HomeMy WebLinkAboutProduct Approval (2) Rii EC 9E IV ED
OCT 242017 U.. OPI
PEW411TTING
MIAMFQADE St. Lucie County, FL MIAMI-DADECOUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/ecoaomv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"CA-5540"Outswing PVC Casement Window—L.M.L
APPROVAL DOCUMENT:Drawing No.MD-5540C.0 titled"Vinyl Casement Window NOA(LM)",
sheets 1 through 11 of 11,dated 09/09/14,with revision B dated 05/15/17,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
NUSSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0714.11 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.17-0614.16
4X4ne �. Expiration Date: September17,2020
ME
Cj/ t Approval Date: September 14,2017
Gj�� 17 Page 1
PITT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0420.11)
2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
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 fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal®spacer system, Super Spacer®NX r1m spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0714.11)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series CA5540/CA5440
vinyl outswing casement windows,prepared by Fenestration Testing Laboratory, Inc.,
Test Report No.FTL-8179,dated 03/31/15,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. IS-0420.11)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory,Inc.,
Test Report No. FTL-8174,dated 03/31/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-0420.11)
4. Reference Awning Window Test Report No.FTL-8183,per TAS 201,202 &203-94,
with an addendum issued by Fenestration Testing LalZoratory,Inc.
(Submitted under NOA No. 15-0420.11)
Manuel P re P.E.
Product Contro Ex finer
NOA No.1 -0614.16
Expiration Date: Septemberl7,2020
Approval Date: September 14,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014),dated 08/28/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0420.11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS(coNrlNuED)
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and with
FEC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated April 16,2015,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0420.11)
3. Proposal issued by the Product Control Section,dated 09/29/14 and revised on
10/15/14,signed by Jaime D. Gascon,P.E. (Submitted under NOA No. I5-0420.11)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0714.11,issued to PGT Industries,Inc. for their Series
"CA-5540"Outswing PVC Casement Window-L.M.I."approved on 25/16 and
expiring on 09/17/20.
Manuel P.E.
Product Cont 1 Ex finer
NOA N 17 14.16
Expiration Date: Septemberl7,2020
Approval Date: September 14,2017
E-2
_ MAX.BUCK WIDTH _ MAX.BUCK WIDTH
SEE TABLES 40 SEE TABLES 4A 1.25•MAK _ IMPACT RATING DESIGN PRESSURE RATING
4•MU(. MAX.O.C.SEE
,---B,SEE SHEET 3 --D,SEE SHEET 1 I LARGE 8 SMALL MISSILE VARIES PER OPTIONS,SEE
TABLES 48
4;. ... . . . . . . IMPACT RESISTANT TABLES 48.SHEETS&9
T \ i FRAME ASSEMBLY TUBE MULL,SEE
81 114•MAXSHEETS S4 FOR ANCHORAGE DETAILS
i COMBINED WIDTH
PRODUCT RFVIS611
MAX.JAMB O.C. I \ .I \ _.._..__. __ __ „Jd—ply iN�1ho pltY:dn
SEE TABLES
4-8
- I IAcwP ante w r .0 1 '2p?b
}T- I � / I 'wrinn Orae
VISIBLE
/ I i LIGHT �, s
I� VISIBLE MAX.BUCK VISIBLE MAX.BUCKHEE'T
. IIOHT HEIGHT SEE LIOIiT HEIGHT SEE 63*MAX. / E I E.SEE
I i J HEIGHT TABLES 4-8 HEIGHT TABLES 4.8 FRAME SHEET 5/ 05/15/17-JR-UPDATED
79
ASSEMBLY / m TO F8C 2017.MOVED
TUBE rc ANCHORS TO CORRECT
_� LENGTH
I FRAME CHANNEL.
/ C / C.SEE -
SHEET 4
A ; -A.
SHEET I I VISIBLE MSE JAMB
SC. Y m
VISIBLE I !VISIBLE LIGHT 48 U1 (q �o
1 I1r > a
_........ 1, i
LIGHT i I G WIDTHo w O
WIDTH ..........._... ._...... b
--
. }
4'MAX. MAX.O.C.SEE q 4MAX.(TVP)2B'MAX.O.C.
w v
LD cv p
T B 4'MAX 1 2�s MAIC LES 8 ADDITIONAL ANCHORS FOR FRAME Ln e
I• 28'MAX.O.C� -yl D SLY TUBE,SEE SHEET 5 Z Y
TYP.EQUAL-LEG/BOX 8 TYP__INTEGRAL FIN&J-CHANNEL TYP.X-X EQUAL-LEGBOX& U U
FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE w z j Q O a
w —
GENERAL NOTES:SERIES 5540 IMPACT RESISTANT,VINYL CASEMENT o> Z
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING TME HIGH VELOCITY HURRICANE ZONE(HVHZ). '-'Z 203 uJ LL
O
2)SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. VISIBLE LIGHT FORMULAS
WIDTH:BUCK WIDTH-8-314' z W
Z 0
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, HEIGHT:BUCK HEIGHT-&3!4' b $ T-5-7
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
W
4)ALL WOOD SUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS LU LU F- Z
DEPICTEO AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 1 Z .rnx
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.................................................. Q
ELEVATIONS............................................................1 O U
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHORS SHOULD FRAME,GLASS&ANCHOR OPTIONS...................2
INSTALLATION,FLANGE&EQUAL LEO................3
BE SEALED.OVERALL SEALINGIFLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. Z
INSTALLATION,INTEGRAL FIN&J-CHANNEL......4 Z W U
B)MAX.114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD SUCKS. FRAME ASSEMBLY TUBE.......................................68 > a
BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. GLAZING DETAILS...................................................7 arl� »••0 sal:ns
DESIGN PRESSURES..............................................&9
7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. BOM&ASSEMBLY...................................................10.11 1111 I I I I 1111
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E11300. �� tiV LYNN
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. ,r0•,,•••'y••. /�Jj ���
'�,.• Oc NBf''..
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE *: N0.58703
FOR CORROSION RESISTANCE.
CODES I STANDARDS USED: _ 0
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION •2017 FLORIDA BUILDING CODE(FSC).6TH EDITION
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION %O 9T TE .'• �
10)REFERENCES:TEST REPORTS FTL-8139,8174;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& -ASTM E1300-MORT
BRONZE/LIGHTER SHADES OF CAP COATED PVC EX •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
TRUSION NONE;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL ' •' ���'” ���
11)PVB AND 9G INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. •ALUMINUM DESIGN MANUAL,ADM-2015 115 NAL
•AISI S100.12 1/111111/1
12)APPLICABLE EGRESS REQUIREMENTS TO SE RENEWED BY BUILDING OFFICIAL. •AISC 360-10 A.LYNN MILLER PE.
