HomeMy WebLinkAboutProduct Approval RECEIVED J �1L
UN 2� 2015v
MIAMI•DADE MIAMI DADECOUNTY,FLORIDA
0 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SIV 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ymw.miamidad .sov/economy
PGT Industries,Inc.
1070 Technology Drive,
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER—
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series"670—HP"Aluminum Sliding Glass Doors w/Reinforcements—N.I.
APPROVAL DOCUMENT: Drawing No. PGT0003, titled "Series 670 H.P. Aluminum SGD — MI",
sheets 01 through 10 of 10,prepared by manufacturer, dated 08/05/07 and last revision"D"dated 03/02/15,
signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal
stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product
Control Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
REVISION 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 ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 11-1018.18 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 Jaime D.Gascon,P.E.
NOA No. 15-0106.07
MfAM4UA®uNrY c Expiration Date: March 29,2020
' Approval Date: March 12,201-5
ro Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0003, titled "Series 670 H.P. Aluminum SGD — N.I.", sheets 01
through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revision "D"
dated 03/02/15,signed and sealed by Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per 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 Ahuninum Sliding Glass
Door(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7825,dated 06/10/2014, signed and 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of Aluminum Sliding Glass
Doors XOOX & XO, both prepared by Fenestration Testing Laboratory, Inc., both
Test Report No FTL-5987 and FTL-5995, dated 08/10/09, both signed & sealed by
Julio Gonzales,.P. E.
(Sarbrttitted uudei•previous NOA No. 09-0826.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5tu'
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04/-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regiilatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jaime D.Gascon,rE.
Product Control Section Supervisor
NOA No.15-0106.07
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5t'Edition(2014),issued
by manufacturer,dated 12/31/14, signed and sealed by Lynn Miller,P. E.
2. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc., dated 06/10/14,signed and sealed by Idalmis Ortega,P.E.
3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
01/27/15 and filed by the Secretary of State.
4. Statement letter of conformance to and complying with FBC-2010, issued by
manufacturer,dated 10/11/11, signed and sealed by Lynn Miller,P.E.
(Submitted under previous NOA No. 11-1018.18)
5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11,
signed and sealed by Lynn Miller,P.E.
(Submitted under previous NOA No. 11-1018.18)
6. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming Rill professional and legal responsibility for all
engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by
Lynn Miller,P.E.
(Subrnitted under previous NOA No. 11-1018.18)
7. Laboratory compliance letter for Test Reports No.'s FTL -5987 and FTL-5995, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, both signed& sealed
by Julio Gonzales,P.E.
(Submitted under previous NDA No. 09-0826.14)
8. Proposals No.'s 08-0452 A, B and -C all issued by the Product Control, dated
07/22/09, signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 09-0826.14)
G. OTHERS
1. Notice of Acceptance No. 11-1018:18, issued to PGT Industries, Inc. for their Series
"670E[P Aluminuin Sliding Glass. Doors w / Reinforcements - NJ.", approved on
12/15/11 and expiring on 03/24/15.
Jaime D.Gascon,P.I.
Product Control Section Supervisor
NOA No. 15-0106.07
Expiration Date: March 24,2020
Approval Date: March 12,2015
P-2
GENERAL NOTES: SERIES 670 H.P. NON-IMPACT SLIDING GLASS DOOR
1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART(PSF)
G1-(1)LITE OF 3/16"TEMPERED GLASS.
G1A-(1)LITE OFI/4"TEMPERED GLASS. SEE TABLES &1A,SHEET4
G2-1"I.G.:(1)LITE OF 3/16"TEMPERED GLASS+6/8"AIR SPACE+(1)LITE OF 3116"TEMPERED GLASS.
G2A-1"I.G.:(1)LITE OF 1/4"TEMPERED GLASS+112"AIR SPACE+(1)LITE OF 1/4"TEMPERED GLASS.
2.DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
3.ANCHORAGE:THE 331/3%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 FLORIDA BUILDING CODE. FOR NOA DRAWING MAP
ANCHORAGE DETAILS SEE SHEET 6.
4.SHUTTERS ARE REQUIRED. SHEET
5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GENERAL NOTES.............1
6.REFERENCES:TEST REPORTS FTL-5987 AND FTL-5995,DATED 08/07/09 AND FTL-7825. ELEVATIONS......................2
ELCO TEXTRON NOA,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL GLAZING DETAILS............3
7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH
VELOCITY HURRICANE ZONE(HVHZ). DESIGN
PRESSURES
ANCHORAGE.....................4-6
D
8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE. DESIGN ESSURES.......4
9.CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH A MAXIMUM OF FOUR 4 FT.NOMINAL WIDE DOOR PANELS. ELEVATIONS..... ...........7
SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7. CONFIGURATIONNSS...........7
S ..............8
D.L.O.WIDTH=NOMINAL PANEL WIDTH-7" VERT.
HORIZ.SEECTIOCTIO SNS............g
D.L.O.HEIGHT=NOMINAL PANEL HEIGHT-8.25" PARTS LIST........
