HomeMy WebLinkAboutProduct Approval 4
RECEI V'U FEB 09 2016
MIAMI•DADE MIAMI-DADE COUNTY
ffem PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miemidadLgov/economy
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" oY •I•
APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines",
sheets I through 9 of 9, dated 04/12/13, with revision A dated 05/20/15,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
AlISSII,E IMPACT RAT o.ae.,
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#13-0502.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0528.27
MIAMFDADECOUNTYF�li4 ►r i ale: J cb_lid RE l' 2 fi '
1° ugust pproval Date: A 2
1 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0502.04)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, 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
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 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212,dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 11-1114.17)
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
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
FTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
C. CALCULATIONS
1. cap erif c fi c►n ca wl fic n d uctui l analysis,can�I in i C-5th
to , a e 05 01 ,prepare y 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 Pe r 62.,V.E.
Product Controlxai finer
NOA No.1 28.27
Expiration Date: February 19,2019
Approval Date: August 20 2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
EIastomers-Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May
20,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.04)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.02)
G. OTHERS
1. Notice of Acceptance No. 13-0502.04, issued to PGT Industries for their Series "PW-
701/620"Aluminum Fixed Window-N.1." approved on 07/18/13 and expiring on
02/19/19.
Manuel P z, .E.
Product Contro ;xa iner
NOA No. 28.27
Expiration Date: February 19,2019
Approval Date: August 202015
E-2
GENERAL NOTES:SERIES 620
NON-IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR IMPACT
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO [—SEE SHEETS 2A RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH
HURRICANE ZONE(HVHZ). — 4rBUCK WIDTH 48*BUCK WIDTH 48'SUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND•BORNE -1 SIB 45VISIBLE 46-1/4'VISI8LE
DEBRIS REGIONS. LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT REVISED
-complying v41h ft Florida
S*MAX. —D V MAX. F.SHEET 7 Bodies Code
3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, SKEET 6 2'MAX.
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY F I _H,SHEFT8 AmeptwcoN.
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS Ex! tion Date
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY p durA
It e w
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. mj e PmdurA
C
A 95, C :C E,SHEET 7 E,SHEET 7
4)ALL WOOD BUCKS LESS THAN 1-1/r THICK ARE TO 13E SHEET EST 5 SHEET
CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE BUCK SHEETS G'SHEETS G,SHEETS
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE L HEIGHT L 967 L 5TH EDITION FBC UPDATE
�j BUCK
WOOD 13UCKS DEPICTED AS 2X ARE 1.1/2"THICK OR L HEIGHT
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE VISIBLE 12'MAX - I j T 93-1/4" a
DESIGNED TO PROPERLY TRANSFER LOADS TO THE 12"MAX. 93-tt4* J VISIBLE
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS O.C. LIGHT D.C. VISIBLE 61 MAX.
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR HEIGHT LIGHT O.C. LIGHT 12
ARCHITECT OF RECORD.(AOR). IS. HEIGHT HEIGHT
�2 9 <
TIP-TO U)
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I TIP _75-8-
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF HEIGHT 96, O�
S 5 8
UFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED BUCK 0 In
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION HEIGHT -W-o o
04 cj
ANCHORS SHOULD BE SEALED,OVERALL bi
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF I I+ - i 'A A co Of LLI
INSTALLATION SHALL BE DONE BY OTHERS AND 13 BEYOND I 1 0-1 o)_j C) 9
THE SCOPE OF THESE INSTRUCTIONS. F,SHEET 71 z- LL 80 _j
Bw T B 12'MAX.O.C, D 12-MAX.D.C. H,SHEET81 a:tj C6 w
MAX. SHEETS MAX SHEETS (L)(L) x- , 0
6)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR V MAX.D.C. UJI- 02 co 'eN
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE F_z ca 0
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION w
cry
APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o> O0 oO
Z z oma
.
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON Z (L Z
LL
THEM BY THE WINDOW. FIGURE 1: 0
7)DESIGN PRESSURES. 12'O.C. HAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST GUIDE TO SHEETS: AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM£1 300. GENERAL NOTES........................I ANCHOR SPACING TO BE S*MAX.FROM CORNERS AND 12"D.C.MAX.FOR ALL CURVED FRAME U)
Z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ELEVATIONS............................. MEMBERS,SEE FIGURE i,THIS SHEET. fit
PRESSURE.STRUCTURAL TEST PRESSURE,FRAME GLAZING DETAILS.......................2-4 f2
ANALYSIS AND GLASS PER ASTM E1300. DESIGN PRESSURES. 2-4 12'O.C. o 8 z
INSTALLATION.FLANGE.............5 F—WIDTH WIDTH--i �_WIDTH WIDTH --j 0 z =.J.,
rQ;z'�--I F_ z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION,EQUAL-LEG 6 0
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING INSTALLATION,INT.FIN A...........7
STRESS I INSTALLATION,INT,FIN 11
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% a Lu
LLI Z 3:
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS CORNER ASSEMBLY 9 @ Ei I D.
