The URL can be used to link to this page

Home My WebLink AboutNOA - Single Hung Window%MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/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 Veloc1 y—Hurricane Zone. - DESCRIPTION: Series I'SH-7-700A" Aluminum Single Hun dow — L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, with revision A dated 03/11/20, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 18-0430.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 40��NOA,No. 20-0401:11 E 1ratogDates August23; 2023• Approval Date: July 30, 2020 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA # 18-0430.06 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 011 Edition (2017), dated 04/23/18, 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). Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E-1 . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6tn Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 0 Carlos K Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, with revision A dated 03/11/20, 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 ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07%13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017) and FBC 7'' Edition (2020), dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami- Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-3 4 &139 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017) and FBC 7' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.06 issued to PGT Industries, Inc. for their "Series "SH7700A" Aluminum Single Hung Window — L.M.I." approved on 08/23/18 and expiring on 08/23/23. 0 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E-4 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MU1MI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS] PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/Z' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) IM- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, 7)DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13D0. B. POSITIVE DESIGN LOADS 13ASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2: ELCO ULTRACON NOA; DEWALTIELCO CRETEFLEX NOA; DEWALT ULTRACON + NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A ALLOWABLE SASH CONFIGURATIONS AND SHAPES •--�� WIDTH rx // Lo WIDTH r -� !F1 L2 c7 WIDTH �•+- S / jx RECTANGULAR WITH EQUAL LRE SASH x x RADIUS -TOP WITH PROVIEW SASH x RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. A17-13N6" MAX. D.C./,,, 18.3 17-MAX. (17-1/4' BUCK) B, SEE _ SHEETS 8 & 9 �- A SEE +r- SHEETS 81191 EQUALLY SPACED ANCHORS PER TABLES 8 8 7 O 17J/4" MAX. O.C. X El LY SPACEO ANCHORS PER TABLES 6 8 7 i i 9-1/2" MAX. t 1 (9" MAX. BUCK) 1 9.12" MAX. (9- MAX. BUCIQ 17-311 V MAX. O.C. 11,1„ MAPTIP 12-1/16" MAX O.C. TO __LT TIP HEIGHT 13-5/18" MAX. O.C. _ B NO ANCHORS AT S81 I 53-1/8" MAX. TIP TO TIP WIDTH �1" WEEPNOTCH AT EACH ENO _ -N---0`-'-ter`R ELEVATION.FOR TYP_.`F.LANGE=FRAME :- _ .SHOWN_WIT.H EQUAL-LITE-CONFIGURATIO TABLE t ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) OP Table # 1 1/8"AN, .090" PVB, IIW AN 2 2 13/16" LIG: 1/WAN CAP, AIRSPACE, IIW AN, .090" PVB, 1187 AN 2 3 13/16" LIG: 1/8' TP CAP, AIRSPACE, 118- AN, .OW PVB, 1/8" AN 3 4 1/8" HS, .DW' PVB, 1/8" HS 4 5 3/16" AN,.ow PVB, 3/16" AN 4 6 13/16" LIG: 3/16- AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1(8" AN 4 7 13116"LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .09(1" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 311W AN 5 9 3116" HS, .090" SG, 3/16" HS 5 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .OW SG, 118" HS 5 11 13116" LIG: 1/8' AN CAP, AIRSPACE, 311V AN, .CW SG, 3116" AN 5 12 13116' LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .09T SG, 1/8" HS 5 13 , , , 5 14 11' 36"LIG: 3/16"AN CAP, AIRSPACE, 1/8"HS,.00SG,1/8"HS 5 15 13/16" LIG 3116' TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 25 LARGE & SMALL MISSILE IMPACT RESISTANT D. SEE + SHEET 10 C, SEE SHEET 10 ,5"MAX J O.C. 52-1/8" MAX. BUCK WIDTH y4 1--5"MAX. O.C. r 4111i6'MAX. 0I I/ 83` MAX. BUCK HEIGHT C 4-11/16' MAX.1"WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE. DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE. INTEGRAL FIN OR EQUAL LEGIBOX). CODES/ STANDARDS USED: SG= KURARAY SENTRYGLAS"INTERLAYER BY GENERAL NOTES.' 1 *2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION KURARAY AMERICA, INC. ELEVATIONS ................ ................................ :........ 