HomeMy WebLinkAboutNOA - 2M I A M tDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANC]
South Florida Metal Supply,
3271 SW Island Way
Palm City, FL. 34990
FILE CO
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908'
SCANNED
BY
St Lucie County
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRH'TI0N:5-V etBl y.�e
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
9
i NOA No 05-1110.05
Expiration Date: 05/04/11
x Approval Date: 05104/06
Page 1 of 4
ROOFING SYSTEM APPROVAL:
Category
Sub -Category:
Material:
Deck e:
Maximum Design Pressure:
Roofing
Metal, Panels (Non -Structural)
Steel
Wood
-106.75 psf. (See System Limitation #1)
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test
Product
Product Dimensions
Specifications
Description
5-V Crimp Panel 1= various
TAS 110
Corrosion resistant, galvanized,
w = 24
preformed, lapped, coated,
min. Thickness
prefinished, metal panels.
0.019inch
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Product
Product Dimensions Description Manufacturer
#30 Felt N/A Saturated organic felt Generic
to be used as a nailed (with current NOA)
underlayment
Fire Barrier Board Min.'/a" thick Fire barrier for Class Georgia Pacific
(Dens Deck) 'A' fire rating. (with current NOA)
Fasteners Min. #14 Corrosion resistant, Generic
(Panel) sharp point, hex -head (with current NOA)
screws with neoprene
sealing washer.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Hurricane Test 0412-1017-05
TAS 125 Oct. 2005
Laboratory, Inc.
Akzo Noble Coatings,
ASTM G 23 Oct. 2001
Inc.
ASTM B 117
PRI Asphalt SFMS-001-02-01
TAS 100 Jan. 2006
Technologies, Inc.
NOA No 05-1110.05
Expiration Date: 05/04/11
Approval Date: 05/04/06
Page 2 of 4
APPROVED ASSEMBLIES:
SYSTEM A:
Deck Type:
Deck Description:
Maximum Uplift
Pressure:
South Florida Metal Supply, Inc. 5-V Metal Roof Panels
Wood, Non -insulated
New Construction or Re -roof
19/3,2' or greater plywood or wood plank.
See Table A Below
Deck Attachment:
In accordance with applicable Building Code, but in no case shall it be less than
8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32"
thick (Minimum 15/32,') the above attachment method must be in addition to
existing attachment.
Underlayment:
Minimum underlayment shall be an ASTM D 226 Type II installed with a
minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with
corrosion resistant tin -caps and 12 gauge 1 1/a" annular ring -shank nails, spaced
6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any
approved underlayment having a current NOA.
Valleys:
Valley construction shall be in compliance with Roofing Application Standard
RAS 133 and with South Florida Metal Supply, Inc.s current published
installation instructions.
Fire Barrier Board:
Any approved fire barrier having a current NOA. Or for class A or B fire rating,
install minimum 1/4" thick Georgia Pacific "Dens Deck" (with current NOA) or
minimum 4mm thick of Tritex, RockRoof (with current NOA) or 5/e' water
resistant type X gypsum sheathing with treated core and facer.
Metal Panels and
Accessories: Install the "South Florida Metal Supply 5-V Metal Roof Panel" and accessories
in compliance with South Florida Metal Supply's current, published installation
instructions and details. Flashing, penetrations, valley construction and other
details shall be constructed in compliance with the minimum requirements
provided in Roofing Application Standards RAS 133.
Panel shall be fastened to the deck with a minimum of #14 sharp point screws
with hex -washer head with neoprene sealing washers of sufficient length to
penetrate through the sheathing a minimum of /16 inch.
Fasteners shall be installed at a nominal spacing of IT' o.c. perpendicular to the
slope of the roof, at the top of the major corrugations, in accordance with the
detail herein. Fastener rows shall continue up the entire length of the roof
(parallel to the roof slope) starting 3" from panel ends and shall be at a maximum
spacing as described below in Table A.
TABLE A
Maximum Design Pressure
Field
Perimeter and Comer
Maximum Design Pressure
-5050 psf.
-106.75 psf
Maximum Fastener Spacing
16" o.c.
8" o.c.
1. Extrapolation shall not be allowed
NOA No 05-1110.05
_ Expiration Date: 05/04/11
Approval Date: 05/04/06
Page 3 of 4
SYSTEM LIMITATIONS
1. The maximum design pressure limitation listed herein shall be applicable to all roof pressure zones
(i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, and corners).
2. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be
described in the Roofing Application Standard RAS 133.
3. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following
statement: "Miami -Dade County Product Control Approved."
PROFILE DRAWING:
SOUTH FLORIDA METAL SUPPLY, INC. 5-V METAL ROOF PANEL
vvWnap
END OF THIS ACCEPTANCE
NOA No 05-1110.05
Expiration Date: 05/04/11
19 . Approval Date: 05/04/06
Page 4 of 4
COUNTY
PRODUCT' CONTROLDIVISION
MIAMI•DADE COUNTY, FLORIDA
METRO -DADS FLAGLER BUILDING
OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130.1563
(305) 375-2901 FAX (305) 375.2903
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
P.O. Box1529
Nokomis, FL 34274
SCOPE:
This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AID).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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.
APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ STD. MTG. Rail".
sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12 I5104 with revision "F", on
09/20/06, bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Fach unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 tiled 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 NOAnumber 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.
INSPECCION: 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 # 05-0104.05 and, consists of this page I and evidence page E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
,yam NOA No 06-0706.04
�•W'�` Expiration Date: September30,2011
10 Lo�Olo Approval Date: October 19, 20W
Pagel
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
L Manufacturer's die drawings and sections.
2. Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTG. Rail"
Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision
"D", on 12/15/04, signed and sealed by Robert L. Clark, P.E.
B. TESTS .
L Test reports onl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FPL-
3654 signed and sealed by Joseph C. Chan, P.E.
"Submitted under NOA # 058-0104.05"
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 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L-
2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio
Acevedo, P.E. "Submitted under NOA # 058-0104.05"
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 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
4179 dated April (Y7, 2004, signed and sealed by Edmundo J. Largaespada, P.E.
"Submitted under NOA # 059-0104.05"
4, 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 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FPL-
4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E.
Vaime D. Gasc , RE
Chief, Product Control Division
NOA No 06-0706A4
BxpiratlonDate: September30,2011
Approval Date: October 19, 2006
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
C. CALCULATIONS
1. Revised Anchor Calculations, ASTM-E 1300.02, and structural analysis, prepared by
POT Industries, dated 09120106, signed and sealed by Robert L. Clark, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
I. Statement letter of conformance and no financial, dated May 11, 2001, signed by
Robert L. Clark, P.E.
"Submitted under NOA # 04-0714.061,
2. Laboratory compliance statement as part of test reports for Test Report no. FTL-2959,
2960, 2961, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc.,
signed, and sealed by signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA # 04-0714.06"
G. OTHER
1. Letter from the consultant stating that the product is in compliance with the Florida
Building Code (FBC).
2. Notice of Acceptance No. 05-0104.05, issued to PGT Industries, Series SH-4000
Aluminum Single Hung Window, approved on 03124105, and expiring on 09130106.
7 me D. Gaswn, .E.
ef, Product Control Division
NOA No 06-0706.04
Expiration Date: September 30, 2011
Approval Date: October 19, 2006
E-2
GENERAL NOTES: NON -IMPACT WINDOW
F. IN• TO PERED GLASS
G 171.5. GLASS CONSISTING OF MUTES OF LIB• ANNEALED IA53
WITNA Ur AIRSPACE BETWEEN.
H IW .G. GLASS CO SISTNOOF_i11 LITE OF 3111V ANNEALED MASS
AND IIjUrE OF IWANNEALFD MASS WITHA VIVAIII SPACE BETWEEN,
®L 1R•LG LiAs,RIXIN&SNiG OF DIIIiESOFtlB'TEA�EREDOULSS
WIDI A 1MARSPACEBEIWE11.
J. VO4I.G.OLASS CONSISTINGREI LASSYSid 31IT JR SPACEBETWEEN.GLASS
2. CONFIGURATION: 0 ml
3. DESIGN PRESSURES IEEE TABLE 1, swus1
A NEGATNE DESIGN LOADS BASED ON TESTED RRESSUREAND GLASS
As TASLESA31WE93000Z
B POS E DESIGN LOADS BASED ON WATER TESTPRESSURE AND GLASS
TAMES ASTM E ISORM
C. OESIGN PRIMSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN
-DADS COUNTY.
4. FOR ANCHORAGE RECUIRENENTS SEE SHEETS AND T.
THE 331G STRESS INCREASE IBLS NOT WPN USED N TIIE DESIGN OF TNLS
PROOIIGT.
a$ TTERS ARE REOLARED WHERE NRACTRESISTMN IS REGVR .
