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HomeMy WebLinkAboutNOA- SLIDING DOOR11` OA I: v RECER'77D AUG 1 " 2017 UNWL MIAMi-DADS MIAMI-DADE COUNITY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINIST LkTION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �.nv�v.m;�midadaeovlecnnomy 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (ul 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 `ISGD-770" Aluminum. Sliding Glass Door w / 90' & 13S° earners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lyna 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. LNSPECTION: 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 ofthe Building Official. This NOA revises NOA# 15-101315 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by ,Jorge M. Plasencia, P.E. IAMFDADE COUNTY a? �(4ip14 i NOA No. 16-0629.06 Expiration Date. February 17, 2020 .Approval Date: August 04, 2016 Page 1 POT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.144123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) F'T1,8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E, 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 20.1-94 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 sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 sliding glass door, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-G001-R and .fL-6015-R, which have been revised and reissued on 12129/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) � r Jorge n Plasenda, P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNmaxD) 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, .FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted tinder NOA No. 15-0430.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" .Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTl1x E1300-09 D. QUALITYASSURANCE 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 >t "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 "�SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS I. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E..E Product Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 B-2 f PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-511 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn 1vEller, P.E. (Submitted under previous NOA No.14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted ander previous NOA No.14-0128.11) G. OTHERS I. Notice of Acceptance No.15-1013.15, issued to PGT Industries, Inc for their series "SOD-770" Aluminum Sliding Glass Doors w/90° &135' comers - L.M.I. approved on 10/29/15 and expiring on 02//17/20. Jorge M. Plasencia, P.E. roduct Control unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/135a CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE 8, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE ANb GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE- 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE; AS APPLICABLE. TEST REPORTS FTL-5980, FTL-5993, FTL-8001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL•6033, FTL-6036 AND FTL-7554 TARI K A• Group Anchor Substrate Frame Member Min bedment 1 1/4' Elm Ultracon Concrete (min. 2.85 ksl adfSIUfj.b13/8" Ungrouted CMU, (ASTM C-90) Jamb only W1.1.3W 14W Grouted CMU (ASTM CAO, min. 2 kel grout) Jamb a 13/4" 2 1/4' Eke 410 S.S. Elan 410 CretP.T. Concrete (min. 3,35 ksl) HeadISIR/JaMb13/4" Ungrouted CMU, (ASTM C-90 Jamb ally 1414" Southern Pine (SG-0.55) Head/S19/Jamb 114' Elm Ultraaon Concrete (min. Z85 ks0 Head/Si9 1" 113/6" Ungrouted CMU ASTM 090) Jamb only 1' 1-1/4' ri12, 18-0ar410 SM B.S.SMS, P.T. Southern Pine (SG=0.55 Head(SmlJamb 9116, 1'31a' Aluminum, 6063-75" HeadfVR/Jamb 318' 0.0 &3' Sty, A36• Head/SM/Jamb 318" 0.05V 3 (min..S. 11 Steel Stud, A653 Gr. 33• Head/SlPJJamb 3/8' 0.001" 114" Elea I" S.S. Aggre-Gator Concrete (min. 3.275 ks1) Head/SIUJamb 141r TwF Ungrouted CMU, (ASTM C-90) Jamb orgy Z' 1-1w Grouted CMU (ASTM C90, Mtn. 2 ksi gmut) Jamb only 2' 2' P.T. Southern Pine (SG=0.55) HeadOR/Jamb 1• F 14 Steel SMS G6, (min. 1l threadslin) P.T. Southem Pine (SG--0.55) HeadlSia/Jamb emu, 1.1I8' Alumin=, 6063-T5' Head/Si0/Jamb 3/a' 0.063" Steel A38' liead/SIO/Jamb 316" 0.050' Steel Stud A653 Gr. 33' HeadlSRI/Jamb 3/8' 0.0451' MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ""P-HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQI IIRFMFnITS 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDTO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND.INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OROTHER 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 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE_ IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TALI G R CFF nf=TA11 C r1M gP;:F:TCd A..°° Glass Type Description (Listed from Exterior to Interior) G3 7/16' Laminated: (2) Utes of 9/'16" HS Glass with .090' PVB Intedayer 493A 9/16- Laminated: (2) Ulm of 1/4" HS Glass with .09T PVB Intedayer G4 7116" Laminated: (2) Utes of 3/16' HS Glass with .090" SG Intedayer CAA 9/16" Laminated: (2) Utes of 114" HS Gass with .0W SG Intedayer GS 1° Laminated La. 3/16" TExledor Cap +318" Air Spare +7/16' Laminated; ) Lhes of3f16' HS pass with.090' PVB Intedayer GSA 1" Laminated LC.: Ile T Exterior Cap + 5116" Air Space +7116' Laminated; (2) Urges of 3116' HS Glass wlth.090' PVB Intedayer G6 GSA 1' Laminated La: 3/16' T Exterior Ca +318" Air Space +V16" Laminated; (2) Utes of 3116' HS Glass with.09T SG Inteda/eT V Laminate I.G: 1/4' TExtedor Ca +6/16' Air S w +7/16' Laminated; ) Ules of 3/i5' HS Gass wIM.09T SG Intedayer G7 7H6" Laminated: Utn of 3118" ANN Glass with .097 SG kdeda er G7A 9f19" Laminated. (2) Utes of 11V ANN Glass wlth.090° SG Intedayer GB 1" Laminated I.G.: 31W TExledor Cap+ 318' Alr Space + 7116" Laminated; (2) Lites at 3116" ANN Glass with .090' SG Intedayar G8A P Laminated LG.: 1/4' T Exterior Cap+ 5116" Air Space + 7116' Laminated; (2) Lites cf 3116" ANN Glass with .090' SG Intedayer VENICE FL X276 CFAT. OFAU17L AMM GENERAL NOTES.............1 EXAMPLE CONFiGS.......... 23 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS......_...._12-14 ELEVATIONS .....................15,16 PANEL / SILL TYPES.........17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 8 3 ON RATED FOR LARGE a SMALL SHEETS 6.7 & 8 MISSILE IMPACT RESISTANCE STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), S(H EDITION -ASTM E1300-09 �ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM 2010 �AISI-S100-07162-2010 GLAZING NOTES: "ANN' = ANNEALED "HS" = HEAT STRENGTHENED "T' = TEMPERED "PVB"= 090' BUTACITe PVB BY KURARAY AMERICA, INC`` 'SG" = .090" SENTRYGLAS® BY KURARAY AMERICA. INC. NOTES AND MAP SERIES 170 ALUM. SGD - LM IMPACT _�� sco-77d NT5 1 1 - 22 PGT0130 PRODUCT REVISED as �omprying with the Florida solidi., Code NOA-No. 16-0629.06 E.pli ation Data 02117J2020 sY �� MIam1- ,P5d6 Product Control O'X LYNN Aaj(',���i • JCENS, •'•�4� No.58706 6 g TIC `r' STATE OF ZOMV ydyw� � or, i pe EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 t2 MAX. UNIT HEIGHT PER TABLES 13 NOM. PE MAX HE PER T 1-PANEL L_ CONFIGURATIONS K r r 0 0 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "KW" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH pXXXXp. pX)= OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 13 1 3 CAN BE OXXXp. i 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION t j OF ANY 2 STRAIGHT CONFIGURATIONS. Jc 1 a MAX. UNIT 9 I �o a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT 1 1a 1 i ti rc PER TABLES 1.3 "X" = OPERABLE PANEL, — I $ "O" = INOPERABLE PANEL, POCKET I � "p" = POCfO='f DETAIL LETTER —s.r-- W = WOOD OR METAL INSTALLATION 2-PANEL W"c" = CONCRETE INSTALLATION CONFIGURATIONS 1 t3 fSHEETNUMBER NOT. � — PE �r — i I Jo I c 171 )woa o MA) Ip HE Y�= F I�1w TAB1 �CKET 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH t 13 1 is t is PER TABLES 1-3 13 1 Wt 19 62 MAX. UNIT 1 W t c is s t9 HEIGHT t� t t 1s 1e PER TABLES 13 AB MAX. UNIT 1NIuIH PANEL WIDTH RTABLES I3 t to t UNIT 1 tc 1s s t ICaHT 1 13 19 1 LES 1-3 LL III Q'�Q�7 m in m ES 1-3 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" W Jc i 4 14 1 15 15 4 1 Izdo � y Iv ti I °a�d POCKET 1 4-PANEL CONFIGURATIONS 1 13 3 13 MAX. UNIT WIDTH NOM. PANEL WIDTH W PER TABLES 13 -i�r--- I � 1 14 4 I o MAX. UNIT w j z i o HEIGHT 1s SEE 1'cK PER ttoi7� '.O' / zTHM x Q NOTE TABLES 1-3® BEET POCKET 5-PANEL CONFIGURATIONS 3 1 t3 3 BY P"b: RWblws 10707WHNOlOGYMME I i 1 K VaV= PL9e27s I L ,' CERT. OFAUFM 9 MM CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SERIES 1-70 ALUM. SGD - LM IMPACT at.mnm¢ srt er,e m..+ooxa sGn no NTS 2 a 22 POT0180 PRODUCT REVISED aS Complying with the Florida Building lode NOA-No. 16-0629.06 Expiration Dot. 02117/2020 BY i�2— Miamf-D W Product Control i' j" •:r may. it :',-.�. A. LYNN MILLER. P.E. P.E.$ 58705 Q'�Q�7 m in m ES 1-3 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" W Jc i 4 14 1 15 15 4 1 Izdo � y Iv ti I °a�d POCKET 1 4-PANEL CONFIGURATIONS 1 13 3 13 MAX. UNIT WIDTH NOM. PANEL WIDTH W PER TABLES 13 -i�r--- I � 1 14 4 I o MAX. UNIT w j z i o HEIGHT 1s SEE 1'cK PER ttoi7� '.O' / zTHM x Q NOTE TABLES 1-3® BEET POCKET 5-PANEL CONFIGURATIONS 3 1 t3 3 BY P"b: RWblws 10707WHNOlOGYMME I i 1 K VaV= PL9e27s I L ,' CERT. OFAUFM 9 MM CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SERIES 1-70 ALUM. SGD - LM IMPACT at.mnm¢ srt er,e m..+ooxa sGn no NTS 2 a 22 POT0180 PRODUCT REVISED aS Complying with the Florida Building lode NOA-No. 16-0629.06 Expiration Dot. 02117/2020 BY i�2— Miamf-D W Product Control i' j" •:r may. it :',-.�. A. LYNN MILLER. P.E. P.E.$ 58705 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" W Jc i 4 14 1 15 15 4 1 Izdo � y Iv ti I °a�d POCKET 1 4-PANEL CONFIGURATIONS 1 13 3 13 MAX. UNIT WIDTH NOM. PANEL WIDTH W PER TABLES 13 -i�r--- I � 1 14 4 I o MAX. UNIT w j z i o HEIGHT 1s SEE 1'cK PER ttoi7� '.O' / zTHM x Q NOTE TABLES 1-3® BEET POCKET 5-PANEL CONFIGURATIONS 3 1 t3 3 BY P"b: RWblws 10707WHNOlOGYMME I i 1 K VaV= PL9e27s I L ,' CERT. OFAUFM 9 MM CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SERIES 1-70 ALUM. SGD - LM IMPACT at.mnm¢ srt er,e m..+ooxa sGn no NTS 2 a 22 POT0180 PRODUCT REVISED aS Complying with the Florida Building lode NOA-No. 16-0629.06 Expiration Dot. 02117/2020 BY i�2— Miamf-D W Product Control i' j" •:r may. it :',-.�. A. LYNN MILLER. P.E. P.E.$ 58705 5-PANEL CONFIGURATIONS 3 1 t3 3 BY P"b: RWblws 10707WHNOlOGYMME I i 1 K VaV= PL9e27s I L ,' CERT. OFAUFM 9 MM CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SERIES 1-70 ALUM. SGD - LM IMPACT at.mnm¢ srt er,e m..+ooxa sGn no NTS 2 a 22 POT0180 PRODUCT REVISED aS Complying with the Florida Building lode NOA-No. 16-0629.06 Expiration Dot. 02117/2020 BY i�2— Miamf-D W Product Control i' j" •:r may. it :',-.�. A. LYNN MILLER. P.E. P.E.$ 58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16" @ 96" HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4' @ 120" HEIGHT LOCATIONS USING DETAIL "Jwr, Je, "Kw" OR "Kc" INSTALLATION. NOM. PANEL WIDTH Ac 3 1 3 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp, p)O= ORXXXXp. OXXX IN POCKET CONF14URATION -1�� ---� I CAN BE OXXXp. w Jc t 13 1s 1 19 1a t I 2) 90" & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION t 1° 79 t t19 c OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNITHEIGHT, 1 I19 e t s I C, 1h 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 96' OR 120" / I I °n N = OPERABLE PANEL, POCKETI '� *0' ' = INOPERABLE PANEL, LL�i-s� -p"=POCKET 6-PANEL CONFIGURATIONS t 3 113 f—DETAIL LETTER j�W' = WOOD OR METAL INSTALLATION MAX. UNIT WIDTH \9J "e = CONCRETE INSTALLATION SHEET NUMBER NOM. PANEL WIDTH t Acc 13 t c 3 12 13 PER TABLES 1-3 —sir---� Jw Jc i DLO WIDTH = NOM. PANEL WIDTH -7' 13 1s s 1s 1s 19 t9 1 I DLO HEIGHT =DOOR UNIT HEIGHT -10.125" 1 13 is 1s t9 19 19 1s 1 i g o PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" MAX. UNIT R N HEIGHT 1 73 9 19 19 19 1 1 e PER TABLES 1-3 Poster NOM. PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT PER TABLES 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS M VENIC FL342YDWVE Ii ]Yn—w ,r a.a....,.... ,�.,....-.. ., p4fy 1600 IIILJI� {ylj\j�`SERIES 770 ALUM. SGD - - sac` art GM CFAV714. MM SCD.7m IVTS 1 3 122 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02117/2020 By Mlam D 'oduct Control ?. -8705 . 4 PACT :`•"t:.=.• ' ^41P A LYNN MILLER PE. PG7D130 B P.E.#58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 7/16" NOM. 1" NOM. 3/16" HS GLASS 3/16" HS GLASS 3/16' HS GLASS — .090" PVB •0&VB 090" SG 3/16" HS GLASS- HS 74 3/16" HS GLASS 74 3/6" AIR SPACE 74 3/16' T GLASS 6282 - 83 EXTERIOR EXTERIOR 3/4" NOM.GLASS 3/4"NOM. 1gI127 BITE.GLASS BITE EXTERIOR. a 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 114" HS GLASS 1/4" HS GLASS 090" PVB .090" PVB .090" SG 3/16' HS GLASS 1/4" HS GLASS 74 1/4' HS GLASS 74 6/16" AIR SPACE 74 114' T GLASS 82 82 83 3/4" NOM. 3/4" NOM. 3/4" NOM. EXTERIOR EXTERIOR a GLASS GLASS 124-127 GLASS BITE BITE BITE EXTERIOR PRODUCT REVISED _ as comptying with the Florida Building Code 81 81 NDA-No. 16-0629.06 79 54 yy 55 Expiration Date 02/17/2020 By AAIa o pmduet l:ontml 9116" LAMINATED GLASS, TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: "ANN' = ANNEALED "HS' = HEAT STRENGTHENED ido.::37G5 'r=TEMPERED - k c "PVB"=.090" BUTACITE PVEPBYKURARAYAMERICA, INC. 7 "SG' _ .090' SENTRYGLASFBY KURARAY AMERICA, INC. = ;�_ (% JR osusrmie B l7JSPAC@28. ,n7oTr�u,oLOciYDRVE GLAZING DETAILS ;.•..-°e�;�: �...