EXTRUSIONS....................10
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"OR 5/16"ULTRACON(FORMERLY TAPCON)CONCRETE
SCREWS OR 1/4"ELCO SS4 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5). 1/4"ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS.
3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 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 BFB DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL
MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS
SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES
USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1,SHTS.4,FOR ANCHOR TYPE 4 ARE ACCEPTABLE.
5.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY
OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SU STRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.
IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD OD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY
HAVING JURISDICTION.
Concrete Strength Requirements Masonry Strength RequirementsPRODUCT RHNIIWDD
e Dlb, 1c'
Ungrounted CMU ASTM aeo to comptybtg w4th tits Plodda ��
ASTM—with pad conOxming Build t oN
Concrete Screw Anehora0e n mum a Ment an Minimum Edge Nance Requirements Elco Ullrawn 114" 2700 psi Grouted CMU Io3ecllone 2105.2.2.1.2 and A Date f2d
6116" 3500 psi Rens orthe FBc, ��i"'^I
Heed and 6111 Jambe Elco Crela•Flez SS4 114" 3350 psi y._--- -
Concrete Un•Grouted CMU Grouted CMU hliaml Dade Product Contrar
Type DIG. Mln.Emb. Min.Ed Min.Emb. Mln.Ed Mln.Emb. Mln.Ed Definitions:
114" 1 318 2 112 1 1M 2 1n 1 314 2 to E'b.=Embedment ` III '
FJeo Ullrawn w1e' 1314 1 114 1 1M 1 8116 1 314 2 in Wood screws(Hand,Sill a Jambs) n. ��� Y LYNN �i,
E =Edge
Distance �� �,ON,......,,�!/��
80o Crete-Flex 664 114" 1314 2 112 1 114 2 1n Hot Reomcnended T 0 Min.Emb Mln.Ed ���'�,.•�10ENS (c
In.=Minimum #12 Wood Screw 1 315' 1' C : F
CONCRETE SCREWSSTRENOTHB: Elco Greta-Flax 554 1318' 1' = No.68705
1•y MIN.-135 KS1 U14LESS OTHERW/SE NOTED
Fu MIN.=177 KSI -
J 09101/1`6 A D REMOVED NDA#,YEAR OF STANDARD FROM NOTES GENERAL NOTES AND MAP < '. F ��
ReNWn: 10707ECHNOLOOYDRIVE Ve %��C`SS/,tOR101" 1
J.J. 10/11/11 C FBC2010 CODE CHANGE,SHUTTER NOTE REVISED NOKOMSS,FL64276 ,
SMC ov2a/10 R B PERMIAN/DAOECOMMENT3 P.O.eox162a SERIES 670 H.P.ALUM.SGD-NON-IMPACT OVAL 11 ��
a.,,,tc„wk. cr." seb. NOKOMIS,a 54274Lq— eu e..c °""tlu' A.'Lm MILlE1R,P.E.
SMC O6/ObJ07 R.14 SOD610H.P. NTS 1 a 10 PGT0003 D P.E.#58705
t
MAX. UNIT MAX' UNIT
WIDTH 96" WIDTH 145 5/16"
F -
MAX• K D J D K MAX, D J J D
UNITE UNIT L E 8 s 5
HEIGHT B e e g HEIGHT g 6 B s B
108" 108"
XO, OX, XX 6 B OXX, XXO, OXO a s
MAX. UNIT
WIDTH 191 1/2"
A 8 F I
MAX. K D J J $U)
UNIT L E 8 RODUCF R¢NH\YQD
HEIGHT 8 B avildina -ftng lr e�—
oxxo
Florida
Ao mi"a ado /�.
108" Aaeplance Noepro od` ��N(
No.58705 _
APPROVED CONFIGURATIONS
� a 5 �s
dot.: nAwmc rwo�n• �� �ATE OF .,�.
J.R. 03/02/15 D NO CHANGE THIS SHEET ELEVATIONS '� ''•.,F<oR1o?:.•'G��;
o�. not ws• f070TECMIA FL 3475 ,,,� S/0
J.J. 10/11/11 C NO CHANGE THIS SHEET NoxQMIQ FI s4v6
P.O.BOX SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02/23/10 B PER MIAMI DAVE COMMENTS s.+..+mc saw a..e o.+ro� �+ A.Lyw AvL,.,R,P.E.
v—W. onw u w NOKOMIS,FL 34271 ® gQVg70H.P. NTS 2 d 10 PGT0003 D P.E.#58705
SMC 08105/08 rarq
200 3/16"TEMPERED 74
201 1/4"TEMPERED 74
@82 82
3/4"NOM. 3/4"NOM.
GLASS
BITE GLASS
78 78 BITE
EXTERIOR
EXTERIOR
54 54
3/16"TEMPERED-TYPE G1 1/4 TEMPERED-TYPE GIA
@ 1"NOM. 2O9 1"NOM.
