HomeMy WebLinkAboutRevisions From Team K5 1.407.469.3499 Tue Jun 5 10:49:18 2018 MDT Page 2 of 28
OFFICE USE ONLY:
DATE FILED:_ ll D PERMIT# 0 d LE
REVISION FEE: /S'' try RECEIPT# ��
PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300MR(1NIAAVENUE
FORT PIERCE,FL 34982.6652
(772)462-1553
APPLJCA-nON FOR BUILDING PEF2MT
R"l S I ON
PROJECT INFOFmTION
LOCATION/SITE
ADDRESS:
2210 BELL AVE,FORT PIERCE,FL 34982 ,ti 'I Z-O'l A17.,
DETAILED DESCRIPTION OF PROJECT I v3 ttj
� 7
REVISIONS: s� "
REPLACE CURRENT SINGLE HUNG WINDOW NOA WITH THE SGD PERMITED NOA
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC1331273 ST. LUCIE CO CERT.#:
BUSINESS NAME: O'DONNELL IMPACT WINDOWS AND STORM PROTECTION
QUALIFIERS NAME: MICHAEL O'DONNELL
ADDRESS: 6402 SE FEDERAL HWY
CITY: STUART STATE: FL ZIP: 34997
PHONE (DAYTIlVIE): 772-408-0200 FAX: 8887-833-0167
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTEVIE: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
EDSLCCC: 9/23/0916 'D RECw`lVt
Remised 06/30/17
JUN 05 2018
Permitting Department
St. Lucie County, FL
a
I
s
I "
°53000 219V0l1ddV Ilk/I I LIM A TdMo
MIAMI•DADE MIANTI-DADtCOIWY 01 UnClUO NI AUnS900N 50AW4
Fit(it UCt COWROETON LVHI.Sa0103d3Nl 011313 A5 miuino iu
11805 SW 26 Sux"ltvum2og SNOUO ilaao0 Apra'oi izwenS gad
DEPARTMENT OP RtGULATORY AND ECONOMIC RESOURCES(RER) Miami,Floridn:33175-2674
BOARD AND CODE ADMIMSTILITION DIVISION 'f(786)31.5-2590 F(786).315-2599 N80AA Q3S0d0ad_11V CINV SNV_ld 3S3Hi o
_ EPTANCE(NOA.) www.minmidadcenvhnroumv B
'T Industries,Tc.
1070 Technolggy Drive, tip
orth Venice,FL 342715
SCOPE:
This NOA is being issued under the applicable rules unit regulations governing the use of construction materials. tail
The i documentation betus d submitted has been reviewed other
accepted re allowed
.A u h ity I Living
Ju.Control i NOISIA3tl
oSection to be used in Miami Dnde Ceunly unit other arras where 1111UR'Cd by 1110 AIJt}1Ur1tV I G7\ling,IUI'ISdICtI(lIl i
(AHJ). .p
ll not be valid after the expiration date stated below,The Miami-Dado Comity This NOA shall p Product Control 14
Section(In Miami Dade County)andiur(lie AITJ(in areas other than Miami Dade County)reserve the right to have j p
this product or material tested for quality assurance purposes.if this product or material fails to perform in the ;
accepted trlamler,the nlanofactuer will incur the expense of such testing and the AHI may immediately revoke,
modify,ur suspend the use of such product or material within thcir•jurisdiction. RER reserves die right to revoke
this acceptance,if it is determined by Miami-Dadc County Product Control Section that this product or material 34tlW 313 T11M N01103dSN1 ON
fails to meat the requirements ofthc applicable building code. rJQ 90f NO Id3)1 313 iso W cp
This product is approved as described herein,and has been designed to comply with the Florida Building Code, y1WH3d ONtl SNtTId =
including,the Hi h Velocity Hurricane Zone. 31tl4 m
DFSC:RIPTION:Series`•5570/2770"Vinyl Sliding Class Door(Reinforced)-L.V1.1.
I Jl9 43M31A3H LA
PPROVAT,DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass DoorNOA(LM)",sheets I
through 21 of21,preparcd by manufacturer,dated 10/05/15,with revision A dated 04105117,signed and sealed by 1 30Np3M31A3a
A.I.ynn Mi[ler,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of NOISIAIO ONIOII(1B °^
Acceotunce number and ex iratinn date b•[he Miami-Dadc Count•Product Control Section.
migsITx.1-14PAC:T RATING:Large and Small Missile Impact Resistant JLLNf100 31of11 1S
ABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and scrics
and followingsralement:"Miarni-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 v
change in the applicable building code negatively allecting lbe performance of th is product. E
N
TlcRll'11NAT1DN of this NOA will neon after the expiration date or if there has been a revision or change in the
G f y'. Gf' 1 TSF li N
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of nny Yy c•u • r,�t� po
e
product,for sales,udvertisinS or any otherpurposesslta(Iautnmaticall terminate this NOA.Failmincanll with
j,
arty section of this NOA shall be cause for termination and removal of NOA.
ADv>R'175L+iV1LNf:The NOA number veceded h•the words Miami-Dadc County,Florida,and followed b \' t1 !, %1 ^' 1 tl T
the expiration date may be displayed iu a7dverlisiug literature. If any portion of the NOA is displayed,then it shall ups
Pi
be done in its entirety. tQ
INSPECPION:A copy of this entire N0.4 shall he provided to the user by the manufacturer or its distributors and N
shall be available tot•inspection at the job site at the request of the Building Official. F''
This NOA revises NOA#15-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3&E-4 as well as 0
approval document mentioned above.
The submitted documentation was reviewer{by Jorge n Plasencia,P.T. PQ
x %:% NOA No.17-D42D.06
'MIAM4nADE COUNTY ,.f.,�•.h F�i 1 "- 1 1 014•J
F,x iralionPate: A rr114,2021 i d VU.I
,1/J'i' p" P �j�fjJa�aG t1G y
s Approval hale; Seplember28,2017 U�{
Pagel1�
PGT Industries,Inc.
NOTICE:OF ACCEPTANCE:EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturers die drawings and sections. -n
3
(Submitted widerNOANn,1.1-0107.04) 0
2. Drawing No.YID-5570.0,filled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21
of 21,prepared by manufacturer,dated 10105115,with revision A dated 04/05117,signed and
sealed by A.Lynn Miller,Y.F.
B. TESTS 71
1, 'fest rcporton 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missi le impact Test per FBC,TAS 201-94 ~
3)Cyclic lVind Pressure i.oading per FBC,TAS 203-94 �
0
along with marked-up drawings and installation ditigr<1rn of vinyl sliding glass door,prepared by -t
Fenesu'ation'1'csting Lah,Inc.,Test Report No-FTL 8717,dated 12/07115,signed and sealed by :9�.
Idalmis Ortega,P.h:.(fest report revised on 02115116 and 02/24/16) 0)
2. 'fest report on 1)Air Irtf l.tration Test,per FRC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 `rp
3)Water Resistance Test,per FBC,TAS 202-94.
4)1.argc Missi le 1'mpact'fest per FBC,TAS 201-94
5)Cyclic Wind Prossure Loading per FBC,TAS 203-94 c
6)Forced Entry Test,per PBC:,TAS 202-94 m
along with harked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Tost'ReportNo.FTL 8546,dated 11/06/15,signed and sealed by � 3
ldalmis Ortega,P.E.(Test report revised on 01/04/16 and 02/1112016)
3. fest report on 1)Air Infiltration Test,per FBC,TAS 202-94 r^
2)l lnifont Stati c Air Pressure Test,per FBC,TAS 202-94 0
3)Water Resistance Test,per FBC,TAS 202794 fl
4)Large Missile Impact Test per FBC,TAS 201-94 N
5)Cyclic Wind Pressure Loading per r-BC,TAS 203-94
6)Forced Fntiy Test,per FBC,TAS 202-94 �
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,lrie„'I'ost ReportNo:F rL 8547,dated 12/04/15,signed and sealed by o
ldahnis Ortega,l'.E.(Test report revised on.02/15/16) I 00
N
4. 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 Rcsistaucc"fest,per FRC,TAS 202-94
4)Large Missile Irnpaet Test per FRC,TAS 201-94
5)Cyclic Wird Pressure Loading per FRC,TAS 203-94
6)Forced Entry'I cit,per NRC:,TAS 202-94
along with inarked-up drawings and installation diagram ofvinyl sliding glass door,prepared by N
Penes lration Testing Lab,hic.,Test Report No.FTI,8548,dated 12104115,signed and sealed by 0
idalmis Ortega,P.E.(fest report revised on 01/04/16 and 02/1111.6)
{/Judge 111 Plasenda,PX-,.
Product Control Unit Supervisor
NOA No.17-0420.06
Expiration Date; Aprtl 14,2021
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
'NOTICE OF ACCEPTANCE:EN'TDENCTI.SIT13NITTTED
B. TESTS(continued)
5, Test report on l)Air Tnfilh'alion Tesl,per FBC,TAS 202-94 C
2)Uniform Static Air Pressure Test,per M- (,,TAS 202-94 B
3)Water Resistance Test,per FBC,TAS 202-94. rD
4).Large Missilc'Impact Test per FBC,TAS 201-94
5)Cyclic'Wind Pressure Loading per FRC,TAS 203-94
6)Forced Entry Test,per FBC.TAS 202-94
along with marked-up drawings and instal lation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Tcst.Kcpart No.VYL 8549,dated 11/06/15,signed and sealed by
ldalmis Ortega,l'.E,(fest report revised on 12/04/15 and 0271 1/16) o
6. Test report on 1)Air Infiltration Tcst,per FBC,TAS 202-94 V
2)Uniform Sialic Air Pressure Tc M per NHC,TAS 202-94
3)eater Resistance Test,per FH(:,'L'AS 202-94. Q0
4)Large Missile Lnpact Test per FBC:,TAS 201-94 w
5)Cyclic Wind Pressure loading per FBC:,TAS 2.03-94 �
along-with marked-up drawings and installation.diagram of vinyl sliding glass door,prepared by to
Fenestration Testing Lab,Lac.,Test Report No.FTL 8552,dated 12/114/15,signed and scaled by .-I
Idalmis Ortega,P.E.(Test report revised an 02115/2016) m
7. Test repurt 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 E'BC,TA S 203-94,
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Ltrc,,'1'est Report No.To.VII 6638(samples A-I thru A-22),dated Un
11119110,signed and sealed by Jorge A.Canso,P.E. C)
(Submitted trudge INVA Mo.11-0107.04)
8 Test report on 1)Air Iufiltration Test,per FBC,TAS 202-94 N
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 i
3)Water Rcsistancc Test,per FBC,TAS 202-94. 14
4)Large Missilc Impact Test per FRC,TAS 201-94 N
5)Cyclic Wind Pressure Loading per FBC:,"CAS 203-94 FesD
6)Forced Entry Test,per FBC:,TAS 2.02-94 00
along with marked-up drawings and installation diagram ofvinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc„Test Report No.FTL 6337(satnplcs A-1 tbru A-5),dated 12/06!10,
signed and sealed by Jorge A.Cau so,P.E.
(5'ubndited render NOA No.11-0107.09)
1D
C. CALCULATIONS w
1. Anchor verification calculations:and structural analysis,complying with FBC-2014,prepared C
by POT,dated 12/09/15and lust revised on 02115116,signed and sealed by Anthony L.Miller, -h
P.H. �� N
(Subrnftted uuderNOA IV&15-1210.01)
"gorge ryl.Plasencia,P.E.
Product Control Unit 3npervisor
NOA No.17-11420.06
[expiration Late: Apr1114,2021
Approval Date: September 28,2017
T;-2
Y
PGT Tudustries,Tnc.
NOTICE OR AC'CEPTANCT,:EVIDENCE SUBMITTM
C. CALCULATIONS(cont.) -
2. Glaring complies with ASTMS-1300-09 0
3
D. QUALITY ASSURANCE
1. Miami Dade Dcparhncut of Regulatory and Economic Resources(RFR)-
E. MATERIAL CERTITICATIONS
1. Notice of Acceptance No.15-0528.14 issued to Vision hxttvsion l.ilnitcd for their"White N
Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,cxpiriirg on p
09!30/19. c
V
2. Notice oLAcceptlmce No.16-0920.08 issued to Vision Extrusion Limited for their"VE 1000
Tun 202 and lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows
and Doors",dated 12/08/16,expiring on 12/29/21.
3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their"Brown w
Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and (.0
Doors",dated 08113il5,expiring on 09/30/19. 10
4. Notice of Acctptance 1\o.16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc.for
their"TAN 3040 and Lighter Shades(Non-Whi(e)Rigid PVC Exterior Extrusions for m
Windows and Dours"dated 09/15116,expiring oil 02/04/21.
5. Notice of Acceptance No.16-0712.01 issued to ENERGI Fenestration Solutions USA,Inc,for 3
their"Brunie and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors'dated 09;15/16,expiring on 04/16120. Lq
6. Notice of Aceeplunce No.16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc.for e
their"While Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, l9
expiring on 02/28118. ry
7. Test reports No(s).10-002-792(A),10-06-M0527,535753-09,per ASTME-84,ASTMD1929 !
and ASTMD-635,issued by EXOV'l to Vision Extrusion for cellulosic composite material.
(,Subudded under NOA No.11-0107.04)
F. Notice of Acceptance No.I4-0916.11 issued to Kuraray America.,Inc.for their"SeutryGlas® c
(Clear and White)Interlayer",expiring on 07/04/18.
9. Notice of Acceptunce No.16-1117.01 issued to Kuraray America,Ine.for their"Trosifol 02 00
Iiltraclear,Clear and Color PVB Interlayers•",expiring on 07'08/19. o
--i
-a
W
rm
41.
0
YJorge
M,Plascncta,P,E.
P.roduet Control Unit Supervisor
NOA Nu,17-0420.06
Expiration Date: April 14,2021
Approvul Dnle: Replemher28,2017
14-3
J
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE STIBMTTTED
F. STATEMENTS -n
1. Statement letter of conformance with FBC-5th Edition(2014)and rBC-6th Edition(2017), 0
issued by manufacturer,dated 08114117,signed&sealed by Lynn Miller,P.E.
2. Statement letter of no financial interest,dated 04(18/17,issued by manufacturer,signed& rD
sealed by Lynn Miller,P.E. P)
3. 1 eLter of luh compliance,part of the above test reports.
