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HomeMy WebLinkAboutProduct Approval M IAM I•GADE MIAMI-DADE.COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(PER) ' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION � ��' W86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.soy/economy PGT Industries NOV 0 3 2017 1070 Technology Drive, North Venice,FL 34275 PERMITTING SCOPE: St. Lucie County, FL This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zo DESCRIPTION: Series 115570/2770'q 5570/2770' in"Slidingo=GlasDoor einforeed)-L.M.I. APPROVAL DOCUMENT:Drawing No .0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,signed and sealed by A. Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any.other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#15-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMFDAOE covNTY NOA No. 15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8546,dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548,dated 12/04/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Air infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6638(samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202-94, issued by Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTMS-1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NDA No. 11-010 7.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"Sentry Glass ® (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their"Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5'h Edition)and"No financial interest',prepared by PGT, signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02, issued to PGT Industries, for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-3 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR Group A: Substrate Substrate Frame Member Min.Edge Min. 'MIN.OF3THREADS INCLUDING POCKETS &900/1350 CORNERS Distance Embedment BEYOND THE METAL _- _ , _ Southern ns em SUBSTRATE.METAL GENERAL NOTES: 612,steel SMS 80`0.56 P•hwk 91fir 13/8' SUBSTRATE TO MEET MIN. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Aluminum,0063-T6' Head/SWJamb 3/8' lib• (05)or 410 8.8. STRENGTH AND THICKNESS 2)DESIGN PRESSURES: 0.125'min.thickness P-hook 318• 118• SMS, REQUIREMENTS PER (min.11 SIeN,A38' FNedISII9Jamb 318' 0.000" A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. A thro darn) 0.080'min.lNokrrlo P•hook 318• 0.000 CURRENT FLORIDA BUILDING B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Steel SI M63 Or.33' He6018HUJemb 3r8• 0.071. 14 Ga. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071'min,thickness P?k 318' 0.071. 14 0a. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'ElcoP.T.Southam Ins mb i' 1.318' JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Uerawn 0.0.55 P- 1' 1310• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/41 Elco 410 Pat southern Pkm aWlJemb 11 1318• FOR STEEL STUDS, S.B.CroteFlaz 80.0.66 •hook 1' -318' b)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. MIN.FU-45 KSI& 612,stool wood P.T.Southern Pine Heed/at 9116' 131' b)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. B1-318' MIN.FY-33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED sorow 0 80 Pdtook ate (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete,2.85k d hwk 1' 4a, "UNOROUTED CMU"VALUES 1p'Elw mins 2.86 kat Hsed/e Jemb 1311 REFERENCES(TEST REPORTS):FTL-8337,0338.8648.8849,8862&8717;EXOVA-10.002.792(A)810-006-10231; Ulrsoon lkgradsd CMU, Jamb V 1-1/4' MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; ASTM C-90) P•hook 1' t-114• CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungiouted CMU, ,iamb 1.3x4• i-1/0 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION Or Elco 410 TM 090MAfimb 1314• 4.1!' EXTRUSIONS,LTD,HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C B.B.CtotsRea rob b 1.3/18' 1314• IMPACT RATING (COMPONENT REQUIREMENTS), min.A35 kat V 1.3/' RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. orate b 1.117 1318' MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. In 2.22 kill 1.112 13/0' 10 THE 6670 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. B.S. gov ta•e U(ASTM CMU, 2' 1.1/4' DESIGN PRESSURE RATING .8.Appro•oNor (ASTM Cop 7 1.114' P.T.eauthom P Mmb 1. 8 SEE TABLES 1,2&B1,B2 ANCHOR NOTES: 80.0.65 t• 1.318• ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete Has /Jamb 2.1/2' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114'Eloo froln.2.85 kel P-hock 24ir 11vw REQUIREMENTS. Utracon Urgmuted CMU, Jamb 2.1/7 1.1/4• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D TM c90 P-nwk ave 1.1/4' PRODUCT RENEWED 3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL Concrote HeadI8911Jomb 21/Y 1. 4• as complying with the Florida 1M'Elco 410 n.3.35 W P-hook 2-117 13/8' Building Cods IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR B.S.CrotsFloz ungroua CMU. Jamb 2.1/7 1.114' NOA-Mo. 15.1210.01 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE mim 0.90 .hook 2-1/2 4.41,4• STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Expiration Date 04/14/2021 RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. By - 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 M1amF O t Product CoRGO BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, INSTALL DETAILS..............3-6 NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR TABLES 7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,301/FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS.......11-10 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300.09 EXTRUSIONS.....................18 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES..................19 ���tt SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 `��` CNV LYNN 4j/�`�i,�' GLASS/REINFORCEMENT. AISI.5700-07/S2.2010 PARTS LIST........................21 �` ' ,NcENst •.Fp 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL ' PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/ORVINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 1c' No.58705 HEIGHT, f - 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES 68 J ROSOWSKI A /�SSTA A115 SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE <V 5 DISTANCE. ® �� Q� '•.�tOR1DP.•' \�� Ee) IGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGNSURE IS METOR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVESTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 -- - @DITIONALLY,SEE THE EXAMPLE ON SHEET 9. A.�vHN WLLER,P E. (941)-480.1000 SGD-5570 NTS 1 OF 21 E MD-5570.0 l i) REM 68M MAX.UNIT WIDTH MAX.UNIT WIDTH - -— MAX.UNIT WIDTH — MAX.UNIT WIDTH -- NOM.PANEL WIDTH NOM.PANEL WIDTH _ NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 , PER TABLES 1&2 MAX.UNIT i MAX.C�UFN�IT ` / } I MAX.UNIT I MAX.UNIT I$ HEIGHT I" HEIGHT I^ HEIGHT I"@" PER TABLES 1&2 I PER TABES 1&2 / / I PER TABLES 1&2 h h h I TAB ESRC&2 POCKET pocar 1- PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS -- - - MAX.UNIT WIDTH — _ MAX.UN1T WIDTH MAX.UNIT WIDTH - NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 T PER TABLES 1&2 - 1 �— 1 MAX.UNIT 2.MAX.UNIT / ( MAX.UNIT / I HEIGHT / �"p`i� HEIGHT / Ig" HEIGHT I^ TABLES 1&2 / �". PER TABLES 1&2 / / / / / Ig PER TABLES 1&2 / / / / / / ,�,Ivl / ,/ / / ,/ rocx J — J CORNER,TYP. 5-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS om+ oon«zaw«xx.axcowwx - - MAX.UNIT WIDTH ---- — - MAX.UNIT WIDTH -_ PRO mUnRENEWEDh the NOM.PANEL WIDTH _ NOM.PANEL WIDTH HOA-Mo-e.g.Cd Tp� Now-No. 15-1210.01 PER TABLES 1&2 PER TABLES 1&2 Expiration Dat.04/14/2029 MAX,UNITI I / MAX.UNIT / Mlwm- •P we Control HEIGHT / I^ HEIGHTrocar / I� PER TABLES / rower I� PER TABLES 1&2 / / / / / / / / 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CON__FIGURATIONS NOTES: "X"-OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-89/18" ��`` LOCATIONS.ALL �FIEXAMP EN4PANELNXXXX NPOCKET ARE ALSO �BCONFIGE AS UCRATIONCAKET FNBE�TXXXSATXXXXOREITHER OXXXX TOXXX IN "p"H JAMB •=POOPERABLEPANEL '` a�l IYNN�,7/��i��� (P) P P P PDLO HEIGHT w DOOR HEIGHT-11-1/18" POCKET CONFIGURATION CAN BE OXXXp, PANEL HEIGHT=DOOR HEIGHT-Z-1/2` a, ��GFNSF ., P `Y 2)90'&136'CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/06/15 't' 56705L 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS a J ROSOWSKJ o 2 IS W REVIEWED BY THE AUTHORITY HAVING JURISDICTION. < < :fin'., su c F ;' DETAIL LETTER CflOfi�VA•'C9 C..... 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DRIVE 6)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.666 FT' L--SHEETNUMB­ N.VENICE,FL 34276 — — - �,trNn lIttert,v.e. (941)-480.1800 SGD-56701 NTS 20F 21 I>$ MD 6670.0 PE0mmil DETAIL Al DETAIL B1METAL TYP.,SEE ANCHOR THRU IXWOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 INro MABCJIRY FAGNO tsxr. WrERLOCN Wro METAL THREADS BEYOND THE CONCRETE/CMU PER. ANCHOR REQUIREMENT — -- FRAME WIDTH - METAL SUBSTRATE • — 114"MAX. REOUIRED IF DOOR 19 TYP.ANCHOR TYPE, HEIGHT 19 OVER ee�21 98 EMBEDMENT AND 91 MAX 28`O.O et 22 EDGE EDGE DISTANCE PER .. DISTANCE SUBSTRATE,SEE O 71 TABLE A,SHEET 1& Q — - NOTE 3,BELOW •� DAYLIGHT 10 fliA 4B a 2e OPENING+ 2e WIDTH - -- -� to e EMBEDMENT e1 —,• •l \ / EDGE EDGE j d d - DISTANCEj _ 26 as lw� I DISTANCE SEE NOTE 8, i1 I I za za D�BEE NOTE S. 1/4"MAX • '• ' ''. THIS SHEET I I SEE NOTE k '�`ff THIS SHEET 1X OR 2X WOOD BUCKSTRIP,SEE SEE NOTE 8,THIS SHEET n 32 THIS SHEET EMBEDMENT ANCHOR / / NOTE 4,SHEET 1 L-----J�- 08 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATE AT / e3 PER STILE,LOCATED AT CENTERLINE AND 8", EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) _ B"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 DETAIL L— TABLE A,SHEET 1& DETAIL A2 INIn:ocic INTO MASONRY AarRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR � 1° FAOWG INTO 2x wooD REQUIRED IF DDDR EMBEDMENT FRAMING,SEE ANCHOR 9e DAYLIGHT 21 HEIGHT 15 OVER 88" NOTE 3,SHEET 1 OPENING e1 114 MAX..22INTE11M I PRODUCT RENEWED WIDTH ' EDGE II iun`mnatll,"IL tno Florid• t DISTANCE I L� I T Non�to. 15.1210.01 TYP.ANCHOR TYPE, SEE NOTE°,THIS SHEET • EMBEDMENT AND 2e 27 2e 25 axplr.tlon ost•04/14/2021 EDGE DISTANCE PER TYP,ANCHOR TYPE, I I Mjc SUBSTRATE,SEE a to 23 ° EMBEDMENT AND .ml • roduot ontrol TABLE A,SHEET 1 851 o r EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE. SEE TABLE A,SHEET EDGE 1&NOTE 3,BELOW DISTANCE IETTBl4P. �- 1/4`MAX. - L v---Y BE PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE -- EMBEDMENT HORIZONTAL SECTION(XO SHOWN ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR 111 rl r, NOTES ANCHORS,SEE EXTERIOR DIRECTION. ,`��`���LYNN M//�`ri,��/ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE e,THIS SHEET DETAIL SHEET 10 ALL PARTS IDENTICAL. ��;�\OpHSE'•,P 2)REFER TO ANCHOR NOTES,SHEET 1. k FOR/LLL GM,FILED swob A SEE SHEET T FOR ANCHOR LOCATION&SPACING,FOR ASTMOAIS,FIXED a Nu. ANCHOR QUANTITIES,SEE TABLES 1 8 2. STILES LI VINYL SLIDING GLASS DOOR NOA(LM) d 10/06/16 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL PAfl3 - INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI �gz FRAME ANCHOR LOCATIONS.5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ONP ` SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENT$.ALL CERT.of AlrfH.828206 - -- --�MD-5570.0 cFs,' ��a�' �` e WreaLocxs4 x7 •,r S/UNA�- REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY( m 1070 TECHNOLOGY DRIVE ,,,I I I I X 1,11 THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 1 aTANOARD Ho N.VENICE,FL 34275 - i - - y A.LrNN MaLER P.E. 7)SEE SHEET 20 FOR SCREEN DETAILS. (041)-480-1800 SGD-6670 A NTS 3 OF 21 @ p Ey 68705 DETAIL E9 TYP.ANCHOR TYPE,EMBEDMENT I DETAIL E2DETAIL E3 I DETAIL E4 INTO IAASONRY AND EDGE DISTANCE PER twowooD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC tx BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD,MAY EDGE FRAMING,SEE ANCHOR CONCRETE/CMU AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. PER ANCHOR DISTANCE I NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET \ANICHOR REQUIREMFN1 SEE SUBSTRATE PROPERTIES, REQUIREMENT I r 1&NOTE 3,THIS SHEET T� EDGE EDGE TABLE A,SHEET 1 • DISTANCE DISTANCE ' t r EMBED _, _ EDGE DISTANCE • MENT EMBEDMENT ' EMBEDMENT EMBEDMENT 1/4"MAX. 1/4 MAX. e 1X OR 2X WOOD 1l4"MAX. TTYP.ANCHOR 1/4"MAX. ° 1/4"MAX. t e BUCKSTRIP,SEE - 60 ANCHOR NOTE 3, 11 ° TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND e3 SHEET'I �l CE PER SUBSTRATE,SEE -EDGE DISTANCE PER SUBSTRATE,SEE 33\ / TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET e / NOTES L FORLEB 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. n ASTRAOALS, 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, _ AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/18" HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" ANCHOR PLATE AT Rul s EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT•2-1/2" LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAME O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT THIS 5. SILL RISER EXACT DIMENSIONS. �,RcOomp1 yCin RENEWED the Floorida VARIES WITH Buudtng Coli REQUIRED MOA-No. 15-1210.01 rEXTERIOR POSITIVE O a expiration Data 04114/2021 DESIGN PRESSURE, 3� t� BY et ex _ SEE SHEETS .390-+{ Mlaml- .deet Co. €75a to 7&8. 390 .390 F� F 2.947 p428HOWN 1.793 2.370 L 4.041 1/4"MAX. 33 —7 GROUT AS 9 3x #43-46 ALSO APPLY`.823 T � 2.887 3'� NEEDED,SEE t3 1.917 ANCHOR NOTE eo ._ll 2 .080 .080 .000- 5.SHEET 1 ° O 114"MAX. 12 a 2-1/2"-TOTAL ,080-- SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ' 0(ZINITOTAL O(3-1/2"TOTAL 4�(4-1/1W TOTAL O(4-518"TOTAL \��`O��l LYNN ty//�C4,�' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��,.'��cENst ''•1 ; EDGE- EMBED. • EMBEDMENT MENT • t DISTANCE _it; N0, 6T05 +, VINYL SLIDING GLASS DOOR NOA(l M) 10/05/15 _ EDGE TYP•ANCHOR TYPE, TYP.ANCHOR TYPE, I INSTALLATION,VERTICAL X-SECT. �� J ROSOWSKI = Q" �U; DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND -- Z �� EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE ''pit '.._S,Iw?...CGS CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, CERT.OF RUTH.#29206 -PERANCHOR pETAILF1 SEE TABLE A, - - SEE TABLE A, 1070 TECHNOLOGY DRIVE n DETAIL F2 REQUIREMENT IWO MASONRY SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 --- THIS SHEET INrowooD THIS SHEET A.LYNN MILLER.P.E. (841)-480-1800 SGD•5670 f NTS 40F 21 4 MD-6570.0 �f PE058706 r Q 6) 60 NNTIilUOq m � 25 29 a 96 1Ab'O.O. ICLTR-AIDR 79 BB\MAX 3.6'O.G. 1 /SEE SHEET 19 1• MAX 9.6'O.O. INTERIOR DETAIL H2 19 90.SEE SHEET 19 C'J �• N WT91DE CORNER 53 90. INTERIOR 904 MAX 16.5'O.C. 1 7 I ❑LLL!!!"' Xl� ' EXTERIOR "-(7) ! _ 135' _ L' 41) rDETLAILG1 33 DET lLH_ XMAx 19.6' wE CORNER O 9iBI0E COIR 40 mom INTERIOR N �� Ex1nl NASHEETO.C.19 Cie ae w I6 1 �Z,.) 1 / _ _SEE SHEET 19 V PRODUCT RENEWED ae coinmpg Codely) Buildc with the Florida NOA-No. 16.1210.01 135' Explration Dab04H4/2021 INTERIOR 9y Mlaml- uet Contra no -O NOTES 0 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. iuv 2)SEE SHEETS 14&16 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 29 21QUANTITIES,SEE TABLES 1&2. N 38 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, ALL 99 DEPENDING ON CONFIGURATION. DAIL G2 Nix""0...c- ET 136• �3•EET'19 19 99 VINYL SLIDING GLASS DOOR NOAAn M� aa 10/06H3 68706 OUTSIDE CONNER SEE SHEET 19 \`+^/ a •�[ 110• CORNER ASTRAGAL HOR12,X•8ECT. J ROSOWSKI �r''� •:�j' CERT.Cf NNITH.879299 -- -—- ----- - , FLOW••��` 1070 TECHNOLOGY DRIVE �� '�;,SSIONA4,�•`• N.VENICE,FL 34276 — — - — - — (941)-480-1600 SGD-5570 NTS 6 OF 211101MD-6570.0 if A'LYNtiea►�P'E' -- P.E199T09 DETAIL 11 DETAIL 12 OPTIONAL NOINTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR L CONCRETE/CMU INTERIOR POCKET IH7� pt 21 n TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR IOR JAMB •. 2E 27 AND EDGE DISTANCE PER REQUIREMENT INTERIOR POCKETS MUST THIS SHEET�� c SUBSTRATE,SEE TABLE A, r' '• FIGURE I.RRERLOCK8 AT POCKETS' INCLUDE A NON-STRUCTURAL, SHEET 1&NOTE 3,BELOW ; ". r,': FOR N FRAME JAMB TO REDUCE THE n' to \. r` D LESS: F DOOR HEIGHTS 88" POSSIBILITY OF WATER 21 OPT. INFILTRATION. — `• ' ANCHOR '`. 1/4"MAX. 1s T7 T. EMBEDMENT 4 at POCKET BY OTHERS,SEE 17 NOTE 6 BELOW. TER EMBED..'.•..�. . .:��....��•, , Gj>xrEmQa" MENT.'-`''' OPT. exTea FOR DOOR HEIGHTS OVER 96" 114"MAX. • �' ANCHORto g7 21.8" ' SEE FIG 1,at 20 MAX.O.C. CONCRETE/CMU TYP.ANCHOR TYPE,EMBEDMENT I THIS SHEET AND EDGE DISTANCE PER `t EDGE--PER ANCHOR 2e 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 tl — 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BEA MIN.OF 3 THREADS BEYOND &NOTE 3,BEL 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR as comp )yIny with ma Florida DISTANCE Building Coda EDGE 1 NOTE 3,SHEET 1 NOA-No. 15-1210.01 DETAIL 13 DISTANCE OPT.ANCHOR 1_- OPT.ANCHOR Expiration oat*04/14/2021 INTO METAL EMBEDMENT BY n PT. 17 PT. Mlaml roduct ontrol EMBEDMENT DETAIL I4 1/4"MAX.— 0 1/ � INTO wooD EXTERIOR to op SEE FIG i, SEE FIG T, THIS SHEET!1 THIS SHEET 30 20 27 EXTERIOR 22 J l 21 2E 91 EXTERIOR POCKET C`�kYNN cFN c ��(F9 EXTERIOR POCKET �\ NOTES L1 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/06/16 Nu.soros 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. 8 J ROSOWSKI .Nw�i 2)REFER TO ANCHOR NOTES,SHEET 1. 