-• ..71.. iGuw '� K VENlCE FL3{7J6 ne - >•; ^+, .. i,(.: . "a0o5: a� SERIES nO ALUM. SGD - LM IMPACT /aet/aeoaaw ae smnv a"a� A. LYNN MILLER P.E. JR 1WilYi4 CERT.OFAUiL 8Y9296 ® SGD•770 NTS 4 - 22 PGT0130 B P.E 58705 GLAZING DETAILS (G6 G6A G7, G7A, G8 & G8A) l" NOM. 7/16' NOM. 1" NOM. 3/16' ANN GLASS 3116' HS GLASS 3116"ANN GLASS 090' S .090' SG .090' SG 3116' ANN GLASS 3116" HS GLASS- 318. AIR SPACE Ta 3116' ANN GLASS 74 318" AIR SPACE — PACE 74 3/16" T GLASS ^ 82 3/16' T GLASS 83 83 3!4" NOM. EXTERIOR 3/4" NOM. GLASS 314" NOM. - 124-127 124-127 GLASS BffE GLASS BITE SITE EXTERIOR EXTERIOR a f so T9 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16' NOM. 1' NOM. 3/16" HS GLASS 3/16" ANN GLASS .090" SG 1/4' ANN GLASS .090" SG 3/16' HS GLASS .090 SG 3H6' ANN GLASS 5H6"AIRSPACE 74 1/4"ANN GLASS 74 5116, AIR SPACE--\74 1/4" T GLASS 1/4' T GLASS 82 83 83 3/4" NOM. 314" NOM. EXTERIOR GLASS 124-127 3GLASS 124-127 GLASS a BITE SITE BITE PRODUCT REVISED EXTERIOR as complying with the Florida 31 EXTERIOR 1�3 Building Code N OA-Mm 16-0629.06 79 54 78 Expiration Date 02117/2020 55 55 IYilam a Product Control 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A GLA7JNG NOTES: , ..:.; . =� "ANN•=ANNEALED a ;,� 'HS' = HEAT STRENGTHENED - " (' = TEMPERED = ' ,' '37Co' = "PVB" = .090" BUTACITE P)AY KURARAY AMERICA, INC. 'SG' =.090' SENTRYGLAftY KURARAYAMERICA, INC.- S6 •,•• Fa,"tl BY• JR dSe ava52o16 Fai 46 B DEDSPACERa 1070TECNNOLOGYDRNE ALVadc&H. Sim leer}4sarvrod cEnr oFAun+ PtsuB ® pmy5", GLAZING DETAILS ".A . `1.iic .:. ..� ••^:o"•`•"';:,;; ;. . _ f'jAr 4; " A L M P.E rear SERIES 770 ALUM. SGD - LM IMPACT a...aer. om r e"xroea scDa7o MN TS 5 4 22 PGT0130 B JR 101ID114 6 - , Design Pressure (DP) and Anchor Quantities Required, (forall approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90" or 135" comer units, see sheet 11 Maximum DP for all sizes: +60 / -60 (May be limited by Table 1A) Table applies to Glass Door Unit Height �" �" Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile / Astragal 7/8" DLO 73 D 79 7/e" DLO 65 Anchor Group Anchor ho Artc rGroup Anchor Group Anchhoror Group types shaven below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 HeadlS1 +1 C4+1 MA+1 54+ C4+1 C4+1 C4+1 C4+1 0+- C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" Jamb mb 8 B 8 8 8 8 8 8 8 8 8 e 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 Head/Sill C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30' Jamb 8 8 8 8 8 8 8 8 8 8 B 8 6 8 8 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Z Head/S111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11 C4+1 36' 29" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 0- a DLO P4look 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+0 Head/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 z35' 42' Jamb 8 . 8 8 8 8 . 8 8 8 8 8 8 8 8 8 8 8 D P hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 Jamb 8 8 8 8 8 e 8 8 8 8 8 8 8 B 8 8 DLO P-hook 6+7 , 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE VN U51Nli IACLE, W= sneer r. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4- SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. 3) 4", 3.1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water infiltration Rating) SRI Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/Z' see note 3 Low - 2.1/2' + 48.67 Medium - 3-1/4' + 60.0 Hi -4" +50.0 SEE NU I ES 1-3 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" OH LENGTH 'U5: IIQI OH RATIO? 1 OH RATIO = OH LENGTH OH HEIGHT Straight Astragal Lockstile@ 90"Astragal LockstileCa 135'Astragal Lockstile@ Interlock P-hook Lotks[ile@Jamb Assembly Straight Astragal Assembly - 90'Astragal Assembly 135°Astragal Standard Stiles Standard Stile Standard Stile StandardStlle Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Outside w-S� Inside Carder CEOCom� t '� e -Id. Corner Con Outside Insideide Cor Comer Part #60 (x2) Part#60 Part#60 Part #60 (Stile) part #67 (Astragal) Part#60 Partt#61(Stlle) Dart #118 (Comer Part #119 (OUL) part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Receiver] (Corn. & Fxd Mount) VHJ(CE: FL CFRr.OFAU7IL9?RW SERIES 770 ALUM. SGD - LM IMPACT .,..woe sa`e sb� o�axa aGD•770 NTS 6 d 22 POTO130 PRODUCT REVISED as complying with tho Florida ouliding Code NOA-No. 16-0629.06 Expiration D�atooO22/17/�2020 BY //rif MiamP" Product Control , b171: > A. LYNN MILLER P.E. P.E.# 58705 TABLE Z: Design Pressure (DP) and Anchor Quantities Required; (for all approved configurations on Sheets 2 & 3) Maximum DP for all sizes: +60 / -60 For comer astragal anchorage on 90' or 13Y comer units, see sheet 11 (May be limited by Table 2A) Door Una Height Table appllas to Glass Types �.. 84' 90" 96" 102 108 114' 120' 4, 4A, 6, CA, T, 7A, 8 & BA a9-7le• DLO 7&718" DLO 70-718" DLO 85-718• DLO 91-71T OLO 97-71W DLO 103-71W DLO 09.718' DLO and the Stile ! Astragal types Anchor Gaup Anchor Group Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group shown below. 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 9 4 1 2 34 1 2 3 4 1 2 3 4 eadiSN 1 04+1 C4+1 C4+1 G}+1 C4+1 C4+1 + CA+1 C4+1 C4+1 C4+1 04+1 C4+1 G7+1 Gi+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+ 1 C4+t +1 C4+1 G1+1 21+1 C4+1 C441 04+1 C4+1 C4+1 Jamb 8 8 8 B 8 6 8 8 8 8 9 8 8 a a B 10 10 10 10 10 10 10 10 10 10 10 to 10 10 10 10 24'[DLO 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 &19 8+9 8+9 6+9 8+9 9+10 9*10 9+10 9+10 9+10 9+10 9+10 9+10 P-hook 6+7 6+7 C4+1 6+7 CA+t C4+1 C4+1 C4+1 C4+7 C4+t C4+1 04+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 Itzad/Sla C4+1 8 B 8 8 8 8 6 8 8 8 8 a 10 10 to 10 70 10 10 70 10 70 t0 10 10 10 10 10 30"23* Jamb DLOPdwok B 8 8 8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+0 B+B B+9 8+9 6+9 8+9 '8+9 8+10 9+10 9+10 8+10 9+10 9+10 9+10 9+10 Head/Sia 6+7 C4+1 B+7 C4+1 6+7 C4+1 6+7 C4+1 7+8 C4+1 C4+1 C4+1 C441 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 O4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 Ot+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 B a 8 8 a 8 8 a 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 36' Jamb 6+7 7+8 7*8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 B+B 8+8 8+9 B+g 9+10 9*10 9+10 9*10 9+10 9+10 P-hook — Fead/Slil 6+7 C4+1 6+7 C4+1 6+7 C4+1 C4+1 04+1 G1+1 04+1 CA+1 04+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 CSt1 C5+1 CA+1 CA+1 C5+1 CS+i Jamb 8 9 8 8 e B 8 8 8 B 8 8 9 8 a 8 10 10 10 10 10 10 10 10 to 10 10 10 10 10 i 42"DLO 8+7 7+8 T+8 7+8 7+B 7+8 7+8 78+8 7+0 7+8 7+6 7+8 T+8 8+9 8+8 8+9 8+9 8+9 8+9 8+9 8+9 $C4r,*4+ 8+70 9+10 9+10 9+10 9+10 B+10 P-heok 6+7 6+7 0+7 C4+2 G4+2 G1+2 C4+2 C4+2 C4+2 C4+2 C4+2 GI+2 C4+2 CA+2 C4+2 CA+2 CA+2 C4+2 C4+2 CS+2 CS+2 CS*2 C5+2 2%2 C6+2 C5+2 C5+2 i♦aadlSai Cq+2 01+2 G4+2 C4+2 C4+2 G4+2 8 8 8 8 8 10 /0 10 10 10 10 10 10 10 10 10 fo 10 10 46• B B 6 8 8 a 8 8 8 a B+tO 9+10 9+10 9+10 9+10 9*10 P-hoa6+7 6+7 6+7 8+7 7+8 748 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+B B+9 a+B 8+9 8+9 8+9 B49 8+9 8+9 Head/47- Slll C4+2 C4+2 a+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G1+2 04+2 C4+2 CA+2 �• Jamb8 8 B 8 8 8 6 8P-hook available in these sizes 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+BNot HeadlSia C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 G1+2 GF+2 C4+2 C4+2 C4+2 C4+2 C4+2 + C5+2 Jamb B 8 B B 8 8 8 8 8 8 8 a 8 8Lo 6 8 P:W_Ic 6+7 6+7 6+7 6+7 7+6 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 + 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL 2) WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4•, 3-114- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE V = EXAMPLE ON SHEET DLO WIDTH = NOM. PANEL WIDTH - 7" OH LENGTH I� - DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" Ir w OI OH RATIO z 1 PANEL HEIGHT= = DOOR UNIT HEIGHT-1.866" O � 6) JAMB ANCHORS ARE SPECIFIED AS THE SEE NOTES 1-3 OH RATIO = OH LENGTH INSTALLED. OH HEIGHT Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see pressure, per 17) FlSheet ush-1 -1/2" se e note 3 Low - 2-1)2" + 46.67 Medium - 3-114" + 60.0 High-4' +60.0 THE FOLLOWINt3511LE8a interlock Aa1hlAaAL P-Hook ITrCJ­--uacv Lodcstlle@Jamb StraightAstragal Assembly LBckstile@ Straight Astragal g0'Astragal Assembly Lockstile@ 90°Astragal 135'Astragal Assembly Lockstile@ 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty5tile Standard Astragal Heavy-duty Stile Heavy-duty Stile Outside Comer, , ,�`►-Iomr --Jil, Heavy-duty Stile Outside Comer Inside Heavy-dutyStlle Inside Comer Heavy-dutyStlle o t - Comer Outside Inside Comer 1 1 Comer Part#61(x2) Part#61 Part#61 Part #61(5tile) Part#67(Astragal) part #fii Part#61(Stile) Part #118Comer ( Receiver) Part #119 (Out.) Part#120(In.) Part #61(Stile) parts #31 & #32 (Con. & Fxd Mount) Part 061 CERT.OFAUIM 9T829a DPAND, SERIES rr.saaa ® SGD677D 1. SGD - LM IMPACT 7 d 22 moo PGTO130 PRODUCT REVISED as comptging with the Florida Building Code NOA-No. 16-0629.06 Expiration Da/t.00221117/2020 By rAlamF-0a�uct control 1:1r ;f 6:` tb 7b t Ur A. LYNN MILLER P.E P.E.# 58705 TAW = Q. Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP shown below For comer astragal anchorage on 90" or 135' comer units, see sheet 11 (May be limited by Table 3A) Table applies to Glass'lypes 4, 4A, Dow U tHeIght air 84" Rr - 96" 1D2" 108" 6, EA. 7, 7A, 8 & BA and the Stile / Astragal types show belmv. 69-7 8" DLO 73- /8" DLO 79.7/8" DLO &5-7/8" DLO 91 7 8" DLO 97-7/8" DLO Anchor Group I Anchor Group Anchor6roup Anchor Group Anchor Group AnchorGroup 1 1 2 1 3 1 4 1 1 1 2 1 3 4 t 1 2 1 3 1 4 1 1 2 3 4 1 2 3 4 1 2 3 4 Des Pressure t/-g0.0 sf - s1 +/-76.0 ps 24° 17" HeadlSiO C4+1 C4+t C4+1 C9+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+7 C4+1 04+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb e B 8 8 8 e 8 8 a B 8 8 B 8 a 8 10 10 10 10 10 10 10 10 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 17+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/gyp 0 PS +/$25 psi +/-76.0 psi 30"" Head/SID C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+t C4+1 C4+1 04+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 = DLO Jamb e I a I 8 I 8 I B 8 I B I 8 1 I 8 I 1 B 1 8 I 1 8 I 8 it 8 8 8 10 10 1 10 1 10 10 1 10 10 10 'g P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 748 748 7+8 7+8 8+9 0+9 8+9 8+9 8+9 8+9 8+9 8+9 m Design Pressure +/-90.Opsf +/-825 Psi +/-75.0 PSI 36" 29" HeedISN C4+1 C4+1 C4+2 09+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 t:4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C6+1 a DLO Jamb a 8 8 8 8 8 8 8 8 8 8 B 8 a 7D a 10 10 10 10 10 10 10 10 c P-hook 6+7 6+7 6+7 6+7 7+8 7+9 7+8 7+0 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 E Design Pressure +/-90.0 psf +/.e25 psi +1.75.D psf 42° 35" Head/Sill 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO Jamb 8 6 6 8 8 8 8 8 8 8 10 8 8 8 10 B 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 A 8+9 9+9 8+9 8+9 1+9 8+9 8+9 g+9 8+9 Design Pressure +Am0 Psf See Note A below +1-825 psf +/-75.0 psf 46" 41" Head/SBI 04+2 C4+2 C5+2 C5+2 C4+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Cu+2 C6+2 Cfi+2 C6+2 C5+2 C6+2 C6+2 C5+2 C5+2 I C6+2 C6t2 DLO Jamb 8 8 8 8 1 8 8 10 1 8 1 8 1 9 1 10 1 8 1 8 I 8 1 10 ji B- 10 1 to I t0 1 10 10 10 10 10 P-hook 6+7 17+8 1 7+8 1 7+8 1 7+8 1 8+9 8+9 1 8+9 1 B+9 1 8+9 1 8+9 1 8+9 1 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+11 9+10 9+10 ,— viva --vv .rw , cam, , ,. .—I— , w.v IOr—V✓1oo 11—Y'—,..—, rli, oaoA; 'rYor.l rvm OLR,7D �T rr i NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USINGTHE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A DLO HEIGHT = 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TWP Cr)l 1 r1WIAlr_` CTII = ➢. ACTDAr_AI T D=C CWAI I M= I femn CAo TA...' CCC CLICCTC — Y_ — — DA— I1111A=K-11— A o,V nr_-T A," c Interlock P-hook Lockstile@Jamb Straight Astragal Assembly Lodatile@ Straight Astragal 90'Astragal Assembly Loclatile@ 90"Astragal 135'Astragal Assembly Lcckstile@ 135'Astragal Heavy-duty Stiles Heavy-duty Stile HeavydutyStile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavyduty5tile 0 ov 6Comer Heavy-duty Astragal Outside Comer Insidelde Co Outside Comer 77120 Inside Corner Inside Outside Comer a..t� Part #61(12) Part #61 Part #61 Part #61 (Stile) Part #68 (Astragal) Part#51 Part #61(Stile) Part#118 (Comer Receiver% Part #119 (Out.) Part 41120 (In.) Part 961(Stile) Parts #31 &#32 (Corn. & Fxd Mount) Part#61 DPANDANC SERIES 770 cERr.0FAUM&=ae I swarm I NTS 1 8 d 22 j PGTOt30 TART F 3A• SiH Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, sea Pressure PSI Sheet 17) Flush-1-112" see note 3 Low-2-1/2' +46.67 Medium -3-114" +60.0 High-4" +90.0 SEE NU IE51-3 OH LENGTH I- x OI OH RATIO 21 OH RATIO= OH LENGTH OH HEIGHT PRODUCT REVISED as comply1 9 with the Florida Building Code noA-No. 16-0629.06 Expiration Date02/17/2020 By Mlami=D roduc�f . a. FT *fir A. LYNN MILLER, P.E. P.EJr 58703 as. NO FRAME 17+8" P-HOOK ANCHORAGE CONSISTS OF: SEE'C5" CLUSTER SEE JAMB (7) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX UNIT WIDTH DETAILS, SHEET 10 SEE'C5" CLUSTER DETAILS, SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR FOR ASTRAGAL EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES "CB" SHEET 10 FOR INTERLOCK 24' MAX O.C. NOTE, INTERLOCK CLUSTER,SEE THIS POCKETS Ayp 60 NOM. DETAILS, SHEET 11 x 24" MAX. O.C. 24" MA O.C. SEE POCKET 8 P-HOOK _ \ I PANEL WIDTH x O r------ _x x ,�j1 x x JAMB MOUNTING I 6 MAx. x x xxxx xx x x �x xxxx x x INSTALLATION, ADAPTER THIS SHEET l 000���}�� x x ANCHORS MIDWAY I i ° L 3" MAX. & SHEET 14 BETWEEN P-HOOK -` ANCHORS & AT 3' i j j ° x= FRAME FROM TOP & 1 ®i m ANCHORS BOTTOM i iS MAX.14" I j o a O.C. ' 8" MAX. TO OPENING y o®I 14" MAX. O.C. 0 o= P-HOOK EDGE OF POCKET SEE 0 ANCHORS INSTALLATION i o ¢ I ®� z DETAILS'Jc'&'Kc, mO=P-HOOK END PANEL SHEET 14 &PART i �y ®� i ;1 MOUNTING _ANCHORAGE DETAILS'J"&'K', Ix�y + j ° 3"MAX. ADAPTER (2 ANCHORS) SHEET 19 FOR SAX I I ANCHORS P-HOOK e--____ x--` _ - "+2° - x'x x" x' ANCHORAGE ANCHORS END PANEL x 'x x x x x ANCHORAGE xx xx x " (SEE SKETCH BELONG �°+2 —'+2• AN( CENTERLINE 3'MAX, TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" —' EXAMPLE' 5-PANEL, 2 TRACK 90° OUTSIDE CORNER - p)CMO - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 96' NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6 8: CENTERLINE OF HEAD & SILL: B" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. SEE "C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. -DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY .. "+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TOTHE NEXT ANCHOR CLUSTER IS OVER 24°, OTHERWISE ANCHORS ARE NOT Fn I REQUIRED AS PER THE FIGURE AT RIGHT: 6 MAX. S 14^ MAX. ANCHOR 6° MAX. 4 PAIRS OF x ANCHORS 96" x (TOTAL 6 UNIT 21" Mn7C ANCHORS) HEIGHT O.C. PERJAMB x x� (SEE JAMB DETAIL BELOW) END PANEL Ir ANCHORAGE (SEE \,2♦2" SKETCH BELOW) ANCHORAGE 6° SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE 'ERIOR HEAD OR SILL IF A SPLICE E'i OCCURS AT THE P-HOOK. 5.64" CEMERLINE JAMBS & P-HOOKS; 6 MAX. FROM BOTTOM, 21 MAX. ANCHOR PAIR O.C. (JAMB ). 