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HomeMy WebLinkAboutProduct Approval (2) MIAM>•DADE MIAMI-RADE COUNW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadU_ov/economX 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(AHI). 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 AHI 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"SH7700X'Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled-"Aluminum Single Hung Install (LM)", sheets I through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. -AIISSILE INTACT 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 consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. iThe submitted documentation was reviewed by Manuel Perez,,P.E. QMMIUAM I•D A WE C 0=Q NOA No.18-0430.06 e . Ex gyration August23,2023 Approval Date: August 23,2018 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 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 j 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 6th 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). Manuel rez . . Product Contr Exa iner NOA No. - 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 i 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 GIass Interlayers" dated 01/18/18, i 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,RE G: OTHERS 1. None. v Manuel er .E. Product Control Ener NOA No. 18- 30.06 Expiration Dater August 23,2023 Approval Date: August 23,2018 E-2 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF 7-13116'MAX.O.0 DESIGN PRESSURE RATING MPACT RATING Z). 18-318'MAX. VARIES PER GLASS TYPE, LARGE&SMALL MISSILE THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR SEE SHEETS 2-5 IMPACT RESISTANT INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE KVH7-THE OUTBOARD LITE(CAP) MUST HE TEMPERED,USE ONLY GLASS TYPES 3.7,12,13 OR 15. e!!t7t! 17-3/4'MA)L 17-314* 52-IW MAX.BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MLAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY (17-1/4-BUCK) APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE i MAX 9-112"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI B.SEE__4_ D.C. (9-MAX.BUCK) 0,SEE 5"MAX.O,C. 4-11116*MAX. 4pprond a emplyLum with ft PER ANCHOR TYPE. SHEETS 8&9 —7 SHEET 10 - - - - - - - - - - - - H B)Ading C I{-+-- ' "**"ng C 4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, A.SEE F— SEE 40AN IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY To SUBSTRATE.V4000 SHEETS 8 06.1 Dads PodqoE WMI BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND ZX BUCKS(WHEN USED) ET & EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER OR ARCHITECT OF RECORD,(AOR). TABLES e&7 17-3116"MAX.O.C, 80 SHE SHEET 10 0 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX. — STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIREDIn+ MIN.EMBEDMENT. TIP MAX INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1/16"MAX.D.C. TO FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND x BUCK TIP x HEIGHT THE SCOPE OF THESE INSTRUCTIONS, ED ED HEIGHT =PER -LT 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT ISAB:6&7 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. S.MAX� LU 9-112 O.C. C . - > 0 7)DESIGN PRESSURES: (9-MAX BUCK) A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. C) co B STRUCTURAL&CYCLE POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 0 TESTING AND GLASS PER ASTM E1300. 8-1 NOANCHORSATSILL 0 0 0 C4 0 i LU C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 53-1/e"MAX.TIP TO TIP WIDTH '�I'WEEP NOTCH 4-11/16"MAX. -��I-WEEINOTCH 0-1 C3 Z Z 0 AT EACH END AT EACH END z LL I;- 0 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To RESIST THE WINDLoADs z:U S 0 CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-113%STRESS INCREASE ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN FRAME SHOWN WITH 6 ITE CONFIGURATION co HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATION EQ z co amD WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO LU < CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE z FLORIDABUILDING CODE FOR CORROSION RESISTANCE, TABLE 1:ALLOWABLE GLASS TYPES z 0, 0 0 9)METAL SUBSTRATE TO MEETGlass Description(Usted from Exterior to Int Dr)er) DP USER INSTRUCTIONS: z I= MIN,STRENGTH AND THICKNESS REQUIREMENTS PER Type Table 111 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN § CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING z 14 0 JURISDICTION. 1 1/8-AN,�090-PVB.1/8-AN 2 PRESSURE REQUIREMENT FROM ASCE7. Z) X: LU 13116-LIG:I/&'AN CAP,AIRSPACE,I/W AN, 090"PVB,11F AN:jI 2UJ -0 3 10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7836.2;ELCO ULTRACON HOA;ELCO 3 13(16"LIG:118"TP CAP,AIRSPACE,1/8"AN..090"PVB,1/8"AN 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW -j CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN (9 CRETEFLEX NOA4 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/8'HS,099'PVB,I/&-HS 4 PRESSURE FROM TABLES 2-5,IT MUST EQUAL OR EXCEED THE Z !W- 1aaw5 ANSVAF&PANDS&ALUMINUM DESIGN MANUAL — U)DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 0 5 3116"AN,.09D'PVB,3/16-AN 4 OBTAINED IN STEP 1, z 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, 6 13116'11G:3116"AN CAP,AIRSPACE,118"AN, OW PVB,1/9'AN 4 -j 0 7 13116"LIG:311V TP CAP,AIRSPACE,1/8'AN, 090-PVB,116-AN 4 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. 9 z — CC FIGURER ALLOWABLE SASH CONFIGURATIONS AND SHAPES 8 3116-AN,.090"SG.311W AN 5 LU 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 Z 3: WIDTH WIDTH _WIDTH 9 3116"HS,.090"SG,3116-HE 5 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN Ul 10 13/16'LIG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,1/8'HS 5 INSTALLATION, < T T T 11 13116"LIG:118"AN CAP,AIRSPACE,3116"AN,.tom"SG,3116-AN 5 12 13f16"LIG:1/8"1P CAP,AIRSPACE,1/8"HS,.090"SG,1/8"H6 5 OTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME Tt PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR 13 13116!'UG:Ifir TP CAP,AIRSPACE,3116'AN, 09T SG,3/1&"AN -s EQUAL LEGIBOX). Ly w Ca 14 13116"LIG:3116"AN CAP,AIRSPACE, 1/8"HS, 1/8"HS ru ru 5 LICENSE: 15 13(16"LIG:3116'TP CAP,AIRSPACE, 118'HS,DWSG.I18'HS 0 5 z o-58705 t SG=KURARAY SENTRYGLAS'INTERLAYER BY GENERAL NOTES................................... 