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NOA - SGD
MIAMI•DIADE MIAMI-DADE COUNTY 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) www.miamidade.2ov/economy Windoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 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 "560" Aluminum Sliding Glass Door (2 -tracks) w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W18-104 Rev D, titled Series "560 Aluminum Sliding Glass Door (LMI)", sheets 1 through 13 (inclusive 2.1, 3.1 and 9.1) of 13, prepared by Al—Farooq Corporation, dated 02/08/08 and last revised on JUN 13, 2019, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types and Interlock/lock reinforcing in sheet 3 & 3_1. See Exterior positive DP Vs sill w/ sill Riser rating on sheet 4. See anchor types, clusters, shim space Vs DP capacity in sheets 5 & 6. Lower capacity shall controls for the entire assembly. 3. Max 4 -panels or less configured SGD w/wo pockets are allowed w/ max 120" door frame Height. See Panel Vs allowable frame width in sheets 2 & 2.1. 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. TERNIINATION 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 # 18-1128.11 (PLA) and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-0926.13 MIAMI•DADE COUNTY t UN Expiration Date: June 12, 2023 F—WiApproval Date: July 03, 2019 tl ���� Page 1 Windoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W08-14, titled "Series 560 Alum sliding Glass Door", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated 02/08/08 and last revised on May 18, 2008, signed and sealed by late Dr. Humayoun Farooq, P.E. B. TESTS (Submitted under NOA #08-0304.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum SGD, by Hurricane Engineering Testing, Inc., Test Report No. HETI-07-4405, 07-4416, 07-4418, 07-44249 07-4425, 07-4425 and 07-4427, dated 12/27/07 thru 01/31/08, signed and sealed by Candido Font, P.E.(Note: Test report No(s) HETI-07-4405 and 07-4416 have been revised and reissued on April 08, 2008 by Hurricane Engineering Testing, Inc, signed and sealed by Candido Font, P.E.). C. CALCULATIONS 1. Structural analysis & anchor verification dated 02-28-08 and last revised on 05/19/08, prepared by Al-Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by late Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTM E1300-020 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DE Nemours & CO., Inc. for "DuPont Sentry Glass Plus", expiring on January 14, 2012. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia, Inc. for "Vanceva TM Composite interlayer", expiring on December 11, 2008. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01-30-08, signed by late Dr. Humayoun Farooq, P.E. 2. Statement letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal # 07-3001-R dated 10-23-07, approved by BCCO. 1� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-0926.13 Expiration Date: June 12, 2023 Approval Date: July 03 , 2019 E-1 Windoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Previous Evidence submitted. A. DRAWINGS 1. Drawing No. W08-14, titled "Series 560 Alum Sliding Glass Door — LMI", sheets 1 through 13 of 13, including sheets 2.1 and 9. 1, dated 02/08/08, prepared by Al—Farooq Corporation, with latest revision "H" dated 02/29/16, signed and sealed by Javad Ahmad, P. E. B. TESTS (submitted under # 09-1209.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707-09, dated 11/10/09, signed and sealed by Vinu J. Abraham, P. E. C. CALCULATIONS (Submitted under previous NOA No. 15-0302.06) 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5th edition, dated 02/25/15 and 12/09/15, 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. 14-0423.15 issued to Eastman Chemical Company (MA). for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/2014, expiring on 12/11/2018. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Glass Interlayers" dated 06/25/2015, expiring on 07/04/2018. F. STATEMENTS (Submitted under previous NOA No. 15-0302.06) 1. Statement letter of no financial interest, conformance and compliance with the FBC-2014, 5th edition, dated 02/25/15, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of lab compliance, part of the above test report. G. OTHER 1. This NOA revises for 1 -year NOA # 16-0303.01, expiring on 06/12/17. 2. Test Proposal No. 16-1527 issued by Product Control, dated 12/22/16, signed by Jorge Plasencia, P. E 3. BCCO Test proposal #08-1653, approved on 01/28/2009, signed by Ishaq I. Chanda, P.E. 4. BCCO Proposals No.'s 07-3001—R and 07-3001—R-1, dated 10/23/07 and 01/10/08, both approved and signed by Ishaq Chanda, P. E. E-2 \$Oka., 1,4 t1*4_ shaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-0926.13 Expiration Date: June 12, 2023 Approval Date: July 03, 2019 Windoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. PREVIOUS EVIDENCE SUBMITTED under file #17-0307.11/#17-1226.04 A. DRAWINGS 1. Drawing No. W08-14, titled "Series 560 Alum Sliding Glass Door — LMI", sheets 1 through 13 of 13, including sheets 2.1, 3.1 and 9.1, dated 02/08/08, prepared by Al—Farooq Corporation, with latest revision "K" dated 05/02/18, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBCTAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) -Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum S GD, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9547, dated 06/19/17, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 12/11/17, 04/02/15 and 05/08/18, 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. 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 12/11/2018. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Glass Interlayers", expiring on /04/2023. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017), and of no financial interest, dated 09/18/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. This NOA revises and renews NOA #17-0307.11, expiring on 06/12/23. 