HomeMy WebLinkAboutProduct Approval RECEIVED JUS! 0 S
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MIAMI- MLAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 .
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FI,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"PW-701/620"Aluminum Fixed Window-N.I.
APPROVAL DOCUMENT: 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.,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.
MISSILE IMPACT RATING:None.
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 theexpiration 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
MIAMI•DADE COUNTY Expiration Date: February 19,2019 ,
f,D Approval Date: August 20 2015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-050.2.04)
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. 114114.17)
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. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
ManuelPe z, .E.
Product Control xa 'ner
NOA No.1 - 28.27
Expiration Date: l+ebruary 19,2019
Approval Date: August 20 2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
L . 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
Elastomers-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-5111 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. 034105.02)
G. OTHERS
1. Notice of Acceptance No. 13-0502.04, issued to PGT Industries for their Series "PW-
701/620"Aluminum Fixed Window-N.I." approved on 07/18/13 and expiring on
02/19/19.
Manuel P z, .E.
Product Controymaiyiner
NOA No.15 28.27
Expiration Date: February 19,2019
Approval Date: August 20 2015
E-2
GENERAL NOTES:SERIES 620
NON-IMPACT-RESISTANT FIXED WINDOW JDESIGN PRESSURE RATING 1 IMPACT RATING
VARIES, 7 NOT RATED FOR IMPACT_-I
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2A RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA L
BUILDING CODE,INCLUDING THE HIGH VELOCITY 4B'IIP-TO-TIP WIDTH
HURRICANE ZONE(HVHZ). 4rBUCK WIDTH 4(rBUCK WIDTH — 46BUCK WIDTH
44.1!4'VISIBLE VISIBLE
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE LIGHT WIDTH 45-114" 46.1!4"VISIBLE
DEBRIS REGIONS. LIGHTWIDTH — LIGHT WIDTH PRODUCrREVISED
M COMPlYing With Ow Md.
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY F—B,SHEET 6 F—ID,$HIEETi_� F,SHEET 7 Budding Cad* -1*2&
I I��11' 6MAX WMAX H,SHEET8 Am plana NionDo 15
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY :T 2'MAX.
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY By
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
due(
A A C E,SHEET 7 I E.SHEET 7
4)ALL WOOD BUCKS LESS THAN I-la'THICK ARE TO BE SHEETS SHEETS 95,
CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE L BUCK SHEFT6 SHEETS 96" G.SHEET8 G,SHEET6
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE HEIGHT BUCK 5TH EDITION FBC UPDATE
WOOD BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR HEIGHT L
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE 92.1m
DESIGNED TO PROPERLY TRANSFER LOADS TO THE 12"MAX. VISIBLE 12'MAX. 93-1/4 93-ite
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS D.C. LIGHT D.C. VISIBLE 5"MAX VISIBLE
HEIGHT LIGHT
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR LIGHT O.C. HEIGHT
ARCHITECT OF RECORD,(AOR). 96, HEIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE TIP-TO <
8 EYOND WALL DRESSING OR STUCCO.USE ANCHORS OF i TIP U)
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED HEIGHT 96, x 3:
ON ALL FOUR CORNERS OF THE FRAME-INSTALLATION HEIGHT BUCK >-0 ro5 C5
0
'-
— 0
ANCHORS SHOULD BE SEALED.OVERALL (D 04 X cj
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 0 W
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND C, Ul
C)
1 0 IJL
THE SCOPE OF THESE INSTRUCTIONS. 6' F W LL co
12'MAX.D.C. D 12'MAX.D.C. F.SHEET 7 z
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR MAX SHEETS M/Ux. SHEET 2'MAX J SHEETS
5"MAX,0,C o x
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE O.C, w- 02 00
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME F- 0�
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING TYP.FIN FRAME ELEVATIONO `t C7 or4a
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o> q O a O' L5
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON Z [L.Z
THEM BY THE WINDOW. LL
0
FIGURE 1:
7)DESIGN PRESSURES- UJI -
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST GUIDE TO SHEETS: 12T'O OR SIMILAR,MAY BE USED BY INSCRIBING THE < -i
LOW SHAPE IN A BLOCK w
PRIES AND OBTAINING GN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. 8 t; Iaeyg
SURE,FRAME ANALYSIS AND GLASS PER E1300. GENERAL NOTES.-,.. 1 BE 6'MAX.FROM CORNERS AND 12"O.C.MAX FOR ALL CU -a
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ELEVATIONS................................I CURVED FRAME z
PRESSURE, E 1.THIS SHEET. to
STRUCTURAL TEST PRESSURE,FRAME GLAZING 2-4 LU
ANALYSIS AND GLASS PER ASTM E1300.
DESIGN PRESSURES............ 2-4 12*O.C. 0 0 z
INSTALLATION,FLANGE.............6 MAX. WIDTH a z Fj—.'s
WIDTH--i WIDTH WIDTH <
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN INSTALLATION,EQUAL-LEG 6
DESIGNED TO RESIST THE NINDLOADS CORRESPONDING INSTALLATION,INT.FIN A,..........7 c1l
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3-1.STRESS
INSTALLATION,INT,FIN B._...._..8 a LU
INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS CORNER ASSEMBLY............ 9 w w uj Z
P w 0
.= L< Lu EL
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR IN
PROFILES._........_...9 1 1 1 LL 0
HE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT MAX.
............1— 9
T PARTS L1101T. i :/: \.:_a-i i
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS i L 1-0- -_j
SHALL MEET THE REQUIREMENTS OF THE FLORIDA T_ F WIDTH 1--WIDTH4 1WIDTH--f F--WIDTH--I
BUILDING CODE FOR CORROSION RESISTANCE. TABLE 1:
Type She T \k' 1,Y N N
4
Deml,lkm
ELCO ULTRACON NDA;ELDO CRETEFLEX NDA;ANSI/AF&
9)REFERENCES:TEST REPORTS FTL-3834.38V&7212: Des0plion 1,81 \CENS,�
9 0
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 1 3vt 1 2 w m k
-T- r- x
PA r
MANUAL. A 2 114 ered No�W05
3 131116'IG 3116'Tempered-7/ta'Air L
-3116"Tempere(l) 4
10)THE 620 SERIES MAY ALSO BE REFERRED AS THE 701 WIDTH--I f__WIDTH-H
SERIES. WIDTH- WIDTH
f r
T S AfEOF
ru
3: x 1, N
I
A.LYNNMILLER,P.E.