1 FBC , TH EDITION PVB = KURARAY TROSIFOLP PVB INTERLAYER BY DESIGN PRESSURES / GLAZING DETAILS........ 2-4e2017 FLORIDA BUILDING CODE ( ) KURARAY AMERICA, INC. ANCHOR QUANTITIES .......................................... 5-6 *ASTM E13OD-09 AN=ANNEALED INSTALLATION, FLANGE......................................7 OANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION HS = HEAT -STRENGTHENED INSTALLATION, EQUAL LEG ................. ............... 8 *ALUMINUM DESIGN MANUAL, ADM-2015 TP = TEMPERED INSTALLATION. INTEGRAL FIN ............................ 9 eAISI SIOD-16 EXTRUSION PROFILES .......................... ........... .10 *AISC 360-16 ASSEMBLY & PARTS LIST. PRODUCT REVISED as complying with the Florida Building Code Now -No. 20-0401.11 Expirationn(DDate08123/2023 By a/z® Mlarn"ade Product Control A) UPDATED TO FBC 2020, REVISED ANCHOR. TYPE TABLE. JR - 03/11/20 Ul m Q O ? •naa (3 N ('J N alu0 (Y Q O M CO Z Z LL m W o W U_ r3 v Jfi uxn G t` F- Z W J ON DMG UJ _ 1- VJ O r- j Q W r LL O ® O W 03 Zz H IaaHS O Z o Z g I- w c7 J Z W S W O apr/ nsaG sari Tlp to Tlp Fielght m r m 00-0 999 -- G�A� z2ZZ o�y0 CCCC' NOM'� EyFE NZO DDDD 1 0 3 y y y y mg 2222 1y xy �nmmm moo c>Bc+c� O � N 1 1 `L�2 0000 N co 00 zZA702 O 0 S'S jy Zm.o.I- r0 0 D y3 T.T� mmct z�zz Fz$ gcz$o m r OyO(� �yl�r OpmO y.yo 00D0- 4 �ODZ rF DOmm moms $O$ G) O N N C yq0pp f7�•O CZ m Ofl1p f=-fl 3� 0 ♦allo �9 O C9pl 1m Wr 0 22[C'1� mm y Ohm-1=+ y y S m Z C 1L� fnA= yV S 7�I W 10 j'l N1=' -Oi Cp , _ mm A r� O A y N8 1 . T o o� �^ coF y a)0 O 20 2 �9 2 m� _ In C Im- rDr Dj 1 T M 0 �= o �z Z O m z z S t't y`m 2 ® 2 4 o T o A 0 >- 4 0 y9 m Gi o 0 s � CD to N (G) yZ W v yZ t�113 Z N Z No Rao .0. +111 1 1 1 11 / 1 Revision: `\��+0�� I//i, 1070 TECHNOLOGY DRIVE c � y 3 w o N 7� •• ..• 97i''i� N. VENICE, FL 34275 m Z 3 T $!non O p ; \r��; •' T� (941) 480-1600 q O m ; o m' 9 C Z - n a o rig z x m p 'az o ® s p m�i lit z Z • o n o • -- ~ n'S D ae — D ?� N �: � REGISTRATION g29296 p Z C� � p R1.9 G '� ALUMINUM SINGLE HUNG INSTALL. (LM) 0 04/01/18 cn N g g -{ w m m �;� o DP TABLE o- JENS ROSOWSKIColl e e SH7700A y 20F11 oz 7700NOA-1 A A C! W � O 11 N a' N N N N N N N N n N N N ,. N N N y m N � N N N C. .. N N hl •. N N a P' N � 0 O Y �•� m Co > � m O IJ > Sn � � � 0 m O � a tT � � � m � �•.�i > � > � OI � O � a A N �n f0 N �.f •� A A 5 � y+& $' LyS fp3�' � F3 b" `pb�' S-3 Fq}3� `y}8� b" �' '� `q� � NS�T �i VI (T In N �11 N � ♦� pb"�6' N UI ION, � N N tll N to 1�0I, p�� I�mT U1 +qm fT VI ♦m tT q�1 yb'' p�1 p�� .}8' ♦q8"�3 +q� p, pS"� pY�,.' q p�S� Q1 f� 0 0 N 0 0 0 0 o A S�i1 o 0 0 0 0 0 0 0 0 0 0 0 ,t�ll 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f011 0 0 0 0 o D o 0 0 0 f^ 0 0 gpoggog��g�gggg�g��ogogoogo�� DDpD1�}D1 Df}o�aoDpD1D opol000pDlpDlDpD�S♦DTpO�pD�po�polpD�pO1pD� DD o N yD�q♦a�pD�po�po�opo�DOpD�OpDaOalmo N tli N tli N N f!i N 9}o�Doop}.... Se {h 4n � in £n fn (n .ST 0 0.0 D D 1n Do 0 0 0 0 ie 0 0 0 0 0 0 0 o 1n a o 0 0 o D A o o A Fe o .00 $n 0 0 0 0 Y� 0 0 Y' 0 0 Y' 0 0 0 0 Y' 0 o D D ti � p�$�mg$$�$$Qa>��':�mQmmgg�g�ga,�vm�mgmgma�g�gggg°og O a'o' O G O OYY O 0 O O 0 0 0 C O p o O D,00 0 o p000 G O o O 0 O O 3O pO,, ,Yn• yn iO iii f^ poi tO }n iii tO G ,inn ,�il ,�i pO� ,1i�i yn *O *o pO� � sO *O *O $G *O iO tO }O pO� pO. p� pwO� pO♦� pO, o yOO pO� }O pO� pG� pO� ,}o, $O 0 0 o D o 0 o A D o 0 0 0 0 0 0 0 o a s o 0 0 0 0 0 0 0 0 0 o o � G o D D D �o 0 0 o D o 0006, 0 0 0 0 0 0 o A o 0 o D o 0 CO.—,. CIO 0 0 o D o 0 0 o a o 0 0 o m m � pp�� N N t� �1 p� p♦� N fT p1 N }�T p� pig tT N� N p+� ♦q N tT p, p� N tT N UI m+ p♦� N U m♦ fT fT Sn qy p� tT N ♦q �T tT p♦� * N �i p, p}� N N O1 N tT p� N N p1 {T ST yq p{� tT UI p� S�T N N N yy ♦y (n N }y N 19 ♦q p, N N p, N fT 0 o D o o c b D o 0 0 o c o D o 0 0 o c o o a o 0 0 0 o c o c o c o 0 0 0 0 0 0 0 o c o 0 0 0 0 0 o y C 0,}0,0p♦0�p♦0�p♦0� 0p0F� oga0� 00 o a fe� pb. q♦o�0 }^ P D, p♦0� � !T D D q+0� qa0� !T Y+YT D D $0 *0000 Z's�i O D � pOi O O � ,P}i�isaT D O O D D O D,, D }00 O D }000o D O D D,,,, pya� O O, ,I�i, F+' D,, D q♦0�oa D D� p♦o. N S^ C D +y00 Y' � D, O p♦0�,}0, F^ jri D O p♦0� p♦0� Y' Y' D O p♦0�0i},p+o�$a �^ o Y' Y• O G io00,}0,0 ,Yii � 0 0 �T �i 0 0 ,��i�i N 0 0j5 m � t 0 ,Dy y P c� � � �� c� �P ��og5�o ,{ �a ��o ,t So ,y 5 / S� ,{ �PPcOo y � � �P [ f� //,�, j S P�tit �� 0 0 0 0 0 0 a: ... 