7- 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® <� ;U�'•. S 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OF AUTH.tngzge -� -- ,F CO�o G ` 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVENA1 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICEFL 34275 -- _- - AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. , It (941)480-1600 SGD-5670 1 NTS8 OF 21 i! MD-6570.0 A.LYNN 1111.P.E. P.E.Y am TABLE 1: — Design Pressure(DP)and Anchor Quantities Required, (for all approved conAguratlons on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glave Types 1,3 or 5 80 84" 96" PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS, Astragal Reinforcement#29 68-16116"DLO Height 72-15/16'DLO Height 84-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE ock Sid.I Lle Reinforcement#26 or#28 Anchor Group Anchor Group Anchor Group -:MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std. nledook Reinforcement#27 A B C D A B C D A B C D /� CONSIDERED,SEE TABLE B1,THIS SHEET, Design Pressure +60/-60 pal +60/-60 psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19-11ie' Head/8111 C3+1 C3+1lC3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 —CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 6 8 8 -- --TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60psf +60/-60 psf +60/-60psf THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK, 25-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30 DLO Jamb 6 6 5 E 5 6 5 5 5 5 i 5 t Width S P-hook 7 7 7 7 7 7 7 7 B B 8 8 DeslgnPressure +60/-60psr +60/.60psf +60/-eopsf 31-1/8' Head/SIII C3+1 C3+1 C3+1 C3+t C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 0 36 DLO Width Jamb 6 6 5 6 6 1 6 5 5 5 5 5 5 P-hook 7 1 7 1 7 7 7 1 7 7 7 B 8 8 8 Design Pressure +60/-60 psf +60/-60 psr +60/-60 psf 37-118' HeadiSltl C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO Jemb 6 5 5 5 5 5 5 5 5 6 6 6 TABLE 81: Width Water-Llmlted FIG 1: • P-hook 7 7 7 7 7 7 7 7 8 L 8 1 8 8 (+)Design Pressure OH LENGTH— Design ENGTH 1 43-118^ Design Pressure +60/-60psf +60/-60 psf +60/-60ps1 Sill Nom.Sill Max.(+)DP 48" DLO HeadlSlll C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1I C5+2 C3+1 C3+1 C3+1 Neer Height Allowed � DOOR ASSEMBLIES Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Norte 1-11/18• See Note 2 O INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 T 7 7 7 7 7 8 B 8 8w OVERHANG(OH)LENGTH IS as comp!yIng with the Florida 42 2-1l2" +38.7 psf s EQUAL TO OR GREATER THAN 6eitdine Lode 43 3-117' *80.0 psf THE OVERHANG HEIGHT IS x NOA-No. 15-1210.01 —USp ED IN EXAMPLE ON SHEET 9 44 4-1/16' +60.0 psf EXEMPTED FROM WATER Explratlon Dale 04/14/2021 45 4S/8" +60.0 psf — INFILTRATION RESISTANCE, By Nilaml- roduct control WIDTHDLO WIDTH-NOM.PANEL DLO HEIIGHT DOOR HEIGHT-119/1 " 8186 `\\`\�N�Ik.YNN 4,,�r PANEL HEIGHT=DOOR HEIGHT-2.1/2" P,..�1CkprSF-.•FP TABLE NOTES: is VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = fl:` 140.V,8-105 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 -- — /. AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP, y DP&ANCHOR QUANTITY TABLE S J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. p ST JL F 4/ 3)SEE SILL RISER TYPES ON SHEET 4. _CERT.of AUTH.029236 -- 1� ,"t�'•F<or+wP m a S�ONA1 � • 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE LGID-5570 �� ��;��r i r l�,�" 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 — _ — -- _ __ A. I j 1,l It I I N 1.P.E. 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (041)-480-1600 NTS 7 OF 21 � MD 6570.0 4 it P.E.e 69105 — — Design Pressure(DP)and Anchor Quantities Required, (ler all approved conligurall"on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN 5—ie this table ler: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 60" 84" 98" 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Retnbrcement 1129 68.16/16"DLO Height 72-16115'DLO Height 84-15/16'DLO Height 88-16118"DLO Height 108-15/18"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE t ockellle Refnbrcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Relnbroemerd#28 A B C D A 8 C D A B C D A S C D A B C D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Prsaawe +100/-100 pal +100/_100 psf +100/-IAD pal +80/85 psf +60/_86 pe/ #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8" Head/Slg C3+7 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+7 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb Amb6 5 5 6 6 5 5 6 5 5 5 5 B 8 8 8 8 8 6 8 MIDSPAN OF PANEL). Width - TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 8 e 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design pressure +100/400pat +100/-f00psf +100/-lwpsf +60/-85psf +60/-85Psf PERPENDICULAR TO THE GLASS. 261/8" Head1818 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 03+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 DLO Jamb 6 6 5 5 6-T-6--fe 6 6 5 7 5 6 6 6 6 6 8 8 6 Width P-took 7 7 7 7 7 7 7 7 8 8 8 8 9 8 8 9 10 10 10 10 Design Pressure +100/-100psf +100/-100pef +100/-100paf +80/-65psf +80/-55ps/ 31-1/8' FIG 1: OH LENGTH 38" DLO Head/301 C5H C3+1 C5+1 C3+1 C5+1 C3+1 05+1 C3+1 C5+1 C5+1 C6+1 C3+1 C6+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 _ Width Jamb 5 5 8 6 5 6 6 5 5 6 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOORASSEMBLIES Design Pressure +100/-f00psf +100/-f00pef +100/-100psf +80/-56psf +60/-85paf INSTALLED WHERE THE 37-1/8" Head/SM C5+2 C3+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+1 C3+1 C6+1 C3+1 C6+1 C5+1 C5+1 C3+1 it OVERHANG(OH)LENGTH IS 42' DLO Jamb 6 5 7 B 5 6 7 6 6 6 6 5 6 6 8 6 8 8 7 6 EQUAL TO OR GREATER THAN Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 —� THE OVERHANG HEIGHT IS ZZEXEMPTED FROM WATER Dee/gnPress" +100"OOpsf +100/-100Ps1 +92/82ps/• +60/�5pa/ +60/63pa1 INFILTRATION RESISTANCE. 143-118- Head/SY1 C5+2 C5+2105+2 C3+2 C5+2106+21 C5+2 C3+2 C6+2 05+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C6+1 C5+2 C3+1 48' DLO Width `lamb 5 6 7 6 6 6 8 5 5 5 9 5 e 6 7 6 6 6 e 8 PRODUCT RlNEWED P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 TABLE 62: ,,,complying with the Florida DealgnPreeaum +80/-80psf +80/-80pof +80/-Wpsf +80/65Psf +6.1.1/-58.7ps/ WaterLlmlbd surarngCode 149-1/8- + Dal n Pnawn NOA No. 15.1210.01 54" DLO FleadrSAl C6+2 C3+2 C5+2 C3+2 C5+2�0+jC8+2 C3+2 05+2 C5+2 C5+2 C3+2 C5+2 C8+2 C6+2 C5+2 C6+2 CS+Z C6+2 C6+2 ( ) d Width Jamb 6 5 8 5 6 7 ti 6 6 8 5 e 6 8 6 8 8 8 6 SNI Nom.810 Max.(+)DPexptntlon Deb 04/14/2021 P-hook 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Riser Heigh ABaAed BY -.- I +80/-80psf +80/•80psf +80/-80pe1 +59.1/-04psf +49.8/53.7pef None 1-11/18' SeeNote2 MIamL • roauetConerot 661/8" Head1501 05+3 C3+2 C8+3 C3+2 C6+3 1 C3+2106+3 I C3+2 C6+3 C5+2 C5+3 C3+2 C5+2 C6+2 C5+2 C6+2 C5+2 C6+2 05+2 C5+2 42 2-1/2" +38.7 pet OL Jamb 5 5 8 5 6 5 7 5 5 6 8 5 e e 8 6 6 6 8 6 43 3-1/2' +60.0 psi —P-hock 7 7 7 7 7 7 7 7 8 6 8 8 9 9 9 9 10 10 10 10 44 4.1/16" +80.0 pill '+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4.5/8" +100.0 psi DLO WIDTH=NOM.PANEL WIDTH-8.9/16" `�\``1�(LYNN, y/rrii� OLD HEIGHT=DOOR HEIGHT-11-1/1e" l! �� F PANEL HEIGHT-DOOR HEIGHT-2.112" ���, uGENS@''•,•Q TABLE NOTES: No.56705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 = /. l 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 - —— - AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP, DP&ANCHOR QUANTITY TABLE J ROSOWSKI •.a V",<S'T- RISER 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL — ;! • 1 IS NOT REQUIRED.IF$0.+DP'S SHOWN IN TABLE 2 MAY BE USED. ® � Pt0111 op, 3)SEE HILL RISER TYPES ON SHEET 4. _ 'CERT.of AUTH.M262ae -------- ---- --- --- "'A91 NA 4)SHEET APPLIES 70 2.3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE a ,I r I i 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 — - e)SEE SHEETS 11-16 FOR ANCHOR LOCATION 8,SPACING �JI�GO67TOJFNTAI A.LYNN MILLER p•E. (941}480.1800 80F 21 €4 MD-5670.0 �! p.EA6eT00 EXAMPLE: _— � ------- — ------ _ 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMS REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE —SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETS OF WTERLOCK OF INTERLOCK ANCHOR INFORMATION. 0' CENTERLAVE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX, OF PANEL 1 OF PANEL 2 -OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-88.8 PSF POCKET BY --OTHERS.SEE NOTE Q ---- - - -- _ - SHEETS _ -_ -A _ _ v2' 2"M MAX. 0• 0' ANCHORAGE. SHEET ANCHORAGE. '+2'ANC{IOMOE, MAX. SHEET 12 ,•CLUSTER, 'Cr CLUSTER SHEET I2 EXTERIOR SHEET 12 SHEET 12- END ANCHORAGE SEE POCKET JAMS (MtN.1 ANCHOR) E 7 IOR' SPLICE NOTE; INSTALLATION ON HEAD ANCHORAGE DETAILS �T.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX r3-TRACK TO AID IN- BE ADDED IN•FIELO AS NEEDED TO `---� ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERUNE CENTERLINE _SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK �L`OF INTERLOCK ANCHOR INFORMATION. 0' CENTERLINE CENTERLINE I CENTERLMIE MAX, OF PANEL 1 OF PANEL 2 OF PANEL 3 POCKETSY o 0 0 0 EXTERIOR INTERIOR OTHERS,SEE _ Nolte, 0 0 0 0 0 0 0 SHEETO - Y2'ANCHORAGE, 26-Wr MAX. - r ANCHORAOF.- SHEET I I '+2'ANCHORAGE, MAX. SHEET 11 TT CLUSTER 'C3'CLUSTER, SHEET 11 12'MAX. 21.6' SHEET 11 SHEET 11 END ANCHORAGE EXTJE''R�KM FRAME JAMB SEE POCKET JAMS (MIN.i ANCHOR) V D.C.MAXREQIIINEO® INSTALLATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1 KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 F?XXN L3-TRACK PRODUCT RENEWED ns oomplrIng with the florWn FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF sulatne Codi +48.2/-68.8 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THENOA-No. 15-1210.01 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+8W-60 WHICH EXCEEDS THE PROJECT DESIGNDISTANCE TO NEXT CLUSTER — expiration onto 04/14/2021 PRESSURE REQUIREMENTS, TO aE 26 O.C.OR LESS By Mlsm !!"ocluct control FOR WOOD INSTALLATION USING ANY —H908 ff C3+ ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jsmb 1 6 1 SHOWS ANCHOR REQUIREMENTS OF: - 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL e' HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT r THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCFK)R TO NDN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 26.3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS 11 LYNN THE INTERLOCK/ASTRAGAL. LffR THE FIGURE ABOVE: �`"�� ""' z! ANCHORAGE ANCHORAGE SILL INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE �1cENSF •,Fp DETAILS- DETAILS MIDSPAN OF EACH PANEL k Nu.,67D5 FOR PRODUCT REFERENCES,ALSO SEE: JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. ( Li VINYL SLIDING GLASS DOOR NOA(LM) j 10/0515 = _ A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LA OYOUUT.T,7 ANCHORS,SHEET 13 FOR GENERAL l LASTRAIGHT DOOR EXAMPLE Z J ROSOWSKI ��,'•;� ($(6 �` LOCATIONS OF CROSS-SECTION DRAWINGS. - :��•. singe F ; B)SHEET 10 FOR SPECIFIC GLAZING TYPES, 3)INSTALLATION DETAILS INTO WOOD CAN '••F.ORIOP.•'' § C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: CERT,OF AUTH.#2e2e6 - --- �d ss/ONA� C��` D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB;SHEET 3 N.VENICE,FL 34275 — A.LYNN MLLLER,Pa F)SHEET 21 FOR A BILL OF MATERIALS, P-HOOK:SHEET 0 (841)480-1800 SGD-8570 NTS riFOOF21 it MD-6670.0 W1 I p E 000706 1-1/18'NOM. 3118'HS_GLASS- 7A8' 7/18'NOM. .090°PVB 3118` GLASS 9/1('16 GOM. 3118"ANN GLASS 7e 7e NOTES: •000"PVB .DSD"SG 7/16'AIR SPACE n 78 1)BA PAINTED OR SURFACES SHALL NOT BE PAINTED OR LAMINATED. 311V ANN GLASS- PAINTED/ 3/10'HS GLASS 3118'T GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATED PAINTED/ PAINTED/ EXTERIOR GLAZED,PROVIDED THAT THE 81 so e1 SURFACE 0 LAMINATED 82 113 LAMINATED 1 —_ SURFACE SURFACE "HS"SURFACE OF A LAMINATED GLAZING 4j gx7ER10R I— —— •a EXTERIOR -- �7 EXTERM 11 UNIT IS ADHERED TO THE GLAZING LEG. PRODUCT 18'EXTERIOR- ( - PRODUCT IS'EXTERIOR, I PRODUCT IS'EXTERIOR• 1 \ GLAZED'IF#8041 IS I 718'NOM. OIAZEd'IF N80-81 M ' 7/B'NOM. GLAZED'IF 982-e31S ' 7/8'NOM. "ANN° ANNEALED TOWARDS THE EXTERIOR.I O I GLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I D I GLASS "HS"=HEAT STRENGTHENED BITE I I BITE I I SITE "T"=TEMPERED INTERIOR a114TEROR wr�roR "PVB"a,090"BUTACITE®PVB INTERLAYER I a I BY KURARAY AMERICA,INC. PRODUCT IS"INTERIOR,-IS - I I PRODUCT 18-INTERIOR- I I PRODUCT IS82-0 IS I I GLAZED'IF areo-et Is � 78 IXAZEO'IF M8dB1 IS I 78 GLAZED'IF p0s.ay Is I 78 "SG"-.090"SENTRYGLAS®INTERLAYER TOWARDS THE INTERIOR, I TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I BY KURARAY AMERICA,INC. SEE NOTE 2. SEE NOTE 2. SEE NOTE 2. THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT-MELT BUTYL 1-1/18'NOM. – -- 1-3116'NOM. STRUCTURAL 3/18'HS GLASS 3118"ANN GLASS STRUCTURAL SILICONE pp0^$G 8132"AIR SPACE----- 1/4'NOM. FOAM 3158'NOM. WITHPOLYIOB DESICCANT WITH HEAT-MIRROR FILM WITH DESICCANT 3/18'HS OLA93 76 76 •DSO'PVB DESICCANT 7/16"AIRSPACE 77 7e 9132"AIRSPACE 3118"T GLASS 3/16'HS GLASS EXT.GLASS EXT.GLASS X18'T `$ PRODUCT RENEWED PAINTED/ PAINTED/ as com yIn with the Florida e2 BS LAMINATED B1 LAMINATED Buihtlnp Cods SURFACE SURFACE NOA-No. 18-1210.01 X11 F7 BIN I} EXTERIOR Ex ballon Data 04/14/2021 INT.GLASS WT.OLA$3 PRODUCT 19'EXTERIOR- 1 / \ PROD IS'EXTERIOR- 1 _ �. P KODISPACE SUPER TOWARD THE! 17GLASSJW . TOWAGLAZERDS ' 718*NOM, BY TOWARDS THE EXTERIOR.I � I GLASS TOWARDS THE EXTERIOR.I O I GLASS Miaml- rodue Control 7a — Te 7M I SITE I I SITE 4SG TPS SP_ACER_®N_XT a INTERIM Gi m1mm I PRODUCT 18'INTERIOR- I I PRODUCT I8'WTERIOR- I I ALUMINUM GLAZED'IF A82.63 IS I I 78 GLAZED'IF N84 IS I 79 REINFORCEMENT pOLyISO• DESICCANT FILL AREA TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR.I BUTYLENE- 5/16'NOM. SEAL 6/18`NOM. SEE NOTE 2, BEE NOTE 2. 77 BUTYL 5 SILICONE SEAL THIS SHEET THIS SHEET DESICCANT ROLL-FORMED �\\\ '(LYNN FD,µ, STAINLESS STEEL GLASS TYPE 4 GLASS TYPE 5 �,��oN......•..Mq� EXT.GLASS ,��..•' \CENS�c'•..t�,p EXT.GLASS _ �;: No.5870h, .•' Lt VINYL SLIDING GLASS DOOR NOA(LM) 10/06115 INT.GLASS INT.OLA$$ GLAZING DETAILS-'— a J ROSOWSKI >.� sT Tlcr�blo DURASEAL® XL EDGET" " `� �� %`�`S,'/F tOFLIOp.' 77 SPACER T SPACERCERT.OF AUTH.k2S2S8-_ - -------- - S U C- . ---- 1070 TECHNOLOGY DRIVE a� ""IfIll \ N.VENICE,FL 34275 — — — y - (941)-480-1600 SGD-5570 1 NTS 10 OF 21 f MD-6570.0 r A L p E.R65M P E. SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL MERLOCK INTERLOCK PANEL PANEL_ CENTERLINE CENTERLINEEL CENTERLINE _4" CENTERUNE 4n CENTERLINE p. _ p" iwmok EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"' � 2-TRACKOLUSTER'W � 2.TRACK INTERMEDIATE � 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS V1'ANCHOR LOCATION - '+Y ANCHOR LOCATIONS '+Y ANCHOR LOCATIONS ASTRAGAL OR ASTRAOAL OR INTERLOCK INTERLOCK PANEL PANEL EL CENT=R 4" CENTERLWE 4" CENTCENTERLPANEL CENTERLINE CENTERLINE 4" 4" e e 0It . e n IDR '--►� 3.22' EXTERIOR 3.22 EXTERIOR EXTERIOR5=3.22'- EOR_ ERIOR --� 3,22" �J 7-TRACK CLUSTER'CY 9-TRACKCLUSTER'CV 3-TRACK INTERMEDIATE 7-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'N'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+Y ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL— PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE p• CEMCENTERLINE OEM p"RINE #3 0 O 0 e O � O [:a E r1-Ty 3.22N E)(r�.1E-'1RyOR 3.22' EXTERIORN E)(j���[12y10R ExrER OR --- -3.22" f-TRACKCLUSTER v 4-TRACK CLUSTER f-TRACK INTERMEDIATE `� (.TRICK INTERMEDIATE 15 -TRACK INTERMEDIATE 'CY ANCHOR LOCATIONS *CV ANCHOR LOCATIONS •+1•ANCHOR LOCATION '+2'ANCHOR LOCATIONS •N'ANCHOR LOCATIONS NOTES: FI"ES PERTANN TO THE FOLLO"NO SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: 00MN OIATKANCHOR LOCATKm 11 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK DISTANCE IS 2)TRACK-TO-TRACK FOR ALL SILLS 2.376" 2.375" DISTANCE IS 2.375" 2.376" FOR ALL SILLS: 4'& .0 E PRODUCTRENEWED Jamb A 1 A-mo. w15-210.01h the • '4YNN,M� O FgVRLYPERTAe1TOT11MFOLLOWMOlML _. P 7 LIOtNSIc :F,P ... CLUerERMCIMLOCAUM1. — expiration a 04114/2021 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 my Mloml- Prog—tControl ANCHOR LOCATIONS A- —L J ROSOWSKI '•.:� ��6 ;� \ CERT.OF ALITH.JI HuNBN 1 1070 TECHNOLOGY D /()NA1.RIVE — - — --- F��C�`\• J°mb 1 6 N.VENICE,FL 34275 -- �� y rO LYNN n (941)-480-1800 SOD-5570 NTSF11 11 OF 21 G f -0.6670.0 @ 4 A LYNN MILLER.P.E. P.E.M 60705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK 4" INTERLOCK y 4• PAIQ CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERIrE CENTERLINE 4" 1 17 EXTERIOR 3.22" EXTERIOR y -3.22" E)[TERIOR EXTEE ---3.22' EXTERIOR 2-TRACK CLUSTER'W 2-TRACK CLUSTER'C6• V 2-TRACK INTERMEDIATE lu 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS -.1•ANCHOR LOCATION ANCHOR LOCATIONS '4/3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK— INTERLOCK— PANEL PANEL PANEL_ CENTERLINE 4" CENTERLINE 4' CENTERLINE CENTERLINE 4.75* CENTERLINE 4" �._ EXTERIOR - ti —3.22" EXTERIOR 3.22" EXTERIOR �J v 11 EXTERIOR ERERIQR 22" 3ACK INTERMEDIATE RCK CLUSTR3' ..ITIONCK ITIATE 3A•ANCRACKHORLOCAN n ANCHOR HORLOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGALOR AS TRAGAL OR INTERLOCK-- INTERLOCKS PANEL- PANEL_ PANEL CENTERLINE 4 CENTERLINE 4' CENTERLINE CENTERLINE CENTERLINE 4" EXTERIOR — -3.22" [%TERIOF2 r 3.22 EXTERIOR EXTIE ERIOR EXTERIOR 3.22° 4-TRACK INTERMEDIATE 4 TRACK INTERNIMATE'12' .5 4-TRACK INTERMEDIATE'•3• 4-TRACK CLUSTER 4-TRACK CLUSTER '+P ANCHOR LOCATION ANCHOR LOCATIC NS ANCHOR LOCATIONS •C3•ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS NOTES: FIGURES PEIITAIRTO THE FOLLOWING H6Z- 1)ALL DIMENSIONS SHOWN ARE BASED ON MINMAUM ALLOWED. __.INTE1 CTE NIGIOR1Q 1Yk19: NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376"FOR ALL HEADS: —� 2.375" j 2)TRACK-TO-TRACK i DISTANCE 13 2.876" 2.376" FOR ALL HEADS: He 1 PRODUCT RODP yCTSwith the RENEWEDrida \�YIY LYNN a.11ding Code ,�'�,.