4. RER Test Proposal No.17-0387,dated 0505117,signed by Ishaq Chundu,P.E.
N
G. OTHER �
O
1. Notice of Acceptance No.15-1210.01,issued to PGT Industries,for their Series"5570/2770" �4
Vinyl Sliding Glass Door(Rcinforecd)—L.M.L",approved on 03/03/16 and expiring on
04/14/21.
w
c
N
u
3
0
N
F-e
w
V
N
O
00
Oo
v
v
w
ro
Ln
0
h
'Jorgo K.Plascacia,P.E.
Pe6net.Control Unit Supervlsor
NOA Nu.17-0420.06
Expiration Dale: April 14,2021
ApprnralWit: September 2S,2017
A:-4
i
J
SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING
Group Anahar Spbstrale Frame Member Iain.edge Allo. RATED FOR LARGE&SMALL
INCLUDING POCKETS &90°11350 CORNERS Dlshnee Embedmert MISSILE IMPACT RESISTANCE
. ..... __.._.. P.T.S.Uthem Pins as SiVJamb 9/10 a d•
GENERAL NOTES: (sG=0.6,) P•haok 91.16^ tare° DESIGN PRESSURE RATING
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 412,sinal SMs(•us)or Alund.111,6963.75' Haad/51gUdlnb 315' 18'
D,1%'min.1hirkaaaa P4mck wa' 1s• SEE TABLES 1,2&B1,B2 i TI
2 DESIGN PRESSURES: 4105.5.SMO
steel,ase Headl6i1llJamh 318" 0.0e0" ON SHEETS 7&8 �
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM Ei300. (inn.11 Oveadana) 0.06o'mm.IN kmae) Phoek 3B 9.060
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PERASTM El 300. A Steel Stud.A853 CL 33' HeadrSOl/Jamb 316• 0.071'(14 O..)l
C.DESIGN LOADS ARE BASED ON ALLOWABLE S'T'RESS DESIGN,ASD. D.pn^odn.00=kaaaa) P-book 3/6' D.071'(14 Ga.
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1!4'Ei:o UlUacon P.T.SG4.5s Pine -hooiibk
1• 1•3fa' (D
(SG=0.55) P•hook 1' 1.315'
INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P.T.Soumem Pine H adfsnurmu 1. i-910'
114"Elco 410 S.S.CreteFlox
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE{FBC}, (SG=0.66) P-hook r 18161
4)SHUTTERS ARE NOT REQUIRED PER FDC REQUIREMENTS,AS APPLICABLE, s 912,n:«el v d w(G5) P.T.Sout em Pie HradfSuudamb 9+16' 1-31a•
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. ISG�0.56) Phook 9H6' 1.316"
6 REFERENCES(NOA'S:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCh1OR NOA'S, ENERGI FENESTRATION h 2.86e Phook 7' 1.318• 1 1
) ) ndrt.2.b6ks HeatlrSOVJun�b 1.3116" 1.318'
1!4'Eke IDlrecon
SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NDA,VE 1000 TAN 202 AND LIGHTER SHADES ungmomd ck1u, Jamb1^ 1-114" CD(NON-WHITE)RIGID PVCNOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C-N P-t4A 1 t-1+a" V
REFERENCES(TEST REPORTS);FTL-6337,6338,8645-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Ungmatcd CMU, Jarraa 1.314' 1.314•
114°am 410 S.S. rateAex (hSTMcao Phook 1-14• 1.114" GENERAL NOTES._..........1 �
CAMBRIDGE 535753-09; G Conomto Hxsd.'SIIVJw-b 13116• 1-314"
7)THIS PRODUCT HAS 13EEN DESIGNED&I'ES'I'EU 1'0 COMPLY WITH THE REQUIREMENTS OF T14E FBC, INCLUDING THE (nvn.&35k51 P-honk 1• 1-y4' EXAMPLE CONFIGS..........2 V,
I HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI concrete Hada sauJamb 1.112" 1.38" INSTALL DETAILS..............3-6
I FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION.LTD.HAS BEEN TESTEDTO COMPLY WITHTHE FLORIDA rd..222kai Phoak 1-31 81
2• 18• DPIANCHORTABL-ES........7-8 W
t 1)4•EIca18-fiS.S. UnpmtrledCMU, - Jamb r 1.114• .....e
BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). pacro•cotor ASTM C-90 PT.-.k-- 2'"^ 1.1/4"-- EXAMPLE......................GLAZING RETAILS.............9 tD
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Southam Pine HoadlSIIVJmnb 1• 1-31a
1 G=0.65 p-tpok..----i- -•`-Ta7s -` ANCHOR LOCATIONS 9)DRAWINGS DEPICT EXTERIOR-GRAZING,HOWEVER INT£RIOR•GLAZING MAYBE -I
10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES, e000re,a HeedlSuv 2-112' tale PANEL TYPES...................17 =
tWEkc Uft,o. mot.2.85 k-) Phaok 2-Ire 1-3/w EXTRUSIONS.............._.....18 CD
ANCHOR NOTES: una utedchlu. Jerry 2.1ir 1-114 ACCESSORIES,.................19 u
1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY p ASTM C•ea P-tnok 2.1rr 1-14" SCREEN DETAILS.............20
APPROVED ELCO ANCHORS-SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE eoro2to Head sllua a h z-ire• lata° 3
REQUIREMENTS.
1W M.. (mh3.35kst) P•11ook 2-112• tae PARTS LIST........................21
Unyiuuted CMU, Jemb 2412' 1-1(4'
i 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLC A ON T1118 SHEET.
tasTMcaO) Pftek 2-312• 1-14 PRODUCT REVISED
( 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complyttlg With tho Fior)da p
IF UNIT IS INSTALLED DIRECTLY TO SCUD CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 7X ARC:1••1/2"TI TICK OR MEH'I'MIN.SI•RENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building colo �
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DF.SIGNFO TO PROPERLY TRANSFER LOADS TO THENOA No. 17.0420.06
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ;N
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF T1IE ENGINEER OR ARCHITECT OF RECORD Expiration onto 0411412021
&TO BE REVIEWED BY THE BUILDING OFF]CIAL. ''r •�
"UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. gy � •_���__., I w
4)METAL SUBSTRATE TO MEE I'MIN.STRENGTH AND THICKNESS REQUIREMENTS PCRTHEFBC AND TO BE REVIEWED Miami ~de Product control t'4
BY THE AUTHORITY I LAVING JURISDICTION. I N
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, O
NON-METALLIC GROUP,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fr Min.Fa I N
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Sled Screw e2 ksl 120 W
SUBSTRATE IS WOOD,30$FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: 4105craw 9D kul 110 kfii
SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco AggreGatorO 57 kci 06 ksl
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco L1traCon® 155 ksl 177 ksl
i
•ASTM E7300-09
INSTRUCTIONS: 410 SS Elco CreteFlexG 127.4 ksl 159.7 ksl
•ALUMINUPA DESINDS-GN
M POR,AOM-201(i
CONSTRUCTION i a
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •ALUMINUM DESIGN MANUAL AOM•2015 oDt�TSAIur intim 10 kai 22 kfii `��t` �r LYS fli�i IcQ
SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR2,DEPENDING ON THE •AISI S1o612 A36 Steel SG ksl 58 ksl `� �1,ON.-•-••N�� �� (D
GI ASS/REINFORCEMENT. •AISC38010 Gr.33StMtud 33ks1 45W
2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL No,5B7B5 r 1 O
PANEL WIU'CH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/0R r _""� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 * '_h
HEIGHT. L
3)CI)DOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THIS g
d GENERAL NOTES 14 J ROSOWSKI
SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM CMBFDMENT AND MINIMUM EDGE l` sa ❑ �p�•. s
DISTANCr. ` %� cCORI9P,.•'\�� ;
4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 PRESSURE S MET OR EXCEEDED. THE ANCHOR QUANTITIES T ES SHOWN.1 IE OPC-NING'S REQUIRED DESIGN o0107u TEIGHivOLOGY DR1Hc. UPDATED TO FBC LOT7,VINYL MFG. 04/05/17
5)INSTALLAS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275
6)ADDITIONALLY,SEE 1'HE EXAMPLE ON SHEET 9. (941)-480-1600 s _ ' A.LYNN MILLER,
cEW.oraunr.,2naa SGD-5570 y NTS 10F21 a� MD-5570.0 A P.F56s7o5 I
k
1
MAX.UNIT WIDTHMAX.UNIT WIDTH - MAX.UNIT WIDTH
�.. � MAX.UNiI-WIDTH
NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH r
PER'I'ABLES 1&2 @@ ff \±� PER TABLES 1&2 PER fAfSLES 1&2 �r, PER TABLES 1&2 `i�
-� I 1
1 ..— __---_ -
3 �° I, Ts
\- S MAX.UNIT O
MAX,UNIT:� / v I MAX.UNIT 's 1 / •' MAX.UNIT ! (� i HEIGHT (� ( 1 11 9
I
HEIGHT / I HEIGHT CEJ / �" HEIGHT w
PER TABLES 1&2 / 9 PER TABLES 1&2 PER TABLES 1&2 / / / I PER A
I� / y TABLES &2
rccx��I" vo,:xGr I,3 ! / / / vmx,-r�,: d // / / / x�c � I'w^" i E3
1_PANELI... 0 2-PANEL. 3-PANEL CONFIGURATIONS . 4-PANELCONFIGURATIONS fd.
- ----
CONFIGURATIONS CONFIGURATIONS
MAX.UNIT WIDTH A
--- -•••- MAX.UNIT WIDTFI — MAX.UNIT WIDTH - O
NOM.PANEL WIDTH-
NOM.PANEL WIDTHNOM.PANEL WIDTH _ _ � ' PER TABLES 1 IS 2
° PER TABLES 1&2 1' 1
PER TABLES 1&2 ( _ N----t (� I p
I;\ I I I s MAX.UNIT ?, zi w
\x� ` , R x HEIGHT /\_7 . 4
MAX.UNIT ' ' ` + I� MAX.UNIT 1 ( ' Ix< / �� PER / 5 I i iea c0
HEIGHT L \"' Ik HEIGHT � 1 E 1 Itf "J I> TABLES 1&2 / sueEt CO
/ / PERTABLES1&2 / /
PER TABLES 1&2 � i /' IN
fD
-
r 6-PANEL CONFIGURATIONS F J CORNFR,TYP.
6-PANEL CONFIGURATIONS (J °/ OVi:fUECOfikERSKOWN,IKIDEGGPRERSI•iJNR I C
I 3
'PRODUCT REVISED Ln
-=- MAX.UNIT WIDTH MAX.UNIT WIDTH - as ;s coaewith the Florida O
NOM.PANEL WIDTH q` NUM.PANEL WIDTH NOA-No. 17.0420.06 LO
PER TABLES 1&2 ~I Expiration Date 04114!2021 N
PER TABLES 1&2 .�
`��� n r'R a j• Ig` � /s\ ls] a II � - 8 I3 - Miami de Prodect Contra
MAX.UNIT MAX.UNIT jZ-7-]HEIGHTi sC i' HEIGHTPER TABLES 1&2 / I / % // / / IPER TABLES I&2 / / / / ! / / I}
'IR 00
•7-PANEL CONFIGURAL"IONS 8-PANEL CONFIGURATIONS g
-I
CONFIGURATIONS NOTES: "X" o
=OPERABLE PANEL DLO WIDTH=NOM.PANFI.WIDTH-8.9116" \\\ idY(_YN r,� to
'O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3116" �� �0.••••••-•!v '�
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB � \�;• t,ICENs'�/� ': N
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXP.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1116" QS,• . ..'c' � v
POCKET CONFIGURATION CAN BE UXXXp. PANEL HEIGHT=DOOR HEIGHT-2-112" Nu.SmS
2)90°&135'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS•DOOR NOS(LM) 10/05/15 -h
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS I � J ROSOWSKI ;Dr
.� ``- -
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. - r,
DETAIL LETTER CC YRIGILTCMIT PGTIRm5lr�les.INc. a NO CHANGES THIS SHEET. 1,04/05/17S/
_ ALL RIGHTS RESERVED -- �' ���01VA1L ;`�\\
4)FOR NOM.PANEL WIDTH,SEE TAf3l,FS 1&2. (� 10'10 TECHNOLOGY DR g t i I I I i I I
N.VENICE,FL 34275
I SHEEI'NUMBER 941 - a r A.LYNN..—R,PG.
5)MAX.ALLOWABLE FRAME SOVAREFOOTAGE=472.B56FT' TorA8��18smnSGD-5570jyI NTS m 20F21z MD-s570.0 > A P.E.Cre7D0
J
rIN
ETAIL Al iDET B _ METAL TYP.,SEE ANCHOR
RU IX WOOD ' ASTRAGAL i DETAIL C1 QETAIL D9 NOTE q,SHEET I;MIN.OF3
TO MASONRY FACING EXT. I INTERLOCK IN Mt't'AL THREADS BEYOND THE
CONCRETEICMU PER --'"--
-- METAL.SUBSTRATE
ANCHOR REQUIREMENT """"' FRAME WIDTH
- 114"MAX. REQUIRED IF DOOR •-_.__..___._-_..-.-_.-...._ .
TYP.ANCHOR TYPE, I HEIGHT IS OVER 95' 2t� u� 3
Etv1BEDMENfAPJD 6�idAX28'O.C. 9191
771
o I 0
0 0 EDGE o
3
EDGE DISTANCE PER DISTANCE
SUBSTRATE-,Sl:t�?',
TABLE A,SHEET 1& lJ = w
DAYLIGHT m JIEIt1UN / - r ! 3
NOTE 3.BELOW u. ,i l // �.1
/ / OPENING-►; •• ,
WIDTH ` �\ \�— / -' 33
�, S
q -- - P J .... `I /.J u I
EMBEDMENT _ c- -
EDGE ` - /� rJ o l d (N;TitmIKEEPERQIaLtx.66 \ EDGE
�• .: 3.5'O.C.,SEE SHEET1
DISTANCES•..•,.,}1 zs�ar�2a��� �� Extr:RxlN DISTANCE p
34 I 25 KM3 2Nl /(27
\ SEE NOTE 6, � 1
SEE NOTE 6, �-- r / 2� OI �THIS SHEET 1/4'
�.L•--' ' ^.•: \ THIS SHEEr \\�
1X OR 2X WOOD I '�THSSHEE / EMBEDMENT \ W
C /�BUCKSTRIP,SEE SEE NOTE 6,THIS SHEET 2e •a
i p0 X 314"E,L REINFORCEMENT SCREW;7
ANCHOR-/ _ � NUTS 3,SHEET 1 L-—————-�--�_ � a3 PER STILE,LUCA'I'ED A'I-CENTERLINE AND 6", RANCH OR TYPE, �
PLATE AT HORIZONTAL SECTION(XXX SHOWN
2 9"&12"FROM ENDS(FACTORY INSTALLED}.