P.E,#58705
TABLE 2:
Window Design Pressure{+/•,psf)for Glass Type 1
Long Stde(in)
67-718 72 76 80 64 88 92 96 100 104 109.112 112 116 120 124 128 132 138 140 144
30 +1001-150 +1001-150 +1001-149.5+1001.147.7+1001-146.1+1001-144.7+1001-141.9+1001.138.4+1001-135.4+1001-1328+1001-129.6+1001-128.6+100/-126.8+1001-125.4 +1001.124 +1001-122.6+100/•121.5+1001.120.5+100/-119.61+1001-118.0
32 +1001-147.2+1001-144.6+ION-142.5+1001-140.6+1001-137.5+1001-131.7+1001-127.1+1001.123.4*1001.120.3+1001-117.9+1001-114.8+1001-113.8 +1001-112 +1001-110.4+1001-108.9+1001-107.6+100/-108.5+1001-105.6+1001-104-51+1001-103..
34 +1001-141.3+1001-138.6+1001-138.4+1001-134.5+100/-128.1+1001-122.3+1001-117.7+1001-113.9+1001-110.1+1001-108.8+1001-.103.4+1001-102.2+1001-100.4 +1-99 +r-97.4 +/36.2 +/-95 +193,9 +/33 +1-92 PRODUCT REVISED
36 +1001-136.1+1001.133.3 +1001-131 +100/•129 +1001.123.4+1001-117.3+1001-111.6+1001-106.4+100/-102.6 +/-99.7 +/-98 +/-94,4 +/322 +/30.1 +1.88 +/.86.6 +/-85.2 +/-84 +/-83 +/-81.8 m complying with the Floddv
38 +1001-131.8 4t001-128.7+1001-128.3+1001.124.2+IGD/-121.7+7001-115.1+1001.107.8+100(-102.5 +/38.4 +/-94.5 +/-90 +/.87.9 +135.2 +1-83 +1-81.4 +1-79.8 +/-78.4 +/•77.2 +/-76.2 +/-75 Building Cade 8.2
40 +1001-127.6+1001-124.6+1001.122.1 +1001-120 +100/-118.1+1001.113.9+1001-108.8+1001-100.8 +196.1 +/-91.6 +/.85.4 +/-83.4 +/-81.1 +1-78.9 +1-76.9 +1.75 +1•73.4 +/-71.8. +/-70.3 +/-68.6 Acaptence No
42 +IOW-124.1 +1001.121 +1001-1118.4+1001.116.2+1001-114.3+IDW-112.6+1001-108.2+1001-100.6 +/•95.3 +/-89.9 +1-83.4 +/-81.4 +/•78.7 +/-76.1 +1.73.5 +/-71.2 +l-89 +r-87 +/$5.2 +!-83.4 Ex imtion Date 2 q
44 +1001-121 +1001.117.8+1001-115.2,+1001-112.9+1001-110.8+100/-709.1+1001-108.6+1001-100.7 +1.95.4 +/-89.9 +1-82.6 +1-80.8 +1-77.6 +1.74.4 +/_71.8 +1.68.5 +1-85.9 +/-83.4 41$1.8 +/-60.6 By
48 +1001-118.4 +10(01115 +1001-112.2+1001-109.8+1001-107.8 *1001-106 +1001-104.3+1001-101.1 +1-95.7 4/•90.3 +1-82.8 +/.80.6 +/-77.4 +/-74 +1-70.3 +/$7,2 483,9 +/-61.7 +/$0.4 +1-58.8 Minmi d e Product
48 +1001-116 +1001.112.5+100/.109.6+1001-107.1 +1001-105 +1001.103.1+1001.701.5 +/•100 +/-96.3 +1.90.8 +1.83.2 +/-81.1 +1-77.5 +1-74 +/-70.6 +1-88.6 +1.63 +/.61.4 +/59.6 +1-57.8
N 50 +1001-114 +1001-170.3+1001-107.3+100/-104.7+1001.1025+1001.100.6 +1-969 +/-97.4 +136 +191.4 +153.8 +/-81.6 +/-78.2 +1.74.6 +/-70.9 +1.67.3 +/53.2 +l-81 +/59.4
g
Sz +IoW-112.2+toN-1Ge.a Hoa-tos.z+1oa-1o26 Haor•7oo.3 +/3s.3 +/•96.5 */3a.9 +r93s +13z +/-84.6 *1-82 +/ae.e uas.3 +rat.e +/-8ze +!-ea +/-8t.a v NO CHANGE THIS SHEET
64 +1001-110.7+100/-106.7+1001-103.4+1001-100.6 096.2 +1-96.2 +1-94.4 +r-92.6 +1.91.3 +l-90 +I-85.2 +/-82.4 +1-78.8 +/-75.6 +1-72.2 +/58.8 +/54.8
rc
58 +1001-109.4+1001-105.2+1001.101.8 +/98.9 +/•96.4 41-94.3 +/-92.4 +1.90.8 +/-89.3 +/•88 +/-85.4 +/-82.7 +/-79.2 +1-76 +/-72.6 +/-89.4 m
58 +1001-108.4+1001-103.9+100/-100.4 +1-97.4 +/-94.8 +l-926 +/90.6 +/-88.9 +/-87.4 +158.1 +1-84.2 +/.82.3 +/-79.3 +/•76 +1.72.8
60 +IDN-107.5+1001-102.9 +199.1 +/-96 +193.3 +1.91 01-89 +1-87.3 +/-85.7 +134.3 +/-826 +1-81.4 +/-78.7 +/-7g
62 +1001-106.9 HON-102 +/-96.7 +1-94.8 +/-92 +/.89,6 +/-87.6 +/-85.8 +1-84.2 +I-827 +1-81 +/-80.3 +/-77.5
64 +1001-108.4+1001.101.3 +l-97.2 +/93,8 +/-90.9 +/$8.4 +/.81, +/-84.4 +1-82.7 +l-81.3 +/-79.5 +1-78.8 0:
66 +1001-106.1+1001-100.7 +/•96.4 +132,8 +r-89.8 +/.87.3 +/.85.1 +/•83.1 W-81.4 +/-79.9 Q
67-716 +1001-108.1+100(-100.3 +/35.8 +1.92.1 +/-89 +/-88.3 +/-84 *(-82 +/-80.3 +1.78.7 a Y
NOTES: 3 7521
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. CC O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. CO c-
