HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: I a(� O PERMIT#
REVISION FEE: �� RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
l0 2 n/ tAS 0LaS t)r
7 Cn,Sen� (sae AL 3 q 5S
DETAILED DESCRIPTION OF PROJECT
REVISIONS: /
QPPtoC(p q fiX'�r4 [alf+dowS NON ^ TA4 PAC4-)
CONTRACTOR INFORMATION:
I
STATE of FL REG./CERT.#: G aC 1 S2 Q q 20 ST. LUCIE CO CERT.#:
BUSINESS NAME: j
cofu+rc(c4-or-S QrOVP
QUALIFIERS NAME. OSr M. c.-,A4'J P-2—
ADDRESS: to 94tl G
CITY: I FJ M k STATE: 1-L ZIP: 40 g
PHONE(DAYTIME): 30S ap�4 8q c FAX:
OWNER/BUILDER INFORMATION:
NAME: Wi a gtcorLd
ADDRESS: (o6Rq 5w gusck
CITY: PCIIAA U4-V STATE: Fl, ZIP: 3 qq j o
PHONE(DAYTIME: -7-�t 2 - 26 2 ^ to$0 S FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9123109
Revised 06130117
_ PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
—21 BUILDING AND CODE REGULATIONS DIVISION
2300 VIRGINIA AVE
FORT PIERCE,FL 34982
(772)462-1553 Fax(772)462-1578
PERMIT RENEWAL REQUEST
PERMIT NUMBER: 0 -Id 7— OU9 -Y ADDRESS: 1 D2 Al Las OLAS Or Jer"SeN 6. (-C3395i'
I, JOSS SA W C h f-2 ,am requesting that the above permit be renewed. I
understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I
understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a
passing inspection during any six month period during the renewal period.
Justification N e-e-c f-of ro S u wk i 4- a 2.e y l s;o r a
pro Ptr oKJ N&r waS ov4 Or- +V wn/
OWNER/BLDR 011 CONTRACTOR SIGNATURE DATE
dose M • SaN�h�z
Print Name
STATE OF FLORIDA F` l
COUNTY OF nn rr }�
ACKNOWLEDGED BEFORE ME THIS O" DAY OF 201-9--
BY, l WHO IS PERSONALLY KNOWN TO ME OR
HAS iROVIDED '� AS IDENTIFICATION.
S E OF FLORIDA,Co of
I� A 0 N T SEAL
FOR OFFICE USE ONLY:
Number of Open Inspections:
Total Inspections:
(Divide open by total to get%of open inspections)
Percentage:
Original permit fee: x%open = $ Renewal fee
Example: [15 divided by 23=.65(%)] $175(permit fee)x.65=$113.75(renewal fee)
Revised 7/21/2014 V NGRAM.jWMING
LAST WIC�pvvu My COWMION#GG 276060
EXPIRES:Da°em U0ers
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' M IAM 1-DADE
� MIAMI-DARE COUNTY
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.gov/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 AH1 (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 "SH-200"Aluminum Single Hung Window—N.I.
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"SH Window Installation"sheets 1
through 8 of 8,dated 05/11/11,with revision D dated 06/16/17,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.
i
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 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#16-0505.02 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 Jorge M.Plasencia,P.E.
M1At•11 DARE COUNTY /� NOA No. 17-0630.02
o y� _ ( / i Expiration Date: September 01,2021
b `t Approval Date: October 26,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0614.01)
2. Drawing No.MD-SH2O0-01,titled"SH Window Installation" sheets 1 through 8 of 8,
dated 05111/11,with revision D dated 06/16/17,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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report
No.FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. '
(Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t''
Edition (2014) and FBC-611 Edition (2017) dated 10/12/17,prepared by
manufacturer,signed and seated by Anthony Lynn Miller,P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition(2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under NOA No. 15-0528.22)
3. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6' Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
Jorge M.Plasencia,E.E.
Prodihet Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01,2021
i Approval Date: October 26,2017
E-1
i
I
i
i
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 16-0505.02, issued to PGT Industries,Inc. for their Series
"SH-200"Aluminum Single Hung Window-N.I., approved on 06/16/16 and expiring
on 09/01/21.
Jorge M.Plasencia,P.E.
Prqduct Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-2
GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 49.1M' FOR ANCHORS IN SEE SHEETS 2&3 IMPACT RESISTANCE
CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). VISIBLE LIGHT CURVED HEAD,
SEE SHEET 6. 52-10BUCK WIDTH
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. --_
_ 49-1/B"
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MOM-DADE COUNTY APPROVED MASONRY NO ANCHORS 4_1 � VISIBLE LIGHT
ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY REQUIRED IN n B `.`` 9°MAX' 3'MAX. D
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES 5&S.SHEETS 4&5. STRAIGHT HEAD.
A
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLES,SHEET 4.ALL WOOD BUCKS LESS THAN 1-12'THICK ��"" I C .
ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTAI I Ffl DIRECTLY TO �_/77�
�� _ —_ 35-12'
SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE B'MAX.FROM
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE CENTER OF (I LIGHT VISIBLE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. lJEETTR"LL I �• 78° LIGHT
MAX.O.C. /
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP TO 6°MAX.O.C.