1H RECTANGULAR RADIUS-TOP RECTANGULAR COMES/STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS.........................................................1 S-0 PVB=KURARAY I p . WITH EQUAL WITH PROVIEW WITH CUSTOM •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION TROSIFOLP.PVB INTERLAYER BY DESIGN PRESSURES If GLAZING DETAILS 2-4 LITE SASH SASHSASH -ASTM E1300-09 KURARAY AMERICA,INC. ANCHOR QUANTITIES..........................................5-6 ST TE OF '-ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION AN-ANNEALED INSTALLATION.FLANGE......................................7 ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES -AISI SIOO-12 HE=HEAT-STRENGTHENED INSTALLATION,EQUAL LEG................................a ...... MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING -ALUMINUM DESIGN MANUAL,ADM-2015 TP-TEMPERED !NSTALLATION.INTEGRAL FIN 9 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE -AISC360-10 EXTRUSION PROFILES.........................................10 TABLES ON THE FOLLOWING SHEETS. [ASSEMBLY&PARTS LIST A.LYNN MILLER,P.E. L P.E.#58705 �00=1 Simi Tip lmnP Height D zz9 m y r IZ N C IQ m N 0 0 1311 N N N N C +p T N G _ _�EQ4$m N ^�t y $m N�$tg ma c^ q S m N ,� C F_ w m N N E TNZ 22x2 �3 6a 3 3 a 6a m 2 S N m m m m T N�, N N 9 N N-' N N N N N 9 N N N N N 9 N a N N N T N N N N 9 N O O -O U),(7 F'm - i F'm F'F m�F' m F m R m F mt.o m m'(•, F'3 F'm F rpO y 1111 m m m R' m 0O N TTTT m m m m m goo °zz°z F � XkI m2t13>Fr� p > m>�2ia pamm�F� >N�mo U , N T 2 Z — G 2"ll ��IvO �t7 G�1� ,Ib' NNo ",�',�,',��' mmol3M. N O o mo o . ln � �� P��� � wPE �S . 0: . .I0� . 1.a& C m z$ z Z2 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 o c o c o 0 0 0 0 0 0 0 0 o c o 0 0 o c o 0 0 0 o a o 0 0 ojo n>z �°5��Co $ 00000000000m0000000m°°oo $ $ $ $o >; $ $$ $ $ y z n Z r 5 r 0 0 0 0 0 0 o 0 o bib 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z. �o�o ��� �o �sroo�0000000000000000000000lnzn� oo � O o o= omoso o t � s$t s; o 000 &' Z r C $O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 y Gm) NT� Om o- - >r' .in'o>r ,&'rr ,Ei'Yn'000 >r .„ , o, ,&'EI �,&' '�� �� u"i N y '9 O N y o 0 0 0 0 0 0 0 0 0 m CM Dm ZO C m N o 0 . 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 o c o c o 0 0 0 0 0 0 m rtl O z x O o 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 on y 0.m;OR b—a00000 00 0 0 000 0000 $ 000$$ 0$ $ 00. . . . . 0 o O o sg 000m00 000000it000000l§ �>§ oo99�§�999� � I§ o _ w y 2 � o 0 0 0 0 0 0 0 0 0 0 bib 0 p 0�o e♦ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D o c o 0 0 o v �, TA 0 i u° omMITI Im u° V° >noP P u° �P Y > Y YnY Y Y o�Y Y ooY Y f F Y A o go 0 0 o O o 0 0 0...G o...0 0 0...a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O C o 0 0 0 A y o$ttot$ o00WP 00000000000000000000000 $ a N-V 0 0 o 0 0 0 O o P.0 P.0 G G G G O O G C C C C G o C 0 i T 9 V m o o m .c o o 0 o iu o 0 0 0 o O c o 0 0 0 0 -'1 # 4 # p. 4 4 m# # # 4 ♦ . # # # # # # . m 111 Z y0 ,�'ii �i�i�i {!i G O C tll N o �n Pii Iii .o O O 1l� ,tf'n N o to�n P'n N u (mil P'n N pt�'i,mmi. .,Ini1. ,�n .,Inti N . m YY1 L O G O o O o O G o o O o O G G G O o O O o o O O O O C O o y 0 o p o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 o m o. 0 0 P o 0 o m o N 2 O ml G G o G m O O o 0 0 0 0 0 0 0 0 0 0 0 o O G o C O O o G C G o 0 o C C 0 0 v 3 Z c o o 0 0 o c o o c o 0 o c A N N m 0 0 0 Cr y rJ O1 ^1 `O a io m o m>�m o 000000 0 0000 0 0 0 00000 00 000 00 y o o m o 0 0 0 o w r o 0 0 0 0 0 0 0 0 0 o a o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 o Smo m Z 0 � m z 0 0 N m m y O z O M �D 4A C3 }7 N A ONi m m S o � I CD N i s? o � sa P m0 g 5m m0 G) Or (NnZ N T -Ni 0Z N �m N m00 4 m z m 0 1070 TECHNOLOGY DRIVE Revision: i• o° b `\111111 If Ill��ii N.VENICE,FL 34275 p J�jO'8d * � (941)480-1600C2 - m ' 1 '(�\l 0 COPYRIGHT02016 PGT INDUSTRIES,INC. Z 3 O � < CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 1 •n �A !r - m" y ti`ALUMINUM SINGLE HUNG INSTALL.(LM) `04/01/18 O J 00 m ;m2':T DP TABLE o,JENS ROSOWSKI E 8 SH7700A20F 11 oZ 7700NOA-1 p i TABLE 3: Bottom Sash Sash Heighl- - --- - Design Pressure(lbse)for Glass Type 3 Description Range On) Tp to,Tip Width for Ghen Rage 18" 7r 33" 37" 1 41" 45' 49° 63.118° 24" Equal-lite 12464 +65.0 -80.0 +65.0 4311.0 +65.0 -80GLASS .0 +85.0 -80.0 +85.0 430.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 NOM. Equala8e 15.964 +65.0 -00.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 .60.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 GLASS STACK 31° Standard Prouew 12.994-15.963 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 430.0 .090"PVB Shortest 12464-12993 +65.0 -30.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -60.0 +65,0 430.0 AIRSPACE 118"TP GLASS +pptoved a ding C lying wNL tw Equal-lite 19.652 +65.0 X0.0 +65.0 430.0 +85.0 -60.0 +65.0 -00.0 +65.0 430.0 +65.0 X0.0 +65.0 430.0 +65.0 430.0 1/8"AN GLASS �r ) 9C Ct Standard Prodew 15.944-19.651 +65.0 -80.0 +65.0 430.0 +65.0 480.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 31 75 Date 38-316° Craton Size 15.131-15.943 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 �.1 A# Custom Size 14.131-15.130 +65.0 480.0 +65.0 430.0 +65.0 430.1) +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 Vllntai Ddt ProduA 1101 ®OR SB 12"NOM. Shortest 12.464-14.130 +65.0 430.0 +65.0 430.0 +65.0 480.0 +65.0 •80.0 +65.0 -01).0 +65,0 -80.0 +65.0 -80.0 +65.0 430.0 GLASS BRE Equal-lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 480.0 +65.0 -80.0 +65.0 480.0 +65.0 430.0 +65.0 430.0 EXTERIOR Custom Size 20.131-22.963 +65.0 -W.0 +65.0 430.0 +65.0 •80.0 +65.0 -80.0 +65.0 430.0 +65.0 430,0 +65.0. 430.0 +65.0 430.0 Standard ProJew 18.594-20.130 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65,0 -80.0 46' Custom Size 16.131-18.593 +65.0 -30.0 +65,0 •80.Q +65.0 -90.