1 2_TRACK OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14, ANCHOR PAIR REQUIRES '+T ANCHORAGE SEE "C5' CLUSTER END PANEL CENTERLINE CENTERLINE C6' CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE DETAILS, SHEET 11 �OF FORASTRAGAL OF {2 ANCHORS) B. INTERLOCK I ASTRAGAL MB. 4.051" 1 3.5" I j . OF PANEL 3E '+2" ANCHORAGE 4►—OF BAN Ir E "+2- ANCHORAGE CENTERUNEL 4 OF PANEL 5E SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS xa,robme 1070 TERINOt°Lil'nRNE ANCHORAGE SPACING & EXAMPLE PLANS B,>Yea5 SERIES 770 ALUM. SGD - LM IMPACT 600 s.+sveme s.r� soave xnawmm CMr.OFF, ® j WaM NTS 9 d 22 PGTO190 PRODUCT REVISED as complying with the Florida Building Code HOA-No. 16-0629.06 J Expiration Date 02/17/2020 By 1_1�9� NGami-Da,IeProduct Control A Lam' A. LYNN MILLER, P.E. P.E.#58705 ASTRAGAL OR SPLICE LOCATION INTERLOCK--t-2IF NEEDED CENTERLINE I --� 1.75"3 j*2.04" 5" EXTROR 712-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4°) ASTRAGALOR SPLICE LOCATION INTERLOCK --IF NEEDED CENTERLINE I 0 4.08 I N EXTERIOR 7" v 3-TRACK FRAME HEADISILL AASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "(34") ASTRAGAL OR SPLICE LOCATION INTERLOCK-4--iF NEEDED CENTERLINE EXTERIOR V 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK—, CONDITION, USE INTERLOCK IF NEEDED CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE 1.75" 7" 7' P 2.04" 4" EXTERIOR 4" DIAG. 7. EXTERIOR 7" �1 J1 I 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK Ca) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED,'C6-) EXTEEMO ID ASTRAGAL OR (FOR SPLICE INTERLOCK--j CONDITION, USE CENTERLINE I 06" CLUSTER DETAIL) 2.04" 4.08" R 7" 4" DIAG. EX 3-TRACK FRAME HEAD/SILL 0ASTRAGALORINTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C5-) ASTRAGAL OR II (FOR SPLICE INTERLOCKI CONDITION, USE CENTERLINE 'CO- CLUSTER DETAIL) 3.5" — 4" DIAG. 2.04" 6.37" DIAG. 4.08" EXTnERIOR 7- EXTERIOR V 4-TRACK FRAME HEAD/SILL 15 0 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5-) VEN TM FL 3ws CERT. OFAURL#ZWO 6" DIAG. 2.04" 21° MAX. O.C. 21' 5.64" MAX. O.C. MAX �2-TRACK FRAME JAMB 6" MAX. ANCHOR PAIR T ASTRAGAL OR I— SPLICE LOCATION INTERLOCK-`j`IF NEEDED CENTERLINE 3.5' 2.04" - � r- 3-TRACK FRAME HEAD/SILL (ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6") ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, DO NOT r"cnlrcDl Mir USE THIS DETAIL) 21" MAX. O.C. r 6" MAX 6"DIAG. I 4-TRACK 6" DIAG. FRAME JAMB EXTERIOR ANCHOR PAIR ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5.64" I 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION �IF NEEDED --1 3.5" 1-"— W�mw� 4-TRACK FRAME HEADISILL Ca. ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION ANCHORAGE, EXAMPLE CLUSTERS nk SERIES 770 ALUM. SGD LM IMPACT sw..nb�t mk sime o.waw soo-� MS 10 � 22 PGTO130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9_ PRODUCT REVISED as comptying with the Florida Building Codo HOA-No. 1"629.06 Expiration Date 02/1712020 BY A� Miami-llr ddProduct Control i?:: is0 F A. LYNN MILLER, RE P.E.$ SUDS K 2.04' 2.04" 2.04' INTERIOR INFERIOR INTERIOR INTERIOR ?4'DIAG. 4' DIAG. 8.94' 6.12 3.5" r INTERIOR INTERI 1 , INTERIOR 90 3, " 90 it EXTERIOR EXTERIOR TERIOR 4" DIAG. 2.04° EXTERIOR 90' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4" 4.08" -1 4" INTERIOR 4.08' 2.04' J Fes- 7" -� %� EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR INTERIOR 7' 1 4.08' --I 3,5" R -1 2.0.4 EXTERIOR 4" 135'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, °C4" INTERIOR 2.04" NOTES: �„ 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 3.5" ALLOWED. 2. DETAILS DEPICT ANCHOR i ° QUANTITY AND SPACING, AND WOULD BE IDENTICAL 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 2.04" J I �--- 7'- 4. ^+1°ANCHOR 8.94" 135° CORNER 2-TRACK FRAME HEAD/SILL I - CENTERLINE (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED, "C6") 4.08 "+1' ANCHOR 7.41" EXTERIOR EXTERIOR (�-. 7° 4" 7° 90" CORNER 135° CORNER 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL ( C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR -� 6.12" INTERIOR 2.04' 4. EXTERIOR 5.88' INTERIOR R 90 ° 3,5" 135° 4° 7. ��I 3 4" EXTERIOR 7" 90"CORNER 4-TRACK FRAME HEADISILL ("CS' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 4°DIAG.i-L�"---4 3,5" I-t- EXTERIOR '`}• ('C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 10707ECHNOLOGYi M VEMCF- FL 34275 CERT, OFAUTH =2 0 EXTERIOR i CENTERLINE 4 OFPANEL INTERIOR ALL "+2" ANCHOR EXTERIOR VIEWS 4" DIAG. 2.04" 12„ 3 6„ CENTERLINE OF PANEL 2.04° '+3" ANCHOR 4.08" EXTERIOR 3.5' -. 1 CENTERLINE 2.04' �—OFPANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) FRIES 770 ALUM. SGD - LM IMPACT :emer ad" awe w. o- SCO-770 NTS 11 d 22 PGT0130 "+2' ANCHOR 2.04" ° 4"DIAG. 3.5° 1 CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. 3.5" 7° l� CENTERLINE I OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as eom 1yyingg with the Florida Building•Code w0A-No. 16-0629.06 Expiration Date 02/�17/202200 Miami-0Pd"roduet Control ..,,. 5 •i A. LYNN MILLER, P.E. P.E.#58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2-1/16"' 114" a orMAY r i SHIM EMBEDMENT: T SEE TABLE A, JJ SHEET 1 2X WOOD TSEEANCHCOR AN TYP., TYP., SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ja 2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEEANCHOR NOTES, SHEET EXTERIOR I 2-1 /16" * EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ja 2-TRACK FRAME SILL ow WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �1 2X WOOD EDGE DISTANCE: TYP., SEE ANCHOR SEE TABLE A, NOTE 3, SHEET 1 I SHEET 1 WOOD ANCHOR TYP., . SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1/4' MAX. SHIM 2 TRACK FRAME JAMB Gw WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116* ' EXTERIOR aI 114" MAX. SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2X WOOD WOOD ANCHORTYP., METAL TYR, SMS ANCHOR TYR, TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 e3-TRACK FRAME HEAD 4-TRACK FRAME HEAD WOOD INSTALLATION � METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1_ WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP_, METAL TYP., SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE & TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 17NOTE 4, SHEET 1 ANCHOR