TIP
SUFFICIENT LENGTH AS SPECIFIED ON TABLES 5&6,SHEETS 4&5.NARROW JOINT SEALANT IS USED ON ALL FOUR _ �HEIGHT
CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNWLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE A BUCK C -
INSTRUCTIONS, / �_ HEIGHT / BUCK
8•MAX FROM L _ BUCK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE CENTER OF HEIGHT
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO MEETING RAIL /
23'
RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / /
MAX O.C. � I
7)DESIGN PRESSURES: B'MAX.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND I—B NO ANCHORS _D
GLASS PER ASTM E1300, REQUIRED IN SILL. 3'MAX.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 624/8•BUCK WIDTH S.MAX.O.C.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 53-118-TIP-TO-TIP WIDTH
REQUIRED DESIGN PRESSURE.THE 33113%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 TYP.FLANGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (TESTED UNIT) (TESTED UNIT) '
FOR CORROSION RESISTANCE.
B)REFERENCES:TEST REPORTS FTL-6478;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NOS FOR WOOD
CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 GUIDE TO SHEETS:
SERIES(FIN FRAME).
Material Min.F. Min.Fa GENERAL NOTES..........._...........1
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE Steel Screw 92 k5 120 ksl ELEVATIONS...._...._._..___.......1
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. DESIGN PRESSURES._._.1&3 PRODUCT REVISED
EIDD UItrBCorl® 155 ksl 177 ksl INSTALLATION,FLANGE.............4
WIDTH -.-{ 410 SS Elco CketeFlex® 127.4 ksl 189.7 ksl INSTALLATION,INTEGRAL FIN...5 as complyingg with the Florida
F.- WIDTH -•-( ANCHOR QUANTITIES......._.._....a NOA-ulld o Codo
- --- --) 6063-T5 Aluminum 16 ksi 22 kSi Noa No. 17-0630.02
I A36 Steel 36 ksl 58 ksl GLAZING DETAILS.....................?
� � CORNER ASSEMBLY...._.............7 Explratlon Da o 09I01/2021
Gr.33 Steel Stud 33 ksl 45 ksl EXTRUSION PROFILES............._.8
PARTS LIST...............................8 BY
Miami-D Product Cant—
HEIGHT — HEIGHT
j ,1+1111111 its
N�cENSF'! '•; R 06/16/17-JR-UPDATED TO
��� FBC 2017.
NO-EQUAL LRE PROMEWIORIEL ARCHTOP PRCNEW/ORIEL RADNSTOPEOUN.UTE
CODES I STANDARDS USED: -'O 1_(/L ! ` ® �ClIPOO^ DraNn Br'
•2017FLORIDABUILDINGCODE(FBC,fiTHEDRION 6 2 �•T� ��� 1070TECHNOLOGYDRIVE GENERAL NOTES&ELEVATION J.ROSOWSKI
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION %D.p S7 !:•.!(� N.VENICE,FL 34275:ASTM
ANS/AF&PANDS-2015 FOR WOOD CONSTRUCTION ',�i�sS,�1�RlOp.•�G\?� (sa+)4so-15Do _SH WINDOW INSTALLATION 06/11/11
-ALUMINUM DESIGN MANUAL,ADM-2015 1i7j�01VAtL+E � o lI.°�
•AISIS100.12 - - ALLRIDHISRRMANCO Sariae/AI°Eak Se°1r Shah Drvwnp Ne. Rev:
•AISC 360-10 ALYNN MILLER,P.E. CERT.OFAUTH.#29296 SH-200 TUTS 1 OF8 MD-SH2O0-01 D
p.EJ!68705
TABLE I: TABLE 2: PRODUCT g REVISED
2 Monolithic Glass Types Dui dinglCend with the Florida
Maximum Design Pressure(IbSlft)for Glass Type A, Fin&Flange Frame NOA-No. d 17-0630.02
windoSash Height" A 1/8"Annealed
Helghtw (see Figure A,lifts sheet) Maximum Window Width' B 1/8"Tampered Expiration Date 09/01/2021
19-1/8" 26-1/2° 33- 37' 41" 45" 49° 53-118" C 3/16"Annealed Dr
23" 11-911G(Equal Lda) +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0! -90.0 +55.0 90.0 +55.0 90.0 Mlam D�' a Pro uct t ontro
D 3/15'"Tempered
under 1 a-9/16" +55.0 90.0 +55.0 .90.0 +55.0 -75.2 +55.0 -65.5 +55.0 57.3 +50.2 502 +44.8 -44.8 +39.9 39.9 E 1/4'Annealed
37' 189/16"(Equal Life) +55.0 -90.0 +55.0 90.0 +55.0 -84.2 +55.0 -74.5 +55.0 -66.5 +55.0 -61.0 +55.0 -57.7 +55.0 -65.0 F 1/4'Tempered
over 18.9116" +55.0 90.0 +55.0 -90.0 +55.0 j -75.2 +55.D -65.5 +55.0 -57.3 +50.2 -50.2 +44.81 44.8 +39.9 -39.9