SIWTIERS WST BE UAVOADE COUNTYAPPROVED FOR INSTALLATION
IN H W60ADE COUNTY.
S SEAIAMS: FRAME CORNERS, PoUO MEETING RAIL SEMIS AND VENT
CORNERS SEALED WITH CLEAR COLORED SEALANT.
T REFERENCES'.WSTFEPORTSM-2969.M-ZLa FR-�:.MR M
FTLJ .F Im ANIFR a.
ELCOTEATRONNCAOV,V B1.O30396
ANSBAFSPAND&1D01 FORWOODCONSTRUCTION
ADNI=aALLINNIR4 DESIGN MANUAL
S. THS PROOUCTHASBEEN DESIGNFDdTESTED TOCLMIPLY WITH THE
RIQUIRFNENTS OFTHEFLORIDA BIALZING CODE, ZOREDRICN FOR
THE HIGH VEL9CRY MURFUCANE ZONE DRVID:L
Po IAfltery
NCAOlb^:.RMT..
O SIDE ELEVATION
SNPopD I NTSI I - 7
NOA DRAWING MAP
GENENAL NOTES._..._. T
ELEVATIONS ..—_........ _ I
GLAZING DETNLS..—.._ 2
DESIGNPRESSURES_:-3
VERT. SECGDNS._.___, 4
HORS, SECTIONS _........ . A
PARTS LIST...._. ...... .... fi
EATIRISIONS..____._,.. 6
ANCHORAGE....._...... 6-7
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SECTION A,A
NOTES:
1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH
LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM
LOCK LOCATED ON THE VENT BOTTOM RAIL
2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING
GLASS nWS 21, 23, 24, 28, 51, 52, 53, 54, 55, QR 55. A
P.10W1fA '� /LLUM. SINGLE BUNG WINDOWSm MI
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e MN. 2W CONCRETE) IXWOODEUCKCMNOTE2)_J L_.ML"L uw CONCRETE® 2X WOOD SUCK(SEE NME2)J
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DETAIL 1 DETAIL 2 DETAIL 3
TYPICAL JAMB ANCHORAGE
MIAAFOA0EC0UNtt PPPROVEDANCHORTYPEB: 1.ELCCIM'TAPCON ZELCOIN'SSSGRETEFIEXMASRHRYSGFIEMS X1142SCREW
'&FOR CONCRETEAPPUCATIONS N MIAM4DME COUNTY. USE OILYABOVEAPPROVED IR'TAPCONSORSSOP*Tk+F MIMMUM DISTANCE FROM ANCHORM CONCRETE
EDGE IS I.TSC. FOR WOODAPPUCAIIONS USE 012 STEEL GS SCREWS OR UV ELCO $54 CRETE-FLEEK ANCHORS.
2 W000 BMCtSOEPICTEONINEBECRONB ON TWS PAGEASTAAM SWWWOBE TOTAL ntKJCNESSlS fFSST'WWTW. WOOOSUCNSOFJRCTEDAS2AREt W TWAOR
GREATM BLSTML T]ON MO ESUB.STMTE OFWOOD BUCI(B MEE ENGNEERM BYOTHERS ORAS AFFROVEDiIYAVNCRRY MVNO JIRUECK:POK
D.WOODBUCKSLESSTHANI 1?7TIIfB( OPR(PRODUCTWYBEINSTALLEDDIRECTLYTOCCNCRE]EL
A. FOR ATTACHUMTM ALUMMW THE MATERWL SXALLSE AANHBNMSTRENGTH OF SBG.TBANOAMNIL LM OF UIO' TI)CI(. T1rt ALUMINUM STMCTURALMEMBER SFMILSEOF
ASSTOPROMMFIALSUPPORT70THENINOCWJASIBSFJAARTONHATSHOWNNDUT 3ABOVEMR2 WORDBUCKS.THEANCHORSHALL8EAt12SMEb7METALSCREW
WITHFULLENOAGEME- NTOTHEAIJMWJTA IF THESE CHRERIAARE METTFE PRESSURES ANDANCHOR OUAHIf11ES SHOWN N TABLE 2, MEET 7 FORMCHORTYPES I AND2
INCONCRETEMAYBEUSED.