3/16"TEMPERED 1/4"TEMPERED
5/8"AIR SPACET-
74
3116"TEMPERED 1/2"AIR SPACE T
74
1/4"TEMPERED
83 83
PRODUCFRCNBWBD
3/4"NOM, as complying YAM the Flodde
GLASS 3/4"NOM. Building Code _ OrJ
BITE GLASS AcccptameNo /T
79 BITE S . to ate r pt9
79
EXTERIOR
Miami Dade Pro uct Conho
EXTERIOR I I I 1 I r l
7RUSEAL DURASEAL SPACER ��,•' ��GENSF •,FP ��
55 TRUSEALDURASEALSPACER
1"I.G. -TYPE G2 1" I.G.-TYPE G2A 55 = * No.c58705
ATOF
A., 03/07/15 n D NO CHANGE THIS SHEETo. a P,.•' ���
nxw. ro7ofECHNaoorOrwE GLAZING DETAILS %Fs ••.,LORD,
Z, 10/11/11 C NO CHANGE THIS SHEET NOKOM6$Fl.34275
/OIVAI_�����
P.o.sox tsso SERIES 670 H.P.ALUM.SGD-NON-IMPACT t t t
SMC 01/23/f0 B PER MIAMI DADS COMMENTS a.w+me cw" a..e n-..w x� A.LYNN MILLER,P.E.
a—or. an: p,yea ay. NOKOMIS,FL34774 RT.
SMC 080510s RJA SODB70 H.P. NTS 3 n 10 POT0003 D P.E.k 68705
61
DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.00") TABLE 1.
>HEAD&SILL(H&S)INTERLOCK&ASTRAGAL CLUSTER FLUS ANCHOR QTY.PER PANE.
>JAMB ANCHORQTY.
Anchor Types:
3116'TEMPERED(Mano.&LG.U.) 1) '1/4"ELCO ULTRACON(FORMERLY TAPCON)
GLASS TYPE Gi&G2 2) '1/47 S84 CRETE-FLEX
114'TE PETE)(Nbno.&LG.U.) 3) '5/16"ULTRACON 119
GLASS TYPE:GIA&GM 4) '1112,STEEL SCREW(G5)
SEE ANCHORAGE NOTES 1&2 ON SHEET 1. es
UNIT HEIGHT HEAVY DUTY ASTRAGAL
80 84j
1p2 HEAVY DUTY STILES
U 0 U O U Uy A U z pO U A 62 111 61 66
NOM.PANEL FRAME SIDE U U U U U U U o 8 U
WIDTH aN66
GLASS TYPE-G1,G1A,G2,G2A +90-209.0 +90-209.0 +90-209.0 +90-205.3 +90-192.5
24 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2C7+2 C8+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+210 10 10 1212K12
0 1210 10 14 10 10 14GLASS TYPE-G1,GIA G2,G2A +90-209.0 +90-209.0 +90-197.1 2.5 +90-169.9 +90-159.0 ALL INTERLOCKS TO BE REINFORCED
30 H&S C6+2 C6+2 C8+2 C8+2 C6+2 C8+2 C8+2 C6+2 C8+2 +2 C8+2 C8+2 C6+2 C8+2 C8+2 C6+2 C8+2
JAMB 10 10 12 10 10 72 10 10 140 14 10 10 14 10 10 14
GLASS TYPE-G1,G1A G2,G2A +90-171.0 +90-184.0 +90-157.0 1.0 +90-146.0 +90-136.9
36 H&S C6+2 C6+2 C7+2 CB+2 C6+2 C7+2 C8+2 C6+2 C8+26+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 CB+2
JAMB 10 10 12 10 10 12 10 10 120 12 10 10 14 10 10 14
GLASS TYPE-G7 +90-153.0 +90-142.0 +90-128.0 8.0 +90-110.0 +90-104.0
GLASSTYPE-GIA,G2,G2A +90-153.0 +90-142.0 +90-128.0 8.0 +90-110.0 +90-121A
BH&S C6+2 C8+2 C7+3 CB+2C6+2C7+3 CB+2C6+2C7+2 6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2
42 2
d JAMB 10 10 12 10 1 10 12 10 1 10 12 10 1 10 1 12 10 1 10 12 10 10 14
GLASS TYPE-G1 +90-151.0 +90-140.0 +90-124.0 +90-113.0 +90-103.0 +90 -94.2
GLASS TYPE-GIA G2,G2A +90-151.0 +90-140.0 +90-124.0 +90-113.0 +90-118.6 +90410.0
48 H&S C6+2 C6+2 C8+4 C6+2 C8+2 C8+3 C6+2 C8+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C8+3 C6+2 C6+2 C8+3
ODUCTRCNO
d` JAMB 10 10 12 10 10 12 10 10 12 10 10 12 10 10 14 10 10 14 oomplyln3 wllhthe Flaridn
DLO WIDTH=NOM.PANEL WIDTH-7" Adldh+BC0 S O�
EXAMPLE ON SHEETS AarylwtceNo-
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. ( c",w
2.WHEN USING THE 2 112"SILL,POSITIVE DP IS 48.67 PSF MAX.AND WITH DLO HEIGHT=NOM.PANEL HEIGHT-8.25" OH LENGTH B 10 D8�6
TABLE 1A
THE 31/4"SILL,POSITIVE PRESSURES IS 60.0 PSF MAX.(NEGATIVE PRESSURES SILL HT.VS POS.DP OVERHANG Miami Dade Product(DnlfO
UNCHANGED). SEE TABLE 1A ON THIS SHEET. SILL RISE (+)DESIGN
3.2112",3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION OH LENGTH
UST ONLY BE USED WHERE WATER HEGHi LOAD /11111111
RESISTANCE S NOT WHEREAS THE 1 'REQU REQSILL IS UIRED. POSIAND T VE DESIGN PRESSURES SHOWN N TABLE FLUSH 1.112' WA OH OH HEIGHT �CNV L N Mq�•,�,�
HEIGHT EQUAL T01 ����.''\\GENSF''•FP '�
1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING LOW 2-t12' +46.67 PSF �
WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION LIED 3.114' +60.0 PSF OI OR GREATER
IS NOT RATED FOR WATER INFILTRATION. o _x No.50705
4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. GH 4' +tw.p PSF
5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 SEE NOTE 3
STATEOF
""'A.. 09/02/16 F D NO CHANOETH/S SHEET DPAND ANCHORAGE CHART '��` FcoatoP.