6" x
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR EXTRUSION PROFILES................9 MAY LL
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT PARTS LIST...................................9 L0- -i i L 0- -_j L 4-j.�,
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA i WIDTH---------i F-WIDTH-j I--WIDTH--I WIDTH-H %I i II I fill/,
BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1: F -I LYNN
Type Descdption Sheet
9)REFERENCES:TEST REPORTS FTL.3834.3847&7212; NCENSo
ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ANSIIAF&PA 0 fl
T_ US
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGNA I 311W Tempered 2 x N,58705
MANUAL. 2 E1114"!Te-pered 3
3 "1;.r L
13/lWIG(3115-TemDered.7/18"Air-3116'Tempefed) IL _j
WIDTH--I I--WIDTH--i WIDTH-1
10)THE 620 SERIES MAY ALSO SEREFERRED ASTHE 701 WID7 -0 g -La
SERIFS, F F
_-"Po"% S ATE OF T T
"111111110,
I'z A.LYNN MILLER,P.E.
ru
=I m
ul
P.E.#58705,
TABLE 3:
Window Design Pressure(+/.,pal)for Glass Type 2
Long SI (In)
.W67-7101• 72 75 80 84 88 92 98 100 1 104 409.112 1 112 1 116 120 124 128 132 13e 140 144
30 +1001.150 +1064-750 +1001-149.5+1001-147.7+1001-148.1+1001.144.7+1001.143.4+1001-142.2+1001.141.2+100!•140.2 +1001-1391+1001-138.61-10=01-137.811+1001-137.1+1061-138.5+1001-135.9+1001-135.4+1007.134.9+1001-134.4+100/-133.9
32 +1001-147.2+1001-144.6+1001-142.5+1001-140.8 +1061-139 +1061-137.5+1001-138.2 +100/435 +1001-133.9 +1001-1331+1001-131.71+1001-131.31+1001-130.5+100/-129.8+loot-128.2+7001-128.8 +1001-120 +1001.127.5 +1001.127 +1001-128.5
.41,3+001-138.6+100/-138.4+1001.134.5+1001-132.7+1001-131.2+1001-129.9+1001-120.7+1001-127.6+100!•126.6*1001-125.3+1001-124.8+7001-124.7+1001-123.4+1001-122.7+100/-122.1+100/-121.5 +1001-121 +1001-120.5 +1007-120
38 1.133.3 +100/•131 +7001-129 +1001-127.3+1001-125.7+toot-124.3+7001-123.1 +100%122 +1001.120.9+100/-118.7+1001-110.1+1001-178.4+1001.111.8 +1001-117 +1001.116.4+1001.115.8+loot-115.3+100/-114.8+1001-114.2 PRODUCT RBVL4®
41-1'38' 00x131.8+1007-128.7+1001-120.3+1001-124.2+100/-122.4+1001-120.8+1001-119.4+7001-118.1 +1m. ... *1001.715.9+7001-114.8+1001-114.7+1001-113.3+1001-172.8+1001-111.9+1001-111.3:1001-110.7+1001-110.1+1007-168.8+1001-107.4 w complying with W F10db
40 +100'-127.8+1001-124.6+1001-1221 +1001-120 +1001.118.1+1061.118.5 +1001-115 +1001.113.7+100'-112.5+100/-117.4+1001-110.1+1001-109.0+1001.108.8+1001.107.7+1001.105.5+1001-703.4 +1001-102 +1061-100.0 +1.99.4 +1-98 1luildin6Code %r;-0998.11 7
42 +IOW.124.1 +1061-127 +1001-110.4+1001.118.2+1001-114.3+1001-112.8+1001-111.7+---- 09.7+1001-160.5+7001-107.4+1001-108.1+1001-105.5+1001-103.5+1001-100.9 +/•98.7 +1-98.8 +/-94.9 +/-93.2 +/,91.0 +/-90 AccI lions al1Ct