6. ANCHORSARENOT REONREDINTHE IffgD OR S'RL RIFF.7E5T REPONTS�F1L�25$AND FTL13tej - __ - _ _ _ _ _ _ _
8. W IR'YADE • 7V HIC- UNFrS TESTED TO FULL DESIONPRESSURE AT T MFOLLOWNG SPACING
JAP—MR& S•MAK FROM CORVERS, a ITSELOW MEETWG RAfLANO tr ABOVE THELONE]MEET8T3 PAIL ANCHOR 8•MIR ANCHOR SPACING.
?-FOR NSTAL YMW MAIJUDADE COUNTYFEFERTOMMENSIDNSCFNOTEBANDM'Q10ROUANRESPERJAMBINTABLE SSHEET7. ADORICNALANCHORS.WHENRE000EO.MSE
EQUALLY SPACED ABOVE XM BELOW THEMEETWG RNL BETWEEN THE CORNER MO MEETING RAL ANCHORS.
B.MATERVLS. INCLUDING BUT N=UMTEDTOSTEEL SCREWS, TXATCOME INTO CONTACT W4" OTHER DISSFJILARMATBBALS SHALL MEETTHE REQUNEMENTSOF FBC20)L.
SECT]ON2083.6.4 HSUPPLEMFM 2106E
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Sm. Nis e • 7 2735
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REMI DESCRIPTION PGT # VENDOR/MAT'L DWG.t,13B.
1 GEDF 67IW fAd3• d II03
4 DED GILL .1 M 7a11 � Z
FLI01O6p FRM£YMB 62I06 B1G8• fi 2{I00
d FINERMEERN6RAR 63745 BOB3• d 2RW ��
FBal P SNS )81 ER DRv OB2
6 VEMT PAIL b 34V2 60fi3•T6 ) I 21fq
7 BOfTO B)6'M Z708 2001
2.690
8 - DE Bfi34511 :6fi4t-TBwo im .5GO J
9 VEM 8T� 87 [08Y78 27)0 1.160 L
1D V OAM IN .d 42800 NYLON 69 W48 1.369
11 Fdx.7 Bus )S34PA SPENCER pIi= 1.609 .BIB SW
12 • VPIYLBULB YAW ffl?m TEAM :CS GR. ,050
13 MEEP,ATCN 71096 xA OR- 1.462
14 •L75 FSFLA 6 5B SPFNGBRUR= {� 1
i B 'GYIMEiL'a �- f Fes--- 2.050 1.963
18 V M .1679MFM 61052 L4SRC500.. 2.129 --.-1
17 R IP ./6 x200 FIN 61918 GEL OR•
1B ePLAx061ANeo cLw t OR, O #2704, SILL O3 #2705, JAMB
fe 56)WN GlA L BID9e BOV7 GEOR= O #2703. HEAD
6063-Try 6063-T6 8063•TS
13 1 c Eb aa= me
3 AN GIASS
X YIBTEAIPFAE➢GIASB .063
2fi LI6'.lb OLA2111 BEAD E6+B0 RAaI]x Bo1FERaa= ]ate �1
f LG.GI41b 181' SP B'A
LO.b B T753 TEANRASIIC900.v 2.100 I
511tGGLE .OEO
rlr
FVNGEDFOMRA L 52751 B3F3lB ) 1 ' 1
VEM BOITOM MLLOIX 627d0 3)d0
M P0.1 ibp 0
TYRI6' .676 1027 Sluf�Il I
P IA98
1N'ANNEALFD .062
tb'1QJPERED 1
7?I.G GLA55 16• 3NMAIR9 ^ 11f I+— 1?I:GGlI59 110'7 118'AIRSPACE IIS'f
1?LG GLASS fi'i 9116'AIR>7'AC I O r^d ' #2751, ALT. SILL 4 *2706, MEETING
6063-T6 RAIL, 6063•T6
(ALTERNATEflOAUSION)
.926 g IY
.BSa ANY
112
.062 18� /N.2 '+-- 317
1.167
.926 W
O#M,VENTTOP O7 #2708,VENTROTTOM OB M700, VENT SIDE O 92770, VENT 41 42740, BOTTOM /
RAIL 6063T6 RAIL 6063-TB RAIL 6063-T6 STOP. 6063-TB LOCK. 6063-T6
fit` 9T >• AR6vAtEJGl7JaG.GU59 R£G'.'FE41FE46iP,5EydSG ���
w ob >em*cwlaomoprvt:� vPARTS UST AND EXTRUSIONS
PYA3'61 E ApOlrE4rdi165t(1®PPEp74 QASa OPrNrH) NDxDas.a31]rs �_ ALUM. SINGLE HUNG WINDOW, S70. MTG. RAIL
PA DDi+SA
b¢Er£G SSfl Am'+l rfM P. VwLb0.5.