1 Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-0926.13 Expiration Date: June 12, 2023 Approval Date: July 03, 2019 E-3 Windoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New Evidence submitted. A. DRAWINGS - 1. Drawing No. W18-104 Rev D, titled Series "560 Aluminum Sliding Glass Door (LMI)", sheets 1 through 13 (inclusive 2.1, 3.1 and 9.1) of 13, prepared by Al—Farooq Corporation, dated 02/08/08 and last revised on JUN 131) 2019, 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 of an aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 19-936, dated 04/15/19, signed and sealed by Idalmis Ortega, P. E. 2. REF 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) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Engineering Testing, Inc., Test Reports No. HETI-07-4416 dated DEC 27, 2007 and revised on 04/28/2008, signed and sealed by Candido F. Font, P. C. CALCULATIONS (submitted under # 17-1226.04) 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 12/11/2023. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DE Nemours & Co., Inc.) for their "SentryGlas (Clear and White) Glass Interlayers", expiring on /04/2023. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), and of no financial interest, dated 06/06/19, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under #17-1226.04). 2. Private label Agreement dated 09/05/2018 between CGI Windows and Doors, Inc. and Windor, Inc., signed by Dean M. Ruark, P.E. (V.P. CGI) and Dean M. Ruark, P.E. (V.P. CGI) respectively. 3. Statement letter of lab compliance, part of the above test report. G. OTHER 1. This NOA revises NOA # 18-1128.11(PLA), expiring 06/12/2023. 2. Test proposal # 19-0219 dated March 13, 2019 approved by RER. 3. Reference NOA # 18-1128.11 (CGI Windows and Doors, Inc.). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-0926.13 Expiration Date: June 12, 2023 Approval Date: July 03 , 2019 E-4 W amW <X O ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS WITHOUT POCKE NOT TO EXCEED 199.0 SQ. FT. MAX. JAMB ANCHOR SPACINGS SHIM SPACE ANCHOR TYPE `A' & `B' `C' `D' & `E' 1/4- 16-3/4" 18-1/29f 16-3/4" 3/8" 14-1/2 — 14-1/2 1/2 " 9-1 /4" — 9-1/4 " Q N 0 JAMB ANCHORS FALSE MU OPTIC r W c� W T a U cr_ r O 0 0 238 3/4" MAX. SERIES '560' ALUMINUM SLIDING GLASS DOOR (2 TRACK DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. FOR QUANTITY & CAPACITY INSTRUCTIONS: USE CHARTS AS FOLLOWS. FANtL MUM n TYPICAL ELEVATION (OXXXP) STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 3 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 5 & 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 FOR SIDE BY SIDE DOORS WITH VERTICAL MULLION (IF REQUIRED) SELECT 2X6 OR 2X8 TUBE FROM CHART ON SHEET 13 WITH LOAD RATING HIGHER THAN REQUIRED. SELECT ANCHORS AS PER STEP 3. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT — 13 5/16" D.L.O. WIDTH = PANEL WIDTH — 8" (n Q mW az jr co O POCKET JAMB ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. t0 4%1j Z 00 0� L W N QIL �oo�o 0 W N M%21 W . Y. — 0 M C� o Lv ri pr 0 M 0 0 IL 0 0���� ii 1z Z . N lot W n LL azo - O J Oma j Q W 0) 1- u O 0 Cl (n QV) J U c� z 0 0 C) L0 w ER 0 I 0 0 r 00 r J Q IL 0 U LO a0 0 d - v N v > LL. .L_ 0 N ao 0 V 0 r7 C 00 J w co � 00 Q 0 O � 0 c C O0 �rZo�42 w cn En c = o~ _W CL 0z< U °' Z 2 TRACK DOORS LAMINATED GLASS AND � LAMINATED INSULATING GLASS •� LARGE/SMALL MISSILE IMPACT �®®®0p►0aaa�s®®®® 00 ?� oe°°°° C 0 . o ~ ��c No 1 e- olao 13 0 ° ®o 70592 5 o �, un13920190-c__ .baftes�tO � ®� ' QTATC®F drawing no. ° 00000' 18-104D IONAL �O��oaaee® sheet 1 of 1:33 F D MAX. FRAME W. O O O z 26 3/4" Over—all Door Frame Width based on Panel Width 60" 3 118 3/4" 32 3/4" 36 1/4" 72" 109 1/2" 142 3/4" 38 3/4" 42 1/4" 84" 127 1/2" 0 44 3/4" 48 1/4" 96" 145 1/2" 190 3/4" 50 3/4" 54 1/4" 108" 163 1/2" 214 3/4" o 60 1/4" Li 181 1/2" 238 3/4" II co Z y ao _JL— O Z M N J g=_= F W 2 n Z a U_ rj II —J — O W N O U L G F U. XO (SHOWN) O N ti OX REINF. AS READ. SEE SHEET 3 (� LL .I 0>M MAX.of E W. J `Ij O O O 0 (L 8 O O a o o� O -a � Formula to convert Door Width to Panel Width z o n mg: w F D H — — For 2 Panel Doors: Door Width/2 + 1/4""= Panel Width W O IL 1 W y_ o Z O For 3 Panel Doors: Door Width/3 — 1/4" = Panel Width 1 0 m Q M __= For 4 Panel Doors: Door Width/4 + 9/16 = Panel Width Z M w Q W M F For 1 Panel Doors: Door Width — 2 1/2" = Panel Width Q JL _ Formula to convert Panel Width to Door Width ^• — o For 2 Panel Doors: Panel Width x 2 — 1/2" = Door Width d "i' XX For 3 Panel Doors: Panel Width x 3 + 3/4" = Door Width o 00 MAX. FRAME WIDTH O O O For 4 Panel Doors: Panel Width x 4 — 2 1/4" = Door Width o For 1 Panel Doors: Panel Width + 2 1/2" = Door Width N o =�r= _��_ Panel Height Formula Door Height — 2 9/16" = Panel Height Z > _ JL_ _JL_ 0 o cV Q =_= —ter— N E 0 O < U_ IL U r7 _ D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT — 13 5/16" U) L, co D.L.O. WIDTH = PANEL WIDTH — 8" E o n OXO (SHOWN) REINF. AS READ. w 00 c O v XXX (SIMILAR) SEE SHEET 3 M r O � MAX. FRAME WIDTH O O O © HO cWi� _JL— - -IFul w a ❑ ter— W a J —JL— U v � � z OXXO REINF. AS READ. XXXX(SIMILAR) SEE SHEET 3 MAX. FRAME a T o WIDTH�-� a� o a � � LU A >otu,erv�e,� \ `�� Q� �,� Rccm Fhw ° °°°°°, '�✓ ° �� co = H H � OPP. briding Code 3 `® GENISF s AotyllaaCoAlo, I, fp •� 0 oho o v Of ;7 9MI o. 70592 Js 4.,�Y m d G Q eILL e P�odrrct ®� Jun 13,2 01.9 Q® O ® 0 ° STATE OF �19e drawing no. APPROVED CONFIGURATIONS sheet 2of j3 NON—POCKETED DOORS (4 PANELS OR LESS) ��lQ��\\` F D H H �i 73 1/2" z 26 3/4" 30 1/4" 60" 91 1/2" 118 3/4" E D H H 48" 73 1/2" z 26 3/4" 30 1/4" D E D H 48" 73 1/2" z 26 3/4" Panel Width 2 Panel Doo Frame Width 3 Panel Doo 4 Panel Door 1 Fixed Panel Frame Width Frame Width Frame Width 24 1/4" 48" 73 1/2" 94 3/4" 26 3/4" 30 1/4" 60" 91 1/2" 118 3/4" 32 3/4" 36 1/4" 72" 109 1/2" 142 3/4" 38 3/4" 42 1/4" 84" 127 1/2" 166 3/4" 44 3/4" 48 1/4" 96" 145 1/2" 190 3/4" 50 3/4" 54 1/4" 108" 163 1/2" 214 3/4" 56 3/4" 60 1/4" 120" 181 1/2" 238 3/4" 62 3/4" I I cpz I �z I CL 10 1 IY 1 U I 1 CL L ----- FRAME WIDTH IN _ DOOR FRAME WIDTH PXXP FRAME WIDTH D E