44 +1001-121 +1001-117.8+IOW-115.2+1001-112.8+1001-110.9+1001-109.1+100/-107.5+1007-106.1+1001-104.9+1001.103.0+1001-102.4*1001-101.8 +l-99.2 +138.1 +1.93.6 +/;10.8 +/88.7 +1-06.5 *184.8 +7-03 B iratlon Date
46 +1001-118.4 +7001-115 +1001-112.2+loot-109.8+100/-107.8 +1001-108 +1001-104.31+1001-102.9+1001-101.61+100/-100.5 +1-99.1 +/38.5 +1-96 +/-92.5 +1-89.1 +186.3 +1433.7 +1-87.8 1 +1-80.2 +1-78.6
48 +10W-115. +1001.112.5+1001-109.6+1001-107.1 +1001-105 +1001-103.1+100/.701.5 +1-100 +/38.7 +/-97.5 +136.1 +1-95.5 +1-94 +189.8 +1862 +183 +/80.8 +/.79 +/-77.1 +1-75 BY
Mi;m ode Utl
Er� 50 +7001-114 +1001-110.3 OW-107.3+100/.104.7+10WA02.5+1001.00.6 +138.9 +137.4 +/-98 +1-94.8 +/•93.3 +/-92.7 +131.8 +/88.7 +/84 +/81.6 +/-79.1 +1-78.7 +1.74.7
5 52 +1001-112.2+7001-108.4+1001-105.2+1001-102.6+1001-100.3 +1-98.3 +/-98.5 +1.94.9 +133.6 +132.3 +1.90.8 +1-90.2 +/89.2 +188.4 +/83.8 +/80.8 +/-78.2 +/-75.6
w 54 +1001-110.7+tOW-108.7+1001.103.4+1001-100.6 +138.2 +/-96.2 +1-94.4 +/-92.0 +/-91.3 +1-90 +188.5 +1-87.8 +186.9 +186 +184.1 +180.8 +1-77.6 NO CHANGE THIS SHEET
s6 +IOW-109.4+1001.105.2+1001-101.8 +/-98.9 +1-98.4 +1.94.3 +/•92.4 +I-90.8 +189.3 +188 +188.4 +/85.7 +/84.7 +1-83.9 +1-83 +/81.2 m
58 +1001-708.4+tOW-103.9+IOW-100.4 +/-97.4 +1.94.8 +132.8 +/-90.6 +188.9 +1-87.4 +/88.1 +1.84.4 +/-83.8 +/82.8 +181.8 +/-81
60 +10W-107.5+1001-102.9 +1-99.1 +/.90 +133.3 +131 +1-89 +187.3 +/85.7 +/84.3 +1-82.8 +/-82 +/-80.9 +1-go x
82 +1001-106.8 +1001-102 +1.98.1 +/34.8 +1-92 +189.8 +/87.6 +/85.8 +184.2 +/•82.7 +l-81 +/$p.3 +l-79.2 >
64 +1001-108.4+10W701.3 +/-97.2 +/33.8 +1.90.9 +1-88A +188.3 +/84.4 +182.7 +/81.3 +1-79.5 +/-78.0 a°
fib +1001-100.1+1001-100.7 +138.4 +/-92.8 +189.8 +1-87.3 +185.1 +183.7 +181.4 +!•79.9
67-718 +1001-106.1+1001-100.3 +1-95.8 +/32.1 +/89 +188.3 r/84 +/-82 +180.3 *1-70.7 I>L co Y a
NOTES: a 31 nea
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �. N
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T-
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N ti opo N
(V W
0 J N.m-1 00 Z ,(6 O
Z LL 0 LL O J umo�0
TABLE DIMENSIONS MAYBE V U X m in
ORIENTED VERTICALLY OR H Z m 0 'v � 'eN
HORIZONTALLY AS SHOWN. o> O OY Z 0n+a
LONG O Z d Z T O U) rn
SIDE 1-- W LL
LONG SIDE --�• ,6/ QJ m O
-t/"TEMP RE SHORT ® (p W wows
b z Of
SIDE co
q i SHORT 0 co Z
11 J- SIDE j O W Z
USED AT CURVED ¢ Z K '1°'S
FRAME MEMBERS ONLY 2g 510' a.
@ 11-7/8-O.C.MAX. GLASS BITE
1 3 �- LONG SIDE Lu
T V X W a-
0+ LL 0
EXTERIOR SHORT a71!i '�sab-9-s
20 19 LONG
a SIDE � SIDE
GLrA I `\\; NY iLYN/y
1 Xk
OCEN
SHORT No.58705
SIDE - � -
O
Cis FIORID3`.••' ''
S�OhlAL11, •�
A.LYNN MILLER,P.E.
