HomeMy WebLinkAboutX PA-2.1 SS TABLE A: c` 1
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Min.
MIAMI•DADE Anchor Frame Min.Edge Min.O.C. � ,�
® MIAMI-DADE COUNTY o o Anchor Type Substrate Embedment or v
• PRODUCT CONTROL SECTION INCLUDING POCKETS & 90 /135 CORNERS Group Member Distance Distance Metal Thickness CONFIGURATIONS NOTES:
11805 SW 26 Street,Room 208 #12 18-8 SMS or Southern Pine(SG=0.55) 9116" 7/8" 1-3/8" EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS j V
GENERAL NOTES #12 410 SS SMS 6063-T5 Aluminum 3/8" 9/16" 0.071" 20 Ga) POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB J
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 All ( u)
1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. (min.of 3 threads A36 Steel 3/8" 9/16" 0.050" MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","&',"Kw"OR"Kc"INSTALLATION. L N
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 2�DESIGN PRESSURES: MAX. UNIT WIDTH � � �
beyond metal substrate) Gr.33 Steel Stud 3/8" 9/16" 0,045"(18 Ga) EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE % O ' ^
NOTICE OF ACCEPTANCE NOA www.miamidade.gov/economy A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. A � U +' u 1 All Concrete(min.2.22 ksi) 1-1/2" 3" 1-3/8" pXXXXp,pXXXX OR XXXXp,OXXX IN POCKET CONFIGURATION L
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. NOM. PANEL WIDTH NOM.PANEL WIDTH "._1_1J-----1
PGT Industries,Inc. 1/4"De Walt/Elco Jamb/P-hook Filled Block(ASTM C90) 2" 3" 2" A Ac CAN BE OXXXp. al �C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Aggre-GatorO Jamb/P-hook Hollow Block(ASTM C90) 2" 3" 1-1/4" PER TABLES 1-3 1 13 PER TABLES 1-3 � lf) N
1070 Technology Drive, 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS s`r-- E � (�All Southern Pine(SG=0.55) 1" 1" 1-3/8" II 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION O I
North Venice,Fl.34275 PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Southern Pine SG=0.55 9116" 7/8" 1-3/8, I t:Gli
I
( ) OF ANY 2 STRAIGHT CONFIGURATIONS. _ :--' _
#12 Steel SMS(Gr.5) 1 I � 19 I � 'j t v � M
SCOPE' CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of 3 threads All 6063-T5 Aluminum 3/8" 9/16" 0.071"(20 Ga) Jw Jc a o^ Jw Jc o^ TCURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. A36 Steel 3/S" 9/16" 0.050" 13 14 14 w E 19 14 14 w w
This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. The 4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. beyond metal substrate) Gr.33 Steel Stud 3/8" 9/16" 0.045"(18 Ga) MAX.UNIT / z Q_ MAX. UNIT I o a,, 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. ^ M U �
Pp g g g ) / / / K Iz 1 \ N
HEIGHT 14 14 I Q r HEIGHT 19 14 14 I ¢a aaii S_
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete(min.2.85 ksi) 1" 4" 1-3/9' / I w ti w / I w,w "X"=OPERABLE PANEL, � M _P %
1/4"Elco UltraCon® PER TABLES 1-3 I Y x PER TABLES 1-3 / / 1 Y x -
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). NARROW JOINT SEALANT.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF Jamb/P-hook Hollow Block(ASTM C90) 1" 6" 1-1/4" l o�w 1°o Q w "O"=INOPERABLE PANEL,
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. C Head/Sill Concrete(min.3 ksi) 1-5/16" 4" 1-3/8" 1 Q.w" i a w "p"=POCKET O % % O 11J N
6)REFERENCES:ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND 1!4"DeWalt Jamb I P-hook Concrete(min.3 ksi) 1" 4" 1-3/8" POCKET I n POCKET I rn f—DETAIL LETTER U
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN UltraCon®+ Jamb/P-hook Hollow Block{ASTM C90) 1" 3" 1-1/4" I I
_J•, � W=WOOD OR METAL INSTALLATION 3 product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted MANUAL. All Southern Pine(SG=0.55) V. 1" 1-3/6" 1-PANEL w c 2-PANEL "c"=CONCRETE INSTALLATION ' ^^v//
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Alt Concrete(min.2.85 ksi) 2-1/2" 4" 1-3/8" 1 13 J !_1L Ql N
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this CURRENT SIZES
MFLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4"Elco Ultra Con® Jamb/P-hook Filled Block(ASTM C 90 2-1/2" 4" 1-3/4" CONFIGURATIONS CONFIGURATIONS 12 13 SHEET NUMBER O CL z
8 DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb!P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-1/4" � i
MAX. UNIT WIDTH
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to CURRENT FLORIDA BUILDING CODE,AS APPLICABLE, D Head/Sill Concrete(min.3.35 ksi) 1" a" 1-3l4" MAX. UNIT WIDTH DLO WIDTH=NOM. PANEL WIDTH-7"