0 0 {qo yq0 p� poi m0 q0 yq0 p01 y♦0, p0� O01 Wo pad pay poi q0 py0, p0� yq0 ♦0 (y0 ♦q0 qy p♦� ♦q p♦a� ♦qo p♦a� ,{o, p0� p{0� ey0, ym0 yq0 y u D 00. D c D D D o .000 CIO bib D D D D c oDy D D D D yqD N N pD� yqD In UI ♦qD tT pD� N to p+D� N N yqD tll � � N � � � IT pe♦� O, to fll qc N tT pO� pD1 N pc1 �11 ST SWT N N IT fll }�n l)1 tJl ST ♦qc N In pD� {qD (n N pyo� IT S�ll pDa {Dp IT to mD N N G O O N SOLI Smli C O ,tmT O A 0 0 fT •O O O O O O O O G O O O ,t�T O O O O O O O O O C O O a (o �pp�ooa�o��o��oo�oo��o��oo� � � � b] 2e bl dl, bl � dl bt bl bl g bl o�o��go�� 0 0 o a o o D 000 0 O:o�000 000100 00 OAo, c �1 om is Dim N a m� ,,II,,,, 5�� I. m� c�� DODo /0,�, 5 p�� a S�� 000AODA ,,tr,,, S 000DDDODD ,LO, A0,, S S A0,,00000,,I0�� S "Is' o P� o�� DAODDG o o l? 5 �°i D Z 009 i_33.R y ZZZZ 0�N0 CCCC w il 0* ��y(�yn� -j0� NWNN 14 O Im xxxx �9=uZi mmmm rx11 z00 QG)6)GI 04N �`2 p2 0000 N N C p A A A oZ°. 0800 O �A m Z m0— or0 IMG) zyy a ZO C Z ZC20 'ay0� OiO�1+1 "�iDz A9pygggl Xymr of�I y ��y�yax V1n y4�2 -I�y Ni `3 yOpvpopia 0 0=ne o z m zx NOp yx� Rrt3ii o 'mj g. x mm p N g oll T 9 9 O VY 9 O off^ is vm, F y 50Z. Z mm m rmr q O c m m z Z O O qNq ' 4l0 � 8 a p A Or m y W m G) W P m0 Z 2 O n3 Oy � N `W� �� Revision: %, 1070 TECHNOLOGY DRIVE y D 3,m ............ �_iYj '. N. VENICE, FL 34275 m z 3 > g$ O F �� (941) 480-1600 w O b o o m' 9 C D a m mm _ �- ,.1 o y : c _ REGISTRATION #29Z96 p .1 � �f 8 O W m�f `. ALUMINUM SINGLE HUNG INSTALL. (LM) g 04/01/18 y w N g y GI 1� : a w m m %�vFF "' DP TABLE JENS ROSOWSKI �SS ►� "o N-2 SH7700A y 3OF11 qz 7700NOA-1 A w '' m m nP m nP Height TART F 4- Design Pressure (lbsife) for Glass Types 4-T Bottom Sash Descriptive fat Geer Range Sash Height Range (in)53-116' ¶p To Tip Width 24- Equaf{te 12464 +65.0 $0.0 EquaHite 15.964 +65.0 -80.0 Pnaview 12994-15.963 +65.0 -80.0 Shortest 12-464 -12993 +65.0 -80.0 EquaWde 19.662 +05.0 -80.0 LS-316131"Standard Standard Preview15.944-10.651 +65.0 •80.0 Custom She 15.131-15.943 +650 450.0 Custom Size 14.131-15.130 +65.0 -80.0 Shortest 12464-14A30 +65.0 -80.0 Equa4fite 27964 +660 -80.0 Custom Size 20.131 -22983 +65.0 410.0 Standard Preview 18.594 - 20.13D +65M 4i0.0 4S' Custom Size 16.131-18.593 +65.0 430.0 Custom Size 15,131-15.130 +65.0 -80.0 Custom Size 14.131-15.13D +65.0 -8D.0 Shortest 12.464 - 14.13D +65.0 -80.0 Equal40e 24.964 +6&0 -80.0 Custom Size 22131-24.963 +65.D -8D Standard Preview 20.184-22.130 +65.D TO TO 49" Custom Size 18A31-20.193 +65A .80.0 Custom Size 16.131-18.130 +65.11) .80.0 Custom She 14.131-1613D +65.0 40.0 Shortest 12464-14.13D +65.0 -80.0 Equal-lite 25.777 +65.0 -M.0 n Custom Size 24.131- 25.776 +65.0 -80.0 F 0 Standard PrWew 20.844-24.130 +65.0 -80.0 50.518. Custom She 20.131-20.843 +65.0 -SOO Custom Size 18.131-20.130 +65.0 A0.0 Custom Size 16.131-18.130 +65.0 30.0 Custom She 14.131 -16130 +65.0 -80.0 Shortest 12.464-14.130 +65.0 .80.0 EquaWBe 31.9E4 +85.0 ..0 Cmtom Size 29.131 - 31.963 +65.0 -80.0 Standard Preview 25.794 - 28.130 +65.0 -80.0 Custom Size 24.131 - 25.793 +65.0 -80.D 63• CUStorr Size 22.131-24.130 +65.0 40.0 Custom Size 2D.131 - 22.13D +65.0 -80.0 Custom Size 18.131-20.130 +65.0 -8D.O Custom Size 16.131 - 18.130 +85.0 -80.0 Shortest 13.19V - 16.130 +65.0 -80.0 Equaldte 36484 +65.0 •80.0 Costar Size 38.131 -38..3 +65.0 -80.0 Custom Size 34.131- 36.130 +65.0 30.0 7V Standard Preview 30.994 - 34.130 +65.0 -8D.D Custom Size 30.13f-30.993 +65.0 80.0 Custom Size 26131 - 30.130 +65.0 -80.0 Shortest 1211194'-28.130 +65.0 -810 EquaWBe 42464 +65.0 -80.0 84°I Custom Size 1 38.131-42463 +65.0 -80.0 Standard Pmviow 34.194--38.130 +65.0 -40.0 5/16" NOM. �- GLASS STACK .090• PVB IW HS GLASS 30 11�GLASS 28 112• NOW EXTERIOR GLASS BITE a74 34 GLASS TYPE 4 7li6'NOM. GLASS STACK 090' PVB 3/16'AN GLASS 30 /1�GIASS 27 Vr NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 5 13116° NOM. GLASS STACK 1i.090' PVB 3118" AN GLASS41 W>-li8" AN GLASS GLASS TYPE 6 I GLASS STACK GLASS AIRSPACE .090• FVB 3/16" TP GLASS AN GLASS 31 74 ®OR 12"NOM. to GLASS BITE ®OR 7073 GLASS TYPE 7 TARE P 5- Desi n Pressure for Glass Types 846 Bottom Sash Description for GI1en Range Sash Height Range (in) TIp To Tip Width OWS" 24' EgUal4ite 12484 +80.0 -110.0 31' Equal4de Standard Prmdew 15.964 12994-15.963 +31.0 +80.0 -110.0 -110.0 Shortest 12464-12993 +80.0 -110.0 Eglsl4de Standard Pro k w 19.652 15.941-19.651 +80.0 +80.0 -110.0 -110.0 383/8" Custom Size 15.131-15.943 +80.0 -1f0.0 Custom Size 14.131-15.130 +00.0 -110,0 Shortest IZ464-14.130 +80.0 .110.0 Equal4ile 22964 +80.0 -110.0 Custom Size Standard Preview 20.131- 22.963 18.694 - 20.130 +80.0 +80.0 -110.0 -110.0 45" Custom She 16.131-18.593 +80.0 410.0 Custom Size 15.131-16.130 +80.0 -110.0 Custom Size 14.131.