under 15-71W +55.0 -90.0 +55.0 .87.1 +55.0E-7-3.4 +55.0 -63.8 +55.0 56.8 +50.0 50.0 +44.8 •44.8 +40.0 40.0
15-7/8"thru 19 3/16°3 +55.0 90.o +55.0 -90.0 +55.0 +65.0 -68.0 +55.0 58.5 +51.1 51.1 +45.9 45.9 +41,3 413 TABLE 3:
383I8" 19-IW(Equal Lite) +65.0 -90.0 +55.0 .90.0 +55.0 +55.0 -726 +55.0 -63.5 +55.0 ST.9 +54.2 54.2 +51.5 -61.6 Insulated Glass Types
over 19-t/4` +55.0 -90.0 +55.0 -87.1 +65.0 +55.0 -63.8 +55.0 56.8 +50.0 50.0 +44.8 44.8 +40.0 40.0 G 1/8"Annealed,114"Airspace,1/8"Annealed
under 19-9/16' +55.0 -81.6 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.5 50.5 +45.8 45.8 +42.0 42.0 +38.7 -38.71 H 3116'Annealed,3/16"Airspace,1/81 Annealed z
45° 19-9/16'thru 22-1/2°1 +55.0 90.0 +55.0, -87.9 +65.0 -74.0 +55.01 -64.3 +66.0 56.9 +50.1 1 -50.1 +44.8 -44.8 +40.0 -40.0 1 1/8'Tempered,1/4"Airspace,1/8"Tempered
229116"(Equal Ute) +55.0 90.0 +55.0 -90.0 +55.0 78.8 +55.0 -68,1 +55.0 58.5 +51.1 .51.1 +46.0 .46.0 +41A -41.4 J 3118'Tempered,3116"Airspace,1/8"Tempered
over 229/16' +55.0 -81.5 +55.0 -72.3 +55.0 r -61.3 +65.0 -56.3 +50.5 50.5 +45.8 -45.6 +4201 -42.0 +38.7 38,7
under20-1/8' +65.0 -71.6 +55.0 -62.8 +55.0 55.4 +50.3 50.3 +45.9 45.9 +41.7 41.7 +38.91 38.9 +36.2 382 Y
ul rn •"ab
20-118"thru 241/2"3 +55.0 90.0 +55.0 -82.5 +55.0 -69.5 +55.0 -61.6 +55.0 -65.4 +49.3 49.3 +44.6 -44.6 +40.0 40.0 Z O "-
47 FIGURE A:SASH K ti I j O O
249/16"(Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 -66.5 +55.0 57.8 +50.4 50A +45.0 45.0 +40.1 40.1 CROSS SECTION o to
=? O fD O
over24-9/16" +55.0 71.6 .+55.0 .62.8 +55.0 55.4 +50.3 -90.3 +45.9 45.9 +41.7 41.7 +38.9 38.9 +36.2 352 (WITH MONOLITHIC CD N ®w h a+°c O N
under 20-13116+55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 -97.6 +34.8 34.8 GLASS) O m 0 _
17
505/8" 20-13/16"thru 25-5116"a +55.0 $9.6 +55 0 80.3 +55.0 t37.7 +55.0 0 CO
$0.6 +54.2 5i.2 +49.0 49.0 +44,2 44.2 +40.0 40.0 O LLLi -a p'
25.3/8°(Equal Lite) +55.0, -9o.0 +55.0 -90.0 +55.0 -75.4 +65.0 -65.7 +55.0 57.4 +50.3 50.3 +44.9 -44.9 +39.9 39.9 I� U U_goy c� -I Z
over25318" +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +402 40.2 +37.6 37.6 +34.8 34.8 T� il. Wz Y a 5M0
under 2415/16' +55.0 56.0 +43.8 43.8 +41.9 41.9 +39.1 39.1 +36.0 38.0 +32.6 328 +30.0 30.0 +27.6 -27.6 I o>v ¢ op
3415J18"ihru 301/2 3 +55.0 -75.0 +55.0 66.0 +55.0 b7.4 +51.9 51.9 +47.4 47.4 +43.2 43.2 +39.9 i 39.9 +37.3 37.3 Z v ILL
O
81° 309/16°(Equal Lite) +55.0 -87.9 +55.0 -75.8 +55.0 -66.6 +55.0 -59.7 +53.5 •53.5 +48.7 48.7 +43.9 43.9 +39.9 39.9 SHEE I HEIGHT _ N
aver 30.9/16" +55.0 -67.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 -44.1 +402 -40.2 +37.6 37.6 +34.8 34.8 = II ® 8 U) raaas
SASH HEIGHT-3.9116°
under 25-3/4" +54.7 54.7 +41.2 41.2 +40.3 40.3 +37.8 -37.8 +34.6 34.6 +31.3 31.3 +28.9 -28.9 +26.5 -26.5 w �
�" 253/4"thru 31-1/2"3 +55.0 -72.0 +55.0 -63.2 +55.0 55.7 +50.5 50.5 +46.1 46.1 +41.9 41.9 +39.0 39.0 +36.3 36.3 Q Z
319/16°(Equal Lite) +55.0 -83.9 +55.0 -71.7 +55.o -64.8 +55.0 -582 +52.4 52.4 +47.9 47.9 +43.3 43.3 +39.7 39.7 I < a
over 31-9116" +55.0 -87.8 +55.0 59.9 +53.3 53.3 +48.5 48.5 +44.1 44.1 +40.2 40.2 +37.6 37.6 +34.8 -34.8L ° Z Z o
(9 0
under293/4" +53.3 53.3 +39.7 39.7 +39.1 39.1 E+44.0
36.7 +33.4 -33.4 +30.3 30.3 +28.0 -28.o +25.8 -25.8 I� W = _
29-W4"thru 36.1/2"3 +55.0 -61.0 +520 52.0 +48.2 48.2 44.0 +40.1 40.1 +37.0 37.0 +34.1 34.1 +31.4 31A 0 lA co
73" a1711 •�sa5 saueg
3E 9/16"(Equal Ute) +55.0 68.3 +65.0 56.3 +521 52.1 +51.5' 51.5 +47.0 47.0 +42.7 427 +39.6 39.6 +37.0 -37.0
over36-9/16' +55.0 $7.8 +55.0 56.3 +521 -52.1 +48.5 48.5 +44.1 -44.1 +402 40.2 +37.6 37.6 +34.8 34.8 +`.�ON.i(rLYNN
under 313/4" +53.3 53.3 +39.7 -39.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33A +30.3 30.3 +28.0 -28.0 +25.8 -25.8 � ..........