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N A a7DO N
oA N
C04 C5 w o
°z IL {; (0
LU
TABLE DIMENSIONS MAYBE V U X D 6 0
ORIENTED VERTICALLY OR Fw-Zw O O '001
HORIZONTALLY AS SHOWN. n> p X O On70
LONG Z d Z O> O (n LL
SIDE W O
�- LONG SIDE ca a
Q
F
-3/16-TEMPERED GLASS SHORT ® H fn W iae45
SIDE
4 11 + SHORT � Z
SIDE O
USEDATCURVED Q O al°�5
FRAME MEMBERS ONLY 29 5/8'
Z_
11-7/6'O.C.MAX. GLASS BITE O Z N
LONG SIDE U)
�- U X W n
EXTERIOR
20 13 SHORT �/ t, LONG ay •°saO sauas
SIDE f�� �// SIDE \tt111111 It,///
GLASS TYPE 1 Ni LYNN 49/(�//i,��/
xCIaNsi
_I SHORT I_ = *' N0.58705
-�I SIDE r` _ z"i/��
tA E OF
.0.t� '••FLORIOP.•.•'G��:
i' SS/ L�:,
'' 0/01111110"
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 3:
Window Design Pressure(+/•,paQ for Glass Type 2
Long SI (In)
67.7/8 72 1 76 80 1 84 B8 92 98 1 100 104 109-1/2 112 116 120 124 1 128 132 1 136 140 1 144
30 +1001-150 +1001-150 +1001.149.5+1001-147.7+1001-148.1+1001-144.7-1001-143.4-100/-142.21+1001-141.2+100/-140.2 +1001.139 +10x•138.6-1001-137.8+1001.137.1+1001.138.6+1001-135.9+1001-135.4+1001-134.9+1001-134.4+100/-133.9
32 +1001-147.2+1001-144,8+1001-142.5+10x•140.8 +1001.139 +100'-137.5+100/-138.2 +1001-135 +1001-133.9 +1001-133 +1001-131.7+1001-131.3+1001-130.5+1001.129.8+1001-129.2+1001-128.6 +100/-128 +100'-127.5 +1001-127 +100/-126.5
• 34 +1001-141.3+1001-138.8+10x•138.4+1001.134.5+1001-132.7+10x-131.2+1001-129.9+1001-128.7+1001-127.6+1001-126.6+1001-125.3+1001-124.8+1001-124.1+100/-123.4+1001-122.7+1001-122.1+1001.121.5 +1001-121 +1001-120.5 41001420
36 +1001-136.1+1001.133.3 +1001.131 +1001-129 +1001-127.3+1001-125.7+1001-124.3+1001.123.1 +1001-122 +1001-120.9+1001-119.7+1001.119.1+1001-118.4+1001-117.6 41001-117 +1001-116.4+100/-115.8+1001-115.3+1001-114.8+100/-114.2 PRODUCT REVISED
38 +1001-131.8 41001.128.7+1001.128.3+1001.124.2+1001-122.4+100/-120.6+1001-119.4+1001-118.1 +1001.117 +1001.115.9+1001-114.8+1001.114.1+1001-113.3+100/-112.8+1001-111.9+1001-111.3+100/-110.7+1001-110.1+100/-108.8+1001.107.4 m complying with thoFlmf�
40 +1001-127.8+100/-124.8+1001-122.1 +1001-120 +1001-118.1+1001.118.5 +1001.115 +1001-113.71+1001-112.6+1001-111.4+1001-110.1+1001-109.6+1001-108.8+100/-107.7+1001.105.5+1001.103.4 +1001-102 +1801-100.8 +/•99.4 +1-98 Building Oode 15.05.18.�
42 +1001-124.1 +1001-121 +100/-118.4+1001-118.2+100%114.3+1001-112.6+1001-111.1+1001-109.7+1001-108.5+1001-107.4+1001-108.1+1001-105.5+1001-103.5+1001.100.9 +!•98.7 -1-96.6 +/-94.8 +/-93.2 +/431.8 +1.90 Acceptance No I
44 +1001-121 +1001.117.8+lDa-115.2+1001-112.9+1001-110.9+1001-109.1+1001-107.5+1001-106.1+1001-104.9+1001.103.6+1001-102.4+100(-101.6 +1.99.2 +/,38.1 +133.6 +130.9 +/88.7 -/86.5 +/84.6 +/83 R icallon Dala E
46 +1D01-118.4 +1001-115 1+1001-112.21+1001-109.8+1001-107.8 +1001-108 +1001-104.3+100/-102.9+1001-101.8+1001.100.5 +1-99.1 +/•98.5 +1-96 +/-92.5 +18.9.1 +1.86.3 +1413.7 +181.6 4/-80.2 +/-78.6 B
:8 48 +1001-116 +1001.112.5+1001-109.61+1W-107.1 +1001-105 +10x•103.1+100/.101.5 +/-100 +1-98.7 +/•97.5 +1.96.1 +l-A5.5 +1-94 tl$9.8 +1882 +183 t/80.8 +1.79 +/-77.1 +/-75 Mf,�n .ro utl
"' S0 +1001-114 +1001-110.3+1001.107.3+10x•104.7+1001-102.5+1001-00.6 +/-98.9 +/-97.4 +/-48 +1-94.8 +1•93.3 +/-92.7 H-91.8 +/88.7 4184 +/81.6 +/-79.1 +1-78.7 4/•74.7
52 +1001-112.2+1001-108.4*1001-105.2+1001-1026+1001-100.3 +1.98.3 +/-98.5 +1-94.8 +/-93.6
+132.3 +1.90.8 +1-90.2 +/89.2 +188.4 +/83.8 +180.6 +/-78.2 +/-75.6
Co 64 +1001_110.7+1001-108.7+1001.103.4+1001-100.6 */-99.z +/-96.2 +1-94.4 +/32.8 +/31.3 +130 +188.6 +1.87.8 41$6.9 +fie +184.1 +f�a8 +/-77.6 a NO CHANGE THIS SHEET