-15.130 +80.0 .110.0 Shortest 12404-14.130 +80.0 -110.0 Egrsl-IXe 24.964 +MO 410.0 Custom Size Standard Proview 22131-24.983 20.194-22.130 +80.0 +80.0 -110.0 -110.0 49' Custom Size 18.131- 20.193 +80.0 -110.0 Custom Size 18.131-18.130 +80.0 -110.0 Custom Size 114.131 -16130 +80.0 -110.0 Shortest 12464-14.130 480.0 -110,0 Equalade 25.777 +80.0 .110.0 = H Custom Size Standard Preview 24.131725.776 20.844 - 24,130 +80.0 +80.0 A%0 -110.0 n 545/8" Custom Size 2(1,131-20.B49 +80.0 -110.0 Custom Size 18.131- 20.130 +80.0 -110A Custom Size 16.131 -18,130 +80.0 .110.0 Custom She 14.131-16.130 +80.0 -110.0 Shortest 12.464-14.130 +80.0 -110.0 Equal -We 31.964 +80.0 -110A Custom Size Standard Prmiea 28.131- 31.963 25.794 - 28.130 +80.0 +50.0 -110.0 -110.0 Custom Size 24.131-25.793 +80.0 410.0 83• Custom Size 22.131-24.130 +SD.O 410.0 Custom Size 20.131-22.130 +80.0 -110.0 Custom Size 18.131 - 20.130 +60.0 -110.0 Custom Slze 18.131-18.130 +60.0 -110.0 Shartest 13.194•-16.130 +80.0 -110.0 Equal-18e 38.461 +80.0 -110.0 Custom Size 36.131-38.463 +80.0 -11D.0 76" Custom Size Standard Pnsdew 34.131 - 38.130 30.994-34.13D +80.0 +80.0 -110.0 -110.0 Custom Size 30.131-30.993 +80,0 410.0 Custom Size 28.131 - 30.130 +80.0 -110.0 Shortest 20.194•-28.130 +80.0 -110.0 EquaHite 42.464 +80.0 410.0 84' Custom Size 38.131-42463 +80.0 -110.0 Standard Preview 34.194'-36130 +80.0 4t0.D -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT = 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 .090' SG 3Nfi AN GLASS j3oj,3P11S"AGLASS OM. BITE 74 SS TYPE 8 `I 13116"NOM. GLASS GLASS STACK 090• SG AIRSPACE Ila AN G B° HS GLASS 31Cl @-R. LE ®� GLASS TYPE 10 13116" NOM. GLASS STACK 1f8" TP GLASS+ U[r�1I1W HS GLASS EXTERIOR GLASS TYPE 12 13/167 NOM. GLASS STACK Ago° SG AIRSPACE 3/15" AN GLAS 11B• HS GLASS 31 74 ®OR 12•NOM. ♦r'' GLASS SITE ®� 70-73 GLASS TYPE 14 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OP71ON ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 3/16' HS GLASS .090" SG 30 3/10' H" GLASS 26 �jL 12• NOM. a � GLASS BITE 74 34 GLASS TYPE 9 13116, NOM. GLASS STACK 6aD° sG AIRSPACE 1/8" AN GLASS 3116' AN GLASS 31 74 ®OR 12°NOM. EXTERIOR GLASS SITE a ®OR T0.73 GLASS TYPE 11 13116' NOM. GLASS STACK •080" SG AIRSPACE 1!8' TP GLASS 3116" AN GLASS 31 74 ®OR 12NOM. E%taERIO E ®OR J NOM. GV ISS STACK GLASS .090" SG AIRSPACE 3/16' TP G /8' HS GLASS 31 74 ®OR 1/E°NOM. EXTERIOR GLASS 817E a 5 70-73 GLASS TYPE 15 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED PRODUCT REVISED as complying with the Florida Building Code NDA-No. 20-0401.11 Expiration DDatte08/2312023 By • T__ Migin Dade Product Control A) NO CHANGES THIS SHEET. .S JR - 03/11120 OD Q sO_st� � •ney (7 N O atop '0 0 Q O J M rn z O C3 z LL• 010 ' O = L r --;F- t` LU z CO sT J uao�p •oN n; t} O Z Z z lJ O 2 sf ® m m LU Q Z z i�45 O to F = _z J m O w F- _ K Q EL co Q apt nsa0 sauag ♦ %% N.. LYNN � L,iCENSF C� No. 58705 �O F IDN A LYNN MILLER, RE P.ES 58705 Anchor Quantities Required for 'Through -Frame•' Installation usinq Glass T es17 Tip to To Width 18" 25 33" 37' 41" 1 45" 49' 53.1/8' Jamb v xZx a m Jamb m ss a x m Jamb m x .2 m Jamb m ��ZZ55 3 x m Jamb m ��2255 G d m Jamb m x x m Jamb aMi u1 x m Jamb m '6 In x01 Bottom Sash Description for Ghen Range Sash Height Range cro 24" EV"te 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 z 1 2 2 1 2 2 EquaHRe 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31" Standard Pnr4ew 12994-15,963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 shortest 12464 -12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equala8e 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard PmNew 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38,VS" Custom Size 15.131 -15243 2 2 1 2. 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464 - 14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 EquaWde 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 Custom Sue 20.131 - 22963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pmiew 18.594 - 20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 45" Custom Size 16.131-18.593 2 211 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Sae 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2121 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 shortest IZ464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal48e 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2121 21212 2 2 2 2 2 2 2 Custom Sae 22.131 - 