HomeMy WebLinkAboutNOA' SCANNED i,..
BY
St. Lucie County
` MIAM1- ADE - ` MIAMI-DADE COUNTY
o•Wm PRODUCT CONTROL SECTION
DEPARTMENT OF REGUXATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION ! 1 T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ecunomy
PGT Industries, Inc,
1070 Technology Drive '
North Venice, FL 34275 '
- SCOPE: I
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
HAyTg Jurisdiction (AHJ).
(t,,,nOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
i k,t•
ect (In Miami -Dade Couk .) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
k� 31. • .,
cc V� to this product ortmatenalltested for quality assurance purposes. If this product or material fails to
pe cm in the accepted,,n rfr -ibe manufacturer will incur the expense of such testing and the AHJ may
.P:. .
-irninedlately revoke, modify; or, suspend the use of such product or material within their jurisdiction. RER
i 4,.: r
rese es the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
0/V'
Sectip that this product oiniaterial fails to meet the requirements of the applicable building code.
'tr:..
his product is approvea as described herein, and has been designed tp comply with the Florida Building
C'bd'e,'`including the Aigh Velocity Hurricane Zone.
DESCRIPTION: Series`"P617" Clipped Extruded Aluminum Tube Mullion — L.M.I.
1 laleti iLt!",
A_?,,4OVAL DOCIJMENT. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
shheets' 1 through 25i. of 25, prepared by manufacturer, dated 08/29/11, with revision C
. r7n, :.. ,.
dated,'06/l9/17, signed agdsealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Q6klt`ol Revision stamp; ;Wiittlq,the`Notice of Acceptance number and expiration date by the Miami -Dade
6,V,rity Product Control .$e5tipntj',
V'tT,i'tc: lci6.. Yy4
t#BELING: Each uniV,' hbZ bear, a permanent label with the manufacturer's name or logo, city, state,
model series, and followiii'gestatement: ".Miami -Dade County Product Gontrol Approved", unless otherwise
not' ed ! erein. ekr i} >
RENEWAL of this NO V Shall be considered after a renewal application has been filed and there has been
no dhange in the applicable Wilding code negatively affecting the perfor&muce of this product.
MMM%TATION of this NSA will occur after the expiration date or if there has been a revision or change
inA19materials, use, and%o2.'itranufacture of the product or process. Misuse of this NOA as an endorsement
o"r product, for sale9Tadvert' ing or any other' purposes shall automatically terminate this NOA. Failure
ta,comply with any section of tliN'NOA shall be cause for termination and removal of NOA.
TISEMENT: TheWOA number preceded by the words Miami -Dade County, Florida, and
by the expiration--, , e' may be displayed in advertising literature. If any portion of the NOA' is
then it shall beeibnd`inits entirety.
TION: A copy of}1,�s` entire NOA shall be provided to r{tie user by the manufacturer or its
rs'and shall be WiiilabWfor inspection at the job site at the req ,1 &;t of the Building Official.
� revises N0.0464218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
ve. +J
reviewed by Jorge M. Plasencia, P.Ei!
NOA No. 17-0630.01
'`!' • "' �"
Expiration Date: May 26, 2021
Approval Date; November 09, 2017
•r,,�.i:;;,t r,
I Page 1
IRG , T41fidustrie I s, Inc.
NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED
A., n,,DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted uaderNOA No. 10-0819.05)
11i.2. DrawingNo.,,6300JR, titled "Impact -Resistant Ak uninum. Tube Mullions", sheets I
through 25of 25, dated 08/29/11, with revision C dated 06119/17, prepared by
manufacturer-,` signed and sealed by Anthony Lynn Miller, P.E.
TESTS
1. Test reports 6h: J) Air Infiltration Test, per FBC, TAS 202-.94
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 pei-FBC, TAS 203-94
6) Forced Entry Test;per FBC 2411.3.2.1, and TAS 202-94
along wiifian f�ifiaiked-up drawings d installation diagram of clipped aluminum
mullions'1"pr'e'pa*rea by Fenestration Testing Lab,'Iic., Test Report No. VrL-6443
(samplesAim E -1), dated 02/28/11, and addendum letter dated 05105111, signed
and seal6&15Marlin D. Brinson, P.E.
(Submitted tinder NOA No. 10-0819.05)
C. CALCULATIOPMIr
Anchor V en" fU 'on calculations and structural analysis, complying with FBC 51h
Edition (201 �4) And with FBC 6m Edition (2017, 1 prepared by manufacturer, dated
08/29/17 91 .6d sealed by Anthony Lynn MillU, P.E.
3
D:
QUALITY AS
1. Miami -Dade of Regulatory and Economic Resources (RER).
MATERIAL CE41"ffi'11CATIONS
1.
None.
01 V,
;A,
ifi
Jorge M. Plasencia, P.E.
Pro u/ct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
P.
-A
PGT'Tndustries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
,
F. ',STATEMENTS
I. Statement letter of conformance to FBC-s" Edition (2014) and FBC-6 h Edition
(20147, dated06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, R.E::j
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and Sealed by Anthony Lynn Miller, P.E.
GSx.�-?OTEIERS
1. Notice of.Acceptance No. 16-0218.03, issued to POT Industries, Inc. for their Series
"PGT" CIip e& Extruded Aluminum Tube Mullion — L.M.I., approved on
04/l4/16 and'expiring on 05/26/21.
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Alx . c n f
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9
✓ j
1� ': • Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
'' r E . 2
FIGURE 1:
MULTIPLE CxHIW wDix FtnxFRLIU11.Nu--y
MULLIONS / '"� sEEDETNL9
1 ",GA
SHEETG„ ,--
IS CRITICAL
SHALL
MALL
RELTAMiNA0. NOT HAVE A GAP OF MORE THAN 11C FROM THE DLIH. MULLI
SWWEMULI
DESIGN PRESSURE.
METHODS SHOWNCULATBEEN TO
TO RESIST THE UTW. E113CHRESPONDING TOCREASE THE REQUIRED ALTER
DESIGN PRESSURE. MULLIONS ARE CALCULATED TU DEFLECT NO MORE THAN .U180.THE 1135TRE35INCRFJSE WAS NOTUSEO BAY
IN THIS ANCHOR EVALUATION. THE 1,5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. I X 2 %
IX2X
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE IXIT
INSTRUCTIONS 1Xa.1
5(IEETSN {� J` �• 1 .,- M1ATWNG {.-°DNLYYWON[>JACEtjT UNITSAiATlmtwnG`f Garn °McUcrs..jU.. 1 - ------
Cf\ c / __ tiY { i xEETS LL`TIICSSUIV.ET:F'L?L!,.TPLEMIJWCN9 OR FENESTRATON PROCUCTS SlI�PLLZ�PPLYFt N , 1-25X325X.NBMUILSPEG--IS U I J y
. ( s p :zl LN- 1136%S15 %.6P4 LM1MLbPECS .0 z Z Wi
! I I _ S mE!•• d - wx __ w G j 59Y
.,' f O. _� •xvclfE-t'BfWHEN FlNOING YOURGYE IN'fF1E MUWON TABLES: ALWAYS RO':NDW TU ME NEtT_51[£SHOWN ON TLIETABfE(8�.... 2X4X.25MJU PEfySPEGb...'SS Z
MLW F. • ~ 2XIX 35 NULLSf M--
4L+II'M xOP {MPt ])ANCHOR EMBmMQJT TO BPSEMATMi 5HPLLBEBEYONOWN DRESSNGORGTUGCO.W000EUCMBYOTHERS.UUST t]8X211X.129MJLLSPER_. 1d G
SEEDETULE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT BO•Xffifi BAYMW.sPE05.........19
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45- X sa BAY PULL SPECS...-20
REACTIONS, MILLIONb IX1P 01MENBbIS._..21-]3 F •G 0 Z m
u EVWFLES 162....... .—._._24 0 !- Z�j p0
L(FDING N Ja w
EEx61 TDN 8)REFERENICE TEST REPORTS'PTL-BW3: ELDO ULTRAOONWGGRE-GATOR NOAZ `RS °
PPOWGISMAY =
-Be OFAM'TYPE. O COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING LY W N
BI MULLIONS AND MRS HAVE BEEN DESIGNED& TESTED T
MUSTBE COOS AND AREAPPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULUONSAREONLY TO BE USED WITH
a a Z N
W.xUFPLTUREO OVPGT.PGT.APPROVEDFENESTRATON PROOUCTb RAINING CURRFM APPROVALS. 'n LL �0
10) MULUONS ARE N COMPLUNCE PORUSE W THE HV oI.
/BF£DETAILS:
An,G,x; 11) QUANTRY OF UNITS WITHIN A MULTIPLE MULLEDASSEMSLY IS UNUMREDPROVTEDTHATTHESPAN AND OPENING pR0000T REVISED
LxORI— sHEETs x. WIDTWHEIGHTOF EACH INDIViOUALMULLgN GOMPUESWITHTHEREOUIREMENTSOFTHISNOA as
V— pl inB w1U Ne PbHtla
ALL HORrza+Fa. No"..i�eev 17-0630.01
a PULL INSTRUCTIONS:
LExGTx EXpfmbon Data 05/26/2021
1)DETERMMETHE DESIGN PRESSURE REQUIREMENT(IBBfFT') FOR THE OPENING USING THE ASGE-T STANDARD. B
ADDITIONAL PLEB OF MULL CONFIDU TIONS: Mlam tle otlaet ontry
—HOR¢4ULLlENGIH— 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
-y IGH"VUUl- MI
F--DEEMING WGTF--1 - , -
1 1 3)REFER TO SHEET t5 TO0ETERNE IF THE WWO LOADING "RECTANGULAR'OR TRIANGULARRRAPEZOIDAL'.
E.-aP 6 1Y 4)FINf1.THEGHCSENMULliCMEMULLION CAPAoly ILBSMFROM TABLES,IlION tATHR000H'B4 GNSHEM 5THR04SH2O REBPzoTAIUY,USNC
HVG THE MULLION TYPE LEAOTH ANDOPENING WIDTH OR HEIGHT(DEPENDING IFTHEMUIS SPANNING VERTIGALLYOR NORODNTALLYf.THE
Hoch L[LGdI1H ,, ` uu r p r M ST�
`ON C,,ACIt(LBS1FT9OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENTLBS FOR THE OPENING OBTAINED IN
E GTx
_ I 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND ME VALUE N WE NIXTCOLIItAN ANCHOR,,FACRV REWIRED (LBSI. THIS VALUE
1 L I REPRESENTS THEWINDLOADTRANSFERREOTO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE FULLMUWON CAPACITY.
�opExwGwmlN I B FROM THEANCHORCAPACITY(LBSI TABLE ONTHESAME SHEETAND WING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Fa�
SINGLE MULLION SINGLE MUI.UON F[l1 vDLncu Muu I 1 OPENINOBIDTB IANCHORUSUSSTRATEIANCHOR-,LIPPATTERNMAYAPPLY) SELECTAN ANCHOR CLIP PATTERN ANDVEWFYTFWTTHEREOUIRmANCHORFORV NR ALWLL CAPACITY IS MET.MULTPLE MULLION&DETPLS i)1FTHEMULLION CAPALRYIIBSIF'PIOBTAINED IN THETABLEIS HIGHERTHANTHEDESIGN PRESSURERE-0UIREMENT(LBSIFPIFORTHEFROMFIOURE1 AaENING, YOUMAYUGETHE"ANLXORCAPAOTTTADJUSTNENTFORMULA-TOOBTAINVALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHESAMESU6STRATE
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFlCAPPLICATON WHEN USINGTHIS NOATOAPPLY FOR APERMIT
FL P.E.k
DETAILA. »�'✓ DETAILSE 1 sd G3
'] NIILIgN Y' iYG ANCHOR
MULLION TO2XWOOD FUCK WOOD
AN MASONRY
BucNNeuair Puus�m31FMT.. oa`
WOOD BUCK AND MASONRY ATTA -uNT sMSEETABV:91%t3B C
OR WOOD FRAMING (STANDARD CLIP SHO BrorxEPs.
M E1. N
(OFFSET CLIP SHOWN) EErt gs U ~
1 MIIWW ••-•• m 3NE W
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21-9 Fd+N6E 4 I I I �SFESEETASIES
F2TIEit1H a I LOGTIRA. I: EDDERRM'CE 6138 "Y^� R"g
ilAlAiA9 EDGE Pi M4501AY i3 W Q Q o
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T --
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MttPE3. Q¢, Q OZ ��C6CN Ib1a�.9TQlEttr.ANCNoa M"ssBTABLB9t12B ......EDsEeVEP0 1e.t39PERSUBS!11.0 Dull O SWTPIp s omp3 .04sEErABLEs btR D49TANLE AtBulidinB sEETApIEy ii ATFAcxN04-Ne.30.OtP tBt2BB.lamlg sEENm ti Ea&.Uu6/2021EA2EEI.+Ellf AALIPJEM B)3 ' Moun onlFol
SEENOIEt -•
SHER t. ,. MN2]MJILOK'PETE DP C.
• _ FRONTVIEW
_ • SIDE VIEW •-,�.- - - _ - -'
FRONT VIEW
INSTALLATION NOTES:I
...........
11 ANCHOR EMBEDMENT TO BASE MATERIALS —BE BEYOND WA DRESSING OR STUCCO... N�AA
2) QUANTITY OFMCHORS AND MULLION SIZE SHOWN ABOVE ARE FORPICTCIRIM REPRESENTATION .tGeNSF `•�!_��
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY CH THEANCHOR TO ANCHOR DISTANCE,THE .•P '�
CORRECT GUANTTY AND LOCATION OF ANCHORS MUST Be FOLLOWED, REFER TO THE TABLES ON THE ]*; No. 58705
FOLLOWING SHEETS. FOR DETAIIS XV. EITHER THE STMDARD OR OFFSET CLIP MAY BE USED.
-V iU
31 ANCHOR HEAD TYPE MAY BE PANHEAD,MD(HEAD OR FLATHEAD'
-v •, T .' gal, ,
4)WOODBUCKSAREOPTICNAL.SEEDETAILC,SHEET3. O'. SATE
B)FORMA30NRYAPPUCATIONS N MIAMI-DADECOUNW,,, USEGNLYMWMI ADECOUNTYAPPRCVED �N�AI�����E?�`
ELCO IILTRACON OR ELC01/4.9.S. AGGFEGATORM1LLSONfiYANCHORS - ALYN FATLLER P.E.
FL P.E.# U705
_ _ i
MIN 2]n9 Cm'EWCMU
FRONT VIEW
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~~SEETPeLES
MM2.]'LSISIXJGPETE CR CMV tRf30
SIDEVIEW
INSTALLATION NOTES
1) ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO,
T Qlia}1TDY OF ANCHORSANO MLAL'AN SIZE SHOWN ABGVEARE FOR PICTORIAL REPRFSENTAT!ON
ONLM.'BECAUSE THEANCHOR CAPADTTV ISeASED PARTLY ON THEANCHORTOPNCHOR DISTANCE.TH
06RRECT OUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED. REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A D, EITHERTHE STANDARD OROFFSETCLIP MAY BE USED.
1) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)(HEAD OR FLATHEAD.
1)WOOD BUC% ME OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DACE COUNTY, USE ONLY MIPMFOADE COUNTY APPROVED
ELM ULTRACON OR ELCO IM' SS. AGGREGATOR MASONRY ANCHORS.
-' _'DETAILS
MULLION TO MULLION
`� INTERSECTION"
•'TGt�L '�� � .��"1
1}MAYBE INGTALIID M'IEE'OR CROBS'
2) MAY DE INSTALLED HORIZONTAJ.Y
IS HOWN)OR VERTICALLY.
B)SEE S,U-ION, 21.23
RRES 0NDtNG
FOR CORRESFONDNG MULLION.
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16150
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SF
r P.ANINOR
FFRSU&STMTE.
a
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if GAANDEEMELAWWNx THEFLBUSOND
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ATTAGIVIIRBVOTR
EXTERIOR
ILSEwawAxwogsFEls
NOTES:
1)FOR i WOODA CKED STEEL STUDS. WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS 5M. FOR QUANTITY OF SCREWS.
PRODUCT REVISED
eulldlmpl&, UWIVI Uo Florida
RdA.{ 17-0630.01
GPInUan DD.t.00512MG21
Mlam Protluc! enVol
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FIELD -MODIFIED �l- ,
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17-0630.01
ERPhation Date 0512612021
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USTSEINSERTEDINSIDEOFMIJILLON.