56 +1001-109.4+1001.105.2+1001-101.8 +/-98.9 +/36.4 +1-94.3 +/-924 +1.90.8 +189.3 +1.88 +1813.4 +/-85.7 +184.7 -183.9 +183 +1.81.2 m
5S +10x-108.4+10x-103.9+1001-100.4 +1-97.4 +1.94.8 +132.8 +/-90.6 +/88.9 +187.4 +/86.1 +184.4 +/83.8 +/82.8 +1.81.8 +181 >
8D +1001-107.6+1001-102.9 +1-99.1 +1.98 -1-93.3 +1-91 +1.89 +/87.3 +185.7 +184.3 +182.8 +182 +/8D.9 +180 a:
62 +1001-106.9 +100/-102 +/•98.1 +134.8 +1.92 +189.8 +/87.8 +185.8 +1$4.2 +182.7 +181 t/80,3 +/-79.2 >
64 +1001-106.4+1001-101.3 +f-97.2 +133.8 +130.9 +/-88.4 -188.3 +/84.4 +/82.7 +181.3 +1.78.5 +1-78.8
66 +1001-108.1+1001-100.7 +/36.4 +132.6 -189.8 +187.3 +/-a1 +183.1 +181.4 +1-79.9
67-710 +1001-106.1+100/-100.3 +/•95.8 +/-92.1 +/-89 +/88.3 +1-84 +/82 +180.3 +/-78.7
NOTES: a nob
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION,
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIMENSION. ❑U U)
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >-N g 0100 O p
O A V CO
j co LU
O LL. N J O Z .fig
Z Un LL (D J
TABLE DIMENSIONS MAY O U X OD
ORIENTED VERTICALLY OR F Z m 0 ❑ 'ON
HORIZONTALLY AS SHOWN. o W O OMO
LONG O O O � � N rn
SIDE `-Z d Z W li
I+- LONG SIDE �/ S
r J
� ¢ m
1/4"TEMPERED GLASS
E-
SHORT °fO' y W I-Is
SIDE ® H Z �
4 11 ` � SHORT 0 U) Z
J� SIDE � O
USED AT CURVED ¢ ❑ W a1°ag
FRAME MEMBERS ONLY 29 6/8•
Z_
Q 11-718'O.C.MAX. GLASS BITE d
T O � Z N
LONG SIDE } LU
�- I x w a-
EXTERIOR u- ❑
20 13 SHORT6/ LONG °n1 -0 sauag
SIDE SIDE
GLASS TYPE 2
��jNY LYNN 4
Ije'�ii/i
X;. k
SHORT I _ No.55705
'1 SIDE
t7
IS
OT'. TE 0• (V
-'t ORIO?.."N.
S
A.LYNN MILLER,P.E.
P,E.p 58705
t
TABLE 4:
Window Design Pressure psQ for Glass Type 3
Long Side On)
67.7/8 1 72 1 76 80 1 84 88 92 1 98 100 1 104 109.1/2 112 1 116 120 124 128 132 136 140 144
30 +1001-150 +1001-150 +1001-149.5+100/-147.71+1001-146.1+1001-144.7+1001-143.4+1001-142.2+1001.141.2+700/-140.2 +1001.139 +1001.138.6+1001-137.8+1D0/-137.1+100'-136.6+1001-135.9+1001.135.4+1001.134.9+1001.134.4+1001.133.9
32 *1001-147.2+1001-144.8+1001-142.6+1001.140.6 +1001-139 *1001.137.5+1001-136.2 +1001.135 +1001-133.9 +1001-733 +100/-131.7 O W-131.3+1001-130.5+1001.128.8+1001-129.2+1001-128.6 +100/-128 +1001-727.5 +7001.127 +1001-128.5
34 +1001-747.3+1001.136.8+1001.138.4+1001-134.5+1001-132.7+1001.137.2+1001-129.9*1001-128.7+1001.127.6+1001-128.6+1001.125.3+1001-124.8+100/-124.1+100/-123.4+tOW-122.7+1001-122.1+100/-121.5 +100/-121 +1001-120.5 +1001.120
36 +1001.136.1+100/-133.3 +1001-131 +1001.129 +100/-127.3+1001-125.7+1001-124.3+1001-123.1 +100/422 +7001-120.9+1001.119.7+1001-119.1+1001-118.4+1001.117.6 +1001-117 +1001-718.4+1001.115.8 O W-116.3+1001-114.6+100/-114.2 PRODUCE RBV131�U
38 +1001-131.61+1001-128.71+1001-126.3 41001-124.21+1001-122.4+1001.120.8+1001-119.4+1001-118.1 +1001-117 +1001.115.9+1001.114.6+100/-114.7+10D/-113.3+tOW-112.6+1001.111.9+1001-111.3+100/-110.7 7100-110.1+1001-109.6+1001-109.1 na Buildicomping
ingwi1LIEoFIoA�
Building Godo qq
40 +100/.127.8+1001-124.6+1001.122.1 +10W-120 +1001-118.1+1001.116.5 +100/•116 +100/-113.7+1001-112.5+1001-111.4+1001-110.1+1001-109.6*1001.108.8 +1001-108 +1001-1D7.3+1001-108.7+1001.106.1+1001-105.5 +tOW105 +100/-104.5 Acceptonco No '05�•��
42 +1001.124.1 +100/.121 +100/-118.4+1001-116.2+100/-114.3+1001-112.6+1001-111.7+1001-109.7+1001-106.5+1001.107.4+1001-106.1+1001-105.5+1001-104.7+100/-103.9+1001-103.2+100!•102.5+1001-101.9+7001-101.4+1001-100.8+10DIAD0.3 Gx imtion Date I�
44 +1001-121 +1001-117.8+1001-115.2+1001.112.9+1001.110.9+1001-109.1+1001-107.5+1001-108.1+1001-104.9+1001.103.8+1001-102.4+1001-101.8 +1001.101 +1001.100.2 +/-99.5 +1,98.8 +/-98.2 +/37.6 +1.97.1 +!•98.5