78" 31-V4'thru 39"3 +55.0 58.3 +48.0 48.0 +45.2 45.2 +412 41.2 +37.9 37.9 +34.8 -34.8 +31.7 31.7 +29.5 -29.5 _�-' vyCENSF •.(�fv
391/16"(Equal Ute) +55.0 62.5 +60.8 50.8 +46.3 46.3 +45.2 45.2 +44.2 44.2 +40.31 -An A +37.7 37.7 +34.9 34.9 NOTES - No.56705
( q =*: *=
1 Tip-to-Up dimensions for flange windows etwvm.For fin windows or buck dimensions,6Ubt2Ci 1". 1)USE THIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH 1/9"
Z Overall sash height.For clear daylight height,subtract 3-9/161. ANNEALED GLASS(TYPE A).
7t•*w;
3 Size range includes the standard Pro-View(37over-2 configuration)for the given Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH p A7E O
Z
For overall sash width,subtract 2-15116"from the buck dimension. OR HEIGHT DIMENSION SHOWN ON THE TABLE '�,�5'. ORIDP;
�'�.,`S�ONAL fGvvv�
A.LYNN MRLER,P.E.
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53". P.E.0 58705
TABLE4: TABLE2: PRODUCT REVISED
as complyyingg with the Florida
Maximum Design Pressure(lbs/fe)for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types B"Ilding Code
Window Sash Helght2 NOA-Ho. 17-0630.02
Helghtl (see Figure A,this sheet) Maximum Window Width' Expiration
1!B"Annealed
Expiratto"Dat"09l01/2021
B 1/8"Tempered
19 i/8" 26 1/2" 33" 37" 41" 45" 49" 53-1/8 is"3/16 Annealed v
M. 11.9116'(Equal Lite) +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 .90.0 +55.0 90.0 +55.0 90,0 +55.0 t -90.0 +55.0 90.0 Miami-Datl roduet r ontrol
D 3/16"Tempered
under 189116" +65.0 -90.0 +55.0 90.0 +55.0 •90.0 1+55,0 -90.0 +55.0 90.0 +55.0 -84.3 +55.0 -78.0 +55.0 -72.9 E 1/4"Annealed
37" 1 M116"(Equal Ute) +55.0 -90.0'
+55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -81.1 +55.0 -73.4 F 1/4"Tempered
over 189116" +55.0 -90.0 +55,0 -90.0 +55.0 -90.0 1+55,0 •90,0 +55.0 -90.0 +55.0 -64.3 +55.0 -78.0 +55.0 72.9
under 15-7/9" +55.0 90.0 +55.0 1-90.0 +55.0 90.0 +55.0 -90.0 +55.0 •68.5 +55.0 -81.8 +5&0 75.0 +55.0 -68.5
15-718"thnt 19-3116"3 +55.0 90.0 +55.0 90.0 +55.0 -80.0 +56.0 90.0 +55.0 90.0 +55.0 -87.9 +55.0 -78.8 +55.0 71.2 TABLE 3:
38 318 10-1/4^ sulated Glass
(Equal Lite)rite) +55,0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 9D.0 +55.0 97.8 +55.0 78.8 +55,0 -712 Types
over 19.114" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -88.5 +55.0 -81.8 +55.0 1 75.0 +55.0 -W.5 G 1/8"Annested,1/4"Airspace,1/8"Annealed
under 19-9116" +55.0 90.0 +55.0 90.0 +55.01 90.0 +55.0 56.5 +55.0 -80.2 +55.0 73.2 +55.0 -66.3 +55.0 59.7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed :9
199/16-thru 22-1/2"3 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 59.1 +55.0 -78.5 +55.0 -70.0 +55.0 $3.0 1 1/8"Tempered,1/4"Airspace,1/6"Tempered
z
" 229116"(Equal Lite) +55,0. 90.0 +55.0 .90.0 +56.0 .00.0 +55.0 90.0 +55.0 -89.3 +55.0,.-78.5 +65.0 70.0 +55,0 83.0 J 3l16"Tempered,3/16"Airspace,118"Tempered
over 22-9/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -86.5 455.0 .80.2 +55.0 -73.2 +55.0 -66.3 +55.0 .59.7 r ❑
under 20.118' +55.0 90.0 +55.0 90.0 +55.0 .86.0 +55.0 •81.8 +55.0 -75.7 +55.0 •69.2 +55.0 .62.8 +55.0 57.7
20.1/8"thru 24 i/2"s +55,0 90.0 +55.0 90.0 1+55,0 90.0 +55.0 90.0 +55.0 84.8 +55,0 74.2 1+55.0 85.9 +55.0 59.1
249/10"(Equal Ute) +55.0 40.0 +55.0 90.0 +55.0 -LO
` 0 CD
90.0 +55.0 90.0 +56.0 -84.8 +55.0 74.2 +55.0 .65.9 +55.0 59.t FIGURE A:SASH 0
CROSS SECTION <n C5 (/) O