24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pro iew 20.194 - 22.130 2 2 1 212 1 2 2 1 2 2 2 2 2 2 2 2 21212121 2121 2 49" Custom Sae 18.131-20.193 2 2 1 212 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sae 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 L Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EquaNite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Sae 24.131- 25,776 2 2 1 2 2 1 2.21 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F S Standard ProNev 20.844 - 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131 - 20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 F 50518" Custom Sae 18.131- 20.130 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 213121 2 Custom Sae 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EquaKte 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 28.131 - 31.953 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2131 3 2 3 3 2 Standard Prowiew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Custom Size 24.131 - 25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sae 20.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Qstom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size t6.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 13.194'-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 EquaWde 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Sae 30.131 - 38453 3 31 1 3 3 1 3 3 1 9 3 2 31 3 2 3 3 2 3 3 2 3 3 2 Custom Sae 34.131 - 36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" Standard Pnriew 30.994 - 34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 213,13 2 Custom Sae 30.131- 30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 28.131- 30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Shortest 25.194"-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 Equate 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84" Custom Sae 38,131 •42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Sfamdartl Prodew 34.794"-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 41 3 2 4 3 2 "MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TGRI F RR• Glass Type Description (Listed from Exterior to Interior) 1 1/8-AN, .090" PVB, 1/8" AN 2 13fl6" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/B" AN 3 13f16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .0�" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3f16" AN, .090" PVB, 3116" AN 6 13/16" LIG: 3116" AN CAP, AIRSPACE, I1W AN, 290" PVB, 1/8" AN 7 13f16" LIG: 3/16" TP CAP, AIRSPACE, IIW AN, .090" PVB, 1/8" AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+66 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED as comply�-ng with the Florida Building Code NOA-No. 20-0401.11 Expiration DateOB12312023 By "7- Miami -Dade Product Control A) NO CHANGES THIS ii SHEET. a JR-03111/20 00 � Y u) j c 0 "aa ❑ o U) O C4 aJaO O r Q Om Z Z LL Z C3 t0 � W O C) W rg uxoi0 W =i 03 V J 0 N JM0 _ n , -C, Z 5 W m F tL O m 2 W } rn � J 1- a O ZF Z 1aagS W j r Ci _ Z O U o = K Q Z a111 •osa0 sauaS '� = �10ENSF •. �� Qom••• •.�� i No.58705 A VITTE1 � � `s'ONAL 0�`� /'/IIIIII t11`` A LYNN MILLER, RE VAnchor Quantities Required for "Through -Frame" Installation usina Glass TV oes 845 Tip to Tip width 18" 25' 1 33 37" 41' 46' 49' 53-tla' Jamb m rc ¢ m Jamb 9 rc¢ s` ¢ m Jamb rc z ¢ m Jamb a m o! ¢ m Jamb 5 z y 5 m Jamb to 6 �3 e{ m Jamb a: 's A Jamb h m 's b BDescnptian for Given Range Sash Height) Range (,n) 24' Equal-fde 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Equal -file 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 212 1 212 1 2 2 31" Standard Promlew 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shodest 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal -fife 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pro Am 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Wafff' Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal-lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 312 Custom Size 20.131 - 22963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Standard Prn%dew 18.594 - 21.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 21212 2 3 2 4T Custom Size 16.131-18.693 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 16.