G 48 +1001-116.4 +1001-715 +1001-112.2+1001.109.8+1001.107.6 +1001.106 +1001-104.3+1001-102.9+1001-101.6+100/-100.5 +1.99.1 +/•98.5 +/-97.6 +/36.8 +/-98.1 +1.95.4 +/34.6 +1-94.2 +/-93.6 +1-93.1 BY
48 +1001-718 +1001.712.5+1001-108.8+1001-107.7 +1001.105 +1001-703.1+1001-101.5 +/-100 +/.98.7 +/.87.5 +/.98.1 +1.95.5 +/-94.8 +133.8 +133 +132,3 +/-81.7 +/-91.1 +1-90.5 +/-69.8 'iomi nde Pro uct C Erol
N 50 +1001.114 +1001-110.3+100/.107.3+7001.104.7+1001-102.5+1001-100.6 +1-98.9 +/37.4 +1-96 +/.94.8 +1.93.3 +/-92.7 +/-91.6 +130.9 +1-90.2 +/-89.5 +1$8.8 +1.88.2 +/-87.7
52 +100/-112.21+100/-108.4+100/.105.2+1001-102.6+100/-100.3 +/98.3 +/-98.5 +1.94.8 +1.93.6 +1.92.3 +/.90.8 +/.90.2 +/-89.2 +/-88.4 +137.6 +/-88.9 +1.86.2 +1.85.6 ¢
w 54 +1001-110.71+1001-106.7+1001-103.4+1001.100.6 +198.2 +1.96.2 +/.94.4 +132.6 +/91.3 +/-90 +/.88.5 +1.87.8 +r-88.9 +1.86 +1.85.2 +1-84.5 +1-83.8 NO CHANGE THIS SHEET
58 +1001-709.4*1001-105.2+1001.101.8 +138.9 +/-98.4 +/.94.3 +1:92.4 +1-90.6 +1-89.3 +1.68 +1-86.4 +/.85.7 +1-84.7 +/-83.9 +/-83 +/-82.3 m
56 +1001-108.4+1001-103.9+7001-100.4 +1.97.4 +f-94.8 +/.92.6 +1-90,6 +1-88.9 +/.67.4 +/.88.1 +1-84.4 +1-83.8 +1-82.8 +/-81.8 +/-81 >
60 +100-107.5+1001-102.9 +/-99.1 +1.96 +1.93.3 +!•91 +/-89 +1-87.3 +1-85.7 +1.64.3 +/.82.8 +/-82 +1-80.9 +!-80
B2 +1001.106.9 +1001-102 +1-98.1 +/-94.8 +192 +/-87.6 +1-85.8 +1.84.2 +/.62.7 +1-81
64 +7001.108.4+1001-101.3 +/97.2 +1.93.6 7/-80.9 +/-68.4 +/-88.3 +1$4.4 +/.62.7
66 +1001.108.1+100/•100.7 +/-96.4 +/•92.8 +I-89.8 +/-87.3 +/.65.1 +/-83.1 +/-81.4
87.716 +1001-106.1+1001.100.3 +1-95.8 +1.92.1
NOTES � a ^a8
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. N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N N al°0 N
to
O J rn_j o Z � f]
ZLL U)LL ' W --a rL
TABLE DIMENSIONS MAY BE 00 X rn 6 C -G
ORIENTED VERTICALLY OR Ir-Ul W DOO O `x (D ON
13!16°NOM. ��J HORIZONTALLY AS SHOWN. o Y
.GLASS STACK LONG o' O O rn O M rn
LL
SIDE Z 0.Z v IQQ- W O
3116"TEMPERED GLASS�� I►-- LONG SIDE J Q V
7116°AIR SPACE 3/76"TEMPERED GLASS m F F as
SHORT
12 SIDE
5 SHORT
USED AT CURVED SIDE O M Z
FRAME MEMBERS ONLY 29 G 618" Q Z �,
(a�11-7/8"O.C.MAX GLASS BITE3r z
1-3 f+- LONG SIDE �i Cl co9
EXTERIOR 0 X W d
a U.
22 21 13 SHORT 6/ LONG a11U •°saO seuas
SIDE f� SIDE
GLASSTYPE3 LYNN
� �.• 7,7CENSF''•�CSp
No.58705 '�
SHORT ,�
SIDE •��`
S F
. 0�;•.. :TATE ATE F
'•.k<OR1DP.•'G1'1
A.LYNN MILLER,P.E.
REA 58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
`1 EDGE OR FRAMING,SEE TYPE B EMBEDMENT
'll DISTANCE NOTE 2,THIS SHEET TYPE C
INSTALLATIjN EMBEDMENT 1X WOOD BUCKSTRIP, a
TYPE A 1/4"MAX SEE NOTE 2.THIS SHEET
EMBEDMENT SHIM
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT RBVISBD
EDGE DISTANCE PER SUBSTRATE, DISTANCE
as complying wlthtlnPlOd®t
SEE TABLE 5,THIS SHEET Building Code
EDGE 8 Acceptance No( '�n8•�•
DISTANCE E. iradon Dalo
�1/4•MAX
1 By
1 SHIM ld4�mI ada Pmduot 1
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE ¢
11 DISTANCE PER SUBSTRATE, 11 NO CHANGE THIS SHEET
SEE TABLE 5,THIS SHEET
USED AT CURVED EXTERIOR m
29 FRAME MEMBERS ONLY 12 ,.
Q 11-7/8'O.C.MAX. CONCRETFICMU I 4 s
PERANCHOR VISIBLE LIGHT WIDTH= 5 rc
REQUIREMENT WINDOW BUCK WIDTH-2.314'
WINDOW BUCKWIDTH CONCRETEICMU Y Q
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR j a U) 'aay
BUCK EXTERIOR REQUIREMENTW O
HEIGHT GI ,/a•MAX.SHIM --{ HORIZONTAL SECTION A-A N N aloD 0 6
TIP-TO-TIP I 0 A M W
WINDOW #12 STEEL O LL J 04 3 o Z �e
HEIGHT VISIBLE SELF-DRILLING SMS U U LID X to (D o W aMaa
LIGHT (G5),SEE TABLE S.