UL D P I I 1 I X I OP I P P F w 110 5/8" I z z I Z r U I a z l C 1-2 � � I I a � 0 /� Q 1 I Y I 54 1/4" 52 9/16" I Y I I I 210 3/4" 60 1/4" 1 O I o 230 5/8" I o I I o I a a O I a � I ---- I (SHOWN) XPX P FRAME W I DTH I I U P D G U w I I I z = I w I a 10 U_ I Y I 1 U I U Q I D_ I � I PXX (SHOWN) XXP FRAME WIDTH PXXP FRAME WIDTH D E UL D P I I CP) I r ---- I I OP E P I i I I z 110 5/8" a. O z C� I Z CL U I a z l C I w � � I 162 3/4" a � ; . � /� a- 1 0 1 I Y I Y 54 1/4" 52 9/16" I Y I I I 210 3/4" 60 1/4" 1 O I o 230 5/8" 234 3/4" o I a - I a a I I PXXP FRAME WIDTH PXXXXP roA►Ar WIM-M z D E UL D P PXXXXP roA►Ar WIM-M z PXXXX (SHOWN) PXXXO XXXXP OXXXP L _ - _ PX, XP Door Width PXX, XXP Door Width r _ Z I I I I CP) D E DF W W I I I I Y 110 5/8" a. O a C� I Y CL U I a I C X < -----j L --- 158 5/8" 162 3/4" 48 1/4" 46 9/16" PXXXX (SHOWN) PXXXO XXXXP OXXXP L _ - _ REINF. AS READ. SEE SHEET 3 np .. n "d%o I . DOOR FRAME WIDTH DOOR FRAME WIDTH nF I UN 11 DOOR FRAME WIDTH n INS Over—all Door Width based on Panel Width Panel Width PX, XP Door Width PXX, XXP Door Width r _ Z I I I I I z 1 44 1/16" 86 5/8" W 0 I I I I Y 110 5/8" I Iw o I Y CL O I C X < -----j L --- REINF. AS READ. SEE SHEET 3 np .. n "d%o I . DOOR FRAME WIDTH DOOR FRAME WIDTH nF I UN 11 DOOR FRAME WIDTH n INS Over—all Door Width based on Panel Width Panel Width PX, XP Door Width PXX, XXP Door Width r I C� I 22 9/16" I 44 1/16" 86 5/8" W 1 28 9/16" ' Q 110 5/8" 114 3/4" Iw U_ I Y 68 1/16" U 138 3/4" 42 1/4" X < I a 80 1/16" 158 5/8" 162 3/4" 48 1/4" REINF. AS READ. SEE SHEET 3 np .. n "d%o I . DOOR FRAME WIDTH DOOR FRAME WIDTH nF I UN 11 DOOR FRAME WIDTH n INS Over—all Door Width based on Panel Width Panel Width PX, XP Door Width PXX, XXP Door Width PXXP Door Width PXXXXP Door Width PXXXX Door Width 24 1/4" 22 9/16" 43 13/16" 44 1/16" 86 5/8" 90 3/4" 30 1/4" 28 9/16" 55 13/16" 56 1/16" 110 5/8" 114 3/4" 36 1/4 34 9/16" 67 13/16" 68 1/16" 134 5/8" 138 3/4" 42 1/4" 40 9/16" 79 13/16" 80 1/16" 158 5/8" 162 3/4" 48 1/4" 46 9/16" 91 13/16" 92 1/16" 182 5/8" 186 3/4" 54 1/4" 52 9/16" 103 13/16" 104 1/16" 206 5/8" 210 3/4" 60 1/4" 58 9/16" 115 13/16" 116 1/16" 230 5/8" 234 3/4" Formula to convert Door Width to Panel 'Width For PX: Door Width + 1 11/16"' = Panel Width For PXX: (Door Width + 4 11/16")/2 = Panel Width For PXXP: (Door Width + 4 7/16")/2 = Panel Width For PXXXXP: (Door Width + 10 3/8")/4 = Panel Width For PXXXX: (Door Width + 6 1/4")/4 = Panel Width Formula to convert Panel Width to Door Width For PX: Panel Width — 1 11/16" = Door Width For PXX: Panel Width x 2 — 4 11/16 " = Door Width For PXXP: Panel Width x 2 — 4 7/16" = Door Width For PXXXXP: Panel Width x 4 — 10 3/8" = Door Width For PXXXX: Panel Width x 4 — 6 1/4" = Door Width Panel Height Formula Door Height — 2 9/16" = Panel Height D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT — 13 5/16" D.L.O. WIDTH = PANEL WIDTH — 8" — II II _JL_ _JL&_ S3_ -IF II QD. 97117 REINF. AS RE SEE SHEET 3 DOOR FRAME WIDTH nF 7na APPROVED CONFIGURATIONS POCKETED DOORS (4 PANELS OR LESS) SEE SHEET 3 0 I i r REVUft i aJ I �'� tom+ Y I �g C A"tance No 02 ti W%Oft Z Mti 0 Co W N a � 0 0WN M L W ■ 0 U 0 v, v Il rl pro�M 0 0 aoa A 0��� �y co ii M Z j N Q W U. LA W N _ 0 z0� M J zMa j Q!W- v 0 0 0 z 0 Q CD L0 U)Ld a 00 r Z Q I a 0 U L0 I T 0 00 N v > � � N 00 0 00 J r w U) LL_ 00 O � w Q o n o o �- C O D ��o� Go PkI°.°°°° a I ® °°° CENs°°°°qOo CY 0 N o. 70592 o .. ° ° m m � m °® a� ° ° v M 0 ®� Jun 13,20190 . ®0STATE OF Q drawing no. o. 18-104D ,s q/O#YALs®®®`oe IBBIIIII\ sheet 2.1 of 13 CAPACITY - PSF (GLASS) GLASS CAPACITY CHARTS NOTE: CAPACITIES SHO WN IN CHART ARE FOR DOORS USING 4-1/4" SILL RISER APPROPRIATE SILL RISER TO BE SELECTED FOR MAX. POSITIVE DESIGN PRESSURE SEE DETAILS ON SHEET 4. OBTAIN ANCHOR TYPE AND CONFIGURATION TO USE FROM ANCHOR CHARTS ON SHEET 5 MULLION SIZE AND CAPACITY TO BE OBTAINED FROM CHARTS ON SHEET 13. LOWEST APPLICABLE VALUE FROM THE ABOVE WILL APPLY TO CONDITION REVIEWED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 � ��� '�� ®CEN �00 1P optic it nE iffft °°° ' ® �P W" tie �1L ` Cfv�®'®��� OptaaeeNo 18-aj`26� 3 Gate z ; _� .� X Pno tC �� <®°° STATE1®F2011�< i °° et° si� ZOR% ''7��YON��\�` \``` o 00 Q al O DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPES GLASS TYPE 1' & '1A' 2' WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPES GLASS TYPE '1' & '1A' '2' PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPES GLASS TYPE t° & '1A' '2' W/0 REINF. WITH REINF.PANEL W/O REINF. WITH REINF. W/0 REINF. WITH REINF_ ` OD 0 F CO t- Z M N 2 2 N G I 1 O W N M N a ?jj W F' a O U 0 ti V > Q' 0 11 OC a O o. 0 O r to 0 0 t0 a' Wi W Z J N a u 0) U. c 902 M J 0 m Q J Z M - ou Q W 01 f ~ EXT (+) INT.(-) EXT.(+) INT.(-) �.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 80 80.0 50.0 120.0 140.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 99 80.0 80.0 120.0 140.0 24-1/4 30-1/4 33-1 /4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1 /4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 111 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 1 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 77.8 77.8 120.0 140.0 79.179.1 120.0 140.0 77.3 77.3 120.0 140.0 73.7 73.7 120.0 140.0 75.9 75.9 115.2 134.4 75.9 75.9 115.2 134.4 70.2 70.2 115.2 134.4 73.0 73.0 110.8 129.3 73.0 73.0 110.8 129.3 - - 105.0 105.0 70.3 70.3 106.7 124.5 70.3 70.3 106.7 124.5 - - 105.0 105.0 67.8 67.8 105.0 120.1 67.8 67.8 105.0 120.1 - - 105.0 105.0 65.5 65.5 105.0 116.0 - - 105.0 116.0 - - 105.0 105.0 63.3 63.3 105.0 112.1 - - 105.0 105.0 - - 105.0 105.0 24-1/4 30-1/4 /4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 84 80.0 80.0 120.0 140.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 102 80.0 80.0 120.0 140.