EMBEDMENT AND
EVERY ------- EDGE DISTANCE PER, --I
ANCHOR SUL.3STRATE,SEE
LOCATION \ DETAIL C2 DETAIL D2 DETAIL 82 TABLE A,SHEET 1& m
DETAI L A2 _INTERLOCK INTO MASONRY ```` ASCD NOTE 3,BELOW U
j 2X WOOD BUCKSTRIP OR L!Nro 2XwooD �, {1�, `~ FAC—INT.
REOVIREp IFO(�R EMBEDMENT �-r—' � ~ ��` �
i FRAMING,SEE ANCI IOR f9/�~ DAYLIGHT HEIGHT IS OVER 9E rl d 4 ————
NOTE 3,SHEET 1 ��' OPENING 91 22, iI4"MAX.
/ ff 5 EDGE I I-I�E't�N I PRODUCT REVISED
WIDTH I I as compizin with the Florida
_r "� - JDISTANCE I I NoA-m..
co�17.0420.06 LSD
J. NOA No.
nn
Iy TYPANCHOR TYPE, `✓n 1� I41 �r'� \I ` • J- o SEE NOTE 6,THIS SHEET
LIOR�2P C26 l l7J.
t
�;" • `
qII Expiration m-0
. Date 0
tl�u'4e/
— �REMBEDMENTAND 25
EDGE DISTANCE PER--/ (2__6".- TYP.ANCHOR TYPE,
lh'L
a vSUBSTRATE,SEE EMBEDMENTAND
EDGE DISTANCETABLC A,SHEET 1& PER SUNOTE 3,BELOW 6 BSTRATE,
iw SEE TABLE A.SHFFT �.wO.
~
0
0
EDGE IrI d 1&NOTE 3,BELOW
L ( 4)THRU KEEPER MAX 55Sa I E%TTE;f.Wi1
DISTANCE �e 1'* 3.6"O.C.,SEE5Httfld I�
�... L------J
I-- i14'MAX. PANEL WIDTH - , —CONCRETE/CMU PER ASTRAGAL MAY BE
1 ANCHOR REQUIREMENT INSTALLED IN EITHER o
• EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOROR `��tt rr7r� to
ANCHORS,SEE EXTERIOR DIRECTION. ��� cp'f LYNIV ��� TD
1)DETAILS
AILS APPLY T02,SAND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(Sq NOTE 6,THIS SHEET) DETAIL SHEETI9 ALL PARTS IDENTICAL. a ' t.I...... Cco
D
2)REFER TO ANCHOR NOTES,SHEET 1, JjEL
,FOR ALL IACKSTiLES. _ NO.5870.5 0
3)SEESHEET13 FOit ANCHOR LOCATION8 SPACING,FOR asTRAGALs,FIxED 1 �` '� •-I VINYL SLIDING GLASS DOOR NOA LM s 10105/1b-ANCHOR QUANTITIES,SEE TABLES 1&2. STIESArm j 28 � ( }
4)CONTINUOUS ANCHOR PLATE,ITEM 0.IS REQUIRED AT ALL HORIZONTAL RAILS r� INSTALLATION,HORIZO -IAL
SKI
710NS. _X Sdn'•, �sTtgTEFRAMEANCHORLO.A
5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-ON. —_ ccrvnl6N ezoTt PorvnusTwea,INc, NO CHANGES THIS SHEET. 42 04/05117 %�St '��ORIOP••''GZ:\
6)SEE TABLES i&2 FOR REINFORCEMENT REQUIREMENTS.All FOR INTERLOCKS
INTERLOCKS I,L R
L:� (21 _..------------ NAL ��
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY I 1070TECFINOI.OGYpR '7rrlr Ittt`
THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. -•-•• L- N.VENICE,FL 34275
7)SEE SHEET 20 FOR SCREEN DETAILS. sTANpnap HD (941}400.1600 III .m A LYNN MILLER,P.E.
f.ERT.OF aLRN.47�2A; SED-5570� j NTS 30F 21 o�e� MD-5570.0 aT A P,rx straw
1
DETAIL E9 TYP.ANCHOR TYPE,EMBEDMENT lbETAIL E2 I DETAIL E3 DETAIL E4
INTOMASONRY- AND EDGE DISTANCE PER INroovooD LNTDMAsovev. _INTOMEraL-- DADE APPROVED M ULLION,FBC
1XEUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL
V-1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY
CUNCRETEICMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. 'n
NOTE 3,SHEET 1 'SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES,
PER ANCHOR DISTANCE I GpC,E TABLE A,SHEET 1 O
i REQUIREMENT I P EDGE _ 1&NOTC HIS ET ._
ti DISTANCE y DISTANCE I
i.. •'. '•: •.'.
EDGE DISTANCE
EMBED- — Y:. EMBED
HENT WENT EMBEDMENT
_ ENT
114"MAX.� y �� \\ 4I MAX. 114"MAX. 114"MAX. H\' 1/4"MAX. ~
rrII 1X OR 2X WOOD `I J� A
BUCKSTRIP,SEE - U / / r CD
°J 6U0 ANCHOR NOTE 3, %B a L TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND v
%� SHEET 1 EDGE DISTANCE PER SUBSTRATE,SEE L EDGE DISTANCE PER SUBSTRATE,SEE p
'/ TABLE A,SHEET 1&NOTE 3,THIS Si IEET TABLE A,'SHEET 1&NOTE 3,THIS SHEET
�, (eoj� I� a� NOTES w
FOR i)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. A
LCCKSTILES, LO
U ASTRS S. 2)REFER TO ANCHOR NOTES,SI MET 1.
3 SEE SHEETS 11&12 FOR ANCHOR LOCATION 8 SPACING,
FIXED GAI S. )
r AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" _
_ IIMMKrAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#6,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-9/16' ID
ANCHOK PLATE AT RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-112' u
EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS.
LOCATION PTH!S
6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.
DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
OPENING FRAMESEC HEIGHT LENGTH OF THE EXTRUSION.REFER TO•TEST REPORTS FOR PRODUCT REVISED
HEIGHE NOTE 6, SII.1.RISERHEIGHT EXACT DIMENSIONS, as complying with the FloridaO SFiFET VARIES WITH aurtaing cna�
REQUIRED NOA-No. 17-0420.06
f ' EXTERIOR; POSITIVE ]Expiration Date 04!1412021 N
Dr _ ~
UC
390 —SSURE, I1 -_.. a 041/11 SEE SHEETS 390 ((—�-I- +— }]I Miami- a 'Pro4ucl control v
EXTE �6�GR�� I 7&6. .390 I ;_�
(TI B �� ORCI ( W--.390 2,3170 2.947
15 I / Op.SHOWN T..~� I 1.793 4.041 OD
114"MAX. /' 4z —.— 3.464
GROUTAS s I �• ��#'i3-45AL.SO.4PPLY .823 2.687
NEEDED,SEE %a �� �, f 1.917
ANCHOR NOTE ID �• 060 .060 .060
5SHEET
G , , 12 Q 1 �� Q 2-112°=TOTAL .060
1/4 }=-
, 1 is Q - S9 J g
"MAX.— SILL HT SILL RISER ILL RISER ILL RISER
SILL RISER ttt
o r<� �43)S �) BCJ Y LYNV
j �•� 6 I� = r 'L`� �� ((2-1/2"TOTAL (3-112"TOTAL (4-1/18°TOTAL (4-518"70'fAL `QN M/V %i M
HEIGHT _
i � _ ,,... •, _ --,� •_— ,.�—` ILL HEIGHT) SILL FIEIG}IT) SILL HEIGHT) SILL HEIGHT) tICEN !
Eh18ED- .. '` .~ j.a, EMBEDMENT :•EDGE'= _�; �i NG.68705 •�� O
MENTDISTANCEy 5:71 '�_�� e" VINYL SLIDING GLASS DOOR NOA(LM) ZE 10105116 rr= -fi
TYP.'ANCHORTYPE, _ TYP.ANCI IDR TYPE I INSTALLATION,VERTICAL X-SECT. J ROSOWSKI = '. i il: ;Z :'tea pivi
EDGE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND J�jE� --• � •---- - �O�`, STATE OF
DISTANCE _
EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE corvwurrrwxot7 poTmus•.RIEs,INc, NO CHANGES THIS SHEET. u 04/05!17 i ESS'' c(OR1Di.•''G\?.`
CONCRETElCMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, All RIGHTS RESERVED " "
DETAIL F1 DETAIL F2 -"- SIONgL�N�`•
--PERANCHOR SEE TABLE A, SEETABLEA, 1070 TECHNOLOGY DR'
REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,-1 00 —
IC MASONRY INIU WOOD (941)-430-16UU I 0.LYNN MILLER,P.E.
THIS SHEET THIS SHEET C RY.OFAUTKOsmBO SGD-5570 NTS I 4 OF 21 5 MD-5570.0 '� A PE JBi�
INTERIOR `J
lNi (4)THRU KEEPER IVI
INTErtiOa //�� //25 OR 28 UUU [[�11 lllSS tltlU d
(2} �� �•��` CJ� lf@hWX-E O.C.,
t.aR 2fi--� \ .-!"37 E6%iAAX 1R.5'O.C. IN7FRt0^n /'\_. \- \ r v !r SEE Sf Ic T19 .. _...... -T7
^oma ,✓
II+LJI�I� INTERIOF �
all
Al(4)THRU KF.F,PER @MAXEXiER!OR SEE SHEE719 n y U❑ `ol I t m
rv.11
._.__ O 0❑ IZf IOR'29 __ - J H
� I �
/y 57
'--�9FWAX 16.6"O.C. O
DCTERIOR \ 1 \I ��° 14
q ExTEkiDk
5
_ W
DETAIL G1 {> pETA1L H1x:11' �
MAXffA7C 18.5'O.C.(97
135' �•\oR .....�
INSIDE CORNER \ � OO INSIOL'CCHNL'H (49 _ d ��
EXT[RIOR + 1
ET `- rD
(4)THRU KEEPER EXTERICR
t 98 @ MAX 3.5°O.C.,
SEE SHtE'1'19 �9 3
(� \ ,�/lam
�J Ln
PRODUCT REVISED
LcrIL as com lying ith the Florida O
Etullalug Code rp
OO NOA No 77-0420.06
Exptrti
aon Pate 0419412021
135° IN-1
r rr=Rwk ey :: w
1 Miami-f1�0 Praauct Conlro V
CF4
00
— NOTES
+ 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
q I n�I 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR W
QUAN-fITIES,SEE TABLES 1&2. ,111 r 0
2J e� � a 3)CORNER ASTRAGAL MAYBE EITHER TO THE INTERIOR OR EXTERIOR, +` c1Y LYNN
( - . X10,..,.......,4;,
` 35 � DEPENDING ON CONFIGURATION. �`��.-' LICENSE•(� I-1
i MAX 1&6"O.C.�6o//'_ �,. ••'.'p
y{•.' ND.68705
VINYL SLIDING GLASS DOOR NUA(LM) 10!05!15 _ 1y ' O
(4)THRII KEEPER@MAX -- EXTERIOR � � -•• -
3.5.O.0„SEE SHEET 19 _ -
96 � ' CORNER ASTRAGAL HORIZ X-SECT. €� J ROSOWSKI =�'•.�
DETAfL G2 v \ J � _ _.. �O�., sfi e�dF/' gam. a�
I OITfS10E135 CORNER COPYRIv iT�Mi7 PGTiND1!STRIF.^.,mr. NO CHANGES THIS SHEET. a�a104ro5/17 %,CCs '•Ft ORIDM1- \Z�
ALL RI5'HTS RESERVED-__ u ..... / s! •.......•'NG
10701 ECHNOLOGY DR �3 �i�/�NAf
N.VENICE,FL 34275
1941 F480+162$�os6 SGD-5570; NTS 50F21 a2 MD-5570.0 < A A.LYPE.66 5P.C.
DETAIL 11 DETAIL 12
F
OPTIONAL NON- MOMASONRY �wo mAsoNRY
... I
STRUCTURAL EDGE CONCRETE/CMU
ANCHORS FOR zi "7/�--PERANCHOR
INTERIOR POCKET 1 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE -n
-'4 REQUIREMENT
JAMB
AND EDGE DISTANCE PERO
3 928, SUBSTRATE,SE
SEE FIG 1 1 E TABLE A, FIGURE 1,INTERLOCKSATPOCKETS:
:TS MUST
INTERIORPOCKE THIS SHEEYQ" SHEET 1&NOTE 3,BELOW
FOR DOOR HEIGHTS 96"AND LESS:
INCLUDE A NON-STRUCTURAL fD
FRAME JAMB TO REDUCE THE OPT.
POSSIBILITY OF WATER • ANCHOR
INFILTRATION
/4"MAX, EMBEDMENT�j...,
... ."..:1 . .
IT OPT.
0 —rl
il
POCKET BY OTHERS,SEE
NOTE 6 BELOW.
ErLRL(LR FOR DOOR HEIGHTS OVER 90" C>
1W'MAX.
Opl.
ANCHORMAX.O.C.
E S FIG
RETE1CMU
TYP.ANCHOR TYPE,EMBEDMENT PER ANCHOR
AND EDGE \1 CON' TISSSHEET
EDGE DISTANCE PER __�—
SUBSTRATE,SEE TABLE A,SHEET I DISTANCE REQUIREMENI* 0-
Q0
&NOTE 3,BELOW tD
INTERIOR POCKET EXTERIOR POCKET 22 01
TYP.ANCHOR TYPE,EMBEDMENT L-1
AND EDGE DISTANCE PER
METAL TYP.,SEE ANCHOR NOTE ---- SUBSTRATE,SEE TABLE A,SHEETA
4,SHEET 1;ANCHOR LENGTH TO—\ &NOTE 3,BELOW 2X WOOD BUCKSTRIP OR PRODUCT REVISEDVI
BEA MIN.OF 3 THREADS BEYOND EDGE
THE METAL SUBSTRATET 1 FRAMING,SEE ANCHOR as complglny,with the Florida
DISTANCE NOTE 3, Building - -
EDGE = NOA-N.. 17-0420.06
/—OPT.ANCHOR — J.----—
DISTANCE. -..OPT.ANCHOR Expiration Date 0411412021
FDETAIL 13fes ......
