HomeMy WebLinkAboutProduct Approval- sliding glass door MIAMI.C�ADE MIAMI-DARE COUNTY .
®
FLE COP' /4 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 4 RECEIVED www.miamidadSS. oy/economv
PGT.Industries Inc.
1070 Technology Drive, JAN M
North Venice,.Fl.34275
SCOPE:
ST: ��01��O�tiK � -fft'�ilTIPi_ ;
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 Miaini 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 inthe 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:DESCRIPTION: Series"SGD-2500"Aluminum Sliding Glass Doors w/wo
Reinforcements—Non-Impact
APPROVAL DOCUMENT:Drawing No.757 Rev O,titled"Alum Sliding Glass Doors-Non-Impact",
sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04,and last revised on 04/18/17,signed and
sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations: 1. Use of Table 1,requires No reinforcements per sheet.6.
2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing.
3. Egress operable doors must comply with min clear width_per FBC,as applicable..
4. Max 1/4"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer.
LABELING:Each unit shall bear a permanent label with the manufacturer's nameor logo,city,state and
series and following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of i
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. E
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available forinspection at the job site at the request of the Building Official. ;
This NOA renews NOA#17-0420.05 and consists of this page 1 and evidence pages.E-1 &E-2,as well as
approval document mentioned above. ;
The submitted.documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.18-0207.05
WMIAMIOAQECLQMtMo Expiration Date: May.22,2019
a
Approval Date: April 19,2018
`,`�c� Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE:*EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections(submitted under files below).
2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",sheets 1 through 16 of
16,prepared by manufacturer,dated.09-08-04 and last revised on on 05/29/15,signed and
sealed by Lynn Miller,P.E..
B. TESTS (submitted under files 412-0726.03 1#11-1018.1114 08-0213.03)
1. Test report on 1)Air Infiltration Test;per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,.per FBC,TAS 202-94
3)Water Resistance.Test,per FBC,TAS 202-94-
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No FTL-5095, dated 12-13.-06,,
signed and sealed by Edmundo Largaespada;P.E.
2. Additional test reports,Test report No.FTI,-3102,FTL-3116,FTL-3117,FTL-3596,
FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94.(formally SFBC,PA 202-
94),issuedby Fenestration Testing Laboratory,Inc.(Transferred from file#64-1220.05/
08-0213.03).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-
2.14.(5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.&-
2.
.&2. Glazing complies with ASTME-1300-02,&-04. {
D. QUALITY ASSURANCE
1. Miami Dade Department'of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None:
F: STATEMENTS
1. Statement letter of conformance to FBC 2014(5'edition) and letter of no financial interest,
prepared by PGT,dated'05/29/15, signed and sealed by Lynn Miller,.P.E.
2. Letter of lab compliance,part of the above test reports.
-G. OTHER
1. This NOA revises NOA#12-0726.03,expiring May 22,2018..
2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05
3. Test proposals No(s)07-2245 and#04-0404 approved by BCCO. .
2. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No.757 Rev O,titled"Alum Sliding Glass Doors-Non-Impact',sheets.1 through 16 of 161
prepared by manufacturer,dated 09-08-04 and last revised on,04/18/17,signed and sealed by Lynn.
Miller,P.E.
s
Ishaq I.Chanda,P.E.
Product Control Examiner l
NOA No.18-0207.05
Expiration Date: May 22,2019
Approval Date: April 19,2018 i
E-1 i'
PGT Industries Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
2. Previous Evidence submitted (continue)
B. TESTS ,
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/14/17, complying with FBC-217 (6th Edition),prepared by PGT, signed and sealed by Lynn
Miller,P.E.
2. Glazing complies with ASTME-1300-02,-04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(51h edition)&FBC 2017(6th Edition)&letter of
no financial interest,prepared by PGT,dated 08/14/17, signed-and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA revisesNOA#15-0609.10, expiring May 22;.2018:
3. New Evidence submitted
A. DRAWINGS
.1. Drawing No.757 Rev O;titled"Alum.Sliding Glass Doors-Non-Impact'',.sheets.l.through 16 of
16,prepared by manufacturer,dated 09-08-04 and last revised:on,04/18/17,signed and,sealed by
Lynn Miller;P.E.