PEA 68706
TABLE 1: •A'T +ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW::
Glass Description ale 50 •H'=HEAT STRENGTHENED
Typo "r TEMPERED
5 7/B`Laminated I.G.:1/8"A Extenor Cap+7116'Air Space+5116'Laminated;(2)Uttes.of 1!6"A Glass wOh.090"PVB Irder(ayer 4 9 'PVB'-.090'TROSIFOLO PVB
6 7/8"laminated I.G.:1/8•T Exterior Cap+7/18"Air Space+5116"Laminated;(2)Utes of 1!8'A Glass with.090"PVB Interleyar 5 6 BY KURARAY AMERICA'SG'_.0911'SENTARAM LASO AMERICA INC.INC.I'ER BY BOX
OR
7 71W Laminated I.G.:3116'A Exterior Cap+NO"Air Space+5116'Laminated;(2)Chea 011/8"A Glass With.OW'PVB Interlayer 6 9 KURARAY AMERICA INC. EQUAL
8 7/8"Laminated I.G.:3116'T Exterior Cap+3/B"Air Space+5/16"Laminated;(2)Utes of 118"A Glass with.090'PVB Interlayer 6 9 LEG
FLANGE
9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Au Space+5116'Laminated;(2)Utes of 1/8"H Glass with.090'SG Intedayer 7 9
10 7/8"Laminated I.G.:11$"T Extelor Cep+7118'Air Space+511e"Laminated;(2)Liles of 1/8'H Glue with.090'SG Interlayer 7 9 GLASS TYPES D THROUGH 2 4)
11 718"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Liles of 118'H Glass with.090'SG InterfayBt 7 9 't8 J-CHA NOT BE USED WITH
12 71W Laminated I.G.:3x16"T Exterior Cap+318'Air Space+5116'Laminated;(2)Utes of 1/8'H Glass with.090"SG Interlayer 7 9 FIN FR NEL. INTEGRAL
FIN FRAMES. G�
13 718'Laminated I.G.:118"A Exterior Cap+5/16'Air Space+7/16"Laminated;(2)Liles of 3118"A Glass with.090"SG Interlayer 8 9
14 7/8•Lsminated I.G.:118"T Exterior Cap+5/16"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer 6 9 GLASS TYPES 5,.7,9,11,t 3
15 71W Laminated I.G.:3116•A Exterior Cap+114"Air Spaoe+7/16"Laminated;(2)Utes of 3/18'A Glass with.080"SG Interlayer 8 9 '8 75 MAY NOT BE UBED IN ,}CHANNEL INTEGRAL -
THE HVHZ ABOVE 30'. FIN
18 7/8'Laminated I.G.:3/16'T Exterior Cap+1/4'Air Space+7116"Laminated;(2)Utes of 3116"A Glass Wtth.090"SG Interlayer 6 9 •
HOT+IELT BUTYL ALUMINUM
:ANCHORS INSTALLEDTH
Sit -REINFORCEMENT 1 3
rABLE aTAUCTURK
Group Min.Edge Min. eaICONE
Substrate STRUCTURAL 3116'NOM. Sn6'NOM
Distance EmbedmenC 111.11061. BUMS
Pq.YIYLENE-
RT.Southern Fine (3-, wRH DESIDESIccwr pIpOµT DESICCANT NOTE SEE DETAILS AND DIMENSIONS ON SHEET 11
a10 BM3 ` Steel.A361 3J8 0. FOAM
pled,,e•e s.s. EXT.GtAs9 EXT.GASB DCT.GLASS
or 4toSs.) steel stud.A653 Gr.33• e• 0.0451 (fa Go.) Parte Description Material
A Aluminum,fiD63•T6' ala' 0.050' �
P.T.Southam Pit*(5G-0.55) Inc tare' 100 Kornmeding 4SG TPS Spacer System SK Mrs
3116'steel Uknoon rorets(min.2.86 kei) t• late' IK.GLASS �INr.GLASS IN,mss, 101 Quanex Super Spacer nXr with Hot Meft Butyl Sheet(Df
Unllmutad CMU,(ASTM C80 2.1/r 1•V4' 102 Quanex Durasesl Spacer unaNls
P.T.southern Pine(s0-0.55) svtc talc KODISPACE 01 SUPER DURASEA_L_® 103 Cardinal XI Edge Spacer
a12 SMS S1W,A3c are' 0.050• 4SG TPS U SPACER®NXT O1 }SPACER
(sled'184 S.S. Steel Stud,A667 .33' 318" 0,0451"(18 Gs,) �'--`-- - REFERENCE TEST REPORTS:FTL-8717,8968 8 8970
0.063
or410 S.S.) 318
Numinum, 175' ' '
B Material Min.fy Min.F„
94'Mea[ultnonn P.T.Sgntxm Piro(80.0.55) V 13fs" POLYL90• DESICCANT FILL AREA
1/4'sbd CreleSex P.T.Smdhem Pine($G-0.55 1' 1-318' SEAL Steel$Grata 92 kei 120 kei BUMBNE-' "a'NOM.
114'el4N ADDre-0alor P.7.Southam Pine(SO+0.55) 1' 1.3r8' 188 Screw 60 kal 95 kei -SILICONE SEAL L2'NDM.OLASS
Lbncrele(min.2.85 ksl) 1" 1-314' 410 Screw 90 kal 110 ksl STAINLROLL ESS
Era
BITE TYP.
1/4'steel Ulha on STAINLESS STEEL 100.103
C WrgroNed CMU, ASTM C410 2-1rr t•1a' Elrp A9gre-Oator� 57 kei 96 kei - I -
1/4'steel(xetetex GOnerde(min.3.35 kal1• 1314' Elco unfaCon® 155 kat 177 kal EXT.GLASS
74 74
1r4'steel Ullrecon LbMM.(min.285 kei) 2-1/2' 1-314 410 SS Elco Crvl Flex40 127.4 kal 189.7 Kai 0
Concrete(min.3.35 ke) 2-1Ir 1,V47--
1M'steel Cratell" 6083.175 Aluminum 16 kei 22 k61 ,,=Acroctr_'E REVISED
D
rolled CMU,(ASTM 6'.90) 2-1lY t-1/4' l i
A38 StBe 36 k6( 56 kei -WT.GLASS 78 :n complying viih dw FkxiAs
1/4'•teN ADDre{istar Concren min.3.275 kd t•i/ 1SV8 A_ptEkddiaCode
Grouted CIAU, STM CAO 2" 2' Gr.33 Steel Stud
33 K81 AS kei XL EbGE1Y ocT/E�RgR Acwntance r4o IT D6�4'.)
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. SPACER Y-'� Fzpiwtiwr U.le
"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. - l!�
By
Mimn IMck oducr
TABLE:3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group Anchor Substrate Min.Edge Mln. ••..• ,.. ,, t //
Dlshnos Embedment' ��Q�Y LYN/y,y
2-1/2'wng-shank R711re he
Nall P.T.3adm Pine($G=.56) 3/e" 2.711W TYP.GLAZING DETAIL
P.T.Southern Pine(SG=.5s1 t/r 1.3/e, - No,5111M `P
a10 Tnueheed SMS Aluminum,WOS&T5' 31W 0.050' VINYL CASEMENT WINDOW NOA(LM) g 919114 * = *~
(steel,1&8 B.S. Steel SW Gr.33' 318' 0.0451"(18 Ge.) (�(
or410S.&) X GLASS/ANCHORS/FRAME OPTIONS a
F Steel;A36' 318' 0.050 d C� J ROSOWSKI 6 1F 1
P.T.Southern Pine(SG=.55) 9/16" 1-318' 'mow`
#12 SMS •:�.OR10..
Aluminum tXIaW 3/B' 0.0&?" '� s
CERT.OF AUTH.x29298 r, /0 .
(steel,188 8.5. Steel Stud,Oi.33• 318 0-050• m H/ NAI. ttx
a 410 3.6.) 1070 TECHNOLOGY DRIVE 05115/17-JR-ANCHORS RE-GROUPED. t I I i 11 L
Steel,A36' 318• 0.050" COPYRIGHT02017 N.VENICE,FL 34275
•MIN.OF 3 THREADS BEYOND iE METAL SUBSTRATE. POT INDUSTRIES,INC. "g �, A.LYNN MILLER PE.
ALL RIGHTS RESERVED (941)-480-1600 CA-5540 ° NTS < 2 OF 11 $ MD-5540C,0,c B P.E.450705 t
INSTALLATION ZXWOODFRAME OR SUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3
NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET.
FRAME INTO 2X WOOD1 t4'MAX.SHIM — _SEE SHEETS 10 611 EMBEDMENT
FRAME OR BUCKSTRIP. _ FOR HARDWARE 7/4"MAX'SHIM --'�-I.
