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HomeMy WebLinkAboutProduct Approval-Windows, casement it Florida Building Code Online Page 1 of 2 pF ik*It "s pr,p z%,of iia �/ ''qy ^q� 11 „w .o pippipk ,caforr5tridirtgi414 US ej S d „i °, r G .w ' ;: ,x, '/,/z: ✓ .. r� d; r ,._ _ .., SCIS Home 3 Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map ; Unks Search' g Florida Product Approval USER:Public User f i ;; F - Product Approval Menu>Product or Application Search>A.. .tion List>Application De .11 r :VP:: RFC . �-:ii, FL# FL245-R12 414CA. Application Type Revision pP / ®� Code Version. 2017 S j , Application Status • proved t �,i? /9 'Approved by DBPR.Approvals by DBPR shall be rex/le DM ratified by the POC and/or the Commission If necessary. OVn�y eIke Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 2231: druark@pgtindustries.co Authorized Signature Jens Rosowski I� jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com • Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL • Referenced Standard and Year(of Standard) Standard Vear TAS 201.,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/25/2017 Date Validated 10/16/2017 Date Pending FBC Approval Date Approved 10/26/2017 http://www.floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVXQwtDqsTO4p5WuWRU... 5/3/2019 i Florida Building Code Online Page 2 0 2 Summary of Products IFL# Model,Number or Name Description 245.1 CA-640(Non-Impact) Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R12 C CAC 17-0614.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2023 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R12 II 17-0614.12.odf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.2 ICA-740(Impact) Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in H .:Yes FL245 rte—r 614.14.pdf Approved for use outside ' "- :uality Assuranceiration Date Impact Resistant:Yes 04/11/2023 • I, Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance( *A) FL245 R12 II 17-0614.14.pdf for product performance information,anchorage details,and anchor -•e, Verified By:Miami-Dade BCC. ER size,and spacing information. .•. •.. - ird Party: Evaluation Reports Created by Independent Third Party: 245.3 ICA-5440(Non-Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 512 C CAC 17-0614.17.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R12 II 17-0614.17.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.4 ICA-5540(Impact) Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL245 R12 C CAC 17-0614.16.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/17/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R12 II 17-0614.16.pdf for product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: tTi ® echack IlS7 SecurityMetrics Credit Card Safe Q I II I I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTO4p5 WuWRU... 5/3/2019 II MIAMI DADS kit, MIAMI-DARE COUNTY CO 1fl7 a A ` ` 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.mi ami dad e.00v/economv 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 approv as •-- -. herein, and has been designed to comply with the Florida Building Code, including the 'igh Velocity Hun ane Zone.- DESCRIPTION: Series"CA-740"0.tswing Aluminum Casement Window-L.M.I. APPROVAL DO le'AI ►Y • : awing No. MD-CA740--LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12,with revision C dated 05/25/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. be.r.• s- Miami—Dade County Product Control Revision stamp with the Notice of --. .nee number and expiration .a e i - Miami-Dade County Product Control Section. MISSILE IMPACT 'i I G:Large and Small Missile Impact Resista, LABELING: Each unit shall bear a perm. - :i- - - -- • u acturer'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. TERMINATIONof 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 r its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0614.14 -1 MIAMI-DADE COUNTY APPROVED :;•-:: ;q ,n;;.;=.� � � r/1 Expiration Date: April 11,2023 Approval Date: September 14,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL Edgetm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0629.21) 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 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel PP.P. Product Contro Exam ner NOA No. -1,04'.14 Expiration Date: April 11,2023 Approval Date: September 14,2017 E-1 PGT Industries,Inc. !i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 56 Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,' signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21,issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window-L.M.I."approved on 08/11/16 and expiring on 04/11/18. 7Zak 1:;)/ Manuel P• P.E. Product Contro �s iner NOA No. -0614.14 Expiration Date: April 11,2023 Approval Date: September 14,2017 E-2 I ' 5!113'LAMINATED .�J 7116-LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK I GLASS STACK CASEMENT WINDOW VARIES. D FOR LARGE&SMALL .090' -OSIFOIA.Ve . Dg6•s(DBVKURAMv SEE SHE = -9 MISSIL ',PACT RESISTANCE 1)B•ANNEALEO BY -•RAY 3116'ANNEALED OR II AMERICA,INC. 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE AMERI • INC. HEATSTRENGTHENED GLASS 3816-ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 25.476'MAX.0.C. WIDTH IS 118 'AN p GLASS I -HEAT-STRENGTHENED VELOCITY HURRICANE ZONE(HVHZ). EXTEFUOR 0 GLASS • EXTERIOR o GLASS UNDER 33.476"(HEAD&SILL <71 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4'MAX. REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE I ,—..--B,SEE SHEET 2 GLA'•'BITE OUTBOARD LITE(CAP)MUST TEMPERED. \ I 35 11/16"GLASS BITE 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS I i` © ,%//////•I\ © ,%//C%/I COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR r—'—- j---'--'--'--'—'—"`—'---' EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS J 1I\ 12' © ©' ® 0 - AND-CONCRETE WITH MIN.KSI-PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. A A,SEE O. .• 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1XLL \ SHEET2 y GLASS TYPE 1 GLASS TYPES2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED — \ 1 7/8'NO 710'NOM. .T�II.— DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR \ 6"MAX. GLASS STACK 0/18'LAMINATED GLASS STACK I GLASt B�TACTED GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION O.C. GLASS STACK IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. \ Mr ANNEALED GLASS HEAT-ANNEALED OR 6. 