• N :R iAOMTHH3LGwINORFro •bm 5 NOA-No. 78-1210.01 f:• '�lT' CLU$TF.RANCHOR LOCAT*N$. P-hook 1 7 — — Expiration Date 04/14/2021 ?�T:' No.68705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By — Mlam �'i1 ISI'16 ANCHOR LOCATIONS B J ROSOWSKI aTA E :.1 . HeadISIN 1 CERT.OF AUTN.0=116 !a "T,,10NAk i T��``• Jamb 6 1 1070 TECHNOLOGY DRIVE P4** 7 N.VENICE,FL 34275 -- — (B41}460.1000 SGD 120F21 I+ M -6670 NTSD-6670.0 AIYNNMaLER,P.E. r>E s,eras P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW)_ FIGMUPERTAIN TOTHE FO`L°"tHORLOCATX)—GAUMAl ` 2.376" — _ -t►1u W W L� 4.75" r—►1 7.125" � tOh� MAX, 21,6" 21.5" 21.0" F1JambIN +i MAX. MAX. MAX. Jamb O.C. ExTEfUOR O.C. T€X-FRIG" O.C. EXTERI Phook... _— OPT.ANCHOR 'r-✓� C� TO AID IN ALIGNMENT 6" 0 8" NOTES:. MAX.. MAX. MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. I 2-TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME BEERLOCAN ED NRADJACK CENT TRACKS BS,ANCHORS MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES _(4)WEEP NOTCHES (6)WEEP NOTCHES PER END(�1"X.500" PER END Q 1"X.609- PER END @ 1"X.500" 4 SILL 4 SILL \ EXTERIOR SILL (� EXTERIOR f3 EXE OR 8"MAX (3)TRACK WEEP HOLES EVERY 24" 1.126"X.190"; (6)TRACK WEEP HOLES \' (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"C 1.125'X.190';; TO AID IN 24"Q 1.375"X.600- (1)WEEP NOTCH EVERY EVERY 24" 1.128"X.1 go"; ALIGNMENT 24"0 1.375"X.500- (1)WEEP NOTCH EVERY 24"®1.375"X.600' NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED OF ANCHORS REQUIRED IN THE P-HOOK. as oomoMno with tho Florida \�� p1Y LYNN 41/"11 Bullding CCoodd0 . .` FgMESPERTALNTOTHEF01LNOA-No. 18.1210.01 Qz�,•' �lCEN3F _Fp A)ANCHORLOCATOW Expiration Data 04/14/2021 Mn.58705 �Y Li VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By ff1I6MI-UAdq~UCt Control Jg4 ANCHOR LOCATIONS C �� J ROSOWSKI sTnTo CERT.OF AUTH.M298 ------ -4MD-5570.0 H..elslaca+Jamb s 1070 TECHNOLOGY DRIVEP•llook 7 N.VENICE,FL 34275 — y(941)-480-1800 SGD-6670 j NTS 13OF21 d A LYNN MILLER,P.E. -- --- — - P.e.o 59706 HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: SILL 90e CORNER CLUSTER-ANCHORS LAYOUT: FOLLO"ING9 rCORNEER SILL --- - — ---- - LOGTIONS: ,ems —90' • 4" 4" 4" L4- 4" 4" 4" 4" e o o M 1 aa Jamb 8 - 3.22" EXTERIOR -CORNER EXTERIOR 2-TRACK 90'CORNER 2-TRACK 90'CORNER J� P•IIOOk 7 'C4'ANCHOR LOCATIONS 'Ca'ANCHOR LOCATIONS V 2-TRACK 90.CORNER RIOR 2-TRACK 90'OORNER EXTERIOR (USE WHERE-03'IS SPECIFIED) (USE WHERE-C8'IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS n (USEWHERE-C3•ISSPECIFIED) (WE WHERE-CF 18 SPECIFIED) �J I M 11 I1 1 PRODUCT RENEWED 4" 4' 4" 4" as oomplyln�with the Florida lulWlny Codi NDA-No. 15.1210.01 /xpintion Dau 04/14/2021 4" 4" 4" 4" By Mia P uet Cont EXTERIOR 3.22" EXTERIOR 3.22 - 3.22" 3-TRACK 90'CORNER 3•TRACK 90'CORNER 'C4'ANCHOR LOCATIONS 'Ci'ANCHOR LOCATIONS V i•TRACK 90'CORlER E 1 R 3-TRACK E0'CORNEREXTERIOR (USE WHERE-Cr IS SPECIFIED) (USE WHERE-C3"13 SPECIFIED) 'C4'ANCHOR IOCATKNiB OF ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIRED) USE WHERE NW IS SPECiFIED) VVV 4" o \. ���1YNN Aid/ /, 4" 4" 4" 1� '�aiisr''!Ep 4- `ft NO.58705 4" 4" o = = =-0`•� 1516 w STATEOI 3.22' 4" �c� .FlORlO�•',� ` 4-TRACK 90'CORNER EXTERIOR 4-TRACK 00'CORNER EXTERKM 4-TRACK 90'CORNER 4-TRACK 90 EXTERIOR -3.22" '04*ANCHOR LOCA710NS ��-- 'CrANCHOR LOCATKNI9 �-- •CORNER I1 QN��I �� (USE WHERE"C3*IS SPECIFIED) (USE WHERE*CV IS SPECIFIED) 'G'ANCHOR LOCATIONS 'COR LOCATIONS (VSE WHERE'C3'IS SPECIFIED) (USE WHERE WMERE'C8.18 SPECIFIED) A.LYNN MILLER,P.E. NOTES: REA 6870E FOLIRES PERTAIN TOTHE FOILOVA1 OWCORNER — 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. $VINYL SLIDING GLASS DOOR NOA(LM) A 10/06/16 HFADANc110RLouTwaa: 2)DETAILS DEPICT ANCR QUTITY AND SPACING,AND WOULD BE -- 90. SIMILAR FOR OUTSIDE(SHOWN)AND INSIDECORNER CONFIGURATIONS. ANCHOR LOCATIONS D J ROSOWSKI FiaatU881 1 j2�3)TRACK-TO-TRACKCERT.01 RUTH.M29208 DISTANCE IS 2.378' t2.375" --- FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34278 (941)•480-1800 SGD-6570 NTS 14 OF 21 In, MD-5670.0 �f HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TOTHE FOLLOYAN0/76'CORNER ill ANCHOR LOCATIOW 136 — q" o q" 4" 4., 0 0 *4' ° FNadIBIA 1 XTERIOR E�ERIOR demo 6 fl 3•�" EXTEJ�RI,OR 4,2-TRACK 13Y CORNER GEXTERIOR 2-TRACK OCORNIER CJ 2-TRACH 136'CORNER C7 ' 'ANCHOR L LOCATIONS 'C6•ANCHOR LOCATIONS , 2-TRACK 13W CORNER V (USE WHERE-CT 19 SPECIFIED) (USE WHERE'Cr O SPECIFIED) 'CY ANCHOR LOCATIONS ANCHOR LOCATIONS (USE WHERE'Cr O SPECIFIED) (USEE WHERE'CV IS SPECIFIED) 4" tEXTERIOR 4" 4 44 ° 4" $ttOmpCI -Itth tthe(PIOoddR ellding Codi-j4„ NOA-No. 15-1210.01 1 ° Explrmtl n Date 0 4114120 21 EMERI R E�ERIO EA gy 3.22" V 3.22" V MIRmI- product Control 3-TRACK 136'CORNER STANCH 13Y LOCATIONS 3•TRACK 135'CORNER 3•TRACK 136•CORNER 'G'ANCHOR LOCATIONS 'C6'ANCHOR LIS SPECIFIED) (USE WHERE'G3*IS SPECIFIED) (USE WHERE-05-18 SPECIFIED) 'G'ANCHOR LOCATIONS 'C6'ANCHORIS SPECIFIED)(USE WHERE'C3'4 YNi SPECIFIED) (USE WHERE'Cr L4 SPECIFIED) 4"' 4' q^ 4' ° \\\j1 INrri \``\`\\ON..LYNN...1 i"� 4- 4' 4" 1T No.58705 TY/ EM RK)RK)R EMERKN2 EME EME •:�/-. 3.22° %UC STA EOF 4TRACK 136'CORNER �/ 4-TRACK 136•CORNER \J \V/ "IOR01 '� \�� 'C/'ANCHOR LOCATIONS 'CB'ANCNOR LOCATIONS 4-TRACK I 3 CORNER 4-TRACK 136'COINER ��os"....'....... 0 (USE WHERE ANCHOR IS SPECIFIED) (USE WHERE•CYO SPECIFIED) 'G'ANCHOR LOCATIONS 'Ci'ANCHOR LOCATIONS .s!0NA1-E�,\�` (USE WHERE'Cr IS SPECIFIED) (USE WHERE'Cir IS SPECIFIED) I I I I I I\ A.LYNNMILLER,P.E. NOTES: P.E.i 58705 FIGURESv°nuw TO nce FOLLWA o lug CO NWR 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _- -HEAD ANCNORLOCATION&- VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE — — SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E B J ROSOWSKI HadIS 1 - mb 3)TRACK-TO-TRACK CERT.of AutH.02 go w �� 7 DISTANCE IS 2.375" 2.376" 2.376" -- -' FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 y� (941)-480.1600 SOD-5570 1 NTS 15 OF 21 a11MD-5570.0 f HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS_LAYOUT-0)INTERLOCK OR ASTRAGAL: Fg0fG8�RTNNTO RME FOUL LOCATOW"' _ - _._ SRICED BAL ANCHOR LOCATIONS: SPLICE SPLICE CE SPLICE_y LOCATION 4" LOCATION 4" LOCATION LOCATION 4" 4" 4�EXTERI R_ P-3. EXTE8-17L�•IOR - -3.22" EXTERIOR EXTERIOR HBiN8iA 1 `f SPLICE 2-TRACK SPLICE 2-TRACK SK 2-TRACK SPLICE ,)-I, 2-TRACK SPLICE JURb 5 'G'ANCHOR PLICE)NS- 'C6'ANCHOR LOCATIONS 'C4'ANCHORLOCATIONS ��// 'Cr ANCHOR LOCATIONS P-h00k 7 (USE WHERE'C (USE WHERE'Or IS SPECIFIED) (USE WHERE'C5'18 SPECIFIED) 3.19 SPECIFIED) (USE WHERE-CW 1,4 SPECIFIED) SPLICE SPLICE SPLICE LOCATION 4.76" LOCATKXI *4- LOCATIOE 4" LOCATgN 4" PRODUCT RENEWED %TE OR EXTERIOR . EXTERIOR 3.22" EXTERIOR 4" •s comp in 1 with the,Florida EXTERIOR Building odi 3-TRACK SPLICE 3•TRACKSPLICE n 3•TRACKSPUCE 3-TRACKSPLICE NOA-No. 15.1210.01 •CY ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS �J •O4'ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-W IS SPECIFIED) NSE WHERE-03-19 SPECIFIED) NSE WHERE'CS'IS SPECIFIED) ExpirationOates 04/14/$021 By Mlaml-D d uat Control SPLICE 4.75" SPLICE SPLICE SPLICE LOCATIONF-I LOCATION 4" LOCATION LOCATKX7 4„ 0 o e e o e o EXTERIOR 4" EXTERIOR 3,PE" EXT I 3.22' EXTERIOR -.� 3.22" `.` p��V L NN 41,��'�� 41-TRACK SPLICE 1-TRACKSPLICE4-TRACK SPLICE y 4-TRACK SPLICE :'N" �TCEN$F '-.fp •CP ANCHOR LOCATIONS 'Cr ANCHOR LOCATIONS ANCHOR LOCATIONS v 'CS'ANCHOR LOCATIONS •� C' (USE WHERE-CS'IS SPECIFIED) (LISE WHERE W IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) NSE WHERE-CV I$SPECIFIED) = ti4 No.50705 '�r y��%�••. STT l .•��w i tb�•''F�ORIOP.' •\�� ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.RE. HEAD ANCHOR LOCATION& FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 8. REIS W05 3)TRACK-TO-TRACK &2.375" VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" 2.375" ------ FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F IS J ROSOWSKI I I R7j 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH.028288 HenN NI 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE P•hook N.VENICE,FL 34275 i - — - (041)-480-1800 SGD-5570 A NTS 16 OF 21 i MD-6570.0 4 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL - — CUTSIDE90• INSIDE 90' ^ DOUBLE TYPES SINGLE BINSIE Fp®D LOCKSTYE OUTSIDE 136 ABIDE 1ST v � r{ AtTTRALYII ASTRAGAL ASTNAGAL ASTRAGAL INTERLOCK 6 ABTRAOAL INTERLOCK 111fiRl.OGf STILE N Nl%MDLE BOXOur BOX IN ASTRAGAL ASTRAGAL INTERIOROR OUT II RECEIVER RECEIVER RECEIVER RECEMM EXTERIOR GLAZED DOUBLE — M LOCKSTILE I INTERLOCK -TINGLE- INTERLOCK E F PP K L L TC TA TV TW i LOCKSTILE ABTMOAL,.� OUT Iar0Y1) O=N W I B H P A IN C C SC SA SV SW SD o K 6 DOUBLEKrERLOCK mm RR R �S S FC FD FV FW A I ew Il.l LOCKSTILE / I / ABTIaGAI Lpp1�7S,B —_� WI HANDLE D M V 1/ V f- /pT0Ya9 ISN � _ _ am= LR T U - DS B B w ANINOM ASTI"°"LN T U J SOKIN CT CS CF Z � a ATTR OAL A T AS DF RECEIVER OUT STRAG• ■ ,� VF PRODUCT RENEWED V REC A." V ssBullcdolnp Cmftin ewith th*Florida o IN.1sT �� WF Expiration NOA-No. 1&1210.01 AETRAwIWT RECENER iratlonDota04/14/2021 Mlaml-i Product Control LEFT PANE _ RIGM L - - - _ PANEL STILE — - - - ��++��-�� STILE PANEL TYPE "F"SHOWN. PANEL NOTES: `�V X11 (LYNN 7�7j��i 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10105M5 *' No. 68705 NOT AVAILABLE. _ PANEL TYPES 141 J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80". � � — as ��lp� TA es � �' u ' 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT. AUTH.02es9B A; 1 YPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE a .,S/ l N.VENICE,FL 34275 - -- 'N n I I " (941)-480-1800 GGD•6570 NT3 17 OF 21 ! MD•6670.0 A.LVMIIMLLER,P E P.E.S 66705 1� 8.875---►, ------ .- 10.636- - 640 .291 -.081 100__ 126 -76 [---.550 � -.762 tu- 1.812 O ❑ 1.881 RFA -.082 -.930 1.928 •- 100 1 7OCOVER(PVC)W ©ANCHOR PLATE Q9 TRACK INSERT OO EXTENDOCK CAP ED POCKET B.178 10 2 TRACK HEADIJAMB O8 4 TRACK SILL 1.000 262 231 080 2.080 100 -+t 8.250---- '�� -----8.260-- 1.000 .260- 1.435 -� .080. 100 � 949 �' -��Y 1.983 1.813 1.681 �--.082 T t -.080 100 1'I BOTTOM RAIL 1 FRAME SILL SIC VER CK 13 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEADNAMB O4 3 TRACK SILL O SUPPORT ©ADD-ON 640 291 .081 r.229 EAzI 6.876- ►( - 540 4 .075t00 - 2.607-�I( 14081.8113 1881 + -.0 .082 11 .329 100 -1 -i O EXTENDEDKEEPER KEEPER ®gglR CpyERMENT ®REINFORCEMENT FIXED PANEL CLIP REINFORCEMENT La;4m© TE 4 TRACK HEAD/JAMB O2 2 TRACK SILL 2,b11 I+-2.838-�-) 1.825 Ir 1.570 If 1.696 r-- 1.695 r- T 3.483 El .126 . 2.898 2.073 .099 2.833 2.388 Q .400- 070 .076 2.118 4.836 4.279 .100 - 2.785 2.788 2.210 .090 ,300All -� 2.025 312 I ®4 INTERIOR JAMB COVER 1�-.188 2710- 0- . 1.876 - PRODUCT RENEWED I+- � .182 .120 If.182 2291 100 _ ���, a com�PII��in with the Florida ®AND STILE ce TOP.AND STILE REINFORCEMENT,LIREINFOREMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTERS V ASTRAGAL ADD-ON AND BOTTOM RAIL NOAPANFL STILE,TOP -No.O�n 16.1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY expiration Date 04/14/2021 REINFORCEMENT �Y 3.452 3'� 1�--3.346 NOTES: MlamhD Product Control 1.472 919 1)SEE SHEET 4 FOR .125 3.209 13.713 .090 SILL RISERS. .126 .080- � 3.346 2175 .048 1.b00 3247 2)SEE SHEET 20 .070 228 .065 ,919 FOR SCREEN PARTS. ,300 1.170- ®136'CORNER 135'CORNER 135'CORNER 135'CORNER 90'CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS ASTRAGAL ®PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ®ASTRAGAL CAP, ®ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR � OI LYNN 4j, .912 912 .210 .262 .173 '`1CenSF •��6f,'; 0� L1 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 No.68705 1.281 .082 1.281 1.281 1.281 1'1.281 ------ - - - = j, 9 EXTRUSIONS a J ROSOWSKI 0 7T tf - 7116' 7/16" W-1/16" 1-1/161 1.3/18" ®SQUARE BEAD 81 BEVELED BEAD ®BEVELED BEAD ®OGEE BEAD ®OGEE BEADS/F<OR10 1070 TECHNOLOGY DRIVE LD-55710f �� ,,0NAI.. N.VENICE,FL 34275 -- - -- - (941}480-1800 NTS 18 OF 21 4 MD-5570.0 A LYNNMILLEN P.E. P.E.p 6ti706 1)INSTALL i 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD .00 �E� (4)ANCHOR CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY TYPE AS USED PANEL a ° JAMB& INSTALL ONE BLOCK AT � HEADER IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK BLOCK TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL (3)#10 X ° ONE BLOCK THAT C93)(3)#10 / SPANS BOTH PANELS. I �90�(3)SMS Al d FIXED PANEL CLIP ��l I FAIJEL INSTALL ONE CLIP AT THE O 114" S MIDSPAN OF F.ACH FIXED es X 7--114`SMS CLIP PANEL-TO-FRAME JAMB LOCATION. �/ #a X V �— SMS / -8BAR COVER (4)#10(-8� X 2"SMS 42 REINF.BAR ', #8 X 1-1/4"SMS i KEEPER(a tv JAMB TO KEEPER TO JAMB SILL ASSEMBLY \\� ATTACHMENT \ / LOOKING JAMB G FNOA CTgRENEWED REINFORCEMENT PLATE L\ �[] l�odiWlth tha Florida ATTACH WITH#8 X 1-1M' 4-PANEL,2-TRACK �) 15-1210.01 0 34-112"MAX O.C. OXXX SHOWN KEEPER" n Data 04/14/2021 a unt control -- —-- -- (4)#10 X 2"SMS INTERLOCK INTERIOR CLIP COVER J,/ \\ INTERLOCK NOTES EXTERIOR o24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 1t n t 1 U I 2)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING. ``�'t LYNN C°� 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. . 7jr7�i BOTTOM RAIL ° #10 X X i ...;k SUPPORTH 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ' taCENSF •eF4f (2)#10 X v SMS THROUGH SUPPORT,sn Y Li VINYL SLIDING GLASS DOOR NOA(LM) A 10/05115 _ N0.56705 INTO PANEL b1 PANEL ? J ROS lox INTERLOCK SILL RETAINER B�1ACCESSORIES INSTALLATION KI O; �• a -vz"sMs ASSEMBLY ALL PANEL CORNERS �,OFAUTM,pppgg _ _ --- - — - _ � . �coR1v�••'' CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE �' '/....... ��a�?�� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34278 - 7T r7 NA% "t` A LYNN MILLER,PA. - - - _ (841}480-1800 SGD-5570] NTS 19 OF 21 l4 MD-5570.0 134 P.E.#68706 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 1 a e ❑u 26 100 1 J 6 121 133 121 iai 14• 102 11a 103 \\r _. IAl_ 11e 1ao HORI20NTAL SECTIONi/--- $3 —_ HORIZONTAL SECTION EXAMPLE EXAMPLE 7 - (1}102 11t - ;W31106 0111 4 1 a a -- - -- 11e t s a HORIZONTAL SECTION EXAMPLE 100 -SECTION 117 1.081 r- r 1.081 EXAMPLE 1.202 1.778 1.778 •� .876�� r' .876 +y I� 1.020 ---L3- r .:-- .050 -►+�--.060 .046 tr{ I1�SCREEN 121 SCREEN Gz\SCREEN OXO 1 983 1883 1 874 FRAME SIDE RAIL, C ASTRAGAL yy RAIL LATCH ADAPTER L PRODUCT RENEWED '082 .082 -'062 as complyingwith the Florida OBOX SCREEN OSOT SCREEN BOX SCREEN too TOP RAIL 70180T70M RAIL toe SIDE RAIL j� �726 41.43b r NOA-No � e 15.1210.01 121 .708 782 I Eaviratlon Date 04/14/2021 ��.040 Br -.062 MIam"n oct Control u 1.020 r- 1.503 1.373 t� 120' _� 12J SCREEN VINYL 72�FRAME SILL 1.872 ( �- i� .063 2 4 e C�ASTRAGAL ��SCREEN .055 1.833ADAPTER ADD-ON 1 —1 11 144-+ 062 +I I+- .372 BOX (, J. 1oJ SCREEN BOX tut SCREEN °YOXOSCREEN INTERLOCK SNAP-ON ASTRAGAL VERTICALSECTION BUG FLAP ADAPTER {{Illrlt VES N ice_ ICAL CTIOCTIO111 117 EXAMPLE EXAMPLE NOTES: - — 1.306 1)ALL DIMENSIONS IN INCHES. 1.343 065 �I 1.487�� •` �:• � •'•.�P 050_ 11.487 1 51p VINYL SLIDING GLASS DOOR NOA j�j 10105!16 - No.66705 Y rrs� i I -.080 s _ I4 SCREEN DETAILS ROSOW3Ki •,(� 106 BOX SCREEN or BOX SCREEN 108 BOX SCREEN HEAD < - — < :��'• 8 K/� W C ASTRAGAL COSILL ADD-ON C�AND JAMB ADD-ON 1 ADAPTER CERT.OFAVTH.JIM 06 - - --- — -- - a - -- ;�(`s':140moo'.••��\��.� 1070 TECHNOLOGY DRIVE `S10fV��A�1�.tN�`� N.VENICE,FL 34275 - - - A L rtt4 taiall PF. (941)480.1800 SGD-5570 J NTS 20 OF 21f MD-5570.0 # p TABLE C: T f TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description T Material 1 19001 2-Track HaadJemb RigW PVC 42 19085 SIB Poser-(2.112") 606376 Alum, 100 12268 Box Screen Top Rag 8083 T6 Al 2 19002 2-Track SII RigidPVC 43 19022A Sill Riser-(3112') 8083.18 Alum 101 12257 Box Screen Bottom Rag 5089 76 Al 3 19026 3Mack HoOJemb fWd PVC 44 19023A Big Poser-(4.1116") W83.78 Alum. 102 12266 Box Screen Side Reg 8083 T6 AI 4 19028 37yeek Sig Rigid PVC 46 1OD24A Sill Poser•4-6/8' OD8378 Alum 103 84428 Box Screen Inedock 6063 TO At 6 19027 4-Track HsadrJamb mggid PVC 60 71SWgW .18T'x.320"Finseal(Stile) 104 11347A Sox Screen Snap-on Bug Flop 6083 T8 At 8 JIM 4-T"ick Sill Rigid PVC 61 7189% 1-112'x 1"x 314"Flo Seel Dust Plug 106 64346 Bon Screen 0X0 Asbagel Adopter 5083 78 AI 7 19009 Frame Sew Cow Rigid PVC 52 71896 Dust Plug106 17949 Box Screen Aekagal Adapter 808376 Al 8 19031 Anchor Plats 808376 Alum. 80 418041 Interlock Glp Cover PVC 107 19039 Box Screen Frame 8111 Add-on WW M Al [2319D 9007 Rock Insert 608378 Alum. 61 7B163X Tandem Roller Assembly SS 105 19036 Box Screen HsaWamb Adrian SOBS TO Al l 8084 Interlock Cap-Extended Packet Rigid PVC 62 78163N Tandem Roller Assembly Nylon 109 72DXIX #14.20 x 1"M8 T Pall 68 18038 Bottom Reil Support 808378 Alvei. 