ANCHOR NOTES, NOTES SHEETIZ 1 SHEET1 . _y. -... �:.:z�-r. .1 (1/4"MAX.) .. - ... (1/4"MAX.) � EXTERIOR EXTERIOR 1 a 2-1 /16" * I �2-1/16" * EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �I EDGE DISTANCE: SEE TABLE A, SHEET 2-1/16" WOOD ANCHOR TYR, SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR Iff b 1/4" MAX. SHIM -►A 3-TRACK FRAME JAMB w WOOD INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 VEMCF, FL34VS CERT.. OFAUlRL #MIN 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1- EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 2-1H6"' SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM I-�- 4-TRACK FRAME JAMB Iw METAL INSTALLATION SERIES 770 ALUM. SGD - LM IMPACT at.,rtat em: sgo-rm NTS 12 d 22 PGT0130 * DIAGONAL O.C. IS MIN 4* (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as c mpl Ing with the Mrida Building Zado 16 D629.06 NOA-No. Expiration oat®02117/2020 By - Miami--D��oduct Control LYNN ENS- =• Na. 58705 %1,5 Iu F iL LORI A. LfW&IW P.E P.E# SB705 t INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET CONCRETE EDGE DISTANCE: SEE EDGE DISTANCE: *SEESEE 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETE PER TABLEPER TABLE A, SHEET 1 ` 2-1/16"' PER TABLE EXTERIORA, SHEET 1 A. SHEET I EMBEDMENT:114' EXTERIOR y ,1 ua° SEE TABLE A,MAX. EXTERIOR SHEET 1SHIM MAX a SHIM PROPERLYANCHOR TYR, PROPERLY SECURED1X CONCRETEANCHOR`YP., WOOD BUC.,AHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ah 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLE A, SHEET 1 SHOWN ARE BASED 2-1/16" • ON MIN. ALLOWED. 114' ., ,,:.•: ':;;:.�.:: ;' MAX. + DIAGONAL O.C_ IS MIN 4" f SHIM (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED ,X CONCRETE ANCHOR TYP., WOOD BUCK TYR, SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ga 4-TRACK FRAME HEAD cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP„ SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR ' SEEANCHOR NOTE 5, SHEET NOTE 5, 1 (1/4" MAX.) SHEET 1 SHEET 1 T (114" MAX.) - (1/4" MAX) - - = r e. r- I EXTERIOR I EXTERIOR I 21/16"• 2-1/ifi a EDGE DISTANCE: CONCRETE EDGE DISTANCE- SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 - 2-TRACK FRAME SILL 4a3-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION EXTERIOR 1 a2-1/16" _ CONCRETE CONCRETE PER TABLE EDGE DISTANCE: A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ®4-TRACK FRAME SILL Fe CONCRETE INSTALLATION EMBEDMENT. SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHE EDGE DISTANCE: EMBEDMENT: SEE CONC./CMU ANCHOR —`i ANCE: PROPERLY SECURED BLE A SEE TABLE A, SHEET 1 TABLE A, SHEET 1 TYP., SEE ANCHOR 1X WOOD BUCK TYP., T 1 PRODUCT REVISED PROPERLY SECURED :; EDGE DISTANCE: NOTES & TABLE A, SEE ANCHOR NOTE 3, as complyin with the Florida Building cod90 ' SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 STET I NOA-No. 16-0629.06 SEE ANCHOR NOTE 3, SHEET 1 2 1/16" ` Expiration Date 02/17/2020 SHEET I CONCJCMU ANCHOR CONC./CMU ANCHOR .` 2-1/16" ` PROPERLY SECURED TYP., SEE ANCHOR NOTES & TABLE A, By Miami-D Product control 1X WOOD BUCK TYP., SEE ANCHTABLE SEE ANCHOR SHEET I CONCRETE NOT NOTE 3. NOTES & TABLE A A, CONCRETE EXTERIOR SHEET,.; CONCRETE SHEET 1 OR CMU MU EXTERIOR TABLE OR CMU PER ABLE I r I1 EXTERIOR f1 I PER TABLE JJ�11 V 1/4" MAX. SHIM F+ SHEET1 A SHEETI �� Oat 1' NN. A, SHEET 1 V 114' MAX. SHIM4acEresF' • FP 1/4' MAX SHIM 1--' 2-TRACK FRAME JAMB 3-TRACK FRAME CONCRETEICMU INSTALLATION JAMB 4-TRACK FRAME JAMB L_ Nu. 58705 _ He CONCRETE/CMU ,b.wer: ear n°w,+� INSTALLATION le CONCRETE/CMU INSTALLATION , u.�mr :.'O �.✓� �� arc n, 107VEChMLOGYORNE N. Vzmm ANCHORAGEDETAILS C7 O�'O r �✓ •'. FL icn 0�3T ms W9480-1sa SERIES 770 ALUM. SGD - LM IMPACT t3J. �a."ey: JA nmc 10/f0/14 mec s� seer sass rya, � atL OMT.. OFAUM 4Z290 ssari0 NTS 13 < 22 PGT0130 B pkit�CL�R.;P:E. P�kSg`/OS ET 1 EDGE DIST SEE TA SHEE " 2-,l16" ORC PER A, -+I1+- INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693" MIN. ON MIN. ALLOWED. INSIDE POCKETS 'EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR ILLUSTRATIVE Oo o WOOD ANCHOR TYP.. INFILTRATION CONCJCMU PURPOSES ONLY. SEE SEEANCHOR NOTES ANCHOR TYP., SEE TABLE A, SHEET 1 FOR EMBEDMENT: & TABLE A. SHEET 1 z5 ANCHOR NOTES & ALL APPROVED SEE TABLE A, 28 (ALSO SEE TYP. : ::. .:' :. TABLE A, SHEET 1 SUBSTRATES. SHEET 1 ILLUSTRATION, SHEET 9) •:...r, : 1-1/4" MIN. EDGE DISTANCE DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3. TABLE A, SHEET 1 EMBEDMENT: SHEETS 6 8 FOR SEE TABLE A, : ". ;. •; P-HOOJC MOUNTING REQUIRED P-HOOK 28 EXTERIOR SHEETI ti •`•�;.,: =''..`.:' _.;';•:Y-; ADAPTERCONCJCMU ANDP-HOOK PHOOKWOOD ANCHOR TYP., nn D5 J ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK J' ':'' " "','-'` ANCHOR NOTES & TABLE ANCHOR QUANTITIES. & TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE TABLE A SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) EDGE DISTANCE A SHEET 1 ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, Jc PARTS 918, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., SEEANCHOR P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; EMBEDMENT: SEE TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP., SEE A SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEETABLEA, EMBEDMENT. Ij SHEET 9) SHEET 1 SEE TABLE A, _ E DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE —A, SHEET f (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4- MIN. EDGE DISTANCE P-HOOK SPAS ANCHOR TYP., SEE ANCHOR NOTES EXTERIOR n P-HOOK CONCJCMU� ANCHOR TYP., SEE EXTERIOR fl & TABLE A. SHEET 1 ANCHOR NOTES & TABLE v (ALSO SEE TYP. 2.693" MIN. A. SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19, #21, #23 OR #25, Kc PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A. 2A & 3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY V&WC,F- F-L sari CERT. OFAIJTM. 9=W ANCHORAGE DETAILS FRIES 770 ALUM. SGD - LM IMPACT sco-rm NTS 1 14 122 PGT0130 PRODUCT REVISED as complylng Building Codo with the Florida NOANo. 16-0629.06 Expiration Date 02117/2020 By Miamoduct Control ri LYNN, 4f, . twe : � P.EJ168705 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Ave & Ac', NOTES: SHEETS 12 & 13 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL D', SHEET 18; INSTALLATION DETAILS 'Dv' &'Dc', SHEETS 12 & 13 #10 X 1-11T PH SMS PANEL CORNER DETAIL MAX. UNIT_ WIDTH MAX. -DLO- WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL PANEL PANEL TYPE TYPE PANEL YP TE OS1 AS. WPE NOM. MAX. UNIT P� ETYP. MAX DLO IGHT HEPER WIDTH HEIGHT SEE PER HEIGHT TABLES NOTE 2 TABLES 1-3 1� a b a 90° EXAMPLE: 90' INSIDE CORNER, 4 PANELS —)OM FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer Wwith Hot Melt Butyl See this Sheet for 126 Ouanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer r<crrlccrvcc rca i rccrvnw. r fiver ace v eo... SILICONE STRUCTURAL RS POLYISOBUTYLEN WITH DESICCANT EXT. GLASS R.X 1' ISMS STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT EXT. GLASS--V WIDTH EXTERIOR R 90. CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGESHEETII INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'GC', SHEETS 12 & 13 DLO WIDTH= NOM. PANEL WIDTH -r DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' HOT MELT BUM �3/16'NOM. C�/ \--INT. GLASS V( /� �INT. GLASS +za KODISPACE 4SG TPS Izs SUPER SPACERONXTT" ALUMINUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUT-YLENE • 6/16' NOM. 6/16' NOM. SEAL BUM & SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT, GLASS INT. GLASS BDURASEAL@ SPACER INT.GLASS 1zT XL EDGET"SPACER 1a70 Tf CHMOGYGRIYE ANCHORAGE DETAILS /EXAMPLE ELEVATIC V. VEENIM Fc SQ75 RT. SERIES 770 ALUM. SGD - LM IMPACT 911PBOs 1600 s.