 c W � w � o r w w ® Ci W W M L\ I /I� ^—J Z h W 'n p II \I V ul w O 0 II _ m n - I / X m I ii F I UJ B 19 k D II �I iva � I B1 19 it N� m O 7 II •-� Sd ^ j I I FALSE MUNTINS FALSE MUNTINS /�I 3 - AODI. ANCHOR REQO. / o (SURFACE APPLIED) 32 7/8" 32 7/8" AT CENTER OF ALL PANELS (SURFACE APPLIED}-7 32 7/8" 32 7/8" ADDL ANCHOR READ. 3 i OPTIONAL O.L. OPG. D.L. OPG. FIXED OR OPERABLE OPTIONAL AT CENTER OF ALL PANELS o OO n ABOVE 30" PANEL WIDTHS D.L. OPG. D.L. OPG. FIXED OR OPERABLE 36 3/8° AT HEAD/SILL 36 3/8" A70HEAD/SI VE 30' PANEL WIDTHS N © a VENT WIDTH VENT WIDTH v~7 o C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME °LnIN 110"BUCK WIDTH SERIES SENTINEL 1205 1/2" 13 5/16" I "MAX. MAX• Q ALUMINUM HORIZONTAL SLIDING WINDOW =5" MAX. E � TYP. HEAD/SILL _ �z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER N A2 MTG. STILE �,�o CHARTS SHOWN ON SHEETS 2 & 3. B 4, PRODUCT REVISED n as complying with the Florida • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code m NOA-No. W LL - OF H.R./H.R. OR HORIZONTAL ROLllNG WITH OTHERMIAMI-DADE COUNTY 17-0918.09 h N o n n APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Date09l22/2020 II ii i IN BETWEEN, ,✓ c N E2 II F I II F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL BY ° w w o e 6 6 f / WILL APPLY TO ENTIRE SYSTEM. Miami- a Product Control - w • i ---- __ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m a z (w \ w a •Ir' �It '� REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS 0 II </I� BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ci w �o li �I 16Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST B£ INSULATING LAM. GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT o o m o •I _____II----` -'- TO THE BUILDING STRUCTURE. u SMALL MISSILE IMPACT I II jj ul 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. \\XX ...... A4 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� ••° �i T u ' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1,10@NSA �® r MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT B2 \ >, FALSE MUNTINS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE (SURFACE APPLIED) 32 7/8" 32 7/8" REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. s ° •- a m a` OPTIONAL D.L. OPG. D.L. OPG. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION a ••° C ._ FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ® FOR 4kv: drawing 36 3/8" OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �� RB®�,,°,• \�� 9 no. VENT WIDTH WATER INFILTRATION RESISTANCE ETC, �� -„• W 1 O-1 8 FIN FRAME CONDMONS BU ILDING TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY <�p'�I /19111 4 8 011 (sheet 'I of 'I'I TYPICAL ELEVATION 11r' 110" � 6" FLANGE WIDTH FLANGE WIDTH 4fto MAX. 5 1/2 ` o HEAD/SILL 5" MAX. x m HEAD/SILL 5" MAX. mH2z 55MiG. STILF �U Al ITYS N a� z¢ MTG. STILE \ -� ¢ �p 5 1 � N x II jj �� III II IW O F u E III F II I r l ET II F II F D N 6 - 6 I F r O > 6 II / 6 •� �— lu------ % m °o s ® a ® k7�� i IZO m W m if II V Z IW rj Ii tl W A LL N 5 ---�'---- n u n W h • o U. Z o II n II I !I n 1 � cog u SLUM II B 5 II II 19 � < 81 ii ii 19 NxI < / O n FALSE MUNTINS AODL. ANCHOR REGD. FALSE MUNTINS �ADDL. ANCHOR REgO. o v'(SURFACE APPLIED) 24 t/2" 49 5/8" AT CENTER OF ALL PANELS (SURFACE APPLIED 24 T 2" 49 5 6" 3 OPTIONAL D.L. OPG. D,L OPG. FIXED OR OPERABLE OPTIONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE PANELS z O n ABOVE 30° PANEL WIDTHS ABOVE 30" PANEL WIDTHS o O u 28" AT HEAD/SILL 28" AT HEAD/SILL K Xy, VENT WIDTH VENT WIDTH ! o -0 N w FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 0° �� O " 110" .�.. '�• SUCK WIDTH 5 1/2" 13 5/16" O— MAX. MAX. < N HEAD/SILL5 NP.X HEAD/SILL z L) 8 MTG. STILE 7a � U F z 't f 11 II f E2 II F II II F of 6 rc y 8 II 6 II II c" �% II I! a z w \ i p If II -i it I! II q II - G u xI B2 j 11 II 79 �'� `j`111118�I�gniiJ', tllw o � PRODUCT REVISED ®5�� as complying with the Florida m E A a FALSE MUNTINS Building Code (SURFACE APPLIED) 24 1/2" 49 5/8" NOA-No. 17.0918.09 v m u OPTIONAL D.L. OPG, D.L. OPG. gz- 9 Expiration Date W /2020 28" OF �,j�® drawing np�o, VENT WIDTH By .•°,,,,,..; ._._.�. ®ism E9@D6°.°' �D�� W1 0-1 V FIN FRAME Miami-Da roduct Control � i°�YONAL�.�� `'�+'tcafll,l�� sheetl.lofll I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF n (XO OR OX SIZES) (XO OR OX SIZES) PRODUCT REVISED 0i as complying with the Florida fa STD. MTG. RAIL H.D. MPG. RAIL STD, MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAM Building Code 31 NOA-No. 17-0918.09 Z m ro GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES °' m%z FLANGE DIMS. BUCK DIMS. 'A'&'Al', 'B'&`Bl' R' & TV FLANGE DIMS. BUCK DIMS. 'A'&'A1', 'B'&'Bl' 'B' & 'B1, 'C' & 'Cl' Expiration Date 09/22/2020 ® w "� C HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXI.(+) INT By ��i'%�=___._. Q C e N al- WIDTH 26-1/2" 25-1/2' 65X 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 Miami-Dad roduct Control 0 0 `, m 37" Z6" 36" 25„ fi5.0 65.0 80.0 90.0 8-15/16' 2b" 7-15/1fi" 25" 65.0 65.0 80.0 90,0 65.0 65.0 j `N 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 85.0 65.0 O H 74" 73" b5.0 b5.0 80.0 90.0 55-3/4" 54-3/4- 65.0 65.0 80.0 90.0 65.0 65.0 ® � N m 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 8-15/16" 38-3/8" 7-15/16' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 V 0 > 37" 36" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 0L1=. O 38-3/8" 37-3/8° 53-1/8" 52-1/5" 65.0 65.0 80.0 90.0 55-3/4" If 54-3/4" 65.0 65.0 80-0 90.0 65.0 65.0 0' 650 650 N y 6 74" 73" 65.0 65.0 80.0 90.0 8-15/16 50-5/8" 77-15/16' 49-5/8" - - - - , - 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" - - - - 65.0 65.0 Z 0 LL m 37" 36" 65.0 65X 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 G j 50-5/8- 49-5/8" 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 8-15/16" 63" 7-15/16" 62" - - - - 65.0 05.0 @ W m g r 74" 73" 65.0 65.0 80.0 90-0 83-1/2" 82-1/2" - - - - 65.0 65.0 O 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 a 37" 36" - 65.0 65.0 80.0 90.0 63" 62,• O d 53-i/8" 52-1/8" 65.0 65.0 80.0 90.0 C 74" 73" 60.2 60.2 80.0 90.0 v O1 (1/3W)I (2/3W) 3 z 0 0 I- n y 5 J N L(1/2W) G - OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH N 0 'XO OR OX' J a0 z :z OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH "' _ _ a� � o XO OR OX' a J y U O X.- TIP. BUCK DIMS Yz" TYP. BUCK DIMS BUCK DIMS u o rl N p Q N FLANGE FRAME f N o z 71 EQUAL LEG FRAME FLANGE ADAPTOR FRAME N a v N l P FLANGE 01M5 _ FLANGE DIMS d z FLANGE & FLANGE ADAPTOR FRAME C 6 A N g EQUAL LEG FRAME r y o a o 0 I0 G i ,11AVOBOV; f �-� �Y IMq�g7j � � I m No.705 2 f a NOTE: GLASS CAPACITIES ON THIS SHEET ARE , E4 E4 EASED ON ASTM E1300-09 (3 SEC. GUSTS) AVBOH =��i drawing no. AND FLORIDA BUILDING COMMISSION %�� ° • ®�?®�°°�� W 1 Q- 1 $ STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 i�� ` °�IaolIo1111A sheet 2 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED U M (XOX SIZES) (XOX SIZES) as complying with the Florida 0 Building Code I STD. MTG. RAIL H.➢. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL. H.D. MTG. RAIL NOA-No. 17-0918.09 a GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES Expiration Date 09/22/2020 ® h m z FLANGE DIMS. BUCK DIMS. 'A'&'AI', V&'Bl' V & 'Bl' FLANGE DIMS. BUCK DIMS. 'A'&'Af, 'B'&'BI' T' & 'Bl' 'C' & 'CI' -"Jy^ _ W "' By WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXI.(+) INT.(-) Miami-Da roduct Control d Q 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.D O 0 00 106-1/4" 26" 105-1/4" 25" 65.0 65,0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 y 1N 111" 110" 65.0 65.0 80.0 90.0 ill" 110" 65.0 65.0 80.0 90,0 65.0 65.0 O F- m 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 50.0 90.0 65.0 65.0 ® U U 106-1/4" 38-3/8" 105-1/4" 37-3/8' 65.0 65.0 80X 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65,0 � a >M 111" 110" 55.0 65.0 80.0 90.0 ill" 110" 65.0 65.0 80.0 90A 65.0 65.0 0 IY 0 < 0 ® I60 � N 74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 55.0 80.0 90.0 65.0 65.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" 65.0 tt 65.0 80.0 90.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" - - - - 65.0 65.0 X z O N 111" 110" 65.0 f 65.0 80.0 90.0 111° 110° - - - - 65,0 65.0 Z y 74" 73" 65,0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65,0 65.0 I - 0 106-1/4" 63" 105-1/4" 62" 61.6 61.6 80.0 90.0 106-1/4" 63" 105-1/4" 62" - - - - 65.0 55.0 `I Z P�'I C w z 711" 110" 60.0 6C.0 80.0 90.0 65.0 68.0 ICI O � rn 0 3I0 III I z 0 v I 1 4W 1 2W 11 4W 0 LLI (1/3W) (1/3W) (f/3W) ( / ) ( /� ) ( / ) Cn 3N o rq m OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH z 0 0 0 'XOX' XOX, N o � C- ¢ w C) O 72" TYP. BUCK DIMS Pz" TYP. BUCK DIMS BUCK DIMS 1/YI N N N Q r FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME _ z 0 2Q I N U U FL4NGE DIMS _1 FLANGE DIMS _ a� 0 0 P z z FLANGE & FLANGE ADAPTOR FRAME I EQUAL LEG FRAME ' S Aytt9E 101gl'7j O ES &E4 _ e��1\��© A�A7", 'u°7!� >i I LII � M N .70592 NOTE: �m GLASS CAPACITIES ON THIS SHEET ARE �� O E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS >� rawing no. AND FLORIDA BUILDING COMMISSIONSTD. MTG. RAIL: D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 I9{141iE6\\A sneet2.lot11 ° DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED o (XO OR OX SIZES) (XO OR OX SIZES) as complying with the Florida Building Code o STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL NOA-No. 17.0918.09 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES Expiration Date 09/22/2020 Q F. 0 z BUCK DIMS. 'A'&'AI', 'B'&'BI' 'B' & 'BI' BUCK DIMS. 'A'k'AI', 'B'&'Bl' 'B' & 'Bl' 'C' & '01' _ -�' b w < WlOTH HEIGHT EXT-(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) M ami-Dad roduct�Control IL Q 25-1/2" fi5.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80-0 80.0 65.0 65.0 00 `. M U 36" 25" 65.0 65.0 80.0 80.0 7-15/16' 25" 65.0 65.0 80.0 80.0 65.0 65.0 > N 52-1 f8" 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0 O t 73" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 Q in 25-1/2" 65.0 1 65.0 80.0 80.0 7-15/16 37-3/8" 65.0 65.0 80.0 80.0 65.0 t 65.0 Q ® > 36" 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0 m o 37-3/8„ Q IL C1 52-1/8" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 as 73" 65.0 65.0 80.0 80.0 7-15/16" 40-5/8" - - - +- 65 65.0 O W � IJi n 25-1/2" 65.0 65.0 80.0 80.0 82-1/2" - - - 65.0 W ( = a 36' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 65.0 W 48-5/8" 65.0 pl g f- 52-1/8" 65.0 65.0 80.0 80.0 7-15/16' 62' - - -73" 55.0 65.0 80.0 80.0 65.0 25-1/2" 65,0 65.0 50.0 80.0 N 36" 62„ 65.0 65.0 80.0 - 80.0 V 52-1/8" 65.0 65.0 80.0 80.0 \ C 73' 60.? 60.2 80.0 80.0 (1/3W) 73,W) G 3 W v 0 it 0 0 (1/2W) (1/2W) O U) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' o o N OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z C Z w O o XO OR OX' N O 3 CD p O I i BUCK DIMS Ui Q 6 N V, p Z ti a h p r O yQ S tJ'J N I 1 FIN FRAME �;o W o z z _ z FIN FRAME oo � o0 P O O o O J d0 W LL tl 2 ES EZ1 '1 ( ♦ `� i ilb n 0 Ne.