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 70-73 Craton Size 15.131-16.130 +65.0 430.0 +65.0 430.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 430.0 +65.0 80.0 OR 5B _ Custom Size 14.131-15.130 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -60.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 GLASS TYPE 3 Shortest I 12464-14.130 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 430.0 Equal4ite 24.964 +65.0 1-80.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 Custom Size 22131-24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 Standard Prview 20.194-22130 +65.0 -80.0 +65,0 -30.0 1+65.0 1-80.0 1+65.0 -3D.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65,0 -80.0 W z m �Y 49' Custom Size 18.131-20.193 +65.0 -30.0 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 w Custom Size 16.131-18.130 +65.0 -30.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80,0 +65.0 -30.0 w O > ••ab V Custom Size 14.131-16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30:0 +85.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 O y O fQ p Shortest 12464-14.130 +65.0 -30.0 +65.0 -30.0 +85.0 -30.0 +65.0 -30.0 +65.0 -30.0 +85.0 -30.0 +65.0 -60.0 +65.0 -30.0 }r o atop Q' EquaNfte 25.777 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 •N7 F'� Z = Custom Size 24.131-25.776 +65.0 -80.0 +65.0 -30.0 +65.0 430.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 J c� o Z O F O•--t o W O E Standard Pro,Iew 20.844-24.130 +65.0 -60.0, +65A -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -30.0 Z LL t0 ccs7 -79-- F --� Custom Size 20.131-20.843 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 2 Ill �- ,r9 n F 5498" Custom Size 18.131-20.130 +65,0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 W U CD ®j J u.xaG 0 N Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +85.0 -30.0 +65,0 -80.0 +65.0 -80.0 1-W a' ¢ Q 9MG Custom Size 14.131-16.130 +65.0 -30.0 +65.0 •80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 ) Shortest 12464-14.130 +65.0 -30.0 + iia 85.0 -30.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 Z 0�7 U Z Equal-Iite 31.954 +65.0 -30.0 +65.0 .80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 Custom Size 28.131-31.963 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 Z LL Standard PmJew 25.794-28.130 +65.0 .80.0 1+65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -30.0 _ O Custom Size 24.131-25.793 +65.0 -80.0 1+65.0 -W.0 +65.0 -80.0 +65.0 480.01 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 m 67 Custom Size 22.131-24.130 +65.0 -80.0 +65.0 -WO +65.0 -80.0- +65.0 1-30.0 +85.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0_ -30.0 ® m J Custom Size 20.131-22 130 +65.0 -80.0 +65,0 -80.0 +65.0 -30.0 1+65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.0 (!) Iaa4S Custom Size 18.131-20.130 +65.0 -80.0 +65.0 1-30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -75.8 Z Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -10.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -73.8 N Shortest 13.194'-16.130 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65,0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 u. J 0 Equal41te 36464 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 F Custom Size 36.131-38.463 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 1+65.0 -80.0 +65.0 -3D.0 +65.0 -80.0 +65.0 -80.0 L) ¢ r 2 Custom Size 34.131-36.130 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 J EL r1) -76' Standard Prouew 30.994-34.130 +65.0 1-80.0 +65.0 -80.0 1+65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -75.8 Q Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -30.0 .65.0 -30.0 +65.0 .80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -74.8 - aN!1 '�sa0 saua5 Custom Size 29.131-30.130 +65.0 -30.0 +65.0 -00.0 +85.0 430.0 +65.0 .80.0 +65.0 430.0 +65,0 -80.0 +65.0 •80.0 +65.0 -72.7 Shortest 26.194'-28.130 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 •80.0 +65.0 -30.1) +65.0 -30.0 +65.0 -77.7 +65.0 -71.0 .` 0 LYN/V E lite 42.464 +65.0 -60.0 +65.0 -80.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 -79.1 `r •• q� '� LICEN,SF'•.�� i 84° Custom Size 38.131-42463 +65.0 -30.0 +65.0 -80.0 +85.0 -30.0 +65.0 -60.0 +65.0 -30.0 +65.0 -3D.0 +65.0 -30.0 +65.0 -74.8 .•• '•.CC� Standard Proiew 34.194•-38.130 +65.0 -30.0 +65.0 -30.0 +65.0 -30.0 +65.0 -80.0 +65.0 -;o.1) +65.0 -30.0 *65.0 -77.7 +65.0 -71.0 No.58705 •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 •,(/( �.l 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 �Q �44"1 i�T�s'•."LOR10P.•'G\�� 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. s CONAL--1,�`` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A LYNN MILLER,P.E. 05 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P•E.#587 TABLE 4: TABLE 5: Design Pressure(16sltt)for Glass Types 47-' _- ---- - 5116'NOM. Data n Pressure for Glass T es 8-55 �- GLASS STACK - 3116'AN GLASS 3116'H$GLASS Bottom Sash -- Tip TO To Bottom Sash Tip 7o Tp .090'SG .090"SG .. - ._ Descdp8on Sash Height Width ,090`PVB iB'HS GLASS Desgdpttm Sash Height WN11h 30 31tGLASS 9'. 3/16°H GLASS Range Qn) for Gi1er7 Range Range(in)far GIu1n Range b3.1/B' iB'H 30 GLASS 53-118" 26 Z4" Equat4he 12484 +e5,D -80.0 24" EqueHite 12464 +80.0 •110.0 772"NOM, it2"NOM, SMrte9t 12494.12893 +35.0 -80.0 28 iR°NOM. E and Pm 15.-64 +8113 -110.0 EquaHrie 15.984 GLASS BITE GLASS BITE EUERIOR Equa14 t 18.652 +65.0 410.0ERI R GLASS BRE 31" Standard PnTtBW 72.884-16883 +60.0 -110.0 31" Standard PrlrAew 12894-15.893 t ` 74 65.0 80.0 Shortest 12484-12.