7116'AIRSPA III .OW'TROSIFOLmPVB 1fA•AIRSPACE IIIA HEAT-STRENGTHENED GLASS USE ANCHOR 1 BY KURARAY ��II 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VIS LE — — PAIR AT EACH 110•ANNEALED OR ' AMERICA,ING 3f1 6 ArdNEP1.EO 1 .090"SGQ BY KURARAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LI q JAMB IF TEMPERED GLASS GLASS IIII AMERICA,INC. TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEI HT — HEIGHT IS v13•ANNEALED Q 3H6-ANNEALED OR THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DL ) I 26'OR OVER GLASS HEAT-STRENGTHENED GLASS EXTERIOR EXTERIOR •-� SEALINGJFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION 1�� I—�SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE / Ii!!JI11, ' 1��INSTRUCTIONS. HEIG T ® 11116'GLASS BITE 11!76"GLASS BITE 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ( / /////I �_•�///////I\ NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED / 0 0 ® 0 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ) 7)DESIGN PRESSURES: I/ GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, /I 7/8'NOM. _ f,_...... FRAME ANALYSIS AND GLASS PER ASTM El 300. GLASSSTACK B.POSITIVE DESIGN LOADS BASED ON WATERTESTPRESSURE,STRUCTURAL/ GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM 51300. B t ` C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 14-112' .O.C.IF IDTH IS 184•AIIiSPacE EAT-STRENGTHENED GLASS 4°MAX, .n! t 111 •090'SGS BY KURARAY 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 33.476'.OVER(H AD&SILL) 3!113°TEN,PEREO E -AMERICA,INC. 30"VISIBLE GLASS WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE - - I 3116'ANNEALED OR 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS OPENING(DLO) HEAT-STRENGTHENED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF TYP. ELEVATIO OF CASEMENT DOW EXTERIOR •�. I GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER a FA t1�� DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CODES/STANDARDS USED: 1 I1 11!16'GLASS BITE BUILDING CODE FOR CORROSION RESISTANCE. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 48 •2014 FLORIDA BUILDING CODE(FEC).5TH EDITION Id! 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON •ASTM E1300-04 0 —, //.4 NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND •ANSIFAF&PA NDS-2015 FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL. •ALUMINUM DESIGN MANUAL,ADM-2015 32 0 PRODUCT REVISED 3 complying with the Florida •AISI S100-12 Building Code TABLE 1: •AISC 360.10 GLASS TYPES 8&9 Acceptance No/ .o,14-j4..� L 1y1111111/1r7 5.war- Dee°w 1I el :: • s Sheet# ���` .(LYNN ''4 Revised By: Dole: Revision: r� , ON-• 21/ �i UPDATED ANCHORAGE By 'J i_ /r y C5/18°Lami(1/8 An-.090"PVB-1/8 An) 5 GENERAL NOTES 1 : .?.•'0,GEN4••. /.� JR 05/25/17 u CUPID .. Pro fo rI •.., LEVATION 1 po,„,,,, PERFBC 2017_2 7118°Lam)(3 • 'n-.r'r • ' 6 •.'P Revised By: Dote: Revision: GLAZING DETAILS 1 •• — 3 7/16'Lami(3/15 HS-.090°SG-3/16 HS) 7 — No.58705 1; ,k 4 718°Lami.IG(1/8"An-7/16"Air-1/8°An-.090"PVB-1/8"An) 5 INSTALLATIONY2 _*: . ASSEMBLY TUBE DETAILS 3 _ ® Description: Drown By: 5 7/8°Lami.IG(1/8"T-7/16"Air-1/B"An-.090"PVB-1/8"An) 8 ANCHOR SPECIFICATIONS 4 ='13 '. G 'Z it' GLAZING DETAILS J ROSOWSKI 6 7/8"Lam).IG(3/16"An-1/4°Air-3/16"An-.090'SG-3/16'An) 9 ANCHOR QUANTITIES 4 13 S A O L!/ 1070 TECHNOLOGY DRIVE 7 7/8"Lam).IG(3/16"An-1/4°Air-3/16"HS-.090"SG-3/16"HS) 7 DESIGN PRESSURES 5-9 O,c • A• Z� N. VENICE. FL 34275 Title: Dole: ASSEMBLY DETAILS/BOM 10 ..i '•.•.ORIG,I\''& 8 7/8"Lami.IG(3/16"T-114"Air-3116°An-.090"SG-3/16'An) 9 ., S ,'s (941) 480-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 7/8"Lam).IG(3/16'T-114"Air-3/16°HS-.090°SG-3116°HS) 7 EXTRUSIONS/SPACER 11 •yi/,SiONAL E 1\`\ pCTIN0UISHRIFS,INC Series/Model: Scole: Sheet: Draping No. Rev: PVB•=TROSIFOL®gVBBYKURARAY AMERICA,INC. A LYNN MILLER P.8. ALL RIGHTS RESERVED CA-740 NTS 1 OF 11 MD-CA740-LM C 'SG"=SENTRYGLAV BY KURARAY AMERICA.INC. P,E.#58705 CERT. OF AUTH. #29296 • INSTALLATION t OPTION 1 EDGE INSTALLATION INSTALLATION OPTION 4 INSTALLATION ANCHORS DISTANCE I 1 EDGE DISTANCE OPTION 2 II� INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORSDIRECTLY INTO METAL. AS REQUIRED PER PER ANCHOR 11111711 DIRECTLY INTO MASONRY. TABLE 3,SHEET 4© i EMBEDMENT REQUIREMENT r BUCK WIDTH Ak � �� 114'MAX ATTACHED TO % /�/ L ��i.. TYP.ANCHORWI FRAME SILL 1 r [411 Tim TYPE, IATTACHED TO 00 I t •I EMBEDMENT VENT SILL U '� © I f AND EDGE , lap O vy ���- 63® SELF-GRILLING �1 O DISTANCE PER ®® U� 0 _ SUBSTRATE, '1 ---ori r .t_ ,l 7--a~�!- SMS,SEE TABLE_ ®® 10J 0 - SUBSTR E3, , -la' O ® �`f �IF� I ��/ 3,SHEET 4. 11101111 � L SHEET 4. •Z 6\\11 FIE 111111r-- AWN M IJIl r t. IJ{11L ntt© II � 1EDGE, lEDGE DISTANCEBELOW OPERATOR ARM �� ��-. � DISTANCE ATTACHED TO O - �-= 0 ATTACHED TO VENT SILL � FRAME JAMB[ Ea �® EMBEDMENT �'�� MUDADE APPROVED LL ON,ALUMINUM, v, 111 i 1... - VISIBLE LIGHT WIDTH(DLO) 3 0 FOR SNUBBER REQUIREMENTS, JSTEEL FRAMING OR EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. 0 STEEL STUD. VENT JAMB I � 0 OPTIONALADDON WINDOW WIDTH „x,1{1„I FLANGE @ HEAD,- EXTERIOR SILL&JAMBS HORIZONTAL SECTION A-A WINDOW 0 SEE DETAIL EGRESS FORMULAS: HEIGHT JAMB Al,BELOW--.1---1 L_ `, , WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 NOTES: �..- _ r 0 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE ! NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 VISIBLE _� Wpm / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT 1 ANCHORS LISTED ON TABLE 3.SHEET 4. ; FOLLOW EMBEDMENT AND EDGE i ! / COMBINATION UNITS. / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: HEIGHT DISTANCE LIMITS.ANY INSTALLATION i (DLO) Zili BUCK OPTION SHOWN MAYBE USED ON ANY < �� 10"MAX.r ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 - INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 • -111 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10'MAX. III ATTACHED 2)ALL WOOD BUCKS LESS THAN 1.112" FROM EACH SIDE OF THE FRAME TO FRAME I ,I I / ASSEMBLY TUBE CENTERLINE. THICK ARE TO BE CONSIDERED 1X I I < SEE TABLE BELOW: ATTACHED TO[ Q+ JAMB INSTALLATIONS.1X WOOD BUCKS ARE / I ,I 1 I ` \ _ FRAME JAMB 0 OPTIONAL.UNIT MAY BE INSTALLED I I r �Tl.+il DIRECTLY TO SUBSTRATE.WOOD BUCKS �-{ �- 10'MAX. I Additional Anchors Required on each ATTACHED TO I ��`n'I ;r DEPICTED AS 2X ARE 1-1/2"THICK OR —�•SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT) L GREATER.1X AND 2X BUCKS(WHEN USED) VENT JAMB SHALL BE DESIGNED TO PROPERLY 1- [F. Window Anchor Type ..,.w I ; 0 TRANSFER LOADS TO THE STRUCTURE. i Width A B,C&D WOOD BUCK DESIGN AND INSTALLATION IG__L_1 �, 17"-25.9" 1 0 00 IS THE RESPONSIBILITY OF THE ENGINEER I a'� 26'+ 1 1 0 OR ARCHITECT OF RECORD.MAXIMUMUl. L jj1 ' 7- I- Window Anohar Type SHIM THICKNESS TO BE 1!4 ICI �\�7f��� Ii Height A B,C 8 D � �I 11(11 00 \ p I 17"-25.9" 1 0 ® � �= :iii ��t► D A:ILE 71..... , DETAIL 26"+ 1 1 PRODcomTREVIying with QEeDllorida AA ® �_=1JI j:ll Acte Building No u7'0614'.!4 OO II ice. IYI 1 `0‘11111/0,,,, Ex,"Talion Dote!]iS ,I .4 L--"T'., CIA J► lx WOODRevised Revision: 3 _ e.10- •� LYer Dote: NO CHANGES THIS ///„ r��7�e�1��� BUCKSTRIP, SON.•• �'�%� JR 05/25/17 'I�►� SEE NOTE 2. �'�.•'•UC (� SHEET. :Ni ms...,. .'pstd_tsci C9@gTgl THIS SHEET. n . �1 Q: it/ r Revised By: Dole: TYP.ANCHOR TYPE, i� 1/4"MAX SHIM =*: No.59705 *= Revision: EMBEDMENT AND EDGE ®� - _ DISTANCE PER SUBSTRATE, ;-971 /t _ ® Description: Drown Dy: SEE TABLE 3,SHEET 4. '• EMBEDMENT %1) 4( 7 ,:'(� CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCH�- ---,..19.,' 4( ST TC �/: 1070 TECHNOLOGY DRIVE Title: Date: INSTALLATION REQUIREME , ',"....DP.•'' \?� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 OPTION 3 ��� �,SS �G. (941) 490-1600 i INSTALLATION ANCHORS ` ED -DISTANCE '"r,'ONAL Et\\`' GDPYRIGHT02011 . iiii11111t PET INDUSTRIES.INC. Series/Model: Boole: Sheet: Drowing No. Rev: f THROUGH 1XBUCKSTRIP VERTICAL SECTION B-B A.LYNN MILLER P.E. ALL RIGHTS RESERVED CA-740 NTS 2 OF 11 MD-CA740-LM C I INTO MASONRY. P.E.A 59705 CERT. OF AUTH. #29296 _ 1 I 1 CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED no complying with ttto Fide �— 10',SEE NOTE 7,THIS SHEET — - Building Code FIGURE 1: 71__ �Nf A certnnce No I -O-��{•, � T—N— — _ FIGURE 2: 740 SERIES�� �� II[ Enpir�tioa.Dote .Ti , / • /� AWNING __ By I ���.oc /2\ —WINDOW' `-' ;Mi-ni..�>Wallet r , / /C I C \ I 1_ HEIGHT WINDOW //� //W '1 /> / ASSEMBLY ME �' _-_ , / \/ / 10",SEE NOTE 7 1 O TUBE I FRAME ASSEMBLY TUBE NOTES: \ \ / �� Ii _ THIS SHEET \ 1)DIMENSIONS SHOWN ARE --- - —---- 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH. k �'' _ I / —CASEMENT—� i N. INDIVIDUAL WINDOW.FOR SIZES NOT O 1 WINDOW / SHOWN,ROUND UP TO THE NEXT WINDOW �� .4- WIDTH 4 WIDTH / ' Z _ AVAILABLE WIDTH OR HEIGHT 2 740 740 — E I DIMENSION SHOWN ON THE TABLES. W 'U SERIES FRAME SERIES / 1 CASEMENT ASSEMBLY CASEMENT / I FRAME 2)ANY 740-SERIES PRODUCT 0 o °' WINDOW TUBE WINDOW Y ASSEMBLY—_ (CASEMENT,AWNING OR FIXED Z o _ ►E TUBE CASEMENT)MAY BE ATTACHED TO < J J o` THE FRAME ASSEMBLY TUBE.FOR I - / __ `740 SERIES �I / ALL WINDOWS,USE THE WINDOWS 0 _ - FIXED WINDOW — / - NOA FOR ANCHORAGE,SIZE AND 'cam p W •J =III \I / �"- DESIGN PRESSURE LIMITATIONS. •"5'Z a Q ..0 IL 'SEE PRODUCTS NOA FOR / 3)ALL WINDOWS IN THE . 11J 1 ct j m m �� / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO Ca Q "' 740 SERIES CN D CASEMENT EXTERIOR �� �� _ INDIVIDUALLY COMPLY WITH THE / REQUIREMENTS OF THEIR > co WINDOW / / I RESPECTIVE NOA. CV p ?-• QO °'1--• I � J �Z \ / 740 SERIES III 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE o 0 o ii 0 co Z FASTENED TO WINDOW,AS SHOW IN _ _ I __ I AWNING ��r� 1 CASEMENT W FOR SINGLE UNITS: WINDOW / WINDOW DETAILS,WITH MIN.#12 X 1'SHEET Y Y MIN.#12 X1'SMS LLLLJ�IJ���IJJJJ �(t3LJ METAL SCREWS.USE THE SAME CO CO 1- 1)DETERMINE YOUR WINDOW SIZE I SPACING AND QUANTITY AS THE Q Z THROUGH OPPOSITE FRAME MEMBERE . 11.1 N- AND GLASS. INSTALLATION HOLES I�l r FRAME I -03, ASFSEMBLY ',•0 0 o 2 W 2) Fit •3� ASSEMBLY --Nil TUBE 5)THE FRAME ASSEMBLY TUBE MAY m diA D SUBSG ATE. ATERMI TYPE _tNOT EXCEED 62'IN LENGTH AS USED y c rt n2 Q .2UAND SUBSTRATE,DETERMINE TUBE ( LLu_ 3YOURANCHOR GROUP FROM MIN.#12 X INA 63'FLANGED WINDOW)OR BE o�uarr, l MIN.#12 X L , USED IN TEE OR CROSS 1:..'U `^ TABLE 3,SHEET4. i I "� 1'SMS 1"SMS ��l� � 740 SERIES —3.r�� THROUGH CONFIGURATIONS. 3)FROM SHEETS 5-9,FIND THE SIIft THROUGH CASEMENT INSTALLATION II 'I INSTALLATION — 6 THE FRAME ASSEMBLY TUBE IS Z N SHEET FOR YOUR GLASS TYPE. J � WINDOW HOLES ) ® n FIND THE PRODUCTS DESIGN HOLES NOT REQUIRED TO BE CLIPPED TO o v o,11 N 740 SERIES 740 SERIESTHETHE SUBSTRATE.ALL EXTERIOR t","":2'sLS PRESSURE FROM THE TABLE CASEMENT EXTERIOR FRAME CASEMENT 1 JOINTS TO BE SEALED BY INSTALLER. e ± LABELED"DESIGN PRESSURE WINDOW n ASSEMBLY WINDOW ( 740 SERIES o x` 5 (PSF)FOR SINGLE WINDOWS,ALL v TUBE EXTERIOR , EXTERIOR , FIXED 7)FOR ALL COMBINATION UNITS, Er c a a ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS 2 Z-."--,16.:E p HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED > 4)DIMENSIONS SHOWN ARE III III THROUGH THE WINDOW FRAMES AT • r`Z TIP-TO-TIP.FOR SIZES NOT • 10"MAX.FROM EACH SIDE OF THE - 0 SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-0 VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE,SEE TABLE BELOW: \ 1 1'"'1 r DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4, ��0,11.'1'1,1/2 � 7j�i, NY LYNN ,� TABLES. Additional Anchors Required on each �N �Q•,.••••^•. �/ 5)USING THE TABLE LABELED 2)FROM SHEETS 5.9.FIND THE SHEET FOR YOUR GLASS TYPE. Side of the Frame Assembly TUbe(WI) `�_'�.•' �1GENSF-'•�(� -- "WINDOWANCHORS REQUIRED' t- Window Anchor'Type Q': •-.� 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR"DESIGN LL No.587D5 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS Width A B,C&D _�. THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. i 17"-25.9' 1 0 - //(; - NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > 26"+ 1 1 �'t1 -` 6 JAMBS OF YOUR WINDOW. Window _ Anchor Type % ()'.• S T .((7�` 4)USING THE TABLE LABELED"WINDOW ANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF Height COR10P-. 6)INSTALL AS PER THE LL 9 A B,C&D Z� YOUR WINDOW. I� �( INSTRUCTIONS ON SHEET 2. E 17"-25.9' 1 0 �s3/ (\A�� 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE = 26"+ 1 1 77A7 � F E SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). P.E.#58705__ _ __L_ • TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations iYRODT1Cf REVISED Window Width 5n) C under 23" 25.15/76' 27-3/4' 30' 331/2' 35' • wwmplym5 witbI the_0FltriAo Glass Type: Brdidiog Cndt 614 14- 37' Accclnnnce No 7 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group PVB SG (;xpirtien Bate . A BCDABCD AB CD ABCD A B CD ABCD A B CD (Types 1,4 8 5) (Types 2,3 869) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ B3" 12'max.from �'Y under 23' Jamb Ione 'iisni OA.:Prodlot Cun-.ua.l/1 Head/Sill 2 2 2 2 3 2 ' 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 a and each end&30" T.; fess Requin=_d max O.C. 2515116' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 12°max.tom 12"max.from 38318, Jamb 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4_ 4 6 4 4 4 Gig each end&30" each end&30' e Q Head/SIII 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 max O.C. max 0.C, 48' Jamb 6 4 4 4 B 6 4 4 8 8 4 4 8 6 4 4 B 6 4 4 8 6 4 4 8 6 11 4 - ---'--- ---� --- ------Head/Sill -2 2- 2 2- -3 -2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 'PVB`TROSIFOL®PVB BY KURARAY AMERICA,INC. ,J 56518° Jamb B 6 4 4 8 6 4 4 8 6 4 4 8 B 4 4 10 6 6 4 10 8 6 4 10 B B 4 'SG"=SENTRYGLAS®BY KURARAY AMERICA,INC. w O Head/Sill, 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 J g �„ Jamb 6 6 8 4 10 8 6 4 10 6 6 4 10 8 6 4 12 a t3 4 12 8 6 4 12 8 6 4 SAMPLE CONFIGURATIONS: ¢ z°a Hec• 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 (� �" Jamb 10 6 6 0 70 6 f) 6 10 B 8 6 12 B 6 6 12 B 6 6 12 8 6 12 8 0 8 - ;.� 0 0,5 .a HeadlSlll 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 �•• %� `• 72° - • 10 e 6 B 12 8 6 6 12 B 5 8 td B B 8 14 8 6 8 14 8 8 14 % ., X- `X� <X, O /,� I- J Q� HeadlSlll 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 �� �•� ' Q )., t `-" Jamb 12 B 6 6 12 8 8 6 14 8 I! 6 14 10 B 8 14 10 8 6 14 10 B 8 14 10 B B ❑ i-- C 76' Head/SIII 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 ` ° a i-•- Q Jamb 12 B 8 8 14- 10 B 6 14 10 0 8 16 10 8 6 16 10 8 6 x) ' = Z Q �• HeadlSlll 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 '•% 0 0 ? W d' 1)USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP. (.... CV Q 0 2)FOR SIZES NOT SHOWN,ROUND L/P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ;X�•• 0a- r• 0 }? TABLE 3: N co Z Q °'}-' Min. Min. Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16"HEAT-STRENGTHENED, . i 1 •• 0 _Z Min \X, O Xi X,, /X1, :! Lp u CO < `uI Group Anchor ' Substrate Edge C.C. Em Motu Plate LAMINATED GLASS,1/4'MASONRY ANCHORS INTO CONCRETE,+70/.85 PSF DP REQUIRED o° O o O w z Distance Distance Required? / t• CL S.Pine -5/0' 1• 1-3/B• No CASEMENT ANCHORS: ` Y Y }• steel aids(GS) 6083-15 Alum. 3/8' 5/8' '083 No A)FROM TABLE 12,ANCHORS C&D ALLOW A DP OF+70%90. (n (n 1- I- 412, O A38 steal 3/8' 55/8' .050' Na AS NOT Z �, A A653 Stud.Gr.33 318" 6l8• .045',20 Ga. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE \r ALLOWED Q Q „Q Lu 8.Floe S8' 1• 1-318• No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. WITH /'\ �', Q= W o 014,areal SMS 105) 6063-T5Akxn. 3/8' S8' .083 No FRAME �S•'"J y or 014,410 SS SMS A36 Stool 3/8- S8" .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. ASSEMBLY m 0 E 0 h Z C w U A853 Stud,Gr.33 3/B' 5/8' .045',20 G. No TUBE u =Q a 2.8%Concrete 2-1/7 4' 1-316• No 0)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL 1 ' o` ' ea Q '5.0 en, B 114'steel Ukracon Hollow Block 1' 6' _ 1-114' No Hollow Block 2-1 - E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. ,n 1/, . ':con •••^•--7-r; 1' 6' 1-V4° Yes >,n C 114•410 SS 3.358 Concrete 1" 5' 14/4' No CroteFlex Hollow Block 2-117 5' 1-114• No F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY s. )♦ "'o ssi N TUBE SIDE OF THE AWNING(HEAD&SILL). 10'►r10' n e a es 012,steel SMS(GS) 8063-75 Alum. 310• 5/5' .0713° Yes 4" �' 4" p m g e '_ or 012,410 SS SMS A38 Steel 31B' 5B' .050- Yes FIXED CASEMENT ANCHORS: H 4'.f 4"ha Z w o_u __ _ wZ I.. , A853 Slud,Gr.33 3/B• SB' .045•,18 Ga. Yes A)FROM TABLE 11,A 34'X 61"FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF �Iil i S.Pine 5/B" 1' 1-3/8" Yes +70/-90 USING ANCHORS COR D. I - -- --- III L w d o 414,steel EMS(GS) 6063.75 Alum. 3/B' SB' .0713' Yea; o °: or 014,410 SS SMS A38 Steel 3/0' S8' .050• Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE O Z A653 Stud,Gr.33 3/8• 518• .045•,10 Ga. Yes ' DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX II f v 0 2.85k Concrete 1' 4' 1-3/4' Yes ANCHOR. x1111 11 111/1 r 10.6° Ill / 10.6' ‘001111//,,, NY LYH 1/4'steel Ultlacon 2.8%Concrete 24/2" 4' 1-3/8" Yes `\� A/ /1/ ,/,Block 2-1/2• 5' 1.114' Yes .x'00,.......,!Y.4 // C)FROM TABLE 2A,6 ANCHORS ARE REQUIRED IN EACH JAMB. / Filled5kBlock 2-1/2' 4' 1414' Yes - I 11 / 'I `.. •,' `1 a8F•,.ee �i 3.35k Concrete 1' e' 1al4' vee N 114.410 S6 - D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 6r CrotsFlex 3.35k Concrete 24/2" 6• 1' Yes 1410�3' Hollow Block 2-1/2' 6' 1.114• Yes E)DISTRIBUTE ANCHORS FOLLOWING \ ' * 3.5k Concrete 1-1/4' 5' 1-314' No Material Min.Fr MM.F. II GUIDELINES FROM ELEVATION ON SHEET 1. 5/16'steel Ultmcon Hollow Block 3-118' 5' 1-1l4' No IU - ' Feled Block 2-112' S' 1-3/4• No Steel Screw 82 ksi 120 851 \ 6 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF F)PER RULES ON SHEET 2,INSTALL 1 410 Screw 90 kai 110 ksi + i� 7 I }i 1 ADDITIONAL ANCHOR ON THE FRAME Elea Ultra Con® 155 kai 177 Its! 1 I I ,41,,,..' s 4(/� THE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER I I. = === SII 4° t �ORIDP,.•' FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. ASSEMBLY TUBE SIDE OF THE FIXED 410 SS Elco CreteFlexe 127.4 Ind 189.7 ksi 4° _ � — _ — i�sS ,,,, `G\�� - 2)ANCHOR MUST EXTEND A MIMI MUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. CASEMENT(HEAD&SILL), 6083-T5 Aluminum 18 kst 22 ksi I '� ,O E```` 3 ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A36 Stool 38 lad 56 ksi P8• I 13'►� 13' I t 14/1111110'aL 11 Gr.33 Stool Stud 33 ksi 45 ksi 34' �'il A.LYNN MILLER,P.E. 4)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. . P.E.P 58705__ • • (3, -/--- 7D/_... 70, / ., 9-N FOR GLASS TYPES: TABLE 5: ED 1)5/16"LAMI(1/8 AN-.090"PVB-1/8 AN) PIiODU07'REY1(Lorin/kb Lo - Design Pressure(ps0 br Single Windows,All Anchor Groups as cldin0 ingwith[LoP- 4. 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Building Cede " Window Width Acc pt/m.14o I -b- 4•-4- under 23" 25-15/16' 27-3/4' 30' 33.112' 35' Wal0 °PVB'=TROSIFOL'5PVB BY KURARAY AMERICA,INC. Gr:cation D°e,+:��� q2' under 23' +70/-90 *70190 +70/-90 *70/90 +70%90 +70/-90 +70/-90 kip , Ci.. 'I ' ' , 25-15/18' +701-90 +70/-90 +70/-90 +70/90 +70/90 +70/40 +70/90 Miami'a'EProduct , 383/8' +70/-90 +70190 +70/90 +70/90 +70190 +70/-90 +70/-90 WINDOW 48' +701.90 +701-90 +70/90 +70/-9O +70/-90 +70/90 +701-91 HEIGHT 60.518' +70192 +70/-90 +70/-90 +70/90 +70/-90 +70/90 +70-89.2 (� i 80' +701-95 +70/-90 +701-90 +70/-88.5 +70/-00.8 +70/-77.7 631 +701.90 +70/-90 +70/-90 +70/-84.3 +70/-76.5 +70/-73.7 --ii+70/-70.1- __....1 WINDOW ------ WIDTH � *701.93 +701-07,2 +70-77.7 +601-71.5 +601-62.4 +601-60.9 3 CO Or 76- -- ° +701.92 +701-04.6 4701-75.7 *197.3 *1-58.9 +1-+1-57.2 +I-55.6 SEEWINDOW SHEETS ANCHOR 1 8 4 FOR J W 84° +70/-62 +70/-80.4 +70/-71.3 +60/-82.1 +/-54.2 LOCATIONS AND QUANTITIES. CO >- (/) =v• U • ❑ (00 'a❑ H Z J o` TABLE 6: Q ' r ..a 5 CO =- Design Pressure(psi)Tor Windows Attached to a Vertical Frame Assembly Tube >a_ C) --I LL Q - O Ce li in Window Width a W W v under 23" 25-15/16" 27-3/4" 30" 33.1/2' 35" 37" h N D. ❑ "' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group r. ZZ w > Tn Ill A B C D A B LC&D A 8 C&D A B CSD A B C&D A B,C&D A B,C&D N o EK 0 °oz under 23" +70/-90 +701-90 +70/.90 +70/-90 +70/-90 +70/-90 +70/.90` +70/-90 +70/50 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 g O ,CD (Cj) Z_ 25-15/18"• +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-93 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 C/) § W 38378" +70/-90 +701-76.4 +70/-90 +70/-90 +70/-84.5 +70/-90 +70/-90 +70/-79 +70/-90 +701-90 +70/-73 +70/-90 +70/-90 +70/-81.8 +70/.90 +70/-90 +70/-78.3 +701-90 +70/-74 +70/-90 Cl) w CE I- A 48" +70/-76.2 +/31.1 +70/-73.1 +70/-90 +/-87.5 +70/-90 +1. +70/-90 83.1 +70/50 +70/-90 +1-58.4 +70/50 +70/-80 +1-654 +70/-83.9 +70/-90 +/326 +70 c 1-9D +/-59.2 +701.90 i D- W 50-5/8" +70/-723 +/-57.9 +/-69.3 +701-90 +1-64 +701-90 +70/-90 +/-59.9 +70/50 +70/-90 +1-55.4 +701.88.7 +70/-90 +/-62 +70/-79.5 +70/-90 +/-59.3 +701-90 +1-56.1 +70/.89.2 m 0 Cl) a z 2w t; 80" +/-61 +/-48.9 +/-58.5 +70/-90 +1-54 +70/-86.6 '+70/-90 +/-50.5 +70/-81 +70/-90 +1-46.7 _+70/-74.9 +70/-88.5 +/-523 +/-67.1 +70/-80.3 +/-00.1 +70/-77.7 +/-47.4 +70/-74.3 E O .O ;FL(n y U 63" +1-58.1 +/-46.5 +/-55.7 +70/-88.7 +/51.5 +701-82.51 +701-90 +1.48.1 +70/-77.1 +70/-90 +/-44.5 +701-71.3 +70/-84.3 +/-49.8 +/-63.9 +701-76.5 +/-47.7 +70/-73.7 +1-45.1 +70/-70.1 • > ce a Ix W "< 1.2 a -o o 8 i O /i • TABLE 7: FRAME Design Pressure(peg for Windows Attached to a Horizontal Frsme Assembly Tube T 10'MA)C ---1 I.- ASSEMBLY TUB TUBE [1,11.11:® o N o *4 �r, }r7� ti Window Width WINDOW FRAME c0 R s under23'251516' 27314' 30' 33-1/7 35' 31' 0 4 I 0 9119y • HEIGHT ASSEMBLY WINDOW 0 2 S Anchor Anchor Anchor Anchor TUBE ao Group Group Group Group Anchor Group Anchor Group Anoher Group HEIGHT =tj v s' 4 All At All All A B C&D A B C80 A B C 8 0 10"MAX. 1 N rwv§3@ o under 23'.