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Equal -lice 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Custom Size 22131-24.963 2 2 1 2 2 112 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Pnniew 20.194 - 22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 49' Custom Size 18.131 - 20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Custom Size 16.131 -1&= 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 212 3 213 3 2 3 Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 312 2 3 2 2 3 2 x Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Pnriew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 312 2 3 2 2 3 3 H Custom Size 2).131 - 20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 50518" Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Size 14.131 -1&130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equalaite 31.964 - 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 A 3 Custom Size 28.131 - 31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 Stardard Pnniaw 25.794 - 28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Custom Size 24.131 - 25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Custom Size 2D.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Casten Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 212 4 2 3 4 2 3 Shortest 13-IW-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Equal -life 38.464 3 3 1 3 3 1 9 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 34.131-38.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76' Standard Pmuew 30.994-34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 Custom Sfze 30.131 - 30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 Custom Size 28.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2.4 3 3 4 4 3 Shortest 26.194•-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3mm 4 3 3 Equal41te 42464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 3 5 3 84" Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 4 5 3 Standard Pmdew 34AW-38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 4 4 3 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TARLE 7R• Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/16" HS, .090" SG, 3116" HS 10 13116" LIG: 11W AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13/16" LIG: 1/6" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 13 13116" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090°.SG, 3/1G' AN 14 13116" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .09D" SG, 1/8" HS 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED as complying with the Florida Building Code NO.o. 20-0401.11 Expiration DateOS12312023 By Miami -Dade Product Control A) NO CHANGES THIS ii SHEET. a JR - 0311 V20 00 Y Q w > � o rn nay U) 0 o } ^ a1a0 Q Z Z ZU. C) W r W U o J J urAwO o N n 7 9M0 o Z Z (7 Z W 2 Q O m ® N w z E- IaapS O W j l'J Q' Z O O U = J Z fA Q Q apt •0 -as LYN .: No.58705 "'fill 1 NAL1%�G�. A LYNN MILLER, RE P.E.#58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. I TIP TO TIP HEIGHT 1 C" FIXED VISIBLE LIGHT HEIGHT 1_ EXTERIOR a 1" WEEP NOTCHAT EACH END SASH VISIBLE LIGHT HEIGHT EMBED t T— MENT EDGE �L—•L DISTANCE MAX SHIM l SEE TABLE NOTE B, FOR / HEAD TYPE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLES. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET10FOR STANDARD SILL 1/4' MAX SHIM NO ANCHORS ••' REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT 114"MAX SHIM _d •` 4 (INSTALLATION OPTION 3 dNCMORED THROUGH FRAME AND'iX BUCKSTRIP_INTO:CONCRETEiCMU./ �SEE NOTE2,.THISS_HEET. — 1i4''MAX`SHIM.� • � � SASH VISIBLE LIGHT WIDTH 31 �5 OR 5B TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A 15 —►{ � 1!4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE B. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Min. Edge Min. Anchor Substrate Distance Embedment P.T. Southern Pine (SG=0.55) 9116" 13/a" #12 Steel' 1" 410 Aluminum, 6063-T5 min. 318. 0.D63" or SS Screw A36 Steel 319, 0.083" Steel Stud, Gr. 33 min. 3/8' 0.045" (1B Gs) Concrete (min. 3.35 ksi) -1. 13/4" 1/4. 410 SS S Ungrouted CMU, (ASTM C-90) 2-1/2" 14/4' Cre41O P.T. Southern Pine (SG=0.55) 1" 13/8'• Concrete (min. 285 ks) 1" 1318" 1/4"Steal Ultramn Ungrouted CMU, (ASTM C-90) 2-1/2' 14/4" P.T. Southern Pine (SG=0.55) 1" 13/B" Concrete (min. 3.00 ka) 13/16" 1-3/8" 1/4" Steel Ultracon + Ungrouted CMU, (ASTM C-9D) 14/2" 14/4" P.T. Southern Pine (SG=0.55) 1" 13/8" A) MIN. OF 3.1HKtAUJ tit7UNU tHt Mt IAL WtSSI KNIt B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHOUFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES EMBEDMENT -> EDGE DISTANCE TYP. ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL-LITE) TIP TO TIP HEIGHT2 - 3.73' HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT2 + 3.78" @SASH: TIP TO TIP HEIGHT2-11.93' HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT- 3.55" @SASH: SASH HEIGHT - 4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED IX INSTALLATIONS, iX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS ZX ARE IA12' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date08/23/2023 By Miam"ade Product Control A) REVISED ANCHOR o TYPE TABLE. JR-03/11/20 00 Q j O ?N? 7 nay 0 o U) (7 N oio0 W Q ` Z O Z 0-1 U- O CD W LU O t` W WUCOD J °a o N nW: bQ Daa V Z Z (7 j LL O ® x Lu Z O to Z0 F � � �C 1aa4S Z W o Z = Q IL ei1l1 •asap sauaS �ttlululirrr / 3NY LYNIV 4 � •'' �,ICENg � i No.58705 ' z j •: it — '•. A LYNN MILLER, RE P.EN 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT MAX SHIM EDGE, DISTANCE SEE TABLE /1 NOTE B, FOR HEAD TYPE TYR ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLES. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS FIXED VISIBLE LIGHT WIDTH I NSTALI:ATI ON,O PTI ON.3 ANCHOREDTHROUGH FRAME ANDI-X-• BUCKSTRIP INTO_CONCREfE/CMU. _ SEE NOTE2,,THISSHEET;e� _ ---. EMBEDMENT .- SASH VISIBLE 17 LIGHTWIDTH EDGE DISTANCE BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A 1/4" MAX. SHIM r• �DADEAPPROVED MULLION, FBC COMPLIANTALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION EQUAL OPTION 4 LEGIBOX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Min. Edge Min. Anchor Substrate Distance Embedment P.T. Souther Pine (SG=0.55) 9116" 1318" #12 Steel, 18-8 410 Aluminum, 6063-75 min. 3/8" 0.067, or SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 min. 3/&' 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-11T 1114, Cre410 P.T. Southem Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 13/8" 114" Steel Ultrawn Ungrouled CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 13/8" Concrete (min. 3.00 ks!) 13116" 13/8• IW Steel Ultracon + Ungrouted CMU, (ASTM C30) 1-1/2" 1-1/4" P.T. Souther Pine (SG=0.55) 1" 1316" A) MIN. UI• J 1 KKCAUJ t3CTURU I r1C MC IAL b V W 1 KA r G B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH -4.1T HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT2 -11 AW HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT- 2.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 112" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date08123/2023 By Miami-0ade Product Control A) REVISED ANCHOR TYPE TABLE. 0 a JR - 03/11/20 LU a0 Q Y O 'naN n o 0 alnQ Q O t` OM Z o o W n Z W Xg W Z 00 J ON C LUip "JMO V Z Z_ L9 � j ZO O S F no ® J W z(A 1aa45 o !4 X F 7 J Z O 7 = . a -j O N Q W any rosaQ sauag Ly jCEN `�,)71 I IIlr�4 No.58705 'ONAL 7E�;•�• A LYNN MILLER, P.E. P.E# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE EDGE DISTANCE DISTANCE f+-• EMBEDMENT I EDGE DISTANCE. I FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT T SASH VISIBLE LIGHT HEIGHT L EXTERIOR 18 1"� P 42 NOTCH AT EACH END TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) _1/4" MAX. EMBEDMENT SHIM I \--TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN. SEE 33 PREVIOUS SHEEP � r\f,l FOR OPTIONAL HI -RISE SILL 1/4" MAX SHIM EDGE EMBEDMENT �-- VERTICAL SECTION D-D 1/4" MAX SHIM 1/4" MAX. SHIM —1 1/4" MAX SHIM SASH VISIBLE 1 LIGHT WIDTH FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR.#12 STEEL SELF -DRILLING SMS (G5), SEE TABLE S. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nall P.T. Southern Pine (SG=0.55) 5119' 2438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG-0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 318" 2438 #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1,375 0.125" Aluminum, 6063•T5 min. 5/16" 0.125 0.050" A36 Steel 5/le' 1 0.05 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 1 0.045 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HHUSE SILL) WIDTH @SASH 6 FIXED LITE BUCK WIDTH -4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 323' HEIGHT (PROVIEW) @FIXED LIT, BUCK HEIGHT2+4.26" @SASH: BUCK HEIGHT2 -11 AW HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT- SASH HEIGHT -2.55" .