By
21A�� EMBEDMENT
17 OPT. mlarft .Produat Control V
EMBEDMENT �_ L_j DETAIL 14
114" q 1 INTowaoo
1/4"MAX. MAX. 00
SEE FIG 1,
Tills Sl I m.-T 39 d
SEE FIG 1,
THIS SHEETC-D. EXTEM0.9
U3
2 EXTERIOR POCKET 00•LY/V III
LICENSE
EXTERIOR POCKET FA
No.58705 0
VINYL SLIDING GLA 101D5115
A SS DOOR NOA(UM)
NOTES
T)_DE-FAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. F`-HO0KEXAIV1PLES.HORIZXwS!0T J ROSOWSKI _10 NJ
,—- 11�.l - 0 0
2)REFER TO ANCHOR NOTES,SHEET 1.
Q,
3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FORANCHOR QUAN 111"ICS,SEE TABLES 1&2. NO CHANGES THIS SHEET. 04105/17
copy1witriD 2017 PCITINDUSTMES,INC. j-9;
ALL RIM ITS RMVUtmu
4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. I Fs ALI
6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR if Jill
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34276
(941)-480-1600 A.LYNN 1,1=.P.M.
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-557011] S 11 601-21
P1 gl'MD-5570.0
TABLE 1:
Design Pressure(DP)and Anchor Quantities Required,
(for all approved confiyuratlons on Sheet 2)
Use this table foe Door Unit Height PRESSURE,
TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE,USING THE ANCHOR QIJANTIFS LISTED BELOW.SEE TABLE A,
Glass Types 1,1A,3 or 3A 80" 84` 86" j SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
TI
Astragal Reinforcement#29 68-15A61 DI l7 Height 72-15116°DLO Height 646"1511DLO Height
THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE ' �
Lookstile Rein;orcenienl#25 or#26 Anchor Group Anchor Group Anchor Group0
.MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO 8E
Std.Interlock Relnforoeinent#2'7 A e C D A D C D A B C D % CONSIDERED,SEE TABLE 81,TI IIS SHEET.
Design pressure +601.60 psf +601-60 psi +601-60psf #OF ANCHORS THROUGH THE HEAD&S ILL.(EX:FOR C3+1,3 ANCHORS (D
19.118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED Al'
24" DLO Jamb 5 5 5 5 5 5 5 5 S 5 5 5 MIDSPAN OF PANEL).
Width --TOTAL#OF ANCHORS THROUGH THE.IAMB. Ln
P-hook 7 7 7 7 7 7 Y 7 8 8 1 8 8 �_
DoswPressure +60/-80psf +601-60psf +601-60pst �-- THE PERPEff OF NDICULAR
TO THEGLAREQUIREDTHROUGH7HEPli00K, I--r
251!8• HeadlSl6 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS.
30• ULO
Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 14
t V
P-hook 7 7 7 7 7 7 7 7 8 8 e 8
r �
`5 Design Piessure +60/_60pst +60/-60 psf +601-60psf G1
31-118" Headisitl C3+1 C3+1 C3+1 C3+1LG3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 t9
a 36' DLO Jamb 5 5 5 5Width -P-hook77 7 7 7 7 7 6 B 8 8
8 Design Pressure +60/•60 psf +60/-60 psf +601.60pat
37-116" HoadlSlll 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C&i 1 03 r1
_ TABLE B1:
42" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 8 --__
Water-Limped
Width FFG 1:
---
P-hook 7 7 7 7 7 7 7 7 8 B 8 B (+)Design Pressure OH LENGTI I`"J
Design Pressure +601-60 ps! +60/-60 psf +601-60 psf Sill Nom.Sill Max.(+)DP 3
43-118 HearUSiil C3+2 C3+1 1 c3+1 C3+1C3+2 C3+1 I C3+1 I C3+1 C5+2 C3+1 C3+1 C3+1
48" DLO -- Riser Height Allowed r D STALLS E HE ES
Jamb 5 5 5 5 5 5 5 5 5 5 6 5 = INSTALLED WHERE THE �n
Width __
None 1-1f116" Sea Note PRODUCT REVISED
I P-hook 7 7 7 7 7 7 7 7 8 8 8 8 w OVERHANG LENGTH is complying With the Florida O
42 2-112' +38.7 psf = EQUAL TO ORR GREATER THH AN tluttdrn0 code 17•D420.06 �
43 3-112' +60.0 psf p THE OVER[IANG I(EIGHT IS NDA-No.
USED IN EXAMPLE ON SHEET 9 [XGMPTGD FROM WATER Ex ,rat on Date0411412021 N
44 4-1,116' +60.0 psf P N
INFILTRATION RESISTANCE. s-_
45 4SI6° +60.0 psf By - w
Atiami- r•Product U.Ptrol �t
_ N
O
00
00
s�
-O
DLO WIDTH NOM.PANEL WIDTH-B-9!16" ttltytlttrri
DLO HEIGHT-DOOR HEIGHT-11-1116' `�• Y LYM"' r� M
PANEL HEIGHT=DOOR HEIGHT-2-1/'L"
a.• '
TABLE NOTES: @' = N
1 o e No.[i8t705' O
FD
JVINYL SLIDING GLASS DOOR NOA(LM) 10105/15 =>!c Ar
1)IF WATER INFILTRATION RESISTANCE,IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 mi �AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE J ROSO4ISKI jr(� tY` N
2)IF WATER INFILTRATION R2SISTANCE IS NOT REQUIRED OR OVERHANG IS PFR FIG!,A SILL :�
RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. cawwcirszol7 v6TetnuST as,wc. NO CHANGES THIS SHEET, 04105/17 � S'•,FCOSitPr:'��?.�
3)SEE SILL RISER TYPES ON SHEET 4. ALLFuGHrseaseavEo
4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR
N.VENICE,FL 34275 _ r!t i i I t r tttt
5}REFER TO ANCHOR NOTES,SHEET 1. A.I.YNN neiLLE1t,P.E.
6)SEE SHEETS 11-16 FOR ANCHOR(.00ATION&SPACING (941)-480-1600 SGD-5570 NTS 70F 21 MD-5570.0 t$ A
CEA71)-48t-160 PO P.E,e 5a7nri
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,
(for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
Use this table for.' Door Unit Holght PRESSURE,USING THE ANCHOR QUANI'IES LISTED BELOW.SEE TABLE A,
Glass Types 2 oro 80' 84° W. 108" 120" SIAEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
Astragal Reinforcement#29 68.15116"DLO Height 72-15116"DLO Height 84-15/16"DLO Height 96-15116"DLO Height 108-15116"OLD Height THE MAXIMUM UP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE -3
Locketile Reinforcement 925 Arwhor Group - Anchur Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SO 1.HEIGHT MUST ALSO BE 0
_ CONSIDERED,SEE TABLE B2,THIS SHEET.
FID Interlock Reinforcement 42B A B C D A B C 0 A B C D =BF C I D A I B I C I D #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS -I
DesignPiessure +900/-100psf +100/-100psf +100/-100 psf +60/-65psf +60/-65psf __-CLUSTERED ATPANEL MEETING POINT AND 1ANCHOR REQUIRED AT
13118" HeadlSlil C3+1 C3+1 C3+.1103+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 0341 C3+1 C3i•1 I
24" DLO _ _ MIDSpAN OF PANEL). I
Jamb 5 5 5 5 5 5 5 5 5 5 5 5 �6 6 6 6 6 6 6 6 TOTAL#OF ANCHORS THROUGI I THE JAMD.
Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 --_THE O OF ANCHORS REQUIRED THROUGH THE P-HOOK,
Design Pressure +1001-100psf +100/-100psf +too/d00psf +60/-65psf +U0/-6b psf PERPENDICULAR TO THE GLASS. is
26-118" HeadfSill C5+1 Citi 03:•1 C3+1 C5+1 03'1 C3+1 C3+1 C5+1 C3+1 05+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1
30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 O
Width -4
P-hook 7 7 7 7 7 7 7 7 8 8 8 B 0 9 9 9 10 10 10' 10
Desfgn Pressure +100/-100psf +100/-100psf +100/-100 psf +60/-65psf +60/-65psf -
FIG 1:
31.1/8' Head/5111 C5+2 C3+1 C5v1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 G5+1 C3+t C5+1 C3*1 03+1 C3+1 C5+1 C3+1 C5+1 C3+1 _ 'V
$6`
DLO UH LENGTH_'
Jamb 5 5 6 5 5 G 6 5 6 5 7 5 6 6 B s 6 6 6 6 w
Width P-hook 7 % 7 j 7 7 7 7 7 8 8 8 8 9 9 9 9 10 1D to 10 DOQRASSEMBLIES Q00
DesignPresse +100/•100 psf +100/400psf +900/-f00psf +60/-65psf 4601-85W INSTALLED INSTALLED WHERETFIE
tu
3f-1/8" Head)Sill C6+2 C312 C. C3+1 C6+2 C5+2 C5112 C3+1 05+2 C5+2 C5+2 G3+1 C5+1 C3+1 C5+1 C3+1 C5+'{ C5+1 C6+1 C3+1 =I OVERHANG(OH)LENGTH IS .�
o_ 42" OLO Jamb 5 5 7 1 5 5 5 7 5 5 6 y0 5 8 8 6 6 6 6 7 6 z EQUAL TO OR GREATER THAN
THE OVERHANG HEIGHT IS
Width -- p hook 7 7 7 7 7 7 7 7 B 8 8 D 9 9 0 9 10 10 70 10 O EXEMPTED FROM WATER u
E
+9
Deeign Pressure +100/-900psf +i00/-100psf 2/-92psf• +60/-65pst +80/-65psf INFILTRATION RESISTANCE.
43-1/8" Head/Sig C5+2 C5+2 C5+2 C3+2 CSr2 05+2 05+21C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 CS+1 C5r2 C3+1 =
48" DLO Jamb 5 6 7 6 5 6 8 5 5 b 9 5 8 6 7 6 6 B 8 6 un
Width -
P•hook 7 7 7 7 7 7 8 B 8 8 9 9 9 9 9 9 10 10 10 10 TABLE 82: PRODUCT REVISED
Design Pressure +e0/•80 psf +80/-80 psf +80/-80 psf ps p as 1di.9compCin with the Florida O
460166psf +54.91-56.7 sf Water•LJmlted B„rmr>,yeo� �
49-118" HearUSill 05+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 NC5+2C5+2 C5+2 C3+2 C5+•2 C5r2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Preasuro NOA-Mo. 17-0420.06-
54" DLO C Expiration Date 04/14/2021 N
Width Jamb 5" 5 6 5 5 5 7 5 5 8 5 6 6 B s 6 6 8 6 SIII Nom.SIII Max.(+)DPP-hook 7 7 7 7 7 7 7 7 8 8 8 9 9 9 9 10 10 10 10 Riser Height Allowed By w
Design Pressure +80/•80 sf +801-80PO +80 .80µ6f +59.f/-64 psf +43.6/-53.7psf None 1-11116" See Note Arom-O Product Co
ntrol
-
65-11II° 2-1/Z'
V
HeadfSili C5+3 C3+2 CS+3 C3+2 C5+3 C3+-2 05+3 C3+2 C5+3 Cb+2 C5+3 C3i2 Cti+2 C5+2 C5+2 C5+2 C5+2 C5r2 C5+2 C5+2 A2 2-1 i2" +38.7 psf N
_ _ O
60" DLO Jamb 6 5 6 5 5 6 7 5 5^ 5 B 5 6 6 8 6 6 6 8 8
Width 43 3.1/2" +60.0 psf00
P-hook 7 7 7 7 7 ( 7 7 7 8 8 8 8 9 9 9 9 iD 10 10 10 44 4-1/16` +80.0 psf
•+/_100.0 PSF FOR ANCHOR GROUPS B,C&D. F45 1 4-5/8" +100.0 psi
DLO WIDTH=NOM.PANEL WIDTH-8-9116" v rr
DLO HEIGHT=DOOR HEIGHT-11-1116" ���0�1YL(/vv4 r�i (D
PANEL HEIGHT=DOOR HEIGHT-2-112" •.'y%r-r:N C � I
TABLE NOTES: No.68705 0
( $VINYL SLIDING GLASS DOOR NOA(LM) 10!05115 / _ -h
1)IF WATER INFILTRATION RESISTANCE IS REQUIRFD,THE LESSER VALUES OF EITHER TABLE 2 - D':(f"�"'
WATER + 8 DP&ANCHOR QUANTITY TABLE � J ROSOWSKI %70'•, )F✓ .
AND TABLE B2 DETERMINES THE NATCR LIfdITED( )DP. j� -1f '' � -/ :
2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ��__ T 8 -- •'- t a ���P''• 5 OF
RISER IS NOT REQUIRED.IF SO,4-DP'S SHOWN IN TABLE 7.MAY BE USED. roPYRtaeT02017 Prrrei0usra1es,iNC. u NO CHANGES THIS SHEET. a$ 04/05117ALL RIGHTS RESERVED
;FS FCOR!g?.•`�y\�'�
3)SEE SILL RISER TYPES ON SHEET 4. 1D70 TECHNOLOGY DR NAi
4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. �d
5)REFER TO ANCHOR NOTES,SHI:E I 1. N.VENICE:,FL 34275
6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-160D ® { A.LYNN 1)687 5 n.F.
eeRT.)-480- OD SCD-5570 n NTS 8 OF 21 � MD-5570,0 i9$ A P,NMILLEs
EXAMPLE: SEE FIGURE BELOW FOR ADDITIONAL
INTERIOR CCNTCRlINE CEN7F.RI.INF
3-PAtJEL,3TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JM1BREQUIRED HEAD SPLICE OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION.
INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, �L IM'ENOR POCKETS 6" CENTERLINE CENTERLINE 1 GENTERLINP
LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, i MAX. OF PANEL'I OF PANFI.2 I r OF PANCL3
PROJECT DESIGN PRESSURE REQUIRED:+46.21-58.6 PSF -
—
;1, POCKET BY -n
OTHERS.SF.E r, 1 ........-_-.. _
NOTE 6,
\
SHEET 6
26-vu,MAX. ._._ s„
_--j/NCHORAGE, f.... .moi 2"ANCSHEET 2 -f I (D
'+2"MCHORAGE,� MAX.