+701-90 +70192 +70-90 +70/40 +70-90 +70157.6 +70190 +70/90 +70/53.9 +70-90 07090 +701-79.2 +70140 . 0>°,' Ra - ADDITIONAL 25-15116' +70/40 +7040 +7040 +70-90 +70-90 +70-90 +70140 +70/-90 +70/-90 +70-90 +7057.6 +7040 +70-90 ADDITIONAL WINDOW _ o Z W 36-318' +70/-90 +70190 +7090 +70.90 +70-90 +70/40 +70/90 070/-90 +70/-90 +70190 +7058.0 +70/-90 +70190 ANCHOR WIDTH '^ ANCHOR E 48' r+70/-90 +7043 +70-90 +70-90 +7040 +7090 +70/40 +7040 +7040 *7040 +7090 *70-99 +70150 (4),IF RED. (4),IF REQ. f 50510' f+70/93 +70-90 +7090 +70/-90 +70/-90 +70.80 +70/40 +70/-90 +7090 +7040 +70159.2+7059.2+7059.2 I WINDOW LOCATIONS AND QUANTITIES.SEE SHEET �\NDOW ANCHOR �\tt1,11 ilt 1/y//i i; 60' 1 +701-90 +7043 +70-90 +7058.5*70143.6+7050,6+7050.9 +70-77.7+70-77.7*70/-77.7+70/-74.3+70/-74.3+70-74.3 --1 WIDTHI. 3 CATIONOR ADD ITIONALA SE `� �pN�LYN!(I�j ���� 57 • +70-90 +70.93 +7090 +70/54.3+70/-76.5*70-78.5+70-76.5 +70/-73.7 +70-73.7+70/-73.7+70/-70.1 +70/-70.1 +70/-70.1 REQUIRED FOR THE FRAME ASSEMBLY . 0a'C.••'°•1,\CEM•••.�� 77 +7040 *70/57.2+701-77,7+70-71.5+65/-62.4+6052.4+60/52,4 +6W-60.9 +60150.9+60/40.9 +/59.3 +1-59.3 +/-59.3 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR TUBE. Qs;' '�� 76' ,+70/90 +7054.6+70/-75,7 +/57.3 *156.9 */-50.9 +/58.9 +/57.2 +1-57.2 */57.2 +/55.6 +/55.91 41-55.6 LOCATIONS AND QUANTITIES.SEE SHEET - No.58705 1 84' +70-90 +7050.4+701-71.3+6052.1 +154.2 +154.2 +154.2 - - 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY _ • TUBE. -A 6 1115.- . -....,„.-•OF. P',.. _�: ••. °RIO ••. N ._ NOTES: _` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. .,,,,,s.c., /SS�NAL�\\�`\ 1 :77 12)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A/LYNNMILL05 P.E. I • P.E#58705 ____ • FOR GLASS TYPES: TABLE B. 2)7/16"LAMI(3/16 AN-.090"SG-3/16 AN) PRODUCT REVISED - Design Pressure(ps1)j for Single Windows,All Anchor GroUps as complying wrth the Florida Window Width 'SG'=SENTRYGLAS°BY KURARAY AMERICA,INC. Accept ncr:N Aosapraa�z�dc / -1.-(19..1.-1- Window _under23' 25.15116" 27-314' 30° 33-1/2' 35' 37' PI rimrion Da1c A.I,.-u-t.202` '- under 23"�J +90-130 +90/-130 +90-130 +90-130 +901-130 +90.130 +901-130 1-11 r. 7 WINDOW -tiliuni•ate'Froduc'Cy. Sf, 25-15/10 +901-130 +901-130 +90/-130 +901130 +904130 +90-130 +904130 HEIGHT V" 36318" +801-13D +g0/-130 +901-130 +901-130 +901.130 190-130 +80_130 , 48' ' +90-130 +901-130 '+90-130 +901-130 +90.130 +90-130 *90-130 I i xg 505/B" +90-130 *901-130 +90-130 +90/-130 +90/-130 +90-130 +90-130 _,„„..I WINDOW 1...,_ .0 ! 60' +90/-130 +90/-130 +90-130 +901-130 +901-130 +90-130 +90-130 WIDTH -- 63" +901-130 +901.130 +90/-130 +901-130 +90/-130 +90/-130 +90-129.8 SEE SHEETS 1&4 FOR - -- - WINDOW ANCHOR IL) 72° +90-130 +90/-130 +90-130 +904130 +90/-129.1 +90-122.5 +90/-113.8 LOCATIONS AND QUANTITIES. (1J O 76" +90-130 +90/.130 +90-130 +907-130 +901-124.1 +90-116.7 +90-107.8 J LU d 84" +901-130 +90-130 +90-130 +901-130 +90/-118.4 GO i2 2 d ti �0 0 Z_ 2 oM TABLE 9: < r Design Pressure(psi)ler Windows Attached to a Vedleal Frame Assembly Tube • o 0- Ur ! _l O z` d 0 Window Width IX F- 1 under 23" 25.15/18" 27.314° 30' 33.1/2° 35" 37" d Q N Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1,- N A B C D A B C&D A B C&D A B C D A B C D A B C D A B C D w co under 23" +70/50 +707-90 +70/.90 +70/-90 +70/-90 +70/.90 +70150 +70/-90 +70/50 +70.90 +701-90 *70-99 470/-90 +70/-90 *707-99 +707-90 +70/-90 +70/-90 +70/-90 +701-90 +707.90 +701-90 +7aS0• +701.90 +70/.90 +70/-90 N O ( Q e Z 1 $ 25-15/16" +70/50 +70/-90 +70/-90 070-90 +701-90 +70/-90 +70/-90 +70.90 +70/-90 +70/-90 +707-90 +70.90 +7x-90 +70/-93 +701-90 +707-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +79150 +70/-90 +70/-90 +701-90 0 In ::CO 0 r% j 38-318° I +70/-90 +701-76.4 +70750 +70/-90 +70150 *70/-9D +70/-90 +791-90 +70/-90 +791-90 +701-90 +70/-90 +70/-90 *70/-90 +701-80 +70/-90 *791-90 +70-90 +70/-90 *70/-90 +70/-90 +70/.90 *70/-90 *701-90 +701.90 +70/-90 o O o O � _Z 48° +70/-78.2 +/51.1 +70/-73.1 *70150 +70/54.4 +707-90 +70/-90 +701.78.9 +701-90 +70/50 *707-73 *707-90 +70/-90 +707-90 +707-78.5 +70/50 +70/-90 +70/-90 +701.75.1 +70/-90 +70/.90 +70/-90 +707.82.9 *701-90 +70/.90 +70750 Y Y LU 50-518" +70/.72.3 057.9 +469.3 +70/53 +70/401 +70-9_ +70-90 +70474.8 +70/50 +70/50 +159.2 +7x58.7 +70/-93 +70/.90 +707.74.4 +70/.90 +70/50 *70-90 +701.71.2 +70/50 +70/.90 +707-90 +70/.78.6+70/59.9 +707-90 +70150 co co 0 I- 44 60' +151 + 8.9 +/-58.5 *70/5 15 0 +467.5 +706.6 +70140 +153.1 +701-81 +70/-90 +758.4 +70/.74.9+70/49.8 +70/.90 +7.828 +70/53.9+701.80.3 +701-90 +150.1 +70/40.2 +70/.90 +70/-90 +1-68.3 +70/-75.9 +70/.90 +701-90 t1L.ZLI c4 63' +158.1 *7.46,5 +/•55.7 +701.88,7 +/-84.3 +70142.5 +701-93 *740,1 +70/-77.1 +70/40 +755.6 +70/-71.3 +70155.3 +70/-90 +7-59.8 +707.79.9+70/-76.5 +70/-90 +/-57.2 +70/-78.4 +70/-90 +701-90 *153.1 +701-72.3+70/48.5 +701.90 0 0 Z .N- I m•co m a(1) U)( n a °Q C0 w 1 • FRAME •0 O ''S U 1 10'MAX. _.....i I-_ ASSEMBLY •+ Ce c Ce ,LLI Q .9. i T I TUBE -0 0 -3 0 0 r=1) TABLE 10: - T i II DesIgn Pressure(pst)br Wmdows Attached to a Hor@ontal Frame Assembly Tube WINDOW ur '09. i HEIGHT 'FUME) O N b VI 1 Window VYdth WINDOW FRAME u n m ASSEMBLY order 23'25-1'W18' 27.314' 30" 33-112' 35' 3T HEIGHT � o�i o�6j t Anchor Anchor Anchor Anchor TUBE WINDOW I v ADDITIONAL Jo m§t V�L� i cc Anchor Group Anchor Group Anchor Group f� ANCHOR Zt''`r SY a 1 Group Group Group Group WIDTH t(iiiii, =u All Al All 0O A B C 8 D A B C&D A B C 8 D 10'MAX. (4),IF REO. F v$ro I rntler23' +791-90 +7914D +70/40 +701-9D +70/50 +7047.6 *70/50 +70/-90 +70/5 0-9 3.8 +70/50 *70 +70/-79.2 +70/-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR ADDITIONAL O z d U 25-15118' +70/40 +70/-90 +70490 +70/50 +7x50 .+70/40 +70/-90 +70150 +70/-90 +7x-90 +70157.6 +70/-90 +704-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38-318' *70/•90 +70-90 +70/50 +70/50 *70/-90 +7x-90 +70!50 +70490 +701-93 +70490 +70/40 *70150 +70/-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS e, 48' *70/-90 +70/-90 *707-90 +70/50 +70/-90 +70/-90 +70/-90 +7x50 +707-9D 07050 *70/-90 +70/-90 +70/40 REQUIRED FOR THE FRAME ASSEMBLY 11,,1 r t I r t f 50-9/B" +70/-90 +75.90 +70/-90 +70150 070/-90 +70/-90 +70/-90 +7x40 *70/-90 +70/-90 +70/-BD +70/.90 +707-90 WINDOW I TUBE. %�‘11NY LYN7yA1�/,, - 60" +70/.90 +70/-90 +70/-90 +70/40 +70/-90 +70/-B0 +707-90 +70/40 +707-90 *70/-90 +701-90 +701-90 +70/-90 WIDTH F'r- `�s% ��,•••"'••• '✓// i 83' +791•BO +70/-90 +70/-90 +701-90 *70/5D +7a5D +70/-90 +7x40 +70+93 +70-90 *70/-90 .70/-90 +70/-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ` �'• .,...:.C.. CEN$- •l`tC� 72" *701-90 *757-90 +7x40 *701-90 +70/.95 +75750 +70/-90 +70/50 +70740 +70/-90 +707.90 +70740 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET 'c - 75' +70/-90 +70-90 +70/50 +70/-90 +70/40 +70/40 +701-90 +7x50 +70/-90 +7x-90 *707-90 +70750 +70-90 3 FOR ANY ADDITIONAL ANCHORS _* No.58705 1.,...s..._ 84" +70/40 +70/-90 +70/50 +70/-90 +707-90 +70-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY = • TUBE. -.•1:1 . ;-p 0�•.. 5 AT OF ,• ((7 �. FCORIDP.