SEE NOTE 2,THIS SHEET. `-� EMBEDMENT
EMBEDMENT — eo -� _
FLANGE j EDGE
SHOWFRAMN O -1 ` o �i—�Q.__— ] DISTANCE
Q EDGE at01R1 8 .
—Et14"MAX.SHIM DISTANCE 11 •
15 QOO TYP.ANCHOR TYPE, o .. TYP.ANCHOR TYPE,
EMBEDMENTAND ❑ _ O ❑ EMBEDMENTAND
5 EDGE DISTANCE PER -- EDGE DISTANCE PER
SUBSTRATE,SEE SUBSTRATE.SEE
SEE SHEETS TABLE 2,SHEET 2. _ THELE 2,SHEET 2.
10 611 FOR TYR ANCHOR TYPE, •• o '•� (HINGE JAMB)
HARDWARE 11 2� EMBEDMENT AND EDGE p o 63 -
HD REINF. 0 BS DISTANCE PER SUBSTRATE, FLANGE 15 11 VISIBLE LIq{T WIp7H IQ I
SEE TABLE 2.SHEET 2. `'O T EpUAL-
FRAME HD REINF.
(LOCK JAMB) SFIOWN I-I LEGAM
�J FRAME
NOTES: — BUCK WIDTH -- SHOWN
1)USE ONLY HORIZONTAL SECTION A-A
CJO SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH,
ANCHORS LISTED ON TABLE 2, HINGE 6 REINFORCEMENT
VISIBLE SEE SHEETS SHEET 2-FOLLOW EMBEDMENT AND
BUCK 10 611 FOR EDGE DISTANCE LIMITS.ANY LIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
HEIGHT LIGHT HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2.
HEIGHT BE USED ON ANY SIDE OF THE 114'MAX.
10 WINDOW. SHIM 1N'MAX.SHIM
STD.REINF. 2)MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2,SHEET
STANDARD SASH RAIL 2.ALL WOOD BUCKS LESS THAN ��jj0 ❑ o
HINGE 6 REINFORCEMENT, 1-112'THICK ARE TO BE CONSIDERED c ;n
87 (ALL SIDES) 1XINSTALLATIONS.IX WOOD BUCKS i'IIJI
SEE SHEETS 10 611 ARE OPTIONAL IF UNIT IS INSTALLED i
DIRECTLY TO SUBSTRATE.WOOD Q
it 0 FOR HARDWARE BUCKS DEPICTED AS 2X ARE 1-If2" I Q TYP.ANCHOR
HO REINF. THICK OR GREATER.1XA14D ZX -TYPE.EMBEDMENT ❑nn
BUCKS(WHEN USED)SHALL BE � AND EDGE -�/ EQUAL O� PRODUCT REVISED
EXTERIOR DESIGNED AND SECURED TO FLANGE
DISTANCE PER LEGIBOX EXTERIOR ....,plying with the FImId-
a — PROPERLY TRANSFER LOADS TO SHONE SUBSTRATE.SEE FRAME
SEE SHEETS THE STRUCTURE.WOOD BUCK TABLE 2,SHEET 2. SHONE AOS# W
10&11 FOR— DESIGN AND INSTALLATION IS THE (HINGE JAMB
HARDWARE Jr—.�'. TYP.ANCHOR TYPE.EMBEDMENT RESPONSIBILITY OF THE ENGINEER O SHOWN)
OR ARCHITECT OF RECORD "
AND EDGE DISTANCE PER
.
SUBSTRATE,SEE TABLE 2,SHEET 2. EXTERIOR Mituni.edn Pmdnct
EQUAL-LEGIBOX tlI �1/4"MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT OPTION 4 C7 INSTALLATION ((�� INSTALLATION
FRAME SHONE �C—� .—. (ALSO REFERRED TO AS DAYLIGHT OPTION 4
L
OPENING)IS MEASURED FROM ANCHOREDTHROUGH ANCHORED THROUGH \��\O,NY LYN
BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL
• � I
EMBEDMENT
MBE . ��,: �,10ENyF'•���y
`*:• No,58705
VINYL CASEMENT WINDOW NOA(LM) g 9/9/14 =•pp; *'
E
o ANCE VI518LSKI
E LIGHT FORMULAS FLANGE 8 EQUAL-LEG/BOX FRAMES o J ROSOW
INSTALLATION HEIGH:e UCKHEICK HT-6- ® :�(�SS.FCOTZ1pA,.•' ���:
VERTICAL SECTION&B HEIGHT:BUCK HEIGHT-&3l4' i ••••
OPTION 2HFAVY�DUCERT.OF AUTH.#20286 // CONAL \�
ANCHORED THROU SIN ETH REINFORCEMENT
SASH, m //
HINGE 6 REINFORCEMENT 1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET.
FRAME DIRECTLY I COPYRIGHT O 2017
CONCRETE/CMU. POT INDUSTRIES,INC. N.VENICE,FL 34275 S` -• ALVN4MLLER,P.E.
ALL RIGHTS RESERVED (841)-480-1600 a CA-5540 yl NTS 3 OF 11 MD-5540C-� t$ B psium
ILLUSTRATION OF CASEMENT-TO-CASEMENT(X-X) ILLUSTRATION_.OF AWNING-TO-CASEMENT-TO-FIXED CASEMENTJ;I X/Oj _
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINE
5540 SERIES
AWNING
A-83'MAX.FOR FIXED CASEMENT --WINDOW
A)_INDIVIDUAL A=40'MAX.FOR CASEMENT
COMPONENTS: 5540 SERIES CASEMENT WINDOW A)INDIVIDUAL A_80•MAX.FOR AWNING B)COMBINED (SILL)
l..... COMPONENTS: COMPONENTS:
FRAME ASSEMBLY TUBEIMULL 5540 SERIES � _ VERTICAL SHALLOW,FLUSH CAP
AWNING—�. _ —I SECTION F-F _ _
WINDOW FRAME ASSEMBLY
5540 SERIES WINDOW y !�\ \\ I,� A .�J _FRAME
--CASEMENT V I ANCHOR
I' WINDOW MAX.
FRAME - m
I+� MIN.0 10 X 3/4'SMS 0 5540 SERIES
ASSEMBLY 1- 17'MAX O.C.THROUGH CASEMENT
TUBE/MULL - F ...111
4,MAX INSTALLATION HOLES, —WINDOW
/ SEE WINDOWS (HEAD)
_ ---- APPROVALFOR
\ MAXIMUM DESIGN 5540 SERIES F ANCHOR INFO.
MAX127-1/4'MAX.
_ .
— PRESSURE WHEN CASEMENT--,- � 127-114'�
USING THE FRAME WINDOW y / 84"MAX __ ADDITIONAL MULLION
ASSEMBLY TUBEIMULL, r'/ / ANCHOR SEE NOTE 3,
1 SEE NOTE 2: W /%'/ /% THIS SHEET 5540
SERIES
70.0 PSF G---- / ,—CASEMENT
11 FRAME 1 VERTICAL /'�WINDOW
ASSEMBLY—`
SECTION G-G (SILL)
B)COMBINED TUBEIMULL —� ._. Qom__
COMPONENTS: W MAX.,SEE NOTE 3,THIS SHEET / SHALLOW,FLUSH CAP
d'MAX. MULLION ANCHOR 5540 SERIES / EXTERIOR - FRAME ASSEMBLY
— _ADDITIONAL "�— /�
4'MAX —�•I SEE NOTE 3,THIS SHEET FIXED CASEMENT TUBEIMULL
WINDOW
r MAX., MIN.N 10 X 3/4'SMS®1T 5540 SERIES
SEE NOTE 3, FIXED CASEMENT
/ WINDOW THIS SHEET MAX O.C.THROUGH WINDOW(HEAD)
ANCHOR INSTALLATION HOLES,SEE
E E / \ 'UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR
AN
INFO.