83 78X76fPTX #6x314"Ph.FFI SMS�Roger&Point 3S 110 720X112X #14.20 x 1-1/2'MS 0 Bolan Rain 90084 Outer Sill Cover 808378 Alum. 64 419042 Frame Header Birk Ion 111 717930 Weip,.270"x AW'-Fin Seel 19011 Sig Track Cowr Rlgld PVC 66 48062 Roller Act.Hole Plug PVC 112 61806K Wetp,.187"x.600'Q Bug Flap 18032 P-Hook Adapter 8083.78 Alum. 88 44386 4 Hot*Bumper Stop PVC 113 76RAZ Standard Rage Ian- 79020 P•Hook 8083-78 Alum. 67 78X114FPTX #8 x 1-114"Ph.FH SMS Bum St 88 114 78RAX HD Rage 8S 9047M Extended Kespor W63-TO Alum. SB 718880 SBI Plug PVC 115 "dee Screen LockingHardvars Sleel 8D20M 8083.76 Alum. 69 78106X Geminl Marilee Lack w/bng Trim plate StewSS 118 419063 Semen Keeper Steel19014 Reinforcement Bar Caw Rigid PVC 70 71032X1FPFX 10.32 x 1"PhFH MS Q Leek 83 117 76XIPPA #8 x 1"Ph.PH SMS Steel 19030 Reinfaeoment Bar 8006 T6 Alum. 71 wrles Hartle Kit Cast Zine 118 1892/314 Semen Spline-.160"d.186" Vinyl OD37M Fixed Panel GI 806376 Alum. 72 19064 Interlock RMafner G N Ion119 1816C2D screen Cloth F lees 9036M Reinforcement Plate 808378 Alum. 75 Kornmerfi g 460 TPS Spacer System See Shad TABLE E:STANDARD SCREEN9017M Top Reg,Bottom Rall and Locksille 8006.76 Alum. 78 Quanex Super Spacer nM wilh Hot Melt Butyl i0to # Part# Deeorlptton Material 19046 Reinforcement Composite 77 Quanex Durueef Materials9018M Intedock.300 Reinforcement,Std 6006.76 Alum. 78 Cardinal XL EdSpacer 120 120 Screen Frame Reil 6053 T5AI 9013M interlock.400 Reinforcement,HO 6005.75 Alum. 79 Dov Corning 996 or 0127700 Backbodding 121 12028A Soreen Frame-Side Rall(t etch) 8083 T5 AI 9019M Astrigal Reinforcement 6006.76 Alum. 60 19090 7118"Square Bead Rigid PVC 122 17363 Screen OXO Astragal Adapter 6063 T8 AI 30 19083 Extended Packet Warlock Adepla 808378 Alum. 81 7118"Sawled Beed Rigld PVC 123 4863K Screen VW Astragal Adapter Ri9Id PVC 31 19008 Werlock Adaptor 17igld PVC 82 18044 1-1/16"Bowled Bead PVC 121 1901211 Frame 8111 Screen Add-on eW3 76 At 32 19008 Astragal Add-on Rod PVC 83 19046 1.1118"Ogee Beed Rigid PVC 125 OFP95K Bug Flap,06.1.5 dura. Vinyl 33 19004 Panel Sills,7 Bottom Reil Rid PVC 64 19018 1.3HS'0 Bead Rigid PVC 120 78X112PSATS #8 x 1-1/2'Ph.PH SMS(Assembly) 38 34 18040 Inerlor Jamb Cover W8378 Alum. 116 71726K Setting Block 112"x 4"x 1118",86+/-6 duro. NoWene 127 712027 Comer Key Wheal Assembly(Standard) Nylon 36 16078 135°Came;Astragal SMS-76 Alum. 88 71726K SettingBlock 1"x 4'x 1118"86+/-6 dura Neoprene 128 71202785 Comer Key Wheel Assembly(HD) SS 38 19077 136'Caner Astragal Passhe Mount 806376 Alum. 90 781PSTX 08 x 1"Ph.PH SMS Q Frame Assembly 88 129 wrlse Screen Looking Hardware Steel 37 18078 136'Corner Astragal Cap-Ext. RIgld PVC 81 70X114PHPT41OX 178 x 1.114"Ph.PH BMS Q Relnt Bar 66 130 710X34PPSDAX 010 x 314'Ph.PH SMS Q Soreen Ast. SS 38 19080 196'Comer As9 el Cop-Int. Rigid PVC 92 71OX1PHPT18•BX #10 x 1"Ph,PH SMS Q RMI"Oil SS 131 7W2PPSMSX #8 x 112'Ph.PH SMS Q Door Asl. 88 39 19078 90'Corner Astragal We"Alum. 93 71OX116PPX #10 x 1.112"Ph.PH SMS Q Fxd.Pnl.Glp 88 132 189213/4 Soreen 8plins•.146" Vinyl 40 19081 90'Corner Askegal Cap-Ext. Rigid PVC 94 710X2.6PHPTIO.OX #10 x 2-1/2'Ph.PH SMS Q Reint PhAstAsl. SB 133 1B18C20 Screen Cloth Fiberglass 41 19052 90'Comer Astragal -Int. Pigid PVC 95 71420Xt.26FPFX #12 x 2-114"Ph.PH SMS Hdr.Black 88 g8 71OX1.76PPX #10 x 1.314"Ph.FH SMS Q Keeper 8S 97 710X14PPX #10 x 314"Ph.PH SMS Ext.Pitt.Int. BS PRODUCT co2 with RENEWED Florida ���` iLYNN Buildingo e .� ... NOA-No. 15.1210.01 `"1�•.•�;....... •�F� '� Expiration o 04114/2021 �4 VINYL SLIDING GLASS DOOR NOA(LM) 10/06/16 By No.G8705 ` Mlaml- Product Control PARTS LIST 4 J ROSOWSKI ='n �2 IS(b ;'', -PU STATE r• ter\; WRID CERT.OF RUTH.11292Be a - --------._.- - 1�. •.'., •• CN t.NOTES: 1070 TECHNOLOGY DRIVE n � S/nMA1.F ` 7)ITEMS#14.18,48.48,63-68,73,74&87-89,08&99 ARE NOT USED AND N.VENICE,FL 34276 A.LYNN MILLER,RE. ARE NOT PART OF THIS APPROVAL. (941)-480-1800 SGD-6570 NTS 111 210E 21 f MD-5570.0 REN59705 N ;EC ��� NOV 0 3 2017 PER"A17TING MIAMNDIADE � 5t. Lucie County, FL MIAMI-DADE COUNTY 76= 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.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High V u e. DESCRIPTION: Seri "HR-5510"PVC Horizontal Rolling Window L.M.I. APPROVAL DOCUMENT:Drawing No.MD- 510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.17 MIAMFDADE COUNTY Expiration Date: September 24, f 2020 ® g J 5 b Approval Date: September 01,2016 (( Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, 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 fined window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale 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. 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) Manuel Per Product Control Ex min NOA No. 16-0 .17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NDA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. Manuel Pe E. Product Control4-097t. aer NOA No. 17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated August 28, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Statement letter of no financial interest, dated August 28,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. E. OTHERS 1. Notice of Acceptance No. 15-0903.10, issued to PGT Industries, Inc. for their Series"HR-5510"PVC Horizontal Rolling Window- L.M.I.,approved on 09/24/15 and expiring on 09/24/20. Manuel Pe • . Product ControltMt-17 er NOA No. Expiration Date: September 24,2020 Approval Date: September 01,2-016 E-3 2.5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 5 12-314"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE B,SEE LEVEL,SEE SHEETS" IMPACT RESISTANT 8'MAX. -� �- ___.._-._._ r-�'SHEET 3 1-114" I� SEE SHEETS MAX -�^{ - 9-16 _ D.SEE 2-5 ANCHORS,SEE CLUSTER F. SHEETAI DETAILS SHEET 5-�� 76'�� 18.94'MAX.O.C. --- ------ MAX.O.C. _ B,SEE SHEET 3+ 10'MAX. _._._._._._-_i- _._._._._._._1. 6"MAX I �- ,1.__.___..__ 'SHEET 3 C,SEE r 10"MAX. I 8HEET4+ r _._._._._.-._ E,SEE.`-- C SHEET 3t t 19' 78' EQUALLY (�I MAX.O.C. MAX. 72" E SPACED / v-- / HEIGHT I BSUCK UCK EQUALLY / / / 63" ANCHORS PER TABLES 17-27 1 HEIGHT SPACED MAX I ANCHORS PER i HEIGHT SEBUCK E I TABLES 17-27 j SHEETS 9-16 15.67' 0 X O X X O X MAX.O.C. 9'MAX. 8"MAX. SFESILL _ SEE SILL _ _ WEEPHOLE_� 4"O.C. 3"MAX. -+� WEEPHOLE_ 4'O.C. 3'MAX WEEPHOLE� 4'O.C.BETWEEN -��B DETAILS, L DETAILS• I SHEET3 BETWEEN SHEET4 BETWEEN 3'MAX. EPHOLES - B EP WEEN L-- D WEEPHOLES 75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH 140"MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION_ FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN --- STANDARDS USED: GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION •ASTM E1300-09 1) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI-S100-07IS2-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES......................... AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 1 5)ANCHOR EMBEDMENT TO BASE MAT'ERVLL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. EQUAL LE .................3 INTOX 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,NTEGRAL FIN -1/3%STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL..................... 4 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33 . THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS. 5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, DESIGN PRESSURES...................8-8 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9.16 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NO&ROYAL WINDOW AND DOOR PROFILES.LTD WHITE&BRONZE/LIGHTER EXTRUSION PROFILES&BOM....17 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ith the FkWMR as complying`° BuildinS USER INSTRUCTIONS: Amp p DMNo Code tance I "0 7D 201)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. RaNaW W. DN: MviNon: Expirationc /� o 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND JR 05/05/16 A)ADDED SPACERS TO BY REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING SHEET 5. Ydrami t TABLES 6-16(SHEETS 6.8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING - RaW and W. Dob: Rarlalon: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION - CONDITIONS. D..'oom Dr By: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16).VERIFY THE ANCHOR/SUBSTRATE WALL MEETff t IT GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET t� l L SET ARE MET. 1070 TECHNOLOGY DRNE TitN: Date 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/JCHANNEL INSTALLATION. - N. VENICE. FL 34275 HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. P.O. BOX 1529 NOKOMIS, FL 34274 Sarbaluo". Scab: I Snaat Drowirq No. Rar. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNNMP LER.P.E. CERT. OF AUTH. x29298 HR-5510 NTS 1 OF 18 MD-HR' -01 A INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE 8 ON SHEET 2. P.E.N 58705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Frame Glen Type Description(Listed from Exterior b Interior) Types Options ConditionsInstallation SubstrateOption DeWI sterol 5 7/8"Laminsted I.O.:1/8'A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 118"A Glass with 090"PVB Intedayer (we Fig e) (we Table 1) 6 7/8"Laminated I.O.:1/8'T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer Through the into 2X Wood FramelBuckship-sheet 4,option 5 7 7/8'Laminated I.G.:3/16'A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer J-Chun 1-4 integral en...... into Metal-sheet 4,option e 8 7/8"Laminated I.G.:3118"T Exterior Cap+518"Air Space+5/16"Laminated;(2)Laes of 1/8'A Glass wdh.090"PVB Interlayer (�) Through the home ....Into 2X Wood Frame/Buckstdp-shoat 4,option 6 of the window...... ....into MaW-sheet 4,option 7 10 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lttes of 1/8"H Glass with.090"SG Interlayer Into 2X Wood Frsme/Buckstrip-sheet 3,colon 1 11 7/8'Laminated I.G.:3116"A Exterior Cap+316"Air Space+5116'Laminated;(2)Utes of 1/8'H Glass with.090'SG Intertayer Flange t Through the Mae ....Into Concrete/CMU-shoat 3,option 2 12 7/8'Laminated I.G.:3/18'T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090"SG Interlayer l#2) -a *mine the window...... ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 14 7/8'Laminated LG.:1/8"T Exterior Cap+5116'Air Space+7/16"Laminated;(2)Utes of 3/16'A Glass with.090"SG Interlayer ....into Metal-sheat 3,option 4 15 718'Laminated I.G.:3/18"A Exterior Cap+1/4"Air Space+7/16'Laminated;(2)Unser 43118'A Glass with.090'SG Interlayer Through the Into 2X Wood Frsme/Bucrutnp-slat a•option 5 16 7/8"Laminated I.G.:3/18"T Exterior Cap+1/4"Air Space+7/18"Laminated;(2)Lftas of 3118"A Glass with.090'SG Interlayer Integral Fin 1 4 Through hthe*. Into 2XMetal-sheet 4,Buckoptio6 (#3) Through the hams ••••Mo 2X Wood FremdBucketrip-ateet 4,option EET 6,TABLE 5 FOR GLAZING/DESIGN PRESSUREANCHORAGF INDEX. of the window...... ....Into ANW-sheet 4.option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,11 6 .M 15 Boot/ ... o 2X Wood Frome/Buekstrip-sheet 3,option 1 Min.Edge Min. MAY NOT BE USED IN THE E 1 4 Though the Name ,,,,Into C lete/CMU-sheet 3,option 2 Group Anchor Substrate HVHZABOVE30'. 9Wa-e9 Distance Embedment" • ) of the window...... ....through IXBuckstdp into CororeterMIJ-sheet 3,option 3 Southern (Sr-M7(S 7/16" •..•trap Metal-sheet 3,option 4 # SMS Steel,A36' 318" 0.050" BEYOND THE MMIN.OF 3 S (steell,,18 8 S S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) SUBSTRATE.FOR "A=ANNEALED W 410 S.S.) T5STEEL STUDS, ' A Aluminum,6063- ' 3/8" 0.050" MIN.Fu-45 KSI& 'H'=HEAT STRENGTHENED P.T.SouthernPine(SG=0.55) 7/16" 1.3/8" MIN.Fy=33 KSI. FIGURE B:FRAME TYPES 'T"-TEMPERED 'PVB"_.090'BUTAOITE®PVB 3/16"steel Ultracon Concrete(min.2.85 ksi) 1' 1.318' BY KURARAY AMERICA,INC. Unglouted CMU,(ASTM C-90 2-1/2" 1-1/4' 'UNGROUTED CMU' P.T.Southern Pine(50=0.55 9/16" 13/8' VALUES MAY BE "SG'_ .090'SENTRYGLAS® #12 SMS ) USED FOR GROUTED 2 4 UT 0 INTERLAYER BY KURARAY 8 (steel,18-0 S.S. Steel,A38• We. 0.050" CMU APPLICATIONS. AMERICA,INC Or 410 S.S.) Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS:. BOX OR Aluminum.6063-T5* 318' 0.063" FLANGE EQUAL- 1/4' (min.2.85 ksi) 1' 13/4' i)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED E LEO C 1/4"steel Ultracon Ungrouted CMU,(ASTM C-90) 2.1/2" 1-1/4" TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE 1/4"steel CreteAex Concrete(min.3.35 ksi) 1' 13/4" USED ON ANY SIDE OF THE WINDOW. 1/4'steel Ultracon Concrete(min.2.65 ksi) 2-1/2' 1-3/4' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4•steel Ultracon P.T.Southern Pine(SG=0.55) 1' 13/6' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO o 1/4"steel Creteilex Concrete(min.3.35 ksl) 2-112" 13/4" BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE / Ufgfouted CMU,(ASTM C-90) 2-1/2" 1-1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (��/ 3 D 1/4"steel Creteltex BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X �� P.T.Southern Pine(SG=0.55) 1' 13/6" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY INTEGRAL J-C 1/4'at"Aggre•Gator Concrete(min.3.275 ksi) 1-1/2" 13/8' TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND NEL FIN P.T.Southern Pira SG=0.55 1" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1/4'steel Aggre-Gator Grouted CMU (ASTM C-90) 2" 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED n complying wirh the Florida Min.Edge Min. Ouildins Code Group Anchor Substraw 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Acca 1ettt /7 M Distance EmbedmenC P iLf�n/✓ E 2-1/2 x.131•Common Nall P.T.Southern Pine(SG=0.55) 318' 2-7116" ore BY �ti; rh`won: rot on Da e 2-1/2'Ringehenk Roo/ng Nall P.T.Southem Plne(SG-0.55) 318" 2-7118" �y P.T.Southern Pine(SGs0.55) 117 1316' - Raised ay; pots iPs"idonr`1i a Prodoet : #10 Tnrahead SMS Aluminum,6063-T5• 318' 0.050• (steel,0 S.S.S. Steel Stud,Gr.33• 3/6" 0.0451"(18 Go.) ® nssW6pn: Droen or 410 S.S.) MIN.OF 3 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F steel.A36 3/e" o.oso' (, 1`1 16 THREADS BEYOND P.T.Southem Pine(SG=0.55) 9118' 13/8" THE METAL - 1070 TECHNOLOGY DRIVE TxM; Osts #12 SMS Aluminum,8063-T5• 3/8" 0.063' SUBSTRATE,FOR N. VENICE, FL 34275 (steel,18-8 S.S. Steel Stud,Gr.33• 316" 0.050" STEEL STUDS, P.O. BOX 1529 HORIZONTAL ROLLER-LM 05/15/15 or 410 S.S.) MIN.Fu=45 KSI& NOKOMIS, FL 34274 sefte/ a".. Oro►irp No. ase. Steel,AN' 3/8" 0.050 MIN.Fy-33 KSI. A.LYNN MILLER,P E HR-5510 NTS 2 OF 18 MD-HR5510-01 A P.E.#58705 CERT. OF AUTH. /29296 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES - INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 1)OROOR 23 ANCHORED THROUGH FRAME AND 1X INSTALLATION __EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH �E INSTALLATION NOTES SHEET 2 TYPICAL OR ALL SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL FRAME INTO 2X WOOD 'XO"OR°OX'SASH 1H'MAX SHIM EMBEDMENT 18 29 —� FRAME OR BUCKSTRIP. � 1/4"MAX SHIM 18 18 30 SEE NOTE 2,SHEET 2. 13 128 20 40 EDGE OPERABLE FLANGE I EMBEDMENT #10 OR#12 STEEL SASH DISTANCE FRAME i i SMS(G5),SEE 37-N - � - SHOWN O J--L TABLE 2.SHEET 2. 2 28 TYP.ANCHOR 2 �1H'MAX SHIM FIXED 41 TYPE, `�� o o O EMBEDMENT AND 13 LITE o r VISIBLE EDGE DISTANCE PER - -�� LIGHT WIDTH SUBSTRATE,SEE 72 0 i' •:. TABLE 2,SHEET 2. O JI 85 87 DADE APPROVED MULLION, I FTC COMPLIANT OO VISIBLE 42 EXTERIOR ALUMINUMBTEFI FRAMING / FLANGE yyyylll LIGHT WIDTH E�� OR STEEL STUD.MAY BE FRAME 14 4 VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24)OR 25 OR 28 LEO �y (1)AT MID-SPAN OF INTERLOCK LIGHT FSR D SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8.8)TYPICAL FOR ALL FRAME (d- C RNE FROM EACH SASH HEIGHT TABLE 2,SHEET 2 "XO"OR*OX'FIXED MEETING RAIL SHOWN �'CORNER AND(1)LS CENTER OF BUCK WIDTH SASH STILESIRAILS HORIZONTAL SECTION A-A(OX) 22 R 23 2e BUCK 30 18 19 18 (SEE SHEETS 8-8)TYPICAL HEIGHT EXTERIOR T OPERABLE FORALL'XOX'SASH } OPERABLE OPERABLE SASH 40 SASH SASH VISIBLE F�o _ 37-39 21 ROOK 23 LIGHT EE SHEETS B-8) HEIGHT 28 TYPICAL FOR41 ALL SASH 18 y o o J- FIXED L o J- ' O VISIBLE _ o LITE o - t VISIBLE 45 47 Low WIDTH i� , LIGHT YNDTM 29 FFLRANGE WEEP OPT. 8129 15 SHOWN 87 _JL_J^o NOTCHES 80 00 25 R 28 VISIBLE 1 r\ EXTE42 RIOR 3/4'X 114' 34 `—`TlJ 1-1/4'X 114' LIGHT WIDTH 14 4 2 (SEE SHEETS ED TYPICAL FOR 4 ALL"XOX"FIXED MEETING RAIL 33 BUCK WIDTH 1/4'MAX I� EQUAL-LEG PRODUCT REVISED SHIM HORIZONTAL SECTION E-E(XOX) FRAME ae ,0y,.8 ith the Fk i& EQUAL LEO o Cok INSTALLATION AS PER SECTION A-A ABOVE SHOWN DAo�pt n No AP•Q7 .lZ FRAME SHOWN _ MNaM By: Ovlw RMdar. L'+giiretitm Detc INSTALLATION .. EMBEDMENT R.dNd l>at. RwfNoa Miam C `/ OPTION 2 �f ANCHORED THROUGH FRAME DIRECTLY INTO _ ® —W. CONCRETE/CMU.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS �' 6 ly (6 1 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGEVERTICAL (EQUAL-LITE XO&OX) - - .. .. 1070 TECHNOLOGY DRIVE TX41 Dob. DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH 12.4-1/4' - - - N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7-1/4" P.O. BOX 1529 NOKOMIS. FL 34274 sartp/►wdN,. Scab: Sh"t: DrvMny No. Rev: A.LYNN,MIUr:R,�P.E, CERT. OF RUTH. /29295 HR-5510 REM 58705 NTS 3 OF 18 MD-HR5510-01 A INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES I INSTALLATION OPTION 6 I_N_STALL_ATIO_N_ ANCHORED THROUGH FRAME INTO 2X OPTION 721 OR�R 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 8$) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X EMBEDMENT -� FI WFLANGE REMOVED) "XO'OR"OX'SASH WOOD FRAME OR BUCK- _ a 16 29 STRIP.SEE NOTE 2, EDGE 1/4"MAX.SHIM 19 18 30 SHEET 2. DISTANCE I 13 20 OPERABLE EDGE #10 OR#12 STEEL 40 SASH DISTANCE FRAME SHOWN JLHANNEL 37.38 - - SMS(05j,SEE I TABLE 2,SHEET 2. 28 TVP.ANCHOR TYPE, a Q 1EMBEDMENTAND 1/4'MAX SHIM FIXED Al 0- `� c 'L EDGE DISTANCE PER 1 TYP.ANCHOR TYPE, FIN AND/OR ❑ LITE r�_ VISIBLE SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGE MAY BE '�� LIGHT WIDTH TABLE 2,SHEET 2, DISTANCE PER SUBSTRATE, REMOVED IN-FIELD (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2. o -J� 88 87 FFR ME Io 13 DADE APPROVED MULLSHOWN ION, 0 VISIBLE Y� EXTERKX? 