�G892 v a a NOTE: ' grz a L grz GLASS CAPACITIES ON THIS SHEET ARE �� w E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Oi= �� drawing no. AND FLORIDA BUILDING COMMISSION ^ t/1/� �- STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 sl� �ao�fA \\ sheet 3 of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XOX SIZES) (XOX SIZES) as complying with the Florida ST➢ MTG o STD. MTG. RAIL H.D. MTG. RAIL . . RAIL B.D. MTG. RAM H.D. MTG. RAIL Building Code NOA-No. 17-0918.09 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES z j BUCK DIMS. 'A'&'A1', 'B'&'Bl' V & 'BI' BUCK DIMS. 'A'&'A1', 'EV111' 'B' & 'B1' '0' & 'el' Expiration Date 09/22/2020 0 Z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT(-) EXT.(+) INT.(-) By N a 73" 65.0 65.0 80.0 80.0 73` 65.0 65.E 80.0 B0.0 65.0 65.0 Miami- ad J roduct Control 0. 5 0O` 0 U 105-1/4" 25" 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 65.0 I 65.0 ®LLM W 110" 65.0 65.0 60.0 80.0 110" 65.0 65.0 80.0 60.0 65.0 65.0 u 73" 65.0 fi5.0 80.0 80.0 73" . 80.0 80.0 65.0 65.0 105-t/4" 37-3/8" 655.080.080.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 65.065.0I"'ei710" 65.0 65.0 800 800 170" 65,0 65.0 MID I 80.0 65.0 65.0 M C73" 65.0 65.0 80.0 800 73" 65.0 85.0 80,0 80.0 65.0 65.0 C aT05-1/4" 49-5/8" 65.0 65.0 80.0 800 105-1/4" 49-5/8" - - - - 65.0 65.0 O65.0 65.0 800 800 1 t D" - - - - 65.0 65.0 73" 65.0 65.0 SOC 800 c ; 73" 65.0 65.0 80.0 80.0 65.0 65.0 m105-1/4" 62" 61.6 61.6 80.0 B00 105-7/4" 62" - - - - 65.0 55.0 .J110" 60.0 600 800 800 110" - - - - 650 65.0F � N �\ W 0 m (113w) (113W) (1/4w) :f(1/2W) H�4L�L- OPERATINGIh %VENTS TO BE 1/3 OF THE WINDOW WIDTHOPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH'XOX' 'XOX' z BUCK DIMS u w x x w v, C F F FIN FRAME - < < U z S � U � O O 2 Z FIN FRAME ° � ;oa q E5 E21 �a111lliNPI/f 00 p 0 1 N9c.7©692 k a NOTE: ®fi :° GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) m drawing no. AND FLORIDA BUILDING COMMISSION ®�, ° STD. MTG RAIL' H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 'i�N��® �� W10-18 T�I lgpppl11 Y1X sheet3,lof 11 i1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS ce PRODUCT REVISED .075" Interlayer .075" Interlayer as complying with the Florida Saflex CP With PET Core Saflex CP With PET Core Building Code to By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' NOA—No. 77-0918.09 m 3 OR OR z r / .090" Interlayer .094" Interlo er Expiration Date 09/22/2020 vi m J Y 1/8" HEAT STREN'D GLASS Q Z m 'a Saflex Cleo, And Color Glass Saflex Clear And Color Glass By By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .075" Interlayer Miami- a roduet Control M o O .090" Interlayer .090" Interlayer Saflex CP With PET Core , w N`° 0 U SentryGlas SentryGlas By 'Eastman Chemical Co.' > N OR Kuraray America, Inc.' By 'Kuraray America, Inc.' OR WO H OR 4��, AT Interlayer ❑ I 090" Interlayer ' .090" Interlayer Glas ® U y M Trosifol PVB Trosifol PVB uraray America, inc.' p w By 'Kuraray America, Inc.' By 'Kuraray America, Inc. O 'M p 1/8" ANN. GLASS APAT " HEAT STREN'D GLASS /8" HEAT STP.EN'D GLASS ® 0. G do '°I ¢ zO SILICONE SILCCNE SILICONE W a W 6 o; GE 1200 GE 1200 ZGE 1200 W In a ,vr DOW CORNING 899 E DOW CORNING 899 �DOW CORNING 899 Z 302 m DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 `�+3 Z M Q a Al :i 'll \ oEB AT 1/4 POINTS ON LITES POINTS ON LITES /4 POINTS ON LITESG7 M7 WIDER THAN 36" HAN 36' R THAN 36" o OO n GLASS TYPE 'A' GLASS TYPE '13' GLASS TYPE 'C' N 0 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS o C u_ s i O S N o LO 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS N 075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core z O Z By 'Eastman Chemical Co: By 'Eastman Chemical Co.' 3 0 OR N C) — .090" Interlayer 090" Interlayer 1/8" HEAT STRENT GLASS U o F Saflex Clear And Color Glass Saflex Clear And Color Glass r By 'Eastman Chemical Co' By 'Eastman Chemical Co.' I OR OR .075" Interlayer n 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE r .090" Interlayer 1/4" AIR SPACEI Saflex CP With PET Care SentryGlas I SentryGlas By 'Eastman Chemical Co.' F By 'Kuraray America, Inc.' \ ByKuraroy America, Inc,' OR z m _ 1/8" ANN. GLASS OR OR .090" Interlayer 090" fnterlayer 1/8" HEAT STREN'D GLASS .090" Interlayer 1/8" HEAT STREN'D GLASS SentryGlas oip Trosifol PVB Trosifol PVB By 'Kuraray Americo, Inc.' o; o By 'Kuraray America, Inc.' B 'Kurora America, Inc.' o w �iw Y Y z s o 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 6 t= SILICONE SILICONE Iw SILICONE a a m GE 1200 Z m GE 1200 z m GE 1200 z DOW CORNING 899 N DOW CORNING 899 N DOW CORNING 899 a' DOW CORNING 995 S Mt DOW CORNING 995 DOW CORNING 995 m ^ = N O :i '.i I� iV � M1 :j :�I li a o o m o p 0 0 o a XL EDGE SPACER �i ii �I XL EDGE SPACER it I1 it XL EDGE SPACER I' li ST. STEEL BY 'CARDINAL' it it !I ST. STEEL BY 'CARDINAL' J it !I ST. STEEL BY 'CARDINAL' O OR OR I OR ®Ji\Illlleff 7, DURASEAL BY 'QUANEX' v DURASEAL BY 'QUANEX' CG DURASEAL BY 'QUANEX'O OR \xx�� ® �e�4�7/>x o O OR OR C ♦ - 4 i i a f. E9 SUPER SPACER BY 'QUANEX' W Eg SUPER SPACER BY 'QUANEX' W Eg SUPER SPACER BY 'OUANEX 0 W M7 AT 1/4 POINTS ALL SIZES kkl M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES N 7®aB2 a a GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'Cl' 0,70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL LAM. GLASS % ® '° A F •g�f drawing no. {5.1 .1.� ma's lei �. .i3DP^.•�� W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ixyA ® AL VVx EXTERIOR PLY OF GLASS TYPE 'Al', 'Bt' & 'Cl' MUST BE TEMPERED. dAf7ll ill0\0 sheet 4 of 11 '.. TYPICAL ANCHORS METAL FLANGE OCR FLANGE ADAPTOR FRAME STRUCTURE a SEE ELEV. (((�� 1EY FOR SPACING \ f o WOOD BUCK \ TYPICAL ANCHORS l o - ° . . - SEE ELEV. 4 FOR SPACING = F I __I____ EDG2 ST• VEDi1 d - E COUNT! APPRO wF• /Z MULLION & MULLION ANCHORS j f Z m 4 EDGE DIST. a `^ "I I I SEE SEPARATE NOA I 3 D \ y o p U o 0 m ar EDGE DIST. �1 C4 w O 2 O i - ------ ® 8 'n m t? owm ® C '13 m o E7 IL 0 TYPICAL ANCHORS d �.. - TYPICAL ANCHORS SEE ELEV. C Z OS e jl �I j! ji SEE ELEV. FOR SPACING (Q w 3 IL FOR SPACING W N e M I !j II it !I I O 2 II 1 II II .� fS 10 6 a �2-33/8' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM u ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. N m I, li i I! it F �� !I \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING a N h !I ^ I 2-3� s'MIN 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 3 i INTO 2BY WOOD SUCKS OR WOOD STRUCTURES zI O lii ii II III N �� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) p w --\ THRU 1BY BUCKS INTO CONC, OR BLOCKS v~i of - 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a =N o s' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Ln d Qi of j WHEN USED THE MIN. WOOD BUCK O _ s DEP H sHAu BE 2 . THE usE of DIRECTLY INTO CONCRETE OR BLOCKS o n !I II O ii ii DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ,� � [x] li li H II II m PERMITTED. m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CD o Wjl j! E iI i!I #14 SMS OR SELF DRfLLING SCREWS (GRADE 2 cRs) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS N U :�E H oii W p OR 0 N INTO METAL STRUCTURES (HEAD/SILL/JAMBS) hj 3 THREADS MIN. PENETRATION BEYOND SUBSTRATE !i 4 it y ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) w w g LL ii it i II PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o N o 1 as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o w i a li !i Building Code _ w o n E7 NOA-No. 17-0918.09 TYPICAL EDGE DISTANCE o w z P 1 Expiration Date09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. o i _______ INTO WOOD STRUCTURE = 1" MIN. W2 MS I Miami- a Product Control IN70 METAL STRUCTURE = 3/4" MIN. i C.. 1 19 WOOD AT HEAD, SILL OR JAMBS SG = 0,55 MIN, c ru o w a W1 I CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN, T8 I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 'Lo w i 2 WEEPHOLES: w O W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH ey eill;lyol�i O © END WITH PLASTIC COVER \ - /ii W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ENS ' `® ' W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END m PD g2 r ® n a d. x = : � � 4 . " ° ? TYPICAL ANCHORS 'ter Elm: �� • � O ° EDGE ISZ. - \\P r. ' \ a ° 4 z `-SEE ELEV. _ ®� FOR �g2 drawwing no. 1BY TYPICAL ANCHORS .m � Q - j � � � I FOR SPACING iV. rs �� a 808DL';.•�1�99�� ( I �—1 8 WOOD BUCK FOR SPACING EDGE DIST. l`Y///p i611%N \ sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME M O 1/4" MAX. BUCK WIDTH 1/4" MAX' o SHIMS SHIMS m m j VENT WIDTH VENT WIDTH FLANGE ADAPTOR FRAME . _0 TYPICAL ANCHORS Z SEE ELEV. E F F z ONa FOR SPACING O O S 1/2" TYP, tL . 1-4 t�qq IUD n a, / - in F LL 0 wo f Wei X a f 4" ® IL ® Q d 2 WOOD K i' � oJ " —SCREENS OPTIONAL - .. .._,. �,_��_.._„_ ._, _.._�, WOOD STRUCTUR N a a a 1 _ as m O w 23 20 ZC � �i w" - t BY W Omi r ' WOOD BUCKS XOX LAYOUT EXTERIOR -TYPICAL ANCHORS 0 b. LD.L. CPO. SEE ELEV. 23 FOR SPACING � � a MIAMI-DADE COUNTY N APPROVED MULLION & MULLION ANCHORS O Y d — SSEE SEPARATE NOA BUCK WIDTH BUCK WIDTH S \ 3 r ALTERNATE E3 z O o p� w SWEEP LOCK 1 OPTIONAL TO -O SPRING LOCK O = 56 o O M rn li I I � I I ID I I _ g " — F — L .__L O E4 L TYPICAL ANCHORS a SEE ELEV, FOR SPACING S � w 1:3 t tu B N I v�ii� m m \ VI V1 VI N BUCK WIDTH 1/4" MAX. - SHIMS 01 1 SHIM z VENT WIDTH C a zd a a TYPICAL ANCHORS C i O \./ TYPICAL ANCHORS 23 0 0 0 0 z z z z SEE ELEV t SEE ELEV. FOR SPACING 1 FOR SPACING o p NTAL ATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND o 0 0 o 0 FLANGE ADAPTOR FRAMES. S o 0 0 METAL STRUCTURE __ .•.. //gy�pp \,®v�N�>'.� SCREENS OPTIONAL 11 °m _ PRODUCT REVISED 70 T r ' c" as complying with the Florida E6 w 7BY Building Code E5 EXTERIOR t _ o WOOD BUCKS NOA-No. 17-0918.09 ' _-�, aC2e 0 Expiration Date 09/22/2020 EDP ;draWirg no. XO LAYOUT D.L. OPG. ° ' R6D�.°° � \ I d-1 By Miami-Dad oduct Control /ffff�9BiOWVVV\a I,Shezi of � �J TYPICAL ANCHORS METAL EQUAL LEG FRAME I n SEE SELEV.PACING STRUCTURE o 18Y FOR SPACING � of WOOD BUCK TYPICAL ANCHORS o F---- --- __-_-D a - SEE ELEV. m 1 r__________ - r I m 3 d d G ; FOR SPACING m II MIAMI DADE COUNTY APPROVED II M m . n d c a 4 EDGE DIST. x O y I MULLION & MULLION ANCHORS 11 Q_ f m W z e a 3 N DG£ Ij SEE SEPARATE NOA � 1 w tv <I as _ \ v 'w I1 EDGE 1 p L n al N EDG DIST. m o ^ \ 11 DIST. I y E 03 IL O V.. m U ?, L_________ y� ____ Al 2 M1 0 EE EE W d m � Xit N E3 " 1 E7 \ TYPICAL ANCHORS EEEI EL,ANCHORS L III Ii SEE ELFV. FOR SPACING FOR SPACING B w z U. LIJ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY CIDD e INTO WOOD, CONCRETE OR METAL STRUCTURES w m r TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 'I A SEE ELEV. it -I FOR SPACING it 2 3/8" MINw ti m II 1/4" MAX. BUCK WIDTH SHIMS PRODUCT REVISED 5 M it ill 1 j�� as complying with the Florida - 3 II II 20 E 1 �L__' Building Code 3 I L NOA-No. 17-0918.09 O 2-3/8" MIN. Expiration Date 09/22/2020 �_ 0 Il III 1 1 f4° cdI it it By o C ao! l , N �� Miami- ProdUCt Control Lo r m a Qi �� s 3 N a 7 J -o C . WHEN USED THE MIN. WOOD BUCK z Z 5 P�"✓<', ,-. -. -.