•NG\�� _ NOTES:)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ,/7// I�NAL "..,%\‘‘s 1 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Al/ .Etc 58755 P.E. P.E.#58705 • 2n,22,po.aC • FOR GLASS TYPES: • TABLE 11: 3)7/16"LAMI(3116 HS-.090"SG-3/16 HS) PRo 017Ci REVISED Pressure(psf)far Single Windows,All Anchor Groups as cempiying with thaw Fkaida 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Building Code Window Width Acccptmtce 34o i 'CiPill'-14. under23" 25-15116' 27-314° 30" 33-1/2" 35' 37" 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) a+pira:iaoowe.imf11I1 .21)23 u7= +90/-130 +901-132 +90/-130 +90-130 +90/-130 +901-130 +90/-130 "SG"=SENTRYGLASWBY KURARAY AMERICA,INC. By i/�-' . i�ir 25-15/16" *90/-130 *90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 6Qinmt+ads Product Can 1 38-3/8" +90/-130 +90/.130 +90/-130 +90/-135 +90/-13.0 +93/-130 +90/-130 w 48' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 T 50-F/8" +90/-130 +9W-130 +90/-130 +90/.130 +951-130 +90/-133 +901-130 T k 0 g 60' +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 WINDOW 63' *90/-130 *95/-130_ /-90/r130_ +90/-130 +80-130 +90/-130 +90/-130HEIGHT - - _ __-__ __---M - 72' +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 _ co 78" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 WINDOW J Ll! 84° *90/-130 *90/-135 *90/-130 +90/-130 *90/-130 WIDTH co a • SEE SHEETS 1&4 FOR I- 1- aU WINDOW ANCHOR .o 0 0 LOCATIONS AND QUANTITIES. Z g o t TABLE 12• Q .. 0 CO v" Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube o a 0J Li_ Window Width z = a I- ii O under 23' 25-15/16" 27-314° 30" 33-1/2' 35' 37' UJ 0 H Anchor Group Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group Ns CV A B C D A B C&D A B C&D A B C D A B C D A B C D A B C D U U)L1-1 "!- under under23" *70/-90 +70150 +70r-90 +70%90 +7W90 *70/.90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +701.90 +701.90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-93 +70/.90 +70/-90 +701-90 +70/-90 +70/-90 +70/.90 +70/50 N 0 IY o o Z Y 25.15/16" +701.90 +70/-90 +70/-90 +70/-90 -+751-90 +70190 +701-90 +70/-90 +701-90 +70150 +70/-90 +70/-90 +75/-90 +70/-90 +70/-92 +70/-90 +70'30 +70190 +70/-90 +70'50 +70/-90 +701.90 +70/50 +70/90 +75/-90 +701-95 .0 O o co co Z 61 383/8' I +70/-90 +701-76.4 +70/92 +701.90 +70/90 +75/90 +70/-90 +70/-90 +751-90 +7W-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-95 +70/90 +75150 +70/-90 +70/-90 +70190 +70/-90 +701-90 +70/-90 +70/-95 +70/-90 *701-90 i48" +70/-762 +/-61.1 +701-73.1 +701.90 +70/-64.4 +70/-90 +70190 +70/-78.9 +70/-90 +70/90 +70/-73 +701-90 +70190 +70/50 +701-78.5 +70/-90 +70190 +70/-90 +75/-75.1 +70190 +751-90 +70/-90 +701-82.9 *70/92 +70/-90 +70/-90 2 R ()J = 50-5/8" +701.72.3 +/-57.9 +/-69.3 +70/-90 +70/-80.1 +70/-90 +701-90 +701.74.9 +70/-90 +70150 +1.69.2 +701.89.7 +70/95 +70/90 +70/.74.4 +70/-90 +70/-93 +70/-90 +701-71.2 +70/-90 +70/-50 +70/-90 +70/-78.6 +70/99.9 +70/-90 +75/-90 ci) (n ce 1- 60" */-81 +1-49.9 +/68.5 +70/-90 +137.5 +70488.6 +70/.90 +1-83.1 +751.81 +70/-90 +/-58.4 +70/-74.9+70199.6 +70/-90 +/-628 +70/53.9+70130.3 +701-93 +150.1 +70/-80.2 +70/90 +70/-95 +/68.3 +70/-75.9 +70/-95 +70/-90 Z 6 q_ 63" */-58.1 +1-46.5 *165.7 +70/68.7 +/64.3 +70/4625 +7W90 +/60.1 +701-77.1 *70/90 +1-55.6 +70/-71.3 *70/55.3 +70190 +/-59.9 +701.79.9 +701-76.5 +70/-90 +/-57.2 +70/-76.4 +70/90 +70/-90 */63.1 +701-72.3+70196.5 +70%90 0 0 r ms`f0 Cn of W `8Q FRAME u O Et O n cn \O �1 ASSEMBLY > o '""il.l < • 10'MAX. -- -S o` o 0 (..) rn TUBE TABLE 13: i Design Pressure(ps6 for Windows Attached tae Horizontal Frame Assembly Tube -y- WINDOW ® o'N N T HEIGHT sw Ill o 00 O ri Window Width WINDOW FRAME u"�'r°A I?E' under 23' 25-15116' 27-3/4" 30" 33-1/2' 35' 37° HEIGHT ASSEMBLY LUI o t o011 tR ± Anchor Anchor Anchor Anchor TUBE I WINDOW I_ ADDITIONAL z w B� Anchor Group Anchor Group Anchor Group -�'1 f ANCHOR = B Group Group Group Group WIDTH c°- z w 10"MAX. (4),IF REQ. \ .w-Z o 3 0 All All All All A B C&D A B • C8D A B CdD >O, under 23" +70/90 +TW-90 +70/-90 +701-90 *70190 +70/.87.6 +70190 +70/-90 +70/483.8 +701-90 +70/-90 +701-79.2 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR . p 25-15/16' +70/-90 +70/90 +70/-95 +70190 +701-90 +70/-90 +751.90 +70/-90 +70/-90 +751-95 +701.87.6 +70/-90 +701.90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET a Z 39.3/8' +70/490 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 *70/-92 +70/.90 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 (4),IF REQ. 3FOR ANY ADDITIONAL ANCHORS 48' +70/-90 +70/-90 +70/-90 +70/-90 +701.90 *701-90 *70/-90 +70/-90 +70/-90 +701-90 *701.90 +75/90 +70/-BD TUBE.REQUIRED FOR THE FRAME ASSEMBLY ``111 t'1 r 47 r/// s 55.5/8' +701.90 +70/90- +70/.90 +70/-90 +70/-90 +70/-90 +79/-90 +701-90 +70/.90 +70/-90 *701-90 +75190 +70/-9D WINDOW II~ ,‘,\ Gr1Y LYWLYNN /�,� g 60' +70/-90 +701.90 -+70/-90 +70/90 +701-90 +70190 +70/-90 -+7W-90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 WIDTH �� ��.•''�10EN$F �V'( .2 63' +70/.90 +7W-90 +70/-90 +7W-90 +701-90 +70/90 +7W-90 +70/-90 +70/-95 +70/-95 +7W-90 +70/-90 +701.92 SEE SHEETS 1&4 FOR WINDOW ANCHOR Q�' �� LOCATIONS AND QUANTITIES.SEE SHEET 72' +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701.92 3 FOR ANY ADDITIONAL ANCHORS ;*: No.58705 76° +70/90 +70/-90 +70/-90 +70/90 +751.95 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90REQUIRED FOR THE FRAME ASSEMBLY _ 84° +75/-90 +70190 +70/-90 +701-90 +70/90 +70/.90 +701.90 TUBE. 0.. S TEE /7-...:g.-7- -:-.. � NOTES: ///i/SIONAL E�N`'� • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYI(/)Iu)ILI dE,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.8.458705 .I 13-1e FOR GLASS TYPES: TABLE 14: F9LOD?-iCl'ttEVIyFd7 Design Pressure(psf)br Singe Windows,All Anchor Groups 5)7/8"LAM/.IG:(1/8"T-7/16r'AIR-1/8"AN-.090"PVB-1/8"AN) os cm-n{3 4*B with the Reside PVB TROSIFOLGPVB BY KURARAY AMERICA,INC. Accepts Coda Window Wldih Depilation Deo I r.„Q6 Id'- order 23' 2515116" 27-3/4 30' 33112' 35' 37" Ezpintioa DFle♦ ll�,I.24;23 r�� under23" +70/-95 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 Mj ami,..lion414,*I;r. ibtel /) 25-15/16' +70/-90 +70/-90 +701-90 +701.90 +70/-90 +75/.50 +70/-90 ll 38-3/8' +70)-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 rn 46' +70/-90 *70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-9D - 50-5/8' +701.80 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 0 A 60' +701.90 +70/-90 +701.90 +70/-90 +7W-90 +70/-88.6 +70-84.6 WINDOW 63' +70/-90 +70440 +701-90 +70/-90 +70/-87.2 +701.84 +70/-79.9 HEIGHT ---- - - 72" +70/-93 +701-90 *70/-88.5 +70/67,5 +60/-70 +60/-69.4 *6016i vi7.6 LUO 75 +70'-90 +701-90 +70/-66.3 +701.76.7 +80/-67.2 +60/-65.2 *60163.3 I WINDOW I m a V 84° +70/-90 *701-90 +70/-81.3 460/-70 +60/61.8 WIDTH cn SEE SHEETS 184 FOR H z V WINDOW ANCHOR . 03 th LOCATIONS AND QUANTITIES. LU 2 2 o TABLE 15: Q Design Pressure(pot)for Windows Attached to a Vertical Frame Assembly Tube - 0 (j) Window Width . 