Ib15O1 D UiDATFD aIR79)ISI tNJNJ AVSd.VENJJR9 _
Y NpWAiGttxu4 Vb)bi�. br¢. ""` Pep8714
e r7lrbta a� s21CV bb4DaJ H6ll 5 � 7 r. 2736 F 41�1
OF ANCHORS REQUIRED EACH JAMB
ANQ OMJ USm2
WINDOW HEIGHT
WINDOW
WIDTH
GLASS
TYPE
�'
38 MV
40518"
BP
21W
yrry
1,7/C
31W
21W
1,7fC
3M
ZW
1,21C
31W
7JW
A
4
4
4
4
4
4
4
4
6
4
4
is its"
g,EF
4
4
♦
4
4
414
4
8
6
B
4
4
4
4
4
4
4
6
B
b
A
4
4
♦
4
4
4
6
4
6
4
4
24'
DAF
4
4
4
4
4
4
6
4
6
6
8
C,D,G,H,I,J
4
4
4
4
4
4
6
4
6
6
6
A
4
4
4
4
4
4
8
8
8
6
4
2611Y
B,E,F
4
4
4
4
4
4
e
e
8
6
6
C,D.%H.I,J
4
4
4
4
4
4
6
6
8
8
8
A
4
4
d
4
4
6
6 ) 6
6
6
6
3F
B,E,F
4
4
4
1 4
1 4
B
6 8
6
6
S
%D,G,H,I.J
4
4
4
4
4
6
6 6
6
6
8
A
4
4
4
4
4
4
6 1 4
6
6
6
37"
B,E.F
4
4
4
6
4
6
B 1 6
6
5
8
C,D.061;I.J
4
4
4
8
4
6
8 I 6
6
6
8
A
4
4 1
4
4
4
4
6 1 4
g
B
6
40'
B,E.F
4
4
4
6
6
6
6 6
8
g
8
G.D,G,H,I.J
4
4
4
6
6
6
6 1 6
fi
6
8
A
4
4
4
4
4
4
4 4
6
8
6
44•'
B,E,F
4
4
4
e
6
6
8!
6
6
B
6
C.D,G,H,%J
4
4
4
6
8
6
8
6
B
6
e
A
4
4
4
4
4
4
4
4
6
6
8
4B'
B,EF
4
4
d
8
6
6
8
6
8
6
6
47,060,11,1„1
4
4
4
8
8
6
e
8
6
6
6
A
4
4
d
4
4
4
4
4
4
4
4
531l6"
B.E,F
4
4
4
6
6
6
6
6
6
6
8
C,D,G.H.I,J
4
4
4
8 1
6
F 6
e
6
6
6
6
P.O 6Q41M
WN4Y4 i134D4
6 4
6 8
8 6
6 4
B e
B 8
6 4
6 6
B 6
6 4
6 6
6 8
8 4
6 6
6 6
6 4
8 e
8 6
6 8
10 6
8 6
e 8
10 8
5 6
5 6
8 6
6 B
TABLEZ
'glANCHORTYPE(SUBSTRATE KEY
MV -612 6CREW W WOOD
7AY-1N'SS4CRETElEXINW000
12D=1N'TAPCONORIAL'634CRET6FLEXINCONI
(SEEAPPUCATION NOTES AND DETAILS ON3HEET 9)
NOMANCHORS NOTREOUIREO IN HEAD OR SILL
GLASS TYPEXEY
A1VANNEALED
B. 1A'TPAMEREO
C.MWANNEALED
D. 114' ANNEALED
E. MV TEMPERED
F. IN'TEUPEREO
61k'LG.(II9'A1/4'AIRSPACE,lArA)
H. 171.G. (31IWA. S16' AIRSPACE, W-A)
I.='I.G.(113'T,IH'AIRSPACE, 1/8T)
A l W LG. (JII6'T, 3/16' AIRSPACE, t"
78"
7/W
LT/C
4
4
8
5
8
5
4
4
8
8
5
8
4
4
6
6
8
B
4
4
6
6
6
6
4
e
6
fi
6
6
4
6
e
6
6
6
�<J
7 1 7 .
0311712