+.omr sore m.r a..evxo a CERr. OFAUM A21179e 6YiT1-77D I NTS 1 15 • 22 1 PGTO130 PRODUCT REVISED as complying with the Florida Building Codo _NOA-No. 16-0629.06 Expiration oato02/17/2020 By Mlam ad duct control 52 A. LYNN M0 r FR P.E. P.E.R56705 CONFI G. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; ��'M', ,INSTALLATION DETAILS'Gw &'Gc', SHEETS 12 & 13 N /FAX DCED JAMB DETAIL'G2', HEADER DETAIL'A', SHEET t8; ASTRAGAL HEADER DETAIL A', SHEET INSTALLATION DETAIL SHEET &'Ac, M DLO JAMB DETAIL'G3', SHEET SHEET 18: INSTALLATION DETAILS &'Gc', DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 Aw &'Ac', SHEETS 12 & 13 7 SHEETS 12 & 13 yylp i� Type 18' INSTALLATION DETAILS _1 _G &'Gc, SHEETS 12 & 13 SHEETS 12 & 13 12 & i 90` \ PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' IL! 'D' 'A' M NONI. PANI1 A UN HEI WIDTH TYP. PE MAX. PER SEE TAB DLO TABLES 13 NOTE 2, 1 HEIGHT SHEET15 a a p x MAX 1INIT WInTH ►1 SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 f GHT f 4 IXTE OR INTERIOR PANEL PANEL PANEL PANEL I INTERLOCK DETAIL TYPE TYPE TYPE TYPE M', SHEET 19 X. 'A� ,OS, iC MAX. IT UNIT 90' OUTSIDE CORNER NOM. /Y HEIGHT DETAIL'. SHEET 19 & R SILL DETAIL 'D',SHEET /I PANEL PER CORNER ANCHORAGE SHEET11 LES i8; MAX WIDTHTYP. SEE TABLES INSTALL DLO PER NOTE 2, 1-3 INTERIOR DETAILS HEIGHT TABLES 1-3 SHEET 15 w 'D' &'DC', SHEETS12 j EXTERIOR NOM. PANELES &13, X X X X —ER TABLES✓� � 13 I I MAX. UNIT WIDTH SILL DETAIL'D', SHEET 18, 1 MAX. UNIT WIDTH XX EXAMPLE: OXINSTALLATION DETAILS 2-TRACK 'DW &'Do', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11', SHEET 18; ASTRAGAL DETAILS TV & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS We & L2, SHEET 19� '1 INTERLOCK DETAIL'M', SHEET 19 'To', SHEETS 12 & 13� 1 _ � HEADER DETAIL "l 1 JAMB DETAIL'H2', SHEET P-HOOKDETAIL'J' &'K', SHEET 13', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12, SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET Hw &'Hc', SHEETS 12 & 13 'Jc', — &'Kc', SHEET 1A DETAILS'BW &'Be, DETAILS 'Id & le, SHEETS 12 & 13 18; INSTALLATION DETAILS SHEETS 12 & 13 MAX HEI P TAT Fes— MAX. UNII YYIUI rl --- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j I UNI NOM. GHTT ER PANEL WIDTH TYP. g a j Q i / PER I 3LES MAX. SEE 3 DLO NOTE 2, TABLES 1-3 S.5 j HEIGHT SHEET 15 x 0 X I EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;J (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'Ew' WEd, SHEETS 12 & 13 FL 34275 CENT. OFAUTH. 12MG H MAX. UNII WIUIM PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F IF 'P' M NOM. UN PANEL h HPE WOTHTYP. SEE MAX. PER TAB —NOTE 2 DLO TABLES 13 1 SHEET 15 HEIGHT EXAMPLE:XXXO (4TRACK, BY-PASS) EXAMPLE Cw' & Cc, SHEETS 12 & 13 AX GHT PRODUCT REVISED a.. ptying with the Florida CCoode OAng Noa-No 16A629.06 IT Eiptration oato0211712020 R LES Mlaml-Da ro uct Wnt 1 SILL DETAIL'F, HE 18; INSTALLATION DETAILS Fw' &'Fc', SHEETS 12 & 13 _ JES 770ALUM. SGD - LM /MPACT .srm,e s.ei a..e w+im+a sca77o NTS 16 d 22 PGT0130 -`Shc A LYNN MUM FR P.E. P.EY 587D5 PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE W/HANDLE ASTRAGAL BOXOUT ASTRAGAL BOX IN TYPES Our IN -fc:D GLE INTERLOCK ems- F PP K ur SINGLE INTERLOCK B E P A IN FIXED RR R S S STILE l�yq/q #=Bvl nLB , LOCKSTILE ' D M J W/HANDLE w ASTRAGAL BOX OUT LR a' W/HANDLE ' wpxc„D . rr ASTRAGAL A � ! Y LEFT JwIHANOTE Box ra 1 Teoxwl PANEL a_j ASTRAGAL T U STILE U) Dx ou Br c WTI t LL PANEL "E" SH( APPLICABLE E ASTRAGAL T ` , �f LU J Box IN Ta7 I Sao INT CORNER RT CI � w wlHANDLE #1zo SILL RISERS t EXT COMER 98 LOCKSnLE / T QS z Q a Wl HANDLE /J119 �G ------►►►��� ���---...--- I PMOR] E^(�'-°- EXT CORNER+ 90 RECEIVER ^ / "T /� /� / _ \ W/ HANDLE 4118 VV V V Y_ 90 RECEVER '"T °°""�- A T AS DF +.55T '06 WT HANDLE # 8 EXT CORNER 18 CF T' n ER J-�-- 9D RECEV1 FLH. SRISE /2" CO RNER #31 36 RECEIVER VT VS VF @HANDLE I EXTERIOR —+ Y1 INT CORNER + 36RECEVERp� wWS W/HANDLE 156 19, SILL RISER, BOJG' FLUSH,1-1/2' ' NOT VALID F 10707E0a3QYOE RN N. VFMCE � R3¢275 (ea1}asalsaD cERr. or=AlrrT1 sic r IIILJII' rxe�e�c ws a..mr B^e°� P°• u.J rFt u la 1onala a�imee me ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) G1 2-TRACK JAMB 6" LONG C P #105 1os @ W/RETAINER#106 MIDSPAN (SHOWN WITH y1 FIXED PANEL TO �J THE INTERIOR) �IXTERIOR L a1aX3#a . �u LENGTH OFJAPo1B 2-TRACK JAMB SMs, 3 CLIP #80 OR #105 6" LONG W/ RETAINER #123 E: @ (SHOWN WITH M0)SPAN BO FIXED PANEL TO 60 OR 61 THE EXTERIOR) EXTERIOR SHOWN WITH A 2-TRACK W/SCREEN OPT. SCREEN FRAME HEAD TRACK M,n2-TRACKWISCREEN O FRAME SILL . ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE, . /' k.L% G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) ® Ir. m— lugngmm © ®-I EXTERIO vFRAME HEAD FULL PANEL JAMB LENGTH LOCK PAR 75 8.107.11 ' 17 M OR 61 18 5 5 SEE DETAIL G1 FOR FU(ED 80 PANEL CLIP LOCK 7- 10 75 & 107- SEE DETAIL G2 103 FOR FIXED 5 so OR 61 PANEL CLIP 103 5 16 17 , SEXTERIOR ,1-1,FNTMOIR OR 61 �L IXTERIOR V V4-TRACK EXTERIOR 3-TRACK JAMB 3-TRACK JAMB JAMB 4-TRACK JAMB H1 (SHOWN WITH e (SHOWN WITH 11 (SHOWN WITH OPERABLE PANEL) FIXED PANELTO FIXED PANEL TO 4a (SHOWN WITH OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) ®4-TRACK C FRAME HEAD 4-TRACK F FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 EWES 77Q ALUM. SGD - LM IMPACT wet _Ma+n _ sc�np S 18 m 22 PGT0130 PRODUCT REVISED as comp)ying with the Florida BuBding Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami-0D d Product Control -L A LYNN MILL ER P.E. P.E1#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) l 5 l 4 INTERIOR g1 113 1 t8 ,R, EXTERIOR 111 8 'D EXTERIOR V P-HOOK FOR FLAT SILLS V ®j (EXT. OR INT. OR INT. MOUNT) ®K STANDARD ASTRAGAL #67 L7 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX-W ) 4 INTERIOR 5 11 7 M135'14 15 EXTERIOR 11 5 ®135- INSIDE CORNER o2-TRACK SHOWN ®13V OUTSIDE CORNER of 2-TRACK SHOWN LL VENICE a 3Q75 941PE046W CERr. OFAUTN MM EXTERIOR r1-EXTERIOR `113 103 119/ 1J 68 90* INSIDE WITH HEAVY-DUTY N1 2-TRACK SHOWNHEAVY-DUTY ASTRAGAL #68 90* OUTSIDE N2 2-TRACKSHOWN H 4 INTERIOR ERIES 770ALUM. SGD - LM IMPACT art sort sows �.unnc sc . NTS 19 a 22 1 PGTO130 OR 07E"R�IOR V 60 OR 61 INTERLOCK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. PRODUCT REVISED as comp)yy�'�ng with the Florlda Ballding Codc Non -No. 16-0629.06 E.pi-tlon Out. 0211712020 BY dRamP 7�4Prodoct Control / il:l;r TPI Gt16 A LYNN MILLER, P.E. REN WDS Item DWG # PGT# Description 1 17306 6173W 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD -ON 7K17318 617304 2-TRACK SILL 8 617301 2-TRACK SILL WITH SCREEN RAIL 9 017307 3-TRACK SILL 10 617310 4-TRACK SILL 11 617313 FRAME SLLTRACK INSERT 12 617315 FRAME SILL SCREEN ADDON (SEE NOTE 3) 13 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 1 617305 2-TRACKJAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 18 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 173U 61T322 SILL RISER -FLAT,FLUSH. 