MW Dfta. to7orECHNOLoorOANE . �`
J.J 10/11/11 C NO CHANGE THIS SHEET NOKOMt8,h194276 1°k ��iSS/ ,G?``
a. SERIES 670 H.P.ALUM.SGD-NON-IMPACT „ONA�tt�
SMC 0223/10 B PER MIAMI DADE COMMEIM P.O.eOXM29 en.,e �„,yH, a,
qmm�;D p D NOKOMI8,FL 31271 ® A.LYNN MILLER,P.E.
SMC 8/6A78 300afOHP. NTS 4 d IU PGT0003 0 P.E.N 58705
ANCHORAGE REQUIREMENTS NOTES:
I.APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO SS4 CRETE-FLEX 3)5/16"ULTRACON 4)#12 STEEL SCREW(G5)
2.ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24"MAX.ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6.
JAMBS.........................6"MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4.
SEE CLUSTER DET.,SHT.6 -
INTERIOR
ANCHORS PER PANEL"ARE THOSE INTERLOCK 3.5"MAX. ASTRAGAL 8"MAX
AT THE HEAD AND SILL BETWEEN 3-1/2"MAX• CENTERLINE O.C. CENTERLINE
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB. 0 0 0 i
2.04" r�ji I
0 0
I
24"MAX.O.C, LOCATED FLOW
8-MAX.i!! CENTER OF PANEL
EXAMPLE OXX ANCHORAGE PLAN: C5+3 HEAD&SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)=(16)ANCHORS TOTAL
(3)PANEL, 48"x 96"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 1 &2 IN CONCRETE SUBSTRATE EXTERIOR
----------------------------------------------�.
C8+3=(36)ANCHORS TOTAL AT HEAD AND AT SILL
3 C8 3 C8 3 C8 3
x xxxx x xxxx xxxx x x
x x xx x x x xx x x x xx x x 6"MAX.
x
rx.
x x
x (14)ANCHORS
x x x 21
MAX PER JAMB(SEE
x MAX.O.C.
x x x x SHEET 6 FOR pRppU�Ry+N6WEU
x CLUSTER O.C. oa�mpgdng with the Florida
x SPACING) BuildAceept eN 6�
Acceptance No
x r Here 020
x x x xx x x x xx x x x xx x 6"MAX.
xxxx x xxx x xxxz x xx $
�I —� 24"MAX.O. . MiamiDode u�tConhrol
Fes-- 8"MAX.,TYP. L~ C.L.ASTRAGAL ,%%Il I III r,r
191112"MAX. `���i� N
EXAMPLE OXXO ANCHORAGE PLAN:
(4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE N0.58705 _
RMJ,R. 03/02/16 R P NO CHANGE THIS SHEET ( p
R f0707ECHNOLOOYDRlVE ANCHORAGE SPACING&EXAMPLE PLANS <�s''•F ORIDP.•'G�`�'\`
J.J. 10/11/11 C NO CHANGETHISSHEET NOXOMIS,FL34276
a SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02123710 B PER MIAMI DADE COMMENTSP.O.30X 1628 s a.� d 10 PGT0003 nwy/a. x.x
wTMney. Fab: aw"a mn: NOKOMIs,FL 34274 ® 80D370 A.LYNN MILLER,P.E.
SMC 08105109 RJA H.P. NTS 5 D REA 68705 .
a EXTERIOR INTERIOR ------------------- — ----------------------------
I- –� ASTRAGAL ORS j– ASTRAGAL OR �
3.50" �� i INT. INTERLOCK i 1 INT {,—INTERLOCK 1
(ALL VERT.SECTIONS) r 1 � I I I
r l i I CENTERLINE � � I CENTERLINE
ALL DIMENSIONS SHOWN I 1 1 i IN.
75
.
1M
7"MIN. i 7"MIN.