-93 +80.0 -110.0 74 65.0 -SaO Eq aWte 1&852 +88,0 -1140 34 ApprocutalwmplytegMti tID. Stendmd Pmuew 15.944-19.651 +85.0 -Baa - 74 Standamd Pmou- 16844-19.651 +80.0 -710.0 GLASS TYPE 8' ASS TYPE 9 Flu BJtitlia>e e 36.118' Custom Size 15.131-16.943 +85.0 SOA GLASS TYPE 434 � CWtOra Ske 76131-15.943 +80.0 -710.0 xfl CUstom Sire 14,131-16130 +65.0 •80.0 Custom Size 14.131-15.130 +80.0 -110.0 �J 13!16'NOM. 13116"NOM, y p)p.,pa'd6A abet . Shortest 12.464-14.130 +65.0 -BOO I Shortest 12464-14.130 +840 •110. ( GLASS STACK GLASS STACK 7/16'NOM. ,090°SG 090"SG EquaUite 22884 +85.0 -BOA -") GLASS STACK EquaU(le _22ee4 +80.0 •120.0 AIRSPACE AIRSPACE Y•" 18.594-20.130 ;78 „170.0' 1t8"AN GLA Sta77dan]PrWew >e.d84-20.730 +65.0 -80.0 .090'PVB 3116°AN GLASS Standard ���� x•731-22.983 +80.0 1B'H5 GLASS tB`AN GLASS 3l1S"AN GLASS 12'NOM. 130 +80,0 -110.0 31 74 31 d5` Coelom Sae 18.137-18.593 +85.0 -68.0 30 311b'fV4 GLASS 45" Cllektn Size 76.131=18.5-3 +90.0 -1100 '1 74 Custom Size 15,131-18.130 +95.0 -80.0 27 Custom Sae 15.131-16.130 +80.0 -110.0 ®OR 5 12"NOM. 5&R 5 12-NOM. Custom Sae 14.731-15.130 +65.0 -80.13 Gustom SE 7d.l31-i6 60.13 -7740 F.xrearoR GLASS SITE EXTERIOR GLASS BITE w Shortest 72464-14.130 +65,0 -80.0 EXtER�R GLASS BITE Shortest 12484-14.130 +80,0 -110.0 Eq­Wife 24.884 +65.0 -500 /�, EquaNite 24.964 +50.0 410.0 70.73 Custom Size 22131-24.983 +95.0 -80.0 Y' 74 Custom Sae 22131-24.983 +80.0 -110.0 5OOR 5 &R 5 70-73 Sta94erd ProNevr 20.104-22130 +65,0 -80.0 34 Standard Fn'niew 20.194-22.130 +8[101100 GLASS TYPE 10 GLASS TYPE 11 49" Custom Sae 18.131-20.193 +65.0 -80.0 GLASS TYPE 5 49•' Custom Sae 18.131-20.183 +80.0 -110.0 W x > Cestan Size 18,131-1&130 +65.0 -80.13 Chetan Size 16.131-18.130 +BD,O -110.0 13118'NOM. 13116'NOM. LU ui _o > -"aa Custom Stze 14.131-1&130 +65.0 410.0 Custom Sae 74.131-18.138 +80.0 -110.0 �'"""- �-+- 13118'NOM. GLASS STACK GLASS STACK IWC O Shortest 12464-14.130 +65.0 410.0 GLASS STACK p Shatebt 12464-14130 +80.0 -110.0 ,090'SG d r13 r ' EquaAte 26777 +65.0 •80.0 .90"PVB 'm EquaUita 26.777 +80.0 -1100 AIRSPACE AIRSPACE ,09P SG �-n o'> 8100 p Custom Ske Z4.131-2&776 +65.0 -8DA AIRSPACE s 118'TP GLASS U N Cestan size 24.13}_25.778 +80.0 --110.0 1B'FLS GLASS iB"TP GLASS 3116"AN GLASS 7 ca W O o Standard Pmuen 20.844-24.130 +65.0 -80.0 3/16°ANG iB'AN GLASS o Standard Proxim 20.844.24,130 +80.0 -1100 31 74 31 74 a J Z C3 n Custom Ske 2D.131-20.943 +65.0 410.0 3t 7q Cestan Sae 20131-20.843 +88.0 }70.0 LL O r W O F 50118' F 50.516' @OR 5 12'NOM. GOR 5 12'NOM. Z OD o WSJ- Custom Site 18.131-20.730 +85.0 -80.0 Custom Sae 18.131-20.130 +80.0 -110.0 T ti 12"NOM. EXTFRrOR GLASS BITE ExreR1OR GLASS BITE L)W 4813 Custom$ke 1&131-18.130 +660 -80.0 :,i Cestan Sae 18.13}-18.130 +Sj,D -1100 U a 43 Custom SLze 14.131-16.130 +65.0 •80.0 EXTERIGLASS BRE Custom Sae 14.131-18.130, +80,0 -110.0 FW-•Z tl�' 4 J a °N W .-. V Q• OMO Shortest 12464-14.130 +85,0 430.0 Shortest 12464-14.130 +8D,0 -110.0 7073 p/��yo 70.73 O> a Egrml4ite 31.984 +65.0 430.0 70.73 EqueU{le 31:8134 +60.0 -110.0 S�Oft 5 GLASS TYPE 12 `•� R 5 GLASS TYPE 13 O0 Z Z Custom rW 28.731-31-63 +65.0 -60.0 8" ASS TYPE 6 Custom;Size 2&131-31.963 +80.0 -770.0 SlaroaN Ptouiew 25.78+1-2&130 +65,0 •80.0 Standard Ptotien25.794.28,730 +80.0 -t 10.0 LL Custom Sira Z4.131-2&793 +65.0 •80.0 Custom Ske 24.131-26793 +610 -110,0 13116'NOM. t 13!16'NOM. j Q s3" Custom Size 22131-24.130 +85.0 430.0 13116'NOM. 83" Custom SL 22.131-24A30 +80.0 -1740 GLASS STACK 1 GLASS STACK = er .090'SG .090•SG Custom Size 20,131-22130 +650 •80.0 GLASS STACK Cvatam Size 20.13!-22130 +80.0 -1140 AIRSPACE AIRSPACE J Custom Ske 18131-20.130 +65.0 •80.0 AIRSPACE ,090*'PVB Custom Size 1&131-20.130 +80.0 •110.0 3116"AN GLASS-. 3li6"TP CLAS$ iB•HS GLASS 1B"HS GLASS Custom Shoe 18.131-1&130 465.0 •80,0 3116"TP CLAS$ Custom Size 16.131-18.130 +80,0 -110.0 Z 7eagS SB°AN GLASS 37 74 31 74 (p Shortest 13.184'•16.130 +65,0 -80.0 31 14 &tartest 13.184•-16.130 +80.0 -110.0 EquaUite 38.457 +65.0 -80.0 4 Cestan Ske' 38.731-38.483 +65,0 -80.0 �OR 5 Equal-1110 3B•� +80.0 -140.0 �OR S�OR 5 O j J 0 172'NOM. 72"NOM. 12"NOM. Cestan Ske 38.131-3&463 +BD.O -110.0 ExTERIOR GLASS BRE RIR GLASS BITE Z ((L O Costa;Size 34.131-38A31) +65.0 •80.0 E2TER H GLASS SITE Cestan Size 34.737-36.130 +80.0 110.0 `.tom Q L^+ 78' Standard Proaev 30.-94-34.130 +85.0 -80.0 /� 76' Standard Pmdew 30.984-34.730 180.0 -110.0 Lu 7 F S Cosham Size 30.131-30.883 +65.0 •80.0 �Y Custan Ske 30.131-30.993 +80,0 -110.0 '1,.R 70.73 �OR 5 7043 Q a. 05 Custom Size 28.131-30,130 +65.0 -80.0 70'73 Custom Ske 28.131-30.730 +80.0 -110.0 " GLASS TYPE 14 apt rosa0 saga- 57@Oft 5 GLASS TYPE 15 Shortest 2&184'-2@.130 +85.0 430A GLASS-fYPE7 Shortest 28.784'-28130 +80.17 -174.0 EquaHite 42.464 +65.0 -80.0 Equal4ite 42464 +80.0 -110.0 `\\\�\\\�7j1''i 64' Costen Size 38.731-42483 +65.0 •60.6 84' Cestan Ske 3&131-4248:1 +80.4 -7140 131'",_y•• 1 Standard Pralew 34.784••38.130 +85.0 -BO.D 1 Standard Praiax 34,194'-38.1317 +80.0 -170.0 +���:' \„10EN„y'F'•% +MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 Q':' •:��1 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT 48.391 _,*: NO.58705 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 "S1 4 110_ S FAT J77 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. 7/11 OVAL \\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 1 t "k%\ 3)FOR RADIUS TOP WINDOWS,FINp THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP-TEMPERED /�LYNN MILLER,P.E. 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM PQSITIVE DESIGN PRESSURE OF PSF,NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED p•E.#58705 TABLE 6: Anchor quantities Required for Tip to Tip widen "Through-Frame"Installation -- - -18•--- 25• - ---33" 37- 1 41• 1 46" 1 49' 53-118- u in 18"u8in Glass Types 1-7 Jamb - Jamb Jamb Jamb Jamb Jamb Jamb Jamb K K `w K ¢ v K K o C C K 2 K K Bottom Sash E mg ° g F Desch ion Sash Haight m for Ghon Range Range(in) x x & x x m x a x a . TABLE 6B: 24• Equauita 12466 1- 2 1 1 2 1 1 2 1 1 2 2 t 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior) Equalaite 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 Type epyrored as comPlyiNt-h4 @n 31" Standard Pro%i w 12996-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/8-AN,.090'PVB,11W AN Mrld R)dding C Shortest IZ484.12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.DW'PVB,1/8'AN Date (p NOA01 Eq..14de 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 3 13116"LIG:1/8"TP CAP,AIRSPACE,1/8•AN,.090'PVB,1/8"AN Niaerl Dade Prodacl Cenlmr Standard Pmmim 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 4 1/8"HS,.090"PVB,1/8"HS 38-18" 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 5 3/16"AN,.090"PVB,3/16"AN. - Custom Size 14.131-16A30 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/16"LIG:3/16"AN CAP,AIRSPACE,1/8'AN,.090"PVB,1/8"AN Shortest 12.484•14.139 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13116"LIG:3/16"TP CAP,AIRSPACE,1/B"AN,.090"PVB,1/8"AN Equa144e 22984 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 20.131-2M2.953 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 Prc Je 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 - 4S Guslom Size 16.131-18.593 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 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 14.