-. DEPTH SHALL 8E 27§°. THE USE OF MIAMI-DADE COUNT' E p _ o _ DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLION PERMDTED. ANCHORS& MULLION 4+ Q (v 3 Efi SEE SEPARATE NOA ' U O I 'v BUCK WIDTH BUCK WIDTH II II l TYPICAL ANCHORS t� II 11 SEE ELEV. FOR SPACING C r E rc F tLE7 � 0 0 Zi 0 IIW2W1 M3EMcMi L 2 � � N e \ zr 0592 -_ LE' a i .d n 'v TYPICAL ANCHORS C�9® EDGE DIST. a - .v \ d \ '� SEE ELEV. - - ° YEOG �r drawing no. 1BY SEE ELEV. m - a FOR SPACING rs/a°'•, 4�, `` ',1y.1 �_.� p TYPICAL ANCHORS f I ( YY I U WOOD BUCK FOR SPACING ?� EDGE DIST. ''��B AL �a`, >/eaol11s1�� sheet 7 of 11l TYPICAL ANCHORS FIN FRAME U ILLUSTRATIVE D7LS. ONLY SEE ELEV. o EXT. OR %T. FINISHES FOR SPACING a NOT BY CGI z Z m rw X ® H h Z Ell 1 1/2" a PRODUCT REVISED p, w :r os complying with the Florida a Building Code a 5 ^ HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOA-No. 17-0918.09 w N � M o NOT BY CCI N $ SMS (Fu = 74 KS] MIN.) Expiration Date 09/22/2020 IL w A2 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES By ® U N M 1-1/2" MIN. PENETRATION INTO WOOD Miami- a roduc4 Control BACKBED E3 CAULKING X M o 'I E7 ® 0 jr 0 jr d N Ul p tD w � LL a d � Z M Q w II II W mTG Y II Ij O I :I Ij Ij � N C I jlj Q N � 0 o 0Ij .. 0 LLJ WOOD STRUCTURE 1/4" MAX. BUCK WIDTH 1/4" MAX. = .O H Q NOT BY CGI GAP GAP z 6 = � N o 1/2" MIN. 1/2' MIN. .�, L n N o c M 3 N M O r o O E~ m E2 g_ M N _ :E 2G E3 U a w u O BACKBED II CAULKING j I ' Vxi N 3 Vsi II II II CFI ¢ � polo z o _ _ z :I 1 E7 -SCREENS 11 1 o,o o Zi o W2 M9 EB HOUSE WRAP_. N , NOT BY CGI � d W1 EXTERIOR o.o _ o Ell 1 < m 18 •> o c I mow ,� ox i W3 B2 BACKBED °°°°��® A � CAULKING r ® .7 92 a HOUSE WRAP Li NOT BY CGI " z ¢ � :. m v u B T€CP ° �e � drawing no. TYPICAL ANCHORS s7 h��aB �Fv ��\ r W 1 0—� 8 FOR SPACING ��,t,11111il1ei\\`° sheet $ of 11 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS n E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED a o as complying with the Florida o E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER Building Code .� E3 CGI-102 - FRAME HEAD 6063-76 CGI EXTRUDER - NOA-No. 17-0918.09 ® I- m z E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER Expiration Date 09/22/2020 b w " CI E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER $ N al E6 CGI-105 - HANDLE RAIL By t''� .� 4 C C) 6063-T6 CGI EXTRUDER Miami-Dade➢ duct Control ® O N ` 0 0E7 CGI-106 - SASH RAIL 5063-T6 CGI EXTRUDER W ry E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER 0 E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER 4 y M E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER > M Et1 CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER Cf 0 I.7 0 Et 2 CGI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER ® °' ~ E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER ® U) U) 0 N E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER w � LL N, W in e O E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E 0 g J E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER 0ID4 _1Z m ^ m W01g E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER 13- E19 CGI-115 - SILL P L£R 6063-76 CGI EXTRUDER rn E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER p E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER C m E22 CGI-1 38 - TF FRAME SILL 6063-T6 CGI EXTRUDER a tO E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER o O w o p W N M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - tt M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - s M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700" X 0,040" BEAD GE1200 SILICONE SILICONE GE 0 3 N M5 - 0,700" X 0.040" BEAD DOW 995 SILICONE DOW ',, J 3 M M6 - 0.700" X 0.040" BEAD DOW 899 SILICONE DOW z C Z M7 - 2/ LITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A p _ M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - ti O 'v'" C O¢ J M9 684 - ROLLER TRACK PVC - C) M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M O x x x x M14 397-N 1 PER SASH I ANTILIFT @LOCK NYLON M&M L VI N N v1 M15 - OPTIONAL RETICULATED FOAM 30 PPi - - o_ M16 CGI-134 - JAMB SPACER PVC PROT07YPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. N x x M18 CGI-132 2PER WD, 2" SASH STOP PVC PROTOTYPE d 0 0 0 0 z z z-z M19 CGI-1i1 0 FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M , m r M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV c e !2 0 0 6 m o 0 S2 - 2 OR 3 PER CORNER # 10 X 1 1/4" LG. PHL. PH. SMS ST/ST. ASSEMBLY SCREW - - - idles w LL 0 =Li S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL, PH. SMS, FIN ANCHOR SCREW - - 17 pt 11111,11 111 84 - 4 PER WO. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - `A\47?..D A ➢T77jZ a d . ,�� iz u S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - \ �1 ,.•y1^v� >Sye• ® i N 6 X 1/2" LG. FH. SMS, 0 CGI-133 & CAM LOCK - - % N n 0 S8 - < ®M. RAIL # 10 X 4" LG. PHL, PH. SMS S7/ST. ASSEMBLY MEETING RAIL - - m .:Q 2 59 - 2 PER ANTILIFT # 10 X 5/8" LG. PHL, PH. SMS. ST/ST. ANTILIFT SCREW S TE OF °.�1q�> drawing no. / I1�`` sheet 9 of 11 �2.440� 2.440- 2.113 .490 .120 ! 1.015 "q� � �-t o .70�s050 NP. .70�5 .050 NP. Z 2.107 1.301 1.307 -- 1.550 1.680 ,864 r} 0 Z M H 2.646 TNP T18, NP 1. 20 7.007 � I �I .864 k- 2 o. 2.34fi .05o L E8 5/16° GLAZING BEAD E9 .700" GLAZING BEAD w N M U 1.155 TYp 1.395 N x 1.155-=I p LL 449 h 1.015 1.015 'r- 1.368 .745 . E17 NAIL FIN ADAPTER Q = w n OE13 E3 E4 .180 293 C+ O Z M o FLANGE FRAME HEAD FLUSH FRAME HEAD MEETING RAIL T-�1.496 � I a aF Q .050 .Q65 .060J �I� ® cn q 11 W d 1.015 1,015 L-- 1.788-=+ 1.413 y y O �y ILL 1.lao-�I 1.740 TYP. 2.264 b 1.255 FLUSH FRAME COVER M2 SCREW COVER Z M 1.015 1.220 L L � O 080 NP. N .065 OPS 4.430 TY,". 3. TYP930 T f U 3.685 2.885 3.185 LC43 2.885 E5 LOCK RAIL Et9 SILL FILLER 3 vi Z� L M 1.766 O_ 0d w �1.450 �- s C -r O --J--N o 2.440 L2.440- .553 0 .050 r 4 N N{ e ro M n E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 065 w '� P. 1.220 L Z -2.737 NP. 2.737 E23 w O o FLANGE ADAPTOR N _ O= -_, 1.043 ,,, U O 6 w .065 TOPS O U NP. E21 ALT. LOCK RAIL 2.505 2.613 2.505 2,613 1.892 w w r" wi x x i s .o65 NP. c x x F ��I PRODUCT REVISED o as 1.000 F�.991 �7.737 ( } 2.195 BuildigICdewith the Florida VUNOA-No. 17-0918.09 a o3.237 1,015 � z z z z Expiration Dat /22/2020 E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) , By F ' 811 1.043 1.025 Miami-Dad roduct Control O y o ma'o 0 Es HANDLE RAIL O c 171117I i1 i91 f/> 2.505 ♦\\`��® �� 2.505.065 NP. .055 TYP. \ U,gN / m a o 1,015 1.015 1.395 a O. 892 .745 1.000 0 °• ® �5 7E O� ��< ; drawing no. 1.745 102 0244� 1.015 - � . r Rt 612 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) E7 SASH RAIL sz PRODUCT REVISED o as complying with the Florida Building Code o / NOA-No. 17-0918.09 m 3 Expiration Date 09/22/2020 ® zIN M R a Ir / By /- __.�. Q g tmv a_ /% S2 Miami- able roduct Control o 0 vy � � I ® acp �°�i 03 ® b, h0 No G ' Q � � LL LL Z N e m Z M 2 w I Qwm � � FRAME TOP CORNER c rn , 3 'n 3 N L N VENT TOPL070M CORNERS S2 0 oM 0 n w z � z -j o � i VI N VI N W yU V V V O O O O I Z 2 z Z C O P N O O O O G `�y4 E77 d19//' O FRAME BOTTOM CORNE PoH ® e o \ P8$M - n _ J r OF 4u- drawing no. 'lAS P, h} •� �- a cei a u.i FIXED MTG. RAIL CORNER 0, AL Sheet 11 of 11 M IAM I-DADE I NJ 1AMI-DADE Cowry E m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy CGI Windows and Doors,Inc. 10100 NW 25`h Street Miami,FL 33172 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 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 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 "Targa 7100"White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05/15/13, with revision E dated 11/13/17, prepared by Al- Farooq Corporation, 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 Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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. 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 No. 15-0512.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MlAM40ADE couNrr NOA No. 17-1011.10 Expiration Date: February 20,2019 Approval Date: December 28,2017 (tit Pagel CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.08) 2. Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05115113, with revision C dated 04/03/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15 and CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. p_. f Manuel`Per z,P.E. Product Control EiaRfiner NOA No. 17-1011.10 Expiration Date: February 20,2019 Approval Date: December 28,2017 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame single hung windows, prepared by Certified Testing Laboratories, Test Report No. CTLA-3032W dated 10/17/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 14-1222.03) 5. 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame single hung windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014638P, dated 09/28/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014). dated 11/13/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-1222.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). VII 4E � Manuel Per , E. Product Control Eka�r NOA No. 17-1011.10 Expiration Date: February 20,2019 Approval Date: December 28,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. 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 12/11/1S. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest, dated November 14, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-1222.03) 2. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-1222.03, issued to CGI Windows & Doors for their Series "Targa 7100" White PVC Single Hung Window - L.M.I., approved on 03/26/15 and expiring on 02/20/19. Manuel Pere , E. Product Control E m' er NOA No. 17- 1.10 Expiration Date: February 20,2019 Approval Date: December 28,2017 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-23, titled "Series `Tanga 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05/15/13, with revision E dated 11/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 08/30/17 revised on 11/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.06, issued to CGI Windows and Doors, Inc. for their Series "Targa 7100" White PVC Single Hung Window - L.M.I., approved on 09/03/15 and expiring on 02/20/19. Manuel Pe z, .E. Product Control - 11xa ner NOA No. 17 .10 Expiration Date: February 20,2019 Approval Date: December 28,2017 E-4 53" 53" 53" f 1 O INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH —� 4 n 48 9/16' 48 9/16" 48 9/16' r7 D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) D.LO. (FIX. LITE) Z Wr FALSE MUN-I NS - O_ !