4.051" I
ARE BASED ON MINIMUM r N. 1 1 I 1.75"MIN. 1
ALLOWED. 2 1/16"O.C. �� i O'C. 1 1 i 0
MET
2x WOOD BUCK TYP.,SEE – i i 1 1
1"MIN. ANCHOR NOTE 3,BHT.1 i 2'04 i 2'04"
E.D.TYP. TYPICAL JAMB CLUSTER 0
FOR DETAILS"D"&"E" 1 3.50"MIN. I MIN. 1
EXT 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGALlINTERLOCK
1 318"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER
114" SEE CHART,BHT.1 -------------------- OR
INT. INTERLOCK I
MAX.
SHIM -'41/4"MAX.SHIM ►Ii I CENTERLINE
WOOD ANCHOR TYP.,SEE SEE CHART, I 7"MIN. 1
1x WOOD "' I 3.50" 1
ANCHOR NOTE 2,BHT.1 i.
BUCK TYP., ?;,,: SHT.1 I MIN. I
DETAIL A,2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR is i I
WOOD INSTALLATIONI i I
NOTE 3,BHT.1 '•i'.•+ I 00 --11 1
CONCRETE 2.04"1
t:...^.
ANCHOR TYP., i ° °�( I
SEE ANCHOR '• 21/16"O.C. i I
1"MIN. " L------4.051'-----------------------J
2 1/18'O.C. NOTE 1,BHT.1 i
E.D.TYP. 2-TRACK,ASTRAGAL/INTERLOCK
ONCRETE ANCHOR CLUSTER-C7
EXT. I _ 1 3/8"MIN. EXT- DETAIL D,2-TRACK FRAME JAMB 2 1116"O.C.
L CONCRETE INSTALLATION SEE CHART,BHT.1
w.
1/4" 2x WOOD BUCK TYP.,SEE 1x WOOD Y:'4;., "''• •; SEE CHART,
MAX. ANCHOR NOTE 3,BHT.1 BUCK TYP., •:;?�' ;+ +; .• :''::
SHIM BHT.1
WOOD ANCHOR TYP.,SEE SEE ANCHOR EXT.
ANCHOR NOTE 2,BHT.1 NOTE 3,BHT.1 —
DETAIL B,2-TRACK FRAME HEAD 1/4" ONCRETE
WOOD INSTALLATION MAX'
1 3/8"MIN. SHIM
WOOD ANCHOR TYP.,SEE 1"MIN
1/4"MAX.SHIM ONCRETE ANCHOR TYP.,
ANCHOR NOTE 2,BHT.1 E.D., SEE ANCHOR NOTE 1,BHT.1
TYP. DETAIL F.2-TRACK FRAME HEAD pR.ODUCr 6ENB%VVD
2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION US omplyh's with the Florida
ou;mNstxN,
114"MAX ANCHOR NOTE 3,BHT.1 Aeccpte�rce Nl Z�,O
(SEE ANCHOR 1/4"MAX 21/16"O.C.,TYP. B onfiate
NOTE 5,BHT.1) 2 1/16"O.C. (SEE ANCHOR
I WOOD ANCHOR NOTE 5,BHT.1) ONCRETE Miemi Dade Pr uct Control
EXT r aa•. TYP.,SEE ANCHOR EXT.
I 1 3/8"MIN. NOTE 2,BHT.1 I ,: I t I l 111 r
1"MIN 2x WOOD BUCK TYP.,SEE r 4 a '^'i: fr', ;"•;:.•?`••;;�: SEE CHART, \�� ��LYNN
I
2 1/16° I� EXT. ANCHOR NOTE 3,SHT.1 ;i :,!;' :'t`, BHT.1 `�� �•...........
NSF''•F�
D., ,•::
O.C.,TYP. E. DETAIL E,2-TRACK FRAME JAMB
TYP. CONCRETE ANCHOR TYP., _�c No.58705
DETAIL C.2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1,SHT.1 � SE CHART, – -
WOOD INSTALLATION DETAIL G.2-TRACK FRAME SILL BHT.1
CONCRETE INSTALLATION ,-p•'•. � 111=
wwa Dame a°kca,s
A.
03/02/16 D NO CHANGE THIS SHEET ANCHORAGE,EXAMPLE CLUSTERS ';�,c` PLOR1oP•'••C�
rtnttu,.• 10707ECHNOLOOYDRNE
Zlum . o.. R C NOCHANOETHISSHEET NoxoMis,h7 94276 SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 02/23110 B PER MIAMI DADE COMMENTS NOKOMIS FL 30774 ® a'"°R1o°e4 e"` a-iC `�'"`°"' "°' A.LYNI�I,�ILL�R`P.E.