0 U R- Q e O under 23• 250 15/16° 27-3/4" 30' 33.1/2' 35^ 37° W E co Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group d 0 H A B C D A B COD A B COD A B C D A B C 0 A B COD A B COD r '- CO under 23' +701-90 +701-90 +70/-90 +707-90 +701.90 +70/-90 +701-80 +70/-90 +701-90 +707-90 +70/-90 +70/-90 +701.90 +70/.90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 N O W O v I--' P 25-15116" +70/-90 +70/-90 +701-90 +70/.90 +70/-90 +701-90 +70/.90 +70/-90 +70/-80 *701-90 +701-90 +701-80 +70/-90 *701.90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +701-90 +701.90 +70/-90 +70/-90 ..in `0 W Q rn Z I39-3/8' +70/.90 +701-76.4 +701-90 +70/-90 +701.84.5 *70/-90 +70/-90 +70/-79 +70/.80 +70/-90 +70/-73 +70/-90 +70/.90 +707.90 +70/-81.8 +70/-90 +70/-90 +701-90 +70/-78.3 +70/-90 +707-90 +70/-74 +70/•90 +70/-90 a O o O (7) Z 48° +701.76.2 +/-61.1 +70/-73.1 *70/-90 +/-67.5 +70/-90 +70/-90 +1-63.1 +70/-90 *70/-90 +138.4 +70/-90 +70/-90 +70/.90 +/65.4 +70/-83.9 +70/-90 +70/.90 +/62.6 +70/-90 +707-90 +1-59.2 +70/-90 +70/-90 _ _ Tn 50-5/8' +707.72.3 +1-57.9 +/69.3 +70/60 +1-64 +70/-90 +70/-90 */-59.9 +70/60 +70/-90 *1-55.4 +70/-88.7 +701.90 +70/.90 +/62 +70/-79.5 +70/-90 +70/-90 +/-59.3 +70/-90 +70/.90 +/-56.1 +70/-89.9 +70/-90 `1 Y W g 60° */61 *7.49.9 +/-58.5 +70/50 +/-54 +701-88.6 +70/-93 +/-50.5 +70/61 +70/-90 */-46.7 +70/-74.9+70/69.6 *70/•9D */-52.3 +/-67.1 +70/-80.3 +70/.90 +/-50.1 +70/60.2 +70/.88.6 +/-47.4 +70/-75.9 *70/-84.6 a Z O 83' +/-58.1 +1.46.5 +/-55.7 +70/.88.7 0/-51.5 +70/-82.5 +70/-90 +1.48.1 +701-77.1 +701-90 */-44.5 +70/.71.3 +70/-85.3 +70590 +/-49.8 +/-63.9 +70/-76.5 +70/-B7.2 +1-47.7 +70/-78.4 +701.84 +1.45.1 +70/-72.3+70/-79.9 O O 0.Z LL) i �Tn CO oU W QFRAME + 0mOo� U10"MVX. I _ ASSEMBLY .0C3 g0/ _Q TUBE TABLE 16: Design Pressure(ps0 for Windows Attached to a Horizontal Frame Aesernbb Tube WINDOW wuo HEIGHT a p N o qq m Window Width WINDOW FRAME A n p under 23"2515116" 27-3/4° 30° 33-112- 35° 37" HEIGHT ASSEMBLY GO Anchor Anchor Anchor Anchor TUBE ADDRIONAL o a = WINDOW Anchor Group Anchor Group Anchor Group WIDTH r-- ANCHOR 2L,312g Getup Getup Group Group 10"MAX. (4)•IF REQ. L x O All All All All A B C80 A B C8D A B CBD FZ� -a under 23' +701-90 +70/-90 +70/-90 +70/90 *707-90 +70/67.6+70/-913 +701-80 +70/-83.8 +70/.90 +70%80 +70/.79.2 +70/-90 r SEE SHEETS 1 8 4 FOR WINDOW ANCHOR >v,u a i ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET a 274.15/16' +101-90 +701-90 +701-90 *701.90 +701-90 +70f-90 +701-90 +701-90 +70/-30 0/70/-90 +70/-97.6 +70/-90 +70/90 n Z ¢ ANCHOR 3 FOR ANY ADDITIONAL ANCHORS o 383/8' +701-90 +70/92 +70/.90 +70/-90 +70/-90 +70/-90 +70/.90 +701-00 +70/-90 +707-90 4.70188.8 +701-90 *781-90 (q),IF REQ. REQUIRED FOR THE FRAME ASSEMBLY U B 40" +70/-90 +70/-90 +701-90 +70/.90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +751-90 +70/-90 `1111111 1,,, 50-518" +701-90 *70.90 +70/-90 +701-90 *707-90 +70/-90 +70/.90 070/80 +70/-90 +700 +70189.8 +70/.90 +701-90 WINDOW I TUBE. �.``ONY LYNN ',.' i 60i' +701-90 *751.92 +70/•90 +70/-90 +701-90 +70/.90 +70/-90 *70/88.6 +70/68.6 19 +70/88.8 +70/64.6 +70164.8 +70/84.6 WIDTH I"~ \` / '.- 6 63' +70/-90 +70/-90 +707-90 4.70/-90 +70/.872+7(/67.2+75.87.2 +70/84 +70/64 +701-84 +70/-79.9 +70/-79.9 +701-79.8 '��•''�\GENs,-•.�(4 72' *70/-90 +70/-90 +70/-88.6+70/.81.5 +601-10 +607.70 *60/-70 +60/.9.4 +801-88.4 +80/89.4 +60/67.6 +60/67.8 080/67.6 SEE SHEETS 1 84 FOR WINDOW ANCHOR ` �:• '� LOCATIONS AND QUANTITIES.SEE SHEET 76" +70/•90 +70/-90 +713/•68.3+70/-79.7+60/-672+60/87.2 4.60/87.2 +80/652 +60165.2 +50185.2 +60/63.3 +60/63.3 +60183.3 No.5870$ 84' +70/-90 070/-90 +70/-81.3 +80/-70 *60161.6+601-61.9+60/-61.8 3 FOR ANY ADDITIONAL ANCHORS _*.. REQUIRED FOR THE FRAME ASSEMBLY -_ TUBE. --0 . a'' ;�p�•.• SAT )7-- ,4,--:.-- .....,..., 4,0 iCh` '•.F<ORIDF'..••G,' ' �� NOTES: //,/S llNAL11 1•"`' i 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • A.LYNN MILLER P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P,E.F 58705 • "I " • • 21.25 FOR GLASS TYPES: TABLE 17: ''.Ci7 dC'71si..4-t,SP.O Design Pressure(psQ for Single Windows,All Anchor Groups 6)7/8"LAM I.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) • •*nm 1E 1,46..6-4 ntrida 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) 41?-0414•-14 Window Width •;piratton Dent.A.q1441113 under23' 25-1516" 27-3/4' 30' 33-1/2' 35' 37' "SG'=SENTRYGLASWBYKURARAYAMERICA,INC. 'i� r • under 23° +9D/-130 +90/-130 *90/-130 +90/-130 +90/-130---+90/-130 +901-1304 ° ;y. 25.15/16' +901-130 +901-130 +951-130 +90/-130 +90/-130 +90/-130 +90/-130 N:iazn Dede'Pcolrwti:Cauifa3 • 38-3/8' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-130 r 46° +90/-130 *90/-130 +90/-130 *901-130 +90/-130 +90/-130 +90/-130 T 1 50-518' +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 T q 0 60° +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 WINDOW - - HEIGHT g 63" +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 -� ----72.--+90/-130 490/-130 +90/-130 +90/-130 +90/-130 +90/-124.6 +901-115.7 Cl) LU 0 76' +90/-130 +901-130 +901-130 +90/-130 +90/-126.2 +90/-118.7 +901-109.6 __,...1 WINDOW J LU84' +90/-130 +901.130 +90/-130 +901-130 +90/-118.4 WIDTH CO 0- 2 d Q SEE SHEETS 1 8 4 FOR > C .re, ANCHOR CI CD 113 LOCATIONS AND QUANTITIES. W Zo TABLE 18: Q I _ . Design Pressure(psi)for Windows Attached toe Vertical Frame Assembly Tube e d - `- LL Window Width z Ce i-;O under 23' 25-15/16° 27 4' 30' 33.1/2' 35" 37' LI) L.L. y O) Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N. N 't-- '9- U) U) A 9- A B C D A B CBD A B CBD A B C D A B C D A B CB0 A B C D to C`.. W BF, under23' +70150 +70/-90 +70/-90 +70/-90 *70/-90 +70/-90 +70/-90 +70/-90 +70/-95 +70/-90 +70/-90 -+70/50 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 *70/-90 *75/-90 +70/-90 +70/-90 CN 0 Q O n Z 25.15116' +701-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 *701-90 +70/-90 +701.90 +70/.40 +70/50 +70/-90 +70/-90 +70/50 +701-90 +70/-90 +70/-90 *70/-90 4701-90 m `0 Z ti 313-316' +701.90 +701-76.4 *70/.90 +701-90 +701.90 +70!•90 +70/•90 +701-90 +70/•90 +70/-90 +701-90 +70 +70/-90 +70/-90 +701.90 +701-90 +701.90 +701-90 +701.90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 (n 48° +70/-76.2 +/-61.1 +701-73.1 +70/-90 +70/-34.4 +70%90 +70/-90 +70/-78.9 +70/-90 +70/-90 +70/-73- 015 +701-90 +70/-90 +70/-90 +701-78.0 +701-90 +701-90- +70/-90 +70/-75.1 +70/-90 *701-90 +70/-82.9 +70/-90 +70/-90 +701-90 Y Y a I- 50-5/8' +70/-72.3 +/-57.9 +/•69.3 +70/-90 +70/-30.1 +70/-90 +701-90 +70/-74.8 +70/-90 +70/-90 4/49.2 +70/-38.7 +70/-90 +70/-90 +70/-74.4 +70/-90 +70/-90 +70/-90 +70f-71.2 +70/-90 +70/-90 +70/-78.6+70/49.9 +70/-90 +701-90 a Zp 65 +/61 +1-48.9 +/-58.5 +701-90 _+/-67.5 +70/-86.6 +70/-90 +163.1 +70/-81 +70/-90 */513.4 +70/-74.9 +701-89.8 +70/-90 */432.8 +70143.9 +701430.3 +70/-90 +1-60.1 +70140.2 +70/-90 +/.66.3 *70/-75.9 +701-90 +70/-900 0 Z W 63" +/-58,1 +1.48.5 +1-55.7 +70/-88.7 +/64.3 +70/.82.5 +70/-99 +/60.1 +70/-77,1 +701.90 +/55.6 +70/•71.3 +70/-85.3 +70/.90 M-59.8 +701-79.9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70/-90 +1-63.1 +701-72.3 +701-86.5 *70/-90 m„ o 0 w a Q v 0 O acn co so FRAME .