83'MAX. /
/ FRAME ASSEMBLY TUBE/MULL NOTES,ALSO SEE NEXT SHEET:
/ 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE.
TYPE,SHAPE.QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.
2)ANY 5540-SERIES CASEMENT.FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAY BE ATTACHED
--------- 81-1/4'MAX. TO THE FRAME ASSEMBLY TUBEIMULL.IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY,USE EACH
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR
FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. PRODUCT REVISED
CI HORIZONTAL e:".plying with the FTaldn
3 FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Hiu1'ing Aj
lSECTION E-E: ) A.xeSHALLOW,FLUSH CAP THIS SHEET•ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EOUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMESADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWIN ON SHEET 8. By i5540 SERIES 5540 SERIES CASEMENT CASEMENT 4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,HATH MIN.010 X 3/4' Glia.
WINDOW y WINDOW SHEET METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL.UP TO
17'MAX.O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR
- JOINTS TO BE SEALED BY INSTALLER. 111 AAAA
LYNN I'.
5)THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 83'IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY ��.••C... ••#/ ��
r NOT EXCEED A TOTAL OF 127.114'IN WIDTH OR HEIGHT.FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. L,ICEN194,
FRAME AS 0 10 K 3l4'SMS®1 T'
8)SHEET 5 8 8 REFER TO UNCLIPPED MUWON
MAX O.C.THROUGH No.58705
DEEP,FLUSH CAP INSTALLATION HOLES,SEE ASSEMBLIES.FOR CLIPPED MULLION ASSEMBLIES SEE "'- VINYL CASEMENT WINDOW NOA(LM) 9/9/14
TOR TUBE MULLION UNDER SEPARATE APPROVAL.
WINDOWS APPROVAL FOR
[SSESHEET6FORFRAM--EjANCHOR INFO. FRAME ASSEMBLY TUBE DETAILS A o J ROSOWSKI =pBLY TUBE/MULLION ® a ���'.. ZSTAZF� - (L
DETAILS L '•.:°ZORIOP.•'
CERT.OF AUTH.029298 ' NG�`
COPYRIQHTO2017 1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET. /IS ONAL.tE
POT INDUSTRIES,INC. N.VENICE,FL 34275 r A.LYNN MILLER,P.E.
ALL RIGHTS RESERVED (941} Y480.1800 CA-5540 x NTS < 5 OF 11 Y£ MD-5540C.0 7&2 B p E 0 Sg705
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL.FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE
MULLION UNDER SEPARATE APPROVAL.
END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F 1 1l4'
WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP. 81 1!4'MAX•
SEE NOTE2,SHEET SILICONE.
`J ----------- \ \ \ \
r., • e • • •o • Sp
' �� `\ '�.D MAXGSE.-�-� 81-1/4'MAX. �-- 127-114' F CASE.
2 OR MORE WINDOWS WITH VERTICAL MAX. L
FRAME ASSEMBLY TUBEIMULL. _
(4 WINDOWS MAX)
" CASE. 127-1/4"
1-1/4' __ MAX.
/
EXTERIOR I".--- 127-1/4'MAX. --- ` 25M5-3K14•
r 127-1/4 f MAXc
63'
MAX,
Fl%ED CASE. _
\ /(/ I CASEMENT• 2 OR MORE WINDOWS(4
/ 127-1 M'MAX. — WINDOWS MAX.)WITH
Imo-- 255-N4'MA%. +� HORIZONTAL FRAME
2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBEIMULL.
/ SIDE VIEW ASSEMBLY TUBE/MULL.VARIOUS WINDOW
TYPES AND SIZES(4 WINDOWS MAX.)
i \
A•63'MAX.FOR FIXED CASEMENT
FRAME ASSEMBLY TUBEIMULL I A-40'MAX.FOR CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT VFW FRAME ASSEMBLY TUBE NOTE: A -+-1 A=80'MAX.FOR AWNING
PL
1)APPLIES TO FIN OR J•CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME yFD� 1.1N'
ANCHORAGE AND THIS SHEET
2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS 11 \
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL 127-1/4'
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14'. MAX. 2155-31C
MAX.
/ GCSE. PRCDUC'1'REVISSU
....._.,' .. J zo v4 ngM ith the Fltri4.M
1.250' i�-_ / S;iildmgC'ode ) -oG I`
AWN'' fw ptd No
Fspmt Dae l[YjQ
2 OR MORE WINDOWS(4 Dy
.221' —�-I F� WINDOWS MAX)WITH Mian
} I 1.874' 1.874' -+�� _ REMOVE FOR HORIZONTAL FRAME
I �'I 1 FIN APPLICATIONS ASSEMBLY TUBEIMULL.
.10(rI _ •82T ", VARIOUS WINDOW TYPES \`WtW111111II///,'
.. 080' VO,,.•
3'210' 1.4fao• r�(� AND SIZES.
IjLr 91 SHALLOW, SM DEEP,FL 1_ lJ.-...I �5• 'UNDER SEPARATE APPROVAL Q�.•' •W.IGENy�F
Q
DAP,PVC CAP,PVC VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14 \k i No.58705 *_
ER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. � FRAME ASSEMBLY TUBE u -
��END CAP,PVC FRAME ASSEMBLY TUBE DETAILS B e J ROSOWSKI E
ix
�1 FRAME ASSEMBLY x ���••'
:/TUBE,ALUM 6005-TS
CERT.OF AUTH.#29296 :tCs '•./GRID.,.
b I
coPYrtlGHrozol7 1070 TECHNOLOGY DRIVE 05115/17-JR-NO CHANGES THIS SHEET. S;�NAL tEN
PGT INDUSTRIES,INC. N.VENICE,FL 34275 i Y
ALL woHrs REseavED (941)-480-1 800 SCA-5540 y NTS BOF 11 MD-5540C.0 a� B A LYPNN�IL P.E. i
I
718'NOM. 71W NO718"N M. �•+— --� 71$'N M. �+--
5/16"A1A PVB— 5/16"A/A PVB— 5/16"A/A PVB— I I 5/16"A/A PVB
7/16"AIR SPACE--- - 7/16"AIR SPACE 3/8"AIR SPACE-- 3/8"AIR SPACE- pyytC1 pQylypa
1/8"A GLASS \ 1/8"T GLASS 3/16"A GLASS 3/16'T GLASS C "�� Plwd4n
iAaldWy ads
AocePw�ce Np Ofoy¢.
a EXTERIOR a FXfER10R �EXTERIOR y a EXTERIOR i?wyiwb•IHtc c/,P�
n1
100-103 00.103 106103 100-103 Product comm.
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
-- ------------ - ---- - m 05115117-JR-NO
CHANGES THIS SHEET.