over 249/16" +55.0 -90.0 +55,0 90.0 +55.0 86.0 +55.0 81.8 +55.0 -75.7 +55.0 59.2 +55.0 52.8 +55.0 -57.7 (WITH I.G.GLASS) N ®w g old O N
under20-13116' +55.0 90.0 +55.0 90.0 +55.0 483.5 +55.0 -79.1 +56.0 -74.0 +55.0 -67.3 +55.0 •61.9 +55.0 •56.8 0- �S
OJ0 0 �
506l8" 20-13/16'thru 255/16"3 +55.0 90.0 +55.0 90.0 +55.0 9Q0 +56.0 -90.0 +55.0 53.2 +55.0 72.7 +55.0 -64.5 +55.0 57.8 z LL i ma ❑
25 3/8'(Equal Ute) +55.0 90.0 +55.0 90.0 +65.0 -90.0 +55.0 90.0 +55.0 -83.2 +56.0 -72.7 +55.0 •84.5 +5SA .57.8 it ji U V o cOi a Z
aver 253/8" +55.0 90.0 +55.0 90,0 +55.0 .815 +56.0 -79.1 +65.0 74.0 +55.0 .67.3 +650 -61.9 +55.0 56.6 ' i o W a O m
under24-15/18" +55.0 97.9 +55.0 -75.6 +55.0 65.7 +55.0 -62.9 +65,0 -60.0 +56.0 56.5 +53.2 53.2 +49.0 49.6
611, 34-15flW thru 30412"3 +55-.0 .87.9 +55.0 75.8 +55.0 74.1 +55.0 74.1 +55.0` -74.1 +56.0 .65.5 +55.0 -57.5 +51.1 51.1 I r z w m LL
3D•9116" f I SASH W O
(EqualLtte) +55.0 $7.9 +55.0 -75.8 +55.0 -74.1 +55.0 74.1 +55,0 -74.1 +55.0 65.5 +55.0 57.5 +51.1 51,1 VIstBLELIGHT I jl HEIGHT E- co
over30-9/16" +55.0 -87.9 +55•0 -75.8 +55.0 74.1 +55.0 74.1 +55.0 -74.0 +55.0 •65.5 +55.0 57.5 +51.1 51.1 HEIGHT )� 0 m co Z 1-15
under25-3X +55,0 -83.9 +65.0 -71.7 +65.0 520 +55.0 59.9 +55.0 •57.8 +54.5 54.5 +51.3 51.3 +48.3 -48.3 SASH HEIGHT-3-9/16" II II a) V)
6, 259/4"thtu 31-112"3 +55.0 83.9 +55,0 71.7 +55.0 69.4 +55.0 .69.4 +55.0 59.4 +55.0 54.5 +56.0 56.5 t50.2 50.2 . ++ a- O0 Z
319/i6"(Equal Lite) +55.0 .83.9 +65.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.01 59.4 +55.0 -84.5 +55.0 56.6 +50.2 -60.2 ❑
, II Z ar""s
owr3l-9/16" +55.0 -83.9 +65.0 -71.7 +56.0 -69.4 +55.0 -69A +55.0 -89.4 +55.0 •64.5 +55.0 -86.5 +50.2 -60.2 ii o U z CDunder 29-314" +55.0 •68.3 +55.0 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.0 50.0 +46.4 -46.4 i! j! g W 2 2
" 2M4'thru 36-1l2"3 +55.0 •68.3 +55.0 56.3 +52.1 521 +51.5 51.5 +51.5 51.5 +61.5 51.5 +51.5 51.5 +48.4 46.4 ❑ !n l!1
389/16"(Equal Lite) +55.0 68.3 +55.0 56.3 +521 521 +51.5 51,5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 '°a
over
under 3315 4"s +55.0 525 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 +45.0 .45.0 +45.0 -45.0 .�`��oNY'�YNNM�
78" 31-3fethru39" +55.0 52.5 +50.B 50.8 +46.3 -46.3 +45.2 -45.2 +45.0 -05.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 :�t-,•'yvcENSF'•.���
39.1/16"(Equal Ute) j+55.0 .62.5 +60.8 50.8 +46.31 48.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 NOTEs
No.58705
I Tip-to-tip dimensions for flange vdndows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THATARE GLA72D WITH GLASS `
2,ORrall sash height.For clew daylight height subtract 3-9/16^. TYPES 8-J.NOT APPLICABLE WITH IB"ANNEALED GLASS(TYPE A). D It!
3 Size range Includes the standard Pio•Vlew(3.over-2 configuration)for the ghen Window HdighL 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR ��O '• ATE I�'•
For overall sash width,subtract 2-15MW Gam the buck dimension, HEIGHT DIMENSION SHOWN ON THETABLE. %�`ss/�GORIDA.•�G\��
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53. - A.LYNN MILLER.RE
P.E.f168705
INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETFJCMU CONCRETE7CMU
PER ANCHOR PERANCHOR
OPTIONALADDON EMBEDMENT REQUIREMENT TYP'ANCHCR
FLANGE@HEAD, 13 REQUIREMENT TYPE
INSTALLATION 3 EMBEDMENTAND
OPTION 1 EDGE SILL8JAMBS a. 1/4'MAX 40 27
.. EDGE DISTANCE
CURVED HEADER DISTANCE .*
EDGE SHIM60 10 PER SUBSTRATE,
12
INSTALLATION INTO WOOD DISTANCE SEE TABLE 5,
2X SEE NOTE 2,THIS SHEET. ' THIS SHEET.