B.TESTS
1.. None.
C. CALCULATIONS
I: Anchorverification calculations,and structural analysis dated 04/18/l 7 and last revised,on
08/14/17,complying with FBC 217(61h Edition),prepared byPGT,signed'and sealed by Lynn
Miller;P.E.
2. Glazing complies with ASTME-1300-02,-04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
-E. MATERIAL CERTIFICATIONS
f
1.' None.'
F. STATEMENTS
1- Statement letter of conformance to FBC 2014(5'edition) &FBC 2017(6'Edition)&letter of
no financial interest,prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller,P.E.
2. E-mail:statementletter dated APRIL 10,2018 from PGT Industries,Inc,for one year renewal .
request; subjected to successful verification test, signed by Lynn Miller,P.E.,Manager.
G. OTHER
1. This NOA conditionally renews NOA#17-0207.05 for one year, expiriing.May 22,2019.
Bh q L Chanda,P.E. . .
Product Control Examiner
NOA No.18-0207,05,
Expiration Date: May 22,2019
Approval Date: April 19,2018 .
E-2
if
SERIES 2500, NON-IMPACT RESISTANT
Anchor Min.
AnchorType Substrate
Frame Min.Edge Min.D.C.
or
SLIDING GLASS DOOR Group I Member Distance Distance Embedment Metal Thickness
1.GLAZING OPTIONS: -R5�Isjji Concrete(min.2-85 kstj =14' 11�687' 1
B.3116"TEMPERED GLASS. TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-5095. 1W Elco
C 1!4'TEMPERED GLASS. TEST REPORT FTL-3102. Ultracons P410ok Concrete(min.2.85 ksl) IA/4" 4" 1-3187
0) 2-11T 1,5w 1-1/4"
D.5/8"INSULATED GLASS(I.G.);(2)LITES OF 3116"TEMPERED GLASS WITH A 114"AIR Jamb HoltOWB lock_(ASTM
SPACE.TEST REPORTS FTL-4273,FrL-4275,FTL-4280,FTL-4285 AND FTL-4341. Hea(s/,illlj CoWo—rete(mrn,335 2-11? 1.687" 1-3/4"
2.CONFIGURATIONS:SEE SHEET 3. P-hook Concrete(min.3.35 ks!) 1-1/4" 3. 1,314r
2 1/4"410 SS Elco Jamb Hollow Block(ASTM C90) _T 1-1/4"
3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. 2-1/2' .5W
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E CreteFlex@ Head/Bill 1. 1.687" I've,
1300, P-hook Southern Pine(SG=0.55) 1. 1. 1-318"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES Jamb 1. 1.5941 1-we"
ASTM E 1300. 3 #12 Steel SMS— Head I Sill 1-318"ir 1.687- 1- 1t8"1 —
C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. �F-hook Southern Pine(SG=0.55 7 1. 1/8-
6063-T5
D.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. I (Gr.5) J. 'Jamb I Aluminum 1 594' I-Nd"1 1/8'
4.ANCHORAGE*THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
PRODUCT.MATERIALS;I INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE.
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC.FOR ANCHORAGE DETAILS,SEE SHEETS 14-16.
6.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DARE COUNTY AND ,Material Min'FMin.F. DESIGN PRESSURE RATING IMPACT RATING
WHERE IMPACT RESISTANCE IS REQUIRED. SEE TABLES 1,2&3ON NOT RATED FOR MISSILE
6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD Steel Screw 92 ksl 120 ksl SHEET IMPACT RESISTANCE
SEAM SEALER, Elco UltraConV 155 ksl 177 ksl
7.REFERENCES:TEST REPORTS FTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275, CODES/STANDARDS USED.
410 SS Elco CreteFlexO 127.4 ksi 189.7 ksl
FTL-4277,FTL-4278,FFL-4280,FTL-4286,FTL-4341 AND 5095. 92017 FLORIDA BUILDING CODE(FBC),6TH EDITION6063:13 Aluminum 16 ksI 22 ka1 -2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
>ELCO ULTRACON AND CRETEFLEX NONS ASTM E1300-04
>ANSVAF&PA NDS FOR WOOD CONSTRUCTION :ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
>ALUMINUM DESIGN MANUAL *ALUMINUM DESIGN MANUAL,ADW2015
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF *AJSIS10D-12
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -AISC 360-10
9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131).