G"rNUC. �—` SHEET 12 / SHEET 12 /
ice' •03-CLUSTER,� 'G3"CLUSFER,__/ J/ EXTERIOR
J i ~i-�� SHEET 12 SHEETI2 END ANCHORAGE
SCE POCKET JAMBIn
A E ruon SPLICENOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS FA
NON-STRUCTUR4L ANCHORS MAY SHEET
OPT.ANCHOR PXXX(3-TRACK). t,
TO
AID
IN I BE ADDED IN-FIELD AS NEEDED TO /G1
— t7
ALIGNMENT ALIGN THE HEAD OR SILL IFA Li V
1 SP LICE OCCURS V41TIIIN A POCKET. INTERIOR I CENTEROUF. OEN'R:RLfNE 5LL'FTGUKE BELOW FOR ADDITIONAL
ILL SPLICE ANCHOR INFORMATIOPL
I I`OF INTERLOCK OI-INTERLOCK�
_ s° CGA'1'ERLIN£ I CEI` E VNE C£NTFRLINE
MAK OF PANEL J OtPANEL 2 ......
_ 111_ °
POCKET BY u
EXTERIOR INTERIOR OTFIERS;SEE o _ - "------_
....- ••0 0 4012 o L9
NOTE s, J �` o o. _ _„ .,_.
1 1] SHEET6 6"'i _
1 X14 .+2„ "+2'ANCt1URAGE, fD
"+2°ANCHORAGE, .. MAX.
SHEEP 17
_ S SHFET 11 ,• MAX.
11 U
11 '(:3"[:LUSTER, END ANCHORAGE / EXTERIOR L
SHET11 SIIEET II 3
12'MAX 21.6FRAME JAMS SEE POCKET JAMB (MIN..I ANCHOR)--
i I MAX -REQUIRED@ IN'STALIAI']ON ON SILL ANCHORAGE DETAILS
O.C. INTERIOR POCKETS SHCEFB
1 KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED
mplyin with the Florida p
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Coco Lq
+48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THF.. NOA No. 77.0420.06 ..
i END PANEL EXCEPTION: N
I DESIGN PRESSURE IS+60/.60 WHICH EXCEEOS'I'HE PROJECT DESIGN "" """ Expiration Dato04/1412021 p
DISTANCE TO NEXTCLUSTERr
j PRESSURE REQUIREMENTS. TG BE 25�31S'D.C.OR LESS Dy,
1
(ontioi"
FOR WOOD INSTALLATION USING ANY Hea61S16 C3+2 - I f Iiaml-Da ra uet V
ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb I 5._.-. N
1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 - '-' •• N
r .. ......--
co
7.)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: - cENrERLIv£oF ENO PANEL �
i B"MAX. 4 HEAD(CLUSTrR{?,NCHOR�SHEET 12 FOR THE"03"CLUSTER ANCHORS AT
s"M FOR AND HEAD,ANCHORS AT THE
OPT.ANCHOR ` _ s THE ((NTE OCKIASSRAGAL. I )
TO AIO IN HEAD(INTERMtUTATE ANCHORS):-SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT'OF END PANELS ARE ONLY REQUIRED IF THE -D
ALIGNMENT t•41DSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER ``I11111I IIlI7
P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25.3/8 OTHERWISE ANCHORS ARE NOT REQUIRED AS r�
THE INTERLOCKIASTRAGAL. PER THE FIGURE ABOVE: `\���Op\Y LYN11v1rig
ANCHORAGE ANCHORAGE L"ENsF
SILL(INTERMEDIATEANCHORS)_SHEET11FORTHE"+2ANC1IORSATTIHE �P� A
DETAILS DETAILS MIDSPA,N,OF EACH PANEL.
JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. r� �� VINYL SLIDING GLASS DOOR NOA(LM)0/US/15=$J No.6R705 = 01
FOR PRODUCT REFERENCES.AI SO SEE_ P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL —
A)SHEET FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOU'(, STRAIGHT DOOR EXAMPLE Vim" J ROSOWSKI flf�'-f'"-•- ;4u-Z
LOCATIONS OF CROSS-SECTION DRAWINGS. I�._�- vI �0TAF <U�
B)SHEET 10 FOR SPECIFIC GLAZINGTYPES. 3)INSTALLATION DETAILS INTO WOOD CAN CoPYRICJIrL2o1)PCT@IDUBR➢ES,INC. a NO CHANGES THIS SHEET. $ 04/05/17 FLpR10P,.•G?`
C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: ALLRIGKTU RUSEWED /ONAL
[))SHEETS 4 A 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1 N. TECHNOLOGY DR It fl J I r 1111100 10
N.VENICE,FL 342%5
E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMb3'SHEET 3 A.LYNN MILLER,P.E.
F)SHEET 21 FOR BII-L OF MATERIALS. P-HOOK:SHEET 6- (KT.CFA U-1800 SGD-5570; NTS 9 OF 21 ox MD-557U.(1 '$�A
- CENT.OP AU�H.Ai04GB � Y.e_if SaraS
311 T HS GLASS
TAWN010. a) r7116"NOM. 7/1 3/1111 kv,NOW. .090r PY.8-
91116'HS CLASS W11 8"HS GLASS 1 3116"ANN•GLASS- (,7 7
090'SG--\ 7,11WAIRSPACE
.090r PvB D_-01 PvB 1� b 'TI
PAINTED/ I"HS GL��--,\ WIV HS GLASS� 3116'TrLASS---\ -3
all 17'ANN GLASS— 311c — PAINTED] P.AINTFF)f PAINME)l 0
\\ N LAMINATED -111AIINATCD LAMINATED LAMINATED
SURFACE 0 41 b SURFACE SURFACE SURFACE
',2) it
EXTERIOR
EXTERIOR Z: PRODUCT IS-EXTERIOR- CTI 'rXTERK)R-
PRoouc r is IeXTERIOR- --I J PPODU ..........
PRODUCT IS-EXTEMOR- S
GLAZED'IF*60-81 IS I 718,NOM. GLAZEDiF#80-81 IS 718•NOM. GLAZED'IF 88051 IS 718"NONt GLAZED'IF 482-63 IS t Wal NOM.
TOWARDS THE EXTERIOR. GLASS Ln
TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR: GLASS 7z
srri= BITE BITE BITE
<�
oTERIOR 1�1 INTERIOR INTERIOR IWERIOR:i
PRODUCT PRODUCT ()OCT I NTERIOR-
'09 GLA7E(r IF VSM1 IS GLAZED�IF#80-81 S c:1
PROML CT IS'IN I EKIOR- ILA7EW IF IS
DUCTIVINTERJOR- iS'INIERIOR- PRO
.4 IS C, f1S2
GLAZED'IF IM"A IS L
TOWARDS THE INTERIOR TOWARDS THE INTERIOR 'TOWARDS THE INTERIOR. ice- TOWARDS THEINI
SEE�NOTEZ SEENCTE4
L J
SEE NOTE Z SEENOTE2
THIS SHEET TWSSHEET THISSHEET
GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3
"ANN"=ANNEALED
H!�=HEAT STRENGTHENED
HOT MELT 13UTYL 'T -TEMPERED
STRUCTURAL 1 1/161 Noll. ..PVB"=.090'TROSIFOI.,@ PVB INTERLAYER (D
SILICONE 3116.1 IS GLASS- WIG`HS GLASS— BY KU RARAY AMERICA,INC.
I— -
STRUCTURAL W161 NOM.
1/4'NOM. FOAM "SG"=.090"SENTRYGLASO INTERLAYER
IT"
N,
.09Cr PVB—- .09a
BY KURARAY AMERICA,INC.
POLYISOBUTYLENE_4`� WITH W16"HS GLASS 3116'HS 'IS
WITH 13C.SICCAN HS DESICCANT'
7,1
711VAJRSPACE WAIR SPACE 7 7A
001-1 Ln
PRODUCT REVISED
EXr.GLASS EXT.GLASS-- 31161.TCLASS- 3116-IGLASS as complying with the Florida C)
PAINTED/ PAIKI EDI Building Code
-LAMINATED LAMINATED 17-0420.06
SURFACE SURFACE
Expiration Dato041114f2021
�JNT,CLASS <3 EXTERIOR
-VINT.GLASS
PRODUCT IS-EXTERIOR. By
PRODUCT IS--XTERIORJ-
GLAZED'IF=-831S 718'NOM, GLAZEDIF 91'62-83 IS 718-NO _f13;F�Qjlodli�lt
C TOWARDS THE EXTERIOR. GLASS GIAqq
Control ;
,Jj�!?DISPACE SUPER 10WARuS THE EXTERIOR.
(S) bill: BITE =1
48G TPS S PACEW"NXT 1
INTERIOR <7 INCE1410Amoi00!
ALUMINUM PRODUCT is-iN7rRl6R- - PRODUCT IS'INTEFLIOR-
[Ftmmis 70 GLAZED'IF#828�31SRI
�/-REINr-ORCEMENT POLYISO_ DESICCANT FILL AREA GLP2ED' 4 E 6!",
TOWARDS THE INTERIOR TOWARDS THE I? OR
LITYLENE 5111?NOKA.
SFAI. Z J- SEENGTEZ
SILICONE SEAL SEENOIE
BUTYLa ROLL-FORMED THIS SHEET THIS SHEET
DESICCANT GLASS TYPE 3A GLASS TYPE 4
STAINLESS 81'EFL 0" LYIVA/"I
FOAM p
EXT.GLASS NOTES:
EXT.GLASS 1)BACKBEDDING SURFACES SHALL
NOT BE PAINTED OR LAMINATED.
- r
� VINYL SLIDING GLASS DOOR NOA(LM) 10105115 No.4706 10
7
L
21 PRODUCT MAY BE EITHER GLAZINGDETAILS J ROSOWSKI
INI'.GLASS INTERIOR OR EXTERIOR GLAZED, 5�Irv-
`�CINT.GLASS
DURASEALO
TM PROVIDED THAT THE'HS"SURFACE COPYRIGHMvm
2017 PGryjs-.mEs,vc;. NO CHANGES THIS SHEET.
a 04105/17
OF
SXL EDGE) -OF A LAMINATED GLAZI14G UNIT IS ALL RIGHTS RESERVED
SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY OR L
tr
N.VENICE,FL 04275 'N' U.i R,,P'.E
(941)-480-1600 D-5570.0PES 5RY05
JISGD-55701j! NTS 100E 21 m A.L Y
SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT:
ASTRIGAL OR .... -- ASTRAGALOR PANEL PANEL
INTERLOCK INTERLOCK--+r PANEL CENTERLINE
CENTERLINE CENTERLINE
CENS'ERLINE -, 4" CENFCRLINE (� 4,. � Q" -4'
I _
o e °
EXTERIOR EXTERIOR EXTERIOR I EXTERIOR, EXTERIOR,
II I` I
2-TRACK q.USTER C3' 2-TRACK CLUSTER TV 2-TRACKIMERMEDNTE �J 2-TRACK INTERtAECIATE V 2-TRACKINTFItMEOIATE TC
ANCHOR LOCATIONS ANCHORLOCAIIONS '-I'AN
CHOR LOCATION '*2'ANCIIORLOCATlWIS 's3 ANCHOR LOCATIONS ;U
ASTRAGAL OR ASTRAGAL OR
INTERLOCK INTF,RLOCK PANF..I. PANEL PANEL
CENTERLINE 4"� CENTERLINE 4° GEM1rfER4M• CENTERLINE 4° CENTERLINE 4"
N
__ CD
I
EXTERIOR 3.22° EXTERIOR, 3.22" EXTERIOR CXTERIOR �•�3.22"
W
,� nn n.
3 iM.
RKgII115TER'CT V 3-TRACK CLUSTER"C5' I V 3-TRACK lNTERMEC �IA7E \/ 3-TRACKIiJfERA1ED'A7E \/ 3-TRACK INIERMEUTAIE
ANCHOR LOCATION9 ANCHOR LOCATIONS 11 ANCHOR LOCAL IUN ".2"ANCHOR LOCATIONS "3'ANCHOR LOCATIONS
ASTRAGAL OR ASTRAGAL OR' PANEL PANEL PANEL_,
INTERLOCK INT LiiLOCK I CENTERLINE CENTERLINE CENrLRLINc °
CLNYcRLU1E 4° CEIYTERL'n^lE ti` 4
/ U
14
Lq
i
i
° _.. .–....
EXTERIOR3
— .22" EXTERIOR •'H 3.22 EXTERIOR EXTERIOR EXTERIOR
TT}
4-TRACK GLUM ER V 4-TRACK CLUSTER v SdS
RACK INTERMEDIATE `!� 4-'I RACK INI'ERML•UTATE v 4 FRACK IN1 LHMLUTATE ~
'C3'ANCHOR LOCATIONS 'CS ANCHOR LOCATIONS 'WANCHIURLL)WICH -.2-ANCHORLOCA7IONS °•3-ANCHOR LC CATIONS ltl
NOTES: v
FIGURES PsarnwTrI THE rou-----_ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NG
NOTES: INTERMEUTATEANCHOR LWATIOW --
1)ALL DIMENSIONS SHOWN ARF,RASED ON MINIMUM ALLOWED, 2)TRACI<-TO-TRACK -=� co
DISTANCE IS 2.37 2.375'
2)TRACK-TOA RACK FOR ALL SILLS: I v
DISTANCE IS 2.375" 2.375" -
FOR ALL SILLS: 'o
PRODUCT REVISED LltttultlT(Ir pi
as complying with the Florida 0 �Y I Yhby rlr�r o
Head/Sill i Building Code �� 0 ••••. �� ��
amb 5_ NOA-No. 17.0420.06
I T,.i RRPERTAUITOTIif-.FC1LOm90SIU. P-hook 7 :
Expiration oat 04/1412021
i CLUSTERANGIIORLUGATIONJ: ��., No.58705 '•, *_
VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 gY /'— *-,, - •h
I I Inia� P-d..t coaa"T : o r r' (Y•
I ANCHOR LOCATIONS A � J ROSOWSKI r - '� '• �(���
II - � � iO�•.• SATE OF
COPYRIGHT®at°,-I17PGTGTINDUSTRIFS,140. Q NO CHANGES THIS SHEET: �a04105717 �rrrs70(VALE����`
J Head/51G (C3)-1 1070 TECI iNOLOGY UR
Iamb 5 N.VENICE,FL 34275 --
P•Ook 7 (Bal)-480-16001 A.LYNNMILLER,p.L
t;El41 aulRas�zos SGP-5570 NTS 11 OF 21 o hiD-5570.0 x' A p.E.>?58703
HEAD CLUSTER ANCHORS LAYOUT: HEAD INTERMEDIATE ANCHORS LAYOUT:
ASTRAGAL OR ASTRAGAL OR "-Y Ce PANEL
INTERLOCK 4- INTERLOCK 4- PANEL
CEN CEN MALTNE CENTEHLING
CENTERLINE 4
CENTERLINE—1 4'
-n
EXTERIOR
0
3.22" EXTERIOR EXTERIOR rxmuck EXTERIOR 3.22' 9
2-TRArKCLU%TER'C3' IG 'I-TRACK CLUSTER'C5. 24RACK INTERNIFDATE. 2-TRACK INTERMEDIATE
ANCI IOR LOCATIONS ;!.TRACK INTERMEDIATE (D
ANCI IOR LOCATIONS '41'ANCHDR LOCATION 'WANC)fORLOCATIONS -13'ANCHORLOCNTIONS
fU
A,'rMOAL OR ASTRAGAL OR
INTERLOCK INTERLOCK PANLL PANEL PANEL
I�IL
C 4- �CENTCRLINE 4" CENTERLINE CENTERLINE CENTERLINE7
4.76' F-A
14
EXTERIOR3.22" RIO
3.22" EXIERIOR EXTERIOR EXTERIOR
3-TRACK INTEMALLIK7E 3-TRACK TERMEDIAT—m LAJ
3-TRACK CLUSTER�Q? 3-TRACKCLUSYER*C&' 45 2'ANCHORLOCATIONS ".3'ANCHIONRLOCATIONS
ANCI 1014 LOCATIONS ANCHOR LOCATIONS 'WANCHOR LOCATION
tp
ASTRAGAL OR A5'7RAOAL OR PANEL
iNTERLOCIC INTERLOCK — I'ANEL PANEL
CENTERLINE'. 4" CENTERLINE CEInrIILINI-: CFJ4TERLINE 4'
fD
R
A 'A AL 0*R
INTERLOCK
N RL'NC 4
CE TE
CENTERLINE 4-
---- Li
VI
K-?�TERI"OR L--3.2zUXI'ERIOR 122" EXTERIOR EXTERIOR
—1 --
15 4ARACK CUISTER 4-TRACK CLUSTER 4-TRACt'INTERMWATE 4:rRACK 1NTCRME0ATE'+T 4-1 PACK INTEPMEDIATU-3-
LOCATIONS 'CZ-ANCHORLOCATONS "+VANCHDR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS
NO I'LiS. w
ii(;WS PM)AVY—fOTME FOUIDVM(;);PAD I 1)ALL DIMENSIONS SHOWN ARE BASED ON MI N I MU M AJ10WED.