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6 * " N.. 58705
NOTESFORINSTN--ATIONOPTK�NSP 2)0�ALG:SEST�LES1�14BFOR�CHOROUM��MD SHEETS2i�Z)FORHOLE
1) DETAIL IS KOTAPPLIKIkBI-E FOR THE BAYOR 1.26'X2.11- X.12V MULLION. LOCATIONS.
2) S,,TABLES 1B133 FOR ANCHOR QUANTITIES AND SHEETS 21-23 MR HOLE LOCATIONS. 3) DETAIL H; SEE TABLES 158 OR 168 FORANCHOR QUMTITESAND SHEETM FORHOtLE 0 WAT�
LOCATIONS. 00' A.ZORIDN'
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TT1�I�T
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NY LYNN
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2T50'
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FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
#j No. 5ST05 l
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M -
4)SUBBTRATES: CONCRETE SHALL CON FORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONFORM TO ASTM 0S0, WOOD SHALL BE PRESSURE -TREATED
.
1
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31]6'
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: FIGURES:
1)SEESHEET I FOR INSTRUCTIONSTABIE3AND SHEET 26 FOR INFORMATION ON COMING.SEE
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1
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S ARE NOT SCALE EXAOi E SHEETS 21-n HOLES
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• • • •
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I� FIGURED TABLE NOTES: - - --
BL
1) El SEE SHEET IFORWSTRUCTIONS ON USING THE TAES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE 5HEkT52i FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIFI .UR
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN CM SHEETS 21-M
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4)SDICR ATES:CONCRETESHALL CONFORM TOAG301 SPEGIFOOD SNAHOLLOWANDGROUT-31EI)
FIGURES: CONCRETEBLOCXUNITEWMSHALL CONFORM TOASTMS WOOD SHILLMEREAMI IMWOTED
OF O.66.M;ANOUMSHALCK(18 DRUCTU IMUA10F
YELLOWEEI.
SEA INSG
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STEELSTUDSTOSE AMINIMUMGWINE33ETALS
ATHICKEN AT SCREWTHREALTOBEAT
LTHICKEAST
LEAST d26' THIOXAND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
F THE MATERNL. #10 8 M2 ANCHORS INTO WOOD MAY BESTED., 1885.S.OR4105 S.
ANGLE CLIP (FIGURES 1.3) MUSTBE USED IN PAIRS.
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ANCHOR CAPACITY ADJUSTMENT FORMULA:I
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ACTUALPRESSUREREQUIREMENTFORTHE
OPENING, WHEN R IS LOWER THAN THE MULLION
CAPACITY(MOM THE TABLE) OF THE SELECTED
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CAPACITY WHICH MAYBE USED TOOUAUFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANGHORCAPACII"TABLE
u U Q O C
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PRODUCT REVISED
complying with Me Flarkm
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NDA-Nu 17-0630.01
Expiration Data05/26/2D21
D
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TADLENDTES:
FOR
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RGENINSTRUCTIONS
SEEI)SEESHSHEET
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
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FIGUREL
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IIIu1'' RGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. . '
a) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATONS. HOLLOW AND GROUT -FILLED
FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AST, C.W. WOOD SHALLBE PRESSURE -TREATED
YELLOW SOUTHERN PINBEANMN3G OF 0.D ALUMINUM3HALLBES GAUGE)NDPUCTURLS7OLTO
THICK.STEELSTUDSTOBE A MINIMUMGRADE 33AND.04B-TFI STEELTOBEAT
EIRGAUGE}STRUCTURAL
LEAST ALLANCHORS INFO METALSHALLEXTENDATLEAST3 SCPEW THREA05 BEYOND
THE MATERIAL. ft108 #1T ANCHOft31M0 WOOD MAYBESTEEL, 1fl-8 S.S.ORND 5.3.
TERTHICKONO2A
ANGLE CLIP (FIGURES 1-S) MUST BE USED IN PAIRS.
ANCHOR CAP.,, )-ANCHORCAP.e
MULLION CAP.-o
FORMULATOOBTAIN THE'ANCHOR
HIGH MAY BE USEDTO QUALIFY
ANCHOR OPTIONS FROM THE
IACOYTABLE.
PROF)UYC'F REVISED
BUItdinp Iy g Yd1M Na FIOHtla
NDdq-NA, 17A1630.01
Eaphalton nato OW2612021
By
miamr-Do tconamt conam
* i No. 58705
z.00D•[if 2.007
w L3TS
TXYX.I27MU1wN 1'X2'X.3M'MULLGN
II B08'TBALUM 6061T0 ALUM -
%SELTION
, I
9rANDM11 '
2BBO' XS£GTION
I II
f
j.740' F
rF
6W'-, 1
ULLWH
I-X2.7VXb MULLION P%3USX.SMUWON
1.25'%3,186'%YaS NALLpN 1.2WX2.11'X.I2 MUWON
ITIAWM.
M
pull. n•UM,
LER3Tfi ALUbt
SECTION
iA9}T6 i.LUi1
%SECTON
B
%SECTION
XSEC 1
-i 1-12s
''+
1
'
.I AC_•(,.J
2.000" %SECTION
VL P
0061T8ALUM. � ,125'
X SECTION
CREI:TEFn8,, E MIN. f
MIN. DEFA4 F.'MErp
318-MN.
--_____ I i I A A I UCUR
TOPJIEW'
k• `- BTANUPAD CUP
BC6lTB O.LUM. CENTER OF ANCHOR
CENTEROFAICHORHOLEML'STUE TOPMEW HOLEMUSTLIC
"THIN WE DASHED BOUNDARY. SEE WITHINTHEOASHED
SHEETS SI7 FOR WE ANCHOR O.C. BOUNDARY. SEE
DISTANCE. MA92MUM ANCHOR Y.OLE BOUND RY. SEE THE
DIAMSTER ANCHOR DIAMETER+1n0'. TABLE B
AICHORO.C.
DUUANCEMA!O JUM
.37S
.-ANHOLD
.•DIAMETE9: ANCHOR::i..:
FMX DIAMETER + 1116'.
MIN
I 1
I '
I I 1
I
1 I B
3TS MIN- F-
' 2](SANGLECLIP
TOPNlOB2-TBPLUM.
EW
ENTER OF ANCHOR SEEHOLESHEET 6-WITHIN THE
L ANCHOR
000NOST SEE SHEETS 18 FORTHE
HOC DI METO.0UI: ANCHOMDIAMUM ETERII ANCHOR
HOtE DIAMETER: ANCHOR OiAMETER*1118'.
g.pi ,J tT,c
_ POT Part
Muillon
StrI. CIiP
0R4a1 Q)P
UCIiP
An91e Gil
V X 2' X.12S (5)
E6G06
M113M
666111814
666243M
666511M
1' X2. X.37S (6)
656006
6951141,11
66511191A
666244M
SM12M
1'X279X.37S'M
66607
666113M
6661120M
W6246M
666513M
1" X2.7R X.66O'(e)
E5609
868NfiM
6661121M
666245M
E6E514M
P X3.12V X.500' (9)
66637M
BZI I16M
6661114M
666242M
M515M
1.'2T X3.188' X.266(12)
66641M
6661117M
6681113M
fi66241M
6WS16M
1.2G X2.11'X.125"(18j
69370
WA
WA
WA
666517M
OFFSETCL
NOTES:
81103T8ALUM.
TOPVIEW
- 1)HOLEST0 EE DftILLEO IN THE FIELD FOLLOWING OINENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS SS, 12618 FOR SUGGESTED. APPROXDAATE HOLE LOCATIONS B ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
0:ph endw
VaRic-Qn)
:For Mullion
A
1.825
1' %2 X.125'
Aluminum
Tube Mullion
B
2654
C
0,855
D
1740
A
125
1•X2•X.375'
Aannat rn
Tuee Mullion
B
2.2404
C
0.635
D
0.490
A
1.876
VX27S•X
.375 Aiuminu
B
3.000
C
0.757
Tube Muni.
D
IA18
A
1,312
V X2,75" X
Alumimlm
Tube Munich
B
3.W0
C
1,171
D
O.B36
A
20W
1' %3.125" X
B
2837
,600 Alan
C
0,EES
Tubs Mu11
'
D
II.,-
A
.626
1.26'X3.188'
B
3
.262
X.295' Alum
C
0.662
Tube Mull
0
1.702
12V X2.11'
' A
1.813
A21• Alum
Tuba Mull
PRODUCTREVISED
Bui14in9,eOdawith 1No Florida
NDA-N0. 17-0630.01
Expiration Date 0526/2021
�. No.58705
1.Gfix•.Tao•
..063 1 4 �125
.F
._.
1 ,L
ar;
s 4.p00' IZS 6TANCAPDCUv 2125 2% PNGLC CLIP -
400p• 4.00V 2.625 2.00U" 606}T6 PLUM. 200M
:2S %.SECTION I B063-T&AWM. 6XSECDON r.12S •. LLI
A25 XSECTION
.126• .125- 1
63,E - -
125
CENTER OF ANCHOR HOLE MUST LEMUINrOR THE
125 "I OPSHED BOUNDARY. SEE 6HEET0 fa 20 FORTHE
3TS .3]S ANCHOR 00. MSTANCE. A61%O.IUM. ANCHOR
L -rHOLE DETER ANCHOR OW,IE'ER t/ifi.
wr 1%<X 1t5' 1%4%.3i5 1 1,%4'%Ji5- / 550
NUWON MUWON TNUWON I LUf HFAE TG ,,. 3]6 3 C!
al ALUM 90d3-TB PLUM owal ALUM I 1'3TS 3125—�{_Up¢ATE FiYIP OEE fT^, ,�
t XSeoroia p, LXdECTON %SECTION' R - I- OETALF FMEELI, 1
'i
t -f594' 1AnPa 4�S' 1 C� II ctl 1r: _i 1 '1. /WCHMILE �.E 4,U
iAURLM11V
SHEO
NVO- — - I 1 I I BOUNDARY. SEE I
1 I I I I F I SHEETS IDIi 1
'2B]SM D.C.
t - Q FOR THE F I
1 I i F
1 1 1 I �ICE
'1w 3'�• I 1 I 1 M 1
3.25P 'tar 3250' i I I i 1 p MHORI �
-r1• .if�FA' i7______� , O_____-..� t ANCHOR
OAMBIER•1I1V. L_
EROF
1.2p50'—i' 1.�,]2.500 ' � .BB`20' LCWRHIGim
12SX12SX.IW 12VX3.2SX.624'.. U2J'X 3.94'%.E2P SHEETS%
MULLION MILLION DIVAINGE.i
ON
GOOBTSPLUMCT%JN . 6GTST5AWM. 000STB ALUM D u�'
X-SEX-SECTON XSEOnON
26fi,' 1 BTT� 34�125 MIN.
3]6'
r.12
l
�. � .125 .. 45• / 2.255
O250'45'RAY MULLION I 3250' I
30'BAY MILLION ---
60'SECISLUM. 1 %.SECTION
%SECTON ( r I
.22B'J i-.9B1•-i .T16'l
NOTES:
1) HOLES TO BE DRILLED IN THE FIEL➢ FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
21 SEE SHEEI51C, 11. 1315, 10 d 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2s FOR GENERAL INSTALLATION METHODS.
STANOARDCLIP
.LIE 601
DOE TOPAEW
O.C.
1LE
1OS.
U CLIP
aw6 T6ALUM.
TOFNEW
Taal P r. f.nNT
Oimentlpn
Value pn)
Por61Wli9n:
Wmenalan
Valuelln)
For Mu
AIIaMINm0
ibhe Obn0
.25'
1.2 X.62V0 baiilnN
tall M.umI
TuSe MulllcnF
2.6B0
3.000
340T
I.X4'X5
Tp2edT
5
ffiAM
L25-X3G4•G
X.B24'H
g1MnMumI�J.a:9
T .Mily"E.•'
O]5T3TS
2.430AIMNnum0
2250
12SXI` SIl
Alarvwn
Tube MO9'On
=Ba MNOTW%Aw
H
1.500
5
45'B1 MW
1
3.250
NO OlmolMpn
(e5eetel
PGTPatle
MON..
SM. allp
Offilldou'l
a4up
pnaMGIID
0)
69384
Bfi01i1M
6661122M11
60324110
fififi5lam
1'%C X.31S (17
60fi10
990112M
6561129M
fi65212M
660519M
i'%4'%.374T111)
I.WX3.25'XdO0YR31
,.2SX3,WX.62P(14)
Sam
20lffl=12
20101=315
ball
0il
666112MM
6E611SSM
NSIl4M
NOI125M
868L2M
6ES2410M
0602411M
M6S19M
5665115N
Semi am
L2S %3.B6'%.e1A'(151
A1ea
M1117M
6601126M
OW241M
W6517M
SO Oeame(19)
SI
WA
WA
WA
BBBSIfaM
450�rte (A)
ea693
WA
WA
WA
685511114
PRODUCT REVISED
11%05 CDmpl&91 WIN i FInNUa
E1n9 GJ ,T-0630.01
NOA Np.
No. 58705
n 1r
TABLEE
K
MWLOIpLenaln
4 Isneet dl. ;n
PGT Partd
EA illon , :5W, CIIv. U7 Ilp
An9le Clip-
2i1 X41X 25' (18J
�6fifi02
66b261M
668271M
6665112M
V X6 X.25' (17)
6B604
666262MI
1 665277
6605113M
. r
A
STANDARD CLIP
6WB TBALUM
2.000^ II XSECTION
NOTES.
125•
1) HOLES TO BE DRILLED IN THE FIELD FOLLDW WG
DIMENSIONAL RESTRICTIONS GN ON THIS SHEET.
2) SEE SHEETS 16-17 FOR SUGGESTED, PPPROXIMATE
HOLE LOCATIONS.—1.400"
3) SEE SHEETS 24 FORGENERAL INSTALLATION METHODS 5.500---I
CUFHERETO
2.m. -��I R.A FQ I 3/S
�� 2000 v LF JTS MIN. SIa:ET4�F MW.
—.
4.000' —II_ S436•
_
sfio' X%TGALUM
MULLION
1
X-SECTION 1 �
1
STANT6ALUM.
CENIEROF-.111 HOLEMUST LIE B60ST6ALUM
.250" WDHIN IHE OASH6L BOUNDARY. SEE TOFVIEW
SHEETS 16-17 FORTHEANCHOR O C.
DISTANCE MAX'MUMANCHOR HOLE
pIM1ETER:ANCNOP DWAETER+IH6'.
5.500'
cREATEF4ro
,M3'^� sEE DETA
M ,P (-MIN.
1'
B.aoo• c—
Y X6•Xb'
MULLION
%-SECTION
I
I
I`
1
I
I
i
I
I
_'
�
1-
I .
I
I
I
I
I
I
I
I
I
I
I
I
1
I
_
T
I
I
I
I
_ —
I
I
I
I
I
_ 4.688•
5,4
1
I
STANDARDCMc
B TEALUM
TOP NEW
1.4w— '
L}CUP
60, 4T0ALUM.
MEO FORT X 0• MULLION SHEET 17
TOP EW
,7B
,.
ALUM.
ALUM
BCB 5 A
nln
E
XSEGDON
0
2%S PNMUMI Q
CENTER OFC.
ANCHORHOLEMUSTLBE 6C63T0 PLUM. ¢ R Z y to
SHEEN TS 16-17 FCR THE
UN ANCHOR
ORO,EE TOPVIEN u � p
DISTANCE MAXIMUM ANCHOR HOLE O o 1
DIAMEFERANCFORDIAMETEF IB'. PRODUCT REVISED
pI&Y291 with the Florida
DMRdIPd Dude
I-- 5Aoc HoA .. 11-0030.01
�XF E pintion DatapSaW2021
MIN.
By
f
--------"'----1 Miam' ePmtluq ontral
I
I
I I
I I
E i I
WANGLECUP
em6 T6auw
TOPVIEW
* : No. W05 .
ER, P.E.
58705
EXAMPLEI SINGLE VERTICAL MULLION THESUILDING SUBSTRATE IS KNOWN TOM WOOD ON ALL FOUR SIDES. WE WINUOWMIAE DEPTH IS2-114'.THE OPENING REWIRES ADESIGN FREE SURE OF LN.BL0.0 PSF.
iROAroiwFEPB 1L �j `R1)INITIALLi•pSSUMINGTLTAT AP WIVE NULLION}S SUITABLE THE MULLION LENGTH IS T2"ANDTHEOPEM1ING WIDTF11532.22+1•=6.S RFFERENCWGSHEET25.-THECOLUMN USING'
-"'`T J RECTMWURLOADINC NUSPBE DSED`SCANTiEMUWON TARLESFORAMULLIONTHATi6 ARLEASTYHE VANCOWfRNMEOEPTHO 2-1N ANO T"MLL4EET0A IXCEEG THE PEODULEO.
'f2`- A MCTNGULAR REOW+BO.OIEO.DI]MI.THE TABLE DOEGNOi SHOW THE EXACT 5f1fiV5ETHE NEXT LPRC£RSIZE AVAIL4�LE ,'T 1 y
' sEE'n'+"- ..SEE 'L`�'T V�Uy �'�?:FROMTABLE3A SHEEY'T NE{;X2.]5'X a7S"MULL�On1LENGTH.S2`OPENING WDTi;]J°}P/EETS THE etivTH REOUIREO,hOwEVERTHE0E51GNPRESSVREIS,�/d0:3 PSF ANOYJl1UC0",
FBRESmv. 3ETAI15, NOT BE SUITABLE FOR THIS APPLICATION.
PRODUCTS SHEM
•FPRINu\ 2d FROM TABLE 4ASHEET 8, THE 1° X 275' XR50' MULUON(LENGTH 72, OPENING WIDTH=701 HAS A DESIGN PRESSURE OFH-72.7 PGA WHICH EXCEEDS THE REQUIREMENTS FOR THE
h. QPENING AND MAY BE USED IN THIS APPLICATION, NOTE ME ANCHOR CAPACITY REQUIRED OF SM LLS.
Lj EN ry 2) USE TABLE IB TO FIND MEMCHOR TYPE ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHEWOOD SUOLTiAM BOTH THE STMIlARDWPWITH(4)912MC10RSMOWE2X5
MGLECUPSWITH(4)Al2 ANCHORS HAVEACAPAC .OF 685 LBS:THOMH EIMIRIONE COULD BE USED, THE STANDARB CLIP IS EASIER TO INSTALL
�/ DBI¢u15, 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THELOWER DESIGN PRESSURE, OF MJWONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRE THAT THERON THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
�2- INSTALLATION SPECIFICATIONS INFO RESPECTIVE SURSTRATES AND FENESTRATON PRODUCTS TO MULLION.
INTHIS EXAMPLE, THE DESIGN Pkt EVRP_R OL.REC WAS'b^ '(HE CftPALL MULLION SYSTEM WAS DETERMINED TO BE TZ] PSF WIN MMICHORZAPACITYCA WOLF.ALTERNATIVELY
T -1'"1 x(IM'OIW WWIPDOT SIL`lP r'" -"THE ANCHOR CAPACFTVALJJUSTMEMFCRMULACOULO\IAUEBEENUSEOTO CALLULATEiHEANCHORCAPACRY PEQVIRED FORTNE E%ACf DESIGN PPESSUREOGSOPSF. '
{--�� fi8fi LSS �-
(BUPSF)X 552D9 L86P(MAV BUSED TO QUALIFY#tOSTE$SCREWS FRONTPBLE 48) __ _Yv-'
lL.--��OP[I JC x®-x TZTFSF 1 � i. 4
•TREBUIL9I.6SUPS•VAR, IS KNOWN TO BE(AAUONTHE JAMBS MO(IS#$ ACbNO(LRE HEADEh AAOSlLL THE WINDOW FRAME DEPTH IS23G THE OPENING REQUIRES
j T DESIGN PRESSURE OF+50.O1590 PSF,
FOR WE VERTCM MULLION:
1) INR W.LY ASSUMING THAT P WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3T+7Y+I'-IW AND THE OPENING WIDTH IS 36.35•M=77. REFERENCING SHEET 25.
LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THEWINDOW FRAME DEPTH OF 2316' AND WILL
THE COLUMN USING RECTANGULAR
MEET OR EXOEED WE REWIRED DESIGN FRESSURE OF+N.OF55.O PSF. 15 ME TABLE DOES NOT SHOW ME E)WCT SIZE, WE ME NEXT LARGER52E AW ABLE.
EXAmPIE 2: MULTIPLE MULLIONS
FROM TABLE 3A, SHEET 7, THE P%2A5'X.3)5'MULLION (LENGTH .105', OPENING WON =80'J WETS ME DEPTH REQUIRED, HOWEYERTHE DESIGN PRESSURE IS N-151 PSF
sEEOtiAlls,
- RuuwSTX—it-- SHEETs]i
MD WOULD NOT BE SUITABLE FOR THISAPPIJCATON.
FROM TABLE iZA. SHEET 10.THE 2•X4•X,250' MULLION (LENGTH- 108'. OPENING WIDTH NJ HAS A DESIGN PRESSURE OF Y PSF WHICH [DIGRESS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACRV REWIRED OF 971 LBS,
BECAUSE ITISNO'NHNOWNTHATTHE MMUONWILLADD 2'TOTREW'IDTHOFTHEMULLED UNIT,TIEADJUSTEDOPENINOWIDMISW+36'+T•74', NOT7YMPRENIOUSLY
3T FE4£STMTIW OEFEE
ASSUMED. VERIFYTHAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATNELY,ME WINDOW WBlT13 MAY 3E REDUCED TO MAIIRNN
Ptbp00I5 SHEETS
APFROv x�
THE7,F DIMENSION
_
Ills-
2) USE TABLE 123 TO FIND ME ANCHOR TYPE, ANCHOR QUAINT"AND CLIP TYPE REQUIRED FOR NE CONCRETE SW TWTE. IN EXNWLE ASSUME WE POURED
CONCRETE HEADER AND SILL ME V WOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN TIE 8', CARE MUST BE TPKEN TO MANTAN WE FASTENERS EDGE DISTANCE
vER IOW I
AO
WITH EDGEDISTANCEOF2-12•GNESM ANCHM CAPACITY OF 1050 LES WHICH IS GREATER. AND
USING ESTAWDBLE
rnU
- SEE - SEE
THERERE FORTHREQUIRED
-.WH DEALS. MTNLE.
BIIFETs stl[ETa
FOR THE HORIZONTAL MULLIONS:
DPENINe
HEIGHT
BECAUSE THE VERTICAL MULL WILL BE A2-X 4• X.2W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, MOTHER
FM /
HORZ
MULLON TYPE COMO BE CHOSEN.
LENGTTITS%YANDTHEOPB:ITSv HEIGHT IS 32"+T!'•2'=106': REFERENGNGSY.EET.TS,dHECOLUMN USWGTRAPFZOIOAIrtRIMGLWILOP➢WGMAY BE
./� :'::''�`
1)TIE MULLKIN
USED. SHEET1G,THETX4•%.USEDMULLION(PFLENGTH= 4Y,E RE OF WTD.O PSFYI11d1 EXCEEDSTHE
THEMHORT=1207HRS UIRMV 621U
REQUIREMENTS FIXTTHEOFENING MO MAY BE USED W THIS APPDfATON. NOTE 1HEANCHOR G4PACIIYREOUIRED OF621 LE.
REQUIREMENTS TH
ff
ANCHOR TYPE, MCHOR QUANTITY ANO CLIP TYPE REQUIRED FORTHE CMU SUBSTRATE.IN THIS E%ANPLE, ASSUME THE CMU JAMBS ARE B'
DEIMGB,
SHEETS
2) USE TABLE LIB TO FIND THE
WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE V, CARE MUST BE TAKEN TO MAINTNN TIE FASTENER'S EDGE DISTANCE. USING ME ZX5 ANGLE CLIPS WITH
23
(4)Y16' ULTRACON ANCHORS ATM EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF MO LBS WHICH IS GREATER, ANDMEREFORESUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
II� 3Y,Ha61L �� 35•.NOJI
4) FOR THE UCLJP IN THE HORIZONTAL MILLION TO VERTICAL VJWGN.USEE THE SAME ANCHOR CAPACITY OF 521 LW.TABLE IN FOR ME L-cuP SHOWS THE ANCHOR
FOR THE REQUIRED ANCHOR CAFAUTY REQUIREMENT OF SLi LEE. WE
NIRLtENGN MuulENaw�
CAPACRY IS 1074 LBS WHEN USING 3ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,
1I—OIfMNsmvM FOvvEBDfILu&1—�
ANCHOR TYPE IS A 012 STEEL SCREW.
FROM ME ABOVE STEPS, OUR MU WON DESIGN PRESSURE IS:
+1- 1.7 PSF FROM THE VERTCM MULLION:
♦1-1700 PSF FROM THE 36• HORIZONTAL MULLION ATTACHING CUU:
+A170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TOME VERTCM MULLION 01,lER5ECT10N).
THE LOWEST DESIGN PRESSURE IS+184A PSF AND WOULD APPLY TO ALL OF THE MUUJMS -
VERIFY WE DESIGN PRESSURE OF ME FENESTRATON PRODUCTS USED WIN THIS MULLION SYSTEM. WE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
`
PRODUCTS, WLL"PLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REWIRES THAT THE BOTH WE MULLION AND THE FENESTRATION PRODUCT Be INSTALLED IN
ACCORDANCE WITH THE INSTALLATON SPECIRGATION9 INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON.
RY
PRODUCT REVISED
lyyan9 IN (IIa PIotlW
Building G tle
NDA-Ne. 77-0630.01
Ezpi-UPn Da• 05@6l202'1
sy
ml.m a Pmduct Contmi
* IN0.58Z05
-.:. EXAMPLES OF TRAPEZOIOAMRANGULARLOAGING _
Y
E%AMFCEg OF RECTANGULM LOA]INO.
- _
_ _
=
tom__
r
CLOAOINGbFY'R➢CALMULLION ' LBADINOOFVERTN;AL MUWON ".
SILLGFWINDOWSNOTANCHOREO VYITH INTERSECTING HIXtIZONTPLMULL10N5
Iri
P'4
/I
/I
PANEL OF
LOP➢Irv(i of v[RnGAL Muwory
\\I LOPDINOOF HOROR IZONTAL MUWON LOADING OF HUWT.OMAL MULLION
■
I
I
pW
I
i PW
SGG
LOADIYGCFHORROWAL
MULLION
PW
H-
W
N
D0
�
o
K
Z
a
O
Rg
¢
Z
O
a
�
�
O�
q
4
PRODUCT REVISED
pigs `rig the FloHaa
CC
NO". 17-0630.01
NOA No.
Gptretbn Date 05/2612021
LOPOING
OFHORIZONTAL
Mla eWe po! op4o
M.UWON
NOTES:
t)DRAWINGSARE
RERESENTATIONSOi TYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOW N
MAY BE E%TTLTPOIATRD FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
BE DETERMINED. USE
RECTANGULAR LOAD NG.
3) SEE PRODUCTSAPPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
ND. 53T05
SCANNED
' BY
SY. Lucie Co
unty
MIAMI•D E ME MIAM1-DADS COUNTY
s PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMWISTRATION DMSION T (786) 315-2590 F (786) 3 L5-2599
www.miamidade.¢ov/economv
PGT Industries, Inc.
1076Technology Drive r .,"i
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
U,av�ng Jurisdiction (AHJ).
'{,h1,yy-,1gOA shall not be valid after the expiration date stated below.. The Miami —Dade County Product
Cpnii61 Section (In Miami Dade County).and/or the AHJ,(in areas other than Miami —Dade County) reserve
the ht to have this prnc4ucti2orirnaterial tested for quality assurance purposes. If this product or material
fis�,to perform in the accepted3 manner, the manufacturer will incur the expense of such testing and the AHJ
may; immediately revoke mo iry; or suspend the use of such product or material within their jurisdiction.
,R,reserves the right to revoke this acceptance, if it is determined by` viiami Dade County Product Control
Section that this productor mat�ial fails to meet the requirements of th@ applicable build ng coda.
°his product is approved erem, an as comply with the Florida Building
cludin igh'VelocityHurricaneZone.
ON: Series" `Pb�d-',01/720/820" Aluminum Fixed Window - L.M.I.
IV DOCUMIIE IT. Drawing No. MD-720-820.1, titled "Feed nstallation Guidelines",
through 1 o ;; a e . wi revision ated 06/06/17, prepared by manufacturer, signed
:d by Anthony Lymi Miller, P.E., bearing the Miami -Dade Carty Product Control Revision stamp
Notice of Acceptance _n expiration date e i de. County Product Control
Q E 11VLPAC AFIIW.,: Large and Small Missile Impact Resistant
LING: Each f"sla}I bear a permanent label with the manifasfn rs name or logo, city, state,
;cries, and following eta meiamr- a e tnty Product;Control Approved", unless otherwise
erein.5r
WAL of this NOA'sha11 %e considered after a renewal application has been filed and there has been
ige in the applicalile'bubing code negatively affecting the performance of this product.
QNATION of this NOA will occur, after the expiration date or if there has been a revision or change
naterials; use, andlor manufacture of the product or process. Misuse of this NOA as an endorsement
product, for sales; advertising or any other purposes shall automatically terminate this NOA. Failure
rly with any sectiori'ofhis�NOA shall because for termination and removal of NOA.
RTISEMENT: T1e 1A number preceded by the words' Miami -Dade County, Florida, and
d by the expiration`dat may be displayed in advertising literature. If any portion of the NOA is
ed, then it shall be4&4-isits entirety.
CTION: A copy "of thi's entire NOA shall be provided to the user by the manufacturer or its
tors and shall be a%Ilabe.for inspection at the job site at the request of the Building Official.
9A revises NOA4.16-Q629.14 and ;,onsists of this page 1 and evidence pages E-1, E-2 and E-3, as
approval documeiififiei tinned above. 11,
emitted documenfationiwas reviewed by Jorge M. Plasencia, P
2
NOA No. 17-0614.11
- - Expiration Date: February 19, 2019
/JlpC"lti
Approval Date: October 12, 2017
4-
Page 1
c'SG-IF( +r
` r i
RG'TSIndustries. Inc.
NOTICE OF -ACCEPTANCE: EVIDENCE
'DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted u*tderNOA No. 03-II05.0I)
2. Drawing No.:•MD-720-820.1, titled "Fixed Window.installation Guidelines", sheets 1
through 41 of'11, dated 04/12/13, with revision dated 06/06/17, prepared by
- manufactii'rer_ signed and sealed by Anthony Lynn Miller, P.E.
tTESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
-6 7 L M' '1 I t T t FB'f' TA'Snl 94
) arge Issl a mpac es per 4 -
3-) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC ftxad'Window and�an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,`- Duraseal®:spacer system, Super Spacer® NXTTM spacer system and XL
EdgC` s`p'Aic& system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test": *4rts No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07,116 lindc0(V02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submieleif &Herprevious NOA No.16-0629.14) '
Test reports on: 1) Air Infiltration Test, per FBC, TICS 202-94
2) Uniform Static Air Pressure Test_, Loading per FBC, TAS 202-941
:.) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading pei FBC, TAS 203-94
' '6) Forced Entry Test, per FBC 24113.2.1, and TAS 202-94
along with'ni kdd-up drawings and installation diagram of an aluminum fixed
window,y, ep`are'd` by Fenestration Testing Laboratory; Inc., Test Report No.
FTL-721-2; e''d'03/2l/13; signed and sealed by Malin D. Brinson, P.E.
(Submufetd under NOA No.13-0502.03) U
Test repo1) Air Infiltration Test, per FBC, TAS 202-94
z ra 2) Uniform Static Air Pressure Test, toadir-g 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
along with-in3:Ite'd-up drawings and installation diagram of an aluminum fixed
window, ,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835.and F'1I: 3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed'riy'7o'sgh
(Submitted untCei
Chan, P.E.
VA No. 03-1105.01)
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
PGTlndustries, Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'
Edition (2014) and FBC-6'h Edition (2017), dated 09/15/17, prepared by
manufacturer,.signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D:. „ .'QUALITY ASSURXNCE
-' I. Mianv-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
r . J. Notice dF�Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
r "TrosifolD.Ultraelear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
C.
-2.
3.
expiring 6Y07/08/19.
Notice'of,-Au6ptance No:.14'-0916.11 issued to Kl xdi•ay America, Inc. for their
"SentryG�l`'aka (t"lear and White) Glass Interlayerl".dated 06/25/15, expiring on
07/04/18 -' •'";
t;
TREMCO'Paft No. TR-14271E EPDM exterior glazing gasket complying with the
ASTM'064 Specification for Dense Elastomeric Compression Seal Gaskets,
Sett zg'BMcks, and Spacers with Option lI exceptions.
ASTM'D442'Standard Test Methods for Vulcanized Rubber and Thermoplastic
ElastomerSLITension of 1600 PSI.
AST.Ab345B Test Methods for Rubber Property —Compression Set for 22 HRS
''�
Method for Tear Strength of Conventional Vulcanized Rubber
Elastomers of 143 lb/ in. _,
:1
7.i P
Jorge M. Plasencia, P.E.
P uct Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
9 '
PGT Industries, Inc. ,
i
NOTICE OF ACCEPTANCE: EVIDENCR SUBMITTED
F. I.STATEMENTS '
1. Statement, letter of conformance to FBC-5` Edition (2014) and FBC-0 Edition
(2017), date'd,08/29117, issued by manufacturer, signed and seated by Anthony Lynn
Miller, P.E: '
2. Statement ;letter- of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
-3. ProposalNo. -16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
'4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Ctanda; P.E.
5. Laboratory; compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitkd under previous NOA No. 13-0502.03)
6. Laboratory. cdupliance letter for Test Reports Nor FTL-3835 and FTL-3850, dated
07/18/031aidd?%91/03 respectively, all signed and seaed by Joseph C. Chan, P.E.
(Submirtdd under NOA No. 03-1105.01)
G. 'OTHERS a
r .1. Notice of•A6APtance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/82VIAiuminum Fixed Window— L.M.I." approved on 08/04/16 and expiring
on 02/19/19 1.1: =`
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
NOTESi SERIES720/820 IMPACT -RESISTANT.
'FI%ED-WINDOW. k „ f d • � L 'l.}- +,=1cT'
.l' r
UCTHASFTH FLOGNED&ILDING ODE. WCLUOING j -
'IYHURIC THEFLORIOABWLOING CODE, INCLUOINGTHE .{ d&TIPTO-TIPWIDT - - 48 -
IYHURRICPNEZONE(HW12): - 4- aB^BUCK WOiH
47' BUCK WIDTH
PRE NOT REWMED MENU SED IN WIND-BOIIN DE IG g4.1(d'VISIBLE 451/4 VISIBLE
R INSOLATED IIE(AP)NUUMMPENSABOVE3B'MTu'v III --v Mcry +, 1LNM'LYIOTH
JTBOAPO LRE(CAP)MGSTTE0IPEREO. 6' MAX
� I S j I—C, SHEET
OE9GN PPEBSURE RAPNG
"LMPACT RATNG
* ARIES,.
SEE SHEETS 2,--5•�,.
` RATEDFORILARGE&SMALL
MISSILE IMPACT RESISTANCE
r __
48' BUCK WIDTH
4S1/A'V61BLE
LIGHT WIDTH
2•MAX
I U C 1 E SHEE B 16, anaeln
A SHEETI. f NEEi9 G. HEBT9
SHE
BUC 1ETi
HEI } I HEIGHT
_ L_ ' EIGHT I T I 91114'
T VI IB LI, I- 93114 it +i VISIBLE
I^OE, S I� I '? VISTBLE ,i �_ HE GHTI
1 If IT 9� ( L 9{}III HE GHY T / BUCK
-IIIEIIIII- TIT
II 6"OE, J I HEIGN
SEAIINCVF:ON SHAL.B nmw 6YOTH...........p...
OF7HZZNS SHALLBEGONE BV OTHERS P.IDSBEYONDTHE
DIFTHESE INSTRUCTIONS. 1 I 1 1 t
b)MPX 114•SHI!AS PAEPEOUIREO AT EACH ANCHOR LOCARIX4 VM O-..j IIr .2. MPJL O.L'. YLWC� H. SHEET
SHEET }}ryHEPRODUCT IS NOTFLUSHTOTHESUBSTRATE.USESMNSGnPA9LE I 6' F"--
OFTPANSFERRINOAPFLIEOLOADS.WOODBUCKS.BV OTHERS, MUST I-+B-.-{ F-- IY .C•.G SHEETT SMALL O.C.
92SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOEEOONTHEMBY 6' SHEETS
THEwNDOW. _ FLA RAMS TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
7) DESIGN PRESSURES: ELEVATION CrESTED UNIT ELEVATION (TESTED UNITI (TESTED UNIT)
A NEGATIVE DESIGN LOADS BASED ON GTRULTUPFL/CYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE I: 1-\
STPULTUMLr GYLIE TEST PRESSURE, FRAME PNPlYSISANO GLA55 12'OA, SHAPES AS SHOWN SELOWORSIMILAR, MAY BE USED BYINSCRIBINOTHE SHAPE INABLOCK
PER ASTM E130D. OMIHETABLE4ON SHEETS 35
C, DESIGN LOADS ARE BASED CN ALLOWAS.E STRESS DESIGN,ASD.
9)THEPNLNORAOE METHO05 SHOWN H W BEEN DESIONEO TO
_.-�.............ne nneoem W!11MC Tn THIS REQUIRED DESIGN
9)REFERENCES: TEST REPORTS FTLJ035. 3550&T212, ELCO
ULTNACON NOA; ELCO GRETEFLEX NOA: ANSVAFWA NDS FOR
WOOD CONSTRIICIIQN AND ALUMINUM DESIGN MANUAL.
10)THE 720 SERIES USES A PVB IWERLAYER. ME 820 SERIES
USES AN SG INTERLAYER. THE T20 AND WO SERIES MAY ALSO BE
REFERRED AS THE 701 SERIES.
CODES/ STANDARDS USED:
.207 FLORIDA BUILDING CODE (ABC). BTH EDITION
.E014FLORIDASUILDIN COBE(FBC).5TH EORION
.ASTME130009
.MSIIAF&PA NCS.2GIS FOR WOOD CONMUCTION
.ALUMINUM DESIGN MANUAL. ADM-2N5
.ATSI SIM12
.WC360-10
ti
1AT
BET
MpX pN006TAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FIR
ANCHOR SPACING TO BE V MAX FROM CORNERS AND 12' D C. MAX. FOR ALL CURVED FRAME.
MEMBERS, SEE FIGURE I, THIS SHEET.
Ir O.C. !--WIDTHS F— WIDTH � F--WiOTH-i F-- WIDTH
T 7 r T r— r
7.
Ni
MAX
-+-I I— WIDTH -H F— WIDTH -""I
TAB E
ryR
R
D7cEp5nn
steel
9
L
Leml I6'An-.BBC H9
3
]
Vv-Via
TI1S•LaM tE HS-.09P PVB-&1B'N9
WIT
3
1-1118'IAml.p L16'?-i116'AI-&H6'M-.09Y PVB-3116'H9
2
4
1-1116'LanL IG 15-6-7it6'Art-Y16 HG-.O9P PVB-3118'H9
6
>/t6'Len03116'An•.DBP SO-M1C An
S
]I18'tAM 1fi'HS-.WO'SG-9.%I
6
]
1-1116'bmLG Mt6':-T/tS'AIT-116'M-.090'sG-3116'An
4
B
1.1/iT O.IS 16-T-?/18"AV-3110'HS-.O6G'BO-Y1B'HS
4
r (��W 1 1 1L— J 1L J
Y--WIDTH Imo- MOTH --i F— WIDTH -•i F« WIDTH -i
tc
w
'SG'='KURARAY sENRYGLAS INERL4RPRAYA
V'='KUPMAY ROSIFOLnPVB IM1TERLIYER'BYKURAPAYANIEPUCA,INC.
1I
1t
PRODUCT REVISED
Iladpl'I . WI0 N. Dadd.
lv9 coB. NOAlN.. 17-0614.11
E pimHonpW0209/2019
FBC 2017.
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Window Design pressu I (4F k for Glass Type f { x+' -
�'rt - -. _. ...r?..- •^ ^.r . 1^+.-.�? 5 ,..1/1F AMINA-ED �jj
f __ Laa Pn
j }N� Bl ]R •R2 ,a.. I6 d00 BI ".., 88 52 95 aat90-. tOd 0 .42 .GLASS STACK
+IRO NR0 N00 +IRO I40 .IR) +. 1R0 -la .IRO +100
_32 .IRO' NRO .IRO ISO +I-00 +IM NR0 .IRO .IRO .I 80 090 PVB INTER'
+IR +'-so +/.80 +/80 .IRo +1811 +IRO .IRO +I.790 +l-T A 3116•HE".TSTRENG ENEDGLASS
3fi+F00 +180 •1.80 .180 +/80 78o +l-]9] al.]]2 rlRit +l-T3.6 rLM2 3116' ANNEALED GLASS
•I NRO NRD, +/b0. .I80 .'-701 +1252 +1225 N403 NR85 +Ibi3
CO .IRO .IRO' !!RO H-ffiB +L]].2 +I-]4 +t.)13 +IRT.9 +/R5.1 .Ib3.A Nbt.6 4 11
-42 NRO +IRO HRp N.}],4 +Id03 +1-T1.9 +IR03 NAA> +lbt6 +L598 N 2 USED AT CURVED
44 1.80 HRD NA8.9. 1.I-]Id •fd21 +/.549 a7R N822 Hb9.i +LSLS FRANEMEMOMSONLY
45 +, IRO ITT2 I-03.0 IT91 .Ib00 Ib35 /-003 .IST.i 29 N8 (� LONO SIpE
49 +180 116.3 1750 1.71.9 IR83 +Ib49 rbt. I ®1h]IB O.C.MA% GLASS SITE r
50 •RO III.S /I41 L]80 IbOT .I631 N59.T 1
52 . _ �/]91 U]50.. IT24 N18.0 Iffi1 NRt5 _ _ - , SHORT,
'.54 -NA9 LIm.0:- IT06 +14T.3 I-0i5 •-1''i e) L TE%IERIOR'.: !l iT yal '_I .
050 -rl Tia I-Y2 IR88 HR5a ..I 20 13 L b
/beg J' - 41
--.}t
6p -. •r]2] r. +Tbi _ __ :.' tl' GLASS TYPErt I Mllll 11 1
62 N T12 1.6I t _ . •+ ` LONGSIDE --{ 1
Bfi HEfl3 �-
0
710 •IE>
SHORT &
_ s1D N
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
E 3: HORIZONTALLY AS SHOWN.
Window Design Pressure (4b, psfl for Glass Type 3
Lm961de 6n1
W-718
R
i6
04
88
92
66
100
104
10140
30
32.
34
tl.e0
+1b0
NRO
+I-00
.IRO
.)AO
+IRO
.1RU
+IRO
14
.rRO
+IRO
.IRO
H80
.R9
Mn
+/R9
./A0
-qzM
.IRS
N.PO
+eRO
+IRO
q'M
NRO
.IRO
*IRO
+IRO
+IRO
r/R9
.r40
4-0
NM
TEMP
36
30
40
92
TI
+ISO
+IRO
HRO
+IdO
+IRS
+IRO
rlbp
.IRO
r/RO
./RO
IRO
•IRO
+199
+IRS
IRO
+I80
N80
Nm
180
HRU
+IRO
NAo
NRO
./&1
-im
NA9
j
/-
+IRO
jzE
NA9
+1-]9i
!]31
+rb9
+I-794
+I-735
NRO
+LAST
+M9
I-009
NR0
..1d9
+I-09
+1 .2
wig
]I
H
+IbO
NRO
Ib0
IRO
IRO
+l 170
174.1
R93
1-AUS
N8T5
Ib39
q0
+IRO
+IRO
IRO
IRO
1I92
+IT59
I -Ill
IReI
+/8 i
$
qG
y
40
O
• +TRO
IRS_
-0RO
+IR
I
)RO
I
•y'4
I712
l75
a1T33
+013
Ib9.5
67.5::
I450
USEDATG RVE
`FRAME MEIIGFAS DNL'1
11-TTO O
- 52
NRO
NRO ^
180
. u
.IRD
.IRO
na.fi
v-Te
An.e
56
.IRO
NRD
.l.n s
N-T36
ExrE
50
80
+IRO
+I-P.8
+4]35
82
+IRO
a
.1-T8.0
.....
*I-I4
-
W
+l-]]2
BT-110
+1-i49
PP-T0.TiP DIMENSION TO DETERMI%THE BUCK DIMENSION.
311MENSION.
3LE ABOVE WHICH THE OVEMLL DIMENSIONS COMPLETELYM WITHIN.
1-1/1 NOM. y.��I 711VI-AMINATED
GLASS STACK J � GLASS STACK
311EHEAT
EREO GLASS STRENGTHENED GLASS
3116-ANNEALED 01
t0"AIRSPACE O�.p� �,, SHORT
I11 NTERLAYER SIDE
5
MAX,.>r`%'GIji1SS91TE,b.ud
LONI
SIDE
ftIORis) 21 13GLASS TYPE 3
SIDE
NO CHANGES THIS SHEET
P
) I
I,
a O
oe w N
¢ c '�w alm R
gF F. LU
zLLm ::J d
SH w
u rWjd �a 9
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tnnnONAL BN,.�•
nt311
A. LYNN MILLER, P.E.
PEA U70
T+p.,
u
13"i9n Pressure (Rh PsfffoTGlass.T/pes-
y,LInd.
2rt
.. J
RO t20 12B 132 fID - tJ0_ 1
fih118 ]2 78 DD ea 88 92
96 - 100 9 100- 109... .Ye 118
.IRO
+IRO +IRO +180 N80 +180 aI80
a1-80 ,I80 a180 a180 ,IRO aIBO HeO NRO +/R3 +601 +IEO +LRI
30
+L80
+180 Ndp +IRO. +/-00
+ISO +/-00 ab,, ,/RO .1R0 ,IRO N.80 HRO ./81 +180 +180 ,IRO ^IRO
32
*LBp +1-80 +I-0O
+ISO +180 +IRO
•l80 q8U +IRO +/RO +I40 N80. NSO .IRD ,lam a1-80
N
+IRO ,80 .IRO +IRO
+180 +IRO
+/A0 +180 +180 .140 N80 +180 + +IRO +Im ,IN
.38
%
H80 NRO a/-80 q80 •I80
N20 +F80 N-80 +180 H80 HRO .IRO
0.80 +180 a/8o ^IRO qR0 N80 +IRO
b
+180
a/.g0
NRO
HRO
+180
N80
080
.+80
V80
•180
+lN
+IRO
dR
NRO
+IRO
+/89
.+180
N80
a18D
atm
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,IRO
.LBO
,LBO
m
NRo
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NaD
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,/Ro
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NRo
aeo
W
+IRO
7180
N.00
./RO
+i80
+IRO
H-00
+MO
.180
�
w
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.Iao
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. +IRo_
.:. IRO:
+ISO
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t-:i'
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-
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.8p.�.
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xr-la3
---
DD
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I
Nrn
81.118
+180
40
)TES:
BUCKDIMENSIONSSF
FOR SIZES NOT SHOW
FORARCHITECTURAL
ION TD DETERMINE THE BUCK DIMENSION.
THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN,
1-1I16'NOM.
GUSS STACK
VITLAMINATED -J
-
GLASS STACK
.090°PVBIMERLAYER 3/10" TEMPERED GLASS
WW HEAT STRENGTHENED GLASS
3118°HEAT
STRENGTHENED GLASS 711TAIRSPAGI
4
61
5
USED AT CURVED
- FRAME MEMBERS ONLY 2B '�
®11-AB'.O.C. MAX..
USEOATCURVEO
8l8' .,, FRAMEMEMBEA54NLY 2-
GL455 BRE •. ... '@11.T18-OO:MAK �_
13
EXTERIOR
EXTERIOR
0 20
13 a sre
GLASS TYPE 2
TABLE DIMENSIONS MAY BE
ORIENTEDVI LAMINATED ORIENTED VERTICALLY OR
GLASS STACK HORIZONTALLY AB SHOWN.
-31IF HEAT STRENGTHENED GLASS LONG
BB
3116 HEAT STRENGTHENED GLASS LONG SIGE
��.09P' PVB INTERIAVER T
SHORT
SIDE
S10° - . SIOE
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2-10 x.131' Cart. Nall
P.T. SWBWn PbI G=0.56
3/F
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ORFRAMING;SEE _ — > _ _ _ _ _ C
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m
S �L4'MANSHIM - INSTALLATKINNOTE-S. '/ • h '
MMMILADEPDPROVED MULLION' U W3
(SEEL FRAMITE ORSTLUNINUM. 1. USE ONLYPHCHORS USTED ONTHIS SHIFT. FOLLOWEMBEDMENT LL U. 66
STEEL FRAMING OR 6TEELSND.
' SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. Nl1 os=p :aua
INSTALLATION TABLE IO.THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS-IW. ARE BUCKS WHOSE
TYPE J r� TOTALTHICKNESS IS LESS THAN 14M. INWOOD BUCKSAHE OPTIONPL
EOGEDIS.. IFUMCANBEINSTALLEDDIR-CRYTOSOUDMNCRETE. W000
BUCKSDEPICTEDA6'2X'PAEi-IQ'THK'.KORGREATERNST LN ON
—�- TO THE SLISSTRATE OF W00D BUCKS TO PEENGNEEiED SMOTHERS
TYP.ANCHORTYPE.EMBEDMENT ORAB ROYEDBYAUMORITYHAVINGJURISOI N.
EMBEDMENT AND EDGE TRATF, SEE CE TABLE3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE
SUBSTRATE, BEE TABLE 1p, IBIS SHEET
OF ASIZE TO PROVIDE NLL SUPPORT TO THE WNDOW FRAME.
VERTICAL SECTION F-F 4, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOAAPPLIES TOWHOLESYSMW
MnlMal Mb. F, NN. P�
61ed 9omx B2W 1104s1
Yb314AMXrwn teW Elel
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L}. ]15 Stltl 9Yi IS Yd
* No. 68705
ALYNN MRLER.PE
P.EXSBIIS ,
tit r
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,
INSTALLATION
TYPE M
LAI
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WINDOW
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pl�MBE
NOTE 2, THIS SHEETSHITYRMCHORTYPE,EAIBEOMRUI
SHIM
EDGEDISTANCE P
THE SEETYPE SEETABLEII THIS SHEETND
EDGE
DISTANCE PER SUBSTRATE
Ut 1 ;.:=.SEETABlEEDGE
USEDAtwRVED _ DSTANC; If).
29 FRh'.tEU'kiECR..ONLY•= < _� ,
V
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PER ANCHOR
I NOWSUIKWOTHTH= � REQUIREMENT
!'� WWDOWELIGHT IDTH-4'
EXTERIOR
WINDOW BUCK WIDTH
15
INSTALLATION
HORIZONTAL SECTION G-G
TYPE 0
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THISSHEET
TYRANEHMOE, q
�Cq EXTERIOR
B ENEED ENTANPE,
'DISTANCEPERSUBSTRATE.
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mv 2M vml
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TABLEII,THISSHEET - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
IX WOOD SUCKSTRIP, "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
O SEENOTc'3,THISSHEET
WSFPLIARON NOTES:
A. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTMO EDGE DSTAN'CE UNITS.
ZINCED SLICKS DEPICTED ONTHIS BHEETA9.Jr. ARE BUCKS WHOSETOTALTHICKNESS IS LESS THAN I.W. 1X WOOD
BUCKS ME OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOODDUCKS1311WEOPSWARE
+-lXTHICKORGREATERINSTPLLATIONTOTHESUBSTRATEOFWOODBUO(STOBEENGINEEREDBYO MSORAS
EDGE APPROVED BY AUTHORITY HAVING JURISDICTION.
�Y DISTANCE
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF ASUEE TO PROVIDE FULL SUPPORTTO THE
VERTICAL SECTION H-H WINDOW FRAME
4.I1 APPLICABLE, LO'NERDESION PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTE'J.
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Description.;"
Material--
t
I 4253C
I Flanged Frame
Alum 60eST5
2
42115
lEpaPeg Frame
Alum. 60B3-TS
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4255
7116' Leml. Glees Beedng
Al.. 6063-T5
6
42S4
I.G. Glaze BeaGRg
Alum. W63-TS
6,
. 4270
InsM6ation Fastener Coter
Alum. 6063-T5
61,
4224
Inslallation Fastener Cover
Rlgle PVC
10
"-7056BC^s
Gatket (at SO' cwnertoinlc)
Polyethylene
11-
:TP247/i
VI, lBUI6Wea08mh1P"
Flex PVC Dum BSH-1
1713
{ 2—o'
�^71652K `
S40Ipg Black, Moro. Yt V x Vie x 4".
Silzone -'-.
Neoprene 0um 65./-1
2f
71704AK
ISettir, Black, I.G. alto x 13Y3T x 4
Neoprene, Dum.'a5+/-1
?B
k8 x t-1/4' FM SM5
Slainlrss Steel
30
761PDX
i16xTOua4 PH SMS
Stalnless Steel
STRUCTURAL
174' NOkt.
�d
I - �a KCDISPACE I
ner_ TDc
PRODUCT REVISED
as C
cogp an11L tits Fbrlea
1
17 0614.11 -
"aa NfiOcrt=-11-- Ili Eii,imition Data, 02JI 912019
W4 �I J[IIL�I. 06T - WP 062' 074• on BY
�S 1.375. L 1 M1am' mtluct on<rol
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10 p4253C, 6063-T5
I.
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�—y� .asc•
7/16' LAMI.
OGLASS BEADING
94255, 6063-T5
0-
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r
1 �4_ .U57. T I .050'mm'
L12S
OEQUAL-LEG.p7r
il4285, 6063-TS063-TS
3 FIN FRAME
#4266, 606ST5 r .
NO CHANGES THIS SHEET.
316
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V�
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.a5n' .050•�
I.G. GLASS INSTALLATION
OBEADING FASTENER COVER
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WMINUM E6I'NNFOOIRACEMENT pOLYSlF56 OESICCANr FILL AREA
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I
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�,MG1P95
SUPER - 1,�,,. DURASEAUD - 'XL EDGE''o1
7e SPACER®N)cr rr SPACER 18 SPACER 5C o as
* : N. 56705
Part#
Description
Material
75
Kommeding 45G TPS Spacer System
76
Duawx Super Spacer nXr wiN Hot Mee Butyl
See this
Sheet is
77
Guanex Durasem Spacer
Materials
76
Cardinal :k- Edge Spacer
SCANNED
Sri BY
St. Lucie County
K==E
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
';,`,BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
"'NOTICE OF ACCkPTANCE (NOA) w .miamidade.gov/economv
PGy," Industries, Inc.
1070 Technology Drive
..'Npith Venice, FL 34275.
COPE: A.
':This NOA is being issueda'aad'er the applicable rules and regulations, governing the use of construction
1 .� .11 �maf1erials. The docurrtcfitittioh� submitted has been reviewed and accepted by Miami -Dade County RER -
Control Section to lie, used in Miami Dade County and other areas where allowed by the Authority
Ilavng Jurisdiction
rs NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section iami-E reserve
tle right ,�Ve County) and/or the AHJ (in areas other than Miami -Dade County) rese
to have is rqp4t�t;qrj material tested for quality assurance purposes. If this product or material
a s-in performin the accepter manner, the manufacturer will incur the expense of such testing and the AIU
ae iatel rev mod
ify, di6, or suspend the use of such product or material within their jurisdiction.
:
yt
reserves e right to revoke this acce to inc� by Miami -Dade County Product Control
ding code.
s to meet the �c * �,
- ?_ R-W-
h
t=rcin, and has been designeig'
nits or 1
�ediou that this prod or in requirements product.
rove ast' 'scribed to com witht Florida Building
rtrtt
-hisproduct is apip
Ziede-including the Hi 1city Hurricane Zone:
DESCRIPTION: Se I Aluminum Single Hung Window L.M.I.
AWCO)VALDOC JrawingNo. 4040-20, titled "Alum. Single Hung i ow, Impact", sheets I
I rough 11 of 11, dared; 01,05, with revision G dated 06/06/17, pre' y manufacturer, signed and
sealed iryAnthony Lvnn'Millyi, ounly *cduct Control Revision stamp with
&',2ticecfAcceptance �rlrinbe and expiration date e Miami-Dae-.p County Product Control Section'.
E IMPACT RXTR Large and Small Missi Impact Resistant.
"�LING: Each L mi a permanent label * the manufacturer's name or logo, city, state,
L
flibileYseries, and follov-1 my Product Control Approved", unless otherwiseVieZ)
' . 11diberein.
p
M -4WAL of this NOA gilall 8c considered after a renewal application has been filed and there has been
i t, 0, .1.
p6"c�ange in the applicablo'buildiiig code negatively affecting the performance of this product-
IINATION of thig-N has been a revision or change
occur after the expiration date or if
there
use, aii&or�maDufiicturc of the product or process. Misuse of this NOA as an endorsement
�6flfihy' product, for sales, a6ertising or any other purposes shall automatically terminate this NOA. Failure
to. co ply I section 8MI's NOA shall be cause for termination add removal of NOA.
'n i
ADF NT: Tlie"•' CA number preceded by the words Miami -Dade County, Florida, and
oll0 ed by the expiratioP&.; may be displayed in advertising literature. if any portion of the NOA is
i e en it shall bAog :A1 its entirety.
INSPECTION: A copji8> 141s entire NOA shall be provided to ',he user by the manufacturer or its
di,ffibutors and shall be diAil�tlg for inspection at the job site at the request of the Building Official.
ifilsii4OA revises NOA_916- 1 6 7 , 14.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
" - 11-I`1t -1 _r� -_ - - - ____ -
s approval docum8ift Aibki6ped above.
rh&-sidlimitted documenfitibn,,l reviewed by Manuel Perez, P.E.
NOA No. 17-0630.08
ONTY Expiration Date: March 26,2021
Approval Date: November 30, 2017
Page 1
PiGT—industries, Inc.
NOTICE ACCEPTANCE: EVIDENCE SUBMITTED
A:!-` �DRAWViGS
I. Manufactizefs die drawings and sections.
(Sulunifted widerNOA No. 05-1018.01 and 07-0322.06)
2. Drawing'.4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of I l,'dated
"ted p
09101105, writh G dated 06/06/17, prepared by manufacturer,
signed andseated by Anthony Lynn Miller, P.E.
I
IIINUTESTS
Test reports -on: 1) Uniform Static Air Pressure Test, 'Nading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
'3) Cyclic Wind Pressure Loading per FBC, TANS 203-94
along with ntayked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed wnndow aud an aluminum sliding glass door, using: Kodispace 4SG TPS
spacersysti , , brascal" -spacer system, Super Spacer' NXTTM spacer system and XL
Edg'e`r�' sf)k9l system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Tesf'1g%j;1;r1s No. YfL-8717, FTL8968',Jn d FTL..8970, dated 1111015,
06,107i'l (44&62/16 respectively, all signed and 'S'Caled by Idalmis Ortega, P.E.
previous NOA No. 16-0 714.06)
2. Test reports ori:,l) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test'. Loading per FBC TAS 202-94.
t, .3) Water Resistance Test, per FBC,.TAS 202-94
of, Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TANS 203-94
6) Forced Entry Test, per FBC 2411,321, TANS 202-94
along wiihffi6)N16d-Jup drawings and installation diagram of an aluminum single hurvg
window QiihlfiriTrame, prepared by Fenestration Te§ting Laboratory, Inc., Test
Report 0,49571 dated 10/03/06, signed and sealed by Edmundo Largaespada,
b"
P.E: NY
(SubNOA AT.. 07 n211 A
3.
Test reports :;V Air Infiltration Test, per FBC, TAS 202-94
4 Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading pp. BC, TAS 203-94
along mth- inaked-up drawings and installation diagram of an aluminum single hung
window,,with- fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No EA-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by' Edrri_' o Largaespada, P.E.
Y
(SubmittidiihVirt NOA No. 07-0322.06)
q
Vv, N
eiq'h' i-, Manuel yere z)RE.
Product ControtEx3fttiner
6
NOA No. M-0630.08
tt
Expiration Date: March 26,2021
Approval Date: November 30, 2017
V
_f
E,GTi=Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE;SUBMITTED
B.'' " TESTS (CONTU4T'EA)t ,
`4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diaE;kam of an aluminum single hung
window; witlfin frame, prepared by Fenestration Testing Laboratory, Inc., Test -
Report No FTL,-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted aIhderNOA No. 05-1N&W
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
i ,I- ':2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along witif marked -up drawings and installation diagram of an aluminum single hung
window.'witli fin frame, prepared by Fenestration Te=sting Laboratory, Inc., Test
=' Reports ILT6,'*TL-4649 and FTL-4723, dated 08/1 IM and 10/05/05 respectively,
both signed' Al sealed by Edmundo Largaespada, P.E.
(Submitted;'under NOA No. 05-1018.01)
6. Test reports oii f) Air Infiltration Test, per FBC, TFSS 202-94
7t )Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, T —AS 202-94
.4) Small Missile Impact Test per FBG, TAS 201-94
Cyclic Wind Pressure Loading Ter FBC, TAS 203-94
' + ?r' 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
r„•, li
along with.marked-up drawings and installation diagram of an aluminum single hung
window, "t`.v"itfr Eir frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports:No Fll'L-4647 and FTL-4650, Anted 08/11, 05, both signed and sealed by
FdmundiaF. rg iesnada. P.E.
(Submitted'uiidev NOA No. 05-1018.01)
7. Test repo'rts :6h:.°l) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per.FBC, TAS 203-94
along with mazked-up drawings and installation diagram of an aluminum single hung
window, vnth fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No .FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both sig�aled'iod,sealed by Edmundo Largaespada, P.E.
(Submitl&',uVder NOA No. 05-1018.01)
A,
Man iel er P.E.
Product Contr 1 Exa finer
ri NOA No. 7- '30.08
Expiration Date: March 26, 2021
t. Approval Date: November 30, 2017
E 2
re, rt:
PGT Industries, Inc.
,r
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C: CALCULATIONS. o -
1. Anchor verification calculations and structural analysis, complying with FBC 5t°
Edition (2014)-and FBC 6t, Edition (2017), dated 06/22/17, prepared by
manufacturer; signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. " : QUALITY ASSURANCE
Miami-Dade;Department of Regulatory and Economic Resources (RER).
E. MATERIAL Ciii-AFICATIONS
1. Notice ofAcceotance No..15-1201.11 issued to Eastman Chemical Company (MA)
for their "Siflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.",'
2. Notice of Akeptliu:ce No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifef-bliraclear, Clear and Color PVB Glasss Interlayers" dated 01/19/17,
expiring'"&10T,18/19.
rCmpl _.
F. STATEMENTS
1. Statemenq 1�it6 of conformance, complying with FBC 5` Edition (2014) and FBC
6" Editioii (2'?17), dated June 22, 2017, issued by e:r inufacturer, signed and sealed by
AnthonyLyn Miller, P.E.
2. Statemenf lefte• `of no financial interest, dated June 22, 2017, issued by manufacturer,
signed arid's'thd; by Anthony Lynn Miller, P.E.
3. Laboratory;cbf_(paance letter for Test Reports No. FTL-4957, FTL-4958 and FTL-
c- " 5063, i.ssue3.bv Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by. Edi*iu"do Largaespada, P.E.
(Submili d' hl rei• NOA No. 07-0322.06)
4. Laboratory'.ct 1pliance letter for Test Reports No. 171,4646, FTL-4647, FTL- 4648,
FTL4649',' F') _ 4650, and FTL-4723, issued by Fenestration Testing Laboratory,
1' Inc., dated 08/,16/05, signed and sealed by Edmundo Largaespada, Y.E.
(Submftf¢tif'tiSderNOA No. 05-1018.01)
5. Proposal'No.-116-0125 issued by the Product Control Section, dated March 09, 2016,
signed byTsfiRg Chanda, P.E.
. ,.:.z
(Submitted, eintPer previous NOA No. I6-07I4.06)1.
G. OTHERS
1. Notice of 'Aco'8ptance No.
16-0714.06, issued to PG'f Industries, Inc. for their Series
"SH-700'..'?Ali"i&Aum Single Hung Window - L.M.L, approved on 08/18/16 and
:2 F.j.. _1-
expiring o6;03/.2$,1,21.
.
ti 8:r ..
Vf
lie JCi:.,
i.
Product Co rol E aminer
lit .71°.
NOA-0630.08
} ',
Expiration Date: March 26, 2021
,1f�.;ii
Approval Date: November 30, 2017
E-3
�: F
- - - GEN TES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS -
P.S 5: . i < s .: L ,1. GIAZING.OPT S: EEOETAILS ON SHEET 2)j I
I - I .:. a
1n "FJ7 I C. 7D " ,1T .1�A K/i'6'LAMI G`ON91 ING OF(2)LITES"OF"I/e ANNEALED G1A65 WITHAC090'KURARAY TROSIFOL°�PVB(BYKUit RAWAMERiCA WC)�IpL V
L Y''✓e III 11 31D h ✓' 'ORC090 SAFL' VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 1 i
M'*F /'- • SISTINGOF(1) LIFFE-OF40 ANNEALED GCASS'AND (1)LITE OF 118- HEAT STRENGTHENEO'GLASS WITH A. ...
.090- KURARAYTROSIFOL ePVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX`0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C. 5116- LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLOSS WITH A
.09W KURARAY TRGSIFOL'PVB (BY KURARAY AMERICA. INC.)OR.090"SAFLEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A D90' KURARAY TRO.SIFOLe PVB (BY KURARAY AMERICA. INC.)
OR .09W SAFLEX 6 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
' E.7/16- LAMI CONSISTING OF(1)LITE OF 3116- ANNEALED GLASS AND(1)LITE OF W16- HEAT STRENGTHENED GLASS WITH
.090- KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR.090'SAFLEXe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16• HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL `7VS (BY KURARAY AMERICA, INC.)
OR .090- SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1 r_.num n.. r=... rR nc 4m rcnnecRPn rl ecS AN AIR eper.F AND B116 LAMI CONSISTING Or 121 LITES br 1/3 ANNEALED GLASS WITH A
CODES I STANDARDS USED:
420D FLORIDA BUILOINO CODE (RIC), 61H EDRION
42014 FLORIDA BUILDING C00E (FBC). STH EDITION
-AM E1300A1
4AN3UAF&PA NOS-2015 FOR w000 CONSTRUCTION
4ALUMINUM DESIGN MANUAL. AOM2015
I' 4AISI SI0 12
4AISC 360-10
LEA PVB INTERLAYER(BY EASTMANCHEMICALCOMPAI Y) J'l . q. ,
-LAMI CONSISTING OF,(1) LITE OF iRANNEALED GLASS AND (1) LITE A.
PVB (BYKURARAY AMERICA. INC ( I
S.I PO :LL.I IIG O/I_ 1,.AAT ,.TRLNGi HENEDGLASS w -
WITHAA9&KURARAYTROSLFO�BY RURARAY-AMERNCA}ING.)-0P 1'94C4AFLc` PVB INTERLAYEH Y EASTMAN CHEMICAL. COMPANY)
J. 13/16- LAMI IS: (1) LITE OF 1/9' TEMPERED GLASS, AN AIR SPACEAND 7/10' LAMI CONSISTING OF (2) LITES OF 3116• ANNEALED GLASS WITH A
.090• KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA INC.) OR.090• SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116• LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE
OF 3116- HEAT STRENGTHENED GLASS WITH A.D90'KURARAYTROSIFOIe PVB(BYKURARAYAMERICA, INC.)
OR.090' SAFLEX OPVB INTERIAYER (BY EASTMAN CHEMICAL COMPANY)
L 13716' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS
WITH A.090' KURARAY TROSIFOL BY KURARAY AMERICA. INC.)OR.090'SAFLEX°PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 1316' LAMI IG: (1) LITE OF 1B' ANNEALED GLASS, AN AIR SPACE AND 5/16' LAd41 CONSISTING OF (2) UTES OF 118• ANNEALED GLASC WITH A
.090• KURARAY TROSIFOL 8PVB (BY KURARAY AMERICA, INC.) OR .090- SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
i
GLAZING DETAILS............2
DESIGN PRESSURES .......
3
ELEVATIONS .....................
4
' VERT. SECTIONS...........
5
HORIZ. SECTIONS..........
5
LIST......................
:6._.
_PARTS
EXTRUSIONS
7
CORNER DETAIL
-7:
_ANCHORAGE
.Stt
Metedel
Min. F1
I Min. F.
Steel SDnew
92 ksi
120 ksi
Elco UharorO
155 ksi
177 ksi
410 SS EIDo CRteFLXM
127.4 ksi
189.7 ksi
Co T5AItrtrin
IC ksl
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AIJD GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORACE THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
'- - 5: SHUTTERS ARE NOr REQUIRED. _ --
I
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL-0646, FTL4647, FTL4648, FTL-4649, FTL4650. FTL-4651, FTL-4723, FTL4957, FTL-4958 AND FTL-5063.
ANSIIAF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
I
8. SERI ES/MODELDESIGNATIO14 SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
(ml) Qi6W
CERT. OF AUIH. 129A6
*; No. 68MS
:PO STA OF r!' (N7�:
rA2/ 70NALIEa14.
A. LYNN MILLER, P.E.
FL P.E.# 58705
"no t �., .., Deserlpllon
it
F .. ^,.. `i ` x" ' ".�.'i 5.; _ 1 _"`j,r k`" 9,i'LL S 4P3 1 1"'' t • 72 c Kuanex Su 5 acer nM w m Hot Metl But • _ a •t s ,
1 8 See this
Q P D .: . N Sheetro ! R:Ae
. Matenal
73„ y Quenex1Du7asew Spacer-1,.,
79 Cardinal %L Edge SDacer.. ..
'1 I, GLASS BIt 44
GLASS BITE REFERENCE TEST REPORTS:II"Ell 7, 6960 & 8970
70 37 70
'17 1B'ANN OR HEAT STRENGTHENED GLASS--�{I�}�. 311V ANNEALED OR HEAT STRENGTHENED GLASS
.08"PVB EFLAYEREAED OR HEAT STRENGTHENED GLASS --I I�--F-31i6-ANNNE^ALEDOP. HEAT STRENGTHENED GLASS
NOM
5/16 LAMINATED GLASS 80 81:dT82 'ems ^• 7/16 LAMINATED GLASS 83 84 or dD NOTE
I.„F. GC Icx11L ✓/_. rt ,0 C , IAMI IG OUJBAA,RD r q
7r� L 3 T. ., rr r T ,✓a e r.
_ �1 ++. �+++e I 1"' F%TERIUR `HNTERIOR CITES MAY e�
'74`
11R(ACBI9EGTIONS) ^w ... CHANGE UPGRAD HANGEI
`J W ITH AD CCIN
•p DESIGN PRESSURE.
KURARAYTROSIFOL
7 l NOM.
PVBINTERLAYER
46 GLASS BITE 46 GLAS00 SITE SAFLEX PVB INTERLAYER BY
lEASTMANCHEMICAI COMPANY
38 70 J8 70
115" ANNEALED OR HEAT STRENGTHENED GLASS 09108'PAANNNEALED OR HHEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
TERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS
5116' LAMINATED 7/16' LAMINATED
AIRSPACE AIRSPACE
118" ANNEALED OR TEMPERED GLASS 11W TEMPERED GLASS
13116' NOM. 13116' NOM.
13/16" LAMI IG GLASS W/ 5116" LAMI 86,87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
ALUMINUM
✓'- HOTM LTBUTYL REINFORCEMENT POLYISy DESICCANTFILLARFA,'
SILICGN� _. P' bgTM5EPL
- STRUCTURAL .._ -- : .... r + _ .. fi/10'NOM. p'tODUCf REVISED
SILICONE p0' U16 MOM r'� I og,rilh ok ElarLla cp••
STRUCTURN. .10NOM.. SILICONE SEAL N-11'aL^de
iN'NOM. FOAM BUTYL& ROLL -FORMED 0 Nm¢. No / •�S
POLYISOBUTYLENE WITH DESICCANT
WITH DESICCANT DESICCANT FOAM STNNLESS STEEL Ln5E pete pDEI
EXT. GLASS E%i. GIASS S>'Yo
EXT. GLASS EXT. GLASS 69inni Pm4x1
,llflll/ 7
LYN/V k
INT.OLASS INT. GLASS : : ' LICEN@E •. ,(( �'
INT. GLASS INT. GLASS
KODISPACE SUPER a DURASEALG OXL EDGET = 7t? No. M705
°—_ O #_
n 4SG TPS SPACER NXT QSPACER SPACER
G DETAILS
rom TFcxxoLoov oarvE
5 OF
Zn
N. iE41E. n.�xons ALAI NSINGLE HUNG WINDOW, IMPACT '�'ririONAI ENG\�\
Ns�CERT oFAUTN m9:es a.� e.ra- „w A. LYt✓N IaIILi�R, P.E.
JR D&wl G NO CH41JGE3 THAS 4HEE7 ,
® gR7pp ,Full 2. a 11 . ' 4890-" G FL P.E.# SBTOS
-� 'F.K 8/1A6 JJ. � Y14•Dl - •. ... -:.. .. _.uncrTa.s www°.o .. -
'1 I, GLASS BIt 44
GLASS BITE REFERENCE TEST REPORTS:II"Ell 7, 6960 & 8970
70 37 70
'17 1B'ANN OR HEAT STRENGTHENED GLASS--�{I�}�. 311V ANNEALED OR HEAT STRENGTHENED GLASS
.08"PVB EFLAYEREAED OR HEAT STRENGTHENED GLASS --I I�--F-31i6-ANNNE^ALEDOP. HEAT STRENGTHENED GLASS
NOM
5/16 LAMINATED GLASS 80 81:dT82 'ems ^• 7/16 LAMINATED GLASS 83 84 or dD NOTE
I.„F. GC Icx11L ✓/_. rt ,0 C , IAMI IG OUJBAA,RD r q
7r� L 3 T. ., rr r T ,✓a e r.
_ �1 ++. �+++e I 1"' F%TERIUR `HNTERIOR CITES MAY e�
'74`
11R(ACBI9EGTIONS) ^w ... CHANGE UPGRAD HANGEI
`J W ITH AD CCIN
•p DESIGN PRESSURE.
KURARAYTROSIFOL
7 l NOM.
PVBINTERLAYER
46 GLASS BITE 46 GLAS00 SITE SAFLEX PVB INTERLAYER BY
lEASTMANCHEMICAI COMPANY
38 70 J8 70
115" ANNEALED OR HEAT STRENGTHENED GLASS 09108'PAANNNEALED OR HHEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
TERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS
5116' LAMINATED 7/16' LAMINATED
AIRSPACE AIRSPACE
118" ANNEALED OR TEMPERED GLASS 11W TEMPERED GLASS
13116' NOM. 13116' NOM.
13/16" LAMI IG GLASS W/ 5116" LAMI 86,87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
ALUMINUM
✓'- HOTM LTBUTYL REINFORCEMENT POLYISy DESICCANTFILLARFA,'
SILICGN� _. P' bgTM5EPL
- STRUCTURAL .._ -- : .... r + _ .. fi/10'NOM. p'tODUCf REVISED
SILICONE p0' U16 MOM r'� I og,rilh ok ElarLla cp••
STRUCTURN. .10NOM.. SILICONE SEAL N-11'aL^de
iN'NOM. FOAM BUTYL& ROLL -FORMED 0 Nm¢. No / •�S
POLYISOBUTYLENE WITH DESICCANT
WITH DESICCANT DESICCANT FOAM STNNLESS STEEL Ln5E pete pDEI
EXT. GLASS E%i. GIASS S>'Yo
EXT. GLASS EXT. GLASS 69inni Pm4x1
,llflll/ 7
LYN/V k
INT.OLASS INT. GLASS : : ' LICEN@E •. ,(( �'
INT. GLASS INT. GLASS
KODISPACE SUPER a DURASEALG OXL EDGET = 7t? No. M705
°—_ O #_
n 4SG TPS SPACER NXT QSPACER SPACER
G DETAILS
rom TFcxxoLoov oarvE
5 OF
Zn
N. iE41E. n.�xons ALAI NSINGLE HUNG WINDOW, IMPACT '�'ririONAI ENG\�\
Ns�CERT oFAUTN m9:es a.� e.ra- „w A. LYt✓N IaIILi�R, P.E.
JR D&wl G NO CH41JGE3 THAS 4HEE7 ,
® gR7pp ,Full 2. a 11 . ' 4890-" G FL P.E.# SBTOS
-� 'F.K 8/1A6 JJ. � Y14•Dl - •. ... -:.. .. _.uncrTa.s www°.o .. -
!r A x1V'.v I e: II
S FLANGE OR INTEGRAL FIN WI HIGH SILL OPTION TABLE 1.
AaED DN,FLANGED WIN TIP -TO- E DIMENSIONS
WINDOWHEIGHT
GLAS
AB,MS _- '�
+80.0,'`'e�b0
+ of
_'-800+800!;�O.b
4'9001:80,0
+80'-0.
80I6
+800-.
-80,0
r800A0.0
A0.0
-80 0
+8U 0
A0.0
+80.0
A0.0
+80 0
80.0
+80 0
-80.0
+79 079.0-
52'
A B.M
r80.0
4i0 0
+80.0
-80 0
+87 0
410 0
+80.0
.60.0
+78 8
78.8
+77 3
-77.3
+75 9
-75.9
63118"
A,B,M
+80.0
A0.0
+80.0
'-80.0
+79.6
.79.6
+78.2
-78.2
♦769
-76,9
.75.4
-10.4
+740
-74.0
UP TO 63118"
C, O;E,F,G, H,I,J,KL
+80.0
30.0
+80.0.
-811.0
+80.0
410.0
+80.0
AD.0
*80.0
-80.0
+80.0
-80.0
+80.0
�0.0
\RD VIEW & R
ON FLANGED
USED ON
WIDTH
7116"
TYPE
K. 13/16' LAMI IG-1/W T. AIR SPACE, 7H6" LAM - (3/16'A..090, 3I16-HG1
L. 13/16' LAMI IG-1/8" T, AIR SPACE, 7/16- LAMI- 3116-HS)
M. 13116' LAMI IG-1/8"A, AIR SPACE, 5116" LAMI- (1/B'A..09D, 1/8"A)
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' Mlb
4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY
S. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP F.LIMITATIONS.
O
°:MEETING RAIL
X 511SH
HT' MEETING`RAIL -7 -
SASH 4
RH HIGH SILL OPTION - 1F.CLe I
L
o
MEETING RAIL
MINUS
SASH
HIT.
/
-Sg81FH
A
LOW HT. WI SASH=78"FLANGED AND 75"INTEGRAL. FIN)
_
399MV
4413116"
50318"
5515116'�
00
+7001 -70.0
+70.0
-]0.0
+]0.0 -]0.0
+70.0 -70,0 11IT.
'X•
TEST REPORTS TABLE 4.
_
FTL4647. 4648.4723. 4957 _
4885
PRESSURE OF+64.0 PSF OR LO R AS SHOWN IN THE TABLES. NEGATIVE DESIGN
3YY- LING I - FRO FLANGED TIP -TO -TIP FRAME DIMENSIONS.
C T.OFAUM.1HI99
swro I NTS 13 . + 11
IT.00VCTIZEVL;EA
%��V1Y88wiWmekT�En
9uit4yCade 1n .,cnn
v iCX
40
TEO
ORION,'
S;ON!AlL110"'\
A. LYNN MILLER, P.E.
G FL P.E.# 511705
FLANGED WIDTH
'lxo 518,
A ILL), �j
All . .... IS- MAX
75 MAX.
75 MAX
I.F.A A I.F. HEI1. HT
SEE OLD 0 Al HT SEE DUO HEItHT SEE OLD
TABLE — HE$ xi� 0
TABLE 0 TABLE
76' MAX
L 7�- MAX. 76" MAX
FLANGED FLAI 05D
EIGHT HEIGHT —7 HEIGHT
L FLANGED
- :1, DUL SEE DLO
SEE
_ LEx SEE L T4A�E NO.
4 ' 1JF
!w
a IFF
148114
DETAIL
VEK,DL DETAIL B DETAIL A y RADIUS TOP (STANDARD SASH)
8 E
5-76'MAX 75-
I HE I.F.I I HT E—J HEI I . HT
SEE DLO I STABLED
I
TABLE 0 76"MAX TABLE 76-MAX.
FLANGED FLANGED
HEIGHT HEIGHT
L
T- 20" EE'DLOTAB E 20"
SEE DLO TABLE 11 AS X
SASH SE SASH
HEIGHr
HEIGHt
pv* F.prlratioo Dore D
B -7- "' &I
I - tox. D
!DETAIL D DETAIL E By
VIEW (CUSTONISASH) RADIUS TOP (CUSTOM SASH) HE' H
7,
FL H
—j
0
;ASi
IGHt I
NOTES:
I SEE-iHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ry. No,58705
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE IN ' FORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS BB C) ARE BASED ON A THREE OVER TWO FORMAT.
IOIO iECXNOLOGY DPNE
1:: ELEVATIONS
110 i� OW, IMPACT "mol
CERf. OF AU� . - OVAL El�`p
ALUM. SINGLE HUNG WINDOW, IMPAC
IRTY. —F-- A. LYNN MILLER, P.E.
JR ��7_ G; 0 j — I NT.5] 4 � 11 1'
SH7W 040-0 G FL P.E.# 5B705
[=F2 _j;;., -
MAX.
FIXED I
LITE
DAYLIGHT
OPENING
.l y(
r_
"" \ I T
�dPl �!i
OUTSIDE
MAX.
VENT
DAYLIGHT
,YI" [L-sl „t:.` -I "2L:n ,-OpT10NALTf�TTOMLOCKS, (,J6'FROFTEACH SIDEOFSABH"D L1' . NOTE: BA LANCE PARTS USED .
.o.. �, VC �. J, '� I. i, MAX VEM OLiGHTOPENING t BASED ON SASH WEIGHT
9'I0,'I`I 1$ 16 .+..` I _
' 7,80R17
25 Il
:-..i.-
i.-- 2$ :=i: Y f !� 'I MA%: PU(ED LITE DAYLIGHT OPENING
._ - MAX.WIDTH .
c-'SECTION.q_q
' `" �oDrsloE` NTEGRAL FIN (I.FJ FRAME SECTIONS INSIDE
23
47 50
2. 46
I HIGH
SILL02.30149 HIGH SILL HEAD JAMB OUTSIDE
2.710•
28
—T I.F. FRAME
53 I 66 0 IDE
1 0-0pf wi%I D
6 Ruffle s•t6lhv flrrifa
53 zsa5° E, ,omnm o I
E3
2.33W (HIGH SILL) n
52 (LOW SILL)
SEE NOTE ABOVE 54 64 , (
67
ULTRALIFT 69 ULTRNo. 5ST05 �
30 12 ONLY 12 ONLY IFr SECTION C-C * `
ONLY
SECTION B-B ALTERNATE HIGH SILL RADIUS TOP
(LOW SILL SHOWN) (HEAD DETAIL- FLANGED VERSION) ?A�'•� , IS
,omreclwowor OwlwE °i°I"` '�tC ':F.(ORI�h,.•'•a�
N.vENiw.ns,ns SECTIONS S`
_ cennarwlnrme� ALUM. SINGLE HUNG WINDOW, IMPACT
NO CHANGES THIS SNFET. n>wu..er m.e o•wb s ALYNN MILLER. P.E.
HaH".. 5. ^'11 - 404020, _ G. ..F6 P.EJ 58705
J1
34
35
36
37
38
41
42
44
45
46
47
_ _49
50
62
53
54
65
BEAD
K WNICE, RMI
CERT. OF AM. C6M
FEW
DWG#
DESCRIPTION
PGT#
60
1035
SCREEN SPLINE'-.135 DIA HARD
61635K
161
SCREEN CLOTH-,. I
61816
183
'506 ^
GLAZING CHANNEL ISM X 500)
6533402
r64
1161
#Skt ODO PH`.BUGLETEK ! -=,
:'-'706X1
-6]
GLAZINGTAPE; 1116 X 1/2 7116 LAMI
r62BV7510
88
4051A
SASH BOTTOMRAL(HIGH SILL)
64051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
SILICONE,DOW'797,899,9950RGE7700
80
A GLASS,S/16" LPMI, (118"A.090 PV8,1Ie"),.
81
B. GLASS, 5/16" LAMI, (1/8"A.090 P .IM HS)
82
C.GLAS$,5(16"LAMI,(1/8"HS,090 PV8,11WHS)
83
D. CLASS, 7/16"LAN. (3/16"A.09D PV8,3/16"A)
84
E. Gl SS. MV LAM. (3116"A.090 PVB93/16"HS
85
)F.GLASS,7/16"L^M!, (3/1fi"HS..DPO PV6,3/16"HS)
GGL'ASS;'13H 6"LAMI IG; 1/6"T,.PiRSPACE, 511 LIAMI, 0/8"A.090 PVBd/8"A)
E817
WGEASS'13/10"UAMI IG 118'T, NR SPACE,5/16LAM.(IM'A,.090 PV8,tl8"HS),
IGI?w't3/t661'hNR1G 1/8"f, AIR SPACE,Sh6' LAMI,(1l9'1HS,.090 PV8;1I8"HS)Y
I 99
I L+ , f3/16 L 13 tl8^,NP SrAC'c, 7/t6 .LAMl (3110'A.090 PVB,3116"A)
1-90—II
GLASSl3f16Tlw%o1lVr AP SPACE, 7/18'LAMI'(3/16"A.09D PV8„SAe"HS)
91
L.GLASS, 73116•LPMIIG;IIB'T. NR 6PPAE,7/i6"LAMI, (3/i6"HS,.090 PV0,3/18"HS)
92
M. GL/55, 73lifi"LAN91G; 1/8"q NR SPACE, 5f16"LPMI, (1/6"A.090 PVB,1N"N
III.-- 2.784 I
.062
3,55
062
4T FRAME I.F. HEAD
#4071A, 6063-T6
48 FRAME, I.F. LOW SILL
#4072A, 6063.T6
2.906�
u
290D[ICI P.EWSFD I �i .
6viiNns Coo
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Klan Oatle liMuCo
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THKNESS
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vNY .. 144,
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&FRAME, I.F. JAMB.,-p
'FRAME LF. HIGH SILL 50 #4074B, 6063T6 Z W f No.58705
#4073A, 6063 T6 (USED AS RADIUS TOP HEAD) --o
oew ,SOT STA 0
PARTS LIST iFy, F+ORION.'G�C��
ALUM. SINGLE HUNG WINDOW, IMPACT
u..ero A. i'i'NNIM1Y LLEQ, P.E.
® 7Z, NTS 6 a 11 - .4040-20 G FL P.E.# 58705
i 3 1 F
I"-27e4
�.>•.a, = `�) 1st +w. t + .i , -. 2:830 42, aao t
�..,o-.
1.3G3 .062,
_,IFFRAME SEALANT ALONG ENTIREJOINT
1 Of 47 II I F FRAME
I Z ` 1. II� " I
J s
6 Or 50"
O FLANGE FRAME HEAD - _I
#4002A,6063T8 I 2.784 ---{
i
O• FLANGE FRAME SILL (LOW)
1.749 #4W3C. 6063-T6 - I 6 Or 5D
t- + 4 a- S• _rr h"-t� �' I 4�—SEALANTORGASKET
.. AT HEAD AND SILL ' 1
738 +
del jj490
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SASH STOP SASH STOP COVER _ _FRAME CORNER CONSTRUCTION
O FLANGE FRAME JAMB O #4025. 6063-T5 17 #4053, 6063-T5 050
#4004, 6063-T5
i --y 1.165 [--
(USED AS RADIUS TOP HEAD) .678
2.326--1 —T 1.096—I-�----i�
—I 1.342
MITI r.I ING BAD5/16"
4GLAZ
#4039B, 608 TS
1.707
062
23 SASH TOP RAIL
#4006C, 6063HS-TB
isI 69 FLANGE FRAME SILL (HIGH)
#4050A 6063-T6
1.979
.os2 31 SASH SIDE RAiL
#4008, 6063-T5
28 SASH BOTTOM RAIL(LOW)
#4007.6063-T5
O5�
fl78
O GLAZING BEAD 7/16"
#4222, 606 T5
68 SASH BOTTOM RAIL (HIGH)
7/4051A, 6088-T5
rya0aeo-two
C RTXF.�
iFYWNFSNC
MCI —J 678
1.115- 1 —F
45 GLAZING BEAD, 7/16"
#985C, 6063-TS
(USED WI GRILL KIT)
.050---
1.098 1 —
nGLAZING BEAD, 5/16"
4940"G. 6GG1T5
jUSEDIW/ GRILL;KIi//..
-.683 nFn
_-E
WELD
ALONG
AD 13/16" IG
ONY LYNIV "',,�
Z Q' •� ,
* i No. 58705
_ 1F
oeraL
%,Fsn.I+TORIDP.'.G�C�'`.:
7 -'11 1 4040-20 1 G I .FL
t I t •t 1"I 1
ANCHORQUANTITIES
FOR
1/1 FLANGED
WINDOWS
TABLES.
ANCHORAGE NOTES:
.1.A�NCHORTYPES 1-1/4-ELCOULTRACONSOR#12
1 ,- _ E METAL ,
S)C_
J
_
..
SUBSTRATE
4 i
!
I,. 114' CO SS4
012
'28:603
3?34'.603:
?�•F40.603'
:e Y466D3
.rJ:'''52.fiO3.
.. 58.603.
64 fiO3rt
=e76000'-G:✓
17C
p
�U
y,o
�I U
.`
U
/ U
�Ory
i ,
V
>1 p
'
iI U
.. U
�ONo
U
-U
eU
U
:. •.
U
c'O
U
ANCHORITYPE
,. 3SCREW$4CRETE-FLIX'�
! •. s. li -. 3-#125CREWS;.
I•
WINDOW^'GLASS/-NpO
`O"ONONO
'ONE
,O
'U
U�O'%ONp�O
U
U
O
U
`+'O
U"
Nfl
INO
U
'Z,60
U
Cr+
U
•D
U
!'2. ANCHOR LOCATIONS ME QASED:ONTHE ,.
FOLLOWING DIMENSIONS.
WIDTH
TYPE
$
U
U
U
U
3
U
U
U
3
HEAD -181W MAX. FROM TOP CORNERS
JAMBS- 171rz-MAX. FROMTOP CORNERS
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
H,.E.F,
1. 2
1' 1
1 I 1
1' 2
1 i
1: 2
21. 2
1' 2
2 i 2
2', 2
2 2
2 2
2'. 2
2' 2
2' 2
2 2
2 2
2 2
2 i 2
2 2
2, 2
2 3
2 j 2
3" 3
15' MAX. ROM CORNERS
19.125
RAL
LOW MTG. RAIL
BELOWMTG.
1
1
1
1
1
1
1'
1
1
1
1
1
ADM
1
__.._
1;211
1
. _
1
_..._
1+1
1
112
Ill
1
,.
112
i
2,21'22,22'22�22;
1
1
__r
1
_�
1
__
1
22,2212222,22;
�._
_..
__
-
2
_._
2,22i22,22;2
__.
__,_
___
_._
2 32,2
_,
._T..
3.3
SILL -ANCHORS NOT REQUIRED
S
ANCHORS
3. INSTALL PER THE ADJACENT TABLE ANCHOR
CRITERIA OF
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.
1
C;DEFG
1
1
1
_ 1
1
1
T
p
_
2,
QUANTITIES USING THE DIMENSIONAL
2.
H,I,J K L
1' 1
1 j 1
1 2
1,2
b 2
1 1
212
1 2
2 2
2.2
2 2
2 2
2- Z
2 2
2
2 3
2 2
2 2
c 3
2 2
3
3; 3
2
3, 3
NOTE
24 W0•
'4 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR - i'
", DIMENSIONS ;1
i� ,
j1
11
I7�1
j1
n1',
11
;1
t;.�i
)T
I il;d
41
.try
`2.2
r
n1J
-:
i,l};p
., 4 1
1
;1:
1 ,
q L
n
. 1lSBM 'it2
;1 r1
�•2
1. 2
d.2
112
2i.2
•1 r2
22
2f2
2T2
2i2
21.2
2'2
2;2
2�•3
2i2
2r'3
2.2
2.3
3.1
'2
2 2
3.3
FLANGED WINDOWS. INTEGRAL FIN
ARE 1' LE55. '
i-ar ,:,
I II
C;D EF GI
N''l1
"1"
ill
IP
J1'
•11
";91
)1
;1'-
it
It
(1',11t
I1
2"
1
'1
2
1,
1
1
1-
1'H,1J K,L
1''2
,1,j2
2�22r3
1 2
21'2
2;3.
1 "1i=3
2p3
2{1
2)3213
[,2
2,3
3r3
2 2
3J9
3,Ia:.
3 [
3 a
5.4
e 3
4I4
S. DESIGN PRESSURE LIMITATIONS
32.000'
SIZE BLOC KB OFTHE ADJACENTTABLE WITHA
-'
1
1
1
i
1
i
1
1
1
1
1
1
t.
1
1
1
7
1
1
1
qB M
1
.. __
1T_
1
1 2
1
2 2
213
1' 2
2;2
....._._
i--
112
2 3
21312,2
2'3
213
2j2
213
3�3
212
313
3:4
3 2
3 3
314
313
_
4I4
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE
1
7
1
1
1
2
1
1
2
1
1
2
2
7
2
2
1
2
2
1
2
C,D,E,F,G,
,HI '2;2
1
t2
2 2
__•,.
2j3
1 2
_.,
2;3
23
__..
2I2
_,__
213
_
212
.. _.
3
__
213
._�.
3j4
_
2 3'+;3
T._
__;_
314
313
T
314
__.
3;5
_.,._
313
_�
4,4
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAIL48LE.
��
6. SEENOTE4,SHEET11 FORMETALSUBSTRATE
11
1
1
2
1
1
2
1
t33
1
2
2
1
2
2
1
2
2
1
2
qB M
12
L 2
2l2
2'3
1;2
2I3
213
2.2
2,
'!3
2.2
2,3
213
3;4
2;3
3,3
314
3 3
3,4
315
3;3
414
REQUIREMENTS.
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2ff31324
2
2
7.40.000
H,I,J,K,L
2 2
T22
213
2 2
2I3
2!3
2 2
2.3
213
213
2i13
214
2 3
3 3
3;4
213
3;4
3!
4;5
1
3 3
4!4
2
2
2
2i3
2
-
2.2
22
____._
213
2;3
•22
.. _..,__,_
2 2
213
2
213
2
__%
2,3
7.
2 3
2
2 4
2
__-_
2 3
2
3 3
2
3i4
2
2:3
2
.
3i4
2
_
31
._ _._
4i5
2
3i3
,_2
2qB,M
4i4
TABLE KEY:
NWX PSF
(DP LINPTED) 118
HEAD 2
PSF
79
C,D,E,F,G.
H,4J,K,L
2
2 2
2
.t
2,2
2
212
2
2 .
2 2
2
.. ..
2;3
2_
2:3
2 _,.
2 2
2-
3;3
2_.
2.4
2
2T3
- 2
3;3
2„
3 4
2
2j3
2
31 13
2
3' 14
2 2 ._T—
213 3i4
2
3j5
2
3 3
2
3.4
2
4�5
2
34
' '-?44.000
2
415
JANIO ABOVE,e".
2
2
2
2 2
�13
2 2 2
2 2 2_
2 2 2
2 2 2
2 2 2
2 2 2
qB,M
}, 2V2`2
2,2 2 3
2.3 2 3 3
2!4._ S 3,3
3.4 2 0 3,3
3�4 2r31 ,4
3,5 3 3 3,4
4;5 3 4 4;5
. G AL - EaoDucr xe+lsTn
k
48.000
-' PSF
79
79
-: •.
-
'Jy cv
_
J.M'B.13ELCJPJ- a.,,eMsTRB.^n u+vbA9il
11 Td'¢g ccdz
MTG. RAIL jeeepuve Ne 063o'DI
C,D,E,F,G,
HI,J,K,L
2
2 2
2
22
2
2 2
2
__-_.<
2 3
2
2 2
2 _
2 3
2
_._._
3,4
2
2 3
2
3 3
2
.,.,
3j4
2
2�3
2
314
2
3q
2
2 3
2 __
314
2
315
2
313
2
3 4
3
_..
3 5
2
3 3
2
4 5
4(FULL
T63_4
_2
DP)
HEAD _q
BM
2
2
2
2
2
2
2
2
2
'3
'2
2
2
2
2
2
2
2
313
2
3,4
3
3 5
2
313
2
415
44
2
515
2 2
2�2'2
2
2�3
2!2
2f3
3;4
213
�3
314
2I3
3'4
3i4
213
3i4
315
JM,®ABOVE 213 ...
N y�� p
MTG. RAIL LYNN
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2"
2
2
2
2
_2
3
2
2
3
2
3
2
3
3k3,46
JAMB BELOW
E125
H,LJ,K,L
2 2
2,2
2 2
2 3
2 2
2 3
3r4
2 3
314
314
2'3
3 4
314
S 3
3,4
3,5
3L3
4 4
4 6
3I4
4.5
4 6
P21:�'`VCENSF!!!�:
MTG. RAIL
SEE TABLE I FOR zNu. 58705qB,M
FULL DP =.D iC(
P •.'
2
2
2
2:2
2
2 2
2
2 3
2
2 2
22
2 3
3�4
2
2 3
_2
314
2
3'42I3334
2
2.
3
2
313
2
314
3
315
2
313
2
44
3
4;5
2
313
2
4`5
3
416
°��`
Wes,
O STATE
10i0TECHNOWGYORNE
� s
CERT.OFAinn.®zse
mcx,aam
n%cauc`mm
ANCHORAGE SPACING, 1/1 WINDOWS
%��oS'•.,!ypRlon..�
A. LFL REX 68705 �.
_
ALUM. SINGLE HUNG WINDOW, IMPACT
.�
JR
0696r17
O
NOCIGWGESTHISSHEET.
smao
'sTS
e,rB + 1
4M02
G
w-
mr
RK.
7/Z9NSI
Z.
_
_
ANCHORAGE NOTES:
1. ANCHORTYPES: 1 - lie ELCO ULTRNCONS OR #12
ANSHIQfg,(2UA14TITIES
FORSTANDARE)VIEWAND
RADIUS TOPIFLANGEO.WNDOWS,
TABLE 6.
SORE jWSINTOMETAL.
CRET w EX
1-1�137AS5
i�
It/ 44.
67-155
6116R
P-2
Ac
-z
0
vo
In
�10
--,I!o
-'z
0'�'Z':
3-#12SCREWS:
WINDOW
(i
�aF
q
-14;001
'��bz'Lil
��o
'1z
0
11
Fit
I.0
D
1
0
0
�z
0 0
0
1
0
0 'o
L) 0
2. N �A&�C6ckiirN6"AREBASFPONTHE
FOLLOWING DIMENSIONS:
�
0
0
E
0
FROM TOP CORNERS
WID
HEAD- 18 1/2'MAX.
r
110
72
-219
10
!2,12
10
'3 i il'2
3 2
3-2 2 2
JAMBS 17 In' MAX. FROM TOP CORNERS
MAX. FROM BOTTOM CORNERS
H.
Z"-.;
T'i;
'tT
2i 2
22
2�2 2 2 2�2
6- MAX. BELOW MTG. FAIL
19.125
ji
ji -
A.B.M
--i
2,
2 2 2.2
3 2
3 2
3 212 ij3lif
SILL- ANCHORS NOT REQUIRED
1
212
11
2
2
iF2 2:212;
2
3, INSTALL PER fHE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
PSF
7i-
-
C.D.E.F,G.
1
-1
T
1
31 i
-K 22
'2 " 12
22'21.1;2
2
2!L
2
3 2
NOTE 2.
24 000,.2"i
-0 L'
1 1
fr
i 1
10
21;:2
.2
z 2 -2
Z2
2.
2 2 -2
3,2
Z � 122
2;2
WIDTH AND HEIGHT DIMENSION ARE FOR
ze
1 -
v
2 3 2
2
A. TABLE
; INTEGRAL FIN DIMENSIONS
FLANGEYWINDOW&
ia
2'2
Z�3
dia,4p
312
2
2L2
ARE41LE�SS.
i '� .,I . I F. ; i 1.
URE LIMIT T DNS.
PRESSURE
S._'T
' ' :
---- ES
W
77
---
"1 1DESIGN
-
� i
F. I fAl"
32.000
ao'FAC
H.I.J,K,L
- 1
1!
1
212
i,-2
�-2
2[' 3
2 21212
,'2
5.5
2 1313
1213
31 3 ! 2
3 a
4 3
R3
312
4 3
4! 3
3,214
3
IE THE ADJACENT TABLE' VATH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1
1
1
1
1
2
11- 1
2 1
1
i-
1
1
1
1
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
AAM
I
1
1
21
2 212'2
3 1 3
-
2: 2 '313
-.-
313 31 i
314
-
�fi
4
21
4, i 31
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
RE FOR THE RESPECTIVE
MAXIMUM DESIGN PRESSURE
SIZE AND CLASS TYPE IS AVAILABLE.
7sF
PSF
59
617
C.D.E,F.G,
F'K-.LLF'
11
1
2
2
2
1
2
-
2
S. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
�
I 1
1.1
1
2
2�2
2 2
F3
2-.-
3
3
S'3
3 F "
3 3
4' 3
j,3
3,
2
31
33�,ji 3
�Tj
..
i
4�3
4
H22
4 3
REQUIREMENTS.
37.000
2
1
2
2
1
4i�
1
2
Z
2
1
2
2
A,B,M
A.B'M
i;
3i3
-
3. 3
4 6
3 -
3
3. 3
_
S1. j
312
3ii
�1
i 3
j 3
Z3
31
I '
4 3
I
I
3
1 1
212
2
212
2 3
2�2
2i3
I
313
PSF
PL
54
I
79
62
79
iC,DjE,ZG
2
2
2
2
k-F
2
2
2
2
2 2
Z
2
2
K L
': 'L
2
171
2
2
1
2 2
V2
i�2
.3
i-13
2�213!3
2�221
I
�i
iJ2
3�3
2 2
-520a
313
_2 _
4'3
_ --
3:3
- -
41�3
3�3
--- 1 - -
3 3 4'3
4.�
-
313
m
413
4,4
1
5 3
TABLE KEY:
40.000
WX PSF
2
2
2
2
2
2
2
2
-
2
---
2
-1--
2
2
2 -
2
-
2 2
212
2
-�T j
Lj�
[L3
�5Z
&3
AB,M
2 2
2
2 2
i 2
23
2
i�2
3t3
3'3
1,
2 Z
2 2
3F
dt-��
313
3j 4; 3
.4
_LLj
11
(DP LIMITED) 17
HEAD�3
PSF
49
79
56
79
622
79
79
FD.EF G
2
2
2
2
2
2
1
2 2
2 2
2
2
2 2
2
2 -
2
---
%
H,I.J,K,L
1 1
-
i F1
1
2 2
-
2. [2
-
2 2
i
2T12
i�2
4
213 i"! 3
4� .4 3�3
4-
4r�
3 3 41
jr4
3 3
4
4
5�1 4
JANTI ARO3
44.000�
-
A;RN
2'1
2.
2
-ij
21
2
-2�2
'
.1
2
2
2 1 2
.
.2,
Al-
2
�T�
i13
.1
MrG R I
E 0VVj -w
'B Z
1 F1
1
212
Y2
2 I
y
F
il
Y31211i
4 4 3 3
4It
4
'Jtl
VrG. RAIL odE
%DZI
PSF
45
74
51
74
79
79
2
2
2
2
3
34
C.O.E.F.G.
2
2
2
2
2
2
2
-T-
2
2
-
-3
2
-
2
2
-�
_4
J
-4
HAAK.L
1 1
1 1
ILI
2]2
2! 2
K:2
3
R33
i2-2
3
4 3 F3
3,3
4 4
; 3
4 4
4 4
3 21
4
4
4;3
315%j
48.000
—2
2
3
2
2
2
2
3
2
2
3
2
2
A,B,M
2
2
2
2
2
2
2
-31-3
2
2
21
4
373
i-4
4Ti
V4
4`44-3
-5't4
11"
I 1
1 1
El
21:2
2i 2
a22�
2-, i
3-3
3 31313131
4
4 4
3
4
4-4
—
4 4
..........
RAIL Y LYIVIV
........ 411
PSF
41
46
61
76
79
JANH BELOW
—2
—2
—2
—2
—3
2
2
3
2
3
3
2
73J�4
�3
3
C,D,E,F.G,
HjAK,L
2
1 1
2
1 1
1 1
-272
'2'?
2 2
3 3
33
3
414
3�3
4�4
41'4
44
-
444
3=3
4 4
Z55
M4%534
At4%
5%
.15
M7G. RAIL No.58705
63.125
SEE TABLE 2 FOR
ASM
.2
2
2
2 2
3 3 37
1� 4 3113 4:4
4 3 3444.4
3: 3 4 4
544
3 2 3
5; 4 4 3 .5 4
FULL DP
FAQ
u
TE
10707ECMOLa
N.VENCE.FLW75
I)R
ANCHORAGE
SPACING, STANDARD
VIEW
VV
IMPACT '01
A6TNNIMI4LER, P.E.
1"4040 20
ALUM. SINGLE
HUNG WINDOW,
Ams
1
9 1,
..__
19.125
...
D,E,F,J,
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1
1
1
1
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1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
2
2
1
2
1
1
1
2
1
3
1
2
'1
3
' 1
3
1
2
1
1
3
1
3
1
3-
HEAD - 1712
_JAMBS - 17 12" MAX. FROM TOP CORNERS
11 12° MAX. ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
15°MAX. FROM BOTTOM CORNERS
SILL- ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLES FOR BELOW
=' WINDOWS ARE 1251e MIN.T038'. AVALABLEBASH HEIGHTS FOR U�MNEW
5 TABLE WIDTH AND: HEIGHT DIMENSIONARE FOR
AtFLANDEO WINDOWS` INTEGRAL FIN DIMENSIONS
f"
5: DESIGN PRee5SURE LIMITATIONS_-
SIZE BLOCKS OF THE ADJACEM TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REOS.
TABLE 7. KEY:
PSF SEE TABLE 3 FOR
(DPLPv4TED) 112 FULLDP
-� f - t. v
'
24.000
D,EA ,
- K,L
1
1
1
1
1
-1
_ 1
2
1
2
1
2
1
2-
1
2
1
3
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2
1
..
2
1
3
1
3
1
2
i
3
1
...
3
1
2
1
&
i
3
1. ..
3
1 _..
3
1
3
1
_..
3
?
4
32.000
D,E.F,J,
K.L
1
7
1
7
7_
1
1
2
1
2
1
2
2
3
1
2
1
3
2
3
1
3
t
3
�7
3
4
2
t
3
1
4
7
3
t
4
1
4
7
3
1
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1
5
1
3
'1
5
37000
q o
PSF
79
D,E.FJ
K;L
7 7
1 1.;
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2
2-
1
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1
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1 2
3_ p
2 1
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7
0
2
4.
1 2
3: r4
2
4_
1 1
:4
2 1 2
5 4 5
40000
44.000
TA PSF
nE.FJ
-
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rJ PSF
D,E,F,J,
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2 S
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, 79
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79
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77
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78
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4 4
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79
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2 2 2
5 4 6
1
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2
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2
3
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3
4
48.000
PSF
781
79
70
79
79
71
79
73
76
-
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2
2
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6
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2
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53.125
PSF
711
79
61
71
79
64
74
66
77
69
69
D,E,F,J,
K.L
21
2
2
2
2
2
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2
3
2
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3 2 3
5 4 I 5
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8
2
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6
2
5
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7
3
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1 1
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1
2
2
2
3
4
4
6
I
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
"TABLE 8.
SASH
HEIGHT
SUBSTRATE.
12.776
15.776
16.776
11.776
24,776
27.776
30.776
31,106
ANCHOR TYPE.
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4 3 4
4 3 4
68
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2
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4 3 4.
5 3 4
5 3 4
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4 3 4
4 3 4
5 3 4
5 3 5
5 3 5
N.VENICE, FLX05
N1114o-'M
MRT.OF AUR1. MM
HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FULL DP)
HEAD 2
-4
JAMB ABOVE
REVISF-D
"FABLE 8. KEY[:"" -'-PRODUCT
;; i. ;Arr,•- '
MAX. PSF
as Om'drme w'm m. Fria
°aruwl-063D.L\g
(DP LP.ARED) 112
JANB BELOW 2
9r
MTG. RAIL
rai DraT•I -
4
++aoN....... h'4ji
(FULL
JCENBE'..C�•i�'
JAMB BELOWB
MTG. RAIL
_ * NO.58705 '.
SEE TABLE 3 FOR
FULL OF
-_ /C� ��,,#c��
=p�"�rj�1Z (,O:c
,
SM -I ATS1 10 •'11
A.
i
NOTES:
a EXTERIOR INTERIOR i FOR CONCRETE APPLICATIONS IN MIAMI-DAOECCUNtt, USEONLYMUIMIAADE COUNTY
_ 13/4',MIN EDGE N(ODDANOHOR
s- (ULTRACON'ANCHOR) -' be _ ,(ALLHEADAND811 DETAILS) - �'- APPROVED 1/4`ELCO ULTRACONS OR 1/4 SSa CRETEtFLEX MIMM,U,MDISTANCE. ROM
" ANCHOR YO CONCRETE EDG9IS.-L5I4 FOR ULTRACONS INTO CONC. 2 �jaE D FOR
n
e •�I/4272'MIN EDGE �' _ ONCRETEANCHOR f ear -, Sf+s ,) ?¢rcUETRACONSAND CRETEFLEXINTO,CMU ANUCRETEFLE)(INTO CONC;
a ' - zxW60D sucK �-
3.,+11CRETEFL'E%•ANCHOR) , yti4y �( EE.NOfTE 183)i -. -z s$E�'Y()'iE 3) f J f 71MIN,:EOGE'AY;, FOR' WOODrAPPLICATI0N-SINMIAMI-0AOECOUNTT,USE#12SzEEL'SCREWS(G5). f �' _ j, k s•t ,.
'•` 3.35'KSI IN,
'�, t t ,y,Ht �yy pr�ry't s roy :�5 A ED66ihMONNAILS,TYPEI, STYLE =FM MOFI
�, v .i•1/4"SSbGRETE•FLl=1(.FOii DETAILS'' obR G.fii1dw
'072112 COMMO,N_; ILS F78G7'NTED f' yLY•. '
"•` ` SA7 Z(ed))Btl PENNY SS ZINGCO �•^- - S`
CONCRETE ONLY (SEE DETAILS E. F AND G THIS SHEET)
1 3/4' MIN.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1X o MIN TOTALTHICKNESS IS LESS THAN 1 12'. tz WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOODBUCK �_ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) 1I2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4. 1/Q, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX..MA% 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 6063-T5 AND A MINIMUM OF I/8"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAILA DETHILB THE MATER.AL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045"
sTHICK QiEVETAL STRUCTURAL MEMBER SHALL BE OFASIZE TO PROVIDE FULL
'.TypICAL'FL'ANGED'HEAD ANCHORAGE''" '"`' 'l'^S t'_wr �r SUPPORYTO THEVANDOW FRAME SCMIIAR.iO THAT�SHOWNJN.THESE DETAILS:FAR 2x ,.
-- - ... --. WOOD BUCKS THE'ANCHORSHALLBEA#12SHEET,METALSCREWWITH FULL
P t 11/4•M11J bOE C U ,-:13/4'MIN: EDGE,IULTRACON INTO LONG) C i.i ¢,d' yu>=f tR ENOAGEMENTJNTV THE METAL:HIF'THESE'CRITERIA,/LRE MET, THE RESPECTIVECESIGN
t .{' ✓,tti-i 2tf.y:S -•$+G !„ +a1( �f f+ I; J i-le AhS'EDGE(ULT-J RETEFLEXIMOChaU�B CRET�@1,E2<UfR0,C07.1(t`J ,vetpRl S$IIR�SfiNO"ANCHORAGE S7'AC•ING FOR ULTRACONS MAYBE USED. 1 A
t3, htn..:GG UI K) ,o ` ,,G.I1 yri.. "'y' `-- re6.'ANCHORS ARE NOT�REOUIREDAT THE SILL OF FLANGED UNITS. -
'" 1/4 MAX.- IM-�{'L+--�-" 1318 O'FLATHEAOANCHGR6,WHERE REQUIRED, MUST HAVE TRIMFITHEADS.
IN. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
1/4"MA%. SHIM-�{I 111��� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHCR 'I O PMIN.EDGE FLORIDA BUILDING CODE.
H BELOW MEETING WOOD ANCHOR.
L. (SEE NOTE 2) FH BELOW MEETING
'T KSI MIN. CONCRETE
RAIL. (SEE NOTE 2)
`— R1.5 KSI MIN. CMU 4
INTERIOR
(ALL JAMB DETAILS)
1x BUCK OPTIONAL WITH SOLID CONCRETE OR -EXTERIOR
CMU SUBSTRATE (SEE NOTE 3) - v
DETAIL C . DETAIL D v
TYPICAL FLANGED JAMB ANCHORAGE
7/4" S/8'MIN EDGE
2-1/2' EMBEDMENT M''I U4"
SHIMAX, WOOD FRAME SHIM
WOOD FRAMF w
:11" I' S18"MIN EDGE �. .-. ..-r vltoDU�Rw�.n fee Flarias ' c w�..
•,ft .._ :.f. - -'-1131 ,DI0.MIN: esmmpnre _
z 21n' NAIL, 3uldm3 cede
2-1n EM FOMENT �- I Attxpuxe No 1 -0 0.08
AT CORNERS I non Dae %D21
.131' DIA. MIN. AND 5' O.C.
x 211T NAIL, WOOD FRAME B
AT CORNERS ,Wam, ade 'a .t
AND5'O.C. 3' MIN. EDGE y ffHi lfpt
.131. OIA. MIN. I zz ♦ aOtJY i
Ira' x21n'NAIL, 0 `... �i
MAX AT CORNERS
SHIM AND VOID. ENT
2-12'EMBEDMC ,P
DETAIL E, _ # No. sB7D5
(JAMB) DETAIL G, (SILL) '
I. DETAIL F, (HEAD) ) -
TYPICAL INTEGRAL FIN ANCHORAGE %i1 6,22 4 •�`
SOT •. STA EOF )J(V
10IOTECn?LOGYORNE
K. veNice. tlwrs ANCHORAGE DETAILS %FS .....fon.:'G�?,:
1.eu ALUM. SINGLE HUNG WINDOW, IMPACT 'S��NAL
gx CEPT.r mpAVM.IAHe _
JR 08LH�/7 G REVISEOTDM4TCHNEW2011 FBCANp/GRAGE ro s,.,eue FL
P.E.ILL870 P.E.
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