A.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM
PLASTICS,INC.
B.HARDNESS:70 SHORE A PRODUCI N1 N&C.SPECIFIC GRAVITY,1.43 lip
D.TENSILE STRENGTH:1450 PSI
E.ULTIMATE ELONGATION:380% NOM.5/8'LG Atftptam NoJA:QE&2,o6
F. MODULUS @ 100%ELONGATION:590 PSI 1/4"AIR SPACE E p Ire d.oast, X-_1z2/2-11
G,TEAR STRENGTH: 210 LB1INBy NI k1--*>,.-
10.METAL SUBSTRATE TO MEET MIN. a;-.aefic ,
STRENGTH AND THICKNESS REQUIRE-
MENTS PER CURRENT FLORIDA BUILDING 38 36 37 3116'TEMPERED
CODE AND TO BE REVIEWED BY THE 3/16" ✓ 1/4" PRODUC f k"18W
GLASS 3/16"TEMPERED "�P1A-XwJtbflteF)o"
AUTHORITY HAVING JURISDICTION. TEMPERED TEMPERED
GLASS GLASS 130 GLASS halft Code
AcaptasmNa
GENERAL NOTES............. 1 t3 318"GLASS
BITE 318"GLASS SITE 31e"GLASS BITE
GLAZING DETAILS..,.........I
CONFIGURATIONS........... 3
DESIGN PRESSURES.....,.2 11$
59wf LYNN
ELEVATIONS..................... 4 GEN
VERT.SECTIONS.... 5
No.58705
HORIZ.SECTIONS............ 6-8 3/16"MONOLITHIC GLASS 114"MONOLITHIC GLASS 5/8"I.G.GLASS
"X"&"O"CLIP INSTALL... 9 -
PARTS LIST............. 10 GLASS TYPE B GLASS TYPE C GLASS TYPE D
EXTRUSIONS.................... 11-13
ANCHORAGE..... 14-16,
AL VMVICA FL Wn NOTES.GLAZING DETAILS&MAP
CERrarnOFAUM 029M ALUM.SLIDING GLASS DOOR,NON-IMPACT
M5117 1 0 1 UPDATED TOFBC 2017,REV.ANCHORZABLE THIS SHEET RE
SaD2500 16 767
71-C IMV&N I=1 0 RE#58705
MINIMUM ANCHOR QUANTITIES TABLE 4. NOTES: "
DP TABLE REF.> SHEET 2,TABLE 1. SHEET 2,TABLE 2. SHEET 3,TABLE 3. 1.ANCHOR TYPES;
GLASS TYPE> B,C OR D B,C OR D C ORD 1)1/4"ELCO ULTRACON 2)1/4"ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(G5)
INTERLOCK&> SSN SEE NOTE 3 SSR SEE NOTE 3 SDR(SEE NOTE 3) 2,GLASS TYPES: B-3/16"TEMPERED C-1/4"TEMPERED D-5/8"TEMPERED I.G.
REINFORCEMENT HEAD& HEAD& HEAD&
ANCHOR TYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3.TABLE ABBREVIATIONS:
&SUBSTRATE CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINF.AT INTERLOCK&ASTRAGAL,(SHEET 6)
J J J J J J W J J J SSR-SINGLEISINGLE WITH FULL REINF.AT INTERLOCK&ASTRAGAL,(SHEET 7)
F SDR-SINGLE/DOUBLE WITH FULL REINF.AT INTERLOCK&ASTRAGAL,(SHEET 8)
p5 Q5 F F- WD-WOOD SUBSTRATE
NOM. Uppn �1 U ppeen oU cpn $ U �] U �] chi AL-ALUMINUM SUBSTRATE
PANEL UNIT g U L) $ U U 5 U U S U U 5 O U 5 U U U U 5 U U 5 U U 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING:
WIDTH x HT. N N N N N N N N N N N N N N N N N
24.000 x 80.000 C6 C6 C61 8 8 8 5 5 4 IC6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 8 5 5 5 JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.O.C.