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 co Equal4he 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 W z (n Custom Size 22.131-24.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w O '7511 Standard Prcuew 20.194-22130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 O 150 O co 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 2 2 �•n rn 51.0 O 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 I.0 N i y Custom Size 14.131•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 0� c9� Z Z .. Shortest 12486-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O-1 p r1 M W O Z to m2 n .g Equal-lite 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 o c2 n x Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (�U pp ®F " M-_ 8 Standard Pimiew 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 LU W �a Q U DMO So Custom 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 ^, i F Custom Size 16.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 p a rA 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 2 v z W Custom S¢e 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 - C7 J 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 Q 0 Equal-lite 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 _ to 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 2 3 3 2 ® m W Standard Pmdew 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 _ F 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 Z Q lSaYS 63" Custom Size 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 rA Custom Size 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 IL CY Q 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 2 2 O Z 0 O 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 _ 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 U = Equal•lite 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 U Q Q Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 •91 � -0 s.u55 Custom Size 34.131-38.130 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 30.1131-0.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ♦ `tlllll till/// ii Size GO IC 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 •t�•' IGENg i Shortest 28.194'-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 �"'•• ` F '••�1T Eq 2-1. 42.464 3 4 1 3 4 7 3 4 1 3 4 2 3 4 2 9 4 2 3 4 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, Q'� ••.� SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _*: NO.58705 84° Custom Size 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 _ •/,' WINDOW SIZE. _ S///l Standad Prmiew 34.194'•38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 - •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. �� Ia •;��` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 0 •.• AT OF MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE �♦ •.•F(ORID?•.••• \_�` MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. i ••• ZONAL ENG♦♦ 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN /'I'll I 1 t 11 t1t PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A.LYNN MILLER,P.E. P.E.#68705 TABLE 7: Anchor Quantities Required for ----- - - TIP to Tip W." "Through-Frame"Installation it 25' 33' 3r 41 1 45 49" 53.1/8 u inn Glass Types 845 Jamb Jamb Jamb Jamb Jamb Jamb Janb Jamb W a s ¢ o» s B ¢ o: o: rc o: z s Bottom sash Smit Height m � g m 2 � 2 M s � � s 2 � � Description for Given Range Rangeo") $ m 8 m m '15 Q m so m Q m 24" Equa-lite 12.464 1 2 1 1 2 1 1 2 11 7 2 2 1 2 2 1 TABLE 78:2 2 1 2 2 1 2 2 Equeiaita 15.964 1 z 1 1 2 1 1 z Glass 1 1 2 2 1 2 2 1 z 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior) Applorwomccelpbutwuhm 31" Standard Prrniew 12994.15.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 TypePio B�& wspa Shortest t2464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 8 3118"AN,.090"SG,3/16"AN Dat Equal-lite, 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 9 3118"HS,.090"SG,3/16"HS NOAF Standard PIW- 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 10 13116"LIG:1/8"AN CAP,AIRSPACE,118"HS,.090"SG,1/8"HS 38.3/8" Custom Size 1&131-15.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:1/8"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN t Custom Size 44.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 11 2 2 2 2 2 2 2 2 2 12 13/16'L*:118"TP CAP,AIRSPACE,1J8"HS,.090"SG,1t8"HS Shortest 12.464-74.130 2 2 1 z 2 t 2 2 1 2 z 1 2 2 2 2 21 2 2 21 z 1 2 2 2 2 13 13N5'LIG:118"TP CAP,AIRSPACE,3116"AN,.090"SG,3116'1 Equal-lits, 22.964 2 2 112 2 1 2 2 1' 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 f3/16"LIG:3116"AN CAP.AIRSPACE, 118"HS,.090"SG,1/8"HS Custom Size 20.131.22.963 2 2 112 2 1 2 2 1 2 z 12 2 2 2 2 2 2 2 13 2 2 3 2 15 13116"UG:3116"TP CAP,AIRSPACE, 1J8"HS,.090"SG,1/B"HS Standard Pmufew 18.594-2D.130 2 2 1 2 2 1 2 2 1 2 212 2 2 2 2 2 2 212 2 2 3 2 46" Custom Size 16.131-18.593 2 2 7 2 2 1 2 2 1 2 212 2 2 2 2 2 2 21 2 2 212 131 Custom Size 16.131-16.130 2 2 11212 1 2 2 1 2 212 2 2 2 2 2 2 212 2 212 3 Custom Size 14.131-15.130 2 2 1 1 21 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 2 113 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Equ91•lite 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 W - m Custom Size 22135-24.863 2 2 11212 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 > w ro }O ,Haar Standard Prodaw 20.104-22.13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 Q 0 4Y Custom Size 18.131•20.193 2 2 1 2 2 1 212 1 2 2 2 2 2 2 2 2 2 212 2 2 3 3 r Custom S¢e 16.131-1&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 U N x w ain0 Q.' Custom Size 14.131"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 m z (9m z Z Shortest 12484-14.130 3 2 1 3 211 3 2 113 2 2 3 '2 2 3 2 2 3 2 3 3 2 3 J O o.m _ Z O EquaMite 75,777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2. 