- z A A7 (SURFACE APPLIED) 2 °' n < 5 CP^,ONAL TTT y, Q r. 0 I ( O W N` m O a E Cc, � W X /X V 'c u v LOCKS •/ xl=� -- j= ____= x �. I, % z C'R M r- s < C') r < T < r I 1 6 �� c� u $ n 1� I� s FLj Q tdq o 4 7•ii min s II 6J N ¢ O 1 Q tt �I II I 2N J P TM . II � W [! _ � I CD I .I N �1 [V N LOCKS J N dN ILIZ M E. '- r E _JI II ^ II \.< �. Et �I \e o i 1 * \Xm f OU f[ IZ -- __ -<i IZ `m. o 'm w 6 i o+� � Iz m lc� m w n � II - ___�__ ,f M x � I M x . _ v 1 gl rn r` r 't 0 it it �I L r a O f�I/ r r .t o \ O r= M Z n 1 M Z M /Lt M Z M > > d ct / > d C2 / m � 'I �ii n 'L"I v 5 I I 1 �•� I I. � � n E. 11 0 0 p d 3 O W N ( N r 1 0 rr FALSE MUR?MSLLJ � x -H (SURFACE A.°PLIED) 47 1/16" I Qz 47 1/16" z 47 1/16" �IEz c� C LL MAY BE USED D.LO. (VENT) ioh° D.L.O. (VENT) 'O D,LO. (VENT} LI¢e °- O 2 v o 50 1/16•- U 50 1/16" u 50 1/16" I U 3 N b VENT WIDTH VENT WIDTH LOCKS VENT WIDTH < 0 rn 3 FLANGE FRAMES FLUSH FRAMES FIN FRAMES < ZLj- SERIES `TARGA 7100' : LOCKS c= WHITE PVC SINGLE HUNG WINDOW TYPICAL ELF ATIONS (1) PER VENT FOR WOW, W. UPTO 25" AT MID WIDTH (J p 4 (2) PER VENT FOR WOW. W. ABOVE 25" ! DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER AT 7" FROM EACH END 0 iI CHARTS SHOWN ON SHEET 2. n APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER I EI"m w WINDOW TYPES IN MODULES OF IWO OR MORE WINDOWS USING DAYLITE OPENINGS: ' w I M!AMI-DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. DLO WIDTH = INTERIOR FRAME WIDTH - 4.4375 (FIX. LTTE1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. _ - m LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL DLO WIDTH = VENT WIDTH - 3.0 (VENT) WILL APPLY TO ENTIRE SYSTEM. SHUTTERS ARE NOT REQUIRED. m ao w WINDOW HT — 7.750 ° a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - . DLO HEIGHT (EQUAL LITES) P.i'w o a REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA 2 > ��o ml BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE LAMINATED GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS (" oINSULATING LAMINATED GLASS I - " TO THE BUILDING STRUCTURE m g° LARGE & SMALL MISSILE IMPACT f ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS � c ¢ moo w AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE PRODUCT REVISED \11 BI11 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INDEX OF DRAWING as complyingwith the Florida ♦��AT1® AuL'g',Jt//� -- n SHEEP No. DESCRIPTION Building Cede � �j� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. "7� -' 1 GENERAL NOTES, FLANGE, FLUSH & FIN FRAME ELEVS. NIOA-No. 17-1011.10 `� ��:•'�E^ENgF �n „ a ALL SHIMS TO BE HIGH IMPACT, NON-ME-ALLIC AND NON-COMPRESSIBLE. 2 WINDOWS CAPACITY CHARTS Expiration Date 0212012019 o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MDAL SCREWS, THAT 3 GLAZING DETAILS a �ly, .7 92 a COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 4 & 5 FLANGE FRAME DETAILS REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 6 FLUSH FRAME DETAILS Miami ade Product Contr THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 7 FIN FRAME DETAILS hh_ i O FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 8 BILL OF MATERIALS � � 6 '�rr 8 OF �g� drowing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 9 EXTRUSION DETAILS f i�� FC RIOP �� WATER INRTTON CONDI ONSL RA SHOWN NANC S DRAWING ARE TO BE ANALYZED SEPARATELY, 10 E ETC. VENT AND FRAME CORNER CONSTRUCTION DETAILS �i�a��e �� W 13-23 AND TO BE REVIEWED BY BUILDING OFFICIAL. ��114l1lllltt` sheet 1 of 10� EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH � I5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES Ulri DIMENSIONS 'A', 'AL', 'B', 'BL' 'C', 'CL" DIMENSIONS 'A', 'Al', 'B', 'BI' 'C', 'Cl, m �3 n Ij/ WIDTH HEIGHT EXT.(+) 1 Ni.(-) EXT.(+) 1 NT.(-) I WIDTH HOGHT EXT.(+) j f M17:(-) EXL(+) j 1 Nil(-) Zz 18-1/8' 80.0 50.0 70.0 j 75.0 I �� 60.0 60.0 I 70.0 75.0 W n 25-1/2" 60.0 j 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 ! n. o 36" 60.0 j Bolo 70.0 75.0 ' 36" 50.0 solo 70.0 ' 75.0 j ji Q w N� 0 I U 1 41" 25' 60.0 60.0 70.0 75.0 ' �� f 41" 49-5/8" ! 600 60.0 70.D T 75.e f 47" 50.0 60.D 70.0 75.0 �I 1 LU 47" 11-6600EI)-000 60.0 70.0 75.0 �I O1- •' 52-1/8" I 60.0 60.0 70.0 75.0 =I j) ��I 52 /8" 60.0 66.3 66.3 it I UU)n 5� 50.0 60A 70.0 75.0 I(I I 53' I 60.0 64.7 54.7 CrO �M _60.0 60.0 70.0 75.0 ICI I 18-1/8" 60.0 60.0 70.0 j 75.0 j yC6 0I 4 25-1/2" 60.0 60.0 70.0 75.0 I ji 25-1/2" 60.0 60.0 70.0 75.0 - ,�f 6 W 36" 60.0 60.0 70.0 75.0 I I i / ( 36. 58" 60.0 60.0 70.0 75.0 �_z,w j Q: OZ 41" 37-3/8" 60.0 j 60.0 70.0 75.0 I Iil 41' Bolo Bolo 70.0 7s 0 m sh�`� j j Q w p n._ 0 b 11 III ijU. zo " mll 47" 60.0 j 60.0 70.0 75.0 47" I Bolo 50.0 70.0 73.5 - y E5 L ' 52-1/6)" 60_0 60.0 70.0 75.0 18-1/8" 60.0 60.0 7C.O 75.0 i �, Q cZa CMS 53" 600 60.0 70.0 75.0 EQUAL LITES 25-1/2" 52" 60.0 60.0 70.0 75.0 UNEQUAL LITES (ORIEL TYPE) O 60.0 60.0 70.0 75.0 I 36" I 60.0 60.0 70.0 75.0 j^ 25-1/2" 60.0 60.0 70.0 75.0 41" I 60.0 60.0 70.0 75.0 N 36" I Bolo Bolo 70.0 75.0 18-1/8" 1 60.0 60.0 70.0 75.0 41" 49-5/8" 6C.0 60.0 70.0 75.0 25-1/2" 73-1/4" 6D.o 60.0 70.0 75A m 47' 60.,0 6G-3 70.0 75.0 I 36" 50.0 600 70.0 75.0 ii I V 52-1/8" 60.0 60.0 70.0 1 75.0 1 18-1/6" 76„ 60.0 60.0 70.0 75.0 F 3 00 I 53" 60.0 Bolo 70.0 75.0 25-1/2" SOX 60.0 70.0 ?S.D =I Q w 18-1/8" 60.0 60.0 I 70.0 75.0 ' 25-1/2" 60.0 60.0 70.0 75.0 36° 60.0 60.0 70.0 75.0 • o h 11 41" 58" 60.0 60.0 70.0 75.0 j 3 N 47" 6o.o 60.0 70.0 75.0 M 52-1/8" 60.0 6o.0 70.0 75.0 53. 6C.0 60.0 70.0 75.0 f ~ C) - n 18-1/8" 60.0 60.0 70.0 75.0 ' 25-1!2" Soo 60.0 70.0 75.0 !NTERIOR FRAME DIMS I 36" 60.0 j 60.0 70.0 75.0 n�O 41" ( 62" 60.0 60.0 70.0 75.0 ' 47" Solo Bolo 70.0 75.0 PRODUCT REVISEDas complying with the Florida 52-1/8" 60.0 60.0 70.0 75.0 ° Building Code 4I w im i . 53' 50.0 60.0 70.0 I 75.0 �� i NOA-No. 17-1011.1 O f SB-1/8° 50.0 60.0 70.0 75A FLANGE FRP,ME E iration Qate 02/20/2019 I Ev w 25-f/2" 60.0 60.0 70.0 75.0 - By 36" 60.0 80.0 7C.0 75.0 I �,`v n INTERIOR FRAME DIMS Miami de Product ott,- 73-1/4" .y Wlv �j� 41" Bolo 60.0 70.0 75.0 Grp z v z m 47" 60.0 60.0 70.0 75.0 NOTE: 52-1/8" 60.0 j 60.0 70.0 75.0 GLASS CAPACITIES ON THIS SHEET ARE 53" 60.0 60.0 70.0 75.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o ^ o o ^I / AND FLORIDA BIALDING COMMISSION s 0 0 i8-1 8" Bolo Bolo 70.0 75.0 0 f 25-1/2" 60.0 60.0 70.0 75.0 DECLARATORY STATEMENT DCA05-GEC-2190 36" j Bolo Bolo 70.0 75.0 FLUSH FRAME ♦X11U,171P!/j_ � �I 41" 76" Bolo 60.0 70.0 75.0 ♦ ' INTERIOR FRAME DIMS `♦ CEed :� '� ,n o o 47" Bolo Bolo 70.0 75 1 _ 52-1/8" 60.0 60.0 70.0 75.0 �•:•L1 S ® � � 53" 60.0 60.0 70.0 75.0 - 0.70592 [:II S YE OE drawing no. FIN FRAME RIOP.• ' .` llftjif�l�♦ sheet 2 of'IO 3/10" ANN. GLASS U_ • 075' Interlayer p Saflex CP With PET Core s!\� Inil OR Eastmon Chemical Co.' 3/16" HEAT STRE.N'D GLASS 13 .090" Interlayer z Saflex Clear And Color Glass r3/16" HEAT STREN'D GLASS .075' Interla er O Z g Y By 'Eastman Chemical Co.' \ y W tt I OR , Saflex CP With PET Core .0,90" :nterla er N .090" Interlayer y By 'Eastman Chemical Co.' a Q E Saflex Clear And Color Glass 0 o SentryGlas oR O Cq o 'Eastman Chemical Co.'' c t !{ o w N m ' By Kuraray America, Inc.' QR r Sent" Interlayer iI Q. w OR �.090" Interlayer BySent rcr C 4 090" Interlayer Trosifol PVB By 'Kuraray Amerce, Inc.' C11: By *Kal PVBray By 'Kuraray America, Inc.' - ' I� � V N tt,, II By Kuraray America, Inc.' (= 0 Illy 0 La 1, _ a: 3/16" ANN. GLASS d�w ' I' —3/1 6" HEAT STREN'D GLASS d y �3/16" HEAT STREN'D GI—SS a�I IX IX . I . SILICONE z N 7. SILICONE z Im , iI � N 1 GE 1200 IL, SILICONE G Z 0 I `.i i4 GE 1200 N it�I GE 1200 DOW CORNING 899 nLIJ i� DOW CORNING 899 `;� g 'I' DOW CORNING 899 LL Z W LL o DOW CORNING 995 \ r: f DOW CORNNG 995 \ L If ,I i Ijf p I_ DOW CORNING 995 502 2 II u u r/ z 4M IVA \ o AT 1/4 POINTS ON LITES a AT 1 4 POINTS ON L`TES E \ rl�r� 70 D_ W \ I 0 W 10 AT 1/4 POINTS ON L1TES U VVVII WIDER THAN 36" k -, � WIDER THAN 36" u �f�� WIDER THAN 36" C W E GLASS TYPE `A' GLASS TYPE `B' W GL4SS TYPE C' 7,/16" OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 3 I O 1 O L.2 .I & S.tvl.t.) wof x 1-1/8" ANN. GLASS V, 11 a O = N o 075" Interlayer r a: Saflex CP With PET Core 3 N By 'Eastman Chemical Co.' n O r7 rn OR 1/8" HEAT STREN'D GLASS -0 .090" ;nterlcyer ¢ Z L� Saflex Clear And Color Gloss v1/8" HEAT STREN'D GLASS 7 3 0 By 'Eastmon Chemical Co.' 1 w o OR .090" Interlayer .075" Interlayer 1/2" AIR SPACE 1/2" AIR. SPACE Saflex CP With PET Core .090" interlayer Saflex Clear .And Color Glass N U r 1/2" AIR SPACEI SentryGlas By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O \ By 'Kuraray America, Inc-* 3 16" TEMP. GLASS, OR 1 / ' 3/16" TEMP. GLASS .090" Interla er 31 16" ANN. GLASS 0 A90" Interla layer Y OR , .G90" Interlayer \ ' Trosifal PVB y By 'Ku PRODUCT REVISED Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' as complying4 m 3/16" TEMP. GLOSS \ ` d with the Florida 1 W LL w By 'Kuraray America, Inc.'' ` Building Code 1/8" HEAT SIREN'D GLASS 1/8" HEAT STREWD GLASS NOA—too. 17-1011.10 a e-1/8" ANN. GLASS �m \ d �w Expiration Date 02/20/2019 F� I� w cIzl m 1 SILICONE � � I SILICONE 1 SILICONE z_ ,i � GE 1200 _ m ,� GE 7200 By o a 5 _ N DOW CORNING 899 N w W ¢lo z Mn GE 1200 g I " DO'W CORNING 995 I jl j DOW CORNING 899 z c zl N DOW CORNING 899 \ .I Miam Dade Produc ant of E V DOW CORNING 995 f DOW CORNING 995 \ U ?I 11 \ Ij "1j1 XL EDGE SPACER O '! � !� XL EDGE SPACER ST. STEEL BY 'CARDINAL' j 11 U U f7 ST. STEEL BY 'CARDINAL' jI h II OR I II XL EDGE SPACER I `� 0 o f f II Il II ST.. STEEL BY 'CARDINAL' Q• ❑ OR 0 ❑ DURASEAL BY 'QUANEX' > e b o c DURASEAL BY ' UANEX' W OR O SUPER SPACER BY 'QUANEX' �+ a DURASEAL BY 'QUANEX' x OR i c O �� OR W \ SUPER SPACER BY 'QUANEX' a \ W tyll11i4rye O W SUPER SPACER BY 'QUANEX' SEC n��n AT 1 4 POINTS E' n�In POINTS H \Ir—Ir�f� W 10 ALL SIZES W 10 AT 1/4 PO N,_ yC 10 AT 1/4 POINTS ALL SIZES \ ��_•�,tGEN$F"•.;®/�� n u a W ALL SIZES GLASS TYPE 'Bl' GLASS TYPE `Cl' _ n GLASS TYPE `Al' 1" OVERALL INSUL LAM. GLASS 1' OVERALL INSUL LAM. GLASS e No.ZfYsg3 u a>, 1" OVERALL INSUL LAM, GLASS — I = a ° V N 9 a (L.M.I ON — OF ��0 drawlnc no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING `p n _� /�� R?DN.•'•��`�� tAtq �_rDZ EXTERIOR PLY OF GLASS TYPE 'Al' MUST BE TEMPERED. t`VU y xp 6 2� _',< ///y�®®�� `�� Yt I ... G.J eeee/ell??t�tx sheet 3 ot101 r` WOOD BUCKS AND 'METAL STRUCTURE NOT BY CGI WDW. n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM t NI e' AND TRANSFER THEM TO THE BUILDING STRUCTURE, I " z�p ` b A (J . TYPICAL ANCHORS: SEE ELEV. FOR SPACING f 1/4" DIA, TAPCON BY 'MV' (Fu=125 KSI, Fy=1DD KSI) { 0 a d OUI ��— t/4" DIA. ULTRACON BY 'ELCO (Fu=177 KSI. Ey=155 KSI) �I fL F —❑��I 1/4 DiA. AGGRE—GATOR BY 'ELCO' (Eu=e5 KSI, Fy=57 KSI) 0 o m a � Ea INTO 28Y WOOD BUCKS OR WOOD STRUCTURES v I 1-1/2" MIN. PENETRATION INTO WOOD (JAMBS) O' sir pao ¢ ° I —1/1 1BY BUCKS INTO BLOCKS II O ^� E� —1/ 4" MIN. EMBED INTOO GONG. OR BLOCKS (JAMBS) , 'll II I f[ Yl 7 LL DIRECTLY INTO CONCRETE OR BLOCKS ; LL Z it _ m li ! 