IIEMBEDMENT - —
TYP.ANCHOR 38 EMBEDMENT
TYPE.14 EMBEDMENT EDGE
�SHI MAX 'AND EDGE — DISTANCE
SHIM SHIM DISTANCE PER 24 •'c. ,•� I
3 TYP.ANCHOR TYPE, II SUBSTRATE, — --
1.465' I EMBEDMENTAND �j 1 THISSHEET. 3235 '
L I EDGE DISTANCE II SEE TBLE 5, 43 64 EXTER OR INSTALLATION
PER SUBSTRATE, INSTALLATION
3e OPTION 1 INSTALLATION OPTION 3
SEE TABLE 5,THIS VISIBLE LIGHT WIDTH INSTALLATION ANCHORS
VISIBLE �I SHEET. STRAIGHT HEADER OPTION 2 BUCK WIDTH THROUGH 1XBUCKSTRIP
LIGHT II 60 INSTALLATION ONTO INSTALLATION INTO MASONRY.
HEIGHT WOOD 2X,NO ANCHORS - ANCHORS DIRECTLY TIP-TO-TIP WIDTH ,
j SO REQUIRED AT HEADER INTO MASONRY. HORIZONTAL SECTION A-A
29
II —�{ �•�—1/4"MAX.SHIM TABLE 5:
#12 STEEL I I Anchor Min.Edge Mln.
40 SELF-DRILUNG Group Anchor Substrate Distance Embedment EGRESS FORMULAS
SMS(GS),SEE (EQUAL-LITE)
TABLE S,THIS� P.T.Southam Pine(SG=.55) B/18' 1318'
2.751' 9 SHEET #12 Steel SMS Aluminum,6063-T5 min. 316" 1/6° WIDTH:TIP-TO-TIP WIDTH-4'
BUCK A HEIGHT:TIP-TO-TIP WiDTK2-&W16'
HEIGHT EXTERIOR USE EITHER INSTALLATION Screw(GS) Steel Stud,Gr.33 min. 31B' 0.0348(20 Ga)
LATCH(#29)OR A38Steel 3W 0.0346(20Gal VISIBLE LIGHT FORMULAS
BOTTOM LOCK OPTION 4 P.T.Southern Pine(SG=.55) 1" 13/8"
nPTo nP 3235 (#11).TESTED INSTALLATION (EQUAL-LITE)
I UNIT LOCATION: ANCHORS B 1/4"Steel Ultra con Concrete(min.2.9 ksl) 1" 13/e, WIDTH(SASH):TIP-TO-TIP WIDTH-5-1118'
HEIGHT 37 I I 65l8"FROM DIRECTLYINTO Ungmuted CM U,(ASTM G90) 2-1/2' 1-1/4° WIDTH(FIXED):TIP-T0.TIP WIDTH-4"
64 VENT END. METAL, HEIGHT:(TIP-TO.TIP HEIGHT-7-1/18y2
I P.T.Southern Pine(3G=.55) 1' 1316"
VISIBLE I I 3 C 1/4'410 SS CreteFlex Concrete(min.3.35 kei 1° 1314'
LIGHT I I 7 36 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
HEIGHT 1 I DADE APPROVED MULLION,
ALUMINUM,STEEL FRAMING OR EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
T I� STEEL STUD.SEE SUBSTRATE J�"� ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
IT i I� 11 PROPERTIES,TABLE S,THIS SHEET. IJ 2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. PRODUCT REVISED
J 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSL as complying with the Florida
Bullding Code
-' NOTES NOA-No. 17-0630.02
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. Expiration Date 09/D7l2021
2254' 31 20 By
2X WOOD 2 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. Miam:-Da ro uct Contro
SUCKSTRIP, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS
SEE NOTE 2.- (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
THIS SHEET. ENGINEER OR ARCHITECT OF RECORD.
111111/
3)VISIBLE UGHT WIDTH OR HEIGHT(ALSO �.�NY LYNN Revision:
REFERRED TO AS DAYLIGHT OPENING)IS �� 0 „
MEASURED FROM BEADING TO BEADING. `:�•�::'VCENSF ;1/4'MAXSHIM UPDATED TABLE 5.
Q.: .•�
* No.58705
REQUIREDNOANCHORN .• •P. •••.••••' , CONCRETE PER Dram 8Y:
FLANGE ,- •• . ANCHOR //,+ Description:
REQUIREMENT Y G - �` 107D TECHNOLOGY DRIVE FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
PM
FRAME SILL •a,• �. '''' S�� N.VENICE,FL 34275
,IFS'• (ea1)4aw10 SH WINDOW INSTALLATION 05/11/11
VERTICAL SECTION B-B ONA�Lt-Ea`� AL a H FESERWEo Se les/Modeh Scab: Sheet Dvinq w ear.