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 114 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 _ - mg v W 00 0 N (3 25 p g O co N w cn (O (033-1 to 00 >_ N 0to �j o C4 0 0 00 >`V) LJ 00 0 O _0 0 - O .. F - � rO �T 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 78.8 78.8 120.0 140.0 75.8 75.8 120.0 140.0 79.1 79.1 120.0 140.0 79.1 79.1 120.0 140.0 71.8 71.8 120.0 140.0 75.9 75.9 115.2 134.4 75.9 75.9 115.2 134.4 - - 115.2 134.4 73.0 73.0 110.8 129.3 73.0 73.0 110.8 129.3 - - 105.0 105.0 70.3 70.3 106.7 124.5 70.3 70.3 106.7 124.5 - - 105.0 105.0 67.8 67.8 105.0 120.1 - - 105.0 120.1 - - 105.0 105.0 65.5 65.5 105.0 116.0 - - 105.0 105.0 - - 105.0 105.0 63.3 63.3 105.0 112.1 - - 105.0 105.0 - - 105.0 105.0 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 90 80.0 80.0 120.0 140.0 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 105 80.0 80.0 120.0 140.0 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 117 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 N L L 0 v 0 w = N LA w 12 Z o a 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 77.5 77.5 120.0 140.0 74.0 74.0 120.0 1 140.0 79.1 79.1 120.0 140.0 78.1 78.1 120.0 140.0 70.0 70.0 118.6 138.4 75.9 75.9 115.2 134.4 74.5 74.5 115.2 134.4 - - 120.0 133.8 73.0 73.0 110.8 129.3 71.5 71.5 110.8 129.3 - - 105.0 105.0 70.3 70.3 106.7 124.5 68.9 68.9 106.7 124.5 - - 105.0 105.0 67.8 67.8 105.0 120.1 - - 105.0 105.0 - - 105.0 105.0 65.5 65.5 105.0 116.0 - - 105.0 105.0 - - 105.0 105.0 63.3 63.3 105.0 112.1 - - 105.0 105.0 - - 105.0 105.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1 /4 44-1/4 46-1 /4 48-1/4 50-1/4 52-1 /4 54-1/4 56-1/4 60-t/4 96 80.0 80.0 120.0 140.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1 /4 46-1/4 48-1/4 50-1/4 52-1 /4 54-1/4 56-1/4 60-1/4 108 80.0 80.0 120.0 140.0 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1 /4 54-1/4 56-1/4 60-1/4 120 80.0 80.0 120.0 140.0 80.0 90.0 120.0 140.0 80.0 80.0 120.0 140.0 So,o 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 60.0 120.0 140.0 c of N r $ N 9 a ~ V 0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0��D 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 72.3 72.3 120.0 140.0 78.8 78.8 120.0 140.0 75.9 75.9 120.0 140.0 - - 120.0 137.1 75.9 75.9 115.2 134.4 72.3 72.3 115.2 134.4 - - 105.0 105.0 73.0 73.0 110.8 129.3 69.2 69.2 110.8 129.3 - - 105.0 105.0 drawing no. 18-104D sheet 3of 13 70.3 70.3 106.7 124.5 - - 105.0 105.0 - - 105.0 105.0 67.8 67.8 105.0 120.1 - - 105.0 105.0 - - 105.0 105.0 65'5 65.5 105.0 1121 - - 105.0 1050 - - 1050 105.0 DESIGN LOAD CAPACITY - PSF (GLASS) PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPE '2.1' GLASS TYPE '2A' WITH REINF. WITH REINF. EXT.(+) INT.(-) E:XT.(+) INT.(-) 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/ 99 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 120.1 102.9 120.1 105.0 116.0 99.4 116.0 105.0 105.0 - - 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1 /4 102 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 120.1 102.9 120.1 105.0 105.0 - - 105.0 105.0 - - 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 105 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 105.0 - 120.1 105.0 105.0 - 116.0 105.0 105.0 - 112.1 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1 /4 58-1/4 60-1/4 108 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 105.0 105.0 - - 105.0 105.0 - 120.1 105.0 105.0 - 116.0 105.0 105.0 - - DESIGN LOAD CAPACITY - PSF (GLASS) PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPE '2.1' GLASS TYPE '2A' WITH REINF. WITH REINF. E.XT.(.+.) INT.(-) EXT,(+) INT.(-) 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 80 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 120.1 102.9 120.1 105.0 116.0 99.4 116.0 105.0 112.1 96.1 112.1 24-1/4 30-1/4 33-1/4 36-1/4 39-1 /4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 84 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 120.1 102.9 120.1 105.0 116.0 99.4 116.0 105.0 112.1 96.1 112.1 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 90 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 120.1 102.9 120.1 105.0 116.0 99.4 116.0 105.0 112.1 96.1 112.1 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1/4 56-1/4 58-1/4 60-1/4 96 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 110.8 129.3 110.8 129.3 106.7 124.5 106.7 124.5 105.0 120.1 102.9 120.1 105.0 116.0 99.4 116.0 105.0 112.1 96.1 112.1 DESIGN LOAD CAPACITY - PSF (GLASS) PANEL WIDTH INCHES DOOR HEIGHT INCHES GLASS TYPE '2.1' GLASS TYPE '2A' WITH REINF. WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1 /4 56-1 /4 58-1 /4 60-1 /4 111 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 105.0 105.0 - - 105.0 105.0 - - 105.0 105.0 - - 104.0 104.0 - - 102.0 102.0 - - 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1/4 54-1 /4 56-1/4 58-1/4 60-1/4 114 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 115.2 134.4 115.2 134.4 105.0 105.0 - - 105.0 105.0 - 104.0 104.0 - 101.0 101.0 - 99.5 99.5 - - 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1 /4 54-1/4 56-1/4 58-1/4 60-1/4 117 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 118.6 138.4 118.6 138.4 133.8 133.8 - - 105.0 105.0 - 105.0 105.0 - 102.0 102.0 - 99.2 99.2 - 96.7 96.7 - - 24-1 /4 30-1/4 33-1/4 36-1/4 39-1/4 42-1/4 44-1/4 46-1/4 48-1/4 50-1/4 52-1 /4 54-1 /4 56-1 /4 58-1 /4 60-1/4 120 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 140.0 120.0 137.1 120.0 137.1 105.0 105.0 - - 105.0 105.0 - - 103.0 103.0 - - 100.0 100.0 - - 97.2 97.2 - 94.6 94.6 - - GLASS CAPACITY CHARTS NOTE: CAPACITIES SHOWN IN CHART ARE FOR DOORS USING 4-1/4" SILL RISER APPROPRIATE SILL RISER TO BE SELECTED FOR MAX. POSITIVE DESIGN PRESSURE SEE DETAILS ON SHEET 4. OBTAIN ANCHOR TYPE AND CONFIGURATION TO USE FROM ANCHOR CHARTS ON SHEET 5 MULLION SIZE AND CAPACITY TO BE OBTAINED FROM CHARTS ON SHEET 13. LOWEST APPLICABLE VALUE FROM THE ABOVE WILL APPLY TO CONDITION REVIEWED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ftODUC f REVS m empiyW& wift thi Fled& l ina", Cede Acceptance No 1l-C�1 Z� • �• Cs.po Date 2� t Pred t CsmW Z Mh 0 M°' Z W N � N IL 000 OWN M L w ■ Ii 0��� � Qr m M0 0 CL 0 t0 Z 0 cV Q W Z) LL LL z 0 - 0 J 0014 j QWm 00 ' cfl mg L LO 1 li tY O oo O �t o (10 1. v O v 0> U - Z CD 0 CV n V) Q 00 o m00 U 'C) /� w (0 00 W L Ew Q 0 w o 0 o�v LL, Lo -C a� L C) F -- Cn O w w O ~ - w CL 0z � U (Do z rn O 7 F�s D N ori 0 1 Q�a00 Ole ®''�0 00 CY .