84.000 C6 C6 C41 8 8 1 8 4 41 4 C6 C6 C6 8 81 8 4 5 1 4 C8 C8 C6 8 8 10 51 5 5
90.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 10 5 5 5 HEAD AND SILL SPACING-6"MAX.FROM CORNERS AND 22 5/16"MAX.O.C.
96.000 C6 C6 C4 8 8 8 4 41 4 C6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 10 5 5 5
30.000 x 80.000 C6 C6 C6 8 8 8 5 51 4 C5 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 8 5 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL
84.000 C6 C6 C4 8 8 8 4 41 4 C6 C6 C6 8 8 8 5 5 4 C8 CB C6 8 10 10 6 8 5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT
90.000 C6 C6 C4 8 8 8 4 4 14 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
96.000 C6 C6 C4 8 8 8 4 414 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
36.000 x 80.000 C6 C6 C6 8 8 8 -5 5 5,C5 CO C6 8 8 8 5 5 5 C8 C6 C6.10 10 10 6 6 5 SILL AND JAMB TRACK SECTIONS.
84.000 C6 C6 04 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 5 C8 C8 C6 10 10 10 6 6 18"MAX
90.000 C6 C6 C4 8 8 8 4 4 4 C8 C6 C6 8 8 8 5 5 5 C8 C6 C6 10 10 10 6 6 5 ANCHOR
96.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 1 8 5 5 4 CO C8 C6 10 10 10 6 6 5 LOCATION, y{8"MAX. ;
42.000 x 80.000 C6 76 C4 8 8 8 5 5 5 C6 C6 C4 8 81 8 5 5 4 C6 C6 C6 10 10 10 6 6 5 TYR
84.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 81 8 5 5 5 C6 C6 C6 10 10 10 6 6 6
90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5.C6 C6 C6 10 10 10 6 6 6
96.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 1 5 5 IC6 C6 C6 10 10 10 6 8 6 ASTRAGAL OR !4)ANCHOR CLUSTER-C4-C4
48.00 x 80.000 C6 C6 C4 8 8 8 5 5 5 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 b INTERLOCK,TYP.
84.000 C4 C4 C4 8 8 8 4 4 4 C4 C4 C4 8 8 8 4 5 4 C6 C6 C4 8 8 10 5 5 5 16"MAX.
90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C4 10 10 10 6 6 5 g"
96.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 6 8 5 5 5 C6 C6 C6 10 10 10 6 6
MAX.
INTERMEDIATE
INTERMEDIATE HEAD/SILL ANCHORS,TYP.,
(2)ANCHORS PER LOCATION(2-TRACKS, 1 11/16"MIN.O.C.TYP. PRODUCT ASNtY4$!
SEE SHEET 16 FOR 3&4 TRACKS - - a—P44mwm ft iqowt t
28"MAX.O.C. I I Daldf gCodeAacepfaatt No��.US �
aP
2 ANCHORS 48"NOM. 48"NOM. 48"NOM. 48"NOM. SOLUTIOEXAMPLE (6)ANCHOR CLUSTER-C6 Elndon Daft
N (�
AT EACH Y Y `L
EXAMPLE USES U O U HEAD&SILL=6"MAX.FROM 16"MAX. M1B°I Daae 1OdOd I
LOCATION, 8 JAMB O O O CORNERS,22 5/16"MAX.O.C.AND C6
(2-TRACK); ANCHORS m 28" 8° MtODUCPREvwAw
3 ANCHORS � 1 ANCHOR MAX AT EACH ASTRAGAL OR INTERLOCK. MAX oaaanPbtzg x3i9 ttx F7oAdA
TOTAL.SEE z z z LOCATION, JAMBS&P-HOOKS=6"MAX.FROM
AT EACH SHEET 16 FOR 0'C' CORNERS AND 28"MAX.O.C. Aao%*.N.L t-v�l2ti•p j
tY lY K TYP.,(1)---
LOCATION, ADDITIONAL O O O SAD ft z2 I
PER AT
(3-TRACK); TRACK ¢ ¢ ¢ P-HOOK TOTAL AT HEAD=30 ANCHORS E
4 ANCHORS
APPLICATIONS (7 (7 (� Y I w w (2+2+C6+2+C6+2+C6+2+2=3
0)ATEACH p96" 3"MIN.