3 2 2 3 2 2 3 2 Z LL two to s W n c Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 5 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 U W ti s FB r E Standard PrWew 20.844•24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 W U D 3 J uuo�D -p � 8" Custom S¢e 20,131-M843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 i= Custom Stze 18.131•20.130 3 2 1 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 Z 2 3 3 3 0� r a � Custom Size 10.131-I8.13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2. 3 3 2 3 Z 8 Z J Custom Sita 14.131-16.130 3 2 1 3 2 1 3 2 113 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m LL Shptest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 31312 3 Z Equai44e 31.984 2 3 1 2 3 1 2 3 112 3 2 2 3 2 2 3 2 2 3 2 2 4 3 = F 00 Custom Size .28-131-31.903 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 • ® ,mr W ' Standard PrWew 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 J 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 Z Z¢ laayg 63" Custom Size 22131-24.130 3 2 1 3 2 11.31 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Custom Size 20.131-22130 3 2 1 3 2 1 3 2 1 3' 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Q C7 S 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 p � Of - o Custom S&e 16.131-18.130 3 2 1 3 2 1 3 2 1 3 212,31 2 2 3 2 2 4 2 3 4 2 3 z 0 n 0 S` 2 r` 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 3 4 2 3 U = Egtr4Flde 38.46+1 3 3 1 3 3 / 3 3 1131 3 2 3 3 2 31412 3 4 3 3 4 3 ¢ Q Custom Size 36,131-38.463 3 3 1 3 3 1 3 3 7 3 3 2 3 3 2 3141 2 3 4 313,4 3 awl 'asap-Ts Custom See 34.131•3&130 3 3 1 3 3 1 3 3 1 3 3 2 313 2 314 2 3 4 3 3 4 3 76" Standard Purview 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 Size 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 �� �yytLYNN `�i� Custom$IXe 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 Stodest 26,194•-28.130 4 2 1 4 2 1 4 2 1 4 2 "2 4 3 2 4 3 2 4 3 3 4 3 '�gNS• �! 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, + `� Erona si 42.4e4 3 4 t 3 4 t 3 a t 3 4 2 3 4 2 3 a 2 3 a 3 3 s 3 SUBTRAC71"FROM THETIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE ` �: 84' Custom Size 38.131-42463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 WINDOW SIZE. No-58705 StandardPnlview 34.194'-38.130 4 3 1 4 3 1 A 3 1 4 3 2 4 3 2 4 A 2 4 4 3 4 4 3 * �•'- •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG VIANDOWS IS:BUCK HEIGHT-48.391 /i •,��` MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE0. S'STATE OF MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT•48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. �� '•.;°CORIOP.•'• \�` 4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN L,70Nl,i WAL1 PRESSURE OF 465 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A. W M \P E P.E.#58705 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2. _ .. INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE(CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r T- T� EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM 1/4"MAX SHIM �{ FRAME OR BUCKSTRIP. I I ° SEE NOTE 2,THIS SHEET. I MEND- I a q SASH VISIBLE 17 ° I EDGE I LIGHT WIDTH EDGE kppMved•ao plylag wub 1b. .+L•L DISTANCE DISTANCE 4.B IDCode 1/4"MAX SHIM 19 X4A# 27 L__ _ -_--J___J FIXED VISIBLE >ssi RL-1-Ploduel Co LIGHT WIDTH % 1 SEE TABLE •- NOTE B,FOR 0 18 HEADTYPE TYP.ANCHOR TYPE, 44 _ FIXED EMBEDMENTAND - VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEEI 31 5 OR 5B HEIGHT TABLE 8. TIP TO TIP WIDTH TYP.ANCHO\TYPE,, 32 EMBEDMETYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANj SUBSTRATE,SEE w O O '°aN 45 EMBEDMENT AND EDGE Of TABLE 8. DISTANCE PER SUBSTRATE, O �� � to � SEE TABLE 8. �+ 1/4"MAX.SHIM }n o aloe O Q 14 I VISIBLE LIGHT FORMULAS: 0 a �' W O 48 55 - DADE APPROVED MULLION,FBC OJ_j a� � Z (SHOWN FOR HI-RISE SILL;SEE J p a yr Z. O COMPLIANT ALUMINUM/STEEL FRAMING O LL O W O 43 OR STEEL STUD.MAY BE VERTICAL OR SHEET 9 FOR STANDARD SILL) _uf tD o g � n TIP 13 HORIZONTAL.SEE SUBSTRATE WIpTH ()O p ®� o TIP gg USE EITHER 1 PROPERTIES,TABLE 8_ @ LU Z G J uM 0.�a SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12" , J HEIGHT SWEEP LATCH @ O r ¢ I¢- MIDSPAN OR 2 HEIGHT(EQUAL-LITE) P_ rn BOTTOM LOCKS TIP TO TIP HEIGHT2.3.73" 0-Z Z SASH INSTALLATION O HEIGHT(PROVIEW) VISIBLE OPTION @FIXED LITE:TIP TO TIP HEIGHT/2 j 2 O LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT2-11.93" 2 Z I, HEIGHT FRAME INTO METAL J O HEIGHT(CUSTOM SASH) V, 0 @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3.55" (D U laays @SASH:SASH HEIGHT-4.60" (n EXTERIOR TABLE 8: 0 X QO a33 Anchor Substrate Min.Edge Min.Embedment NOTES: Z o 10 Distance w a = 15 P.T.Southern Pine(SG=0.55) 9/16" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J J (p OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL 42 SILL SHOWN.SEE 1&6 or 410 Aluminum,6063-TS fnln. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ap:1 �sap sauas 1•WEEP SHEET 10 FOR A36 Steel 3/8" 0.063" THE WINDOW. NOTCH AT STANDARD SILL. SS Screw \111"(1 LYN EACH END Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4MAX. Concrete rrin..3.35 ksi 1" 1-3/4" 8.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE \`�� �pN.......N,y�� SHIM ( ) CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ,•'••V\CENyF'•.C(� 1/4"410 SS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS z T.. CreteReX P.T.Southern Pine SG0.55 1" 1-3/8" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS No.58705 • (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _ :� •• '� NO ANCHORS Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _ REQUIRED IN 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR UngroutedCMU,(ASTMC-90) 2-1/2 1-1/4" ARCHITECT OF RECORD. �p v I� ��� FLANGEOR ' Ultracon P T.Southern Pine(SG 1" 1-318" �O,c'•_ A OF EQUAL-LEGILL 3 VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS i 1,111.9•'•F�ORID�;.