O1 SM °08 Giotlte0 °BM' W.10HP. NTS 6 a 10 PGT0003 D P.E.058705
SMC 0&PoS/OH IVA By
PANEL LETTER DETAIL'K'OR'L',SHT.8& NOTE:
K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL
'E',SHT,6 f DETAIL'J',SHT. PANEL WIDTH FOR ALL
INTERLOCK LOCKSTILE
PANEL CONFIGURATIONS
SINGLE EQUALS 48"
A INTERLOCK LOCKS71LE J v
ASTRAGAL DETAIL'M',SHT.8 DETAIL T,SHT.8&
LOCKSTILE SINGLE EXTERIOR ANCHOR DETAILS'A','B'&
INTERLOCK F,SHT.6
191 112"MAX.WIDTH
M LOCKSTILE SINGLE SEE FIXED
INTERLOCK 41"AMAX, PANEL CLIP
L D.L.O. DETAIL BELOW
SINGLE OOfff C WIDTH
AS
lmwo INTERLOCK ,\ 7
L� ASTRAGAL SINGLE PANEL PANEL PANEL PANEL
(soxolRl our INTERLOCK TYPE I TYPE TYPE I TYPE
N ,R, I I P,
ASTRAGAL SINGLE 97 7/8"
(�X IN INTERLOCK I I kD
X 108"
C MAX.
O. HT.
SINGLE Elm ASTRAGAL / I / / /
INTERLOCK IN .
19ox1r0 I SEE I P. NP'
PSINGLE FIXED IREINF.-\I NOTE REINF.
INTERLOCK LOCKSTILE
R SINGLE
LOCKST/FIXEDLE INTERLOCK Ti
T ASTRAGAL FIXED SEE FRAME$ OXXO(2 TRACK) DETAIL'H',SHT.8&1
OUT LOCKSTILEPANEL CORNER ANCHOR DETAILS'C'&
is°Xom 'G',SHT.6
T — CONSTRUCTION #8 X 1.00"
ASTRAGAL FIXED DETAILS BELOW PH SMS(OPTIONAL) #10 X 1.25"
IN LOCKSTILE
MOKPO 4TEKCREW
SFIXED ASTRAGAL
(�XO�1 LOCKSTILE OUT
SFIXED ASTRAGAL
Isox#0 LOCKSTILE IN
PRODUCT'RIiNfi\VL•D
Almllo y e wIU1INc FIolida
4 No
BuildfnBCoda
INTERIOR Aacpta+ca�
#10 X
(ALLPANEL TYPES) PH SMS
EXTERIOR PANEL CORNER FRAME CORNER FIXED PANEL emi DadePro nml'
DETAIL DETAIL CLIP DETAIL
HEAD SHOWN,SILL
NOTE: APPLICABLE \��` �X LYNN
NOTES:1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL �� ���.•'`�ENSg '�FP �:
REINFORCEMENT REQUIRED AT PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR �Qa,•' :�
ANCHORAGE DETAILS. X; No.58705
ALL INTERLOCKS. 2.MAX.DLO WIDTH=41"MAX. MAX.DLO HEIGHT=97 71W MAX.
3.(1)LOCK(ITEMS 75&107=110)AT EACH LOCKSTILE,LOCKING INTO KEEPER = W
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = o 5 �j LC/;
e�
mw ww,anTE F ;•V`
J.R. 03/01H6 D NO CHANGE THIS SHEETYDRIVE �;pX`•''• FCOR\OP,•''0,��
PANEL TYPES/EXAMPLE ELEVATIONS
r.✓. IWlllfl C NO CHANGE THIS SHEET
1070NOKOMIS,FL34276 SERIES 670 H.P.ALUM.SGD-NON-IMPACT ���S`S�ONA� o?\`
SMC OZ23110 B PER MIAMI DADE COMMENTS P.O.BOX 1629 s s.�AO.t sae ei,," a wv�a. 0,,, I I I 0
NKOMIS,FL SON A.LYNN I.�ILLER,P.E.
SMC O�&MO RAA °�'' SGD670H.P. NTS 7 -10 PGT0003 D P.E.#58705
SEE FIXED PANEL CLIP
62 111 63 61 66 DETAIL,THIS SHEET 14
61
6,5 113 4 14 INTERIOR 5
(ALL HORIZ.SECTIONS) fit
66 122 121 5 ID EXTERIOR
81 �/ 75
113
ALL REINFORCED INTERLOCK ji2
103 113DETAIL'J' DETAIL'L' ASTRAGAL
53 113 106 105 DETAIL'M'
2112 52 57 i AT MIDSPAN
46 DETAIL'K'(FIXED PANEL) 3"
45 46 47 p 069
52 61
112 3" 0
0 DETAITJ SCREEN L
�-/ _I 2 AT JAMB 0 121
DETAIL'N'SCREEN DETAIL'O'SCREEN
AT HEAD AT SILL 9/IP
FIXED PANEL CLIP REO'D AT TOP
A (HEAD)&BOTTOM(SILL)OF FIXED"O"
SILL RISERS OPTIONS a EXTERIOR INTERIOR C> PANELS.SEE SECTION"J"THIS SHT.B
(ALL VERT.SECTIONS) ✓ FIXED PANEL CLIP DETAIL ON SHT.7
(SEE D.P.LIMIT TABLE 1A,SHEET 4) 24
23
21
1
431
4.055' k,5. 09
1.587'
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 7I8'
MAX. DETAIL T
ED
25 EXT. DLO RODUCf vAlht c,F
cpmplyingwlththe Florida
22 TM,P' u1
20 eeeploaee No vfJGG[
69 to
18
4.055' 72 OR 73 iami bade PlOduct Control
3.305' 71
2.6j55" 7
1.667• ^L 11 LYNN
pN,.....,.Mi
113 �`\��a��.•'�1GENSF'•(�F.p�:
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 `* No.58705
l�naMlar o'�tmv DETAIL'H' OT •. a
lod7�
:1(/D VERTICAL&HORIZONTAL SECTION DETAILS W0T/f5 #
WAdxc f0707EGHN0LOGYDRIVE (C` •.,<OR101'.•'G\
J.J 10/11/1 f C NO CHANGE THIS SHEET NOKOMIS FL 34270
79WRnAbra ffz
SERIES 670 H.P.ALUM.SGD-NON-IMPACT
SMC 067/10 B PER MWMI DADS COMMENTS P.O.BOX 199 s.wuwe aoa uw+vw a.r. A.+hV4AVR,P.E.