$ X o cc 2 0/ u Q 10"MAX. " lam- ASSEMBLY '••7 r, -3 n"CI 1'U v, I TUBE r' TABLE 19: T . 001392 Pressure(ps)for Window Attached to a 8-nEonlsl Frame Assembly Tube WINDOWEIT de -® o N oo HEIGHT y n e R H Wndow Width WINDOW FRAME oir! I o _ under 23"2',16/16- 27-3/4' 30• 33-1/2- 35' 3T HEIGHT ASSEMBLY L o '.&-' + Anchor Anchor Anchor Anchor TUBE ) ADDITIONAL =I'r �Y a Anchor Group Anchor Group Anchor Group WINDOW I: \ ic.I X1,1 Group Group Gmup Group WIDTH ANCHOR z All All All All A 8 C8D A B CBD A B CBD 10"MAX. (41,IF REQ. °'wa LLo under 23" +70/-90 *701-00 +701-90 +701-90 +70/.90 +70/-87.8'+70/.00' +70/S0 +70/93.6 +70/-90 +70/50 +70/-79,2 +75%90 }T ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR • o z w 25.10/10 *701-90 +70150 +70/.90 +70150 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.9D .10197.6 +70/.90 +70/90 I LOCATIONS AND QUANTITIES.SEE SHEETLI ANCHOR 393/8" +70/-90 +70/-90 +70/-90 +70/.95 +70/-90 +701-90 +701.90 +70/90 +70/-90 +70/50 +70/.90 +701-90 +70/-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS `\ ,ON�LYNN71r'', 45" +70/S0 +70/-p0 +70/-90 +701-90 +70/-90 +70/.90 +70/50 +70/.90 +70/-90 +70/50 +70/-90 +70/.90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY •\' x 50-5/8' +70/-90 +70%90 +70/-90 +701-93 +70/S0 +70/50 +70/50 +70/50 +70-90 4701-90 +7N.90 +70/-90 +70/-90 ��J wINDOw TUBE. �...• 't�•'•�tCEN,q•'��� '� 60" +701-90 +70/-90 +70/40 +701.90 +70/90 +70150 +70/90 +70/50 +70/90 +70/50 +70/90 +70/-90 +70/90 1 WIDTH • _ �•' F '•�(C� 63' +701-90 0701-90 +lar-90 *7NAO +701-90 *701-90 +70/-90 +70190 +70/50 +70150 +701-s0 +701-90 +70150 SEE SHEETS 1 B 4 FOR WINDOW ANCHOR ` •�• No.58705 13 72° +70/-90 +70150 +70/-90 +70/90 +70/-90 *70/-90 +70/90 +701-90 +70/90 +70/.90 +70/90 0701-90 +70/50 LOCATIONS AND QUANTITIES.SEE SHEET :a :*- 76" +70/-90 +701-90 +70/90 +701-90 +70/-90 +70150 +70!90 +70/-90 +701.00 +7w-so +701-90 +70/-90 +70/-90 3 FOR ANY ADDITIONAL ANCHORS - " 94" +701-80 +701-90 +70/90 +70190_+70/50 *701-90 +70190 REQUIRED FOR THE FRAME ASSEMBLY 7-:-1] •, .Q' TUBE. ;:41/Z �,�51•'•"..4OR101`.•"'G\?,: • TABLE 20: Item Dwg.#I Description I Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum.® 2 7071 Anchor Plate 8063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR / 3 7003. Sash Top,Bottom&Side Rall 6063-T6 Alum. � ' 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket _ Vinyl Foam 8 7070 Bulb Weatherstrip.187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point Lock Steel SASH - ---_—_ - 11 7026 Lock Support Plate Steel - - -----—12----7014-Multi-Lock Keeper Steel AS REQUIRED PER Iii CORNERS 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET4 , 14 7015 Tle Bar AssemblySteel or SS 15 7028 Maxim Dyad Operator,WWr-24" Steel �` i b 17 7027 Maxim Dual Arm Operator,WW>24" Steel D /� 17 7030 Operator Gasket Vinyl Foam �� 18 7031 Operator Backing Plate Steel 0 /� 19 7051 Operator Spacer Block Nylon i if _20__ 7032 Stud Bracket Steel / 21 7033 Operator Track&Slider(Dual Arm) Steel 22 7023 Egress Hinge(Heavy Duty),Manuf.by Truth' Steel 11‘',Iller 23 7050 Egress Hinge/Washable(HD),Manuf.by Truth Steel / 24 Snubber,Antl-blowout Clip Steel G' 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1.714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM '''' '''' . 35 7036 Lami Bead 8 6063-T6 Alum. 85 36 7042 }amt Bead C 6083-T6 Alum. �' • 37 7059 Lami Bead D 6083-T8 Alum. ,. .. 38 1224 Vinyl Bulb Wstp(Thick) Rex PVC 70 O 39 1225 Vinyl Bulb Wstp(Thin) Rex PVC 70 \' 50 Dow Fr lllcon eackbedding D 60 7006 Screen Frame 3105.114 Alum. 61 7040 Screen Corner Key Polypropolene INTERIOR 62 Screen Cloth Fiberglass Q 63 1635 Screen Spline EM.PVC ,t 64 320 Screen Spring Stainless Steel /O 70 134 Add-on Flange 6063T6 Alum. .`i� 71 7004 Frame Assy Tube 6063-T6 Alum. �„' FRAME 80 #8-32 x 1/2"Ph.Pn.Mach.ScrTYPE B .+`�,,•' Stainless Steal ' 81 1157 #8 x 1/2"Ph.Pn.SMS Stainless Steel Vs CORNERS 82 #8x 5/8"Fl.Ph.SMS 0 :. ro pying- tta Stainless Steel `�cumidying wird Low Florida 83 #8x 7/8"Fl.Ph,SMS Stainless Steel Buiadiar mCN a`IOW 11111!/ry, Excirlion Elute/ate//4.14(- 84 #8x 1"Fl.Ph.TEK Stainless Steel `•\',IOW(LYNN iyy Revised Ey: Dote: Revision: , 85 #8x1"Quad Pn SMS Stainless Steel `` `,�.•'' h1/ /� NO CHANGES THIS 86 #8x 1-1/2"Quad Pn SMS Stainless Steel , •' 1,1GENSF'•.l� JR 05/25/17 SHEET. Dl' �" ?' Miami xedc Product Cooed' Q; :��! Nolle-"ItRevised By: Dale: Revision: 1 87 #SOx 1/2"Ph.Pn./TEK Stainless Steel No.58705 89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steel _- * a*_ 90 #12 x 1"Ph.Pn.TEK Stainless Steel - "` - ,® Description: Drown Br �� 1. � I�: � BOM AND CORNER VIEW J ROSOWSKI �O�.• 5T T F ,z 1070 TECHNOLOGY DRIVE '�C�s.'-`',2 ORION.•' ��` N. VENICE, FL 34275 Mk' Dote: I . (941) 460-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08/12- ///rs��NAL I COPYRIGHT Series/Model. Scale: Sheet: Drawing No. Rev: ALL RIGHTS RESERVED A LYNN MILLER P.E. CA-740 NTS 10 OF 11 MD-CA740-LM C RES 58705 CERT. OF AUTH. #29296 ___ • .052" 1 —.--I 1.124"I-4.-- NOM. �,;J 434' 2.918° [/�O�J� .125' SILICONE HOT-MELT BUTYL 3s" .� .062" 2'701 �� STRUCTURAL 4. 11 NOM. SILICONE .062" STRUCTURAL '1 114"NOM. FOAM �� 3118"NOM. 1.159' 1 +— 1 POLYISOBUTYLENE pi WITH �/ I-.— 2.784' �'1 2.139' ___L WITH DESICCANT DESICCANT .093" EXT.GLASS / EXT.GLASS / 0FRAME HEAD, 3 SASH TOP, • 71. FRAME---- SILL 8 JAMB O BOTTOM&SIDE O ASSEMBLY TUBE A. #7002,6063 T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT,GLASS 1.356' 1-41 2.203' KODISPACE SUPERI •040' 1.000' C 4SG TPS 0 SPACER®NXT'M oss 423° -. r .093° FIXED .093" ANCHOR PLATE SCREEN FRAME ADDON FLANGE ALUMINUM 2 #7071,6063-T6 60 #7006,3105-H14 70 #134,6063-T6 REINFORCEMENT �` POLYISO- DESICCANT FILL AREA AltBUTYLENE 5/16'NOM. \,5/16'NOM. SEAL rir11140.DESICCAN41p ROLL-FORMED f SILICONE SEAL ,050° 706• -1 FOAI � I .050" r STAINLESS STEEL (� EXT.GLASS .865" I( .665' , EXT.GLASS ,,II� ril 7 LI 35 BEAD B 36 BEAD C INT.GLASS INT.GLASS #7036,6063-T6 O#7042,6063-T6 DURASEAL® n XL EDGE" 1 . SPACER . SPACER I 1 .172' .670• L .050" f k— .569" 37 BEAD D PRODUCT REVISED #7059,6063-T6 as complying with dab Ft0eido Part# Description Material nodding cod. • Acceptance NG 17'64.14•%4.. 100 Kommerling4SG TPS spacer System `,'114 I t I 111j 1'4, Ezplrotio Date t:S1t/1 /107.5 pNY LYNN Revised By: Date: Revision: re 101 Quanex Super Spacer nXT with Hot Melt Butyl See this •.,.a�.••CEN3F•••'yam, JR 05/25/17 SOCHANGES THIS Mia m�,�.,�,.';1-1Le- Sheet for • 102 Quanex Duraseal Spacer ; '''.• ••,1 1p. "4111 Revised By: Dote: Revision: - Materials No.58705 Cardinal XL Edge Spacer -*: *-...•- 103 REFERENCE TEST REPORTS:FTL-8717,8968&8970 ;'O. • K _ {1,• 44/-•- •:,,. ® Description: Drawn By: ��� '� , <u; EXTRUSIONS&SPACERS J ROSOWSKI Ji �[/, 1070 TECHNOLOGY DRIVE !:,,, ;S�CNAL ENG\?` N.(VENICE , FL 64075 Tlfk: Dote: CASEMENT WINDOW DETAILS-LM&SM 08/08/12- 1111t1111111 PGT INDUSTRIES.INC. Series/Model. Scale: Sheet: Drawing No. Rev: A LYNN MILLER P.E. ALL RIGHTS RESERVED CA-740 NTS 11 OF 11 MD-CA740-LM C P.E.d 56705 CERT. OF AIiTH. #29296 _ _ _ ___ __ +