�{ 71W N71W NOM. -- 7/8'NOM. --►{ 718'NOM.
w "•a
5/16"HM SG --� 5116"H!H SG — 5/16"HM SG--- 5/18"H/H SG-- M1 0 U
-
7/16"AIR SPACE 7118"AIR SPACE -- 3/8"AIR SPACE--- 3/8"AIR SPACE ei •ma O
�
118"A GLASS 1/8"T GLASS 3/16'A GLASS- 3/16"T GLASS— O
a0 LL 1
a
4�EXTERIOR EXTERIOR EXTERIOR EXTERIOR z
106103 its 106103 06103 z Q ax0
GLASS TYPE 9
GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 z 0 0
o I.
z
co We4s
718'No —+{ 718'NOM. 718'NOM. ® " Z a co
I I I z
LU
7/16"AIA SG 7/16"A/A SG 7/16"AIA SG 7/16"A/A SG o LU C7 c
5/16"AIR SPACE 5116"AIR SPACE--- - 1/4"AIR SPACE 114"AIR SPACE } Z
t/B"A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS U
(]EXTERIOR. � �EXTERIOR <�]EXTERIOR a EXTERIOR •Ilu >cap wya5
111 /lr
i
toa103 106103 106103)-.... ... (I00.103
GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 18 NO.58705
'
GLAZING NOTES: GLASS TYPE 13 — - k
"A'=ANNEALED
"H"=HEAT STRENGTHENED L�
'T'=TEMPERED
'PVB'-.080"TROSIFOL®PVB :D,n S'A
BY KURARAY AMERICA INC. GLASS TYPES B THROUGH GLASS TYPES 5,7,0.11,13
'SG'_.080'SENiRYOLAS®INTERLAYER BY KURARAY '18 MAY NOT BE USED WITH 8 15 MAY NOT BE USED IN '��Ccs''•:ci ORID?..•'G�C���
J�CHANNEL OR INTEGRAL THE HVHZ ABOVE 30. /��`S�ONAt EN����
AMERICA INC. FIN FRAMES 'r r r l l 111 1 1111 11
1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2.
A.LYNN MILLER.P.E. •
2)SEE TYPICAL GLAZING DETAIL ON SHEET 2.
P.E./58705
TABLE 4: NOTES:
Window D991pn Prosnun,(+1•paf) 6rna.rd Ihe61Y rus
1)BUCK DIMENSIONS SHOWN.
I=ffp.4
1/B'A GP,AIRSPACE,IIB'A,.O9P PVB,116'A I«Obi
RN4erormm Typo 2)FOR SIZES NOT SHOWN,
Widow Buck Width(in) ROUND UP TO THE NEXT
74 26 26 30.683 1 31.052 31.431 31.819 32217 32.625 33.043 33,472 33.912 34.365 34.820 1 35.306 35.797 36 AVAILABLE WIDTH OR HEIGHT
48 +65/-70 +651-70 +65'27 +05/-70 +661-70 +851-70 +651-70 +851-70 +8&-70 IM-70 +6&-70 +851.70 +65'-70 +851-70 +651-70 +86/-70 +85/-70 DIMENSION.
+6&-70 +65140 +6&-70 +881 +85/-70 +851-89.7 +851-69.2 +661-6&6 -6&48.1 +65/-67.5 +651-67 +65/48.5 +851-65.8 +65/46.4 +1-66.8 +1-04.4 +/-04.2
08 +651-70 +6&-70 -0&-71) +651.8.7 +65/-06.1 +061-07.5 +851-07 +6&-00.4 +0&45.e +651.65.3 +1-64.7 0.64.2 +183.6 +/-03.1 -/42.5 +/42 +1-61.8
70 +851-70 +661-70 +0&-70 +65/87.5 +6&46.9 +8&-80.3 -651-85.11 +0&45.2 +1x6.6 +184.1 -/-03.5 +1-029 +182.4 -/41.6 +/-01.2 +1-00.7 +180.5
71.593 +6&•70 +6&-70 +0&-70 -85/87.1 -8&86.5 +85185.9 +6&85.3 -/-04.6 -1-04.2 +/-03.0 +/-03 +/-025 +141.8 +181.3 +1.60.8 -1-00.2 +/-00
72 +6&-70 -851-70 +861-70 +85187 +0&46A -0&45.8 +85f-85.2 -/-64.7 +1.84.1 +/-03.5 -/-82.9 -182.4 +/$1.B +/-01.2 +/BD.7 +/-00.1
_ 73 +85140 -85f-70 +0&-70 +0&-0&7 +86-60.1 +0&-65.6 a/45 +184.4 +/•83.5 N-03.1 -/-02.6 +/-02.1 +187.5 -181 +/80.4
14 +8&-70 +651-70 +69-70 +8&-08.5 +65/-5.9 +6&-06.3 +/M.8 +163.7 Ha29 Ha23 +/-01.7 +141.3 *IaO.B H-00.4
75 +6&•70 -8&•70 -0&-70 +W80.2 +6&86.7 +184.7 +183.8 -183 +182.2 +/-01.6 +/-0D.B -7-00.3
76 -8&-7D +6&-70 +6&-70 +0&-86 -85/851 +/84 +/83.1 082.4 +/-01.6 -/...e -/80 -149-8
77 +65f-70 -8&-70 +6&-70 +65/85.2 +1-04.3 +/83.3 +/82.5 +late 041 +1-00.2 +/-69.3
76 +051•70 +6&-70 +651-70 0-84.3 +143.5 -1-02.7 081.0 +/-01.2 +7-00.4 049.6 MAX.JAMB O.C.SPACING IF
79 -85t-70 +851-70 -6&•70 +183.7 +/-02.9 +/-02.1 +181.4 +/-00.6 +/.9.e ANCHORING THROUGH THE FRAME PERM'%'O.C.SPACING IF ANCHORING
80 -8&-70 +1151•70 +6&-70 +1.63.2 +1824 -181.6 +/80.8 +/-00 SHEETS 364 THROUGH THE INTEGRAL FIN PER SHEET
81 -e&-70 +8&40 .e&aB.e +1.26 +141.8 +/111 -1-W.2
APPLIES TO B,COR DANCHORS APPLIES TO-ANCHORS
82 +851-70 -6&•70 +65188.6 +/82.2 +/81.3 +1-0(1.6
83 +6&-70 +6&-70 +651.80.5 +/81.7 +/-60.0 (SEE TABLE 2) (SEF TABLE 3)
]267"" 4'
84 -0.Y-70 +&4/-70 -0&-0.3 +/81.3 GLASS TYPES 5,7,9,11,13
'8 15 MAY NOT BE USED IN
TABLES:
WtndowDeTHE HVHZ ABOVE 30'.
rrlpnProneuro,(+-pe}( ee.wla w.u..rel.
Ern,wqe 6 I« g
1/8"T GP,AIRSPACE,118'A,.090•PVB,1/8'A RaY4orce Type.