•''U,\?� FRAME SILLS •' ° A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ) ( ••• • B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANMEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. 1ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. ///lllllllllll C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,RE P.E.#58705 INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2INSTALLATION OPTION 3 --- ------- INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTO EONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION -_____ SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH r T- T__, EMBEDMENT FRAME INTO 2X WOOD � EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX SHIM 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE 17 MENT EDGE „ LIGHTWIDTH EDGE AP?In!'edv DISTANCEt�P�Yt�Mfl� �L DISTANCE 114"MAX SHIM 19 NOAd - - ° N o1Do-3eP 27 L-- _ __-_L_-JE - '• FU(ED VISIBLE J SEE TABL ° LIGHT WIDTH `II �, O ••. 3 NOTE B,FOR 18 TYPE 30 HEAD TYP.ANCHOR TYPE, 44 FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT TABLE 8. 31 5 HEIGHT - R& 6 BUCK WIDTH -I TYP. r ANCHOR EMBEDME ND TYPANCFORTYPE, EXTERIOR HORIZONTAL SECTION A-A EDGE DISTANCE PER W ti z YO) > 45 EMBEDMENT AND EDGE �' SUBSTRATE,SEE Ix w o O '^aa DISTANCE PER SUBSTRATE, TABLE 8. U I�o U 14 SEE TABLE 8. N z. a1a0 O k IM VISIBLE LIGHT FORMULAS: Om ;w (n of z(SHOWN FOR HI-RISE SILL;SEE 0J0aZSHEET 9 FOR STANDARD SILL) Z u• 0m_ WrADE APPROVED MULLION,FBC =� 7ir � SBOBUCK OMPLIANTALUMINUMISTEELFRAMING WIDTH U_ 0 ®,HEIGHT 83 USE EITHER 1R STEEL STUD.MAY BE VERTICAL OR SASH&FIXED LITE:.BUCK WIDTH-4.12" H Z 00 � " OMO SWEEP LATCH @ORIZONTAL.SEE SUBSTRATE 0 W "� a QMIDSPAN OR 2ROPERTIES,TABLE B. HEIGHT(EQUAL-LITE) > a a f jBOTTOM LOCKS BUCK HEIGHT/2-3.2T' .-Z .0. Z INSTALLATION HEIGHT(PROVIEW) Z LL sASH OPTION 4VISIBLE @FUCED LITE:BUCK HEIGHT2+4:28' � � O LIGHT ANCHORED THROUGH- @SASH:BUCK HEIGHT/2-11.43' 2 WHEIGHT FRAME INTO METAL ® Lu HEIGHT(CUSTOM SASH) W @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.56' Z U IaavS @SASH:SASH HEIGHT-4.69' U) X EXTERIOR TABLE 8: LL Z) Lu Qo a12 33 Anchor Substrate pllstancee Min.Embedment NOTES: w ¢ n 15 P.T.Southern Pine(SG=0.55) 9/16" 1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON cl J Q N OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q W 42 SILL SHOWN.SEE 18-8 Or 418 Aluminum,6063-T5 min. 3/8" 6.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF La11U1.—CI sauaS I 1"WEEP SHEET 10 FOR A36 Steel 318" 0.063" TME WINDOW. NOTCH AT STANDARD SILL. SS Screw EACH END .1/4"MAX Steel Stud,Gr.33 min. 318" 0.045'(18 Ga 2)MA WOOD BUCKSANCHORS MAY BE U ESS THAN 1-1D INTO WOOTHICK A BEER TABLE \���`ANY LY/V/���•,�� SHIM Concrete(min.3.35 ksi) 1" 1-3/4° CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL :� ��•' KENS 1/4"410 SS E !� UngfOUfed CMU,(ASTM C-90) 2-112" 1-114" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q CreteFlexP T.Southern Pine SG=0.55) 1" 1-318" DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS No.58705 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER NO ANCHORS Concrete(min.2.85 ICSI) 1" 1-3/9' LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND _ REQUIRED IN , 1/4"S(�I INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR - FLANGE OR Ungrout A CMU, C-90) 2-1/2" 1-114" ARCHITECT RECORD. •[(/�� EQUAL-LEG ° UIIrBCOn '' S FRAME SILLS P.T.Southern Pine(SC_ 1" 1-3/8" T' A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS i C�s''•F�ORIDP,••'G\�` - ° B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEX/FLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ��i/'111111110%/ONAL VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. ` C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE - - - -' - EDGE - - DISTANCE DISTANCE EMBEDMENT y O O EDGE D DISTANCE 1l4"MAX SHIM 1I4"MAX SHIM 5 SASH VISIBLE 17 >m mmp(yt�vl�tle LIGHTWIDTH ��PB Bingft- 21 EMBEDMENT27 19ldtss Bodo" �1/4"MING EMBEDMENT FIXED VISIBLE 2 SHIM I LIGHT WIDTH r 1 30 18 TYP.ANCHOR TYPE, FIXED EMBEDMENT AND EDGE iE VISIBLE DISTANCE PER SUBSTRATE, 44 LIGHT SEE TABLE 9. qp HEIGHT 31 R@ 5 - r BUCK WIDTH 32 HORIZONTAL SECTION C-C TYP.ANCHORTYPE, LU z m EMBEDMENTAND EDGE 45 DISTANCE PER SUBSTRATE,SEE �—a, w O O rU) TABLE 9.(NAIL SHOWN) O DADE APPROVED MULLION,FBC 10 14 COMPLIANT ALUMINUMISTEEL FRAMING C}7 N z slop O 1/4"MAX.SHIM �{ Imo-- OR STEEL STUD.MAY BE VERTICAL OR p F w 47 O HORIZONTAL.SEE SUBSTRATE J O it m Z p 43 LU PROPERTIES,TABLE 9. VISIBLE LIGHT FORMULAS: z LL m o ' (SHOWN FOR STANDARD SILL;SEE =W rc ,rg BUCK 13 SHEETS 7 OR B FOR HI-RISE SILL) W U m ®J J u.oip HEIGHT 59 USE EITHER 1 �Z v a � °N SWEEP LATCH @ 010 OR#12 STEEL WIDTH o W R I< sntp SELF-DRILLING t•> > H MIDSPAN OR 2 46 55 @SASH&FIXED LITE:BUCK WIDTH-4.12' G) a to BOTTOM LOCKS SMS(G5),SEE TABLE 9. Z u Z SASH HEIGHT(EQUAL-LITE) r BUCK HEIGHT2-3.23" Z O LL VISIBLE INSTALLATION h O LIGHT HEIGHT(PROVIEW) m = U a7 HEIGHT OPTION 7 W @FIXED LITE:BUCK HEIGHT@+426" ® W J rn ANCHORED THROUGH @SASH:BUCK HEIGHT@-11.43" U 'I INTEGRAL FIN INTO METAL Z Z laayg HEIGHT(CUSTOM SASH) j (p FL STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55" LL N J EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60" 0 Z o0 8 PREVIOUS SHEET U n 42 FOR OPTIONAL U W _ 1"WEEP HI-RISE SILL _ Z U NOTCH AT Q EACH END 1/4"MAX TABLE 9: NOTES: Ilu 'asap saua5 Min.Edge Min. SHIM Anchor Substrate Distance Embedment 1)USE ONLY SUBSTRATE-APPROPRIATE �. NY LYNN��,, X. Box Nail P.T.Southem Pine(SG=0.55) 5/16" 2.438 ANCHORS LISTED ON TABLE 9.FOLLOW `� •' T EMBEDMENT AND EDGE DISTANCE LIMITS.ANY �.