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) I c tOC J 'iI l w a, r III' L14 SMS OR SELF DRILLING SCREWS GRADE 2 CRS` I I 'll it fi (- J O a INTO MIAMi—DADS COUNTY APPROVED MULLIONS o OR II � I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) v (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE III S ALUMINUM: 1 j8" THK. MIN. (6063—T5 MIN.) a, Ii iil I�I'iI ze STEEL: 1/8" Tl;K MIN_ (Fy = 36 KSI MIN-) iI O �i li II II! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II 10of X TYPICAL EDGE DISTANCE j � � co O Mr = INTO CONCRETE AND BLOCKS = 2-1/2" MIN. m E1 Eta a INTO WOOD STRUCTURE = 1" MIN. o 3 N g W B s 4 INTO METAL STRUCTURE = 3/4" MIN. ¢ O M O WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a r z CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. — n I I, � !. - z C—SO HOLLOW/FILLED BLOCK AT JAMBS f'm = 2DOO PSI MIN. „ III p_ J U E1S IIIII Ii II F WEEPHOLEG:. O I' IiJ a 2 I o w Wt = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH Nli iyl r END WITH PLASTIC COVERZ. Iw,m e I'lllj W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END I olo N o oI n'ii Eta W3 = 1/8" X 1/2" WEEP SLOT AT 3-1 /4" FROM EACH END jI k�1= � R, . a .IaI SEALANTS: m z E1s ALL JOINTS AND FRAME CONNECTIONS SEALED WITH f f 4 1 1e SILICONE SEALANT. ; SPRING LOADED LATCH T+ m S o m sa OPTIONAL TO SWEEP LATCHFLANGE FRAMES ; o < m to a w ' ( ; ) uMlr MAX. LOADS TO fsa PSF as co mmIDCT REVISED = �/ II �U Eto as complying with the Florida �p t V I111, 0 Building Code 13 Ee - NOA—N. 17-1011.10 ��x �I •A.H.A'A�'7��i — ��' Expiration Date 02120/2019 m\ \ F e a de ° _ °. Miam ade Product Co tr 1 e 7 j u 2 t d d '° a \ O .5 drawing S'P O P`qq< wing no. p dra Z .a s'.. °a d#:t.y I C1 LgSr��i �Y• ICE•••`�0�� YY t J-23 ®�int11�91% �� sheer 40 1/4" MAX. INTERIOR FRAME WIDTH 1/4" MAX. I \f SHIM O SHIMS 'n,v�J M9 TYPICAL ANCHORS TYPICAL ANCHORS TI SEE ELEV. G_ SEE ELEV. 1 I FOR SPACING = n FOR SPACING III � w QWN0 N NI Jo � �II 1 v I C c~i a_ h �i II J /1 I 0 =W � _:-�Nj_\7'% 4� Q a n o m l / � c 0 0 t i 1 - - ---_ --- _- - - --_ - - ----- N.. .. .. .. -. .. .. - _ .. .. .. .. .. .. I / N M W J es EXTERIOR w w r LMETAL D.L. OPG STRUCTURE - 1BY WOOD 13UCKS I iI m SEE NOTE ON SHEET 1 I = 1/4" SHIM INTERIOR FRAME WIDTH 1/4" MAX. MAX. 44 ^ I SHIMS 3 i O _ E13 ,i4 7 a O o 46 TYPICAL ANCHORS 0 ` LFOR ELEV. SPACING4 � '_ i� Ii O m U ❑o _P CZJ h CD o 3 A ❑ J� y,I ° ❑ K � 0 < uI� N 3 I,� N U �G H - ll � b TIT-_ TYPICAL ANCHORS J PRODUCT REVISED w' r SEE ELEV. as complying with the Florida FOR SPACING Building Code MIAMI-DADE COUNTY _ NOA-No. N N x APPROVED CLIPPED MULLION0,�o'w 0 a & MULLION ANCHORS Expiration Date 02/20/2019 c SEE SEPARATE NOA \ P U ¢ V INTERIOR FRAME WIDTH r____lV---' INifft10R FFJ+ME ri96TH By Zi wo ale Mia i Dade Pro uct Co 1 z z r•----� II I I ❑i 1 I I I �JLJL� I o FLANGE FRAMES �; o a o Q 0 U W C/ _ .._.._.._..___.._.._.._..-.._. �� — -- -- ---- - - ,.®• TA OF fee drawing nc. p , 0TYP ;Iv0 SEEICAL ELEV.NFORRSPACING U8 � U 2'�'iNjll 11�� sh==t 5 of 10 FLANGE AND FLUSH FRAMES CAN BE �� N 4 Q USED AT ALL ANCHORAGE CONDITIONS. Z M 3 OZ n' n � n do ° ..n d. n..n z.. <. 1 4" MAX. 1NTERIDR FRAM€ WIDTH MAX. Z N \ S INTERIOR FRAME WIDTH I 1 4" a� SHIMS e SHIMS 0 .i w c .41 E21 1 NB E 1 E13 Q u6 Q f a I'- 'I Al �o t v n'Ili� I � c^ O > m �L w " oI j [�',9 ' p I q C Z 1 i lii . 4.I �� i� `01n1 1. �i a W N: Oil M 2 7 C Qwmf I- lia I' ❑ IIlaEXTERIOr us 7s u1< if !I L N. - 1•l6 Ii'i :: m o O Ili ',I / ' TYPICAL ANCHORS TYPICAL ANCHORS, z I Q L x L SEE ELEV. FOR SPACING SEE ELEV_ 11 V co s- �. .. U OW, Q FOR SPACING b�I p 2 O x o N Ett r R E16 < 3 N M e l W MIAMhDADE COUNTYO E12 '- APPROVED CLIPPED MULLION ¢ O M m _ o x & MULLION ANCHORS Et7 r0 SEE SEPARATE NOA� f fy � �NI Ilf i INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH II U C :� F II� Ijl ilj I r r_____-7 j � E15 I I ill; F- Al I i I OI o w I oa � I I ❑oo fE` J f �iil of _: I L ri PRODUCT REVISED w = � III I as complying with the Florida 5 I II ! y I I 1 I, Building Cede I o " o NOA-No. 77-1017.9f2 01 1� o !I I� L O' I I ILJIO�i m I .I Ii r0 Ex irati Date 02l2012099 �y Ell. I: I _ _ y rc z 1 a :� C I I I i i r BY Mia. ! ado Produc Cont ! 1 L7 a 0c, 1 1 fn8 TYPICAL ANCHORS FLS i UH FRAMES o o to -i5 - i OIE a oio w SEE ELEV. FOR SPACINGO E SPRING LOADED LATCH `\1I1V1 EI/ OPTIONAL TO SWEEP LATCH 13 L----i�� E- LIMIT MAX. LOADS TO t60 PSF00 e e Q a i N N Q de ' if o ° a d OF '��y�� dr8Wl0 9J f C� 1, ' �,,��' *"*' � Wi —23 ///I NA \a\\` sheet 6 of 1 0 U M N M TYPICAL ANCHORS: IZI FIN FRAMES: SEE ELEV. FOR SPACING li w a #B SMS/WOOD SCREWS (GRADE 2 CRS) f l C u� c m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n 7-1/4" MIN. IL PENETRATION INTO WOOD o F �. 3/4" MIN. EDGE DISTANCE I0E7, ❑ M E; C �Sw A2 �'� 0xaM of h Cane 4 ILA o Z 0 it I E10 a 5Z � N 7/a" MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTFI 7/4' MAX. 99 I f t 1111 SHIM GAP SHIM GAP {�, Z O li EI6 !II ICI 3/4" MIN. 3/4" MIN. '� Z M E w /1 Q w V j I�` Ili ''EL) o I E73 20 94 M4 Ea .I M 6 ~ nl . L'J I. IIj FOG GE 3 O 1,DI ( III �rl ST. ' _ ^ Y XI i = ' lull (� � ��U❑ I / �' -� � PII � �V E > u17 i) f E77 E18 B E72 r O ?� m E-+ 0I llUll U • 'a / U N o— a 4 Il� li to Es EXTERIOR us Eta 74 IN its li II ll T1 rICAL ANCHORS = TYPICAL ANCHORS SEE ELEV.— p SEE FLEX. FOR SPACING II JI r FOR SPACING w! ! PRODUCT REVISEDas complying E15 I�I� it I ''c74 g Code the Florida Bu€ldin i!° NOA-Na 17-1011.10 o n Z w Z Ex irat3on Date 02/20/2019 U U a By o�c zIJ zl, pg Q Miam' a Produ : ontf0 14 l rri v a n i O FIN FRAMES us o _ a o C2 5 f!f Icla a o o w SPRING LOADED LATCH uiJ OPTIONAL TO SWEEP LATCH ``Y �. �, LIMIT MAX. LOADS TO ±60 PSF ``` � ....... . 70593 OF el drawing no. W13-23 'fill �A' �� sheet 7 of 10 CODE PAR: No. DESCRIPTION MATERIAL MANUF. REMARKS Lu J 'El CGI-1000 EOUAL LEG FAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. `4ft I ryl E2 CGI-1001 EQUAL LEG FRAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. E3 CGI-1002 EQUAL LEG FRAME SILL FVC DECEUNINCK NORTH AMERICA LLC. z g m J E4 CGI-1013 FLANGE FRAME 'HEAD PVC DECEUNINCK NORTH AMERICA LLC. I O Z M N G E5 CGI-1014 FLANGE FRAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. Q N a' E6 CGI-1015 FLANGE FRAME SILL PVC DECEUNINCK NORTH AMERICA LLC. I Q; p ti m 10 E7 CGi-1018 FIN FRAME HEAD PVC DECEUNINCK NGRTH, AMERICA LLC. Q m N III a. aWij j ES CGI-1 C19 FIN FRAME JAMB PVC DECEUNINCK NORTH AMEBIC?. LLC. p !F E9 CGI-1020 FIN FRAME SILL PVC I DECEUNINCK NORTH AMERICA LLC. O t N I E10 CGI-10C3 SCREW COVER PVC DECEUNINCK NORTH .AMERICA LLC. p `� I! Et t CGI-1004 FIXED ME-FTING RAIL PVC ! DECEUNINCK NORTH AMERICA LLC. 2 X N E?2 CGI-1005 LOCK RAIL PVC DECEUNINCK NORTH i,MERICA LLC. li � LO E13 I CGI-1006 SIDE PAIL PVC - DECEUNINCK NORTH AMERICA LLC. 100 E14 CGi-11007 LIFE RAIL PVC DECEUNINCK NORTH AMERICA LLC. j Ei Z o M E15 CGI-1008 IG GLAZING BEAD PVC , DECEUNINCK NORTH AMERICA LLC. ` .3 VI W 10 E16 CGI-i025 17/16" MONGLTHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. � aO � E17 CGI-802 MEETING RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER ! E18 C01-807 LOCK RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER m E19 CGI-800 LIFT RAIL REINFORCEMENT 6005A-T5 ' CGI EXTRUDER \ U iv C ( I E20 I CGI-801 SIDE RAIL REINFORCEMENT 6005A-T5 CC! EXTRUDER � 1 � E21 CGI-1023 JAMB ANCHOR REINFORCEMENT 60O5A-T5 CGI EXTRUDER �j G L E22 CG!-1026 FRAME REINFORCEMENT SMALL 6005A-T5 CGI EXTRUDER i 6" LONG AT MTG_ RAIL E23 CGI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6" LONG AT MTG. RAIL i Q L x U M1 SCS 1200 GLAZING SILICONE (1/2' X 3/16" BEAD) SILICONE GENERAL ELECT!C M2 DOW 995 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING o pl N M3 DOW 899 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING n 0 r:> M4 Ultrclift SPIRAL BALANCE CALDWELL OR EQUN ATTACHED WITH (1) #8 X 1-1/8" FH SMS I C Z ILL M5 21 B137 BALANCE SHOE (FOR SPIRAL BALANCE) CALDWELL OR EQUIV E; 0 o M6 Rclier Tilt Fife CONSTANT FORCE BALANCE CALDWELL OR EQUIV ATTACHED WITH(1) #8 X 5/8" FH SMS u _ O— (J O Q w M7 RT880 BALANCE SHOE (FOR CONSTANT FORCE BALANCE) CALDWELL OR EQUIV �- i M8 16Y513 PIVOT BAR ' CALDWELL OR EQUIV ATTACHED WITH (2) J'8 X 3/4" PH SMS M9 6.13.32.1,01(102) TILT LATCH TRUTH OR EQUIV ATTACHED WITH (1) #6-1/2" FH SMS M10 j - SERING BLOCK, 2 PER LITE EPDM - DUROMtEER 85±5 I M11 - 70-10044 -SWEEP LOCK CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS m o z Gm M12 70-10045 KEEPER CGI CUSTOM ATTACHED WITH (2) #6 X3/4" FH SMS I M13 146-?A j 'KEEP HOLE COVERS PVC CGI-CUSTOM PRODUCT REVISED ° o� as complyingwith the Florida M14 W43291 NW .187 x MO WEATHERSTRIP PILE W/ CENTER FIN - WOOL ULTRAFAB < S Building Code M15 70-10002 SPRING LOADED LOCK, 4" LONG 6063-T5 CGI CUSTOM - NOA-No. 17-1011.10 mZ w o'a o .1z1. M16 PROTECTO WRAP WATERPROOFING OR EQUIV. AT FIN FRAME Expiration Date 02'2012019 M17 W2315NW .187 x .150 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFA9 By m * ? n n M18 W23221NG .187 x .220 WEATHERSTRIP PILE W/ CENTER -FIN WOOLULTRAFAB lN , f. o oN G o c j io = o o - S3 # 8 X 3" TRUSS HEAD SMS - MEETING RAIL ATTACHEMENT 4 PER MTG RAIL I 10 < m o o u S4 I# 8 X 5/8" FLAT HEAD SMS - CONSTANT FORCE BALANCE - \\\tiIIIFFI//t/✓✓ i�I(� S5 ( # 8 X 3/4" PAN HEAD SMS - PIVOT BAR �- \��\\��'��•��u�yq��G� S7 # 8 X 1-1/8" FIAT HEAD SMS - SPIRAL BALANCE o S8 ,# 6 X 1/2" FLAT HEAD SMS - TILT LATCH � � ez 35E2 � a e WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, v` EXTRUDER NAME, CRY, STATE AND 'MDCA'. �� 0 I � EOF ' �� drawing no. 4........D.: �0�; W13-23 ��✓��®®d��hl�\\� ` sheet 8 a! 10 =4w 3.824 E F--,- o--1.715 3.250 .07� -156-�h�9.195IM A60 Q .C60 ( Z �r � 2.719 r-, 1 CI bI L_I I ( 675 V .600 3.250 LaUl 100 oQQ, Wc�W `QJ-- m o1� � �} O 1.418 � 3.824 Qp7Z/ r .075 �.242 1.500 E,2 E a a ; I O VENT TOP RAIL TOP PAIL REINFORCING 7.404-=f .500 .060� 1.569 If 3.824 f=- 3.250 i © mo so p E Q d 5 2.715 I IP L14G-� I 9� G G 'I' E4 FLANGE FRAME HEAD FLANGE FRAME SILL E5 FLANGE FRAME JAMB (,I v 1 I ¢ f Q � 2 O No 1.41a 1 ' So 705 Z c4 : o F 3.824 A D�Q 1.125 070 I'� o 1 I3.250 I 1.904 Iris�o� � j �1 .125 Q W Cmi F3- .D6D C 1.03C 0 .C60 �I I F .63e t.h8 -�-� '-7 I 3.250 Inp Et4 VENT BOTTOM RAIL BOTTOM RAIL REINFORCING I \F,,3g3.824 II n 2i79177 � IF I II II r � I 1.500 Cl� ?.SeS 1 1.418 .910 I II E O II T-. C W r- 1.904 3824 �II �I�� EK 2.250 I 1.348 1.175 ? G V) 3.2..0 1 58S-" 1.598 L IL 2.219 .070 �I i o pt FLUSH FRAME HEAD FLUSH FRAME SILL IL�I Et O FLUSH FRAME JAMB ,P00� 0 J n 1.721- 1.080 ¢ >- Z n 3.250 ` 3.824 i=- --� I �n O 7.418 �--1.904 Q � ��i I I EJ FIXED RAIL ,G17 FIXED RAIL REINFORCING a c c _ W I o II 'I II i� II 1.625 ) 8 I I D . C�FG a m3 i; N 695 Na F �2.639 3.250 � 3.844 V,125 Ct 07D 1.14-0 cyYr.cn. OIlIo�I'i;iSsa¢n I.z�Wc .2501.41 1.418 9042.219 0EEU L I 2 -�.580 O �.060 .875 ? E RZ x9rs ao ,zw !.2 I rc z z z 1.589--- i �1.904 1.6252.Zi9 E13 JAMS STILE (0)JAMB STILE REINFORCING I b ' I� 3.824 3.250 .060 .o pry o o f 0 FIN FRAME HEAD 96 FIN FRAME SILL E9 FIN FRAME JAMB v < m o w I \\\ 111I1(11(.7T O .759 L -� .286 .875 ( 1.110 .