A.LYN�I�IILIER,P.E - SH-200 NTS 40F8 MD-SH2O0-01 D
P.E.4 58705 CERT.OF AM.429298
EDGE
INSTALLATION DETAILS FOR FIN FRAMES EDGE DISTANCEEDGE DISTANCE
1/4"NMSHIM —r{ EDGE
TYP.ANCHOR TYPE,EMBEDMENT AND DISTANCE 1/4'MA.X SHIM I DISTANCE
AINSTALLATION
DISTANCE PER SUBSTRATE,SEE TYP.ANCHORTYPE,
EET EMBEDMENT AND EDGE 2X WOOD,SEE
2X WOOD, DISTANCE PER SUBSTRATE, O NOTE 2,THIS
INSTALLATION WOOD,SEE NOTE 2,THIS SHEET EMBEDMENT SEE NOTE 2, SEE TABLE 6,THIS SHEET. SHEET
OPTION 5 EMBEDMENT Tt1(SSi1EET HORIZONTAL SECTION GC
2XWOOD, 6
CURVED HEADER EDGE EDGESEE NOTE 2,INSTALLATGN DISTANCE DISTANCETHIS SHEET 284027
ANCHOR(SCREW) U 12 BO 10THROUGH THE FIN EDGE I EDEMBEDMENT
DISTANCE bDIST JJJ...... EMBEDMENT
1/4MAX SHIM114°MAX SHIMM6 TYP.ANCHOR TYPE,
EMBEOMENTANDTYP.ANCHORTYPE,EDGE DISTANCE INSTALLATION
PER SUBSTRATE, EMBEDMENT AND EDGE 24OPTION6
SEE TABLE 8,THS DISTANCE PER SUBSTRATE, INSTALLATION
I SHEET. SEE TABLE 6,THIS SHEET. OPTION 5 3236 INSTALLATION ANCHOR
N EXTERIOR (NAIL)THROUGH THE FIN
VISIBLE 38 INSTALLATION 43
LIGHT OPTION E ANCHOR(SCREW) VISIBLE LIGHT WIDTH
HEIGHT i 60 30 STRAIGHT HEADER THROUGH THE FIN
INSTALLATION ANCHOR BUCK WIDTH
29 (NAIL)THROUGH THE FIN
EDGE DISTANCE MULLION SECTION EGRESS FORMULAS
DADE APPROVED MULLION,MAYBE - (EQUAL-LITE)
40 VERTICAL OR HORIZONTAL MAX
8 1/4"SHIM.SEE SUBSTRATE HE GHT 9 BUCK HEIGHT/2-5.13/16°
EXTERIOR INSTALLATION PROPERTIES,TABLE 6,THIS SHEET.
2.751' GI USE EITHER OPTION 7 VISIBLE LIGHT FORMULAS
LATCH(#29)OR INSTALLATION
BUCK BOTTOM LOCK AiICHOR(SCREW) EXTERR 6 O (EQUAL-LITE)
HEIGHT 32-35 (#11).TESTED THROUGH THE FIN IM MAX SHIM
WITH FIN WIDTH(BASH):BUCK WIDTH-41A6"
37 .1 UNITLOCATION: -- REMOVED WIDTH(FIXED}BUCK WIDTH-3°
6.518"FROM TABLE 6: HEIGHT f2
64 VENT END. #10 STEEL
SELF-DRILLING Min.Edge Min.
VISIBLE SMS(G5) Anchor Substrata Distance Embedment
LIGHT 7
HEIGHT II i 36 2-1/2"x.113"Box iJal1 P.T.Southern Pine(SG=.55) 112" 2-7116"
T ) ) 11 ���// 2-1/z'x.131"Common Nail P.T.Southern Pine(SG=.55) 911G' 2-7/18 PRODUCT REVISED
EXTERIOR �/ 2-1/2"X..145"Rootin Nall P.T.Soulltem Pine SG=.5 9116" 2-7/16, as complying with the Florida
9 ( Building Code
P.T.Southern Pine(SG-.65) 314° 1-3/B" NOA-No. 17-0630.02
43 #10 Steel SMS Screw(G5) Aluminum,6063-T5 min. 3/8" 1/8" Expiration Date 09/01/2021
ALUMINUM/STEEL FRAMING OR STEEL Steel Stµd,(3r.33 min. 31W 0.036 BY -•
2.254' 31 20 STUD.SEE SUBSTRATE PROPERTIES, A36 Steel 3/8" 1/8" Miami-D roduct Control
TABLE 6,THIS SHEET.
5 NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
1)USE ONLY SUBSTRATE 2)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSL
1/4°MAX SHIM APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET. �yA1jV
TYP.ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE `��'C?O•'�ICEN§F �y �i
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN `;'
MAYBE USEDON ANYSIDEOF THE No.58705
BEET ABLE 6,THIS SHEET: Q *; �•=
EDGE WINDOW. - Drown W.
DISTANCE ''I�� - D—riP6on:
2)2X WOOD FRAMING OR BUCK, -° V ?I 0'; 1070 TECHNOLOGY DRIVE FIN FRAME INSTALLATION DETAILS J ROSOWSKI
INSTALLATION %� '. 1 :'UU� N.VENICE,FL 34275
1-1/2"THICK OR GREATER O STATE F I-- Oats:
OPTION 6 EMBEDMENT ' (941)4B0-1fi00 tom'
INSTALLATION ANCHOR ��., ftORIDP...` X ' SH WINDOW INSTALLATION 05/11/11
L THROUGH THE FIN 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT i� S ' ALL I cQFMGRro saa
(NAIL) _ (ALSO REFERRED TO AS DAYLIGHT _ ��,,�IO,NA�E,��� __ _ � Serko/ModaF s<:olo:_ sneeh o�mrg No. Rer.