HEIGHT= THIS SHEET (y-. O 2 w 0 77
H Z W orad
WINDOW TABLES: Q Y
BUCK
HEIGHT- Anchor Substrate Min.Edge Min.Embedment Max O.C. r YO Z
EIGHT
2-3f4INSTALLATION Distance Spacing o Z rL Z rn 0 rn
METHOD D .T.Southam Pine SG=D.5) sr16 3f6 1 1= LL
O
INSTALLATION ANCHOR p12 oriN4 410 SS Screw Aluminum,6063-T5 min. 316" 0.063 12• gLO
UNDERNEATH THE A38 Steel 3/a• 0.083•• 12• Q Z
BEADING Steel Slud Gr.33 min. 318' 0.045' 18 Ge 12" I.... O
EXTERIOR p.7.Southam Plne(SG=0.55) 9116• 1-3/5` 12' ® 91 Z ]r t'04S
fL Aluminum,6083-T5 min. 318' 0.063'• tY g
p12 or#143teel3crew(05) ' J
MIAMI-DADE APPROVED MULLION A36 Steel 316" 0.083'• 12' Z
21 (SEE SEPERATE NOA),ALUMINUM, Steel Stud,Gr.33 min. 318• 0.045'(18 Gel' 12° 7 O F-
6 STEEL FRAMING OR STEEL STUD. Ungrouled CMU,(ASTM 690) 2-112' 1-1/4' 12' a Z Z alaaS
1/4'41D SS CteleFlex u.
SEE SUBSTRATE PROPERTIES, Concrete(min.3.35 kel) 1' 1.314' 12' 0 � W N
TABLE 5,THIS SHEET Concrete min.2.85 ke1) 1' 13/4" 12' O U
114'MAX SHIM Couted CMU.
(A T ks1 2.112' 1318' 12'
1f4'Steel Ullrecon UnOroutod CMU,(ASTM f:90) 2-117 1-114' 1Y lL
U
X
Gmuted CMU, ASTM C-90 2-112' 1314' 12' LLL d.
T 5f16'Steel UIImcun concrete(min.3.5 kel) 1-114' 1314' 12' ell!1 •asap sauaS
} 1X WOOD BUCKSTRIP. Grouted CMU ASTM 690 2.117 1314' 12'
I SEE NOTE 2,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (LYNN
' CONCRETE PER
EMBEDMENT ANCHOR INSTALLATION NOTES: �,10ENSF •, �Q
� REQUIREMENT Q'�, .•''k�%
c )tC
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.58705 _
' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE =
'0
�— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS'2X ARE 1-1/2 THICK OR GREATER. 1
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %��•. ST aTE�OF- �
INSTALLATION • �
TYPE SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. ��'��.•'• 1^(ORIDP •'G\��
VERTICAL SECTION B-B 3.FORATTACHMENTTO METAUTHE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WNDOW FRAME. 10
NAL���\`
111111111111
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P,E.I168705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE ORFRAMING.SEE TYPE G TYPE F EMBEDMENT
DISTANCE NOTE 2,THIS SHEET
1X WOOD BUCKSTRIP, a.
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 114'MAX
EMBEDMENT SHIM
TYPEE —� TYP.ANCHORTYPE,EMBEDMENTAND
EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCT REVISED
1 j SEE TABLE 8,THIS SHEET DISTANCE vs campiying with the Florida
EDGE 6
Deilding Code
DISTANCE Arsep)ance No 1 '0282
2 Uati Date B{'9
114'MAX
2e
SHIM tvt(Nmi 'dc Produel
4 TYP.ANCHORTYPE,
EMBEDMENT AND EDGE 11
DISTANCE PER SUBSTRATE, ' NO CHANGE THIS SHEET
11 SEE TABLE 6,THIS SHEET EXTERIOR 12
Exm
USED AT CURVED q I�I '
-
EXTERIOR 29 FRAME MEMBERS ONLY '+. v ..
Q 11-718'O.C.MAX. I_ VISIBLE LIGHT WIDTH= 5
CONCRETE/CMU I f WINDOW BUCK WIDTH-2-3/4' '
PERANCHOR
REQUIREMENT WINDOW BUCK WIDTH
CONCRETEICMU
WINDOW PERANCHOR 5 (0 •"Ba
BUCK HORIZONTAL SECTION C-C REQUIREMENT (Y
HEIGHT 1/4"MAX.SHIM {+ >_Lr) n arca O o
#12 STEELI N f4 C-4SELF-DRILLING SMS
v
VISIBLE (G5),SEE TABLE 6, Z IJi. U (0 Z umw0
LGHT THIS SHEET TABLE 6: =WLU
HEIGHT= ` Min.Edge Max O.C. 00
X- d 0
WINDOW Anchor Subalrela Dietance Mln.Embedment Spacing F Z m M _ °N
BUCKP.T.Southam Fine G=0.55) 8116' 1318' 12' O Y OMO
HEIGHT- Aluminum,6063.75 min. 3/ 0.063' 12* ro Z D.Z O m
2-3/4" INSTALLATION #12 orN14410 SS Screw q36 Steel 3/8' 0.063" 1z
TYPE H Steel Stud Gr.33 min. 3/8' 11.045' 18 Ga' 12' .. g Z O
P.T.Southern Pine(SO.0.55 0/16' 1318' 12* 5 - ra
It)ITEIIOR Aluminum.6063-T5 min. 3/8' 0.063'• 12*
-t p12 of#14 Steel Screw(05) m 'F
+v' A36SIeel 318' 0.083'• 12' m N J 7aa45
Steel Stud,Gr.33 min. 318' 0.045'(18 Ge' 12* ® m Z F
MIAMI-DADE APPROVED MULLIONUngrouted CMU,(ASTM C-90) 2-112- � K
1-114' 12' to
1/4'410 SS CreleFlex ~
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kat) 1" 1-314' 12' � O ? Z
6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.65 keq 1' 13/4' 12* I fa U e135S
SEE SUBSTRATE PROPERTIES, Concrete 1/4'St (min.2.85 k58 2.112* 1316' 12' u Z LU
Steel Ulteeracon
TABLE B,THIS SHEET Ungrouted CMU,(ASTM 680) 2-1l2' 1-114' 12' Of � J N
5 114'MAX SHIM Grouted CMU ASTM 690 2-117 1314' 12* .w W j
Concrete(min.3.5 ksi) 1-1/4' 1314' 12' O
5/1G Steel Ullrecon Grouted CMU ASTM C-90 2-117 1314' 12' -iL W d
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. agl •asad e&ua5
1X WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET t_YNN
'
CONCRETE PER \e��•.• �tGL-NSF '•.F•Q
EMBEDMENT ANCHOR INSTALLATION NOTES:
• ••c• REQUIREMENT No.58705
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/0.1X WOOD BUCKS AREC(• O -K-
TYPE F -- EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE 1-1/2°THICK OR GREATER. �'. S IS
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Q ST TE OF
SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. ���, "tORiOp'-"
VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAUTHE STRUCTURAL MEMBER SHALL BE OF A SIZETO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME-
4.