� �N®,NfAk 77•,, f ! .s61 D5D � O FRAME REINF. SMALL �� °140ErtsZ' I N OSo II pI o .342 I .866 1171, .6728 '685 .0351 .64� .ObD 1.202 .070 409 1.150-�{ •'• •70592 °47 060 ®••°. Y OF I drawing W13-23 Eto SCREW COVER GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSU'L. LAM. GLASS) JAMB ANCHOR REINFORCING I 15 SPRING LOADED LATCH E23 FRAME REINF. LARGE 77j ®�11111t\1\�\\ sheet 9 of 10 � I I � 4m13� Pi zl 6Z M WQ C �j O W cv o -Mf-RED WELDED p F CORNERS i p MITERED WELLED Q : y CORNERS � (� �41 a II la ! a X0 O iQ` � zoa I! aW � € �l I O VENT TOP CORNER �l FRAME TOP CORNER i ((( FLANGE FRAMES SHOWN I I I FLUSH & FIN FRAMES SIMILAR p 40' I j I eu i p w N � N XI ° oIN Lc) � � 3 V to O � � Z O c o a f I III �D p � � ( �7,rit r { MITERED WELDED °. III 101 ( 1 CORNERS MITERED WELDED iB`I FIXED MEETING RAIL CORNER I Ic FLU olo CORNERS I 91 FLANGE FRAMES SHOWN o w oiw FLUSH & FIN FRAMES SIMILAR i o i =lo U 6 WIU ¢'V m i y w w o a o METERED WELDED f CORNERS i Ic Na a n � n a 0 N o 0 VENT B070M CORNER f2 o � � nul it. / a 1r PRODUCT REVISED �`� �� • �cENs�' �®//�o � " o as complying with the Florida ` �— 7 iv Building Code o NOA-No. 17-1011.10 o•70592 a a Expiration Date 0212 0/2 0 1 9 FOR - dy�a drawing n0. FRAME BOTTOM CORNER B . ade � "EE•.iI.;I.OIEN•�.•°0\�` aw `` —YI �J� E FRAMES HNFLUSH & Fl FRAMES SMLAR L It sheet10of10 MIAMI-DADE MIAMI-DADE COUNTY - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25`s Street Miami,FL 33172 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 accented 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 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. 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 "Targa 7500"White PVC Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W13-20, titled "Series `Targa 7500' PVC Fixed Wdw. (L.M.I./S.M.I.)", sheets 1, 2, 2.1, 3 and 4 through 8 of 8, dated 05110113, with revision E dated 09/25/17, prepared by Al-Farooq Corporation, 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 DadeCounty 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, city, state, model/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. 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# 15-0512.11 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-1011.17 MIAM-DAD€couN,rr Expiration Date: February 20,2019 iFA ,...9n8 I +f �� Approval Date: January 11,2018 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.05) 2. Drawing No. W13-20, titled "Series `Targa 7500' PVC Fixed Wdw. (L.M.I./S.M.I.)", sheets 1, 2, 2.1, 3 and 4 through 8 of 8, dated 05110113, with revision D dated 04/03/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(k and Super Spacer(k insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont`Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. Manue ere 'P.E. Product Contr l Ex iner NOA No. 011.17 Expiration Date: February 20,2019 Approval Date: January 11,2018 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTENTED) 4. 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 T est per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame fixed windows,prepared by Element Materials Technology., Test Report No. CTLA-3031W dated 09/05/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-1204.07) 5. 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame fixed windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014633P, dated 10/22/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 10/07/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-1204.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pe ez,+P.E. Product Control xa iner NOA No. 1 - 11.17 Expiration Date: February 20,2019 Approval Date: January 11,2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlask (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. 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. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 8, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-1204.07) 2. Approved Proposal issued by Product Control Section, dated 06/10/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 14-1204.07) 3. Test Proposal for the qualification of Butacite©PVB glass interlayer by DuPont as well as Durasealk and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-1204.07, issued to CGI Windows & Doors, Inc. for their Series "Targa 7500" White PVC Fixed Window-L.M.I., approved on 01/26/15 and expiring on 02/20/19. Manuel Pere Product Control Eami r NOA No. 17 0 .17 Expiration Date: February 20,2019 Approval Date: January 11,2018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-20, titled "Series `Targa 7500' PVC Fixed Wdw. (L.M.I./S.M.I.)", sheets 1, 2, 2.1, 3 and 4 through 8 of 8, dated 05/10/13, with revision E dated 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis update, complying with FBC 6"' Edition (2017), dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5'Edition (2014),with FBC 6" Edition (2017),and of no financial interest,dated August 22,2017,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.11, issued to CGI Windows and Doors, Inc. for their Series "Tanga 7500" White PVC Fixed Window- L.M.I., approved on 09/03/15 and expiring on 02/20/19. J Manuel vere ,P.E. Product Contr 1 Examiner NOA N 17- 11.17 Expiration Date: February 20,2019 Approval Date: January 11,2018 E-4 47" 47" 47" y�U tUi INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 0 7 1/8" 7 1/8" 7 1/8" M AX. MAX. "� ro 3 6" MAX. 6" MAX. 6" MAX. Z A HEAD Al HEAD A2 HEAD h HEAD/SILL MAX.S HEAD/SILL HEAD/SILL �_ z m z CORNERS 4 SILL CORNERS 6 SILL CORNERS 7 SILL Z N F W � N d O O t O J ` O U 0 W N x�x II II II II G ~ LL = C =-7tla -----1t-- = C1 = C2 ==rtC===— -- O VI m g 5 I� III C9 6 (9 7 II II G W 0 _ G a a Itc 0 f� a d ap N ¢ \ 0 0 /� N rn ,1 .t _1, Z 0 N unio �I II 0 QIII QW7u. N ¢ m K II II �xm ZN _ M m a Q O Q z Z M Wm117 w !- i B it 81 li B2 it 0 4 6 7 g N U C FALSE MUNTINS m w ¢ m w FALSE MUNTINS a m w _j N (SURFACE APPLIED) 42 9/16•' m m¢ 42 9/16'• ¢z (SURFACE APPLIED) 42 9/16" m ¢z v rn MAY BE USED 1 0 - 0 MAY BE USED - 1 0 �+ i ,n D.L. OPG 1O U D.L. OPG. fO 0 D.L. OPG. °p 0 00 n w FLANGE FRAMES FLUSH FRAMES FIN FRAMES of x u N TYPICAL ELEVATIONS ° =N o THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o i j Ir , SHUTTERS ARE NOT REQUIRED. ; N ro `� 0 SERIES `TARGA 7500' C Z K Z J WHITE PVC FIXED WINDOW DAYLITE OPENINGS: O M DLO WIDTH = INTERIOR FRAME WIDTH — 4.4375" = o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER DLO HEIGHT = INTERIOR FRAME HEIGHT — 4.4375" ti U o g F CHARTS SHOWN ON SHEETS 2 & 2.1. 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING �:?tsU fREG'tSEi.°- w w w m MIAMI—DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. I €;tg,nrtr_sixe LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL �,ai1d4€zeCcae WILL APPLY TO ENTIRE SYSTEM. c,itav+rak3e j rg o � o �raYwu O'atQ � � z z U a w s THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA 1'•'3��i ° "Vo`�e�'C;c,:t. z z BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE LAMINATED GLASS TO THE BUILDING STRUCTURE. INSULATING LAMINATE 2 6 < > r DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS c d o o ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LARGE & SMALL MISSILE IMPACT o — o 0 0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE c D GLASS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. aaalololai' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SHEEP N0. INDEX ODE9CR PITION �o� ��D•'�a°�� r f o ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. 1 GENERAL NOTES, FLANGE, FLUSH & FIN FRAME ELEVS. 2 & 2.1 WINDOWS CAPACITY CHARTS r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3 GLAZING DETAILS o 0592 " COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE e y hi n a REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 4 & 5 FLANGE FRAME DETAILS e e c g t 6 FLUSH FRAME DETAILS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 7 FIN FRAME DETAILS ® °. S A,pg®V' drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 8 BILL OF MATERIALS, EXTRUSION DETAILS ®�° ° S' WATER INFILTRATION RESISTANCE ETC. FRAME CORNER CONSTRUCTION DETAILS �i� ° ®R6®�'°° ��' W13-20 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. '®CBI IIE Baaaa sheet 'I of $ DESIGN LOAD CAPACITY - PSF I mN{ W. WIDTH �U o WINDOW WIDTH WINDOW WIDTH INTERIOR FRAME GLASS TYPES GLASS TYPES GLASS TYPES 1 DIMENSIONS 'A', & 'Al', 'B', & 'Bl', 'C', & 'C1', WIDTH LENGTH EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) = = z Z j 18-1/8" 50.0 50.0 80.0 80.0 - - L 0 F M z 25-1/2" 50.0 50.0 80.0 80.0 - - J w a F Z N a 36" 25" 50.0 50.0 80.0 80.0 - - '!' z Q d 41" 50.0 50.0 80.0 80.0 - - 3 �' 3 O w N O 47" 50.0 50.0 80.0 80.0 J W 58-1/8" 50.0 50.0 80.0 80.0 - - WINDOW WIDTH WINDOW mM1' WIDTH_ WINDOW Q = y n LL 25-1/2" 50.0 50.0 80.0 80.0 - - NOTE: _ _ _ _ V 0 > m WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED r r a K M °o 36" 37-3/8" 50.0 50.0 80.0 80.0 - - VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. _ = _ Q d Q N o 0b 41" 50.0 50.0 80.0 80.0 - - z z z 5 N y O N 47" 50.0 50.0 80.0 80.0 - - �% -� w z LL 52-1/8" 50.0 50.0 80.0 80.0 - - 3 3 3 LL z N -02 m WIDTH 18-1/8" 50.0 50.0 80.0 80.0 - - L J WI J (g tD Q J 25-1/2" 50.0 50.0 80.0 80.0 - - r QwmE � 36" 49-5/8" 50.0 50.0 80.0 80.0 - - WINDOW WIDTH �-WINDOW�WIDTH { WINDOW WIDTH 0 41" 50.0 50.0 80.0 80.0 - - z 47" 50.0 50.0 80.0 80.0 - - F - - � _ U 52-1 8" 50.0 50.0 80.8 80.0 - - c� 1-�� c� o - C 18-1/8" 50.0 50.0 80.0 80.0 - - � % w 'i � 25-1/2" 50.0 50.0 80.0 80.0 - - 36" 58" 50.0 50.0 80.0 80.0 - - 3 UO tj n 41" 50.0 50.0 80.0 80.0 - - 0 u X 47" 50.0 50.0 80.0 80.0 - - ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE _0N 8 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS c� c 52-1/8" - - - - 72.1 72.1 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. d U =N o r rn 18-1/8" 50.0 50.0 80.0 80.0 - - o U Lo N 25-1/2" 50.0 50.0 80.0 80.0 - - ANCHOR SPACING AT GEOMETRIC SHAPES 3 , n ALL ANCHORS ARE SPACED AT ¢ -Up 3 36" g2" 50.0 50.0 80.0 80.0 - - Z J 6" FROM CORNERS/WELDED JOINT ENDS 41" 50.0 50.0 80.0 80.0 - - AND 7-1/8" O.C. o 0 47" 50.0 50.0 80.0 80.0 - - w _ O 52-1/8" - - - - 72.1 72.1 N U O F 18-1/8" 50.0 50.0 80.0 80.0 - - INTERIOR FRAME DIMS O 25-1/2" 50.0 50.0 80.0 80.0 - - 36" 73-1/4" 50.0 50.0 80.0 80.0 - - 41" - - - - 75.0 75.0 47" - - - - 75.0 75.0 52_1/8" _ _ _ - 72.1 72.1 E 0 FRAM w 18-1/8" 50.0 50.0 80.0 80.0 - - FLANGEx z z 25-1/2" 50.0 50.0 80.0 80.0 - - r w 36" 75„ 50.0 50.0 80.0 80.0 - - INTERIOR FRAME DIMS °� z z 1 41" - - - - 75.0 75.0 47" - - - - 75.0 75.0 52-1/8" - - - - 72.1 72.1 NOTE: o a n GLASS CAPACITIES ON THIS SHEET ARE o o N o N o BASED ON ASTM E1300-09 (3 SEC. GUSTS). s o 0 0 FLUSH FRAME ®®mmmc.....re®' PIP QH4f �iJe n INTERIOR FRAME DIMSN8� � 6 [ Cy ® N \ F RLJ JffFR- JI_:.