NOTES: W TIM.'&MATS ANCIIM LC CAn 0 M-
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK
- i - DISTANCE IS 2.375l F&23W
2)TRACK-TO-TRACK L-- FOR ALL HEADS:
DISTANCE 15 2.375"
FOR ALL HEADS:
PRODUCT REVISED
as complying with the Florida LY
Jamb I5 laultding Code
CWSTERANcIiAR NOA-Nm 17-0420.06
L P4-k 1 7 1
Explfati-n Vets04114/2021No.50705 '4
VINYL SLIDING GLASS DOOR NDA(LM) BY0
,
ANCHOR LOCATIONS B J ROSOWSKI 4T,;R 4f/-w -c�j 1 i
PQ
V
C0Vy1IfCfffQ20j7 POMMYRICS,INC. NO CHANGES THIS SHEET. 0410511-f I
Head/Sill 1 cm)�j -1 ALL R19.rrS RESERVED e"ONAL E�
Jamb 51070 TECHNOLOGY DR
P-hook • N.VENICE,FL 34275
(941)-480-1600 --Tarll TS ArI2 01 A.LYNN?HILLER,P.E.
----------.................. L— M.RTAWAUM MM's SGD-65704'I N F21 11.qj MD-567o.0 1�01 A
C _
P-HOOK ANCHORS LAYOUT_ JAMB ANCHORS LAYOUT,(PARTIAL VIEW). FIGUR6SPERTAINT0THE FOLLOINNGJAhtaANCHORLOCATONS:
2.375" 4.75" �r—�— 7.125" ( I(
Il
5"
'-�. MAX. ( !
21.G" 21.8° 21.8" HeadlSill G3+1 O
'-f
MAX. MAX, {I MAX, { Jamb_ 5
O.C.
EXTERIOR O.C. 1 EXTERIOR O.C. { EXTERIOR N
•- --..... . . .
OPT.ANCHOR� + I x
'f0 AID IN
ALIGNMENTIDIN 4 NOTES:
1)STANDARD ANCHOR LOCATIONS SHOWN. H
I FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY I ;A
it T BE LOCATED IN ANY ADJACENT TRACK O
6" 5" 8 (SIMILAR TO THE 2-TRACK JAMB)AS v
I MA�X� MAX MAX- REQUIRED-10 MEET'MIN.EDGE DISTANCE p
I I 2-TRACK FRAME I 3-TRACK FRAME 11 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD
JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY
BE TOWARD THE INTERIOR OR FXTFRIOR.
12"
i •�. MAX_ JAMB JAMB JAMB
I '
3 WEEP NOTCHES III i I II
III� {I({ .0 (4)WEEP NOTCHES If I I �I. PER EN @ I-X ES
e�j} PER END @ 1"X.500" rJ / PER END @ 1°X.500" I�I(�JJJfffn i�PER END @ 1"X.500"
k
SILL
EXTERIOR I"
rte-. EXTERIOR ,V
I EXTERIOR
j� (3)TRACK WEEP HOLES �'? !O
6'MAX. EVERY 24"@ 1,125"X_190"; 6)TRACK WEEP HOLES \
'i ( �, (10)TRACK WCEP F-IOLES �•
OPT.ANCHOR �� (1)WEEP NOTCH EVERY EVERY 24"@ 1.12b"X.100"; - 1.1 / _ 00
70 AID IN I 24"@ 1.375"X.600" (1)WEEP NOTCH EVERY EVERY 24"@ OTC X.190";Y
ALIGNMENT `� 24'@ 1.375"X.500" {1)VlCGP NOTCH EVERY
24'@ 1.375"X.500"
NOTES:
1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT_(?,3&4 TRACKS) PRODUCT REVISED , +" "1r,,
OF ANCi TORS REQUIRED IN THE P-HOOK. as complying with the Florida �� ONY LYtft rim O
Building Code /
FIGVmiti VERTNNTOTHE FOLLOWPG POLInSf JANR NOA-No. _17-0420.06- ` �h_•'•L10ENsF'•,C� III
iPJ1UJM ANCHOR LOCATIONS; Expiration Date 04!1412021 �'' •�� W
-.\` ; J.,: No.58705
O
VINYL SLIDING GLASS DOOR NOA(LM) of 10106!15 By,-'`-= "} - fj i fi
s CI
Miami-Pa,Od Pmduct Control `T7 p ;
._._. ._....... ........__ v -'
ANCHOR LOCATIONS C * J ROSOWSK{
v ST TE OF
p a ru
Flzt-
IFS,
__ ._..-.._. _.__
Headf9ll! C3+1� CCPYRIOALt rscHisrGies }a" NO CHANGES THIS SHEET. �I�g 04l05l17 Al-,E�'
1070 TECHNOLOGY DR a g )
iamb 6 N.VENICE,FL 34275
P-Rook 7MILLER, {
(941)-480-1800 y SGD-5570 NTS h 13 OF 21 1 d A.LYNN P..
LERT.OFAVM.729taG � oz MD-5570.D � A a,E.#G6TC8 •
...... MOUFIESPEIITAWTO7�E
HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLUINNG 00*CORNER SILL
fIONS:
rim
A-
-n
4' 4- 4"
0
4 4"
M
rcs;i
v- HeacVS111
Jamb 1 5
3.22" — 3.22"1 ERIOR 7,
EXTERIOR --hook 1 7 to
2-1 RACK 90*CORNER 2-TRACK 90'CORNER i
LOC °CWANCHOR LOCATIONS 2-TRACK 80.CORNER EXTERIOR 2-1 RACK 90*CORNER EXTERIOR
W-ANCH R LOCATIONS
(USE
U 0 -05-IS SPECIFIED) C4'ANCHOR LOGATIONS 'ANCHORLOCATIONS
SENYHERF OF IS SPECIFIED) ('ASE AM F.R E rG TL
(USE WHFRF-C3-I3SPECIFIED) \5 (USE WHERE-CS'IS SPECIFIED)
O
'4
Wo
4"/,
Wo
PRODUCT REVISED LAl
4" as complying with the Florida
4 4" G Building Code
/L INC,
A-M.. 17-0420.06 k.0
Eprmtl.n Data 04114/2021
+ 0
M
4
1
EXTERIOR 3.22" EX1-'R JR 3,22- 3.22"
71-- CATER S EXTERIOR EXTERI
$-TRACK OO'GORN2R S-TRACK SO'CORN ;TRACK QC*CORNER 3-TRArK SW CORNER
'C4"AKCj rKIA-510 .9 \,7 "CC-ANCIIORLO ION "Cd'ANCHOR LOCATIONS !L 'CS'ANCHOR LOCATIONS
(USE 1AHERE-C6-IS SPECIFIED) v ul
(USE WHERE'C�r IS SPECIFIF.D) (USE WHERE-CS�IS SPECIFIED) (USE SPECIFIED)
0
NJ
"I-1
4" LYAI,
4- 'v"
.....
4" 4"L47
4-
No.5a705
LLZ .I - .
03
4"-
4"
XT RIOR
3 EXTERIOR EXTERIOR ..... LI
.
4zrRACK9O'rO.RNER EXTERIOR 4-TRAC1(9O`CORNE*R EXTERIOR— ,IAL�
COATI 4-TRA-' C (D
."'ANCHOR L
"CV ANCHOR LOCAIIUNS (USE W1 IERE'CS'15 SPECIFIED) (US C4-ANCHOf
(USEVYHERF.'03-IS SPECIFIED) IED) EA.LYNN MILLER,PF-
WHERE-W IS SPECIFIED) (USE WHERE"(35"IS SPECIFIED)
I P.E.9511795
NOTES: (.0
MORES PERTAIN ronin rudLOMING 00'COWER 1)ALL D IM ENSIGNS S HOWN ARE BASED ON MI NI MUM ALLOWED. NOA:LM) '0'0,1115 0
VINYL SLIDING GLASS DOOR N07A(LM) 10/0
PFAn ANCM14 LOCAMM48;
90, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS 13 a J ROSOWSKI
SIMILAR FOR OU I-SIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS.
D511
NO CHANGES THIS SHEET.
Jamb fi3)TRACK-TO-TRACK ALL
RIG"
COP-10-I'll"11 17�GTI 'USTRIES,110,
TS RCSERVED
DISTANCE IS 2.375" FW2.3175" 5"
1070 TECHNOLOGY DR 4.
FOR ALL HEADS AND SILLS: N.VENICE,FL 34275
(941)-480-1600
ViMe
FICURES MITMIN TO THE
'�LUVJ;
HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: NU 1:U'CORNER SILL
-n
4' 4 4' 0
P-hook 7
4-
fD
EXTERIOR
EXTERIOR 3 EXTERIOR' E)CrFRL(?R Jamb 5
4P
W
2-TRACK135'CORNLIA 2-TRACK 135'COPIER 24RACK 13V C RNER 2-TRACK 135'CORNER
.C4'ANCHOR LOCATIONS C6.ANCHOR LOCATIONS 'C4"ANCHORLCCATiQNS ',C61ANCIFIOR LOCATIONS
(USE Vd1EREVJ'ISlPECIFIFD) (USE WHERE"CalS SPECIFIED) (USEWHEkLI-ICT IS SPECIFIED) (USE WHERE'C6'IS SPECIFIED)
O
14
Q0
'A PRODUCT REVISED
4'
4" ex com lying-ithiheFloridn
HOA-No. 17-0420.06 (D
4 Expirati."Date 0411412021
EXTERIOR EXTERIOR EXTERIOR m
3.22" V 3.22-
2-TRACK 13W CORNER 34RACK 135,ca-iiNER 3-TRACK 135'CORNER 3-TRACK136COMIER :3
'C4"ANCHOR LOCA I UNS r6'ANCHOR LCCAT.-ONS "C4'ANCHOR LOCATIONS
(USE W IL...RE-C IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE'A"FRE-C3'IS SPECIFIED) (USE WilFRE'C5"IS SPECIFIED)
O
4.'
4" 4"
4" Ny Ly1% �7v
...... 14
b
4"
4" 00
0 vw
�mm— -1 - ,A S*
I EXTERIOR EXTERIOR f -,;c' "
EXTERIOR -4c)
r EX—IFRJOR �--3.22�� -
1.2
/! 10, ";"9 ....
4.TRAGK13b"rORNM- 4-TRACK 13S'CORN
'-R 4-TRAlKl VCORNEK +TRACKIXT CORNER pi
-'ANCHOR LOCATIONS 'C6`ANC`fOR LOCATIONS 11,
C4 ANIGHORLOGATIONS C4�ANCHOR LOCATIONS
(USE WHEREC3'IS.5PECIFIED) (USE WHr;RE"C5'IS SPECIRED) (USE WHERE'CX IS SPECIFICD) (USE WHERE-CV'IS SPECIFIED) M
A.LYNN MILLEFL.P'E*
NOTES: P.E&60705
FJdURFSPEniAV TUT#
F DIMMNINC 1.1 SCORNER 1)ALL DIMENSIONS SHOWN ARE RASED ON MINIMUM ALLOWED.
VINYL SLIDING GLASS DOOR NOA(LM) 1 wa5m S 0
HEAD ANCHOR LOCATIONS -h
2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE E 1p-1 J ROSOWSKI
rj
SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS
4A 04105tl 7
1Jamb 5 3)TRACK-TO-TRACK AU RIGI UROET
ES8RVED
7 DISTANCE IS 2.375" ...11 ITS
1070 TECHNOLOGY DR
K VENICE,FL 34275 ......
COPYRIGHT j 2ol riN�USTRiES,ic. NO CHANGES THIS SHE .
FOR ALL HEADS AND SILLS: (941)- a
CrAT.OF AWR.01480-162D290, IJSGD-557011� NTS 111 15 OF 21 "�lj MD-5571 11 A A
PF.RTAIN TO THF FOI I n%V1110.
HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPIJC;M$0.ANCI IOR I OrATIMM
SPLICE SPL.1CF_ SPLICE SPLICE LOCATION '-
LOCATIONLO
7 4- CATION 4" 4" LOCATIONr—--t— '
/ I -
0
EXTERIOR t3 22" !�XTrj4ofi 3.2Z' EXTERIOR EX11MOR jaMb, 5
3
15
2TRACKSP CE 2-TRACK SPLICE
2-TRACK5PLIC721RACKSP CE C41 ANCHOR LOCATIONS A"C'O'R�T'DqS
P k
AN01 IDR LOCATIONS ANCHORLOCATIONS (USE WHERE-CS'IS SPECIFIcD) (USEWHERE-5 D) (D
(USE WHERE'03'IS$PECIRED) (USE WHERC'C5'lq SPECIFIED)
IJl
SPLICE SPLICE -SPLICE SPLICE
LOCATION---1 —
LOCATION ] LOCATION
4" LOCA711014— 4 C=)
4�
4.75- ' -4
L.0
PRODUCT REVISED
--plyi.9 with the Florida
EXTERIOR I""— 3.221, E 10 3-TRACKS 1 PLICE 4- 17-0420.06
4' EXTERIOR --4 EXT EXTERIOR Building Cad.
3-TRACK SPLICE NIOA-No. 1.0
0 CG'
3-THACK SPLICE ANCI OR LOCATIONS
I
CATIONS
C4..ANCHOR LOCATIO S 3-TRACKSPL-CE —A-ANCHOR L (U IS SPIE Expiration Date 04JI412021
0 ANCHOR LOCATIONS (USE VII(CRE'CYISSPECIFIED) SEWIILRL CS -CIFIF.D)
(USE WHERE"Cr IS SPECIFIED) (USE WHERE"C5°IS SPECIFIED)
Miami-Da radnct control By_ m
U
SPLICE SPLIC SPLICE
PLICE 4.75" -
LOCATION 4LOCATIONLOCATION 4-
fill
2R EXTERIOR Exn�R*W— �4 I— 3.22" EXTERIOR EXTIZRICIR 3.2
EVERY 4" —a=3.21 4-TRACKSPLIC.-
Co.
4-TRACKSPOCE 4-TRACKSPLICE ANCjIQRLof;Kr1uNS
I-TRACKSPLICE '�4'-ANCHOR LOCATIOUS
'C�ANCHOR LOCATIONS C6.ANCHOR LOCATIONS (USE VMERF.-CY IS SPECIFIED) (USE WHERE'CS-IS SPECIFIED)
(USE WHERE'C3'18 SPECIFIED) (USE WHERE"CS•IS SPECIFIED) NO,58705
00
tr
7-F, Z7
NOTES:
1 R
-L DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
Al rD
—771CURE2 PERTAIN'TO IIIEFCCLOWN 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E. rQ
HEAD'�MC I o6p"r 0. P.E.0
ORLOGATONS: FOR S PLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET F"
3)TRACK-TO�T RACK J. —h
=2�1' R
VINYL GLASS DOOR NOA(LM) 10105/15 0
DISTANCE 15 2.376' 2.375.. 2.376" .........
ANCHOR LOCATIONS F Jj.-1LJ ROSQWSKI M
FOR ALL HEADS AND SILLS
COPYRIGHT02D17 F3INHOUSTRiES.'11C, 2 NO CHANGES THIS SHEET. 04106117
4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED _ALL"ICI-OSRESERVED
BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION, 1070 TECHNOLOGY DR
Jamb N.VENICE,FL 34275
�480-600
P-hook 1 7 1 (941 JjSGD-5570111 NTS III 16OF21 il:, MD-5570.0 6z" A
OFAI-ITZOMD I I
PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES
PANEL counLE
OUTSIDE BC i INSIDE 90°TO117'SIDE 13S°! INSIDE 135-I ,�� �"� ASTRAGAL
SINGLE I SINGLE ASTRAGAL ASTRAGAL g51RAGAL I ASTRAGAL `
TYPES INTERLOCK 11NSINILE ; FD D LUCKST LE ASTRAC+hI- AS(HALAL RiERLULX L --
1 STILE WHANDLE BOXOUT BOX IN RECEIVER HECENER RECEIVER RECEIVER
INTERION OR OUT IN I
EXfCN1Ult GLAZED - DOUBLfl I.00KSTILE INTERLOCK 0
SINGLE _ E F PIPK L L TC TA TV T�'/� J LOCKSTILE IJ�'�.'•.'w�/� 1 ASTRAGAL
IN
TEN LE _ Yy� Q
OUT
- I __.._ (auxWll IeaXiM ., rI_-1_.. .�--"•.j .__SINGLE _ B I J� �f A C C SC S/0 S V S W S� INTERLOCK 1---+°�w�y`r'>J INTERLOCK
SIN'LE
IMERLOCIC f� r f
LLI .-._ _
FIXED ��! INTERLOCK -'"`�^^�n'"•C� LOOKS ME.
S O
B I1LE '2' t�� laS FC FD FV FV V I DOUBLE
J LLJ LOCKS TILL n/p P _/ i ASTRAGAL .�+.n.i.nr.,v�C� LOCKSTILE
Y,7 HANDLE lVf 61
(�ouq omm 1 I
v
.. .. ....- i �� 1N(H1LU ( I `^'�'�'�""" INTERrLOGK I W
ASTRAGAL
r 80X0117 LR ^d�' p __1-- •p
CaoXouq u ovn 1ao •— I Q0
LL 7
LU ASTRAGAL _ e
BOX IN 1 lJ
oxil oxi (mx"
W ASTURACT.AL CT CS CF i
Z RECEIVERIN.so-
QASTRAGAL A T I AS Di 5
RECEIVER I t Ln
GDI.t35 �� �� PRODUCT REVISED
ASTRAGAL as complying with the Florida O
RECEIVER Bu[Iding Code C9
_ NOA-No. 17.0920.06IN.135
,.
ASTRAGAL ! �y y� Expiration Data 2411412021 Ff
RECFIVLR
� Miarlii-0ad�Protlue{Control� V
CD
LEFTRIGI IT
_ F�
PANEL PANEL OB
STILE STILE.
PANF.I_TYPE 7"SHOWN. -I
-t7
W
tQ
���� II(IIYIUIr"'lz N
PANEO
L NOTES, ��Q N
1)SEE DPIANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE.
2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE ` •,iv VINYL SLIDING GLASS DOOR NOA(LM) 10105!15 * No.587D5 _ _h
NOTAVAILABLE. �. .............. .... ._.._ _._.---- _ ...,, ,n.•,.. .r- -- _
I I\ PANEL TYPESmC d ROSOWSKI
3 MAXIMUM NOMINAL.PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". \;�-� m -'— 1 H
_ i ��) i(O ••• STATE OF 4(7w�
cnavnlcw Allnicf Ti GT INCUSTERVEC IES.INC. !NO CHANGES THIS SHEET. ca 04105117 FS•,FtORIOF \_�
4)PANEL TYPE MAYBE EITI IER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH -i070 TECH 1NOLOGY Df210+1(AL
TYPES QUALIFIED BYTHIS APPROVAL_,SEE DETAILS SHEET 10. N.VENICE,FL_34275 �! _ �7I 1I I1 I I I
(041)-480-1600 o e A.LYNNMILLER,P.E
CERT.OFAU1RA"2Ea ISGD-5570I,H, NTS 170E 21 MD-5570.0 �x A P,E6511705
.540 291 061
_`10.635 125 .762
100 .5c`0
M
1.812 1.6131 -.002
0
FRAME SCREIN CAP, _n
CE:33
I= =All .3 1
INTER
(7)COVER(PVC) ANCHOR IILKfE 09 TRACKINSERT EXTENDED POCKET 5.178 -1
JI)2 TRACK HEADMAIAB 06 4TRACKSILL 0
1.000 062 .231 .060 --j 1 2-060 100
.252
1.613
8.250-- -1 1.435 r.--l" i�. r, F D80
L .949n,.� 1.983
77. _j 10
11618, x
r,�,r�nD - -- -7)P-HOOKADAPTOR OOK
LfaN SILL TRACK
Twn 1.813
OTTOM RAIL @ OUTER SILL Qt P-H
SLAC
Ak-A
COVER
(i'�):UPPORT COVER
@ 3 TRACK HEAD/JAMB 3 1*RACK SILL -220 094 125
081 .
I ..54D 540 .291 2.975
10.825 - r--3.000 .0 14
1-2.607-I'f 1.406
76
I= 062 Oa2 .329 m
10 L
@ REINFORCEMENT q2
F❑F1.D- 00)KEEPER REINFORCEMENT FIXED PANEL CLIP
1.681 TFNDED (24RONFORCENIENT
J
KEEPER
BAR COVER BAR Z4)PLATE
05 4 TRACK I IGADIJAW-B (2)2 TRACKSILL -2.511-
2-838
1.625 1.695 1.695 1-- .309 F`
-i 1.570 F-- 83 2.696 .080 2.073 1 .099
3A,
j------- --.125 TD
4.279 Lj
f ;7 D� L.076 4.635 -.1na
0�
2.833 368 2.768 2.768 2 0 2-116
.300 2.026 F 04)INTERIOR JAMB COVER
rn
PRODUCT REVISED
LL11 I
2.710 1.875 as
"lying with the Florida CD
120 1fl
182 .120 i8i ',-2.291 .10D T 1�� 881111111%a
EXTENDED POCKET q-, 17-0420.00
,)INTERLOCK TRA @PANEL STILE,TOP No. d-
CO
REINFORCEMENT, REINFORCEMENT �3-0)INTERLOCK ADAPTER ADAPTER AND BOTTOM RAIL -
p TOP,BOTTOM g TOP,BOTTOM '21 INTERLOCK-300 )INTERLOCK.400 9 ASTRAGAL @ ASTRAGAL ADD-ON NOA-
AND STILE AND STILE REINFORCEMENT,
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Eplmfi..Dole 04114/2021
REINFORCEMFNT13Y
-3.326 3.345 NOTES: Cont-d
--1462
1.472 919 11)SEE SHEET 4 FOR
.125 3.209 Y3.7 3 -3090 F, SILL RISERS. I-a
.090 co
26 3.247 9:
A- 145 .060
5 .046 A, L 2)SEE SHEET 20
gig FOR SCREEN PARTS.
070 f 9
.300 1;...1 1.170-�--- I �-22
@135'CORNER 06 135°CORNER 307 135'CORNER t,)135'CORNER 90°CORNER 90°CORNER 90'CORNER 3)ALL DIMENSIONS PL)
- ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL@ ASTRAGALCAP, ASTRAGAL CAP, IN INCHES.
EXTERIOR INTERIOR EXTERIOR INTERIOR LYNIV rD
...... 1,j
E
.262 0
�1112 .210 .173 No.58705
0, VINYL SLIDING GLASS DOOR NOA(Lm) 10/05/15 _h
.065 .062 1.261 111h.20
.261 1
J ROSO%fVSKI -0
DNS -_ *. .'W
11.261
EXTR US['-'-"*'-
yLe
(8j)7116" ET. rc 04/05/17
STATEdF
(�O)7116' COP"MTDS017 M11HPUSTRIMINM NO CHANGES THIS SHE
SQUARE BEAD BEVELED BEAD BEVELED BEAD C3)t-1116"
OGEF.BEAD _ALLR10HT3MSERVED
1070 TECHNOLOGY DR
N.VENICE,FL 34275
AALYNIN MILLER,P.E.
55701'�gj NTS r,8701
(941)-480-1600 SGD_ 16()F21 MD-5670.0 A
CERT.Of AUTH.MR) _j
.....-....... - - --
r `\ 1 INSTALL �- 2)INSTALL CLIP HEADER BLOCK TO HEAD
) INTO FRAME JAMB JAMB TO HEAD
\ CLIP INTO &SUBSTRATE. ATTACHMENT I
1�lI 7 (YPE A ANCHOR PANEL ° ""- HEADER ASSEMBLY
TYPE AS USED \ STILE ° USING 4 INSTALL ONE BLOCK AT ��BLOCK
p IN INSTALLATION, INSTALLATION EACH INTERLOCK.
TABLE A,SHEET 1 ANCHORS,SEE A I ASTRAGAL,INSTALL \ 'rl
1 4 111 101 l` 3 tI10 X ° TABLE 1 ONE BLOCK THAT �� _
'F �="( SPANS BOTH PANLI-S. `,z. �-(70 (3)#8 X i,� a
1.5"SMS 1 - i \ 1 '�1"SMS
mi
uEli
`za FIXEDPANEL CLI1P \ " r, �, 1-1
- ��FIXED 1N STALL ONE CLIPATTHE \ ��, �() gi
�za
PANEL. MiDSPAN OF EACH FIXED I i Jo, 2 1/4" N,
CLIP/ PANEL-TO-FRAME JAMB LOCATION. i \ X2-114"SMS F'
#8 X 1 n 'I 1 53' V
SMS`) uU /; \\` i I i •�. � `l
BAR COVER ��a �. X 2"SMS 86 c�D
/ 1 Cv�HEINF.BAR\ ��� I\ I , w
1X
I 1/4"SMS
f / _
(4)7HRU KEEPER Q,MAX fD
- !1111 � d,L"O.C.,SEE SHEE71(1 / U
it i <.._= JAMB TO \ „>� / -- / KEEPER TO JAMB r_
..._
��-
SILL ASSEMBLY % �� �.j-.�\ ��` ATTACHMENT 3
LOCKING JAMB cn
PRODUCT REVISED
S / as complyin with the Florida O
REINFORCEMENT PLATE i' \ =,:L-1�1�:� aulldinD�o� c�
,i `•�, I NOA-No. 17-0420.06 ...