YNndow Buck Width(In)
Dlmeneloro 24 26 28 30.883 31.052 31A31 31.818 32.217 32.825 33.043 33.472 1 33.912 34.385 31.829 35.305 35.707 36
4e +65f-70 +8&-70 +0&-70 +861-70 +851.70 +651•70 +65-70 +8&•70 -8&-70 +0&-70 +8&-70 +851.70 +651.70 +8&-70 +851-70 11851-70 +61.70
00 +0&-70 -e&-70 -0&•70 +6&-70 +051.70 +0151.70 +65/-70 -651-70 +651-70 -0&-70 +06-70 -8&-70 0151-70 +65/-70 +651-70 +651-70 +65/-70
118 -851.70 +051-70 +8&-70 +051-70 -851-70 +0&-70 -65/•70 +e&-70 +6&-70 +051.70 +85/-70 +860•70 -651-70 -e&-70 +651.70 -6&-70 +651-70
7D +e51-70 +6&•70 +8&-70 +651-70 +116/•70 -651-70 +851-70 +8&-70 +60-70 +661-70 +6&-70 +881.70 +0&-70 +e&-70 +851-70 +0&-7D +66/-70
T7.W3 +8&-70 +6&-70 +661-70 -85/-70 +85/-70 -8&-70 +851.70 +6&•70 +0&-70 +861-70 -65/-70 +651-70 +651-70 -85!80.6 -85/40.2 +65148.7 +6&-G&o
72 +651-70 +8Y-70 +85J•70 -651-70 +861-70 -B&-70 +651-70 +8&-70 +661•70 +861-70 +e6/-70 +6&-70 +0&418.7 -85149.2 +8&48.8 +0&-W.3
_ 73 -651-70 +85/-70 -051-70 +6&-70 +651.70 +0&•T0 +8&-70 +0&-70 +651.70 +6&-70 +65f89.6 +65/89.1 -6&48.6 +65b88.2 +85/47.7
14 +651-70 +65f-70 +851-70 +6&-70 +&51.70 +5&-70 +8y-70 1:16.&-67-3
118&�.B +8&88.2 +6&.8.8 +0&-08.1 +85141.0 -8&87.1
75 +6&-70 +8&-70 +8&-70 +0&-70 +661-70 +6&-70 +6&-70 +6&49.1 -B&8e.4 +8&-07.8 +e&-07 +9&•68.5 PRODUCT RE,VISEA
m s plyitp wi1A the Ptcride
78 +651.70 -8&-70 +5&-70 +8&-70 +85/-70 +M-70 +e&-70 -6&.8.4 +8&87.8 +65/40 +6&416 8'ildfng Code
77 -0&-70 -8&-70 +BSI-70 +8&-70 +8&-70 +8&•70 +e&.8.5 -8&47.6 +851x8.9 +8&-06.9 Ar -oro ra.rb
78 +8&-70 -8&-70 +e&-70 +B&-70 +B&-70 +8:✓�.7 118&88.8 +651-07.1 +6&-08.2 C �e
MAX JAWS D.C.SPACING IF
79 +0&•70 +6&-70 +6&-70 +851-70 +e&49,9 +0&aB -851-88.2 +6&.8.4 gNCMORINGTHROUGH THEfRAME PER %'O.C.SPACING IF ANCHORING By80 *8&40 +8&-70 +e&-70 +&51.70 +8&89.3 +6&-08.4 -85/-87.6 THROUGH
3&4
THROUGH THE INTEGRAL FIN PER SHEET4 Mi.m1 ice
81 +0&-7D +6&-70 +e&-70 +8&-09.6 +0&-08.7 +8587.8 -8&-68.8 APPLIES TO B,C OR DANCHORS APPUESTO FANCHORS
82 +6&-70 +6&-70 +6&-70 +8&-89.1 +6&88.2 +8&87.2 (SEE TABLE 2) (SEE TABLE 3) ``1111111111////
83 +0&110 +6&-70 +e8/-70 +0&46.6 +8&47.6 , 4, ., aw LYIV/y�1,, j
64 +65/-70 +651-70 +86/•70 +6&-06.1
OCEN
s VINYL CASEMENT WINDOW NOA(LM) ge 9/9/14 =*:' No 58705 -
DESIGN PRESSURE TABLES A a b' J ROSOWSKI A t 6 9 =
'TE F'�
CERT.OF AUTH.029296 m //�s`S�ONAL ENG\?\ '
coPYRIGHT o z017 1070 TECHNOLOGY DRIVE p 05/15/17-JR•NO CHANGES THIS SHEET.
PGT INDUSTRIES,INC. N.VENICE,FL 34275 0
ALL RIGHTS RESERVED (941)-480-1800 CA-5540 ,K NTS E BOF 11 �g MD-5540C.0 �i B A.LYNN MILLER,P.E.
In P.E.B 58706
1070 Technology Dr.
N.Venice,FL 34275
Tel.941-480-1600
2T pgtindustries.com
Product Evaluation Report
Date: February 23,2015
Product Description: Mullions,Series 5400/5500 �/
Florida Product Approval#: 17519 FiE C E I y E D
Manufacturer: PGT Industries OCT 2 4 2017
1070 Technology Dr. PERMITTING
North Venice,FL 34275 St. Lucie County, FL
(941)486-0100
Statement of Compliance: The product listed in this evaluation report,meets the requirements of the
Florida Product Approval Rule,61G20-3.This product complies with the
requirements of the 2010 Florida Building Code.
Technical Documentation: Elevation,anchorage/installation drawings and Test Reports:
Drawing#: 6300FPA
Test Report(s): FTL-8168 FTL-8169 FTL-8170
FTL-8171
Installation: Units to be installed as per the attached installation drawings.
Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report,
unless attached documentation shows lower DP's or smaller sizes.
2.This product is Impact Resistant and does not require shutters in
windborne debris regions.
3.This product is not for use in the High Velocity Hurricane Zone(HVHZ).
Certification of Independence: A.Lynn Miller,P.E.is employed by PGT Industries,and therefore has a
financial interest in the company or any company manufacturing or
distributing products for which this report is being issued,but does not,nor
tIYNN will squire a financial interest in any other entity involved in the approval
`� ����Y...•.... t!771t�,��i� process of this product.
�`a✓ENs� I
No.58705
Z. 1S. to
.E of
�S y•..... �?
A.Lynn Miller,P.E.
P.E.#58705 3
FL Cert.of Auth.#29296
a
GENERAL NOTES,CLIPPED 540015500 MULLIONS: USE THIS SHEET FOR I
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE CLIPPED MULLIONS
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE —OPENING wwrH—H OPENING WnorH---- OPENING WIDTH
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF �I
1-7N'MULLION I1-1M'MULLION� 1AM-MULLION i-7N'MULLION O
USED,MUST BE ANCHORED PROPERLY t0 TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. -'"�`W"D77t ( -_-I'—WIDTH WIDTH �"WIDTHy,o
4 K
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS """"- ____— -
HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL I _I"I 1
NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP.
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LI760.THE 113 STRESS INCREASE WAS NOT USED MULLION MULLION �� I I 111 I / I I (q
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, LENGTH f LENGTH ry I I I11I I I Z
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I I 111 I I t J g
INSTRUCTIONS. f I j i jj j -J g
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES / L_ I__- - W Iy,1�r _ 1 I X0,1
AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO / -il m Z W
ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN PRESSURE Ny - --OPENING WIDin----------+ O
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. TO WINDOW CONNECTION J
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS Z $
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE,ANCHORS SHALL BE COATED OR CORROSION RESISTANT NOTES F ---MULLION LENGTH
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT �! Q G'
REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES I _--"'-----�j 1 W U c�
8)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING j /, i W C4. #o
2)SEE SHEET 9 FOR INSTRUCTIONS
CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES
MULLION CINX
- tI II t-1M• o Y
1,2 8 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A. MULLION O N
HAVING CURRENT APPROVALS, _
3)CLIPPED MULLIONS MAY BE USED __ WIDTH N o 30
9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES.FOR CLIP -------- j o O
ANCHORAGE,USE THE SAME I�` 1 OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. I HEIGHT
ANCHOR AS WINDOW ANCHOR.
10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA I i j HN j 1 iN' j
PRODUCT APPROVAL#261. —MULLION LENGTH--r
' I I •..MULL107
I OPENING __________ _I WIDTH
SHAPES TO BE -r— HEIGHT
_ OPENING WIDTH FOR i�-.........._.._._..__HORIZONTAL MULLION LENGTH
--_ INSCRIBEDLAR S
VERTICAL MULLION--RECTANGULAR SHAPE ' I
MULLION 1 MULLION j
WIDTH WIDTH
VERTtCAI OPENING� OPENING
OPENING MULLION OPENING HEIGHT
HEIGHT FOR LENGTH HEIGHT FOR
HMZONTAL I HORIZONTAL I I
MULLIONS MULLION VERTICAL N" _
�� .�• p� ` MULLION \,f,f 1l.ffll!
LENGTH
Hyl`. • f
...... ........._..
I�.1W1DTMULLO .__�-�f-1/t'M70N��1-1mMMULLION
HalZaAl HH WIDTH
SINGLE HORIZONTAL MULTIPLE HORIZONTAL o 23 15
MULLION --1' ', OPENING
LENGTH I HORIZONTAL WIDTH FOR MULLION MULLIONS s�ATEc
MULLION
t_..-VERTICAL RI
.C`�- F P, \
LENGTH OPENING WIDTH MULLION
FOR VERTICAL MULLION 'i,s�'•..... CrG....