£3 o .70592 o d a a Accc . _,.na-q�I: TR,gE F °��2q� drawing no. ' FIN FRAME 'Q �.� W13-20 �.94u 'rodalcP.(:L'lTCPaa s 4 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4%v v W INTERIOR FRAME GLASS TYPES GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES GLASS TYPES DIMENSIONS `A', & 'A1', `H', & `H 1', 'C', & 'C1', DIMENSIONS 'A', & 'Al', 'H', & 'B1', `C', & 'C1', M WIDTH LENGTH EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH LENGTH EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) Z y"` co i 23" 50.0 50.0 80.0 80.0 - - 23" - - - - 75.0 75.0 Q 2 29" 50.0 50.0 80.0 80.0 - - 29" - - - - 75.0 75.0 L w Z N al 35" 50.0 50.0 80.0 80.0 - - 35" 95" - - - - 75.0 75.0 �• Q IL M G Ifl O 41" 47 50.0 50.0 80.0 80.0 - - 41" - - - - 75.0 75.0 J ' ' 0 W N �" M U 47" 50.0 50.0 80.0 80.0 - - 47" - - - - 75.0 75.0 IL W 53" 50.0 50.0 80.0 80.0 - - 23" - - - - 75.0 75.0 3 p F u 23" 50.0 50.0 80.0 80.0 - - 35" 101 - _ _ - 75.0 75.0 p > M � IL0M c 29" 50.0 50.0 80.0 80.0 - - 41" - - - - 75.0 75.0 NOTE: Q y p p6 d WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 35" 50.0 50.0 80.0 80.0 - - 23" - - - - 75.0 75.0 53,. VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 115 O41" 50.0 50.0 80.0 80.0 - - 29" 107" 75.0 75.0 w = U.47" 50.0 50.0 80.0 80.0 - - 35" - - - - 75.0 75.0 ZVlC53" 50.0 50.0 70.9 70.9 75.0 75.0 41" - - - - 75.0 75.0Oi� QM23" 50.0 50.0 80.0 80.0 - - 23" - - - - 75.0 75.0 Q S '... 29" 50.0 50.0 80.0 80.0 - - 29" 113" - - - - 75.0 75.0 35" 50.0 50.0 80.0 80.0 - - 35" - - - - 75.0 75.0 N 41" 62" 50.0 50.0 80.0 80.0 - - 23" - - - - 75.0 75.0 U 47" 50.0 50.0 80.0 80.0 - - 29'• 119" - - - - 75.0 75.0 C I 53" - - - - 70.9 70.9 35" - - - - 75.0 75.0 59" - - - - 63.7 63.7 0 U) 23" 50.0 50.0 80.0 80.0 - - 3 0 oM 29" 50.0 50.0 80.0 80.0 - of x - 35" 50.0 50.0 80.0 80.0 - - " U V) U C 41•' 65' 50.0 50.0 80.0 80.0 - - °�- 47" - - - - 75.0 75.0 a N N 53" - - - - 70.9 70.9 M M 59" - - - - 63.7 63.7 Z 23" 50.0 50.0 80.0 80.0 - - O L` o 29" 50.0 50.0 80.0 80.0 - - w O 35" 50.0 50.0 80.0 80.0 - - N U O < F 41" 71" 50.0 50.0 80.0 80.0 - - INTERIOR FRAME DIMS 0 47" - - - - 75.0 75.0 53' - - - - 70.9 70.9 Ll 59" - - - - 63.7 63.7 23" 50.0 50.0 80.0 80.0 - - vmi vzi m 29" 50.0 50.0 50.0 80.0 - - N 35" 77„ 50.0 50.0 80.0 80.0 - - FLANGE FRAME g e, 41" - - - - 75.0 75.0 v a < < w U V Q 47" _ _ _ _ 75.0 75.0 m W O o a 531, - - - - 70.9 70.9 INTERIOR FRAME DIMS " z z R 23" - - - - 75.0 75.0 29" - - - - 75.0 75.0 ri 0 m m 35" 83" 75.0 75.0 '-TO `Ut:TREVISED 41" _ _ _ _ 75.0 75.0 wi+s's 6'rtz Pl6Pada •` a - 0 0 0 47" - - - - 75.0 75.0 .F lchnd code o m o o w p,v,c Jo D !"@ FLUSH FRAME q 11°SelOasi® o 53" _ _ _ _ 70.9 70.9 x P ratina Date t d >®® AH L'47 - - - - 75.0 75.0 "y _ ee� ��.•° Bly��•�®/O® o Ln o - - - - 75.0 75.0 INTERIOR FRAME DIMS 14:aEs Dade.rodue:G n ! N \ fe ® o 89" - - - - 75.0 75.0 m 70 $ m ii n 75.0 O ® � S ®[� �2g�e drawing no. FIN FRAME //'��®��Bet�� sheet2•�of $ 3/16" ANN. GLASS 3/16" ANN. GLASS U OR OR 3/16" HEAT STREN'D 3/16" HEAT STREN'D 3/16" HEAT STREN'D M .090" Interlayer .075" Interlayer .075" Interlayer -� 00 Saflex Clear And Color Glass Saflex CP With PET Core Saflex CP With PET Core z m J By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' H z OR OR OR w a .090" Interlayer .090" Interlayer .090" Interlayer ? a o- Trosifol PVB SentryGlas SentryGlas o• ? N o By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q 0 ro U wN 3/16" ANN. GLASS 3/16" ANN. GLASS M 0 Cq OR OR 3/16" HEAT STREN'D FF n 3/16" HEAT STREN'D 3/16" HEAT STREN'D 0 a w a w w O W f7 SILICONE SILICONE t= SILICON d 0 C M °o Io GE 1200 m GE 1200 m z 0 DOW CORNING 899 z DOW CORNING 899 z N DOW CORNING 899 IL 0 N II N II I' w II DOW CORNING 995 Q 0 tj g DOW CORNING 995 g i. DOW CORNING 995 N \ it it \ it it \ II it Lu 7 LL LL z M = M � W02� QwmF � O W M6 AT 1/4 POINTS ON LITES W M6 AT 1/4 POINTS ON UTES W M6 AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" E� WIDER THAN 36" vj W W W \ U o C GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' J 01 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS i (L.M.I & S.M.I.) 00 M Xw Q [If X 3/16" ANN. GLASS 3/16" ANN. GLASS LL -0 F OR OR 3/16" HEAT STREN'D u C 3/16" HEAT STREN'D 3/16" HEAT STREN'D a 0 =N o L0 rn .090" Interlcyer .075" Interlayer .075" Interlayer N C\I i,.1 w Saflex Clear And Color Glass Saflex CP With PET Core Saflex CP With PET Core 00 r1 n 3/8" AIR SPACE By 'Eastman Chemical Co.' 3/8" AIR SPACE By 'Eastman Chemical Co.' 3/8" AIR SPACE By 'Eastman Chemical Co.' -0 N OR OR OR ¢ C Z .090" Interlayer .090" Interlayer .090" Interlayer `- O o -Trosifol PVB SentryGlas SentryGlas w 0 3/16" ANN. GLASS By 'Kuraray America, Inc.' 3/16" TEMP. GLASS By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' (,D 4 OR OR 3/16" TEMP. GLASS N U 3/16" TEMP. GLASS 3/16" ANN. GLASS 3/16" ANN. GLASS 3/16" ANN. GLASS 0 OR OR 3/16" HEAT STREN'D 3/16" HEAT STREN'D 3/16" HEAT STREN'D ? SILICONE � r SILICONE SILICONE w w m Ca GE 1200 m GE 1200 m z z z DOW CORNING 899 ," N m DOW CORNING 899 m DOW CORNING 899 m z a g II II DOW CORNING 995 g II II �. DOW CORNING 995 s II II DOW CORNING 995 y o y N 6 c z 0 II II XL EDGE SPACER ji II XL EDGE SPACER I. I! XL EDGE SPACER jll II ii ST. STEEL BY 'CARDINAL' II ii it ST. STEEL BY 'CARDINAL' II ii it ST. STEEL BY 'CARDINAL' m z w o OR OR OR � zwkzz � DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' p OR p OR 0 OR WSUPER SPACER BY 'QUANEX' W SUPER SPACER BY 'QUANEX' W SUPER SPACER BY 'QUANEX' F F E 0 Q 0 O N O N W M6 AT 1/4 POINTS ALL SIZES W M6 AT 1/4 POINTS ALL SIZES W M6 AT 1/4 POINTS ALL SIZES •) o o 0 0 GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'Cl' 1" OVERALL INSUL. LAM. GLASS 1" OVERALL INSUL. LAM. GLASS 1" OVERALL INSUL LAM. GLASS t14111lijjj 0 (L.M.I ONLY) ®.�`°� o,.��G�®°°° `r° ®c�M i N 0592 O �2 O 0 TAYH®P �` drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ® �° ��'a� EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. °°°0'i®�� tt�°°°\ sheet 3 of $ EDGE DIST. TYPICAL ANCHORS �v v SEE ELEV. 1BY WOOD BUCK FOR SPACING � .'SEE 'NOTE ON SHEET i m 0 n d ° d v d ° a\' " a x STRUCTURE o ME MIAMI-DADE COUNTY APPROVED Z n J n ° ¢ MULLION & MULLION ANCHORS OzQ d a ° e a — d EDGE DIST I � 3 0 � = SEE SEPARATE (.. W � I � N EDGE DIST. m °o � EDGE DIST. Q g ? a a a. 0 IS OW eq a ^� ao cJ ao� ao �in I^^IISI�I 08ym C Q .o a Oo io II II E4 O � 2J TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS In 0 N SEE ELEV. SEE ELEV. SEE ELEV. Q w 0 LL li FOR SPACING FOR SPACING FOR SPACING LL UA $ Q W Qm1S W WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) N N AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) C n ! I! /4" DIA. AGGRE-GATOR BY 'ELCO' (Fu=95 KSI, Fy=57 KSI) d m i! SEALANTS: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES m 0 n ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) SILICONE SEALANT. Of x THRU 1 BY BUCKS INTO CONC. OR BLOCKS -a � w hill w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o = 0 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o N (Y 0 1 1 ILIILI I DIRECTLY INTO CONCRETE OR BLOCKS o a M M W 4 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ; -0 O o 0 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W w ~ O - M = N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Of o a j l I I I vwi U ii ii ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) II Ij Ij (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE z U ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) `< m STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) a 0 U O U Q !I ! !I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE c- w < w a w lii li li a w a z Q INTO CONCRETE AND MASONRY = 2-1/2" MIN. w o 1 INTO WOOD STRUCTURE = 1" MIN. 1BY INTO METAL STRUCTURE = 3/4" MIN. II Ij II E4 WOOD BUCK f N WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c °' o M 0 a N O N o CONCRETE O HEAD, SILL BLOCK JAMBS fSc ' 3= PSI MIN. •" b o o a C 90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Q m o w FLANGE FRAMES ," a`',,; �� ®\\Allel�¢ia 0 T 59 ° d e .:. - .:... '. ' � 0 ,J., . .. EDGI DIST. v .: le.i� 4.,. , �..,. ... L3 e s °' v ^� �SEE TATE OF ° � drawing no. TYPICAL ANCHORS v TYPICAL ANCHORS ; •SEE ELEV. ELEV. ®e ••• \\ W13-20 FOR SPACING EDGE DIST. FOR SPACING °/iej'O(ML�a �\ Y1 oB 91o&t\\ sheet 4 of $ y�U 0 N I �1 � Z M J m " w a Z N a lit Q 6 0 0 wo N d NLu uu 0 1/4" MAX. INTERIOR FRAME WIDTH 1/4" MAX. V p >M SHIM SHIMS QY ¢ m- M 0 TYPICAL ANCHORS a 0 Ca ei O 1/4" SHIM SEE ELEV. o -at FrMAX. FOR SPACING C z Oo n E2 2y LL G TYPICAL ANCHORS p� 7_V NPICAL ANCHORS Op OR W00 BUCK J17aQSEE ELEV. 20 -SEE ELEV. v.° FOR SPACING OR Q w 01 � F FOR SPACING WOOD RUCTURE E4 a. 0 N C o fi 1 4" 1 1 2" v~i _ _ _ L� - - - - - Q Ld O - - — - - — - - -- - - —. - c� N EXTERIOR v o y u~ N 3 NM m METAL D.L. OPG. < N STRUCTURE 1BY WOOD BUCKS n SEE NOTE ON SHEET 1 w a oa N U O - MIAMI-DADE COUNTY N z APPROVED CLIPPED MULLION ? y 4 r& MULLION ANCHORS 1/ SEE SEPARATE NOA 0 INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH m w a 0 o Olt '. Op ED ''..... C O t N M D E N O N O N FLANGE FRAMES � G ¢ m o o W r; k S�1i1 V019g®,/ de er� / 1^cd"t CsviF4ctV, O .ti • o° m v` u I 0•°• TIE OF =°�2�® drawing TYPICAL ANCHORS ®� °° SEE ELEV. FOR SPACING e®�6 <®R9®P•.• � ; //e�10NAL �> sheet 5 of g TYPICAL ANCHORS U U SEE ELEV. U FOR SPACING o N I n ' 'EDGE DIST. ° .a O d e. a d a \ Z N Q ^ < da FLANGE AND FLUSH FRAMES CAN BE IL6 0 0 , 0 U USED AT ALL ANCHORAGE CONDITIONS. O N o IW- E7 0 0 o u i C °: FrM 00 OaooN II II II E4 1/4" MAX. 0 'a K INTERIOR FRAME WIDTH /y N W IY 0 N j lil i� SHIMS Z w � W C1 � z0 f II II II E1 J Z Imo Q j Ij Ij Ij Q W m � II II II O II !! ui 1 1/4" E4 U II II II p 0 N 0 Ij Ij Ij U n p W '6 U) �.. x U HN o W of C14 3 M rn W Ij Ij w a A. EXTERIOR � Cz—i N w ¢ w I' I' TYPICAL ANCHORS 0 j! j! SEE ELEV. FOR SPACING MIAMI-DADE COUNTY II it APPROVED CLIPPED MULLION 12 !I !I & MULLION ANCHORS w w w m I' I� SEE SEPARATE NOA z o �- 0 I I I I ol Ij Ij INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 00 II II � E4 B1 �� oo � oo FLUSH FRAMES E1 :f 1JC R:-`! �P.J Q� r t✓s sswhtkzkti °. 7.10 luildmg — — — — i ..irr.. >ae rai.N:;ctE✓in 6 - o .