0 29 FSC COMPLIANT LIOMT WIDTH I—72 14 ALUMINUMISTEEL FRAMING 24 R(2j)OR 28 v 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6$)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEETING RAIL HEIGHTTABLES 2 d 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 (SEE SHEETS 6-8) ANCHORED THROUGH 29 30 18 19 18 TYPICAL FOR FIN INTO METAL � ALL"XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR 'f— OPERABLE 26 OPERABLE SASH HEIGHT � T SASH 40 __ a SASH #10 OR#12 STEEL YJ VISIBLE 0 �=� 37�� 'Ffi -i` SMS(G5).SEE 21 OR 22 O LIGHT OPERABLE O , i 1 O TABLE 2,SHEET 2. (SEE SHEETS 8$) 28 HEIGHT { _LJ� TYPICAL FOR 41 ALL SASH 18 o FIXED o VISIBLE o LITE o _ VISIBLE DPT. — D 45 47 LIGHT WIDTH sir- -�( LIGHT WIDTH FRAME 87 85 NOTCHES 29FIN WES 29 SHOWN 0 42 OO 3/4"X 1/4" 26 VISIBLE EXTERIOR 1-1H'X 1/4' 3 LIGHT WIDTH 14 1 J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR FRAME 15 ALL"XOX'FD(ED MEETING RAIL SHOWN 33 ❑ � BUCK WIDTH — 3 1WMAX HORIZONTAL SECTION F-F(XOX) PRODUCT REVISED o Q SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE WgNnns wilbt4e Flows FIN FRAME O(1)3-1/2'FROM EACH SASH Building�� I SHOWN CORNER AND(1)AT CENTER OF Rerked By: Date: ReWston: A loe Deft I ��QD SASH STILESIRAILS TVP.ANCHOR TYPE. EMBEDMENTAND R EDGE DISTANCE PER EDGE DISTANCE Rwlsed By: Date. R.Ny�; M1au1 odact Cm SUBSTRATE,SEE SEE TABLE 3,SHEET 2, —...I EMBEDMENT = prows By. VISIBLE LIGHT FORMULAS CL Jp CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL 6 .I� �b ANCHORED THROUGH INTEGRAL FIN SECTION D-D (EQUAL-LITE,XO&OX) 1070 TECHNOLOGY DRIVE 718.: DOIV. WIDTH:BUCK WIDTH/2.4-1/4" N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-1/4" P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. NOKOMIS, FL 34274 Ssnw/Modd: ScoN: Sbeet: D—kV No. Rev: A.LYNN MILLER,P.E. CERT. OF Al1TFi. 29298 HR-5510 NTS 4 OF 18 MD-HR5510-01 A P.E.#68705 SILICONE STRUCTURAL114'NOM. -+� 7/8"NOM. �- -+{ 7/8"NOM. �- -+{ 7/8"NOM. -+{ 7/8"NOM. POLYISOBUTYLEN - WITH DESICCANT KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB-- 5/16"A/A PVB EXT.GLASS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 76 4SG TPS 7/8"A_GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR10 a EXTERIOR a EXTERIOR INT.GLASS 76-79 78-78 78.78 78.78 ALUMINUM REINFORCEMENT GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5/16"NOM. BUM 8 DESICCANT FOAM 7W NOM. 7l8"N7R'NOM. 7/8'NOW �- EXT.GLASSO DURASEAL� -- I SPACER 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE INT.GLASS 118"T GLASS 3/16"A GLASS 3/16"_T GLASS 1/8"T GLASS G]EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR STRUCTURAL HOT-MELT BUTYL76-79 7o-» 78-79-- 7678 SILICONE 3/16,NOM WITH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT SUPER EXT.GLASS SPACER®NXT TM 1/2'NOM.GLASS I7/8"NOM. �- --{ A8"NOM. 76.79 BITE TYP. 72 Q 74 7/16"A/A SG 7/16"A/A SG INT.GLASS EXTERIOR GLASS TYPES 5,7,11 8 15 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED INTHE POLYISO• DESICCANT FILL AREA 28 3/16"A GLASS 3/16"T GLASS HVHz ABOVE 30 BUTYLENE 5/16"NOM. 29 B 76 a EXTERIOR a EXTERIOR 'GLASS TYPES 10-12 8 14-16 ED SEAL 29 MAY NOT BE USED WITH SILICONE SEAL J-CHANNEL OR INTEGRAL ROLL-FORMED 76-78 78-79 •FIN FRAMES STAINLESS STEE XL EDGEIM 33 PRODUCT REVISED EXT.GLASS O 7e SPACER oa a yin In Florid. GLASS TYPE 15 GLASS TYPE 16 a O Acapten DNt�(p-O I�. Ravlaed By: Dob: RM.I.n: • A)ADDED SPACERS, JR 05/05/16 MOVED CLSTR.DETAILS. B1 "�° TYP. GLAZING DETAIL ft in er Gob: Rnrka: "'' `1"'d°" 'A'=ANNEALED ® DMyptba; Drw m LLMqEFERENCE Daaatpron MeaY71a1 "H'=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED 6 I e( /G Kommeainp 4SG TPS Spacer System "PVB•_.090"BUTACITE®PVB BY KURARAY AMERICA,INC. 1070 TECHNOLOGY DRIVE Tkb* Gab: Ouanex super Spacer nXT ran Hot Men Butyl Sae Inia "SG'_ .090"SENTRYGLAS®INTERLAYER BY KURARAY - N. VENCE, FL 34275 HORIZONTAL ROLLER WINDOW-LM 05/15/15 Sneel br AMERICA,INC. P.O. BOX 1529 Ouanex Duraseal Spacer Materiels N01(OMIS, FL 34274 Sooty: par4p Mo. Rar. CaNinel XL E69e Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A.LYNNMILIER,P.E. CERT OF AUTH #29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 A EST PORTS:FTL-6717,8988&8970 SHEET 2. P.E.a 58706 TABLES Index to All Design Pressure and Anchor Quantft Tables Max, Max. Glass RAM. Duan Pmwn Amt-QwW* TABLE 6: TABLE 7: wan, H.VA Typ. Ls..l Glass Types Design Pressure(lbs1W) Goss Types Design Pressure(IbNlt2) 1afl--MVIL-1`11p-aisl- 5-8 for XO or OX Windows 5-e for XO or OX Windows 54' 2 7 e Is 9 R.N.I"RI AN Buck Helghls up to 5a' R.IM Leud R2 AN Buck Heights up to 54" 75• 1. 5 3 a 7 19 10 72' 4 10 9 20 10 AN Buck WWths +50/-50 AN Buck 7!r +65/-70 X1 5P 1 6 6 17 9 W to 75' up to 75' er 54' 2 7 6K22 9 SEE TABLE 17 FOR ANCHORAGE SEE TABLE IS FOR ANCHORAGE ox 75 6•e 3 e 7 to e3 4 11 a 11 72" 4 10 a 10 76• 7e• 10-12 4 12 a 11 14-16 4 /2 a 11 c3 5.6 3 9 7 12 HEADER HEADER 120" 8.1" 5a6 4 13 a 13 lox 7&8 4 14 a 25 14 146• a• 1a•12 4 15 a 2e /5 u•1e 4 1e a 27 16 �-.— a•MAX.D.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH 7�5-ANCHOR IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT FRAME TYPES 6 FRAME TYPES 6 STER DETAIL CONFIGURATIONS) 21 CONFIGURATIONS) 21 a•MAX.D.C. -� �-•-- RI SILL a SILL 4-ANCHOR SASH WIDTH SASH WIDTH CLUSTER DETAIL e o MEETING RAIL a MEETING RAIL a"MAX.O.C. f-•- 24 25 21 21 21 21 JAMB EXf6iOR JAMBEFUM T.AlCHORPRODUCT REVISED NOTES: as Buiacd l C� thftFlods STER DETAIL ws 1)USE THESE TABLES FOR ALL WINDOWS Aocepleuce No44 -1" INSTALLED THROUGH THE FRAME OR MNssd W. Oats Rmbim .minn0eiINTEGRAL FIN. - A)MOVED CLUSTER 2)FRAME DIMENSIONS ARE BUCK WIDTH AND JR 05/05/16 DETAILS By B'MAX.O.C. BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS �,We�,. Onto. Miami a R 4'MIN.O.C. PER THE FIGURE. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT ; an 9Y. DIMENSION SHOWN ON THEC( DESIGN PRESSURE TABLES J ROSOWSKI 4)'114112-11a"AND"1fJ-1/3-11 3-INDICATE THAT � (�I�,( THOSE STANDARD SASH CONFIGURATIONS 2-ANCHOR 1070 TECHNOLOGY DRIVE 7IW: auto: FALL WITHIN THE SASH WIDTH RANGE IN THE N.VENICE, FL 54275 HORIZONTAL ROLLER-LM 05/15/15 CLUSTER DETAIL ADJACENT COLUMN. 'CUSTOM'INDICATES P.O. BOX 1520 THAT NO STANDARD SASH CONFIGURATIONS .. - NOKOMIS; FL 34274 SsrNs/ModotSaoN: Sheet: pmwhp Nw R.r. FALL WITHIN THE RANGE. A.LYNN MILLER P.E. PE W705 CERT, OF AUTH. /29296 HR-5510 NTS 6 OF 18 MD-HR5510-01 A TABLE 8: Ores Types Design Pressure(Itis/f?) 5-8 forWorOXWlndows Relyd Lew[R3 As Buck Heights up to 63' O AN Buck Widths +501-50 HEADER up to 75' SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass types 22 5•B sen sin Design Pressure(Ibsen for XOX O wish Windows Rekd Le1ei Carnpuatian Ramps(in) Window Buck H SASH R3 'e. 54" 63.HEIGHT 35114" 11.391-11.391 +50.0 50.0 +50.0 -50.0 +50.0 .50,2- 38' K-K-K 12308-12.308 +50.0 50.0 +50.0 50.0 +50.0 50.0 22 45.1/0" K-K-K 11 391-13.397 +50.0 .50.0 +50.0 50.0 +50.0 •50.0 K-K-K 13.398-14.883 +5D 0 .500 +50.0 .50.0 +50.0 50.0 4734" K-K-K 11.391-12.297 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 K-K-K 12 298-15.558 +50.0 50.0 +50.0 50.0 +50.0 50.0 EX1ER10f SILLCustom 11 391-12.016 +500 -50,0 +500 50.0 +50 0 -%0 a FS 52-118' K.K.K 12.017.13.397 +50.0 -500 +500 -%0 +50.0 .50.0 Y 13.398-17.016 +50.0 .500 +50.0 -50.0 -500 -500 Custom 11.391-11397 +50.0 -50.0 +50.0 -50.0 +%0 50.0 SASH WIDTH 60" K-%-x 13.398.15.3BD +50.0 -500 +50.0 -50.0 +50.0 50.0 K-K-K 15.361.19.041 +50 0 .500 +500 -50.0 +50.0 50.0 Ctsnom 111,391-13.397 +50.0 -500 +%0 .50.0 +%0 50.0 MEETING RAIL 75" 113.398.19.110 +50.0 %0 +50.0 -50.0 +50.0 .50.0 25 K-K-K 19.111-24 641 +500 -50.0 +50.0 -50.0 +50.0 -50.0 Custom 18.300.19 397 +500 -500 +50.0 .50.0 +49.1' -491, 22 22 90' K_K_g 19.398-24.30D +%0 .50.0 +50.0 -500 +50 0 -%0 JAMB LvEgicig Cuslam 24.361-30.300 +50.0 50.0 +50.0 -50.0 +50.0 -1 0 a 12(' K_yi.j( -30.300 +50.0 -50.0 +50.0 50.0 +19.1• -49.1' +50/-50 FOR GLASS TYPES 8.8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE-WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL PRODUCT REVISED FRAME TYPES& CONFIGURATIONS) B di g C ,� Florida But pts Cody Retard Dob: Acccpt'n No �' retion Date By Rwlyd W. Dob: ReNalorr: hliam Dade P..Iw Cnet►ei� Drown W. NOTES: G I`t. �6 ® DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE TMw Dote: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIOHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. P.O. BOX 1529 4)'1/4.1/2-1/4'AND'1/3-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH NOKOMIS. FL 34274 SCOW Drowktp No. Rer. RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MILLER,P.E. ter Aurll /2929e HR-5510 NTS 7 OF 18 MD-HR5510-01 A THE RANGE. P.E.N 58705 TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(IbsMtr)for Glass Types Design Pressure(IbslW)fbr Glass Types Sash 5.8 1412 8 1418 5&6 gash Design Pressure(bsMlz)for XOX Windows TABLE 10: XO Or OX Windows XO Or OX Window! Width Rehd Lewd Window Buck Height Reinf Leel Window Buds Hsi R&W.LOW - Ranps(In) Wkdtny Buck Height G4as Types Design Pressure(IbsNe) 124 48• U. 63" 124 54" e3' 78' 38' 48' 54' or 6.0 for XO Or OX Windows25.112" +65.0 .70.0 +65.0 -70.0 +85.0 -70.0 25-112' +65.0 -110.0 +%.0 -110.0 +65.0 -110.0 �� 11.391-13.397 +85.0 -70.0 +66.0 -70.0 +65.0 -70.0 +65.0 85.3 Ralnf Laall R4 AN Bwk He to up to 77 t 60' Y.-%-y4 13.396.15.390 +85.0 -70.0 +95.0 -70.0 +65.0 -70.0 +65.0 -70.0 28' +65.0 -70.0 +65.0 -70.0 +65.0 .70.0 28" +85.0 -110.0 +65-0 110.0 +65.0 -110-0 AN Swk Wktlhs 38' +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 38" +85.0 -110.0 •85.0 -110.0 +85.0 -110.0 K-%-K 15.361-19.641 +e5.0 -70.0 +65.0 -70.0 +65.0 -70.0 +ea.0 -70.0 +50/_5 Custom 11.391•13.397 +66.0 -70.0 +65.0 -09.e .83.3 83.3 +33.2 89.2 up to 75' 4Y +85.0 -70.0 +85.0 -70.0 .85.0 -700 42" •85.0 -110.0 +86.0 -110.0 +65.0 -110.0 75, 13.398-19,110 +65.0 -70.0 +65.0 -70.0 +65.0 86.5 +58.2 -K2 4 +850 .70.0 +es.o -7a.o +aso aoo 48 +65.0 -1roo .eso -1100 •650 2.7 X-K-K SEE TABLE 20 FOR ANCHORAGEK-K-K 19.111-24.641 +65.0 -70.0 +650 -70.0 +85.0 •70.0 +10.0 86.0 # BO' +85.0 -700 +85.0 .70.0 +65.0 -700 60" +85.0 -110.0 +05.0 -110.0 +65.0Custom 15.300.18.387 +65.0 -700 +59.9 89.9 +55.5 85.5 +49.1 49.1 75• *850 -70.0 +15.0 -70.0 +64.3' 84.3' 75" +85.0 -110.0 •65.0 -103.5 +65.0 +851-70 FOR GLASS TYPES 68 SEE TABLE 22 FOR ANCHORAGE 94• K-K-K 19.366•24.360 +65.0 -70.0 .821 -621 +58.0 86.0 +50.3 80.3 SEE TABLE 21 FOR ANCHORAGE Custom 24.381-30.300 +85.0 -70.0 +65.0 -70.0 +65.0 87.3 •57.0 -07.0 TABLE 15: 120' %-K-K •• •30.300 +86.0 -70.0 +59.9 89.9 +55.5 85.5 +49.1 49.1 pass TypesWINDOW WIOTH-59.26 SEE TABLE 24 FOR ANCHORAGE Sash Design Pressure(b for XOX HEADER "MIN.SASH SIZE= 2 10.12 gash WindowsTABLE 74: Width Lath cO""t1or Ranps pn) Window BuckHeight Glass S Sash Design Pressure(Ibslllz)for XOX Windows 124 46' x• 63 sash Width Custom 11.391-13.397 +65.0 -110.0 +86.0 -110.0 •65.0 -110.0 RetnL L owl Dondounattlain Rartpa On) Window Buck Hoilift 617 %-Y,-Y, 13.396-15.380 +65.0 -110.0 +65.0 1-110.0 +65.0 -110.0 3r 4r Et' K-K-% 15.361-19.641 +65.0 -110.0 +65.0 •110.0 +85.0 •110.0 O 23 Custom 11.381.13.397 +�.0 -70.0 +65.0 -70.0 +85.0 •70.0 +85.0 or•70.0 Custom 11.391-13.397 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 BO' K-K-K 19.398-15.360 +65.0 -70.0 +66.0 •70.0 +66.0 -70.0 +66.0 -70.0 7S }S-K-}` 13.388-19.110 .66.0 -110.0 +6x.0 -110.0 *65.0 •110.0 SASH K-K-K 15.351-19.501 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +66.0 -70.0 HEIGHT Custom 11.391-13.397 .65.0 -70.0 +85.0 -70.0 +85.0 -70.0 .65.0 -70.0 K-K-K 19.111•24.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Custom 17.641-19.397 +65.0 •110.0 .65.0 •110.0 +86.0' -104.6• D L7V )f-K-K 13.398•19.110 .�.0 -70.0 *�.0 -70.0 +65.0 •70.0 +65.0 -70.0 96' K-K•K 19.39e-24.36o +ea.D -110.o +e5.o •11o.0 +65.0• -ioe.a• 23 K-K-K 1L111•za.x1 +ea.o -70.0 +e5.o -70.0 .as.o ao.o .es.o ao.o Custom 15.360.19.397 +65.0 -70.0 +85.0 •70.0 +65.0 -70.0 +65.0• -67.2' Custom 24.351-31641 +850 •110.0 .65.0 •110.0 +65.0 -110.076 K-K 29.x1•32516 .85.0 -110.0 +e5.o -110.0 +66.0 -1x.e 19.385-24.380 .es.o -70.0 .�.o -70.0 +re.o ao.o +e5.o -4111 120 awtom 24.361-30.390 +65.070.0 .65.0 -70.0 +85.0 -70.0 +85.0 ao.0 32.516.39.x1 +es.o -110.0 +65.0 •110.0 +a6.o -110.0 „40 Custom -39.x1 .e5.o -110.0 .6s.o -110.0 •es.o -1a.e sILL K-K-K -30.360 +65.o -70.0 +55.0 -7a.o +es.o •70.0 .x.o j-2 '+651-70 FOR GLASS TYPE 8 SEE TABLE 25 FOR ANCHORAGE +651.110 FOR GLASS TYPES 11 6 12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28 WINDOW WIDTH-60,72 •'MIN.SASH SIZE a-- 2 ••MIN.SASH SIZE= 2 TABLE 18: a'et TypesDesign Pressure(bsMt2)for XOX sASH WIDTH gash sash WidthWindows SECTION DETAIL Rsinf.Level con puM4n Rattps Oh) Window Buck Heighta MEETING RAIL FOR WINDOWS WITH R4 48• 54• 63 LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +06.0 -110.0 *06.0 1-110.0 +65.0 -110.0 28 (REINFORCEMENTS SHOWN 90' 13.398•15.360 +65.0 •110.0 +65.0 •110.0 +03.0 •110.0 IN FIGURES APPLY TO ALL 23 23 FRAME TYPES 5 K-K-K 15.361.19.041 .65.0 -110.0 .65.0 •110.0 +65.0 -110.0 JAMB ERROR CONFIGURATIONS) GLASS TYPES 10.12 5 14.18 i Custom 11.391-13.397 +85.0 -110.0 +65.0 •110.0 +65.0 •109.3 I� MAY NOT BE USED WITH 34 V J-CHANNEL OR INTEGRAL 'PRODUCT RE 75' %-K-X 13.395•19.110 +85.0 -110.0 .85.0 •110.0 +60.0 -1020 •FIN FRAMES as-Paying with the Pimsrilk K-K-K 19.111-24.841 .63.0 -110.0 +86.0 •110.0 .65.0 -1025 Buitimg �6� 7 custom 17.x1-19.397 +65.0 -110.0 +85.0 •110.0 .85.0 -07.4 ` Cur Y.-%-X 19196.24.350 .66.0 -110.0 +55.0 •110.0 •es.o 402.0 fsw.d� Doc« R.r4kR: 3 Cuseom 24.361-31.x1 +55.0 -110.0 +es.o •110.0 .W -0ew rtv A c rweocc 120' 29.x1-32.515 +65.0 •110.0 +85.0 •109.8 +63.0 84.3 Nkwiad W. nob: RMsbn: K-K-K 32.516-39.x1 +65.0 .110.0 +65.0 -105.0 +65.0 80.0 14(r Custom ^ -39.x1 +65.0 •110.0 +65.0 •105.0 +es.D � SEE TABLE 27 FOR ANCHORAGE ��"" Ovvwn`' DESIGN PRESSURE TABLES J ROSOWSKI NOTES: •I Dok 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN TECHNOLOGY DRIVE 784: 1 N AS ALLOWED BY GLASS TYPE. N. VENICE. FL J427S 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. - P.OBOX 1529 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. NOKOMIS, fL 34274 gam; : Shoot, prowlrp No NW. 4) AND"1/3-1/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A,LYNNMILLER P.E. HR-5510 NTS 8 OF 18 MD-HR5510-01 A IN THE ADJACENT COLUMN.'CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. PEN 58705 CERT. OF AUTH. /29296 TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor Y p 5-8 Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height spacing for"Integral. �p E Group F WIdN Head E Head E Head E Head E Head Head E Head E Head Fin"Installation 3,g• 4- Head Level on) &sin 8 Sill &SNI &Sill &SNI &SIN i &Sill &SNI R1 Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES -- O PRODUCT REVISED "camplyi"g with the Flodb 2551!2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 FOR OX WINDOWS(XO SIMILAR): B Idi e,Coa` .Acoept>Wce No ter^D 1 .17 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY a 'mti n Ihae ,2DW 36" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB yBy m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: Pian w TION 48" 23.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS ATTHENCHORSFIXED CENT +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH a 75" 38,897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS, THE SILL. N Anchor Group 8 Anchor Group D FSEE ELEVATION,SHEET 1 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 R2+C2+2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 r 9 28" 13.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I �EE SEE CLUSTER DETAILS,SHEET B ^'a r 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 -1 O o0 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, ,I° 0 r 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE f7rMEETING SHEETI }Lo ^ o a. LO O0 ELEVATION,BO" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 O chiSHEET1 RAIL J J ,rg = 75" 36.897 2+ 7 C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 z LL U,� REPEAT ANCHOR PATTERN AT SILL LLF SEE TABLE 6 FOR DESIGN PRESSURE U U X Lo d co TABLE 18: LU— O 2 m W ON FOR XOX WINDOWS: F-Z m O J .0reo Glass Types Anchor Quantities for XO or OX Windows x m ANCHOR QUANTITY r O p � Q t co 5-8 Sash 30"Height 3a"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height PER JAMB Z a Z LL Width W Head E Head E Head E Head E Head E Head E Head Head E 1+C3+2+C3+1 q HEAD AND SILL ANCHOR QUANTITY: -1 O Reint.Level On) a a m A m A m m � (1)ANCHOR AT THE SASH J Qt R2 &SIN -t &SNI &SNI &Sill &SNI &Sill &SIII &SNI -t +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Z 0 taus Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® Q +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH d fQ. Z TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. at°,5 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c Z 38" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 0 0 O O Y SEE ELEVATION,SHEET 1 = N u7 42" 20.387 NotAlbwed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 � 0 W In m SEE ELEVATION,SHEET 1 w t ZQ = 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 O _ 60" 29.387 2+C2+2 2 2+C2+2 31 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 31 2+C2+2 131 2+C2+2 31 SEE ELEVATION, Anchor Group 8 Anchor Group D SEE / XrME7ETINIG X SHEET1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+12 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET 1 AIL SEE CLUSTER '7}� DETAILS. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS m 42" 20.387 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOTES: 48" 23.397 1+C2+1 2 1+02+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH 116 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND SUCK HEIGHT(SEE SHEETS 3.4). SASH SIZE IS AS PER THE FIGURES ON 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- G1O1p F SHEETS 6-8. 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.#58706 TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5 8 Sash 30" for"Integral- 30'Height 38'Height 48"Height 1 54'Height 63"Height 30"Height 1 36"Height 1 48'Height 1 54"Height 1 63"Height Fin"Installation Width Head Head Heed Heed Head Heed Feed Head Head Heed Anchor Anchor Reint Level (in) &SIII ' &Siff ' &Sill III' &Sill &SIII ' &Sill &Sill IV &Sill &Sill ' &Sill m Group E Group F R. mAnchor Group A Anchor Group C 3.5" 4" Gnurr eevlsED �tNYW MIW HI!FIof181 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+G2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 BuilCnde Acceptmce No41> 14,,�fV28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Fapmto"Dnw38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4FIN42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 "I'" 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 _ 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 > Anchor Group B Anchor Group D 25.112' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 14 1+C2+1 4 1+C2+1 21 1+C2+1 31 1+C2+1 41 1+C2+1 4 1+C2+1 4 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y 38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+102+1 41 1+C2+1 4 1+C2+1 4 O i Q 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 0 O m p °+OQ r 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 (D N r U) N 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 OJ S e = 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 0,- SEE ,- o LL m L1 SEE TABLE 8 FOR DESIGN PRESSURE =Ld ryj D, 0U Om W -N TABLE 20: UJ to 0 Max.Anchor O.C. ma > U O Q �OD Glass Types Anchor Quantities for XO or OX Windows z a z $ 6 Spacing for"Integral- ~ w 0 Sash 30"Height 38'Heigh 48'Height 54"Heigh 63'Height 72"Height 30"Height 36'Height 48'Height 54"Height 63'Heigh 72"Heigh Fin"Installation J o Width Head E Head E Head Head Head Head Head Head Head Head Head Head Fa � E E E t E I t � Anchor Anchor F— �— Relnf.LeNel &Sill IM &Sill &SIII &SIII &Sill &3111 &Sili ' &SIII &SIII &Sill &Sill &SIII , Group E Group F ® � ZQ (r + R4 Anchor Group A Anchor Group C 3.7 4' Q F— &51122147147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C2+1 5 d F— Z < 0 Z a!C) 97 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1*C2+1 4 1+C2+1 5 1+C2+1 5 0 O97 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1597 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 ir 0 Z 0 97 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C�+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 Q97 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+24 2+C3+2 4 2+C3+2 5 2+CA+2 $ NOTES:97 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+CA+2 5 2+CA+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 $ 1)FRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group S Anchor Group DI BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS 25-1/2" 12.147 1+102+1 21 1+C2+1 3 1+C2+1 14 1+C2+1 41 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 51 SHEETS 6-8. Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C 2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2g41+C3+1 5 1+C3+1 5SHOWN,ROUND UP 70 THE NEXT AVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3C3+1 5 1+C3+1 5 WIDTH OR HEIGHTDIMENSION SHOWN ON 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3C3+2 5 2+C4+2 5 THE TABLE. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3C4+2 5 2+C4+2 5 3)SEE SHEET 9FOR A SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. REM 58705 TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 Sash 30"Height 1 36"Height 1 48"Height 54"Height 63"Height 30"Height 1 36"Height I Or Height 1 54"Height 1 63"Height Spacing for"Integral- Group F Width Head Head Head Head Head a Head Head o Head Head Head FIA"Installation q• Reinf.Level (In Head $Sip 8 Sill &SNI 8 SiN IE ' &Sill &SiN T &Sill $SNI 8 SNI ' 8 Sill R4 PRODUCT REVISED Anchor Group A Anchor Group C .-.4lyme-th dw Fkckb 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 41 1+C2+1 141 Budnmrcoae nettttpteoce No 16"O f .{� tl 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1,pi' 1oaDee 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 14 112. �- — m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ; 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y a t28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 W 0 ,r 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 �> p N o O O m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 n �+°a tY � 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 C9 n N 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 p co" g oma = 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 i w -"- fO SEE TABLE 11 FOR DESIGN PRESSUREW U O W ON TABLE 22: W m p uJ �n+a Glass Types Anchor Quantities for XO or OX Windows 0-11226in4-16SMAr c o o Q J °.° 10-12&14-16 Sash NOT BE USED Z d Z — H Q' W 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL W 0 Width Head Head Head Head Head Head Head HeadIII Head Head Head Head • FRAMES _j FIN J Reinf.Level (in) $Sill m 8 Sill a &Sill a &Sill W 8 SIII &SIII &Sill &Sill &Sill m &Sill a &Sill &SIII FRAMES Z O +„vs > > > > IY Anchor Group A Anchor Group C < J 25-1/2” 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 =1+C2+1 5 1+C3+1 5 9. Q ~ F- a H Z 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 a = 0 0 mb it Lo 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 ij Z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q Z _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 151 2+C4+2 5 1)FRAME DIMENSIONS ARE BUCK WIDTH AND Anchor Group S Anchor Group D BUCK HEIGHT(SEE 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 S 1+C3+1 g SHEETS34).SASH SIZE IS AS PER THE FIGURES ON 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 68. Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 THE NEXT UP To 01 THE NEXT AVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 ja WIDTH OR HEIGHT DIMENSION SHOWN ON 29397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 THE TABLE. 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 a)SEE SHEET 9FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E. TABLES. P.EA 58705 TABLE 23: Glass Types Anchor Quandits for XOX Windows 5-8 Sash Sash 24'Height 30"Haight I 38"Height 1 48'Height SP Height 83'Height 24'Height W Height 1 38"Height 48"Heigh I 54"Height 83'Height Width COrl4glaatlorl a a D a a a a a D a a a RsiM.Le�wI Range(in) Head 8 SMI Head d SO Head 8 Sa Head 8 SNI Head 8 Sill Head 8 SW Head&Sill Head 8 SIM Hood 8 Sill Head 8 Sill Head&Sib Head 8 Sip R3 Anchor Group A Anchor Group C PRODUCT REVISED 35-1/4' ys-K-K 11.391.11.381 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2*O+C2+1 4 t+C2+p+C2+1 4 1+C2+O+C2f1 4 1+C2*O+C2+1 2 1+C2+OfC2+1 2 1+CZ+O+C2+1 3 1+(x+OrC2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 w mmoyiu9 wiN the Florida Building Code 38' }'�-J4-X 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 1+(2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 A-9 Mo (p-0714. 20 f� J(-}S-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+Cx+0+C2+1 4 1+C2+0+C2+1 ! 1+C2+0+C2+1 4 tion Detc 45-W }S-yi-3S 13.398.14.883 1+C2+0FC2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2*O+C2+1 4 1+C2f0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2+p+C2+1 4 1*C2+O+C2+7 4 1+C2+0fC2+1 4 Ry 47.3/4' Y4-Y3-y4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Mi- de Product %-%-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+Cx+0+C2+1 4 Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 c 62-7/8' �-K-J` 72.017-13.387 1+C2+1+C2+1 2 1+C2+t+C2+1 2 1+Cx+NC2+1 3 1+C2+1+C2+1 4 1+C2+NC2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+7 4 1+C2+1*C2+1 4 t+C2+1+C2+1 1 N %-%-K 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+I ♦ 1+C2+0+C2+1 4 m Custom 11.391-13.397 1•C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 to _ 80' Y4-%-y4 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 41 Y Q %-%-% 15.381-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+NC2+t ♦ t+c2ao.c2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 j W > Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 > p 0 Q 75' %-%-y. 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Ix O N O %-%-% 19.111-24.541 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ +1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ^ v U-) custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 i+C2+3+C2+1 4 1+C3+3+C3+1 4 1+ +3+C2+1 2 1+C2+3+C2+1 Z 1+C2+3+C2+1 3 1+C2+3+C2+1 1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 U' N N 98' %-%-% 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2f1 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 Custom 24.381-30.380 t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+ +2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 ! 1+Cx+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+Cx+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z u- un LL th Moro 0 120' Y-%-% •30.380 1+C2+3+C2+1 2 1+C2f3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 1 1+C2+3+C2+1 4 U U X d Anchor Group B Mohor Group D ~Z02 ON LU mo 35.114" ys-YS-X 11.381.11.391 1+C2+pfC2+1 2 1+C2+0+C2+1 2 1+c2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+p+C2+1 4 NC2+p+(x+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+p+C2+1 3 1+C2+O+C2+1 ! 1+C2+0+C2+7 4 1+C2+0+C2+1 4 > Com 0 m J 00 38' %-%-Y. 12.308-12.308 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 -Z d Z � F- � LL %.y2-y4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 ! t+C2+0+C2+1 4 1+C2+0+C2+1 4 11J 0 45-1/8 _ y,-ye-}� 13.308-14.683 1+c2+0+r2+1 2 1+C2+0+c2+1 2 1+C2+0+(2+1 3 7fC2+0+C2+1 ♦ 1+C2+0+C2+7 4 1+C2+0+C2+7 4 1+C2*0+C2+1 2 7*CNO+C2+1 2 1+C2+0+C2+1 3 1+Cx+0+C2+1 ♦ 7+C2+Of(x+1 11*C2+0+C2+1 1 -/ N 47-3/4' y4-K-M 11.381.12.297 NC2*1+(x+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 1+C2*1+C2+7 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+(x+1 2 I+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 ♦ NC2+t+C2+1 4 1+C2+1+C2+1 4 Z %-%-% 12.298.15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C1+0+C2+1 3 1+C2+0+C2+1 4 1*C2+0fC2+1 4 1+C2+0+C2+1 4 t+(2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+t 3 t+C2+p+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 140 Q Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 ! 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C Z 52-1/8' '/+-}4-y 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 141+C2+2+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 < Z %-y,-% 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2f0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 ! 1+C2+0•C2+1 4 1+c2+O+C2+1 4 $ 0 0 O m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 cc V � 80" Ni-%-X 13.398-15.380 1+C2+1+C2+1 2 /+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+Cx+1+C2+1 4 t+C2+1+C2+1 4 7+C2+1+C2+1 4 v Z 0 ys-%-% 15.381-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 /+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 11+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 1+C2+3+Cx+1 2 1+C2+3+Cx+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+(2+1 { °juJD�SDyBS 75' %-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+7 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 ys- -yi 19.111-24.841 1+C2+1+C2+1 2,1+C2-+l C2+11 2 1+C2+1+C2+1 M2+ 4 1+Cx+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.380-19.387 1+C2+3+C2+1 WI+Z2 1+ 3+C2+11+C2+3+C2+1 4 1+Cx+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 ! t+C2+3+C2+1 4 98" y+-%-y 19.398-24.380 1+C2+3+C2+1 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C;,2+3+C2+1 2 1+C2+3+(x+1 2 1+C2+3+C2+1 3 1+C2+3•C2+1 4 NC2+3+C2+1 4 1+C2+S+C2+1 4 Custom 24.381-30.380 1+Cx+2+C2+1 1+(x+2+C2+1 4 1+C2+2+C2+t 4 1+C2+2*C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2N 2 7+C2+2+C2.1 3 1*C2+2+C2+1 4 1+02+2+C1+1 / 1+C2+2+C2+120^ %-Y.-% -30.380 1+C2+3+C2+1 7+Cx+3+C2+1 1 ♦ t+C2+3+C2+1 4 7+C2+3+C2+7 4 1*C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2*3+C2+1 4 t+C2+3+C2+t 4 1fC,`2f3+Cx+1 1 _ Z_ WINDOW WIDTH-59.28 NOTES: SEE TABLE 8 FOR DESIGN PRESSURE "MIN.SASH SIZE• Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). l 4 Group E Group F SASH SIZE IS AS PER THE FIGURES ON SHEETS 8.8. Spacing for"Integral- 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 2.9' 4" 4)'1/4-1/2-7/4"AND'7/3-1/31/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER P.E. IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E*58705 TABLE 24: Glass Types Anchor Quantities for XOX Windows 5&6 seen 24' Sah HspM I 30'Height 38'Height I 48'Height 1 54'Haight 83'Height Height 30'HspM 38'Height 48'Height 50'Height B3'FWpM Coniguration W h a a a a a ftsiM.I.e�el Range GN Hew 8 3NI Heed a Sip Heed a Slu Heed b sin Heed a SNI Head a SSin HeW 6 SIM Heed a Snl Head 8 Sill Hssd 6 SNI Head a S91 ReAnchor Group A Anchor firouD C PRODUCE REv136D 35-1/4' )'i-Yi-Yi 11.391-11.391 C2+12 1+C2+o+C2+1 21+C2+0+C2+1 31+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 4 8Idi-lriee w'��0BwldnPlCade38` x-JS_y, 12.308-12.308 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4No11.391.13.397 C2+1 2 1+(�+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 7*C2+O+C2+1 4 1+C2+p+C$+1 4♦S-1/8' Y-yl-u%-Ye-K 13.398-14.883 C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 DY Y-%-y 11.391-12.297 C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+i 447.3x4" C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 72.298-16.558Custom 11.391-12.078 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 r 52-1/8" y-%-y. 12.017-13.397 t+C2+1+C2+1 2 1+G2+1+C2+1 2 1+c2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Yi-Yi-Yi 13.398-77.018 1+C2*0+C2+1 2 1+C2+0+C2+7 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+(2+1 4 � Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 to SO' y-}S-% 13.398-15.380 I+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 ♦ N ^a Yr-Ys-% 15.381-19.841 i+C2+0+C2*1 2 I+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 4 r Custom 11.391-13.397 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 I+C2+3+C2+1 4 I+C2+3+C2+1 4 _ Z6 0 4 75' }f-fS-Jy 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Of O Q O oma r %-%-Ye 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 >-n � Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 ♦ 0 A N � 98' %-%-y 19.398-24.380 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 1 0-, R-i a'ra� _ Custom 24.381-30.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z 0 U. 120" %-Y3-Y. - -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W U X $ N Anchor Group B Anchor Group D I-Z too O OX J ')Mo 35-1/4" %-%-Ys 11.381-11.391 1+C2+0+C2+1 2 1+G2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 311+C2 O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 0 Q 0 Q r 38' %-Ye-Ys 12.308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 �2 d 2 � � � LL , X-%-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+O+C2+1 4 1+c2+o.c2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2r1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 4 -J 0 4St18 0 Cl) Yo-Ye-% 13,398-14,683 1+C2+0.C2+1 2 1+C2+0+C2+1 2 7+C2+O+C2r1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+7 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2r1 4 1+C2r0+C2+1 4 1+C2+0+C2+1 4 � 47 4" Y,-Y,-Y, 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 41 ® Za a' xx4S Ys-Ys-Ys 12.298-15.558 1+C2+O+C2+1 2 1+C2+0+C2+1 2 7+C2+O+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 I+C2+o+C2+1 41 `+' D Q F- Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 7+C2+1+C2+1 4 i+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (� Z i 52.1/8' Y4-y,-y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 1 7+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+7+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2a1 4 Z 7s-3 Ye-%-% 13.398.17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O = 0 O Co Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 4 1+C2+1+C2+1 11+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ~ U X LO 60' %-%-Jy 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ffi Q = Q' Y.-Y.-% 15.381-19.641 7+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 7+C2+0+C2+1 4 aur/ asap sa 5 Custom 11.381-13.397 1+C2+3+C2*1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1 75' Y4-%-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C1+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %-K-% 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ +1+C2+1 3,11+02+11+C2+11 4 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 7+C2+3+C2+1 4 98' }y-JS-y 19.398-24.380 7+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30,360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 4 1+(2+2+C2+1 4 1+C2r2+C2+7 4 1+C2+2+C2+7 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 7+C2*2+C2+1 4 7+C2+2+C2+1 4 120' Y.