RAME4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E#58705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE —►I EMBEDMENT — OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE2,THISSHEET TYPE TYPE
SEE TABLE 7,THIS SHEET
EDGE EDGE
DISTANCE DISTANCE 1/4'MAX EDGE DISTANCE
INSTALLATION D I~ SHIM
TYPE I O 2X WOOD BUCKSTRIP PRODUCT REVISED
2X WOOD BUCKSTRIP as complying with No Florida
OR FRAMING,SEE OR FRAMING,SEE Building Cock
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acceptonco No«'05�•�?
1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 13x imlion DateOlq
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
4 6 SEE TABLE 7,THIS SHEET Miami sde Product n
EMBEDMENT ((VVVVJJ
e
11 3 EMBEDMENT NO CHANGE THIS SHEET
m
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY �
Q 11-718'O.C.MAX. 11 >
z
EXTERIOR
12 _J-'� M Y Q
WINDOW I I 15 rq •nay
BUCK I VISIBLE LIGHT WIDTH= I 6 a
IIIFFF WINDOW BUCK WIDTH-2-314" ~~"II p O
HEIGHT 114'MAX.SHIM �{ h
WINDOW BUCK WIDTH (9 N d' eto0 O o
O v 9
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z �LL C Amo D 2
LIGHT — LU
HEIGHT— TYPE L w U OcooN
WINDOW F-: npa
Ur gM,d
BUCK #10 STEEL TABLE 7O Y v Z
HEIGHT- SELF-DRILLINGSMS Min.Ede Max.O.C. o
2-314' (G5),SEE TABLE 7, Anchor Substrate 9
Z a Z LD v F .O
THIS SHEET Distance Spacing q
2-1/2'x.113'Box Nall P.T.SouthernPine(0=6.65) 5/16' 5' J LL
n
2.112"x.131"Common Nall P.T.SoulFern Pine(SG= . 5) ---738—" Q
2-1/2'x.145'Roofing Nail P.T.Southern Pine SG=0.55) 318' 5' ® U) laa4s
P.T.Southern Pine(SG=0.55) 112" 5" Z Z
#10 x 1'Steel Screw* 0.093'Aluminum,8063-T5 min. 5118' S' ?: Z
21 1/18'A38 Steel 5/16' 6- O g
g 2X WOOD BUCKSTRIP EXTERIOR 0.045' 18 Ga Sleel Stud,Gr.33 5116' 5' ¢ Z , alaas
OR FRAMING,SEE Il •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O F N
NOTE 2,THIS SHEET �J
5 �1/4'MAXSHIM w W
MIAMI•DADE APPROVED MULLION
(SEE SEPERATE NOA),ALUMINUM, Z
U Ill
STEEL FRAMING OR STEEL STUD. LL LL
LL LL
SEE SUBSTRATE PROPERTIES, LeA�! •asap saws
TABLE 7,THIS SHEET
INSTALLATION �\\\`,t1.YNN 11,
/,177�i
TYPE J � EDGE DISTANCE ;� ,Z,ONy••""••
INSTALLATION NOTES: v1GENSF 'P
TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705
�-- EMBEDMENT AND EDGE DISTANCE PER -
SUBSTRATE,SEE TABLE 7,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-112"THICK OR GREATER. 'U V` 15.'2-% 1L�
VERTICAL SECTION F-F INSTALLATION JURISDICTION.TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING �� g qTE OF
'� LORID,
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �ss/QNA\-
7jr1lI11110\
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.d 56705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE MEMBEDMENT
—, DISTANCE NOTE 2,THIS SHEET INSTALLATION
INSTALLATION TYPE(N FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION ANCHORS MAY BE NO
METHOD ONLY, C:=) j►— SHS •MORE THAN SHIM
ANCHORS MAY BE NO EMBEDMENT I 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
• MORE THAN 8`O.C. 1 j O NOTE 2,THIS SHEET ns Building ing"4��0 FI°ddo
J-. 2X WOOD BUCKSTRIP
kT
ltuila i Code
_ Acceptance NolS' SPI.-Z
B>imtlon Dato
_1114"MAXTYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIMEDGE DISTANCE PER SUBSTRATE, BY
4 TYP.ANCHOR TYPE,
SEE TABLE 8,THIS SHEET Mi ode Producl
EMBEDMENTAND EDGE
DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET
11 SEE TABLE 8.THIS SHEET 3 a
EDGE
m
USEDATCURVED DISTANCE O EDGE 12
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE �
Qc 11.718'O.C.MAX. a�CRTElPERANCH12 CONCRETE/CMUto 32 Q
WINDOWREQUIREMPER ANCHOR LU cls •A08
BUCK I � VISIBLE LIGHT WIDTH= 5 REQUIREMENT K 00
HEIGHT 1/4"MAX.SHIM f WINDOW BUCK WIDTH-2-314° ❑ (/j
WINDOW BUCK WIDTH EXTERIOR N n atop 04
o w T
VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G z LL C, ] °Mad
LIGHT W
HEIGHT= FOR THIS INSTALLATION W CJ Q aoml• °N
WINDOW 'METHOD ONLY, TABLE 8: H Z m O
BUCK ANCHORS MAY BE NO Anchor Substrate Min.Edge MEmdm.n.tment Max.O.C. or X Z
HEIGHT- • MORE THAN 6'O.C. DistanceSpacing o O O rn
2-314" P.T.Southam Plne SG=0.55 9116' 6" r Z Il Z Fa- LL