w. p0 pbWa p NOXOMf$f194274
sm 0&!05/0
C 9
a SOD670HP. NT$ B a 10 PGT0003 D REA 68705
SM
ITEM PGT Dwg.# PGT.It Description ITEM PGT Dwg.# PGT.# Description "
1 17308 617306 2-TRACK HEAD 61 17326 617328 PANEL STILE(HEAVY DUTY)
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 62 17327 617327 INTERLOCK ADAPTOR
5 17314 617314 FRAME SCREW COVER 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK)
6 17317 617317 FRAME HEAD/JAMB ADD-ON 64 1729 71729 SILL END WEATHERSTRIP PAD
7 17304 617304 2-TRACK SILL 65 17328 617328 INTERLOCK SCREW COVER
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 1 17346 617346 INTERLOCK ALUM REINF.(PANEL-9')
11 17313 617313 FRAME SILL TRACK INSERT 68 17339 617339 HEAVY DUTY ASTRAGAL
12 17315 617315 FRAME SILL SCREEN ADD-ON 69 1732'4 617324 TOP&BOTTOM RAIL
14 17305 617305 2-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 71 1695 71695 1112"X 1'X314'HIGH FIN SEAL DUST PLUGS
18 17322 617322 SILL RISER-0 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
19 17319 617319 SILL RISER-0 HOLLOW 73 8163 78163N TANDEM NYLON ROLLER ASSY.
20 17321 617321 SILL RISER-LOW FLAT 74 SILICONE DOW 699 OR 995
21 17318 617318 SILL RISER-LOW HOLLOW 75 8185 78185X GEMINI MORTICE 3-PLY LOCK W/LONG TRIM PLATE
22 17355 617355 SILL RISER-MED FLAT 76 71032X1FPFX #1032 X 1"FL.SS SCREW W/TYPE"F'TIP
23 17354 617354 SILL RISER-MED HOLLOW 77 7103239 10.32 STEEL ZINC U-NUT
24 17320 617320 SILL RISER-HIGH HOLLOW 78 17358 617368 3116&1/4 OGEE BEAD HORIZONTAL
25 17323 617323 SILL RISER-HIGH FLAT 79 17357 617357 1'IG BEAD HORIZONTAL
82 1224 6TP247K VINYL BULB WEATHERSTRIP
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 83 IGTAPE 1/2"X 1/18"SINGLE SIDE ADHESIVE TAPE FOR IG BEAD
41 7LOCKWGSK SCREEN LOCKSET
42 41818 SCREEN KEEPER SPACER SET 100 8052 48052 ROLLER ADJ.HOLE PLUG
43 8152 68152 SCREEN INTERLOCK ADAPTER 101 72087 JAMB BUMPER
44 4428 64428 SCREEN DOUBLE INTERLOCK 102 1696 71696 DUST PLUG
45 4317 612256 SCREEN TOP RAIL 103 8186 78185X 1'KEEPER
48 4318 612257 SCREEN BOTTOM RAIL 104 653 7SDKEEP SCREEN LOCK KEEPER
47 688 7SRAZ STANDARD ROLLER 105 17344 617344 FLED PANEL CLIP-6'LONG
48 668 7SRAX STANDARD ROLLER-ST.STL. 108 17352 617352 EXTERIOR FRED PANEL RETAINER
49 4344 64344 SCREEN ASTRAGAL 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
51 1692 61692 SCREEN SPLINE-.165 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
52 1694 61694 SCREEN SPLINE-.150 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
53 61816020 ISCREEN CLOTH 111 710X34PPSDAX#10 X314"PH.PN.TEK-S.S.