•' LtGENSF'•. T 2-112"x.131"Common Nall P.T.Southern Pine(SG=0.55) 3/8" 2.438 INSTALLATION OPTION SHOWN MAY BE USED 2-112"x.145'Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.436 ON ANY SIDE OF THE WINDOW. =* No.58705 TYP.ANCHOR TYPE, D EMBEDMENT AND EDGE EDGE DISTANCE 2-1/2"x.146'Roofing Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 //1� _ DISTANCE PER SUBSTRATE, P.T.Southern Pine SG=0.55 1/2" 1.375 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO -D U SEE TABLE 9. #10 Steel Trusshead Screw O ( ) REFERRED TO AS DAYLIGHT OPENING)IS �) '.• $ A\ (SCREW SHOWN) EMBEDMENT[-- 0.125"Aluminum,6063-75 min. 5/18" 0.125 MEASURED FROM BEADING TO BEADING. 0, •.• 5T #12 Steel,18-8 Or 410 SS 0.050"A36 Steel 5/16" 0.05 FS'.e<ORMI.•••G\=� VERTICAL SECTION D-D Screw 0.045'(18 Ge)Steel Stud,Gr.33 min. 5MIT' 0.045. �'/;S'ONAL EN A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. // A LYNN MILLER,RE P.E.#58705 2.560' 3.185' 2.060" •---� - 2.848" 2.848'T T �-- .062" 1.125" . .2.848" .062" .062" .062" 2.112" 2.724" 2.724" 2.724" 1.489" I _ FULo di081{dYlo8 with 16+ .987" 1.125` fes' Fi: .062" � .062• � .062" + . 1 mi.-W fade ProdoA O FLANGE FRAME HEAD O INTEGRAL READ FIN FRAME O EQUAL FRAME HEAD O FLANGE FRAME JAMB O'AMBRAL FIN FRAME _ O EQUAL LEG FRAME JAMB " 2.798• 2.798" 2.798- 2.798" 2.798' -� 2.798" n - 3.008" 2.841" 3.466 2.341' 3.508° 4.133" It L.- 062" O � O V) .062° .062" .062° .062, .062" .062" C7 Na? z 11od QO, 0 A N Z Z I L O a rn W O Z O _ =W `o t7 V F n 1.125' 1.125" IL U L) ®a M 00 III O FLANGE FRAME SILL O EQUAL LEG FRAME SILL to FLANGE FRAME SILL I t2 EQUAL LEG FRAME 1--•Z < J a roN j HI-RISE SILL HI-RISE LU ,[�� ¢ JMO j ~O > o s INTEGRAL FIN FRAME SILL tt INTEGRAL FIN FRAME O Zo Z 2.273" -� O SILL-HI-RISE j �{ 1.300° .120" TTI 2.273" -� e j O ;17p^ I SILICONE = O I -MELT BUTYL STRUCTURAL ® S'i J POLYISOBUTYLENE 1/4 NOM. STRUCTUR3116"NOM. 2.772" VANT SILICOZ 11145 2.211" I' f..22.105" .062" DESICCANT YffH U) DESICCA4 Z 2.150" 1.235' LL O Q .062" " A EXT.GLASS O z f11 0 EXT.GLASS - 11 I INT.GLASS .GLASS O J X .062" --�-If 'I 1.300• �- '1 1.300" �-�- 'I 1.300• [- , ¢ LU 70 SASH BOTTOM RAIL- KODISPACE 4SG TPS 71 SUPER SPACER® ne NXT 111!1 �sa0 saua5 to SASH TOP RAIL t4 FIXED MEETING RAIL is is SASH BOTTOM RAIL t7 SASH SIDE RAIL HI-RISE `1111111111///'' ALUMINUM kiNT.GLASS CANT FILL `�`�` pN...LYNrV REINFORCEMENT POLYISOBUTYLENE � 10EN ��C 'moi 1,446• CJI ��....�� ��- SEAL5116"NOM. 04U• I --�.634' .465' +� .617" I •-- .496" 1 LICONE SEAL * ••� ' 1.522" I� I_� ROLL-FORMED _ NO.58705 ' ,627^ BUTYL 8. STAINLESS .802° ., .802" .802" .802" DESICCANT _..O .813' f ,•�C/� I� EXT.GLASS EXT.GLASS (V. II �O;<, S AT F ' 1.370" ,070" .070" ,pq5" .050" INT.GLASS %�s '•:c�ORIDP..•'G,\?� to HEAD ANCHOR to SASH STOP COVER 2 IG BEAD se IG SNAP BEAD ze 5116"LAMI BEAD z7 7/16"LAMI BEAD /S1ONAL O ® © O O //11111110 O COVER 72 DURASEAL®SPACER • 73 XL EDGETM SPACER A LYNN MILLER,P.E. P.E.p 58705 TABLE 11: 1te#m PGT Part# - -- Description - Material s1 - -- - - - --ASSEMBLY DETAILS FOR 1 542001 Head,Flange Alum.6063-TB FLANGE FRAMES 2 624017 Head,Integral Fin Alum.6063-TB (OTHER FRAME TYPES SIMILAR). 3 624028 Head,Equaldeg Alum.6063-76 4 624004 Jamb,Flange Alum.6063•T6 4 4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1 511pp.md ne c-MPIYWA-Mb nm 5 624020 Jamb,Integral Fin Alum.61363-T6 �ri g��,.0 5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063-T52 Uak 6 624031 Jamb,Equal-leg Alum.6063-TB r��� " uct 6A Jamb,Equal4eg(Used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD 7 624002 Sill,Flange Alum.606346 > P 8 624018 Sill,Integral Fin Alum.6063-TO INTERIOR 41 9 624029 Sill,Equal-leg Alum.6063-T6 10 624003 Sill,.Hi-Rise,Flange Alum.6063-T6 JAMB 11 1 624019 Sill,Hi-Rise,Integral Fin Alum.6063-T6 oo 12 624030 Sill,Hi-Rise,Equal-leg Alum.6063-T6 4 14 13 624006 Sash Top Rail Alum.60D5A-T61 INTERIOR 14 624005 Fixed Meeting Rail Alum.6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum.6063-T6 JAMB °D 16 624068 Sash Bottom Rail Alum.6063-T6 W i o3 ^da 17 624007 ' Sash Side Rail Alum.6063-TB FIXED MEETING RAIL w 18 624051 Head Anchor Cover Alum.6063-T5 O m o W 19 624015 Sash Stop Alum.6063-TB 6' z I W Q 25A 6241309 IG Bead Alum.6063-T5 O r-w Z o 25B 624011 IG Snap Bead Alum.6D63-TS O o H w o IL 25 524013 5/16"Jami Beading Alum.6063-T6 ZfO SASH BOTTOM RAIL =ui r 27 624026 7116"Lauri Beading Alum.6063-T6 SASH W Z co u o 0 30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl I— °N 31 6TP248 Glazing Bead,Bulb Vinyl for#624009&#624011 Vinyl 4 SIDE 16 0> > Dino n 32 724046 Sweep Latch(@ Tap Rail) Cast Zinc- RAIL Z u Z 33 1 624049 Bottom Latch(@ Sill) Alum.606376LL 34 Setting Block(1/8"X 1/2"X4") Neoprene JAMB ? o 35A IG Setting Block(116'X 3/4"X.4") Neoprene _ 35B. 724014 IG Snap Setting Block Vinyl 17 ® Lu W 36 724044 Bottom Rail Weatherstrip Extension as [9 ly 37 724053 Sill Gasket Polyethylene ? W I°a4s 38 724054 Sash Top Rail Gasket Polyethylene 37 - < to cr 39 724055 Sash Bottom Rail Gasket Polyethylene o U o 40 724057 Head Gasket Polyethylene ~ op 41 724063 Meeting Rail Gasket Polyethylene INTERIOR ? - 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 39 Q m 43 Weatherstrip,.270"x.187",Fin Seal(@ MR) 44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail) 45 Weatherstrip,.170"X.18T',Fin Seal(@ Top Sash Rail) 1 t t rLYN/ 46 %aries Balance with Cover&Trim Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED ��`�6o.....Af 51 781 PSOX #8 X 1"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: _� ..............'•10ENSF• (� 55 7834AA #8 X 3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material r127.4 Min.F" Q.: '•.� 63 - Alum.Screen with Fiberglass Mesh Varies Steel Screw 120 ksi No.58705 INTERIOR 18$Screw 95 ksi — — 70 - Kommeding Kodispace 4SG 7PS See Sheet �1 410 Screw 110 ksi -_ OF 71 Quanex Super Spacer nXT10 faf 51 Elco UltraCon® 177 ksi •••[[/�� 72 Quanex Duraseal Spacer Materials NOTES: 410 SS Elco CreteRex® 189.7 ksiR73 - Cardinal XL Edge Spacer 74 Dow 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 6063-T5 SteeAJuminum 22 ksiA36 Steel 58 kei 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Steel Stud 33 ksi 45 ksi A LYNN MILLER,R.P.E � P.E.#58705 j j