ATTACH WITH 118 X 1-114" 4-PANEL,2-TRACK . Z� K[EPCR(D -� tv
@ 34-112"MAX O.C. /i OXXX SHOWN \?'�� I I Expiration Date 0411T 412021 I I
�- \„'� � �+7 E7iam�-0aAiFProduc Conlrot V
rj
CD
03
(INTERLOCK - \_ INTERIOR j
e 1` CLIP COVER
\' _NOTES EXTERIOR S'O
�• r•���INTERLOCK
"'I 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. r;; (Q
" I iRE1NF.PLATE 2.)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. �` ,SLY LYA1N ''., rD
BOTTOM RAIL . \ I °`I /Dy,k10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. �< yIGENSF^�/(� Iv
SUPPORT `92-112"SMS 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS,
(2)minx 1"SMS &` ' ) _ `
I'----! No.68705 '.F I O
THROUGH SUPPORT, ez L1L� P VINYL SLIDING GLASS DOOR NCA(LM) 10/05/15 _ *^ I_h
INTO PANEL 1 / PANEL 1 � ACCESSORIES INSTALLATION &�J ROSOWSKI
-E-1/1-i/2"
� #to X ASSEMBLY
-�1-112"SMS —. a ,�'•, F7A7E OF ;'!V`
INTERLOCK SILL RETAINER rePrRia reznn GreunuslmEs,inr•. CORRECTED#96
04/05/17
ALL PANEL CUHNERS' ALL RIGHTS REEERYFD �irsS•''"'•'"" G`,`l`
CLIPATTA_CHMENT WELDED,NO ASSEMBLY1U707ECHNOLOGYDR x� `�� NALENr` I`
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 342.75 c�
(941)-480-1600 3 e A.LYNN MILLER,RE
— c[ .or AUDI.1r 9u lk!SGD-5570 NTS 19 OF 21 0 MD-5570,0 �z A PMA 58705
i
5
BOX SCREEN DETAILS: ---r� STANDARD SCREEN DETAILS:
01
`mai u 0DR,D°<-�)
ws �P�3bRls/� -n�tt_l �—' lr 6 oL
HORIZONTAL SECTION HORIZONTALSECTIONEXAMPLE (I- �
-
EXAMPLE ' / %?�•� fD
�•�� �
-? � CSP )� `
r
6`_9 - -
�-'oR�3Joa('6) HORIZONTAL SECTION EXAMPLE
112
HORIZONTAL SECTION - 10, -"I 1.081 A
.\-• t -EXAMPLE 1.081-- q� to
f.
• � � 1.202...i.b`e..I T �
1.778 1.778 ,935 C
fD.875 ► -.050 .-•.050 .045
.875-�F I-�'•' + 1.020 �-�-- u
f 1 �y_ 1.993 f?�SCREEN tat�SCREEN SCREEN OXO
s�
I 1.993 1.874 I ! FRAME SIDE RAIL, ASTRAGAL 3
>I I i I RAIL LATGI ADAPTER vi
0 - ,062 ►I.--.062 .062 PRODUCT REVISED
as complYing with the Plarfda O
BDXSCREEN BOX SCREEN /' ROX SCREEN Bntlding Godo l0
,B2 ,B, k,o� L� I� ���---ttt 1.435 -�-- 17-0420.06 N
)TOP RAIL ��ROT70M RAIL k_'SIDE RAIL .725 � U NOA-No.
`iti) .705 : .782 Rxpirntion Cate0 1412021 N
1.020-" 1 593 128 ,tai -'l`-.040 By =ra- V
.062 miaml-Ca,�~ ro uet con ro
J gi �� .,: �••�1.373'-- �U FRAME SILL
1 q . � �xs�SCRF.F.N VINYI. 12) O
2)orz(a�oR�6� I 1 rl
63 } �_J-.0-/`:J ASTRAGAL SCREEN
1.872 ,055 1.833 `:J ADAPTER ADD-0N
t.. 1 2aL
-BOX i BOX BOXSCREEN = �i
[\ �� l0%SCREEN �04,SCREEN llf° OXO
INTERLOCK SNAP-ON ASTRAGAL ����
to
\ � v
VERTICALSECTION• BUG FLAP ADAPTER VERTICAL SECTION �.``1ffy[Ly ', M
•`� ...........M/ N
EXAMPLE EXAMPLE NOTES: ��` O�LCCNaN
1,306 1)ALL DIMENSIONS IN INCHES. F''•.•!_ v,
1 343 055 —'^i 1:407
�F ' VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = No.58705 _ _h
1487 �'
1.
050-�-� 1.510 7 � -
060
�}ILWIIr SCREEN DETAILS it i J ROSOWSKI ��\
-BOX, riOX SCREEN i' BOX SCREEN HEAD J_J� - --'- O.cs•',- SrA4}E aF
@6[ I, 1+.. cH o S• F RIPP,••'•����
-�AS'fRAGAL SILL ANDJAMOADD-ON copv6[ca,r�zo+TPeTwrusmiEs,IMM � NOCHANGESTHIS.�SHEET. a� 04105/17 ' tt` •• LO
ADAPTER ALL RIOFITS REEERVED •"'
_._. ..
1070 TECHNOLOGY DR
N.VENICE,FL 34275 — A.
LYNN MILLER.
(941)-480-1600 g6SGD-5570 i NTS �2 20 OF 21 qx MD-5570.0 A A.LYNN MI11ER,P.C.
..-_._ ... _.. .... ....__.. _ CERT.OF UTH.=9296 �3i �+ �N P.65670
TABLE C:
TABLE D:BOX SCREEN
Part# Description Material w Part# Description Material -# I part a I
' ' I ---do. Material
1 19001 T—Track Head/Jamb Rib P7F7 -42--- 1905 Sill Rl5err-(2-1/2) r-RF6TT-8 Alum. too] 122155 1 Box Screen Top Rail
606315 Al
2 19002 2-7rack Sill Rigid PVC 43 ISD22A 8111 Riser-
— (BOB Alum, -101 12257 Screen Bottom RM 898315 Ai
3 18026 3-Track Rigid PVC 44 19023A Sill FMser-(4-1/16") 6E5376AJum, 12268 Box
M 102
�11 Sill Riser-(4-51W) im 64420
4 19026 34racK Sill ....... Rigid PVC 024A 6063-1'6 Alum. -- Screen Interlock 6053 TS Al -n
5 19027 43
-71;�W-�—�2dljamb R1916 PVC '71860sw .187x=T'Finseal(Stirs) 104 1T347A BoaScreenSn.p�nBugF7 0
Flap
6 19028 4-Track Sill Riifd PVC 61 71095K 1.IJZ'x V,X 3.14',Fin seat Dust Plug 105 64346 Box Screen 0)*Astragal Adapter 6033TSAi 9
7 19009 Frame Screa Cover Rigid PVC: 52 71668- bust plug 106 17349 Box Screen Astrago!Adapter 608375 Al --q
8 19031 Anchor Plata 6063-TS Alum. 60 419041 Interlock Clip Cover M
PVC 107 IW39 Box Screen Frame Sill Add-on 6063-M A 0)
a 19007 Track Insert 6063-T6 Alum, 61 78163X Tandem Roller Assembly Ss 108 138 Box Screen HcadfJan-b Ad$crr WB3 T8 AI
El
-a'
n XIX ;14-200
-�2 Ln
10 19084 Interlock Cap-Extended Pocket d�Pvc 52 78153N Tandem Roller Assembly 109 720XIX #14-20 x VMS @ Top W3 Ss
I . _2
6D63-76AIum. 63 78)USFPTX 55FX-314"Ph.FH Roller RaInt. 110 720XI M2X #14-20 x 1.11Z'MS @ Bottom Rail SS
11 19036 Bottom Rail Support S
12 le.0.06A Outer$11l Cover 6DW-75 Alurn. 64 419042 'Frame Header Block Nylon i'll 717938 lWatp,270"x,150*-Fin Seat
13 19011 Sill Track Cover
Riad PVC Its 46052 Roller Aq,Hole Plug P 112 61805K 'Aialp, 187"x_1W @ Bug Pop
17 32 P•-Hook Adapter 6063-T6 Alum, 68 44305 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon
606346 Alum, 67 76XI14FPTX #5 x 1414P M 7SRNK Ho Roller
Ph.PH SMS @Bumper Stop SS S
---ii44-741- Extended Keeper 6063-TSAlum. 88Ill�Phjjq PVC 118 vertea Screen Looking Hardvare Steel 0)
Gemini Mortise Lock whang Trim oeto Steellss Steal
20 1902%A 606a TO Alum. 69 116 419053 Screen Keeper
2-1 19DIZ— I
Bar Cc4w Rigid PVd 70 71032XlFPFX 10-32 X V PfL FH MS @ Lock 117 76XIPPA #6 x I"Ph.PH SIMS —St,,q
118 1692M4
22 19930 Reinforcement Bar 6006-T5Alum, 71 varies lHandle Kit CastZnc —— Screen Spline-.150"6,.165" Vinyl
11nion..Ir R.
E� Nylon
23 19037M Fixed Panel Clip 6OW-TBAI., 7-2 19054 110 18113CM IScreen,Cloth Q0
24 10035M. RaInforcament Plate B063-T6 Alum. 75 lKommeding 4SG TPS Sparor System
26 99017M Top Sheet TABLE E:STANDARD SCREEN
Top Reil,Bottom Rail and Lockstile 6005-15 Alum, 70 lQuansor Super Spacer nXr with Hot Melt Butyl A Part#
(D
26 19046 Reinforcement Composite 77 Quanex Dureseal 10-lor — Doscirlpti.n Material
27 19016M Interlock.30D Reinforce, I Materials L.4
Reinforcement,Std. 6DO&TEAlurn. 78 Cardinal XL Edge Spacer ate 11 :JF21013-3iscreen Frame Rail 6053 75 At
28
19013.M Interlock.4W Reinforcement,HD 8[105-TliAlunt 79 Dow Corning G195 or GE-7700B..kbsdd.g Silicone 12 2028A Screen Frame-Side Rail(Latch) 605375 At
29 19019M Astragal Reinforcement SODS-TSAlum. 8D 19090 7/16"Square Bead PJ4g!d PVC 122 17363 IS0160n OXO Astragal Adapter 6053 16 Al
30 19083 Extended Pocket lnterlocU—daptor -E8-3TB Alurn. 12*1 3K semen vinyl Astragal Adaptor Rigid PVC i
81 7116"Beveled Bead Rigid PVC 154
Rigid PVC -8-2— 19-044 —1-1111Y80voled-8—and
31 190115 Interlock Adaptor Frame 3111 Screen Add-on 6063 7B Al
Pi-ald PVC
32 1906" Astratial Add�n I;Vsld P;�6. 8-3 19-065 —1-1MW 09'ea—Bead Wg—ldPVC
--- 0FP-qLK Bug Hap,85 41.8 dUro. Vinyl
I ' 7._ _
121 1 'i'STS 98 x 1-112"Ph,PH SMS(Assembly) SS
33 19004 Panel Sri[..T*Bcttom Ral Rigid PVC 84 19016 Bead Rigid PVC —127- &�rJr Key Wheel Assembly(Standard)
34 19040 Intsior Jamb Cow —85 ....... 71726k• Setting Block 112"x 4x 1116',86+f-6 djF07 Neogene _n ion
1 428 712027SS Cornet Key Wheel Assembly(HD) SS
35 19076 135°Comer Astragal -6563 T6Alum, -85—— 71726K jSoftlng Block I"x 41 x 1116 85+1-85+j-5 Coro. Neoprene— —— 115
3-6 —190fi 135-Corner Astragal 729 vales SCFaan Looking Hardware L—+--t.-I
Set Pass I 6063-T5 Atom. so 781PS7X #8 x V Ph PH SMS @ Frame
Assembly S
130 710)34PPSDAX #10 X 3/4'Ph.PH SMS @ Screen Ast SS O
37 19079 1135'Corner Astragal Cap.Ext. Rigid PVC 91 7SX114PHPT41OX #8 x 1-114"Ph.PH 81.18(W Point Bar 1 SS —131 78X12PPSf.4SX 1*8 x 912'Ph.PH SM
38 IMD 135°ComerAstragal Cap.—Int, R&PVC 92 710X1PHPf18-ii7X J#Mj @ Rol Support Ss 132 1 00
39 19078 90*Come Aetragal 6080-T6 Alum. 93 710X115PPX '#10 x 1-1 PH N 145' Vinyl
MS @ FXd.Pnl.Clip Ss 133 1,Cloth
Fiberglass p
1;�h-,PH I fiX, Spline
40 r Astragal Cap-Ext. Rigid PVC 94 710n5PHPT18-8X #10 x 2-112"Ph,PH SMS a)Retnt PlateMst, Ss
T
Rigid — --gg 1ZO)0-25FPFX #1 )(2-11IT'Ph.PHSMS @Hdr.Block Ss
41 19OB2 JW Comer Astragal Cap-int. TVG 2
96 710X1,75PPX #10 X 1-3/4"Ph.PH SMS @ Asi.Mount 83 PRODUCT REVISED
97 71OX34FPX 1#10 x314"Ph.PH SMS @ Ext.Pkt.11t. _SS Bufjdrn
�Codewrth the Florida vivvtt
)psy LY�*4/1
98 71DX2PPX NoA-No \k .......... 11
1910 x Z'Ph.FM SMS @ Keeper SS 17-0420.06 g
Expiration Daire)041114/2021
No.58705
0
VINYL SLIDING GLASS DOOR NOA(I.M) 10105115 By
mi. —Quet
TS LIST J R SOWSKI 7 7��g
U
NO CHANGES THIS SHEET. a�04105117
PAR
COPYRiGHT 7>-61 7 PGT INDUS-RIES,INC.
AILRFGHTeK
NOTES: 1070 TECHNOLOGY DR 41
1)ITEMS#1446,48-49,53-59,73,74&U'(-89 90 ARE NOT USED AND ARE N.VENICE,FL 34276
CCW,E711 AVM.411r, jm� A
NOT PART OF THIS APPROVAL, (941)-480-1600 S A.ILYN
�FNT_JF21 OF 21 Y9TMD-,5570J P."
5 Atylv-2918 11:40 +19412141132 PA
�p D
\ ,pLogix
lCk"A
1651 WhItfleW.Avenue,Suite 1-01
Siff8SCM3,Florida 34243
Ph:(9,11)4,14-.'1!42 Fax:f941)214-1132
.....................................................I.......I.................... ........................................................................................................................................................
Please use this cover page on the returning fax.
We use the content of this page to expedite processing.
Or, send results to: results@proplogix.com
Thank you for your cooperation.
51-JuR-2018 11:40 - +19412141132 p.2
Subject:Permits Request H 9960 S Ocean Drive Unit 1502
Hello,
Our firm has been requested to research the referenced property for any building
permits on record in any city, town,village,or port authority.
We kindly request that you advise us of the complete permit history,including all
open and expired permits found for the following property:
Property Address:
9960 5 Ocean Drive Unit 1502
Jensen Beach, Florida 34957
Parcel ID M
4502-702-0062-000-0
Owner:
Colleen Trujillo
Open Expired Closed None
To further assist our clients and facilitate this process,could you please provide
general intructions to resolve any permits that are open,expired,or currently
pose a concern to the property referenced above.
Also, please confirm if there are any pending or active liens recorded on the
property,and please provide a payoff valid for 30 days from today's date. Please
attach documentation of the recorded lien,and provide the book and page
number.
Your assistance is greatly appreciated!
Thank you,
,,V,.'i!e4Cj R:v....S71'.
71 J.(t ,l: .. .i
Enn.11: