HomeMy WebLinkAboutProduct Approval (3) i
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M�IA�tM�J1t1 hIIAMI-DADS COUFlIY
0000 no PROb,CTCONTROLSECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 is05 S W 265treet Room 208
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BOARD A CODE AD6I rMTRATION DIVISION T(786J 315.2590 P(786)315.2599
NOTICE OF ACCEPTANCE(NOA) wnvw.mm alaaaerav/eeaaamv
'PGT Industries,Inc.
1070 Technology Drive
North Venice,F 34275
!SCOPE-
:This NOA is being issued under the applicable rules'aad regulations governing the use of construction
I 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
I Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AIU(in areas other than Miami-Dade County)reserve the right _
to have this product or material tested for quality assurance purposes.If this product or material fails to
perform in the accepted mamer,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance,if it is determined by Miami—Dada County Product Control
Section�that this product or material fails to meet the requirements of the applicable building code. j
This pw`,duct is approved as described herein,and has been designed to comply with the Florida Building
_ Code,ncludiug the High Velocity Hurricane Zone:
DESCRIPTION:Series"SH7700A"Aluminum Single.Hung Window—L3LL
-' APPROVAL DOCUMENT:Drawing No.7700NOA-1,titled"Aluminum Single Hong Install(LM)",
sheets 1 through l I of 11,dated 04/01/18,prepared by manufacturer,signed and sealed by Anthony Lyn
Miller,P.E., bearing the Miami-Dada County Product Control Approval stamp with the Notice of
Aceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
I
LABELING:Each unit shall bear a permanent label with the manufachurer's name or logo,city,state, I
- modellseries,and following statement:"Miami-Dade County Product Control Approved",unless otherwise j
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change '
i in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of my product,for sales,advertising or my other purposes shall automatically terminate this NOA.Failure i
to comply with my section of this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT:The NOA number preceded by the wards Miami-Dade County,Florida, and '
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
J This NOA consists of this page 1 and evidence pages E•1 and E-2,as well as approval document mentioned
I above..,..
The submitted documentation was reviewed by Manuel Perez,P.E.
- i
I COMMON
8 NOA No.1"430.06�161(g Expiration Date:August23,2023
f Approval Dale:August23,20i8
Pagel
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PGT Industries,Inc
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.7700NOA-1,tilted"Aluminum Single Hung Install(LM),sheets.1
through 11 of 11,dated 04101/18,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
j 3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-18-7835.1,dated 0.4/03/18,signed and sealed by Idalmis Ortega,P.E.
2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94 I
5)Cyclic Wind Pressure Loading per FBC,TAS 203.94
6)Forced Entry Test,per FBC 241132.1,and TAS 202-94
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTIr18-7835.2,dated 05/04/19,signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 614
Edition(2017),dated 0423/18,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
;D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel �
Product Caatr E:a tact
NOA No. 30.06
Expiration Date:August 23,2023
Approval Dale:August23,2019
li-1 i
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PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.17-1114.14 issued to Kuraray America,Inc.for their
' "Trosifol®U►traclear,Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08119.
2. Notice of Acceptance No.17-0808.02 issued to Kuraray America,Inc.for their
'SentryGlas®(Clear and White)Glass Interlayers^dated 12/28/17,expiring on
07/04123.
F. STATEMENTS
1. Statement letter of conformance to FBC 04 Edition(2017),dated April 24,2018,
issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated April 24,2018,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No.18.0005R issued by the Product Control Section,dated 01/16/18,signed
r by Manuel Perez,P.E
G. OTHERS
1. None.
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Monuet 'Era
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Product Control E a er
NOA No.I 0.06
Expiration Date:Augwt23,2023
Approval Data:August 23,2018
E-2
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SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW \17-/3r16•MAX.O.C� DESIGN PRESSURE RATING IMPACT RATING
i)THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF /� 1&Y8'M4X VARIES PER GLASS TYPE, LARGE a SMALL MISSILE
THE FLORIDIA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE SHEETS 2.5 IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS FOR IN /
INSULATED GLASSTEMPERED,
INSTAL LATIONSABOVE30•IN THE.13 O THE OUTBOARD LITE(CAP)
.MUST BE TEMPERED,USE ONLY GLASS TYPES 7,7,12,13 OR 15.
17-3/4-MAX. 17-314• 52-IJW MAX.BUCK WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY,USE ONLY MIAMI.OADE COUNTY (17.114'BUCIO MAX- 9-12"MAX• ,1 L�� 4-11H6'MAK
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE B,SEE f-� O.C. r (9'MAX.BUCIO D,SEE _ -I I`5'MA%.O.C. 4pp_odas—wy�INyw
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE NTH MIN.KSI SHEETS gaE SHEET tD BN/dlegC
PER ANCHOR TYPE _ _ _ Dme
ASEE C,SEE t- iOAtl
4)ALL WOOD BUCKS LESS THAN 1.171'THICKARE TO BE CONSIDERED IX INSTALLATIONS. SHEETS 469� SHEET to` I N1ad D+de Pmdn Lm1�
IX
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
�-
BUCKS DEPICTED AS ZX ARE 1-12'THICK OR GREATER IX AND 2X BUCKS RMEN USED) EQUALLY O
SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE SPACED
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBRITY OFTHE ENGINEER.(EOR) ANCHORS PER T i
TABLES 6 a T
OR ARCHITECT OF RECORD,(AOR). I 17.71 O.C.
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5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR -I MAX. I I BT
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. 1 12-+I76'MAX. TIP MAX.
FLASHING +
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING B SHING STRATEGY X O.C. TO BUCK -
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND ISBEYOND TIP X HEIGHT
THE SCOPE OF THESE INSTRUCTIONS. EQUALLYSPACED I I / _LT HEIGHT I L/
ANCHORS PER 13.511V MAX.O.C.
6)1/4-MAIL SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES 8 aT I I / _ I U m Y
NOT FLUSI TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. i 'e{{'- _ _� 5.MAX.
i > q o rn
a+2`Mnx. + o.c, C 3
i)DESIGN PRESSURES: is.
BUCK) I 0 $ 0
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PERED
ASTM E1300. A A Y r e2 alo0 O
B.POSMVEOEStGNLOAOSBASE00N WATER TESTPRESSURE STRUCTURAL&CYCLE ''{{��'' NOANCHORSAT514 . 1
TESTING AND GLASS PER ASTM E13DO. D Dom'-' O o Z
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 53-1/8'MAX.TIP TO TIP WIDTH 1-WEEPNOTCH 4.11116'MA%. VWEEP NOTCH O LL C, pLU
AT EACH END AT EACH ENO Z
(I)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS U U d
ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH e•om
HAS NO BEEN
1)THT REQUIRED ESIGN DESIGN PRESSURE THE1.6 LOAD
°A DSTRESSDURATION
INCREASE W Z V �� J r
HAS NOTBEEN USED IN THE DESIGN OF THIS PRODUCT.THE7.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-CITE CONFIGURATION EQUAL-ARE CONFIGURATION ~wr. < a
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO
CO
NIACTWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE I:ALLOWABLE GLASS TYPES Z o Z r
FLORIM BUILDING CODE FOR CORROSION RESISTANCE. USER INSTRUCTIONS:
91METALISUBSTRATE TO MEETMIN.STRENGTH AND THICKNESS REQUIREMENTS PER Glass
yp Description(Lismd from Exterior to Interior) DIP
Type Table DIP B 1)DETERMINE THE SITE SPECIFlC,WINDOW OPENINGS DESIGN ? J
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING 1 UWAN,.090'PVB,1/8"AN 2 PRESSURE REQUIREMENT FROMASCE 7. m = W
JURISDICTION 2 13MU'LIG:118'AN CAP,AIRSPACE,IIW AN,.0901 PVB,118'AN 2 ® m ed
2)KNOWINO YOUR OPTION(TABLE I),WINDOW r D,
10)REFERENCES:TEST REPORTS FIT.18-7835.1 a 18-7835.2;ELCO ULTRACON NON ELCO 3 13f16'LIG:1/8"TIP CAP,AIRSPACE,1/B'AN,.090'PVT,1/e'AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN a (7 P. 1e
CRETEFLEX NOA;NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION, 4 118'HS,.090'PVB,I/B'HS 4 PRESSURE FRCM TABLES 2-5.IT MUST EQUAL OR EXCEED THE z F
ANSVAF6PA NOS&gLUMINUM DESIGN MANUAL DESIGN PRESSURE REQUIREMENT FOR THE WINOOWOPFIJWG € to O
5 3116'AN,.090'PVB,3116'AN 4 ¢ Z
OBTAINED IN STEP 1. J
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 6 13/16"LIG:3118'AN CAP,AIRSPACE,IIW AN,.09T PVB,UW AN 4 Q Z 1
7 13(t6"LIG:3/I6'TP CAP,AIRSPACE,1/8"AN,.DST PVB,1/B'AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 a7. W
8 3116'AN,.OW SG,3/16'AN 5 j Z
FIGURER ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL L PER SHEET FOR FIANCE 9 FORIATION,SHEET8
-� WIDTH -+{ WIDTH �-- +{ WIDTH 9 3/16'HS,,090"SO.AN AP,HS 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Q O
10 13116'LIG:1/8"AN CAP,AIRSPACE,1/e'H5,.090'SG,1/8'HS 5 INSTALLATION. an!1��seO sc
TT I 1 F 11 13/16'UG:11W AN CAP,AIRSPACE,311W AN,.090'SG,311W AN +5 NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME 1111 t 111/l//
12 13116'LIG:1/8'TP CAP,AIRSPACE,1/8'HS,.09W SG,1/8'HS 5 PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL RN OR
13 13/16°LIG:119'TP CAP.AIRSPACE,7fi6'AN,.090'SG,3/16'AN 5 EQUAL LEGlBOX). ; 1�.ON•••'•..,•/t!/
C Q 14 13/16'LIG:3/16'AN CAP,AIRSPACE,US"HS,,090'SG,1/8'HS 5
C. 15 13/16"LIG:3/16"TP CAP,AIRSPACE,1/8"HS,.OW SG,11W HS 5 No.58705 P
777H/ .w.I o
1 1 / L 1 SG=KURARAY SENTRYGLAS INTERLAYER BY GENERAL NOTES...........................__....___...1
S 1 1 1 CODES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS..........................................._..._..__ Q
RECTANGULAR RADIUS-TOP RECTANGULAR PVB=KURARAY TROSIFOL®PVB INTEALAYER BY DESIGN PRESSURES/GLAZING DETAILS___2-4 �A' <4
WITH EQUAL WLTH PROVIEW WITH CUSTOM :2017FLORIDA BUILDING CODE(FBC),6TH EDITION �O ST TE OF !(7
KURARAY AMERICA INC. ANCHOR QUANTITIES......................___..._-.5-6 .(�
CUTE SASH SASH SASH �ASTM E7300419 AN-ANNEALED INSTALLATINSTALLATION,FLANGE........................_...._.7 i(C '• ORID�•. \��
�ANSVAFBPANDS•2015 FOR WOOD CONSTRUCTION _ /i LS
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES ALUMINUM DESIGN MANUAL,ADM-2015 TP=T TEMPERED NGTHENEO INSTALLATION,INTEGRAL FIN......._._.........._..B '/It11p t. %
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING -AISI SIOD-12 EXTRUSION PROFILES._............_._....___....._1p /I1111111A
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -AISC 36G.10
TABLES ON THE FOLLOWING SHEETS. ASSEMBLY&PARTS LIST.............._.�_....,_11 A LPFJ58705
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M''Cif•'•.• •.�'��`�� g ANCHOR QUANTITY TABLE ??&JENS ROSOWSKI 6
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INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND W
EDGEDISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRE/CMU.
O _ _____ SEE NOTE 2,THIS SETHEET.
ANCHORRED EDTHR THROUGH r T� � EMBEDMENT EMBEDMENT
FRAMEINT02XWOOD 114•MAXSHIM 1/4"MA%SHIM+I
FRAME OR BUCKSTRIP. I 1
SEENOTE,2,THISSHEET. I EMBED' 1 T q SASH VISIBLE
MENT EDGE SASH
17 EDGE
DISTANCE IF 4pprond.—plila9�uLfm
JI�� F±f B div6 Code
1/4'MAX SHIM
19 D'�Ag
XDAG
27 FIXED VISIBLE _1 el Dade Pmduel vno
L _ L-_L I LIGHTWIOTH III ••
1 SEE TABLE
NOTE B,FOR '
3°
18 HEAD TYPE
FIXED TTYPE, qq
VISIBLE EDEMBED DISTANCE
EMBEDMENT
AND
EMBED •• -
LIGHT GE PER
HEIGHT SUBSTRATE,SEE 31 R 58
TABLE 8.
1 "T."..
IPTOTIPWIDTH TYP.ANCHOR TYPE,
1i EXTERIOR EMBEDMENT AND w Y
45 TYP.ANCHORTYPE, HORIZONTAL SECTION A-A EOGE DISTANCE PER m = rn
EMBEDMENTANO EDGE SUBSTRATE,SEE > 0 3
DISTANCE PER SUBSTRATE, TABLE&
14 SEE TABLE B. 1/4•MA%.SXIM }n &lap O
VISIBLE LIGHT FORMULAS: p N i
48 55 DADE APPROVED MULLION,FBC (SHOWN FOR HFRISE SILL:SEE J Z
COMPLIANT ALUMINUMISTEEL FRAMING SHEET 9 FOR STANDARD SILL) 0L o S
TIp OR STEEL STUD.MAY BE VERTfCAL OR Z _W u n 1
TO 13 HORIZONTAL SEE SUBSTRATE WIDTH L)U d 9p
TIP USE EITHER PROPERTIES,TABLE B. @SASH B FIXED UTE:TIP TO TIP MOTH-5.1T
HEIGHT SWEEP LATCH® !-W.p-. o� Q m
MIDSPAN OR 2 HEIGHT(EQUAL.LITE) r 1 W
BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73' Z o' z
SAS INSTALLATION HEIGHT(PROMEW) z
VISIBLE OPTION @FIXED LITE.TIP TO TIPHEIGHT2♦3.78'
LIGHT ANCHORED THROUGH ®SASH:TIP TO TIP HEIGHT2-11.93" =
HEIGHT FRAME INTO METAL ® $ Z
HEIGHT(CUSTOM SASHI J O
@FIXED LITE:TIP lO TIP HEIGHT-SASH HEIGHT•756'
@SASH:SASH HEIGHT-4.6W € N LU la
EXTERIOR TABLES: < j WX ,
to 33 Anchor Substrate Mn.Edge fAn.Embednenl NOTES: z W
Distance w z
15 P,T.Southern Pine(SG0.55) 9/16" 1-3/0' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Q j aa i
OPTIONAL HI-RISE #125feel,, Alumina TABLE B.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q m
42 SILL SHOWN.SEE 18-8 or 410 R46063-TS(fin. 318" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a�py•asapo
,,WEEP SHEET 10FOA THE WINDOW.
NOTCHAT STANDARD SILL SS Screw A.36$teal 3/8" 0.063° L7j1I111r1 j/s/'
EACH END va'Mwl Steel Sold,Gr.33 nin. 318" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �` YLYN 77,
B.ALL WOOD BUCKS LESS THAN THICK ARE TO BE ON.•••.. N
SHIM Concrete(min.3.35 ksi) 1" 1-3/4" ` 0
114'410$$ CONSIDERED INSTALLED
DIRECTLY
TO WOOD BUCKS ARE OPRONAL ``�'�•:'L,\CENSS'•.C(<.
CteteFle% UngrOuted CMU,(AS7M G90) 2-112' 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q'; •.
P.T.Southern Pine S(a-0.55 1" 1-3/8' OEPICTEDAS2XARE 1-12,THICK OR GREATER IXAND2XBUCKS No.58705
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER *:
NOANCHORS Concrete(Rtin.2.851L5i) 1" 1-318" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND
REQUIRED IN • 174"Steel (NSTALLlTION IS THE RESPONS(SaITY OF THE ENGINEER OR Cep�'S• 4
• Ungrauled CMU,(ASTM G90) 2-112' 1-1/4' (/ �g
FUWGE OR Ul racon ARCHITECT OF RECORD.
A OF
EQUAL-LEG P.T.Southern Pine S(r0.55) 1' 1-318" ��A ',FLOAIOP �•
FRAME SILLS • • A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS •,-- O•�
B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANME%/FLAT HEAD TYPE IS DAYLIGHT
OPENING)IS MEASURED FROM BEADING TO BEADING. NA(-�'N
VERTICAL SECTION B-8 ALLOWABLE FOR ANCHORS IN THE HEAD. Illll..
C)'UNGROUTED CMU°VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E.
P.E•68m
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INSTALLATION DETAILS FOR EQUAL-LEG FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 EDGE DISTANCE
DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCRETEICMU.
f- _T___ ____ r__� SEE NOTE 2,THIS SHEET.
ANCHORED THROUGH EMBEDMENT EMBEDMENT
FRAME INTO ZX WOOD
FRAME OR BUCKSTRIP. 1/4'MAX SHIM 1I4'MAX SHIM-+I �--
SEENOTE2,THISSHEET. EMBED- I
••-M Lam,SASH VISIBLE 17
�1J"1`• EDGE I LIGHT WI07H AGE apDlereAgmmp)y1sXs�m
DISTANCE
DISTANCE RnNJn BpGJS�g
1/4'MAX SHIM 19 y+pAy-�IavaP
27 L__ _ ____l.__J FD(EOVISIBLE _1 •° IH dIOaQe PnQu
SEE TABLE UGHTWIDTH
3 NOTE B,FOR •° v ,
30
18 HEAD TYPE
- FIXED TYP.ANCHORTYPE, 44
VISBLE EMBEOMENTAND
LIGHT EDGE DISTANCE PER -
SUBSTRATE,SEE
HEIGHT TABLES. 31 5 R 5B 6
32 I- BUCK WIDTH I TYP.ANCIIORTYPE,
EXTERIOR EMBEDMENT AND Y
TYRANCHORTYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER y n M
IJ 45 EMBEDMENT AND EDGE SUBSTRATE.SEE 2
DISTANCE PER SUBSTRATE, TABLE B. Q a 74 SEETABLER, >A rn A O s
�{ Imo--N4'MAX.SHIM VISIBLE LIGHT FORMULAS: p g� N
it
46 55 I I (SHOWN FOR H4RISE SILL;SEE p J o �F Z
J q3 SHEET D FOR STANDARD SILL) Z LL
13 DADE APPROVED MULLION,FBC
BUCK COMPLIANTALUMINUMISTEELFRAMING WIDTH
HEIGHT 63 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR @SASH 8 FIXED LITE:BUCK WIDTH'4.12- H Z o
SWEEP LATCH® HORIZONTAL.SEESUBSTRATE Dl v ¢ on
MIDSPAN OR 2 PROPERTIES,TABLES. HEIGHT(EOUALIREI 1-
BOTTOM LOCKS BUCK MEIGHi2-3.27' 2 Z
SASH INSTALLATION HEIGHTrPROMEW) [7 s
I VISIBLE EQUAL OPTION 4 @FIXED LITE:BUCK HEIGHT2♦4.28' Z Z L
LIGHT LEGIBOX ANCHOREOTHROUGH @SASH:BUCK HEIGHT2-11.43' $ _ r
HEIGHT FRAME FRAME INTO METAL U
SHOWN HEIGHT(CUSTCMSASM W
®FIXED LITE:BUCK HEIGHT-SASH HEIGHT ® U'
Z � w:
SASH:SASH HEIGHT-4.60- € In X
EXTERIOR TABLE B: < C0
NThn.Ede o
12 33 Anchor Substrate Disbnea Min.Embedment NOTES: G
15 P.T.Southern Pine(SG-0.55) 8/16" 1-3/8" 1)USE ONLY SUBSTRATE-APPROPRWTE ANCHORS LISTED ON O
OPTIONALHI-RISE #12 Steel, Aluninum,6063-TS Rin. 3Ig" 0�" TABLE B.FOLLOW EMSEDMENTANO EDGE DISTANCE LIMITS,ANY Q (L
42 SILL SHOWN.SEE 1&8 or 410 INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF aS!r'asap say
1'WEEP SHEET 10 FOR THE WINDOW.
NOTCH AT STANDARD SILL SS Screw A36 Steel 3/8" 0.063"
EACH END 114'MAX Steel Stud,Gr.33 nin. 3/8" 0.045' 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLEItY LYNN1j'�.,
�SHN1 Concrete(nin.3.351rsi) 1° 1_3J4° B.ALL WOOD BUCKS LESS THAN I.12'iHICKARE TO BE �`� ON...-YNI
1/4"410 SS CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPRONAL :�'� �hCENS• C i
C"410 BX UngrcUlBd CMU,(ASTM GBD) 2-112° i-1/4° IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SUCKS
P.T.Southern Pine SG=0.55) V 1-3(6" DEPICTED AS 2X ARE 1.12'THICK OR GREATER.IX AND 2X BUCKS No.511705
NO ANCHORS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
REQUIRED IN 1/4"Steel Concrete rrin.2.85 I6i) 1" 1-3/8" LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND
FLANGE OR s UngroUted CMU,(ASTM C-90) 2-112° 1-1/4" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ��
EQUAL-LEG Utracon ARCHtTECTOFRECORD. � '. I LV`
FRAME SILLS °•'. P.T.Southern Pine(SC— i` 1-318" �O,p'•.. D (�
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WROTH OR HEIGHT(ALSO REFERRED TO AS (C •-•;ZORIDP NRI
M
B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD, rrllllllLt"
C)-UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,REP.EoILLER
58705
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INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
DISTANCE DISTANCE
f�--EMBEDMENT 1 a rn
EDGE
-�6 '
STANCE 1/4'MAXSHIM 1/4'MAXSHIM
5MBEDMENT Hi�IA/
27 19 7Ufu Pole
�1/4'MAX EMBEDMENT FIXED VISIBLE
i 2 SHIM ( I UGHTWIDTH I t�
SO 18 TYP.ANCHOR TYPEFIX ,
EMBEDMENT AND EDGE
BU DISTANCE PER SUBSTRATE,
LIGHT SEE TABLE 9. 44 -
HEIGHT
31 5 R 5B
5
32 r BUCK WIDTH
HORIZONTAL SECTION C-C EM TYPO ENCHDRTTOGE _ m oYi
45 DISTANCE PER SUBSTRATE,SEE f9 3 "�
TABLE 9.(NAIL SHOWN) ❑ p N DADE APPROVED MULLION,FIG � �
h
14 OR STEEL STUD.MAY
BE
R FRAMING z C
1/4'MAX SHIM +{ OR STEEL STUD.MAY BE VERTICAL OR ❑�Np aloe �
HORIZONTAL.SEE SUBSTRATE Os'1 a Z
43 PADPERnI=.s,rAeLE9. VISIBLE LIGHT FORMULAS: z U--
BUCK 13 (SHOWN FOR STANDARD SILL;SEE =W`— 'a J. lg t
HEIGHT USE EITHER 1 SHEET570Re FOR H6RISE SILL) W U m � j •O'0 .o
SWEEP LATCH f10CR fit STEEL WIDTH m G sd
MIDSPAN OR 2 48 55 SELF-0R 2ST n o BOTTOM LOCKS SMS(GS),SEE TABLE 9. SASH S FIXED LITE.BUCK WIDTH-4.12'
SASH, HEIGHT(EGUAL-LIT Z `
I VISIBLE BUCK HEIGHT2-3.2T Z O l
LIGHT INSTALLATION r
HEIGHT OPTION HEIGHT IPROVIEWI m = W e
®FIXED LITE:BUCK HEIGHTft 4.28' ® rma W w
ANCHORED THROUGH INTEGRAL FIN INTO METAL ®SASH:BUCK HEIGHT2-11.43' X Z Z lad
HEIGHT[CUSTOM SASH 1 5c to
STANDARD SILL QFIXEO LITE.BUCK HEIGHT-SASH HEIGHT-ZS5' ¢ ll
EXTERIOR 16 SHOWN.SEE OSASH:SASH H EIGHT-4.60- Z Q
33 PREVIOUS SHEET K
42 B FOR OPTIONAL HI-RISE SILL W
1'WEEP O J F
NOTCH AT Q Z
EACH END TABLE 9: el'asa0 sal
1N'MAX Min.Edge Min. NOTES:
SHIM Artchar Substrata Distance Embedment
1)USE ONLY SUBSTRATE-APPROPRIATE N'I LYNN
2-12'x.113"Box Nail P.T.Southern Pine(SG=0.55) 5116" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW
2-112'x.131"Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 EMBEDMENTANO EOGE OISTANCELIMfTS.ANY \�'JOENSp'•.�(�
2-12'x.145"Roofin Nail P.T.Southern Pine SG=0.5 318" 2.436 INSTALLATION OPTION SHOWN MAYBE USED No.58705 •P''
TYP.ANCHOR TYPE. G'7 9 ( ON ANY SIDE OF THE WINDOW. z*; *;
EMBEDMEMAN 'EDGE EDGE DISTANCE 2-1/T x,146'Roofing Nail P.T.Southem Pine(SG=0.5S) 319 2-438 ;
DISTANCE PER SUBSTRATE, 1 2)VISIBLE UGHTWIOTH OR HEIGHT(ALSO •p%� '
_1 P.T.Southem Pine(SG=0.55) 1/2' 1.375 D:
SEETABLE9. 010 Steel Twsshead SCIOWo REFERRED TO AS DAYLIGHT OPENING)IS
(SCREW SHOWN) EMBEDMENT 0.125'Aluminum,6063•T5 m(n. 6118• 0.125 MEASURED FROM BEADING TO BEADING. 0 ST :•((/`
N72 Steel,l6d or 410 SS �� •'.F(ORIO?.•'' ��0.050"A36 Steel &16"
VERTICAL SECTION D-D 6creY 0.046"(18 Ga)Steel Stud,Gr.33 min. 6116• 0.045 sS oNAI)E�G
A)MIN.OF 3 THREADS BEYOND THEMETAL SUBSTRATE
1 A LYNN eA. S
P.EI SST05
I
I
i2.560- ""S. 2.060'---�
2.848'
2.848'
1
F�.Ofi2'
1.125'
IL
2.B4a•--�! .osr .osr .osr
2.112' I 2.Rd
272d ID '
tAB9° +PPsace4 v zam,W,4 M1116
.O6T .O6Y .osr .ser• 1.125' ooti B�IWey e
i r�Da4.Ploevn
OFLANGE FRAME HEAD ONEAD FIN FRAME O EQUAL LEG FRAME HEAD OFLANGEFRAME"B (D INTEGRALFIN FRAMEJAM OEQUAL LEG FRAME JAMB
2.79r-+1 2.798' 2798•
2.798' 2.798'-� 2.799•-�
� mY
3.B9e• fu rn
2.841' 3.d6T 2.341• 7.508• 4.133' K rn C 3
O o 07
.08r .O6Y .062° .W2' .082' .OBr 1•n o a1W O
�° T ILL oV 1 W
O FIANGE FRAME SILL L OB EQUAL LEG FRAME SILL FLANGE FRAME SILL 1'1u EQUAL LEG FRAME W U
J}-_. O SILL HI-RISE F"W Q y
OB INTEGRAL FIN FRAME SILL F'
O INTEGRAL FIN FRAME N
227T--� SILL-H6RISE Z Z
�{ 1.300 .120• 2.27Y (
I 7170 I
STRUCTURAL SILICONE HOT-MELT BUM ® W '
POLYISOBUTYLENE 1/4'NOM. STRUCTURAL WIa•NOM. J
277r WITH SILICONE • Z ix
2.211' UU 2.106. .O6P � DESICCANT FOAM WITH Z N
2.150' z--IU .OBr 1.275. DESICCAIfI Q Z
.O6Y EXT.GLASS O 7 tq i
EXT.GLASS 4
I I I� �I 1.300' NT.GLASS INT.GLASS O Q X L
? .062-�{� 1.300' f - '7 1.700° �- Ul
SASH BOTTOM RAIL- 70 KOOISPpCE 450 TPS 71 SUPER SPACER®NXT^' an!L'asap zai
Il SASH TOP RAIL 14 FIXED MEETING RAIL 15 HI-RISE O SASH BOTTOM RAIL R SASH SIDE RAIL
1 `+1111111 11//7
ALUMINUM POLYISOBUTYLENE DESICCANT FILL �.•,.••""-••.41/ '
{{��..�� II....�� REINFORCEMENT SjEAL 5116NOM. �P2�:• (.ICENy`F'•,((�
{�1.522'+-� I �: .466'-� "'�'I.61T I •+I.496' I SILICONE SEAL '•P
I 1 ,s2r 'PQ0 I-L I-� BtmL6 ROLL-FOR _�•: N0.50705
(((�����y STAINLESCANT S ST
.040• .B73' B02• � ,802' �^ OEG FOAM _�
EXT. ��•'�S qT ��
1370- IXT.GU155 •n•, F ;(V
070' ,046' %(C IN7.GLASS •••'cLORIO7;.•'G��`
IB MEAD ANCHOR INT.GLASS
COVEH IB SASH STOP COVER ®IC BEAD QIG SNAP OEAD O6I18'LAMIBEAD ET 7/18'LAMIBEAD I///I�NAL1E11+
72 OURASEALm SPACER - 73%LEDGELu SPACER
A LYNN W11 P.E.
P.E968705
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TABLE 11:
Ila#m P(,7Part# Description Material 51 ASSEMBLY DETAILS FOR
1 84 1 Head,Flange 71um.6 663-TB FLANGE FRAMES
2 624017 Head,Integral Fin Afum,6063-TB (OTHER FRAME TYPES SIMILAR).
3 624028 Head,Equal-leg Alum.6063-TB a
4 624004 Jamb,Flange Alum.606576
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-152 1 4
5 624020 Jamb,Integral Fin Alum,6063-TB 51 +pprs•ed•s WMPlY6&WRh '
6A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063452 BptdmxL
B 624031 Jamb,EquaHeg Alum.6063•TB vo/u O
SA IJamb.Equa 4eg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD 1m>v Da6rPn/xrt caee.
7 624002 S)11, 001,
Flange Alum.6063•TB =
a 624018 Sill,Integral Fin Alum.6063-TB INTERIOR
9 624029 Sill,Equal-leg Alum.6063-TB 41
10 624003 Sill,W-Rise,Flange Alum.6D63•T6 JAMB
11 624019 Sill,KAise,Integral Fin Alum.6063•Tb
12 624D30 Sill,HI-Rise,Equal-legAlum.606346 4 14
13 624006 Sash Top Rail Alum.6005A-T61
14 624005 Fixed Meeting Rail Alum.6005A-T51 INTERIOR
15 624012 Sash Bottom Rail-Hl-Rise Ahun.6063•T5 JAMB 00
16 624068 Sash Bottom Rail Alum.6063.78 W
17 824007 sash side Rail AIum.6063•TB FIXED MEETING RAIL Era c O
18 624051 Head Anchor Cover Alum.60634e
19 624015 Sash Stop Alum•6063-TB O '
25A 624OW IG Bead Alum.6063-T5 — OW
258 624011 IG Snap Bead Alum.6063•T5 0 c d W
,26 624013 5116"Land Beading Alum.6053•TB Z W e 9� g r
27 •824028 7116'Lami Beading Alum.6063•T8 ° SASH BOTTOM RAIL U u d o a d e
30 BTP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH
31 6TP248 Glazing Bead.Blab Vinyl for#624009&9624011 vinyl 4 SIDE 16 o
32 724D48 Sweep latch(@ Top Ralf) Cast Lnc RAIL o Z°.' Z
33 624049 Bottom Latch(@ Sill) Alum.6063•TS JAMB '
34 Setting Block(118'X 11r X 4-) Neoprene z
35A IG Setting Block(17B"X3/4'X 4') Neoprene = Q
35B 724014 IG Snap Setting Block Vinyl 17 ® m
36 724044 Bottom Rail Weatherstrp Extension
37 724053 Sill Gasket Polyethylene 37 Z W r"
38 724g54 Sash Top Rail Gasket Polyethylene rn Z
39 724055 Sash Bottom Rail Gasket Polyethylene a j O
40 724057 Head Gasket Polyethylene o 2
41 724063 Meeting Rail Gasket Polyethylene w r
42 612260 Sash Bottom Rail Bulb Vinyl Polyethylene 39 INTERIOR O L
43 Weatherstdp,.270'x.18r.Fin Seal(@ MR) 4 m
wet.sao sq
44 67S16G Weatherstrip,.170•X.270',Fin Seal(Q Sash Side Rail)
45 Weatherstrip,.170•X.107",Fin Seal(ig Top Sash Rail) vvvv j j 11111 j I rlrrr'
46 ,vedes Balance Wth Cover B'Trim RlgidVinyI SILL TABLE W:Olt MAIERIAL PROPERTIES USED . �NYLYNN,y�� 11
51 781PSQX #8 X 1'PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS :`��:'ICENat''..1(i
55 7834AA #8 X 314"Ph.PN SMS(Balance) Stainless Steel 7 Material Min Fr Min.F. Q=:• •'•,'Q
63 Alum.Screen with Fiberglass Mesh Vanes Steel Seew 92 ksl J1920k.s,..I, No.58705INTERIORKommeding Kodispaes 4SG TPS 1"S.— B0 ksi _ ,Quanex Super Spacer nXT See Sheet 'Z3 410 Screw 90 ksi IQuanex Duraseal S cer10 Lan 51 Elco NlraC°nID 1S5 ksi SA OF <!/Cardinal xi Etl e S a= Materials O `
g D NOTES: 41055 Elce CrateFlee® 127.4 kaiQaw 791.899 or GE 7700 Backbedding Silicone 60G475 Alma_ 16 ksi1)ALL CORNERS TO USE GASKET AND/OR SEALANT. AM Steel 36 ksl NAL2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 ksi rrllr III0 is`
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