� gov No. 70592 o � o ®a Jun 13 2019 o �STATE OF drawing no. 4OR 000 WN 018 104D ®1fONQL ®o° t X118 d 4 1 p1� sheet 3.10 13 1/4" ANN. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' r 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 983 GE 1200 18 GLASS TYPE `1' LOAD CAPACIT DUE TO WATE EXT.(+) = 6C 3/16" TEMP. GLASS X1/4" HEAT STREN'D GLASS X1/4" HEAT STREN'D GLASS 5/16" AIR SPACE AT 1/4 POINTS ON LITES WIDER THAN 36" LOAD CAPACIT DUE TO WATE EXT.(+) = 8C 1/4" ANN. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 983 \ GE 1200 18 GLASS TYPE `1A' XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES .090" Interlayer .075" Interlayer SentryGlas Saflex CP With PET Core By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' — 3/16" HEAT STREN'D GLASS r 3/16" HEAT STREN'D GLASS a- SILICONE a-ID SILICONE � DOWSIL 995 �_OWSIL 995 K m DOWSIL 983 ? mDOWSIL 983 U) GE 1200 18 1200 18 gGE 9 t2 0 17 i� 11 1� li Z � 0 O Iii O �C W p 0 10 �C W OA 10 AT 1/4 POINTS ON LITES 34 AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" GLASS TYPE `2' GLASS TYPE `2.1' 3/16" TEMP. GLASS 5/16" AIR SPACE GLAZING OPTIONS NOTE: 3/16" AND 1/4" PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE �7- (EX: 3/16" + 1/4" OR 1/4" + 3/16") z m LIMIT MAX. PANEL AREA TO 40.2 SQ. FT. :2 N N FOR PANEL AREAS > 40.2 SQ. FT. 'fl g LAMINATED PLIES MUST BEa 0 1/4" + 3/16" (AS SHOWN IN DETAILS) O W H W "( LOAD CAPACIT DUE TO WATEI EXT.(+) = 1 C LOAD CAPACIT DUE TO WATE EXT.(+) = 12 LOAD CAPACITIES SHOWN IN CHART ON SHEET 3 ARE FOR DOORS USING 4-1/4" SILL HEIGHTS FOR DOORS USING LOWER SILL HEIGHTS LIMIT EXTERIOR(+) LOADS AS SHOWN ABOVE. 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By Kuraray America, Inc.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 983 \ GE 1200 18 GLASS TYPE `2A' ftaillIUCTREV0111110 ac comply ft with at vhww fwiding Cafe Accopmace N011 --A7 24 .11 Exiratiue Date .44 au' Do-& roduct Cov*W XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES �\ &nx-a1o 1¢Ila�o® CE ®. 7®592 �AgnE1®F2019�Q® ZORB®�`°°°°�D�` 9/ni,\aAi 3 I 0 0 Z M� Co 0 Z ci tQ J FLLI mZ Q N Q 0 U' M N� V t] LLILL 0 h 0'0-- n o 0 aco 0 yyO W aitZoN � LL, (0 - o c� m Q W 0) F (o L0 J Lr1 I 00 o � n 07 0 v7 � 5 � N a ! w z "� p D N J � V a 04 W J O _j d L E 0 Qv o w 0 O c a C O v 3 Lf) I, o drawing n0. 18-104D sheet 4 of 13 J Q CL U Q O w 0 Q 0 w w m O 0- w Z NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. - "t ce leo Z6�1 3 Date 2 V� I Li 0 Z co h olo O�o Z`~' N �g �(1) ccq a Q IL Opo O W N I W . O C�oWril Qr 0 M O p IL0 0avi O 03 b �/ t0 Y. Z Z j N QWMu� LLIZ(h =O M J 0 OC j QWo1- to LO v I O o0 O o � o cn � � v z 'L U- M 0 cV J � oc)C14 a - a� O w CO � QD E 0 < 0 r 0 w �ocd- E .0 0 (LL, 0� •vi 0 w 0� _w 0 Z U z a� vN Li 0 rco: Q A U� ®®fie, o ° a I ° ® O o°. o o I ~ No. 70592 0 ;; o � v ° o Jun 13 2 019�® ® '°° STAT[ ®F °- �� drawing n o . "40G�8®�'°°°° 18-104D sA p OYAL /B�8➢p81�0 Fsheet 5of 13 DESIGN LOAD CAPACITY - PSF (ANCHORS AT HEAD/SILL) PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES ANCHORS TYPE `A' ANCHORS TYPE "B' ANCHORS TYPE "A' & "B' ANCHORS TYPE `A' & `B' ANCHORS TYPE `C' 1/4" SHIM SPACE 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 1/4" SHIM SPACE CLUSTER of CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 5 7 9 5 7 5 7 9 5 7 9 11 5 7 9 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 80 140.0 - - 140.0 - 140.0 - - 140.0 - - - 140.0 - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 122.3 140.0 - - 140.0 140.0 140.0 140.0 - 140.0 140.0 140.0 140.0 - 122.5 140.0 - - 140.0 140.0 140.0 140.0 - 140.0 140.0 133.5 140.0 - 105.1 140.0 - - 140.0 140.0 130.3 140.0 140.0 140.0 140.0 116.9 140.0 140.0 92.0 122.7 140.0 140.0 140.0 140.0 140.0 115.9 124.5 124.5 124.5 124.5 104.0 124.5 124.5 81.9 109.1 124.5 124.5 124.5 124.5 124.5 104.3 112.1 112.1 112.1 112.1 93.6 112.1 112.1 73.7 98.3 112.1 112.1 112.1 112.1 112.1 24-1/4 30-1 /4 36-1 /4 42-1 /4 48-1 /4 54-'1/4 60-1/4 84 140.0 - - 140.0 - 140.0 - - 140.0 - - - 140.0 - - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 116.5 140.0 - - 140.0 140.0 - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 116.7 140.0 - - 140.0 140.0 - 140.0 140.0 - 140.0 140.0 127.1 140.0 - 100.1 133.5 - - 140.0 140.0 - 124.1 140.0 140.0 140.0 140.0 111.3 140.0 140.0 87.7 116.9 140.0 140.0 136.2 140.0 140.0 110.3 124.5 124.5 124.5 124.5 99.0 124.5 124.5 78.0 104.0 124.5 124.5 121.2 124.5 124.5 99.4 112.1 112.1 112.1 112.1 89.1 112.1 112.1 70.2 93.6 112.1 112.1 109.1 112.1 112.1 24-1/4 30-1/4 36-1/4 42-1/4 48-1 /4 54-1/4 60-1/4 90 140.0 - - 140.0 - 140.0 - - 135.7 - - - 140.0 - 140.0 140.0 - 140.0 140.0 138.1 140.0 - 108.7 140.0 - - 140.0 140.0 140.0 140.0 - 140.0 140.0 138.3 140.0 - 108.9 140.0 - - 140.0 140.0 132.2 140.0 - 140.0 140.0 118.7 140.0 - 93.4 124.6 - - 140.0 140.0 - 115.8 140.0 140.0 140.0 140.0 103.9 138.5 140.0 81.8 109.1 136.4 140.0 127.1 140.0 140.0 103.0 124.5 124.5 124.5 124.5 92.4 123.2 124.5 72.8 97.0 121.3 124.5 113.1 124.5 124.5 92.7 112.1 112.1 112.1 112.1 83.2 110.9 112.1 65.5 87.4 109.2 112.1 101.8 112.1 112.1 24-1/4 30-1 /4 36-1/4 42-1/4 48-1 /4 54-1/4 60-1/4 96 140.0 - - 140.0 - 140.0 - - 127.2 - - - 140.0 - - 140.0 140.0 - 140.0 140.0 129.5 140.0 - 102.0 140.0 - - 140.0 140.0 140.0 140.0 - 140.0 140.0 129.6 140.0 - 102.1 136.1 - - 140.0 140.0 124.0 140.0 - 140.0 140.0 111.2 140.0 - 87.6 116.8 - - 136.1 140.0 - 108.6 140.0 140.0 132.1 140.0 97.4 129.9 140.0 76.7 102.3 127.8 140.0 119.2 140.0 140.0 96.6 124.5 124.5 117.5 124.5 86.6 115.5 124.5 68.2 91.0 113.7 124.5 106.0 124.5 124.5 86.9 112.1 112.1 105.8 112.1 78.0 104.0 112.1 61.4 81.9 102.4 112.1 95.5 112.1 112.1 24-1/4 30-1 /4 36-1/4 42-1 /4 48-1 /4 54-1/4 60-1/4 102 140.0 - - 140.0 - 140.0 - - 119.7 - - - 140.0 - - 135.8 140.0 - 140.0 140.0 121.9 140.0 - 96.0 