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION A.LYNN MILLER,P.E.
FL P.E.#58705
CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR
CLIPPED&UNCLIPPED
MULLIONS
SHALLOW FLUSH SHALLOW FLUSHC
,—=,FACE CAP MULL FACE CAP
—\
02D1 77
o=
FLANGE FRAME SHOWN, EQUAL-LEG/BOX FRAME
MAY ALSO BE INSTALLED •—•— SHOWN,MAY ALSO BE -
AS AN EWALlEWBOX INSTALLED AS A FLANGE E
FRAME(SEE FIG.2) FRAME(SEE FIG.1) 5
3 a
0
D � a .
a
� LLLLj
coLU
(O
F_
DEEP FLUSH ' N
EXTERIOR I EXTERIOR Z
MULL FACE CAP Z
1'20178 •IVB O
ID
FIG.1:1.25"X 3.25"X.100"MULLION 8 FACE CAPS FIG.2:1.25"�325' �_624' ULLION�FACE CAPSLUwo wao0DEEP EXTENDED MAV ALSO BE INSTALLED ._______ ._ O d O Y
MULL FACE CAP TOWARDS EXTERIOR. FIG.4:MULLION END CAP EXAMPLE o U o cn
170175 ILf ? O O
FRAME
f MULLION END CAP TO SPAN BOTH INSTALL t ADDITIONAL NAILISCREW pC
THROUGH THE NAIL FIN ON EACH SIDE Q In m"O
QUALNL GIBOX FRAME WINDOWS,ADHERE WITH SILICONE. In gym'
Q / OF CENTER
NfE. ASSEMBLY
INSTALLED ASA FLANGE / TUBE CENTERLINE. 'j
FRAME(SEE FIG.1)
I
wt, qu
H O
I' NOTES FOR MULLION END CAP:
�-
_—
1)APPLIES TO FIN OR
FM
J-CHANNEL FRAMES.
2)REQUIRED AT HEADER AND
o JAMBS.
3)PICTURE WINDOW WITH
EXTERR IOR
nn VERTICAL.MULLION SHOWN,
`f SIDE VIEW ALL WINDOW TYPES AND
MULLION ORIENTATIONS
DEEP
EACE FLUSH
CAP- MAY ALSO BE INSTALLED APPLICABLE.
MULL NM178 ..,.,......TOWARDS INTERIOR. .
MAY REQUIRE SEE CROSS-SECTION MULLION
EXAMPLES.FIGS.1-3,FOR
FIG.3:1.25"X 3.94"X.624*MULLION&FACE CAPS F NFlELDTRIMMING WINDOW TO FRAME ATT ACHMENT.
19A6•
NOTES FOR MULLION TO WINDOW ATTACHMENT: • VERTICAL MULL TO -
_ �c r No,56765
1)RECOMMENDED ANCHOR LENGTH-MIN.V4' j--"" —� STRUCTURE _ "-
2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. —1.75 '— FRONT VIEW 1C
_ �j J y 7 I�'
MULLION END CAP p s.;• E°F
3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALLWINDOW TYPES AND
RIGID PVC
MULLION ORIENTATIONS APPLICABLE. � �•;F ' �" C� .•
2X SIDE VIEW � �L
4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW /A.'L"YNNMILLER,P.E. `
FRAME MEMBER BEING MULLED. FL P.E.#58705 '
USE THIS SHEET FOR
t;
CLIPPED MULLIONS 2;
DETAILA: / DETAIL B: -^U-UCH
MULLION TO 2X WOOD BUCK
MULLION MULLION ATTACHED TO IX rBUCK$rnv) TVP.ANCHOR Q a w
OR WOOD FRAMING WOOD BUCK AND MASONRY AND �-PERSUBSTRATE, oz
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ATTACHMENT, SEE SEE TABLES 2&.45SONER
S, LL
i O
I SHEET 1.
I I I I •• d
I I j 4 ` •� 0)
T,. a MIN 2.7 KSI 1•L. EDGE Z
ERHHi THE 11 b j° 1 I CONCRETE OR CMU O
— DIST -E
;STANDARD OR a 1 A 11 SEE SEE TABLES .�A Q
\r' I EDGE DISTANCE 20�4B LL p
OFFSET MIAl( e A DIST $
CIDP MAYBE DISTANCE I FOR MASONRY O
INSTALLED BV b II -FOR WOOD 1 ANCHORS
¢
THW METHOD. \�.\ scREws e•a�\ i I I �.`° SIDE VIEW LLI? ' m
EITHER THE l F T
STANDARD OR 2 L)g
`1 OFFSET MULL
EXTERIOR \ a e� ° b' J NSTALU D B ?
// >a'- INSTALLED By I-
\b ° _ THIS METHOD., Q Z �'
° G A • DISTANCE
FOR Z 1+5
A MASONRY a °b w O O
THE OFFSET CLIP I$ ANCHORS
IL•�iJ RECCMMIEDDED FOR
°b FIN-FRAMEDOR N
EXTERIOR - J"CNA MAY"N=E o
BUT MAY ALSO BE O F-
USO Y
USED FOR OTHER \ e N
FRAAE TYPES. Z O >
TYP.ANCHOR O v ED
O O
-'PER SUBSTRATE. N"C,..
TVP.ANCHOR SEE TABLES 2848 LAO
TYP.ANCHOR APER SUBSTRATE, - BUCKSTRW� 6(•
'PER SUBSTRATE. 9EE TABLES 2B<0 ��' AND
SEE TABLES 284B / EDGE/END ATTACHMENT,
DISTANCE - •;R BY OTHER$,
EMffiEDMENT'
r SEE TABLESr .. SEE NOTE 1,_.-_ / 28.48 .• SHEETAND
1_
EMBEDMENT• / '�� i i i BUCKSIRW _ �i .L..........................._.._. •� «�..�,
ATTACHMENT
BY OTHERS, MIN 2.7 KSI CONCRETE OR CMU• '
• •• ,
SEE NOTE 1.
SHEET .-MULLION FRONT VIEW
SIDE VIEW SEE SHEET o FDR
FRONT VIEW HOLE LOCATIONS MAY ALSO BE INSTALLED TW ANCHOR
DIRECTLY TO MASONRY:
PER SUBSTRATE,
m SEE TABLES 2848 _
INSTALLATION NOTES: _250 MAX FOR EMeE 6ii
ALL MULLIONS 1 - 1 I 1111
!)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ABN 2.7 KSI CONCRETE OR CMU \:(NN h1�Z4"',
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW ��..•�1OENSF
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ; •'•'k
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE * No 513765
FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED,
LUZ
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ !, �5
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B.THIS SHEET. ��( FLORI.....
A.L1 NN MILLER,P.E.