-%-% - -30.380 1+C2+3+C2+1 2 1+C2+3+C2*1 2 1*C2+3+C2+7 3 1+C2+3+C2+1 4 7+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 ♦ t+(x+3+C2+7 4 1+C2+3+C2+1 4 3 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE 6 1 y/16 E "MIN.SASH SIZE=WINDOW WIDTH•59.28 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 68. Spacing for"Integral- GfOup F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation 4- 4)'1 MA/2-1N"AND"113-1/3.713'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNf IN THE ADJACENT COLUMN.'CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P N ,P E E e MILLER, i f TABLE 25: Glass Types Anchor Quantifies for XOX Windows 7 6 B Sash 24*Height 30'Height 38'HegM 48'Height 54'Height 83•HeightVHC Height 30'Height 38`Height 48•HeipM 54•HepM 63'HeipM Sash width 1.1 Configuration Retge(in) Meed 8 SAIjjj Heed d SAI Heed 8 Sill1�1 Hoed 8 Sill Heed&SAI Head 6 Sill SNI Head 8 Sill Heed 8 SAI Heed 8 Sill Heed 6 Sill Head 8 SAI Retnf.Level i A A A A i Rq Anchor Group A Anchor Group C PRODUCT REVISED C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+i 4 1+C2+0+C2*1 4 1+C2+0+C2+1 4 Buildii lying with the Florida35-114' K-K-K 11.391-11.391 Build38" K-}4.K 12.308-12.308 •C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 AExpi}`-%-)4 11 391-13.397 +C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2w+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 45-1 r8• K-K-K 13.398-14.883 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2w+C2+1 3 1*C2+0+C2+1 4 1+C2w+C2+1 11+C2+0+C2+1 4 b�LBmt Prodact Corarol K-K-K 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1*C2+1+C2+1 4 1+C2+1+C2+1 4 47-3/1" 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 NC2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 K-x-K Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 n, 52-118• 12.017-13.397 i+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2N 4 1+C2+1+C2+1 4 K-x-K K-K-K 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2.1 2 1*C2w+C2N 3 1+C2+0+C2+1 4 1+C2+0-C2+1 4 1+C2+0+C2+1 4 M Custom 11.391-13.397 Not Allowed 1+C2+1-C2-1 2 1*C2+1+C2+1 2 1+C2+1+C2N 3 1+C2*1+02+1 4 1+C2+1+C2N 4 1+C2+1+C2+1 4 U) Y Q g 80• J4_K_l4 13.398-15.300 i+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (1) .ABS K-x.K 15.381-19.841 1+C2*O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 LU Custom 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2*3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 O 4 75" K_K.K 13.398.19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1*C2+2+C2+1 1 1+C2*2+C2+1 4 1+C2+2+C2N 4 0 BIRO 19.111-24.841 i+C2+1+C2+1 2 1+C2.1•C2+1 2 1+C2+1+C2.1 3 i+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 N to Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2*3+C2+1 4 1+C2+3+C2+1 4 p w 98' Y4-%.% 19.398-24.380 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C.2+3+C2*1 4 1+p+3+C3+1 4 5 $ m = Custom 24.381-30.380 1+C2+2+C2+1 2 1+C2+2+C2+t 2 1+C2+2+C2+1 3 NC2+2+C2+1 4 1+C2+2+C2+1 4 1+C3*2+C3+1 4 Z LL Lr)LL (D M U 120" K-x-K Ld -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+'141i 4 1 C3 *C3+3+ +1 4 U C.3 Z x0 - W Anchor Group 8 Anchor Group D F_ to o _1 oma 35.1/4' K-K-K 11.391-11.391 1+C2+0+C2+1 2 NC2+O+C2+1 2 1+C2+0+C2*1 3 1+C2+O+C2+1 4 1+C2*O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 1•C2+0•C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 NC2+0+C2+1 4 t+C2+O+C2+1 4 O 0 Q t 38' K-K-K 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 I+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2N 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z d Z W U_ K_JS.S4 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 NC2+0+C2+1 4 1+C2+D+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 2 NC2+0+C2+1 2 1+C2+0*C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2+I 4 1+C2+0+C2+1 4 J 15-118' K-K-K 13.398-14.883 1+C2+0+C2+1 2 NC2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 I+C2+0+C2+1 / 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C2+0+C2+1 4 O Y4-%-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 1•C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 NC2+i+C2*1 4 1+C2*1+C2+1 4 1+C2.1+C2+1 4 ® Q I5 47314• 12.298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2*0•C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Q w K-K-x Custom 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 NC2+1*C2+1 4 I+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+CZ+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 F d H Z 16 52-1/8" 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 1 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 NC2+1+C2+1 4 Q O Z I S K'K'K O O K-K-K 13.398-17.018 1+C2+D+C2N 2 NC2.0•C2+1 2 NC2+O+C2+1 3 1+C2+0+C2*1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 O = Custom 11.391-13.397 1+C2+1+C2.1 2 1+C2+1+C2+1 2 1+C2+1+C2*t 3 I+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 1+C2+i•C2+1 2 NC2+1+C2+1 2 1+C2N*C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 U Q lA m w E W. yj_JS_J4 13.398-15.380 NC2+1+C2+1 2 1+C2+NC2N 2 i+C2+1+C2+1 3 1+C2*1+C2+1 4 NC2+NC2+1 4 t+C2+1+C2•1 4 1+C2+1+C2•1 2 1+C2+1+C2+1 2 NC2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1*12+1 4 NC2+1+C2•1 ♦ O Q � � K-K-K 15.381-19.841 1+C2+0+C2+1 2 1+C2.0+C2+1 2 1+C2*0•C2*1 3 1+C2.0•C2*1 4 l*C2+0+C2+1 4 1+C3*0+C3*1 41 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2*1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 = Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2*3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2N 2 1*C2+3+C2+1 3 1+C2+3+C2+1 4 NC2*3+C2+1 4 1+C2+3+C2+1 q °Iu �s°d sau°c 75" J4-x-}4 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 K-K.yi 19 111-24.841 I+C2+1+C2+1 2 NC2+1+12+1 2 1+C2+1+C2+1 3 1+C2+1+C2N 1 1+C2+1+C2+1 ♦ I+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2.1+C2+1 4 Custom 18.380-19.397 I+C2+3+C2*1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3*C2+1 4 NC2+3+C2+1 4 1+C3+3+-3+1 / 1+C2+3+C2+1 2 1+C2+3+C2N 2 NC2+3+C2+1 3 NC2+3+C2+1 11+C2+3+C2+1 1 1+C2+3+C2+1 4 98" K-K-J4 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2•t 3 1+C2+3+C2+i 4 1+C2+3+C2+1 4 I+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+t 3 1+C2+3+C2+1 1 1+C2+3*C2+1 4 1+C2+3+C2+1 4 Custom 24.381-30.380 1+C2+2+C2+1 2 1+C2.2+C2+1 2 1- +2+C2+1 3 1+C2+2+C2+1 4 i+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 NC2+2+C2+1 3 1+C2+2+C2+1 11•C2+2+C2+1 4 1*C2+2+C2+1 4 120" K-x-K -30.380 1•C2+3*C2.1 2 1+C2+3*C2+1 2 1+C2+3*C2+1 3 1•C2*3+C2+1 4 1+C2+3+C2+1 4 1+C3+3•C3+1 4 1+C2*3+C2+1 2 1+C2+3+c2+1 2 1*C2+3*C2N 3 1*C2+3+C2+1 1 1+C2+3+C2+1 4 1+C2+3*C2*1 4 y •'MIN.SASH SIZE=WINDOW WIDTH-68.28 NOTES: SEE TABLE 14 FOR DESIGN PRESSURE Max.Anchor O.C. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE Spacing for"Integral- Group F FIGURES ON SHEETS 8-0.2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"Installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 3.7" 4)'1/4-1/2-1/4'AND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P E. IN THE ADJACENT COLUMN.'CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. j P.E.N 58705 TABLE 26: Glass Types Anchor Ouanddss for XOX Windows 10.12 Sash 24•Height 30•Height 30•Heigh 48"Hetht 54•Height 63"Height 24'Height 30"Height 36'Height 48•Haight 54"Height 63'height Sean � y 4 g g Configuration Range(n) lead&SIH Had&Sill Heed d SB G Wad 8 SIR Wad&Sill Head 6 Sill Head 6 SAI C Head 8 SMI i Head&SIg C Head 8 S91 E Head&&II G Heed&SIN Rah.LeNI i I 'S -S �I R4 Anchor Group A Anchor Group C 35.114' K-K-K 11.391•11.391 1+C2+0+C2+1 2 1+C2+p.C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+7 4 PRODUCT REVISED 3(r K-X-X 12.306-12.308 1+C2•0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0.C2+1 1 ns complyingwihnBeeFlorime 1«C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 7+C2+0+C2+1 4 1.C2+O+C2+1 4 1.p+0+C3+1 4 Building Cade 11.391-13.397 Ac�rpao«No{4i•o t4•J 45-f1e• t+C2+0+C2+1 2 1+C2+O+C2+t 2 1+C2+O+C2+1 3 1+C2+WC2+1 4 1.C2+O+C2+1 4 t+C3+0+p+1 4 K-K-K 13.388-14.683 / K K yc 11.391-12.297 1+C2+o•C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1.C3+0+C3.1 4 1+0+0+C3+1 4 BY 47-/4" 12.298-15.588 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+p+0+C3+1 4 1+0,0+C3+1 4 Miami nde Rodact Carhtrd K-K-K Custom 11.391-12.018 1+C2+0+C2+1 2 1.C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 7+C3+0+0+1 4 1+C3.0-C3+1 4 fi 52-118' K-K-K 12.017-13.307 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+0+0+p+1 1 1+C3+O+0+1 4 1+p+0+p+1 4 y K-K-K 13.398-17.016 1+C2.0+C2+1 2 I+C2+0+C2+1 2 1.C2+0+C2+1 3 1.C2+O+C2+1 4 1+p+0+p+1 4 1+0+0+0+1 4 tlCustom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2.2.C2+1 4 1.0+2+0.1 411+C3,+2-c3+1141 > m 80• X-K-K 13.398-15.380 Not Alowed 1+C2,1+C2+1 2 1+C2+2+C2+7 2 1+C2+2+C2.1 3 1.C2+2•C2+1 4 1+p+2.p+1 4 1+p.2+C3+1 4 K-X-K 15.351•19.841 1.C2,O+C2,1 2 1+C2+O.C2+1 2 1+C2.O.C2+1 3 1+0+0+03+1 1 1+p.0+p+7 4 1.G+0-04,1 4 to Y Q Custom 11.391.13.397 t+C2+2+C2+1 2 1.C2+3+02+1 2 1+C2+3+C2•1 3 1+C2.3+C2+1 4 1+C3+3+C3+1 4 1+C3.3+C3+1 4 75' Ye-K-K 13.398-19.110. t+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3.C2+1 3 1+p+3+C3+1 4 i.p+3+0+1 4 1+C4.3+G.1 4LLI r %-Y,-% 19.111•24.641 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+p.0+C3+1 3 1+C3+0.C3+1 4 1+G+O+G+1 4 1+C4+O+G+1 4 >_ 0 Q Custom 17.641-19.397 1+C2+3+C2+1 2 1+p+3+C2+1 2 1+C2+3.C2.1 3 7+C3+4+C3+1 4 1+C3+4.0.1 4 1+C4+4.04+1 4 O r 98' K-K-}( 19.998-24.380 1+C2+3+C2•1 2 1+C2+3+C2+1 2 1,C2.3+C2,1 3 1+C3+Hp+7 4 1+C3+Np+1 4 1+Cq.q+G+1 4 }� aloe K-K-K 24.387-31.841 1+C2+2+C2+1M2+C2-3+C2-2 2.C2+2•C2+ 3 2*p+3•C3. 4 2+p+3.p. 4 2+G+3+C4, 4 O 04 Y4-%-Y4 29.641•32.515 2+C2+3+C2* 2+C2+3+C2. 3 2.0+4+0• 4 2+C3+4+ +2 4 2+C4+4+C4. 4 J 120' K-K-K 32.516-39.641 2+C2+2+C1. 2+C2+3+C2+ 3 2•p+3+p+ 4 2+G+3,04. 4 2+G.3+G+ 4 Z LLtoJ .sip 0 LLj 140' Custom •' -39.641 2+C2-3+C2.2 2+C2+3+C2« 3 2+C3+4+0+ 4 2+C4+4+G. 4 2+G+4+G• 4 U L) X C/) u Anchor Group B Cc LU Anchor Group D Z 35.114' %-%-% 11.391-11.391 1+C2+0+C2+7 2 t.C2+0+C2+1 2 1+C2.0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2,0+C2+1 2 7+C2.0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 7,C2+0+C2+1 4 1+C2+0+C2+1 4 CD m Y m app 35' K-%-K 12.306-12.305 1+C2+0+C2+1 2 1+C2,0+C2+1 2 1+C2+0+C2+1 3 1+C2+0.C2+1 4 1+C2+O+C2-1 4 1+C2+D.C2•1 4 1+C2+0+C2+1 2 7«C2+0.C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2,1 4 Z a Z LL 36-K-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2•1 2 1+C2+0.Ct.1 3 7+C2+0.C2+1 4 1+C3+0+p+1 4 7+p+0+C3.1 4 1+C2+0+C2.1 2 1+C2+0+C2+7 2 1+C2+O+C2+1 9 1+C2+0+C2.1 4 1+C2+0+C2+1 4 1.p+0+C3+1 4 W LL 4S7/8 J K-K-K 13.398-14.083 1,C2.O+C2+1 2 1*C2+O+C2,1 2 1.C2•0+C2+1 9 1+C2+O+C2N 4 1+C2+O+C2•1 4 7.0.0.0x1 4 1+C2+0.C2+1 2 1 C2«0•C2+1 2 1+C2+O.CZN 3 1,C2.O.C2+i 1 1+C2,O+C2*1 4 1+C3.O+C3+1 4 J to K-K-% 11.391-12.297 1+C2+O+C2+1 2 1+C2+O+C2+1 2 7+C2+O+C2+1 3 7+C2+D+C2+1 4 UB+O+p+1 4 1+p+0+03.1 4 1+C2+O.C2+1 2 t+C2+0+C2+7 2 1+C2+0+C2.1 3 1+C2+O+C2.1 4 1.C3.0+C3,1 4 7+C3+O+p•1 4 F- 47.314' Z 7aa�5 K-K-K 12.296-15.558 t.C2+O,C2+7 2 1+02«0+C2.1 2 1+C2,O+C2.1 3 1+C2+0.02+1 4 1«p.p+p+1 4 1+p.0.C3.1 4 1.C2+O+C2+1 2 1«02+O+C2,1 Z 1*C2*O+C2+1 3 1•C2•O+C2H 4 1+p+0.p,1 4 1+03.0.0+1 4 ® Q J Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+O+C2+1 2 7+C2+0+C2+1 3 1+C3+0+p+1 4 t+C3+0+0+1 4 1+C3,0+C3+1 4 1+C2•0+C2+1 2 1+C2+o+C2+1 2 1+C2+O+C2.1 3 7+C3-0+C3+1 4 1+p,0+p+1 4 t+C3+0+p+1 4 3i D Q Z 5 52-IIW Y.-%-Y, 12.017-13.397 1+C2+0+C2+1 2 t+C2+0+C2+1 2 7+C2,0+C2+1 3 t+p+0+p+1 4 7+0+0+0.1 4 1+p+0+0+1 4 1+C2+O.C2+1 2 1+C2+0+C2.1 2 1+C2+0+C2+1 3 7+p+0+0,7 4 1-C3+0-C3-11411+C3-0+C3-1 4 O F- y K%-K 13.396-17.015 t+C2.0+C2+1 2 1+C2+0+C2+1 2 1.C2•0+C2+1 3 1.C3+0+0+1 4 1+0+0+0+1 4 t.p,D+C3+1 4 1+C2+0+C2+1 2 t+C2+0+C2.1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0.0+1 4 Z =17 Custom 41.391-13.397 1.C2+2+C2.7 2 1+C2+2+C2+1 2 7+C2+2+C2+1 3 1+C2+2+C2+1 4 1+0.2+0+1 4 1.p+2+C3+1 4 1.C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 t+C2+2+C2.1 4 7+C3-2+C3+1 4 1+p+2+C3+1 4 O = N O 80' Yi-K-% 13.388-15.360 1+C2+2+C2+1 2 1.C2+2+C2+1 2 1+C2+2+C2.1 3 1+C2+2+C2+1 4 1+0.2+0+1 4 t+C3+2,p+1 4 1+C2+1+C2+1 2 t.C2+1+C2+1 2 7+C2•1+C2+1 3 1+C2.1+C2+1 4 1+0+1+0.1 4 1+0+i+C3+1 4 (� U) K-K-K 15.361-19.641 1+C2.0.C2+1 21+C2+D+C2.1 2 1+C2•0+C2+1 3 1+C3+B+p+1 4 1+0+0+0+1 41+04+0.04.1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2.1 3 t+C3+0+p+1 41.0+0.03+1 4 1.G+0+G,1 4 c`� Z O � Custom 11.391-13.397 7+C2+3.C2+1 2 1+C2•3+C2•1 2 1+C2+3+C2+1 3 7+C2+3.C2+1 4 1+C3+3+p.1 4 1+0+3+0+1 4 1+C2.2«C2+1 2 7+C2+2,C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1.C3+3+p+1 4 1+C3+3•C3+1 4 Q = _ 75" K-K-K 13.398-19.110 7+C2+2+C2+1 2 1+C2+3+C2+1 2 7+C2.3+C2.1 3 1+0+3+0+1 4 1•p+3+C3+1 4 1+G+3+04+1 4 1+C2+2+C2+1 2 1+C2+2.C2+1 2 7.C2+2+17+1 3 t+C3+2+0+1 4 1+C3+2+C3+1 4 1+C4+2•G+1 4 a!1!1 osop sa!�ag K-K-K 19.171-24.541 1+C2+0.C2+1 2 1+02+0+02+1 2 1.0+0+0+7 3 1+0+0+0.1 4 1+C4+O+C4+1 4 1+04+D+G+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 l+0.0.C3+1 4 1+C4+O+G+1 4 1+04«0+04+1 4 Custom 17.641-19.367 1+C2+3+C2.1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+0+1 4 1+C7+4+C3.1 4 1+G•4+G1.1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2.3+C2+1 3 1+p+4+C3+1 4 1+C3+4+C3+1 4 1+04+4+04+1 4 96' Y4-%-y4 19.398-24.380 7+C2+3+C2+1 2 1+C2+3+C2,1 2 1+C2+4+C2+1 3 1+p+4+0x1 4 1+C3+4+C3+1 4 1+04+4+04,1 4 1.C2+2+C2.1 2 1+C2+3+C2+1 2 t+C2+3+C2+1.11+ 3-p 4 Np+3.q.1 4 1.04+3.04+1 4 K-K-K 24.381-31.641 +C2+2+C2+2 2 2.62+3+C2• 2 2+C2+3+C2+2 3 2+0.3+0+ 4 2+p+3+C3. t2+C4-3+04+ 4 1+C2+2.C2+1 2 1+C2•2•C2+1 2 1+C2+2+C2+1 3 t+p+2•p+1 4 1.0.2+0.7 4 1+04+2+04+1 4 1�• K-K-% 29.841-32.515 +C2+3•C2+2 2 2+C2+S+C2+ 2 2+C2+4+C2+2 3 2+0+4+0+ 4 2.0+4+p+ +04+ 4 2+C2+3+C2+ 2 2+C2+3•tx+2 2 2.C2+3+C2* 3 2+03+4+0* 4 2+03.4+p. 4 2+G•4+C4+ 4 32.518.39.841 2.02.3+C2+2 2 2+C2+3.C2+ 2 2.C2+3+C2+2 3 2+p+4+0. 4 2+C1+4.C4. +C5, 4 2+02+2+02+ 2 2+C2+3.02+2 2 2.C2+S+C2, 3 2.p+3.0+ 4 2+G+3+04. 4 2+G+3•C4. 4140' Coelom •• •38.641 2+C2.3+C2+2 2 2+C2+3+C2• 2 2.C2+4+C2+2 3 2+C3+4+p+ 4 2+04+4+C4+2 +C5+ 4 2.02.3.02+2 2 2+02.3.02+2 2 2.02*3+02. 3 2+p+Nig+ 4 2*04.4+G+ 4 2+04+MG+ 4 a` ! J NOTES: SEE TABLE 15 FOR DESIGN PRESSURE :�I C6 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). 'GLASS TYPES 10.12&14-16 1 MIN.SASH SIZE= IW NDOW IMDTH-80_y_77 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6.8. MAY NOT BE USEDWITH 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. J-CHANNEL OR INTEGRAL 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES 4)'7/4-1/2.114•AND•1/3-113-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 TABLE 27: Glass Types AnchorOuantMias forXOX Windows 14-18 Sash 24"HoWd 30'HSIgM 30'height 48"FWW 54'Height 83"Haight 24"Haight 30'Hslght 38"FL-19M 48"Haight 54'Fleight 1 83'Height Sash Width Relnt Leal COnigu ition Range(In) Head&SRI � head&SRI Head&SRI Head&SIR Head&Sol head&SRI Head&SRI i head&Sill head&Sill head&Sol � Hood&SIO � Head&Sol s R4 141 141 i I Anchor Group A Anchor!roup C 35-114" %-Ys-Yr 11.391-11.391 1+C2+0+C2+121+C2+0+C2*1 21+C2+0+C2+1 31+C2+0+C2*1 41+C2+0+C2+1 41+C2+0+C2+1 4 PRODUCTREVISED 38" %-Y,-Y, 12.308-12.308 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2.0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 a cmoplyimg with the Fkrida %.%.Y. 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+a+0+C2+1 3 1.C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 Bicildi.&Caide 14.1 1i-%-X 13.39B-i4.8M 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1''Pirat Pete r 47.314' %-%.y411.391-12.297 1+C2+0*C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+Dap+1 4 ,+C4+0.04+1 4 BY Yr-Yr-% 12.298.15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+I 4 MOM, Pmdaet Custom 11.391-12.018 1+C2*0+C2+7 2 /+C2+0*C2+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+04+0+04«1 4 1+04+0+C4+1 4 52-1/8" %-%-K 12.017.13.397 1+C2+0+C2+1 2 1*C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+, 4 1+04+0+04+1 4 1+C4+0+04+1 4 X-K-X 13,396-17.010 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+C4+O+G+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 I+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2*C3+1 4 I+04+2+04+1 4 m 80' Y.-Y.-% 13.396-15.300 Not Allowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 I+C3+2+C3,+1 4 1+04+2+04-1 4 Yi-K-tiS 15.381-19.641 1+02+0+02+1 2 1+C2+0aC2r1 2 1+03+0+03+1 3 1+04+0+04+I 4 /+G+0+04+1 4 1+05+0+05+1 4 U) Y Q Custom 11.391-13.W 1+C2+2+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+04+1 4 1+C4+3+C4+1 4 .7aa 75" Y.-%-Y. 13.396.19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+04+1 4 1+C4+3+04+1 4 W ` 3 %-%-% 19.111.24.641 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+04+O+C4+1 4 1+C5+0+C5+1 4 1+C5+D+C5+1 4 > O O O Custom 17.041-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C3+4+C3+1 4 1+04+4+C4*1 4 1+C4+4+04+1 4 O 90' Y.-'K-Y. 19.398.24.300 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+04+4+04+1 4 1*044+4+04+1 4 1+04+3+04+1 4 n n slap Q' LO %-%-% 24.301-31.641 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+04+3+04* 4 2*C4+3+C4+ 4 I+C4+2+G4+1 4 O N n "7 %-%-% 29.041-32.515 2+C2+3+C2* 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+04+4+C4+ 4 2+C4+4+C4+2 4 2+C4+ C4+2 4 1 2g = IZO' 2+C2+2+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+04+3+04* z LL N LL Y-304-X 32518-39.841 42+04+3+04+2 4 2+04*3+04*2 4 Z h LL -i 140' Custom -39.641 2+02+3*C2+ 2 2+13+3*C2+ 2 2+C2+3+C2+2 3 2+04+4+C4+ 4 2+04+4+04+ 4 2+C4+3+04+2 4 U V X uj Anchor Group B Anchor Group D LLI Z O 2 W aN 35-114" 771-SS-3S 11.391.11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 211+C2+0-C2+113 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 0 m Y m 00 30" %-Yr-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 IaC2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 21+C2+0+02+1 3 1+C2+0+C2+1 4 I+C2+0+C2+1 4 1+C3+0+C3+1 4 0 Z d Z Y.