134.3 - - 140.0 140.0 - 136.0 140.0 - 140.0 140.0 122.0 140.0 - 96.1 128.1 - - 140.0 140.0 - 116.7 140.0 - 140.0 140.0 104.7 139.6 - 82.4 109.9 - - 128.1 140.0 - 102.2 136.2 140.0 124.3 140.0 91.7 122.2 140.0 72.2 96.3 120.3 140.0 112.2 140.0 140.0 90.9 121.2 124.5 110.5 124.5 81.5 108.7 124.5 64.2 85.6 107.0 124.5 99.8 124.5 124.5 81.8 105.0 105.0 99.5 105.0 73.4 97.9 105.0 57.8 77.1 96.4 105.0 89.8 105.0 105.0 24-1/4 30-1 /4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 108 140.0 - - 140.0 - 140.0 - - 113.0 - - - 140.0 - - 128.3 140.0 - 140.0 140.0 115.1 140.0 - 90.6 126.9 - - 140.0 140.0 128.4 140.0 - 140.0 140.0 115.2 140.0 - 90.7 121.0 - - 140.0 140.0 110.2 140.0 - 134.1 140.0 98.9 131.8 - 77.9 103.8 - - 121.0 140.0 96.5 128.7 140.0 117.4 140.0 86.6 115.4 140.0 68.2 90.9 113.6 136.4 105.9 140.0 140.0 85.8 105.0 105.0 104.4 105.0 77.0 102.7 105.0 60.6 80.9 101.1 105.0 94.2 105.0 105.0 77.3 103.0 105.0 94.0 105.0 69.3 92.5 105.0 54.6 72.8 91.0 105.0 84.8 105.0 105.0 24-1/4 30-1 /4 36-1 /4 42-1 /4 48-1 /4 54-1/4 60-1/4 114 140.0 - - 140.0 - 136.0 - - 107.1 - - - 140.0 - - 121.5 140.0 - 140.0 140.0 109.0 140.0 - 85.9 120.2 - - 133.4 140.0 - 121.7 140.0 - 140.0 140.0 109.2 140.0 - 86.0 114.6 - - 133.6 140.0 - 104.4 139.2 - 127.0 140.0 93.7 124.9 - 73.8 98.3 - - 114.6 140.0 - 91.4 121.9 140.0 111.2 140.0 82.0 109.4 136.7 64.6 86.1 107.6 129.2 100.4 133.8 140.0 81.3 105.0 105.0 98.9 105.0 73.0 97.3 105.0 57.4 76.6 95.7 105.0 89.3 105.0 105.0 73.2 97.6 105.0 89.1 105.0 65.7 87.6 105.0 51.7 69.0 86.2 103.5 80.4 105.0 105.0 24-1/4 30-1 /4 36-1 /4 42-1 /4 48-1 /4 54-1/4 60-1 /4 120 1 140.0 - - 140.0 - 129.2 - - 101.7 - - - 140.0 - - 115.4 140.0 - 140.0 140.0 103.6 140.0 - 81.6 114.2 - - 126.7 140.0 - 115.6 140.0 - 140.0 140.0 103.7 138.3 - 81.7 108.9 - - 126.9 140.0 - 99.2 132.2 - 120.7 140.0 89.0 118.7 - 70.1 93.4 - - 108.9 140.0 - 86.8 115.8 140.0 105.6 140.0 77.9 103.9 129.9 61.4 81.8 102.3 122.7 95.4 127.1 140.0 77.2 103.0 105.0 94.0 105.0 69.3 92.4 105.0 54.6 72.8 91.0 105.0 84.8 105.0 105.0 69.6 92.7 105.0 84.6 105.0 62.4 83.2 104.0 49.1 65.5 81.9 98.3 76.4 101.8 105.0 J Q CL U Q O w 0 Q 0 w w m O 0- w Z NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. - "t ce leo Z6�1 3 Date 2 V� I Li 0 Z co h olo O�o Z`~' N �g �(1) ccq a Q IL Opo O W N I W . O C�oWril Qr 0 M O p IL0 0avi O 03 b �/ t0 Y. Z Z j N QWMu� LLIZ(h =O M J 0 OC j QWo1- to LO v I O o0 O o � o cn � � v z 'L U- M 0 cV J � oc)C14 a - a� O w CO � QD E 0 < 0 r 0 w �ocd- E .0 0 (LL, 0� •vi 0 w 0� _w 0 Z U z a� vN Li 0 rco: Q A U� ®®fie, o ° a I ° ® O o°. o o I ~ No. 70592 0 ;; o � v ° o Jun 13 2 019�® ® '°° STAT[ ®F °- �� drawing n o . "40G�8®�'°°°° 18-104D sA p OYAL /B�8➢p81�0 Fsheet 5of 13 1 DESIGN LOAD CAPACITY - PSF (ANCHORS AT HEAD/SILL) PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES ANCHORS TYPE `D' 1/4 11 SHIM SPACE ANCHORS TYPE `E' 1/4 11 SHIM SPACE ANCHORS TYPE `D' & `E' 3/8" SHIM SPACE ANCHORS TYPE `D' & qE' 1/2 11 SHIM SPACE CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF 5 7 9 5 7 5 7 9 5 7 9 11 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 80 140.0 - - 140.0 - 140.0 - - 140.0 - - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 117.3 140.0 - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 117.4 140.0 - 140.0 140.0 - 140.0 140.0 128.8 140.0 - 100.8 134.4 - 127.6 140.0 140.0 140.0 140.0 112.8 140.0 140.0 88.2 117.6 140.0 140.0 113.5 124.5 124.5 124.5 124.5 100.3 124.5 124.5 78.5 104.6 124.5 124.5 102.2 112.1 112.1 112.1 112.1 90.3 112.1 112.1 70.7 94.2 112.1 112.1 24-1/4 30-1 /4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 84 140.0 - - 140.0 - 140.0 - - 139.3 - - - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 111.7 140.0 - 140.0 140.0 - 140.0 140.0 140.0 140.0 - 111.9 140.0 - 138.8 140.0 - 140.0 140.0 122.7 140.0 - 96.0 128.0 - 121.5 140.0 140.0 140.0 140.0 107.4 140.0 140.0 84.0 112.0 140.0 140.0 108.1 124.5 124.5 124.5 124.5 95.6 124.5 124.5 74.7 99.7 124.5 124.5 97.3 112.1 112.1 112.1 112.1 86.0 112.1 112.1 67.3 89.7 112.1 112.1 24-1/4 30-1 /4 36-1 /4 42-1 /4 48-1 /4 54-1/4 60-1/4 90 140.0 - - 140.0 - 140.0 - - 130.0 - - - 140.0 140.0 - 140.0 140.0 133.3 140.0 - 104.3 140.0 - - 140.0 140.0 - 140.0 140.0 133.5 140.0 - 104.4 139.2 - - 129.5 140.0 - 140.0 140.0 114.5 140.0 - 89.6 119.4 - - 113.4 140.0 140.0 133.7 140.0 100.3 133.7 140.0 78.4 104.6 130.7 140.0 100.9 124.5 124.5 118.9 124.5 89.2 118.9 124.5 69.8 93.0 116.3 124.5 90.8 112.1 112.1 107.1 112.1 80.3 107.1 112.1 62.8 83.7 104.7 112.1 24-1/4 30-1 /4 36-1 /4 42-1 /4 48-1 /4 54-1/4 60-1/4 96 140.0 - - 140.0 - 140.0 - - 121.9 - - - 140.0 140.0 - 140.0 140.0 125.0 140.0 - 97.7 136.8 - - 140.0 140.0 - 140.0 140.0 125.1 140.0 - 97.9 130.5 - - 121.4 140.0 - 140.0 140.0 107.4 140.0 - 84.0 112.0 - - 106.3 140.0 140.0 125.3 140.0 94.0 125.3 140.0 73.5 98.0 122.5 140.0 94.6 124.5 124.5 111.5 124.5 83.6 111.5 124.5 65.4 87.2 109.0 124.5 85.1 112.1 112.1 100.4 112.1 75.3 100.4 112.1_ 58.9 78.5 98.1 112.1 24-1/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 24-1/4 30-1 /4 36-1 /4 42-1 /4 48-1 /4 54-1/4 60-1/4 102 108 140.0 - - 140.0 - 140.0 - - 114.7 - - 133.0 140.0 - 140.0 140.0 117.6 140.0 - 92.0 128.8 - 133.2 140.0 - 140.0 140.0 117.8 140.0 - 92.1 122.8 - 114.3 140.0 - 134.7 140.0 101.0 134.7 - 79.0 105.4 - 100.1 133.4 140.0 118.0 140.0 88.5 118.0 140.0 69.2 92.3 115.3 138.4 89.0 118.7 124.5 104.9 124.5 78.7 104.9 124.5 61.6 82.1 102.6 123.1 80.1 105.0 105.0 94.5 105.0 70.9 94.5 105.0 55.4 73.9 92.4 140.0 - - 140.0 - 138.6 - - 108.4 - - 125.6 140.0 - 140.0 140.0 1 1 1.1 140.0 - 86.9 121.6 - 105.0 - - 125.8 140.0 - 140.0 140.0 111.2 140.0 - 87.0 116.0 - - 107.9 140.0 - 127.2 140.0 95.4 127.2 - 74.6 99.5 - - 94.5 126.0 140.0 111.4 140.0 83.6 111.4 139.3 65.4 87.1 108.9 130.7 84.1 105.0 105.0 99.1 105.0 74.3 99.1 105.0 58.1 77.5 86.9 105.0 75.7 100.9 105.0 89.2 105.0 66.9 89.2 105.0 52.3 69.8 87.2 104.7 24-1/4 30-1 /4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 114 140.0 - - 140.0 - 131.3 - - 102.7 - - - 119.0 140.0 - 140.0 140.0 105.2 140.0 - 82.3 115.2 - 119.2 140.0 - 140.0 140.0 105.4 140.0 - 82.4 109.9 - 102.2 136.3 - 120.5 140.0 90.4 120.5 - 70.7 94.3 - 89.5 119.4 140.0 105.6 140.0 79.2 105.6 131.9 61.9 82.6 103.2 123.8 79.6 105.0 105.0 93.9 105.0 70.4 93.9 105.0 55.1 73.4 91.8 105.0 71.7 95.6 105.0 84.5 105.0 63.4 84.5 105.0 49.6 66.1 82.6 99.2 24-1/4 30-1 /4 36-1/4 42-1/4 48-1/4 54-1/4 60-1/4 120 140.0 - - 140.0 - 124.7 - - 97.5 - - - 113.1 140.0 - 133.3 140.0 100.0 140.0 - 78.2 109.5 - 113.2 140.0 - 133.5 140.0 100.1 133.5 - 78.3 104.4 - 97.1 129.5 - 114.5 140.0 85.9 114.5 - 67.2 89.6 - 85.1 113.4 140.0 100.3 133.7 75.2 100.3 125.3 58.8 78.4 98.0 117.6 75.6 100.9 105.0 89.2 105.0 1 66.9 89.2 105.0 52.3 69.8 87.2 104.6 68.1 90.8 105.0 80.3 105.0 60.2 80.3 W 100.4 47.1 62.8 78.5 94.2 J co Q 0- U Q (n U 0 Q U) _o W W ■1• Z 0 a0. w z NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND DETAILS. ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL. REVW" of � W. tom• Cam Aftiptisce No IF F. • Date %luau I 0 Z h 00 01. Z M N Z aNQ oc o JO�O OWN M0 W . U 0 CJ0Wrl �0 >M O p o. o o O �/ co Y■ lx Z j N a W :3 LL. a J 00a A a W O) F. (0 (0 LO ooO o v 0 v > L? p 0 N J � v000 V oho Q C v I T Q w � 0 0 w a 0 W O a a� V)t\ O �-- w w V) o ~ - w 0 CL i i U U U O z rn a - D N ►ri 0 q a 00®®� ®�EN8j ° ° a�0 �® opo or ° o No. x'0592 >, o J,S v U i t o un 13 2019�Q °o TATO ®0 drawing no. ® 0 ° N� 9 ° ORION18 -104D it®o ��l� ®oe(sheet �III IIIc\6 o13 SEE SHEET 8 FOR ANCHORS PROPERLY SECURED 1 BY OR 2BY WOOD BUCK SEE NOTE SHEET 1 SILL WITH RISER APPROVED FOR WATER RESISTANCE SEE SHEET 4 FOR CAPACITY POURED & HARDENED HIGH STRENGTH GROUT Vc = 5000 PSI MIN. (NON METALLIC) WITH BONDING AGENT NOT BY `WINDOOR' MUST TRANSFER SHEAR LOADS TO STRUCTURE SEE SHEET 8 FOR ANCHORS SILL WITHOUT RISER NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. MAX. DESIGN LOAD FOR THIS SILL IS THE SAME AS 4-1/4" RISER. �a�iswim at Flo" W1 = 1/4" X 2" WEEP SLOTS WITH PLASTIC COVER AT 70" FROM EACH END AND 16-1/2"' O.C. W2 = 1/4" X 2" WEEP SLOTS (1) AT 4" FROM EACH END (2) IN PAIRS 12" APART, 48" SPACING IN BETWEEN PAIRS W3 = 1/4" X 5/8" WEEP HOLES (1) AT 9-1/2 is FROM EACH END (2) IN PAIRS 10" APART, 48" SPACING IN BETWEEN PAIRS Z Mh F- W N a �ooo O W N M W . 0 L li - O�vh v aWm Or°Iro>-cM o O aoo 0cab� m li lz Z j N Q W :3 W LL Wy�0 z cv QZ � Q W W 01 I- U I 00 J co L0 I 00 d- O d' v > LL- � N 00 0 • �N V � r� � w LL- 00 O E w Ir -""ft Q O O C)0�� C 0 D L L I-, 0 I- LL) En c = 0� _W c� Z NU (DO co _rn c: a) 7 0 Q"j N �0 LO •5; o 0 0 a ®®eOpB9B9flB/®®® c � p�q A�4f 00 °® 00 cy 00 W ® ° ` ® O M •. N®. 705992 ° Jun 13 201® ° TATIE®�' °!91 Udrawing no. '18-104D NAL loaooeo�e� sheet 7•f 13 X W TYPICAL ANCHORS IN CLUSTERS AT MTG. STI LE & INTERLOCK ENDS SEE SHEETS 5 & 6 ANCHORS TYPES A AND D INTO WOOD STRUCTURES ANCHORS TYPES B DIRECTLY INTO 3 KSI CONCRETE CQC L A .......... ..................... ........... .................... ....... ............ ... ..... Q. a as A. EDGE DIST° a TYPICAL ANCHORS IN CLUSTERS AT MTG. STI LE HIGH STRENGTH GROUT & INTERLOCK ENDS Vc = 5000 PSI MIN. SEE SHEETS 5 & 6 NOT BY `WINDOOR' FOR QUANTITIES MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORSPROPERLY SECURED TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE 1 BY OR 2BY TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS WOOD BUCKS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 & INTERLOCK ENDS METAL SEE SHEETS 5 & 6 FOR QUANTITIES z SEE SHEETS 5 & 6 Z x STRUCTURES FOR QUANTITIES x FOR QUANTITIES Fx SEE SPEC BELOW EDGE EDGE. DIST.- m m m = DIST. A d a G n a d \ D o D E E DIST. o. •p s J J La5L— x w n W n ANCHORS TYPES A AND D ANCHORS TYPES B AND E THRU PROPERLY SECURED 1 BY OR 2BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO 3 KSI CONCRETE ANCHORS TYPES C INTO METAL STRUCTURES OR APPROVED MULLIONS Z X � m3: r 0 J 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY WINDOOR INC MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING TYPE `A' — 5Z16" DIA. ULTRACON, BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY OR 2BY WOOD BUCKS INTO CONC. OR BLOCKS WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-3/8" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE `B' — 5Z16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE `C' — ,# 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE `D' — 1Z4" DIA HILTI KWIK—CON II (Fu=138 KSI, Fy=137 KSI) INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY OR 2BY WOOD BUCKS INTO CONC. OR BLOCKS WITH 1-1/4"' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) TYPE `E' — 1 /4" DIA HILTI KWIK—CON II (Fu=138 KSI, Fy=137 KSI) DIRECTLY INTO CONC. OR BLOCKS WITH 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) WITH 2" MIN. EMBED INTO BLOCKS (JAMBS) ANCHOR EDGE DISTANCES (UNLESS OTHERWISE NOTED) INTO CONCRETE AND BLOCKS = 2-1/2" MIN. AT 1/4'9 ANCHOR 3-1/8"" MIN. AT 5/16" ANCHOR INTO WOOD STRUCTURE = 1" MIN. AT 1/4"' ANCHOR 1-1/41' MIN. AT 5/16" ANCHOR INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. "too"toom f REVI nbg th the ou" Bing Cede ,A ltace No � � Date 23 Z M h 0 M Z N �Lu 2 �N as 000 OWN M L W 0 � 0 M rl d0�M 0 0 aoa 0��� �ZjN a W nu a u Z m..: °_ .� 004 j aW�E W o 0 0 c� z 0 J Q O LO V w a O U W c= 04-0 � _w 0 .LDL z co U °'Z c: 7 a N 0 aFcQ co 00 Or ® °ENqp° oI 00 Q o.70592 o h o - c ° ® o ° J n132019�® ®0 '° STATE 00 � t drawing no. ®® 18-104D ��o�aL ®oA/d�e08�pe®®® sheet 8of13 PAW] W I F)TN 1v1 Wilt �v1 WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING F 1/2" MAX. LOAD BEARING SHIM n -awl "LLI WOOD STRUCTURE EXTERIOR PANEL WIDTH DOOR FRAME WIDTH O i I EXTERIOR PANEL WIDTH DOOR FRAME WIDTH ANCHOR LOCATION FOR '0' SINGLE PANELS 1 /2" MAX. 1/4" MAX. LOAD BEARING H LOAD BEARING SHIM I SHIM a •• TYPICAL ANCHORS SEE ELEV. FOR SPACING .D .Q o•o c~n W :4 w • o. 4 . EXTERIOR MIMWVX. now: CONa t� �S ?t • �3 1110m Date L 2 METAL STRUCTURE STRUCTURE SEE SPECS Z Mti 0� M� �• ELI N a � Opo 0 W N M W . �y L6 Y■ - 0�vh C� o W M Or Ir o 0 L 0 co mZO5 N IC W =1 LL a UN z s 0J —004 j Q uj 10 O O 0 U) V) 0 0 Z _o J I¢ Q IL0 V) W Of LIJ r- 00 Loll r- � I w C_ oF_ _w 0 CL Z L = N U O Z 4-0a- vN O 0 a bNe ®,oma o r `0 %GEN8 ° ° °�� �® 00 SII ® ®Of v p 00 M H 70592 ° P .. o ° °gym ° 2 . ° ° ®� un13,2019�0 ®0 ° TATE O� �'✓Je drawing no. 18-104D (sheet 9 of 1 3 1 I 0 0 M oM� J W m Z a Qa �� I 000 M O W N •,• 0 W . O �y� v � ui � (70 -m O O 0.00 rri O��o'c� ABOVE CHART IS FOR 12 TYP. ANCHOR SPACING Z 0 N EDGE FOR 6" SPACING MULTIPLY CAPACITY X2. Q w m u ^ �j DIST. �, Z N = P J C� t�0 Q j / Q W 0� � P. . 