1412- 19 17319 617319 SILL RISER -BOX FLUSH, 1-7/T 20 17321 617321 SILL RISER -FLAT, LOW, 2-1/2' 21 17318 61731B SILL RISER -BOX LOW, 2-lir 22 17355 617355 SILL RISER -FLAT, MEDIUM, 3-1/4' 23 17354 617354 SILL RISER -BOX MEDUM, 3-1/4' 24 17323 617323 SILL RISER -FLAT, HIGH, 4- 25 17320 617320 SILL RISER -BW(HIGH, 4- 28 17333 OIT333 POCKEFP-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 1 17335 617335 P-HOOK COVER 30 17348 617348 POCKETP�IOOK FORBOXRISER 31 17318 817376 135 CORNER 32 1 17376 1 61T376 1135FDEDMOUNT ITEMS 40M ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8162 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 40 4319 612257 SCREEN BOTTOM RAIL 47 868 7SRAZ STANDARDROLLER 48 6e8 7SRAX STANDARD ROLLER -ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 017349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61622 SCREEN SPLINE -.165' 52 1894 61694 SCREEN SPLINE -.150' 53 61816C20 SCREEN CLOTH 54 f725 1/2' X4° X 1IRIS' SET. BLOCK, NEOPRENE OS H{ 55 1726 1' X4- X 1/16- SET. BLOCK, NEOPRENE 65 N-5 Item Dwg T PGT#, Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUM 62 17327 617327 IMERLOCKADAPTOR 63 1225 STP248 VINYL BULB WSTP--THN (NSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD - 65 17328 617328 INTERLOCK SCREW COVER 67 ims 617329 ASTRAGAL 68 17339 017339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAL 70 17350 41M WEATHERSTRIP EXTENSDN (INJECTIDN MOLDED) 71 1595 71695 141T X 1' X314° HIGH FN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74. SILICONE DOWA99, DOW-995 OR GE7700 75 8185 78185X GEM NI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 76 71032XIFPFX #1032 X 1' FL. SS SCREW W/ TYPE'F' TIP 77 7103239 1032 STEEL ZNC U-NUT 79 17357 61M 1' IG BEAD 80 17359 617359 V16° BEAD / FDED PANEL CLIP 81 . 17360 617380 9116' BEAD 82 1224 STP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC. LT X 1116' SGL SIDE ADH. TAPE, POLYETH. 100 8D52 48W2 ROLLER AD.L HOLE PLUG 101 72087 JAMB BUMPER - 102 1598 71895 OUST PLUG 103 8186 78186X 1'KEEPER 104 653 7SOKEEP SCREEN LOCK KEEPER 705 17344 617344 FDED PANEL CLIP - V LONG 106 17352 617352 FDED PANEL RETAINER -1y16' 107 1739 71739 HANDLE KO-- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT -RECESSED NTERIOR WITH THUMB TURN 110 1732 70178 HANDLE KIT- RECESSED EXTERIOR PULL Ill 71OX34PPS➢AX AG X3/4' PH. PN. TEK- S.S. 172 1235 07S18 WSTP, .270 X.170 - FIN SEAL 113 1712 64066 .187'X230' FNSEAL 114 710X115PPX Af0X1-1/2' 115 71QWPT A70 X 1' 118 720XIX 414-20 X 1' S.S. 117 72=12X 414-20 X 1-1/2' S.S. 118 17336 617M 900EGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTBDE CORNER ASTRAGAL 120 17338 1 61 t7338 90 DEGREE INSIDE CORN ER ASTRAGAL 123 17352 1 617352 IFDED PANEL RETAINER, 71W 10M 7ECBOJOLOGYI M VEMIC& FL 34276 CEU.. OFAUIH 92M6 PARTS LIST L=/14GV I I L/ MLVIYI. AL7L - LVi 47VII-MLi I ume mt aec o..epra SGD-770 ivrS 20 d 22 PGTO130 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF #12 OR #13 REOUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24' MAX. O.C. PRODUCT REVISED as comp In with tho Florida Building ode NOA-No. 16-0629.06 Expiration Dato 02/17/2020 By Miami-1tS�duct Contml t=_ A LYNN MILLER, P.E.P.E.# 58705 0.080' 1.505" 1' 0.081" 1 2-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" 0.081" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526" 0.080" 1.505" O9 3-TRACK SILL (6063-T6 AL) 8" 7105" 2-TRACK JAMB W/ "fli 15 SCREEN TRACK (6063-T6 AL) 1.211' 1.505" rTF-n F"---i�{ 1.36" 0.081" O3-TRACK HEAD O2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142' 0.081" 4.49' O.D80' f211, 1.505" 7.105° T R, LIJ 0.081" 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1.514" 1.280" 0.060' OFRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062' 0.532" 1.516" FRAME SILL SCREEN - 12 ADD-0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS 94 24" MAX. O.C. r- 0.060" 0.760" I "1.99w FRAME SILL SCREEN 13 END ADD -ON (8063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 100 TECHNaGGYI M VSV= FL 34275 CERT. GFAURL 529238 16 3-TRACK JAMB (6063-T6 AL) -may 1.36" j--- 0.081" 0.062' -�•I 1.872° jam--• I 11.019" SCREEN 4D STILE (6063-T6 AL) 5.069" 1.045" I 1 993 0.062" 14 2--TRACK JAMB (6063-T6 AL) 45 SO CREEN TOP RAIL (6063 T6 AL) n 4-TRACKJAMB (6063-T6 AL) ER/ES 770 ALUM. SGD - LM IMPACT mae cry a.t aoeow SGD-M NTS 21 + 22 PGTO130 �j 1- 0-875, 1. EL 0.062" SCREEN BOTTOM RAIL (6063 T6 AL) PRODUCT REVISED as compfcx WM the Florida Bullding Code NOA-No. 16-0629.06 Expiration Data 02/17/2020 sr Mia.-W[Y.deWMduct Control tia.53T.., - �' 6 e (b - A LYNN MILLER RE P.11#58705 0.718" -1 0.83° 3.802" 2.304" �� 0.752° �j 0,752° �I 0.885° 0.574" 0.796' 1,163"1 [ir0.062" 0.080" 0.062 D.284" � 0.075" 0.233" 0.062" FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 1 5 1i 26 P-HOOK 28 29 3o P-HOOK FOR BOX RISER `!SCREW COVER TRACK ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (80633T6 AL) (6063 T6 AL) (6063-T6 AL) .156" V2.44" 2.30' 1.488' 0.080" 0" 080" 1.870' .016" 31 135° CORNER 32 135° FIXED MOUNT (6063-T6AL) (6063-76AL) 3.979" 0.075" 1.645" 0.125"" s7 STANDARD ASTRAGAL (6063-T6 AL) 4" 0.062" 1,600 = 3.126" ---�1 0.281" -'I 68 HEAVY DUTY ASTRAGA (6063-T6 AL) 1.003" 0.757" 0.050" 0.080" FXED 105 PANEL CLIP 0.709" (6063-T6 AL) 0.709" 123 FIXED PANEL ORETAINER, 7/8' -� 0.080" (6063-T6 AL) 9FIXED PANEL RETAINER, 9116" (6063-T6 AL) so STANDARD STILE (6063-T6 AL) 4" 0.133"E1.600 I� 3.125" 61 HEAVY DUTY STILE (6063 T6 AL) 1.739" O.D62' 1.88ICE I u 8" V INTERLOCK ADAPTER (6063-T6 AL) 4.125" " 1.050" - ►{ 1.050° 1 ] I,050" 1.645" 0.062" 1.304" 0 289 .611" 485" .045' 325' .045" G .- 045°3- TOP/BOTTOML RAIL 79 GLADN Gam) OB 116* GL ZIIDG 81 BEAD LAZING (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL (6063-T6 AL) . 1.03" 4" -y 2.893` 0.133" 1.498' 1.498' J- 0.080" i b.621" 1� 2.826" 118 90° OUTSIDE CORNER ASTRAGAL 90° CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) 10M = MOLOGYDhW EXTRUSIONS N VENICE R WZM iss CERI: OF UfM. t1?�8B 5.621" 0.133, i - . - 4" i2o 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) FRIES 770 ALUM. SGD - LM IMPACT ar�ac .ate a°.e awana scarro NTS 1 22 a 22 1 P6TO130 1.303" 0.325' 0.062" OINTERLOCK SCREW COVER (6063-T6 AL) PRODUCT REVISED as com 1 ng with the Florida BuOding 9e NOA-No. i&ou9.06 Expiration Date 02/17/2020 By Miami-[) e` rroduct Cont/ol A LYNN MILLER, P.E. P.E.9 58m