`A 592 a ° EDGEaDIST. x e m o n n a0 ® ® '• AgEOF dye drawing no. TYPICe TYPICAL ANCHORS 's n EECLeANCHORS SEE ELEV. FOR SPACING C®R7®�°" � W13-20 FOR SPACING TYPICAL ANCHORS �u v SEE ELEV. /A N FOR SPACING z �Y M5 oN < TYPICAL ANCHORS: F m Z y m � wo "� FIN FRAMES: SEE ELEV. FOR SPACING w aj = 2, #8 SMMS/WOOD SCREWS (GRADE 2 CRS) IL o O ` O U INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p m N ��❑ 1-1/4" MIN. PENETRATION INTO WOOD � 0 r �a❑� In MIN. EDGE DISTANCE p �i w A2 �Q E3 v u d °� ''z � g p a. a .i 0 V), N II it E4 a W O W N Z (A _ O II II Z M Q w II II 0 I� Ij I I: U m 1/4" MAX. INTERIOR FRAME WIDTH 0 n SHIM GAP O w li I: F 3/4" MIN. 0 of x �I III C2 _O V) O x O � SNo F N W ^ 0 o II II II o Z J W II II II ❑ H o �I _ I u I I I I I I E4 N U DD T. �❑ O I� Ij I I: II II _ II II II z m z o li! EXTERIOR ° z 4nn i I II II n TYPICAL ANCHORS SEE ELEV.FOR SPACING p� FIN FRAMES ❑�� o � 000 E3 c.s (:E✓i D x €&z$P�kt4pa KK✓✓ p 0 �Q v� 4" i ® m o "f:M�iifcd� ®. ®�� ow SYATE OF tyke drawing no. M5 TYPICAL ANCHORS "� e®�� ®��® �p� W I J-20 FOR SPACING �i'��e�\ 3.824 758 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS 4"v o E1 CGI-1000 EQUAL LEG FRAME PVC DECEUNINCK NORTH AMERICA LLC. N 1.904 .050 E2 CGI-1013 FLANGE FRAME PVC DECEUNINCK NORTH AMERICA L-C. �� 626 E3 CGI-1018 FIN FRAME PVC DECEUNINCK NORTH AMERICA LLC. Z M m b .060 .866 ry E4 CGI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA L-C. Z "� ES CGI-1008 IG GLAZING BEAD PVC DECEUNINCK NORTH AMERICA L-C. Q [L n 2.719 1,589 �r❑-�I�� ` m 1.418 .498 E6 CGI-1025 7/16" MONOLITHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA L-C. 0 W N O qUQ� E6 d a " w M1 SCS 1200 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE GENERAL ELECTIC M O ~ n GLAZING BEAD (LAM. GLASS) M2 DOW 995 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING W r M3 DOW 899 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING > M f� 3.250 230 MS PROTECTO WRAP WATERPROOFING OR EQUIV. AT FIN FRAME C O 0 M6 - SETTING BLOCKS EPDM - DUROMEfER 85±5 E1 FLANGE FRAME in cq .625 035 861 WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, Q W y O o 3.824 E EXTRUDER NAME, CITY, STATE AND 'MDCA'. Z C 1.904 ZmQ w Qwm � r E5 .060 GLAZING BEAD (INSUL. LAM. GLASS) a rn O 2.219 �I / ❑�� MITERED WELDED CORNERS — 1.589 1.418 661 .050 0 0 n 322 O � a 3.250 x 0_ x U � 3.824 C ON o E2 FLUSH FRAME E4 SCREW COVER o 3 N O M M 3.824 WELDED U 3 1.904 JOINTS C Z O o .060 U O 2.219 1.589 1.418 �I uo ��Q W E � � o z � U O VI VI � O W ti N 1.625 O a x x x N W U U Q U W O O d K U Z Z J 2.310 3.824 < r RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS o m a a N O N O N N O o E3 FIN FRAME FRAME CORNERS 0 0 < m o w ®®1i\iE—"l// O (,-4 .yi i'f� A Yk`'u{ib£.a{kffb \\\\\..p D�0 QuU� °,// '� •- Bo 1<- t `Y7 :xx �teK` ) 6 • o 70592 m f is a F: Lv C4Yp.3CA sr�xn > n e 9 N V O os®�•, pAY6®G� _ �q�< drawing no. ;'�s� <®fie®�.• °�o�v W13-20 Florida Building Code Online Page 1 of 4 w� 1 BCIS Home - Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida I Product Approval r USER:Public UserT t,. Product Approval Menu>Product or Application Search>Application List>Application Detail + • FL# FL15210-R6 Application Type Revision y Code version Application Status Approved Comments 1/ ✓�5 Archived l� 0` � V'��J` Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. 'V Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Independence.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 2/7/201 8 Florida Building Code Online Page 2 of 4 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (a)Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15210.1 a,Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.1.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.2.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.3.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.4.0 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.4.pddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e. Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.5.pdf hltps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVV KJZ 1 Q... 2/7/2018 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.5.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any FLIS210 R6 AE (b)Eval 15210.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ-Yes FL15210 R6 II (b)Inst 15210.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.7.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.9 i.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 11 (b)Inst 15210.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.9.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.10 j.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door Outswing(X Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.10.1pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings, FL15210 R6 AE (b)Eval 15210.10.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings, FL15210 R6 AE (b)Eval 15210.11.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/7/2018 Florida Building Code Online Page 4 of 4 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings, FL15210 R6 AE (b)Eval 15210.12.1)dF any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.13.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings, FL15210 R6 AE (b)Eval 15210.13.Ddf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings, FL15210 R6 AE (b)Eval 15210.14.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTr"an operational window insert-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings, FL15210 R6 AE (b)Eval 15210.15.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 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B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation eport Report No.: FL-15210.1 I / 2017 Product Sub Category Manufacturer Product Name Category Plastpro,Inc. Smooth!Wood Grain/White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Impact' Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F. Schmidt, P.E. (System ID#1998)for Plastpro Inc.,based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017) Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1.2& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton, P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03, 1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03, 1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. Quality Assurance 4 Certificate of Participation issued by National Accreditation and Management ®0® S Ali Institute,certifying that Plastpro, Inc.is manufacturing products within a quality 0`® % ° \G S : �► assurance program that complies with ISO/IEC 17020 and Guide 53. ®® �,° �A No 43409 h 0;° STATE OF <''IL! 4 P �,��.^� �°° Lyndon F.Schmidt, P.E. Sheet 1 of 1 ION 4 0� 409 $m� FL PE 8//3;20017 ii Florida Building Code Online Page 1 of 4 No i=1(3'.3„�1! rar-,-i�;,jy;k BCIS Home '- Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links Search h` S�Cl�S *USER: Product Approval r�fessignal Public UserRe ;,tW � �i0r� Product tpyai Menu>Product or Apolicafioh Search>Application List>Application Detail FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd, Los Angeles,CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ai Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence F115210 R5_COI CERTTFICXTE of INDEPENDENCE pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv3yVVK.IZ 1 QRCF13... 4/18/2016 Florida Building Code Online Page 2 of 4 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5,_EQL1iV_EcL)iv-al;ency-_OF 5tand�3rds.gdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2D15 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1.1521Q._R5I1_Inst 1521.0.1.Udf Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any F1.15210_RS AAE Evil 1-ri.1Q.J.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL,.15210„-R5._II Inert 1521.0.2-.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any Lt_15710 (25...AEEval 1.5210.2.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210._RS_II_Inst.,i52.10;3;,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F, Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any FL1521.0 R5 AE E:val .5210.3_pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS21.0 R5 II Inst 1521.0.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings,any F L_i`.,7210_RS 1E_E„v„al i 21(1,4..L additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1.5210 R5 II Inst.15210.5.pdf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VK1Z 1 QRCFP... 4/18/2016 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E,43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings,any FI,..iS110 R5. al_.15210.5,.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL:15210..RS.Ii..,tnst 1 ?1O,6 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any Fi=15L10...R!i. Eyal 1210�6..p( additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL.1;2.1_0,_R5_11 Inst_15210.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings,any FL1�2]:Q__.Lt'> AE E;v�l IS2_iQ.7.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II nst_1521Q.$.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings,any FI,i.`..2,t0 RS_,AI;_. Ey<3.1_110.8_hcif additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1.521.0 RSII Inst 15210.9.pcif Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings,any &15^ "21Q_R5:t Evai„1521 .<_Q Dclf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.10 j.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1.5210R5 11,Inst.1.5210,.1Q pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings, EU5210 R5 AE E:val_1521010—adf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. - ...---- 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5„II_Inst.1.5 1,Q 11..pdF Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, Fi_a.`r210 AE Evai 1.5210.11.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. httpsJ/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QRCFP... 4/18/2016 Florida Building Code Online Page 4 of 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15210 RS II Inst 15210 1.2.�df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings, FL1_521_Q 15L10,-12.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210.,.R5.._zt..Inst_1 -,;7z,1U_1kdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings, FL,15210 R5_AE Evval 1.521.0.13,L)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.14 n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes Ft�1.52.10 R5,,.II List 115210, :;l df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, FLIS210__R`i_AE_E=val 15210.14_pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTT'"an operational window insert-Outswing(X- Fiberglass Door Configuration) I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R5 II_Inst 15210_15,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F,Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, F_L152.1.0 5_.AF_,_E_vai 1.5210_15_p f any additional use limitations, Installation instructions and Created by Independent Third Party:Yes product particulars. rsack Plext Contact Us::1940 Noith Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The annals provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. 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