LOCATION, MAX TOTAL AT SILL=30 ANCHORS 8)ANCHORC
CLUSTER(2+2+C6+2+C6+2+C6+2+2=30) � , TLYNN¢(4-TRACK)
'i f
TOTAL AT JAMB= 8 ANCHORS ��'�,• V�NSF•'•�!�� i
TOTAL ATP-HOOK= SANCHORS CLUSTER DETAILS �:' !
* No.58705
g MAX. 4+-6"MAX. 22 5116"MAX.O.C. L HEAD/SILL CLUSTER LOCATION TYP.
48"NOM MAX. - SEE C4,C6 OR C8 CLUSTER DETAILS
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE �p '' T� d T: 4/
10m TECHNOLOGYDRW �•"° �O�'•, i
2-TRACKS,CONCRETE SUBSTRATE HEAD,SILL& PL VENICE FL 34215 ANCHORAGES .�F toR,oa..•'S7'�;� I
P-HOOK,CMU SUBSTRATE QG JAMB (O41)480-1600 >� "'7',
ss'
R1 4MSN7 0 NO CHANGES THIS SHEET. CEnr.OFArm02Mju.r
ALUM.SLIDING GLASS DOOR,NON-IMPACT ''�i; NAL
o.+aor• ux - Crl4xwnomn SGD2500 NT$ 74 d 16 � 757 O A.LYNNE.#58705 P.E.
FK 09/78104 JJ. OND2D8 roarravm°Y�
4
e
CONCRETE ANCHOR 3A KSI MIN.CONC. 1"MIN.E.D.,TYP.(2)
13/8"MIN. (SEE NOTE 1) 1 3/4"MIN.E.D.(2 1/2"FOR 11,1387 2x WOOD
CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE
1'MIN.E.D., �:•..•••:••_..: APPLICABLE TO HAD OR JAMBS
WOOD ANCHOR TYP.(2) "' ° .; ,`• ;:
(SEE NOTE 1) '`'� "•' �•..•'�.:: NOTE 1.
13/8" o 1/8 AL.MIN.
1.594 1x WOOD BUCK MIN. (EXTERIOR) 6063-T5
O.C. (SEE NOTE 2)
2x WOOD MIN.OF 3
(EXTERIOR) �1 687 1/a"MAX.SHIM 1/4"MAX.SHIM THREADS
#12 SMS BEYOND
Q (SEE NOTE 2) ET WOOD ANCHOR DETAIL-J METAL
DETAIL-C DETAIL-D (SEE NOTE 1) SUBSTRATE.
1/4"MAX.SHIM F� (EXTERIOR) TYPICAL FRAME HEAD INSTALLATIONS
DETAIL-F NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 1/4"SS4
SEE NOTE 1. CRETE-FLEX EMBEDDED 1 3/4"MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314-(2112"FOR CRETEFLEX OR
-{I— J 1.5 KSI MIN.CMU CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8'MIN.
OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112'. WOOD BUCKS
:,.:.: 3A KSI MN.CONC. DEPICTED AS 2x ARE 1 1/2"THICK OR GRATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
i1• ': APPROVED BY AUTHORITY HAVING JURISDICTION.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.
3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM
;;'�1.594 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B.D AND F
CONCRETE >'.;'r•O.C. ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J).
ANCHOR IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED.
(SEE NOTE 1) +-: 1 3/4"MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,
1'r" (2 112"FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
•:c:+ :.CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
1x WOOD BUCK `' T,P (2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY
(SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION.
DETAIL-E 1/4"MAX'
1.687 O.C. (SEE NOTE 5)
TYPICAL FRAME JAMB INSTALLATIONS WOOD ANCHOR I I
(SEE NOTE 1) N....+ '••'•
3.4 KSI MIN.CONC. (EXTERIOR) ® 1 3/8"MIN.
1/8 AL.MIN. ` PRODUCI RBre65Qtb
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BEYOND METAL SEE NOTE 2 NOTE 1. 1 3/8"MIN. 1"MIN.E.D.,
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SUBSTRATE. :�."^., 2x WOOD EapirrHon Dae
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(SEE NOTE 1) a;. Jl— SEE NOTE 2
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