1/4"410 SS Jamb/P-hook Concrete(min.3.35 ksi) 1" 6" 1-3/4" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 0 i meet the requirements of the applicable building code. 9)TEST REPORTS: FTL-5980, FTL-5993, FTL-6001,FTL-6014,FTL-6015, FTL-6017, FTL-6022,FTL-6023, DeWalt/Elco Aw Ac w c NOM. PANEL WIDTH Aw Ac w c cw Cc
This product is approved as described herein and has been designed to comply with the Florida Building Code FTL-6024, FTL-6025, FTL-6028,FTL-6031,FTL-6033, FTL-6036 AND FTL-7554 Jamb/P-hook Hollow Block(ASTM C90) 2-ill 6" 1-1/8" NOM. PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" L v
p pp g p y g , CreteFlex® 12 13 12 13 12 13 12 13 1 13
All Southern Pine(SG=0.55} 1" 1" 1-3/8" PER TABLES 1-3 PER TABLES 1-3
Including the High Velocity Hurricane Zone. 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, ��r I J`� I
TABLE B, SEE DETAILS ON SHEETS 4&5rl DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Doors w/900& 1350 corners-L.M.I. Glass CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. I Fw 19 19 19 Jw Jc I J
Description(Listed from F�cteriorto Interior) 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. Gc 19 i
Jyy Jc ¢ 1 13 14 14 I
APPROVAL DOCUMENT: Drawing No. PGT0130 Rev D,titled"Series 770 Alum. SGD-LM Impact", sheets 1 Type 4)HOLLOW BLOCK VALUES MAY AL THE MINIMUM STRENGTHS OSO BE USED INRS NFDILLEDSTRATES,SEE TABLE BLOCK APPLICATIONS. SHEET 20. 1w 1 C 19 o.-w MAX. UNIT 12 13 19 19 19 I W O wthrow h 22 of 22,dated 10/I O/14 and last revised on 04/22/20,pre ared b manufacturer, sl ned and sealed b G3 7/16"Laminated:(2)Lites of 3/16"HS Glass with.090"PVB Interayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. MAX.UNIT 12 13 14 14 1 j a HEIGHT Ic 1a 1a °z a co � 0 Jg p y g y G3A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"PVB Interlayer HEIGHT 19 I Q a 1 13 19 19 19 1 ti¢I W W J
Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of G4 7�16"Laminated:(2)Lites of 3/16"HS Glass with.090"SG Interlayer PER TABLES 1-3 / / / 1 w Q TABLES 1-3 / / / / I ¢� W W W U W
Acceptance number and expiration date b the Miami-Dade Count Product Control Section. G4A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"SG Interlayer I o U. I o m W Q C �
p p y y ANCHOR NOTES i 4 w / i 4 W` � J Z � Q 0 U) W Q
G5 1"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"HS Glass with.090"PVB Interlayer PRODUCT REVISED
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant G5A 1"Laminated I.G.:1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3116"HS Glass with.090"PVB Interlayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE as complying with the Florida POCKET I / POCKET I U) U = 0
ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR Building Code I I W CO O
Limitations: G6 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"HIS Glass with.090"SG Interlayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.09 --r`.r_- -s`,r---J W (/) m ( W 6Y Z
PRODUCT REVISED Q = — Z U
G6A 1"Laminated I.G.:1/4"TExteriorCap+5/16"Air Space+7116"Laminated;(2)Lites of3/16"HS Glass wth.090"SG Interlayer 4-PANEL CONFIGURATIONS w c w c F 0 J
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& Expiration Date:02/17/2025 3-PANEL CONFIGURATIONS c w Ec 1 13 1z 13 1 13 as complying with the Florida � Q Z W � � — J
G7 7116"Laminated:(2)Lites of 3116"ANN Glass with.090"SG Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. 12 13 1 13 Building Code Z J
width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures DP lass types, Sill type for Positive DP e ;_ �s� I. �ti,"_>t � 0 — > = W Q 0 J
I1 g ( ) g yh yh G7A 9/16"Laminated:(2)Lites of 1/4"ANN Glass with.090"SG Interlayer Y NOA-No. 20-0429.09 — Qcl:3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY _ U — W � P = W
limits,applicable Standard or Heavy-Duty parts and anchorage requirements. See Typ. Installation In Sheet 10 for G8 V Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"ANN Glass with.090"SG Interlayer Miami-Dade Product Control Expiration Date:02/17/2025 W CO
SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MAX. UNIT WIDTH MAX. UNIT WIDTH P � W W 0 Cn Cn
straight configured units sheet 11 for corner Units and sheet 14 for pocketed Units.Pockets&Egress requirements G8A 1"Laminated I.G.:1/4"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3/16"ANN Glass with.090"SG Interlayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. F_ — Z Z = Z
g g — — p g q By; 1 s a=2 r. ,'„",..