@SASH: SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as eom lodeptyfa6 with the Florida Buitdi� Non No. 2"401.11 Expiration DateOS123/2023 BY Miarn"ade Product Control A) NO CHANGES THIS SHEET. JR - 03/11/20 ro > O •naa � U'N slop O O o Z U. cc �m ' O U � d UJI Z cc _I uxa0 .nN 9M0 n>v o Z m co Z j = U LL O o m ® N J w U) (7 Z_ X Z iaa45 o co z ILL Q O o Z 2 a' O o uj Q Z U aril 'nsa0 saves ,1ltlllllll 111/, LYNAI * No.5B705 '•. TE �0'. S TE OF (urn: �ONAL,' c" ' IIIII A LYNN MILLER, P.F. P.E#58705 2.848" �- .062" 1.489" .062" O FLANGE FRAME HEAD 2.798" -r{ 2.841 " O FLANGE FRAME SILL 1.300" .170' 2.150" I3 SASH TOP RAIL .120" IL C2-211' .062" -4- is FIXED MEETING RAIL T2.848" T 1.125' - j 2Al2" .082" OINTEGRAL FIN FRAME HEAD 2.798" �I 1 3.466" .062" 2.848" .062" .988r I O EQUAL LEG FRAME HEAD 2.798" -� 2.341" .062" O EQUAL LEG FRAME SILL Oe INTEGRAL FIN FRAME SILL 2.273" --�I H72.77z 062" 1.30D" SASH BOTTOM RAIL- 1s HI -RISE 2.273" 2.105" .08T 1.300" �-- 1s SASH BOTTOM RAIL 2.560" .062" 2.724" 04 FLANGE FRAME JAMB 2.798" �I 3.508" 062° FLANGE FRAME SILL t0 HI -RISE 3.185" .062" !�=jl a" -+� 1.125" �- OINTEGRAL FIN FRAME JAMB 2.795" -� 4.133" .0s2" T 1.125" -L- F- INTEGRAL FIN FRAME 1t SILL -H14USE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4"NOM. WITH .062° DESICCANT 1235" 4mi A EXT. GLASS -� 1.300" �-- INT. GLASS 70 KODISPACE 4SG TPS ii SASH SIDE RAIL 2.060° j .062" 2.724" Os EQUAL LEG FRAME JAMB 2.79W -+{ 3.008" .062" EQUAL LEG FRAME 1s SILL HI -RISE HOT -MELT BUM STRUCTURAL 3/16" NOM. SILICONE FOAM WITH DESICCANT EXT.GLASS INT.GLASS 71 SUPER SPACER® NXT Tu ALUMINUM POLYISOBUTYLENE DESICCANT FILL 1446" REINFORCEMENT SEAL 5116"NOM. 1.522" 1 .62T1 .40" I-+�.634" .465" -+-� -- .61T'-�.496' 1 SILICONE SEAL 1 1 I _� ROLL -FORMED BUTYL 8 STAINLESS STEEL .040" .813" •�2" .802" .802" .802" DESICCANT -►� 1.370" �- EXT. GLASS EXT. GLASS .070" .070" .045" -- .050" INT. GLASS INT. GLASS SHEAD ANCHOR 19 SASH STOP COVER ®IG BEAD se IG SNAP BEAD O 5/16" LAMI BEAD 27 7116" LAM] BEAD 72 DURASEAL SPACER OXL EDGE SPACER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date 06/23/2023 11- By Miami -Dade Product Control A) NO CHANGES THIS SHEET. JR - 03/11/20 o a{CO Y Q > o -.tea 0 O -�t ((0 O 0 i Z Z O Ll p coIUyt W O V d;a uMn,O n co _1 Q O Z O Z L7 Z ti p x o ® N W Z Ia a4S F (0 W j o 0 Q W alil •asap sauaS 11lllll llrr/r 0 GENRiN�I(,'�� g NO.58705 '01VAL r/111 111111 A LYNN MILLER, P.E P.E.# 58705 TABLE 11: Item PGT Part# Description Material 1 642001 Head, Flange Alum. 6063-76 2 1 624017 fHead, Integral Fin Alum. 6063-TB 3 1 624028 jHead, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-TB 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063 T52 6 624031 Jamb. EquaHeg Alum. 60637T6 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624D02 Sill. Flange Alum. 6063:M 8 624018 Sill, Integral Fin Alum. 6063-TB 9 624029 Sill, Equal-legAlum. 6063 )6 10 624003 Sill, Hi -Rise, Flange Alum. 6063•T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-TB 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-TS 16 1 624068 jSash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum.6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624010 5116" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vmyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for#624009 & #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063•T6 34 Setting Block (1/B" X 1/2" X4") Neoprene 35A IG Setting Block (1/8" X3/4" X4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187', Fin Seal (@ MR) 44 1 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side RaiD 45 1 Weatherstrip, .170" X.187", Fin Sea( (@ Top Sash Rail) 46 varies Balance with Cover & Trim Rigid Vinyl 51 781 PSQX #8 X V PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Varies 70 Kommeding Kodispace 4SG TPS See Sheet 71 Quanex Super Spacer nXT 10for 72 Quanex Duraseal Spacer Materials 73 Cardinal XL Edge Spacer 74 Dow 791, 899, 983 or GE 7700 Backbedding Silicone JAMB NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR GLARrIY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB INTERIOR FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR TABLE to: MATERIAL PROPERTIES USED ono eurunoerc rEl 0111 AT nm C- Matedal Min. F, Min. F" Steel Screw 92 ksi 120 ksi 18.8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksl Elco UltraCon& 155 ksi 177 ksi 1W DeWalt UltraCaM® 410 SS Elco/Dewalt CreteFlex® 148 ksi 127A ksi 164 ksi 189.7 ksl 606YM Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 kst 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.11 Expiration Date 08/23/2023 By Miami -Dade Product Control A) ADDED BACKBEDDING, z UPDATED MATERIAL PROP. TABLE. z JR - 03/11/20 0D a > O nab 0 o co 0 atop 0 Z W O Z LL m W r '- Z �_ IWui onto r > `- v z Z _J LL O > x Q m J u Z W 7aNS o fn Z U Qo � � 2 O rn Q m a0� rosap saves r~ ; No.58705 z� oV` STATE OF.LV�` Rio A LYNN MILLER, RE I P.E# 58705