#12 or#14 410 SS Screw Aluminum 6063-T5 min. 3f8' • 6" J O
#12 STEEL A36 Steel 318• 6' co
SELF-DRILLING SMS Steel Stud Gr.33 min. 318' a 8' Q
(G5),SEE TABLE 10, P.T.Southern Pine SG-0.55 9/16' 6'
THIS SHEET Aluminum,6063-75 min. 3IB'#12 or#14 Steel Screw(G5) O FA36 Steel 3/8' B'
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 In. 318' 0.045' 18 Ga ' 6' 00 Q Z
EMBEDMENT AND EDGE U muted CMU ASTM C-90 2-112' 1-114' 1Y Q ❑ J e10°g
6 1/4'410 SS CreteFlez1314' 12' _Z o F o
DISTANCE PER SUBSTRATE, Concrete(min.3.35 kal) 1'
SEE TABLE S.THIS SHEET Concrete min.2.85 kst 1' 1314' 12, F 1S to N
5114'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.2.85 kat 2-112' 1316' 12' W Z
(SEE SEPERA7E NOA),ALUMINUM, 114'Steel Ullrecon U routed CMU,ASTM 690 2.112' 1-114' 12, v
X Z
STEEL FRAMING OR STEEL STUD. LL
Grouted CMU ASTM C-90 2-1IY 1314' 12` LL LL
SEE SUBSTRATE PROPERTIES, COnerele min.3.5 kal 11 114' 1.314' 12' aAlt •,sap seuas
TABLE 8,THIS SHEET 5116'Steel Ullrecan Grouted CMU ASTM G90 2-1lY 1314' 12"
INSTALLATION 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1\1111 I I l I 1 r1r,
TYPE N Q SEE NOTE 2,THIS SHEET
�11014Y LYNN/,11z�
INSTALLATION NOTES: Q
EMBEDMENT •.
,�• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. = NO.56705
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112'.1X WOOD BUCKS ARE - //,( •I I~~LT,
••' OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1W THICK OR GREATER.
_I• EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��p STATE OF'
�I DISTANCE JURISDICTION. ' 'C •'•.,PIOR10P',"
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �SSIONAk .'C
VERTICAL SECTION H-H1,1111111'`
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#68705 j
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
PRODUCT REVISED
as complying with the pled
Building Code t5-0528.27
Acceptencc Nlo
ANGLEDICURVED ANGLED/CURVED E imlien Date 19
FRAMEASSEMBLY FRAME ASSEMBLY py
90"CORNER 90'CORNER Mimn'Dade Product tiv
t I FRAMEASSEMBLY FRAMEASSEMBLY ¢
t
m i m i NO CHANGE THIS SHEET
10 I I ( 10 m
41 -
S
IALL CORNERSTALL CORNERS TO I ;AND
USE GASKETUSE GAKET 1 ANDIOR SEALAAND/OR SEALANT I M_ Q
m IEQUAL-LEG FRAME > NI �/ O
FLANGE FRAME ❑ aJI / n n al°0 ONn EQUAL-LEG FRAMED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 N N 1ML AND EXTERIOR FRAME WELDS O evr W
TERIOR FRAME WE
SHOWN OR CORNER KEYS AT i c� rn o
SCREW BOSSES.SEALANT AT ALL CORNERS umo�e
FLANGE FRAME (SHOSCREWN)OR ORNER KEYS AT 0 EALANT AT ALL CORNERS Z �_U- coo W � n
30 30 0 V X SQ o ❑
LU Z O N 00 5 'oN
H W on O t) W 9M0
n p Z Z
2.784" 2.784' 2.784" Z d Z 0 to
LL
.094" —moi If .094" ---4 1--- .094° —J�� g O O
TABLE 9: .074' 062' .074° 082" lt �'
062' Z
Item 1.375" 1.375' m y N 7°ays
# PGT Part# Description Material 1 878• ® �' Z Z
.438' 50U" .438' 500 +
1 4253C Flanged Frame Alum.6063-T5 1.000"
2 4285 Equal-leg Frame Alum.6083 T5 •500" �—��+— .050"fe00C ��{�— .050i0.°°w1�— .050"0 O Z
1 ¢ Z
3 4256 Integral Fin Frame Alum.6063-T6 FLANGE FRAME EQUAL-LEG FRAME 977° 0 o
4 4255 7/16"Laml.Glass Beading Alum.6063-T5 O#4253C,6063-T5 2 #4285,6063 T5 0 9
5 4254 I.G.Glass Beading Alum.60637'5FIN FRAME X ?r
Be 4270 Installation Fastener Cover Alum.6083-T5 T'#4256,6063-T5 li m Il
6b 4224 Installation Fastener Cover Rigid PVC °n!i •asa0 s°uaS
10 70589C Gasket(at 90'comer Joints) Polyethylene 1 1.206" r— �' '346" Ott vI
11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 J —�{ 1.037" •'• LYNN
)+— \``�� .(
13 Dow 899,GE 7700 Silicone or Equiv. .875' FT
•875' a"`�. v,1GENSE''•.R�
20 71852K Selling Block,Mono.3116"x 7116"x 4" Neoprene,Dura.85+1 ".050- N— .050" _ N0.58705
21 71704AK Setting Block,I.G.3116'x 1-3/32'x 4" Neoprene,Duro.85+/-1 •050 .050°
N30
DURAK718 7118°DuraSeat Spacer 3116"&1/4" I.G.GLASS INSTALLATION - _
GLASS BEADING BEADING FASTENER COVER "�
#6 x 1-1/4'FH SMS Stainless Steel 4 O6a ���•'.• ST TE O• ;'���
781PQX #8 x 1"Quad PH SMS Stainless Steel O #4258,6063-T5 #4264,6063-T6 #4270,6063-TS :� (� pLORtOp,.•' `;
`SSS/ONA�
A.LYNN MILLER,P.E.
P.E.#58705
• 21