"ANN"=ANNEALED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER Aw A = Q Z 0 U W Q
to be reviewed by Building official. „ _ Aw Ac w Bc ew ec NOM. PANEL WIDTH Miami-Dade Product control Z J J (�
HS"-HEAT STRENGTHENED LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE NOM.PANEL WIDTH 1 13 O LLI � J J
"T"=TEMPERED GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE 1 13 12 13 12 13 PER TABLES 1-3 U - J — Q W O
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and PER TABLES 1-3 c � W H = O � Q
"PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL. _-l", _� 1 13 J Z = Z >
following statement: Miami-Dade County Product Control Approved",Unless otherwise noted herein. "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. I w c Q = Q
GLAZING DETAILS............4,5 w c - -- 1 1 1 13 w Q U J ~ W _ O
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS 19 19 19 19 14 1 I 19 Z 0 — Cn J
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change DESIGN PRESSURE RATING IMPACT RATING ANCHORAGE.....................6-14 pER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY 1 13 I IT w _ — = LL 0 Cr Z =
DESIGN PRESSURES.......6-8 N c c I tb 0 MAX. UNIT 2 W O W Q Z Q CL
In the applicable building Code negatively affecting the performance Of this product. SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL HAVING JURISDICTION. 1 13 19 19 19 19 14 14 1 o a wO 1g SEE 0 Q 0 Z W = O
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE INSTALL DETAILS..............12-14 ``� /�; MAX. UNIT I / I z a rn HEIGHT / O1 O / NOTE 0LLj LU >
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the ELEVATIONS.....................15,16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT ,` l7m// '% HEIGHT 1 13 19 19 19 19 1,¢% PER / 19 0 / 2,THIS Z Z = > O Cn (� W Q
REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4"THICK&3400 �' C7 //' '� / I w¢ TABLES 1-3 / an / SHEET. Q — _ 0 Z
materials use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an product, CODES!STANDARDS USED: PANEL/SILL TYPES.........17 � •' ( PER TABLES 1-3 I V 1 ,,,,// � _ -
p p y p • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION CROSS SECTIONS............18,19 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE ` �� •' \1CCNSe �� J / / / / / 1 O¢w 19 0 = Q Q = Z Z O
for Sales,advertising OY any other pUYpOSeS Shall automatically terminate this NOA. Failure t0 Comply Wltll any section SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO 1( / / / / j a w Ci o w c �`` pNY.�YN/V 7' %� } LL Q () O Z
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................20 SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED NO.58705 ` / / / / POCKET I EXTERIOR m 1 13 � // 'i W �_
Of this NOA Shall be CSUSe for termination and removal Of NOA. •ASTM E1300 09 EXTRUSIONS.................... 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE ` _ ___ I w Ec _� .' GICENS�'•,�� LU z W = Z — �I W
• ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTIONL d'\ -' �2,•' �` O Iz Z Y W
AUTHORITY HAVING JURISDICTION. - 12 13 � Z = W uJ Z J
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the • ALUMINUM DESIGN MANUAL,ADM-2015 --0 : y (r w c w c w c w F No.58705 — U W — _ Z W U
• AISI S100-16 1070TECHNOLOGYDRIVE l .� �: 5-PANEL CONFIGURATIONS CORNER TYP. _ O
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done GENERAL NOTES AND MAP STATE OF ��� 1 13 1z 13 12 13 (OUTSIDE CORNER SHOWN, 1 13 _ . 6A z Cn > O H O LZ W =
•AISC 360-16 N.VENICE,FL 34275 C? '•
in its entirety. �sal�aso lsoo ,, FcoRIUt ��`1 - Z O > 0 �_
,,C�`�o �\�� INSIDE CORNER SIMILAR) ;� •. ��� �; W (� J W O �_
INSPECTION: A co of this entire NOA shall be provided to the user b the manufacturer or its distributors and R"i° ° R REc/sTrunoNxzs2ss SERIES 770 ALUM. SGD-LM IMPACT '�, SRO E��` Imo rECHNo�o�YDRrt� a =O '. STATE OF `" W
copy p y JR 03126/20 Q UPDATED TO FBC 2020,ANCHOR TYPE TABLE AT .L1/Nm MMIAL mil?,�`.E. EXAMPLE CONFIGURATIONS �F` <ORiDP,.•' �� Q z (D LL W pC Z
s.b.ma•r s°efx s-7 w R•r l \ N.VENICE,FL 34275
shall be available for inspection at the job site at the request of the Building Official. °i'w^ ��- r*°#edB - 2® SGD-770 NTS i 22 PGT0130 D P.E.#58705 ( 11 1� �'�,`SS -•'•••. C> ,\
JR 10/10/14 () J � O = O (D O
This NOA renews NOA# 19-1126.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4,as well as R rx�crsrRAnoN�s2s2ss SERIES 770ALUM. SGD-LM IMPACT '���ONAL I���`\ O — — _ LLI pC — — U
approval document mentioned above. JR 03126120 NO CHANGES THIS SHEET. s�.eu"a•e s°Y� s owMpNa � A.LYNN MILLER,P.E. U IL M O H D_ Q oc U)
pp 4tRy ° `mod ' °� ® SGD-77o NTS 2 a 22 PGT0130 D P.E.#58705 W () Cn Li p W W
The submitted documentation was reviewed by Ishaq I.Chanda,P.E. JR 10/10/14 LL Q 0 W
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MIAMI•DADECOUNTY (�, -1n Expiration Date: February 17 2025 Q = W z Q 0 F_
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Approval Date. October 15,2020 = LU Q O
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