P.E.p 68705
2X WOOD BUCKSTRIP
EDGE
DISTANCE OR FRAMING,SEE INSTALLATION INSTALLATION
NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A 114+MAX SEE NOTE 2,THIS SHEET •e
C-) EMBEDMENT SHIM
,�- TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVIISBD
EDGE DISTANCE PER SUBSTRATE, DISTANCE as complying withiM FTn1�
EDGE b,' SEE TABLE S,THIS SHEET Building Code
DISTANCE - 6 Acceptaitc.No 1 -05
L114'MAX r tlr:'t F=- li. (ration Date
1 SHIM
1 DY
Miard odePmduC4 t
4 TYP.ANCHOR TYPE, -�' 1J7
AumEMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, a
11 SEE TABLE 5,THIS SHEET 11z NO CHANGE THIS SHEET
USED AT CURVED • EXTERIOR
29 m
—....—
FRAME MEMBERS ONLY °. 12 a
11-718'O.C.MAX. CONCRETEICMU 4 I
PER ANCHOR L_—__-- VISIBLE LIGHT WIDTH= I �5
REQUIREMENT WINDOW BUCK WIDTH-2.374•
WINDOW WINDOW BUCK WIDTH CONCRETEICMU co Y Q
BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR
HEIGHT a REQUIREMENT 3
114*MAX.SHIM HORIZONTAL SECTION A-A o "- U)) r
TIP-TO-TIP N wc0 0WINDON
HEIGHT VISIBLE #12STEEL O0 A Cl) o W
SELF-DRILLING SMS O ty-..t p Z Fa 4
LIGHT (G5),SEE TABLE 5. Z U- In LL, m -i
WINDOW THIS SNEET� 0 o X 1/j o 0
BUCK `` TABLES: LU WZ 2 C 0
HEIGHT- Mln.Edge Mez O.C. o> Y
2.314' INSTALLATION Anchor Substrate Distance Mln.Embedment Spacing o Z d.Z O m
METHOD D T.Southern Pine(SG-0.51 9l15 315 --IF—
INSTALLATION
1 INSTALLATION ANCHORAluminum.5083-75min. 318" 0,053" 12' O
#!2 Ot#14 4!0 3S Screw
UNDERNEATH THE A36 Steel 318' 0.083" 12' z sn
BEADING Steel Stud Gr.33 min. 318' 0.045. 1B Go)• 12' Q O
EXTERIOR p.T Southam Fina TSG=0.55} 8116' 4-3te• 12' `a 1= taaVS
, 003.75 min. .083" 12, G Z
#12 ar#14 Stee(30reW(Gs) Aluminum8Nil' 0g uj
MIAMI-DADE APPROVED MULLION A36 Stool 3t8" 0.053•' 1T
21 (SEE SEPERATE NOA),ALUMINUM, _ StseUj ud,Or.33 min. 315' 0.045' 18 Ge)' 1T p FQ-• 'Z--
6
6 STEEL FRAMING OR STEEL STUD. Ut oa(4t (sas,Tft -,:907 .n1T1= ,!I%t:-„"r 12" 0 Co
SEE SUBSTRATE PROPERTIES, fr.. 10 S CwtZ Z °jO'S
TABLE 5,THiS SHEET 0
Concrete(min,2.85 ksi) '-1— 12' O W rV
S rt/d'MAX SHIM Concrete(min.2.85 kap 2-1/T 1.315• 12'
.^jL 1f4'Steel Ullteeon w W Z
Ungroutad CMU,(ASTM 490} 2-11T 1-1/4' 1T v X 4
_ Grouted CMU ASTM C-80 2.1IT 1.3/4' 12• ELLL
1X WOOD BUCKSTRIP, 5118'Steel Ultracon Concrete(min.3.5 kel) 1-114' 1.314' 12' eRrt osoq sauar,
SEE NOTE 2,THIS SHEET Grouted CMU ASTM 490 2-VT 1.374• 1T
`MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
CONCRETE PER ``����NY..l'NN�11Q,,
EMBEDMENT ANCHOR INSTALLATION NOTES: 1' F
. a.,t... REQUIREMENT �� 410ENSF '•..¢
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _� y1{:• No.56705
•a 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 9X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1417.1X WOOD BUCKS ARE •' ,,p '
INSTALLATION �+— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/T THICK OR GREATER. 0 ^7 Ir
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE B 4Z),SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. ' `• SITE (t/
LORIOP.
CAL SECTION B-B ;fiiP
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ��/�sI'ONAL��
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4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
REA 58705