FL P.E.#W705
TABLE 2A USE THIS SHEET FOR
muftn spodfly Ttlbl, CLIPPED MULLIONS
MilWNIbIbwAwNsWmrlq )aOp,n H411pht ro6mmy,plmlty rrltiar) v a.
son don mn 80n N. 100 in 1201n I 14on
1.23=1.25Nlbo'm� ilp'i T R-.9. -WTrryq. wnrW. 7 A••t•QW. T WTn.q. .191. T.WTrYtq. rwa.q,u.. Twl"ro. f4.ctnlpar owns q. R.emgll. T O..9. _-._-__.__USE RECTANGULAR c
LorYq Ia.d.O
L.-mil Lmro �.d.q Lo.an9 laalq q ��q +A.�q Liv I�d�V �9.�q �9.nro �Ie�a q q LOADING FOR ALL TEE OR pp n w
,.100 CROSS CONFIGURATIONS, CY �
Mullan _Alum Tub. AND EMBIJEs
�' J � aaEE J e � $ �` J a d g � Ap a' g _ qp�' yp$ 0� J � 0 � AIMINGSINGL
iX 2� 11
i S 2 z5 �i i d i t i t a t 2 i DOW. BLE HUNG
n 70.0 235 00.0 179 00.11 .0 167%V.0 W 00.0 206 00.0 406 700 214 00.0 166 ITao 214 0 510 1 700 1 214 700 613 mA 214 70A 715 70.01 211 1 rao 817 1 00.0 214 1 USE TRAPEZODAL. �
4e M .0 292 roA 214 300 MA 241 0 Ioe mA 259 mA 467 rao 2 11A 525 Tao 279 .0 663 m u leo 11.1 700 11.1 x60 -1 en 00.0 2011 70.0 911 70.0 leo /TRIANGULAR LOADING J
Q
00.0 Sae 00.11 o 00.0 431 00.0 202 Tao 492 m.o 766 .0 564 70.0 )Oe m.a 615 70.0 3+1 00.0 7b 00.9 311 00.11 eel m.o 3+1 w.a 917 00.11 311 FOR ALL OTHERS. ? LL
511n 70.0 328 00.0 E2 391 00.0M 00.0 469 700 31+ 100 526 70.0 331 f01 0 345 00.0 66e 7o.o 352 Mo Tee Mo 364 68.2 856 00.0 364 57.9 bee 70.0 sm o-
w n 00.0 306 00.11 269 00.11 4x rao 376 70.0s+o 70.0 362 7ao 663 00.0 3® mA IN m.o 410 00.0 729 70.0 425 56.7 746 m.o 476 51.2 746 m.o 430 "A 745 m.o 436 LU to t
83 n 00.0 353 00.0 307 100 49 IDA 350 70.0 538 701 387 00.0 613 70.0 410 W7 07 7ao 445 614 on m.o 467 51.5 fin 00.0 Mt w.2 677 00.0 4B2 38.7 on Mo
W
J Mn 00.0 b1 00.0 326 70.0 161 00.0 M 00.11 551 00.0 413 67.3 N1 00.0 w7 596 617 00.0 470 000 617 667 M, w0 617 wA45.1 364 417 63.7 4B2 316 817 63.7 482 in it
Ml 70.0 435 00.0 362 ®.1 I 516 ra0 416 662 s18 1 65.2 432 510 515 58.B 425 45.+ 518 54.2 419 1 41.4 518 50.7 414 31.5 515 46.6 400 29.8 516 15.0 405 25.9 516 4510 406 Z J
78n+ 00.0 462 000 Mo 58.7 485 62.6 Mo 50.3 465 31.9 790 "A 486 48.4 354 1 39.2 456 413 376 1 113 1 485 422 374 20.4 485 383 307 2S2 465 130.5 364 220 413 130.2 M
76Y 653 w1 8U367 51.3 441 67.7 379 45.0 Mt 50.8 1 371 40.6 Mi 411 368 70.2 w1 41.6 3e0 ]1.5 MI 3e.7 368 27.2 w1 31.9 319 233 wt 11.1 316 211.1 wt 32.7 345
J
00. 42.4 332 130 m 364 391 37.0 M 7a3 Sit 32.3 201 265 332 266 M 100 = "A M 21.2 332 24.1 272 17.1 332 21.3 266 15.2 332 190 202 113 172 10.7 7� Q _�
9e In 35.0 M 36.9 leo a.1 291 30.3 256 210 191 MA 252 21.6 201 23.5 240 19.1 791 21.3 214 17.6 291 19.5 7At 11.0 IW 11.1 278 t7.5 201 tis 372 100 N 24. W X (�
6 39D 78.1 706 20.5 1]0 21.1 206 17.5 230 16.3 201 ti4 730 16.1 106 W 1I) Ai ;
111n 72.6 210 23.1 197 16.9 218 19A 194 182 2+6 +s.e 191 14.1 218 H (A lM
9 1d6 N 8
120. 17.9 157162 170U.9 tm 15.3 151 OO X
SEE CAR 190-1075 FOR CERTIFICATION. N
TABLE 28 Qy �O
AnM477 C Tab11 66 ANCHOR CAPACITY ADJUSTMENT FORMULA: ="T Id'
sle.-: 2.79 COne.Y 3.5.cmc. 7YHA lulu F,.d CM _wmd MN.1 ANCHOR CAP.,,,,,,,,, � �
(DP)X( )=ANCHOR CAR,,.
Y15'Elm VP 9S Elm YtT Ei:p 1M'SS Ek0 910 SYN 112 SYN 112 St" MULLKNf CAP.,,,,,,,,,
Anclw7 CS P109rtn Area.iyp: Y1T Elm Un1cm 1/4'E4m ul..cm Ub11mn Y18`Elm UnTpm t/4'Ek11111.em Q tA�m (O5) SLI..(G61
p USE THIS FORMULA TO OBTAIN THE'ANCHOR
EE9.ONYle.0M. 1' 2-112' r 2-17r 3tA' 1' 2-tlr r atrr r 31/C r o.46' s.' 0.3x4' CAPACITY REQUIRED'CORRESPONDING TO AN
Emman.n+flnk 1-YY I-Y4• I-Y4• I-YI' r tau' I.W. 1-114• 1.1., 1-1W 1-1lr r taro' aT -I" ACTUAL PRESSURE REQUIREMENT FOR THE
2 A !Ii O 4.75'Mo.O.C.T MM1 Glp(Fig.q 960 ft 360- 490 1. Boo b. 1644 b. 2711 e. 200 W.W 354 740 d. 37416. 681 6. file Im t 9. x Ib 35016. OPENING.WHEN R IS LOWER THAN THE MULLION
4 AmM @ 1.IV Min.O.C.I StanO.d Mt
(m O )tlb(Fig. 0. 7m e..21 9. WA WA WA WA Seo WA WA WA WA WA an 565 Y. 1120.. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AnL1.n @ r Mn.O.C.!(2)215 Anel.Op.I(Fig-3k 700 r 760 0. 600 a 1500 b. +896 b. 540 n 660 b. WA leo 16. 746 6. aw t. 1002 8. 662 e. 686 Y. 1120100 MULLION ON.IT W ILL YIELD A MINIMUM ANCHOR
1 Atn1Yn 00.51'Min.O.C.7U0o.Inb.100'AM,,(F4p.4p WA WA WA WA WA WA WA WA WA WA WA WA WA WA 95015. CAPACITY WHICH MAY BE USED TO QUALIFY
I Arc l F a*(Fq.5), 191 dM 196100 226.. ws lm 622100 136100 140 ft 1"ft 3M e. 187 Im 332 4 473 ft in b 221 8. 210 b ADDITIONAL ANCHOR OPTIONS FROM THE
2 AnLAw.0 1.15 Mn.O CJ F1Sq(Fig.6k 2Qft 390 W WA WA WA WA 110 E. WA MIA WA WA WA W b 412100 500 I. ANCHOR CAPACITY TABLE.
FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN: TABLE NOTES:
• • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 35 FOR GENERAL
• INSTALLATION METHODS. 0 Li
El N
\t.1t1;111171j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -_ ',�� 11�
FIGURE 3:
ANGLE 9 13
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3260_ -•i -k
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS i _
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No SE705 _
IN PAIRS. 4)SUBSTRATES-CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �3'� Ir Z
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL -.100' .-1J J- 15 LU--
FIGURE 41 FIGURES: FIGURE 6: '. SJJI;,T{,CF
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• 603375 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 25'X 3.25'X.100'
#10 3 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN MILLER,P.E.
FL REA 58706