15 lo 16 = co � co LO - a v i' Z m 16 0 oo Cl F- -- TZ- LL- 0 L v 0 Z •� � o �N 0 E 00 0 Z 7•0 00 c� z < a. w w jU) LL- 00 O ^ O E w 0a°,. w o�v 0 Fr- '� u7 v a; � 0 (- EXTERIOR POCKETED JAMB W cn hulding C� vi �- A�� N01.� . v / z 13 0 W O �r+at ;D�te .ff7o. ` Q � sig � U • _~N O Z � 0) .2 0 N (� to •� O 0 Q �®o®® 00 000000 O �® 00 Or 0 (� ® �')J2 ° ® 0 z o ° 0 ° O f qry 0 ® ° o. U 0592 •� � O O C •�• Y% i. ° Jun 13,2019��[� . ®� '°° STATE ®G= drawing no. ° � 118-1 04D /,; � O#YQL ®ee Ie�oo�o,e® Fsheet9.1of13 POCKET HOOK ANCHOR CAPACITY - PSF PANEL WIDTHS ANCHORS TYPE SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 36-1 /4" 42-1 /4" 48-1 /4" 54-1 /4" 60-1 /4" EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 1 /4" DIA. ULTRACONS BY `ELCO' MASONRY 1-1/4 (Fug 177 KSI, Fy=155 KSI) " 1 " 55.8 55.8 48.0 48.0 41.9 41.9 37.3 37.3 33.6 33.6 CONCRETE 1-3/4" i 20.0 140.0 120.0 140.0 120.0 138.0 120.0 ? 22.5 110.3 110.3 # 14 SMS (GRADE 2 OR 5 CRS) WOOD 1-3/4" 3/4" 120.0 140.0 120.0 140.0 120.0 131.0 116.5 � 16.5 104.9 104.9 5.576 3.000 3 .100 .180 lea I .715 o 0 .090 Z M ti 1 ao 1.137 p M 1.850 2.175 2.242 j .090 W c0 Z N TYp.LI I Q 2 N Q .930 0opo JN M 6.473 �� .080 p W N `� o TYp. 12 w 1 FRAME HEADo JAMB/LOCK STILE INSUL. GLASS ADAPTER 0 y M 0 UJ T4 pr V) o 2.242-1.062 .683 2.070 1.770 � o .890 .350 0 a 0 TYP. p ojj tj .628 1.112 1.140 u .140 T Q to _ o ,J 0 t0 Q .1 .080 10 2.732 Z M W - 3.000 TYR .935 2.272410 Q w 0) . F- O .070 .683 13 FIX. PANEL BASE LO TYR .125 .110 v LO TYR 200 .652 1.980 �-3.000 0 1.053 1.112 C) O TOP RAIL 4 .935 INTERLOCK STILE 1.942 X .100 N v 0\� z �L- 1.980 0 c) N to ,GLAZING BEADS2.750 .241-- (n E 00 0 • �N o .692 C 00 .070 14 ¢ _j O STILE REINFORCING .080 o L, �r .100 co w �� � TYP. 00 Q o 1.122 TYR 1.000 o .080.712 (n C) 0 d' 4.610 3.197 uu •C 00 �-c �0� 5.750 11 .930 rl 5.314 .692 .080 TYp. ui .070 1.000 m 1.122 5.624 f0DUC f REVS a0 omp at � m .715 #tng Cede o w A "trice No 1 -C31' 2� • t '� Z 2.242 .930 .200 1.500 2.947�pdrs# Date Z� _ 2.285 N W o .r► L,.��.C_ z O BOTTOM RAIL GLASS ADAPTERS � ASTRAGAL STILE 2.000 •o v N .750•c 6.470 .750 FRAME JAMB 0 o Q c 2.988 .09088BpJ®D`® w TYP. 1.653 3.575 ��� (�� Q�u�/ a ®��® o ®` ° G� ° ° �® opo �� cr 2.229 2.449 ® °° ° t� S� ° °°°° 000 1.850 2.000 .065 3.381 3.601 .075 °°. o TYR .175 1.625 o. 70592 .065 .620 TYR o un 13,2019 - f o� .715 r� _ ® ®® °° STATE OF ° drawing no. 5.576 °° 18-104D AL 2 OFRAME SILL SILL RISER (STANDARD) SILL RISER (HI -RISE) OPOCKET DOOR HOOK I%\ sheet 10 of 13J 4• Lj 27 ---------- -C-O\ z M�� Z _ M N J / ~2 .N Q �o vo ' OJ O�� W N .. O ri / 0>M o paoo,� b� ZJ N Q W N �zCo�M z M Q W Q W 0) H to (0 LO J In IN u I oo r O PANEL TOP CORNER n 0 V) v J 28 N v .> U - FRAME TOP CORNER Z �- p �N J � cn o'zA 00 N 0 U 00 _I �` O U-) o Q O j O "O O W Q O c -t •C 0 0 tY v ' W 0") 27 w / r v -, o m WdIng C06 - w 4"tama Ne CL 0 Z ate �3 ' (D o �.E,,..,.. Z I j .2 a C� oQ 00 0 ®� D�4 °.°°° d I II ® CY 1 0 ® ® N rj H 0 o.70592 PANEL BOTTOM CORNER q O ° /� P I1� W L ° �, un 13,2019i� ® 0 TATE OF° N drawing no. 100 4ORI®,�� �°°e.° . � � e FRAME BOTTOM CORNER psi ����q� � ®®� 1 8-1 04D ®B®Id�BB�6a�o`e (sheet 12 of 13 K MULLION LOAD CAPACITY - PSF DIMS. 2 X 6 X 1/8" 2 X 8 X 1/8" I WIDTH (W) INCHES LENGTH (L) INCHES EXT.(+) EXT.(+) INT.(-) INT.(-) 26-1/4 32-1/4 38-1/4 44-1/4, 50-1/4 56-1/4 62-1/4 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 90 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 136.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 96 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 138.8 140.0 124.0 140.0 112.1 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 102 140.0 140.0 140.0 140.0 140.0 140.0 131.4 140.0 115.7 140.0 103.4 140.0 93.4 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 108 140.0 140.0 140.0 140.0 128.1 140.0 110.7 140.0 97.5 140.0 87.1 139.5 78.7 126.1 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 114 140.0 140.0 129.2 140.0 108.9 140.0 94.1 140.0 82.9 139.5 74.1 124.6 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 120 136.1 140.0 110.7 140.0 93.4 140.0 80.7 140.0 71.1 125.4 63.5 112.0 J F- 0 J W1 W2 HEAD ANCHORS ALUM TUBE PANEL WIDTH PANEL WIDTH AT MULLION ENDS 2 X 6 X 1/8- SEE CHART ON SHEETS 5& 6 2 X 8 X 1/8 FOR QUANTITY & CAPACITY - -SILL ANCHORS AT MULLION ENDS SEE CHART ON SHEETS 5 & 6 FOR QUANTITY & CAPACITY TYPICAL ELEVATIONS SIDE BY SIDE S.G. DOOR SIDE BY SIDE APPLIES TO TWO OR MORE DOORS `'IT1 -f + 2 W2 W7 = SGD PANEL WIDTH WIDTH (W) = 2 W2 - SGD PANEL WIDTH 2X6X1/8" 2 X 8 X 1 /8" TYPICAL ANCHORS NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF DOOR MULLION. 2. FOR SLIDING GLASS DOOR CAPACITY SEE SHEET 3. 3. USE CHART ON SHEETS 5 & 6 TO SELECT ANCHOR ARRANGEMENT AT MULLION ENDS. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. UNCLIPPED MULLION sm�rml KIIIIIUM NP. CLUSTER OF ANCHORS HEAD f SILL "100M f REV1110 m g t bwwwg Cho , � ��. ( 3 AOe�taecc No Z M 01 o ~ M W � N IL �oo�o o dN M W ■ 0� U o�v� v p w el o'er->a,t� o paoa° ootrr It co li Z , N Koss J O0Q j < Z M 1 Uj mi 0 0 0 V) f] 0 cD Z: 0 J t� Q O r V) iE w 0o LO LO oo 0 N v .> LL- L - 0 L -L- 0 N 00 0 V 0C 00 r� ,► U) LL- 00 Q o O o o O c O D �ro� Li c = o~ _ w cD z i = U v U O z rn a� vN LO 0 cQ ®®app@D IBfl�dlp® ( _ ) Go 0 0 0 °° a I I0 II O cy o ® °O o °® o M O No. x'0592 °o o o� ®o Jun 13,2019w0 ?- ®�TATS ®� m drawing no. 0 ® e 6� 9 COO, 0 18 -104D A®/' O#YQL asa�Ia�pe® sheet 13 of 13