54 1725 IIIT x 4"x 1/16"SITTING BLOCK 112 1235 67816 WSTP,.270 X.170-FIN SEAL
55 1726 1'X4"X 1/16'SITTING BLOCK 113 1712 64068 .187 X.230 FINSEAL
114 71OX115PPX #10X11/2' PRODUCT RENEWED
200 GLASS 3/16TEMPERED 115 710XPPT #10X1" 0 cornplylag wRA the Florida
201 GLASS 1/4 TEMPERED 116 720X1X #14.20X1"ST.STL. DuildingCado —0
GLASS p
ooeplanca No VV
206 GLASS IG 3116-3116 FULLY TEMPERED 117 720XI12X #14-20 X1.6'ST.STL. 8 Ie ago
209 GLASS IG 114-114 FULLY TEMPERED 121 17353 "0"PANEL BRACKET _
122 #10X 1 1/4'TEK SCREW Hemi Dade Product Control
LYNN M�77j�i
NOTE;ALL ALUMINUM=6063-T6 \\��O'�1GENSC
No.58%05
ftmsQa�- WO" RrvhW. —%'a' '� �� W
J.R. 03/02115 D NO CHANGE THIS SHEET 'Ap••. S7MV t
1070 TECHNOLOGYOftNE PARTS LIST .(� P�ORIDP �N
J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMlS,FL34275 T°1° �'� S'S' IVA
sMc 02/23/10 R B T
PER MMMI DAVE COMMENTS P.O.BOX 1528 SERIES 670 H.P.ALUM.SGD-IVON-IMPACBN �-
DM ar Wa: Ww NOKOMIS,FL 34274 ® A.LYNN MIaIIEf�,%P.E.
SM 08105109 RJA SGD870H.P. NTS 9 d 10 PGT0003 D P.EJI 58705
1.303" 1.050" 1.36" '
0.718" 0.83"� � 1.050"D " 1.003" �0.06 0.779" 0.752" 0
���nnnlll 0.757. 1.36"
0.062"4 0.062"T264. � 0.080" 0.050° -1 0.050" 0.081"
GLAZING BEAD(I.G.)
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK (79)MAT'L:6063-T6 FIXED PANEL CLIP
(85) MAT'L:6063-T6 (5) MATL:6063-T6 (78)MAT'L:6063-T6 (11)MATL:6083-T6 (105)MAT'L:6063-T6
4.125° 6.198" -y 4.49"
-T I 0.081" 8.198"
T -T 1.605"
0.062" 1.304" 1.211"
5.069"
0.081"
{�- 3.25" 2 TRACK HEAD W/SCREEN TRACK 0 232" 0.080" 2-TRACK SILL
TOP/BOTTOM BOTTOM RAIL (2)MAT'L:6063-T6 (7)MAT'L:6063-T6
(69)MAIL:6063-T6 3.979"
4" Ti7" 8.221"
" SCREEN
R EE JAMB K
0.075" 0.062" --►il►- 05" 2-TRACK JAMB SCREEN TRACK
0.133" 1.645 FLUSH FLAT SILL RISER (14)MATL:6063-T6 (15)MAIL:6063-T6
1.6" (18)MA-PL:8063-T6
1.872^ 0.080"2-TRACK SILL W1 SCREEN TRACK
Fes- 3.125" =t 0,281 -L, (8)MAIL:6063-T6
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1j019"
(61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062"
5.069" 1.654" (40)MAT'L 806 0.062" 0.709"
1.888" 0.080" U II�
-►j 1.045" 1.162^
1.211°0.080" � 1.254" � 0.550"
081" 1.993" 0.062" 1.739" (106)MAT'LFIXED E6063 TONER
2-TRACK HEAD 0.250" f Lffl- 0.875
(1)MAT'L:6063-T6 REINFORCEMENT SCREEN TOP RAIL : I INTERLOCK
0.750" (86)MATL:6063-T6 (46)MATL:6063-T61 693" (62)MAT'L:6063-T6 0.232"
0.750"(PANEL LENGTH-9") 0.062"
jL PRODUCT REN61V6D
0.062" SCREEN BTM.RAIL 0.232" r000mplyhngwhhlheFlMlde
0.082" DuildingCoda /
0.750" (46)MAIL:6063-T6-T6 Accepts icouo O{p,
0.232" e D to
0.062" 0.906" 3.955" Miami Dade Pro on1m
4.055" 3.305" FT 3.205" 11 1 1 1 1 1 1
2.455"
i
2.655" 0.062" \`\• ,&l 1YNN�/1Y
1.567" � 'l�••'�1GENS F �
BSc r
0.062" N0.58705
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER _ yk
24 MAIL:6063-TB 23)MAT'L:6063-T6 21 MAIL:6063-T6 (19)MAT'L:6063-T6 (20)MAIL:8063-T6 (22)MAT'L:8063-T6 (25)MAT'L:8063-TB -0''• S s
e� o« R ��`• �nT DP
J.R. 03/02H6 D NO CHANGE THIS SHEET EXTRUSIONS O� FCORIOP;•''����
R-dAsk- 1070TECHNIXOOYORIVE f`\
J.J. 10/11/11 C NO CHANGE THIS SHEET NOXOMl9 hL34276
mer SERIES 670 H.P.ALUM.SGD-NON-IMPACT SIONAI G`�
SMC 02/23/10 B PER MIAMI DADS COMMENTS P o.BOX 1528 R.
p�"ohm: pR Gbb: NOKOMIS,tl&27t ® A.LYNN 0587P.E.
SMC OA/05/09 AJA SODB70 H.P. NTS 10 n 10 PGT0003 D P.E.056705