RESI
OPENING)IS MEASURED FROM A.LMigilL R p E. SI-(_'Z00 NTS 5 OF 8 MD-SH2O0-01 D
VERTICAL SECTION D-D BEADING TO BEADING. p,E#58705 CERT.OF AUTH.#29296
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O �9l . N Y W N N . W N N N W N N N N N N N N N N N . N N N N N N N Above MR W
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A In m D Q ^ N N N N N N N N N N N N N Y N N N N N N N N N N N N N N N N N N N N SeloW MR
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POLYISOBUTYLENE 1l4'NOM14. FOAM 3/16°NON. BUTYL& SILICONE SEAL .C'�;''�}GEN$F'•.�/_�'
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GLASS STAINLESS STESTEEL NO.5B705
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P.E.068705
Item PGT PGTPart# Description
# Dwg.# 2.000"
1 2703E 62703EW Flange Frame Head
2 2751B 62751SW Flange Flame SIII r— z.DoO^ 050• .962"
3 2781 62781W Flange Frame Jamb/Curved Header z3a 1.t2s
06r 500'
4 2713 62713BW Integral Fin Frame Head 2.sao
5 2714E 82714EW Integral Fin Frame SIII —T z.o0o• 050
050'
6 2782 62782W Integral Fin Frame Jamb/Curved Header .e89• soo• 06z°
7 2706 62706DW Sash Bottom Rail 050• osz• ass
°�
8 2707 62707CW Sash Top Rall os2 • 1
9 2739 62739W Fixed Meeting Rail 600• 06r os2
FLANGE FRAME HEAD 050° .050,
10 2709 62709CW Sash Side Rail O {�-- 2.056
6063-T6 ALUMINUM
FLANGE FRAME JAMB! INTEGRAL FIN FRAME HEAD
11 2740B 742740AW Sash Bottom Lock FLANGE FRAME SILL
12 2785 82785W Sash Stop O 6063-T6 ALUMINUM O CURVED HEADER 3T5 ALUMINUM
O 606
6063T6 ALUMINUM
13 134 66615 Addon Flange
20 1228 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71662CW Head/Sill Gasket,Polyethelyne
2.056' .9T6' ►I
22 1270 7PAD118 Open Cell Foam Pad � �zs• 7}-
23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC 050• L
� .050• J T —�'li�— .062-
24 4066 04068G Wstp.,187 X.230 Fin Seal .o6z 25 2784 727RW Sash Side Rail Gasket,Polyethelyne t.so7• t.ase^2 1 .O6T26 1078 7121LIM Balance Take-out Clip 97 0so 1,226 +.5er27 Varies per Size Balance 1.125• os226 2711 4280OW Sash Cam,Nylon 06z
L ass• --I .062"
29 1098 71096W Sweep Latch,Zinc
92s•
3l1 1016 7858WW #8X.625 Ph.FI.SMS Latch Screws z05s• 0�. �o f~ t.o+o
31 1267 71267N Settin Block 1/8"x1/2"x1",EPDM CURVEINTEGRALFINFRAME JAMB!
g O INTEGRAL F(N FRAME SILL O CURVED HEADER O SASH BOTTOM RAIL O SASH TOP RAIL O FIXED MEETING RAIL
32 See Kornmeding 4SG TPS Spacer System 6063-T6ALUMINUM 6063-T6 ALUMINUM 6063T6 ALUMINUM 6063T6 ALUMINUM 6063•TS ALUMINUM
33 Sheet Quanex Super Spacer nXT with Hot Melt Butyl
34 7 for Quanex Duraseal
35 Materials Cardinal XL Edge Spacer •062"
36 Sash Bottom Lock Spring —.{I A65• PRODUCT REVISED
37 Screen Cloth,Fiberglass 0� +•tom I I+'1'taT 050 as complying with the Florida
'�� 826• I Building Code
38 Dow Coming 899 Silicone Glazing Sealant 874• NOA-No. 17-0630.02
40 1625 61625B Glass Bead(1/8,Glass) —.I 926• l+ _� t+s7 +� � Expiration Date09101/2021
41 2719 62719B Glass Bead(3/16'Glass) .06r .050^
42 1263 61283B Glass Bead(1/4"Glass) O SASH S1DE RAIL O SASH BOTTOM LOCK RAIL O SASH STOP O ADDON FLANGE ay
10 6063T6 ALUMINUM tt 6063T6 ALUMINUM t2 6063-T5 ALUMINUM 13 6063-76 ALUMINUA Mlam-Da Pro uc Contro
43 1253 fiVT48B Glass Bead(I.G.)
50 781POA #8 X 1"QUAD Pn SMS
761PSTX #8 X I"
52 1184 781 LHPQA #8-15 x i LH Tvinfast Screw Zinc 10 S.S. ``���ON.(LYNgI
53 1186 M�'�i,�� ReHeka
781L �
HPQX #8-15 x 1 LH Twinfast Screw Ono(S.S.) 2. �1GEN3F ' �
54 76X1 PFTFUA #8 X 1"Ph FI ulcut SMS Q r
No.58705
55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel DeecriGgeRr Dam er
60 1/8"Annealed or Tempered Glass =O X 1070 TECHNOLOGY DRIVE BOM&PART DETAILS J ROSOWSKI
�2 !iJ N.VENICE,FL 34275
61 3116"Annealed or Tempered Glass ����•, s ATEO T�(�� (941)480-1600 MI . Dace:
g2 1/4'Annealed or Tempered Glass %,F ••.�roR1o?•' G�� gyp„ �17 SH WINDOW INSTALLATION 05/11/11
63 1/8%114".Air-118"An.or Temp.I.G. ASS/ rGN. PGTWDUS7W •'"c
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64 3/18"-3/16"Air-118"An.or Temp.I.G. AFL '� 1P.E CERT.oFairrH.#29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 D
P.E.#68705