-%-Y. 11.391.13.307 1+C2+0+C2+1 2 I+C2+0+C2*1 2 1+C2*0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 O Z ~ W LL 45-118" � O -%-34 13.398-14.883 1+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3*1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+I 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3+o+C3+1 4 J co 47.314" X-%-y4 11.391.12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 i+04+0+04+1 4 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 I+C4+O+C/+1 4 t- O Y.-Y.-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+13+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 I+C2+0+C2+1 2 I+C2+0+C2+i 2 i+C2+0+02+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 I+C3+O+C3+1 4 ® i Q Custom 11.391-12.0118 1-02+0+02+1 2 1+C2+0+02+1 2 1+03+0+03+7 3 1+p+0+C3+1 4 1+04+0+04+7 4 1+041*0+04+1 4 1+C2+0+02+1 2 1+02+0+02+1 2 1*C3*0+03+1 3 1*03+0+03*1 4 1-04+0+C4+1 4 1+Cq+p+G+1 4 34F! Q 52-118" Y.-Y X 12.017.13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C9+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 I+C3+0+C3a1 3 I+C3+0+C3+1 4 1+04+0+04+1 4 1+C4+0+04+1 4 d Z Z aeons Y.-Y.-Y. 13.398-17.016 1+02-0+02+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1*C3*0+03+1 4 1+C4*O+G+1 4 1*CA*O+G+1 4 1+C2*0+02+1 2 i+C2+0+C2*1 T I+C3+0+C3+1 3 1+C3*0+C3+1 4 1+G+paCq+1 411+C4+0+04+1 4 ¢ � Custom 11.391.13.391 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C3*2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C3+2+Ci*1 4 1+C3+2+pat 4 1+C4+2+C4+1 4 O = N 80' yi-X-)( 13.398-15.380 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+04+2+04+1 4 ,+C2+1+C2+1 2 I.C2+1+C2+1 2 1+C2+1+C2+1 3 1+03+1+03+1 4 I+C3+1+C3+1 4 1+04+1+04+1 4 V w U? %-%-% 15.361-19.641 1*C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+o+C3+1 3 1+04+0+C4+1 4 1+C4*0+C4+1 4 1+C5+D+CS+1 4 I+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+C�4+1 4 1+C4+0+C4+1 4 1+C5+O+C5+1 4 U Z 0 Custom 11.391.13.397 1+C2+3+C2+I 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+04+1 4 1+04+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3aC2+1 3 1+CJ+3+C3+1 4 1+C4+3+04+1 4 1+C4+3+C4+1 4 75" }G-%-Y. 13.398-19.110 I+C2+2+C2+1 2 I+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+04+3+C4+1 4 1+C2+2*C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 I+C4+2+C4+1 4 1+04+2+C4+1 4 aN1 'asap salsa %-Y.-% 19.111-24.641 1+C2+0+C2*1 2 1+C3+0+C3+, 2 1+C3+D*C3+1 3 1+C4+0+C4+1 4 1+CS+O+C5+1 4 1+C5+D+C5N 4 I+C2+0+C2+1 2 1+C3+0+C3+1 2 i+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C5+O+C5+t 4 1+C5+0+C5+1 4 Custom 17.041-19.391 1+C1+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+04+4+C4+1 4 1+C4+4+04+1 41+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C3+4+C3+1 4 1+04+4+04+1 4 1+C4+3+04+1 4 90" }4-%-% 19.396-24.360 1+C2+3+C2+1 2 ,+C2*3+C2+1 2 1+C2+4+C2+1 3 1+04+4+04+1 4 1+C4+4+04+1 4 1+04+3+04+1 4 1+C2+2+02+1 2 1+C2+3+C2+1 2 1+C2a3+C2+1 3 I+04+3+C4+1 4 1+04+3+04+1 4 1+04+3+04+1 4 Ys h X 24.301-31.841 2+C2+2+C2+2 2 2+C2+3+C2+ 2 2+C2+3*C2*2 3 2+C4+3+C4+2 4 2+04+3+04+ 4 1+04+2+C4+1 4 ,+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+04+1 4 1+04+2+04+ 4 t+C4+2+C4+1 4 1p, Y.-Yr-Y. 29.041•32.515 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2*C2*MC2+2 3 2+C4+4+04+2 4 2+C4+4+04a 4 2+04+4+C4a 4 2+02+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2a 3 2+04+4+C4+2 4 2+04+4+04+2 4 2+04+3+04+2 4 32.518-39.841 2*C2+3+C2+2 2 2+C2+3 C2+ 2 2*C2+3+C2+2 3 2+04+4+04+2 4 2+C4+4+C4* 4 2+04+3+04+2 4 2+02+2402+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+3+G+ 4 2+C4+3+C4+2 4 2+C4+ +C4+2 4 / 740' Custom •39.041 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+C4W+C4* 4 2+C4+4+C4+ 4 2+04+3+04* 4 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2* 04 3 2+C4+4+ + 4 2+04+4+04+2 4 2+04+3+04+2 4 Y�(v/ NOTES: SEE TABLE 16 FOR DESIGN PRESSURE (/( 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34). - - WINDOW WIDTH-89 72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8.8. 'GLASS TYPES 10-12&14-18 "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J-CHANNEL OR INTEGRAL 4)"1/4-1/2-1/4'AND"1/3.1/31/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E. 58705 TABLE 28: Bill of Material 3.600' 3.800" _ 3.800" -�{ 3.1100' dot Part Description Materiel I --al_- .DBT I -+-I�- •082" I-- 1 820121 Flame Hared,Sill and Jambs-Flange PVC O j 2 820122 Frame Heed,SIR and Jamba•Flange PVC IT 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 820124 Frame Hese, I and Jambs-Equal Leg PVC 71r___7r9 2.445' 2.443' � 2.445" n .448'13 820172 Antl1iR Insert I Tdm Cowx PVClire--I'TUIII 14 620131 Fixed Insert Rall PVC l7 COD O O 16 820158 Track Insert 8063 7B Al 16 620129 Sash Rail(Sides,Top&Bottom) PVC 17 6201116 Monorail 8083 T6 At 626' J CANAMMIEl Am FLANGE FRAME FIN FRAME EQUAL LEO FRAME 19 620156 PUH Rail Interlock 6063 T6 At � Ro FRAME MEAD,SILL I O O HEAD,SILL& 1.37 O HEAD,SILL 8 O HEAD,SILL 8 20 820144 Pull Rad interlock Corer PVC &JAMBS JAMBS JAMBS JAMBS 21 1 620150 Light Sash Reinforcement 6063 TO At 221 620151 Standard Sash Reinforcement 6063 TO At 1.872" � 1.641" 23 620152 HD Sash Reirlbrcement 6083 T6 At t507" 1.49T 24 620153 Standard Meeting Rail Reinforcement 6005 T6 At I+ e� I�- 2.100" 25 620164 HD Meeting Rail Reinforcement 8005 T5 AI y --� 1.Sw t� II� -nj--{I 2.178" 28 620166 H.D.Hord.Roller Meeting;Rail Reinforcement 6006 T5 At 77Y 065" p p 1.020 dl V 1.376' �7T[+� 28 27 710811844 PA WeatheretripPH87'xS2D70'Fin Pilo ail Screw 410 SS TT� 055' 080 590 ' G 1 alt" I -+•� 1231• �- 1.000" �° .070' 1 29 81719 Weatherstrip,.187'x.220"PolyPilo FT RAJL 30 M6 x 1'Ph.PH SDS(interlock Mounting Screw) 410 SS 13 ANTI-LIFTVER RT 14 FIXED DING RNL 16 INSERT TRACK 78 SASH RAIL 19 INTERLOCK O IFT RAJL I INTERLOCK COVER 31 7SX312PPA 08 x 3.1/2'Ph.PH SMS(Fixed Meeting Rad Screw) 4108S 321 71OMP Meeting Red Screw Support Plate 6083 T5 At 33 720210 Weep Hole Cofer PVC .316" �� .070'� 1.100• 34 720187 Auto Lock Screw tide PI PVC "{ � .175' .300, 14 tf 37 720197 Auto Lock C Steel I .7td4" .760' k�' .718" 718' 38 720198 Sweep Lock Cut Zinc T 39 720196 Auto Lock Corer Assembly Cast zine .035' - -} .025' -� -+-. 1.185' 40 M6 x 1-1/8'Ph.FH SDS(Auto and Sweep Look Screw) 3S LAMI b EXTRUDED I ROLLED LIGHT SASH 0. STANDARD SASH 41 720200 Auto and Sweep Lock Keeper Cast bm O BEADING 61 SCREEN FRAME O SCREEN FRAME 2t REINFORCEMENT O REINFORCEMENT 42 76X34PPA 118 x 3/4'PH.PH SDS(Keeper Screw) SS 431 7012FPTX 88 x 1/2'FPH Tek Reinforcement Screw SS 070" 1.182' 1.1w 44 Leedstik Top Comer Key Nylon 1-�11. -'f-F- 46 Leedstib Bottom Comer Key Nylon Nylon 1.164' �- QQ O7o^ .094" 47 Lockstlle octan COLockstIle Top rKeymsr Key .81 .070' .791' 1.038 1.W11-' 1.� u U 1 IIUUf�����IJI��'��� .130' ILJ� � - 104' .07M 48 720204 Wheel Nylon .160' 1.331' r- 1.340' --_j 1.340' f-- 72 620135 L amii.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING REVISEDPRODUCT 74 Backbeddirg,GE 7700 or Dow 791 Silicone O REINFORCEMENT 24 MEETING RAIL NT 26 RAIL E NFORCEMENT 26 RE REINFORCEMENT 17 MONORAIL as emply�'^" Building Code 75 71884/5 SettBlock /8"x Z'x 1/8"),85+/•6 dum. EPDM Ate, aId C rya 1(e-O 17 SO 81011 Roll-fumed Screen Alum RerUed py Dare. baa retinene Date 61 81012 Extruded Screen Frame Alum By 82 Extruded Screen Spreader Bar jFIbeiglas 174" i P 83 47042W Screen Comer Key with Pull Rkv IbMeM a rwrnn. 84 47041 W/CKGLB Screen Corner Key No Pull Ring 85 7CASPM Tension Spring ® Otrar�6xn: Orve»ei es s1e16ca6 Screen cloth 44 WINDOW EXTRUSIONS&BOM J ROSOWSKI 87 61635/61614 .140"Screen S ins Machine/Hand Rolled 611,1116 1070 TECHNOLOGY DRIVE law: Ona: N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15 P.O. BOX 1529 NOTES: ` - NOKOMIS;FL 34274 sm-111-1elr Saab: 'MD No. Ran. 1)ITEMS N 5-12,18,35,36,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYl•IN MILLP,R.P.E. HR-5510 NTS 17 OF 18 M D-HR5510-01 A 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P E e 6py06 CERT. OF AM. X29290 �' 16 SASH TABLE 21 ASSEMBLY Egress Lock BIN of Material MITERED FRAME WITH44 DETAILS # Part# Descrlpaan Material INTERIOR AND EXTERIOR FRAME WELDS 100 7MC7024 Mufti-Point Lock Opwalor Cast ant 42 105 ® 101 73340 O mti tar maPlate Stow 16 102 72015 Muftipolit Lack KeWw Aluminum 31 EXTEP" 46 ATTACHED TO 103 720214 Muft4mW Lock Ouids NylOn SASH RAIL 104 220217-221 Tia Bar( h Varies Stainless Steal 1 � 106 71024X12HFX 0 x 1/2"HH MS Steink4se Steel 108 7BXIFPAX x 1"Ph.FH SMS Stekdess72 X4 SteN 107 78X75FPTX IN x 314"Ph.FH SDS Stanvess Steel 1e +O 17 ATTACHED TO 103 27 30 FRAME JAMB C5 EGRESS LOCK 37 DETAILS 40 (NOT TO SCALE 39 86 ORO 42 104 87 � Y OPT.AUTO LOCK 86 /' 45 20 ATTACHED TO PRODUCT m„ p i FRAME JAMB 1 Ac , ca;Sce N.l(o-O 14.1Z V.q)i nlinn Dale 42 101 RY 16 MianDade Prr�du�a' 84 1q • 10 OPT. 72 102 X4 41 47 ` 0 ATTACHED TO x(42 OPT.SWEEP LOCK FRAME JAMS fb OR 81 L"JJJ t5 vtv 1070 TECHNOLOGY DRIVE � MITERED FRAME WITH ® N.VENICE, FL 34275 1 INTERIOR AND EXTERIOR - FRAME WELDS 100 (941)-480-1600 CERT. OF AU H, /29296 j SCREEN R«aw W. DON: Rovebn: j ASSEMBLY i DETAILS n.i..a ar• Dot.: Dram W. OO 84 EXTERIOR I FRAME 6 I�r�l6 - EXPLODED WINDOW VIEW J ROSOWSKI L5 ASSEMBLY Two., DO* NOTES: DETAILS `. HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. , 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LYNNScow. SriwL # . 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 8 -0 A -0. p.E.q 561 5gY05 P.EHR-5510 NTS 18 OF 18 MD-HR5510 1 a F;ECEI�M NOV 0 3 2017 PER.MirTiNu MIAMI-DADE St. Lucie County, FL MIAMI-DADE COUNTY w PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i 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 j to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Vel ciHurricAne17)ne. DESCRIPTION: Seri " 500"PVC Single Hung Window_ L.M.I. APPROVAL DOCUMENT:Drawing No. -SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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. MIAM}DADE COUNTY NOA No. 15-0519.05 1 7 f2o�JC Expiration Date: July 30,2020 J Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. 2. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. ' QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel a ez,P.E. Product Contr xaminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5'h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel er z,P.E. Z/ Product ConirdLEitaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE / EXAMPLE FOR 261/8'MAX D.C. 21-5/8' ANCHORAGE EXAMPLE DESIGN P ESSURE RATING IMPACT RATING RADIUS•TOP /'� 54'MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE b SMALL MISSILE HEADER(SIM 12"MAX FROM HEADER(SM.FOR ALL LEVEL,SEE SHEETS 67 IMPACT RESISTANT FOR ALL FRAME SEAM _� 30' 12'MAX. / WINDOW TYPES) W1 FOR TYPES) B,SEE MAX.O.C. A SHEET 3' 52.1/8'MAX.BUCK WIDTH 10'MAX.FROM _ SEE SHEETSA.S B,SEE l� 30"MAX.O.C. rI _ SHEET Syr T 1 FIXED VISIBLE _ 12'MAX. / Fes` SEAM D.SEE _._, 8&9 1 SHEETS ~- ^�1Y MAX' 1 SHEETI 1 I LIGHT WIDTH A.BEE r-. __. R.SEE 30"MAX.O.C.- 12" BHEET3 -- 12"MAX- C.SEE SHEET3i FIXED - - SHEET4i / + EOUALLY / VISIBLE 1r i SPACED EQUALLY I 17.7/8'MAX.O.C. ANCIi0R8 PER LIGHT17-7/8'MAX.O.C.SPACED � TABLE39-11 1HEIGHT EQUALLY 17.7/8'MAX.O.C.ANCHORSPER I 81.78' 9PACE0 TABLES 9.71 Q Q MAX, ANCHORS PER82" O I BUCK �_ AX 1 `� BUCK TABLES 9.11 HEIGHT MAX HEIGHT 4 10'MAX.O.C. BUCK 10"MAX.O.C. X 10 O.C. H T A(SHOWN X HEIGHT X _ )j X Q MAX." MAx.) 1..----- - - / ____ 13-314'MAX.O.C. SASH 13 34'MAX.O.C. EQUALLY /y EQUALLY '///J 133/4"MAX.O.C. EQUALLY "///J L__._ / SPACED / SPACED / V1818LE _� SPACED --� SEE ANCHORSPER I ANCHORS PER I+ LIGHT ANCHORS PER 1 SHEETS TABLES 9-11 I / A l TABLES 9.11 1 / HEIGHT A TABLES 9-11 / 1 8&9 / C 1 I 1 11A •1&112'MAX. 8-1#/2'MAX. •16.1/2'MAX. a__._._JNO ANCHORS AT SILL + SEE S&L WEEP- B—-11 1- N0SACK IIBLE L I SEE SLL WEEP- B J ANC SEE SILL WEEP- D f-'-_. 1-1/4' � SEE 61LL WEEP- NOTCH DETAILS. LIGHT WIDTH -NOTCH DETAILS. b4'MAX•BUCK WIDTH NOTCH DETAILS, SHEET DETAILS. SHEETS SHEET SHEET3 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAMEELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED b TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES.........................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATI(MS.................................1 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS 8 ANCHOR DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS.............................2 AND INSTALLATION IS THE RESPONSISIUTY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE b 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEG/BOK................3 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN B)1/4-MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. b J-CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILS........................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL b CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................67 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL b CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES................8-10 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES................11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY 8 PARTS LIST...........12-t3 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. ♦pprovcd m co plylog with M- 10)REFERENCES:TEST REPORTS FTL-7964 8 7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NCA;ELCO AGGREGATOR NO&ROYAL WINDOW AND DOOR PROFILES,LTD WHITE d BRONZE/LIGHTER SHADES OF Flurlde u 1g C e CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSI/AFBPA NDS b ALUMINUM DESIGN Dele 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 1� Revised Sy: Date: Revle m NOAp VNN Af/(��i� ntleml a epe uu USER INSTRUCTIONS: �1�',�.•'`10ENSF '.FP : ("y —. Revised By: Date, ReNelon: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •k% 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. %` N0.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - o.,adptyn: Dm By: PRESSURE FROM TABLES 4.8.R MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - GENERAL NOTES St ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. -•O �VV �'lS lil 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOWSUBS7RATE WILL MEET REQUIREMENTS FOR F a 1070 TECHNOLOGY DRIVE TItM: Datr. S ONSTALL AS PER UR OPENINGS 8HEETI3 FORON T RU FTABLRAME ES 2 INSTALLATION OR SHEET FOR INT3.AND THAT ALL MIN. EGRAL FINNTS INSTALLATION.THIS TARE MET. ` , Ft10P`.•'� •� N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 s/OHM y�`' (941)-480-1WOsA«l: D,ouAa,g Na. Rev: INTEGRAL FIN OR EQUAL LNOTE:DESIGN PRESSURE EAG/BOX).TING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, A.1A'NN MICL��P.E. CERT.OF AM. 129296 SH-5500 NTS 1 OF 13 MD-SH5500-01 P.EN 68706 TABLE 1:ALLOWABLE GLASS TYPES also Design Prowure Frame Olaw Frame Frame Description(Uded from Exterior to Interior) Types Options Configa Shapes Installation Options that may be used Type Table N Bbeet N (we Fig 8) (see Table 1) (see Fig A) (we Fig C) 5 7/1r Lamirotod I.O.:1/8'A Exterior Cap+7/18'Air Space+&18'Laminated;(2)Ulw o11/8'A Glass with.090'PVB Interlayer 4,5 6 8 71W Lamineted I.G.:1/8•T Exterior Cap+7/18'Air Space+5118'Lamiset rd;(2)Lkas of 1/0'A Glass wflh.1190'PVB Intedayer 4,6 6 ....Into 2X Wood Frame/Buckatrip-shed 3,option 1 Equd�Jb, Squ h-Top t., F Ththe trams ....into ConcrddCMU-sheet 3,option 2 7 718'Laminated I.O.:3116'A Exterior Cap+318'Air Space+ti/18'Laminated;(2)Liles of 1RY A Glass with.OBO'PVB Interieyer 4,6 6 lerps 5-16 Orisi/PraAew An:h-Topa � 5 7/8'Laminated I.G.:3/18'T Exterior Cap+3/8'Air Space+5/18'Laminated;(2)Liles of 1/0'A Glass vAth.090'PVB Intedayer 4,6 6 (/12) 8 Cottage Radius-Top 0f the window...... through 1X Buckstdp Into Concrele/CMU-shoot 3,option 3 8 7/0'Laminated I.O.:1/0'A Exterior Cop+7/10•Air Space+6/18'Laminated;(2)Utas of 116'H Glass with.080'SG InMdayer 7 7 1 1 ....into Metal-shoot 3.option 4 10 7/8'Laminated I.O.:1/8•T Exterior Cep+7/18•Air Space+5118'LamInsled;(2)Lite&of 116"H Glass with.090•SO Intedaysr 7 7 ....into 2X Wood F(WHAWOkatdp-sheat 3,option 1 Bax/ Equal-Lite,e, BArch-op&'t. Th the tuna ....Into ConcrMs/CMU-sheet 3,option 2 11 7/8'laminated 1.0.:3/18•A Exterior Cop+318'Alr Space+tiJ18'Lsmkrted;(2)Lilac of 1Rr H Glees vAlh.090'SO tderisyar 7 7 rough Egw4) 5.18 -10 Od Cottage Arch Topa M the window. ,,.throw 1X Bucks Into Concrete/CMU-sheet 3, on 3 12 718'Laminated LO.:3/10'T Exterior Cap+3I8'Air Space+5/18•LsmirotW;(2)LHw of 1/8'H Glass with.000'SO IMeriaysr 7 7 g4) 8 Cottage Radus-Top ""' ' � � o� 13 7/6'Laminated I.O.:1/8'A Exterior Cep+5/18'Air Space+7/16'Laminated;(2)Utes of 3118•A Glass with.080"SO Interlayer 8 7 ....Into Mdsi-sheet 3,option 4 14 7/8'Laminated I.G.:1/8'T Exledor Cap+5110•Air Space+1/18•Laminated;(2)Wes of 3118•A Glass with.09D'SO lntoda er 8 7 Through the ....Into 2X Wood Frame/Bucksutp-sheet 4,option 5 15 7/6'Laminated I.O.:3118'A Exterior Cap+1/4'Air Space+7116'Laminated;(2)Liles of 3118'A Glass with.000"SO Interlayer7 7 J Cltannd Equal-Lite, Square/Root.,Integral In-,.••_ ,••.Into Meld-abeel 4,option 7 16 7/8'Laminated I.G.:3/18•T Exterior Cap+1/4'Air Space+7/18'Laminated;(2)Utes of 3118'A Glass wXh.080"SO Intedayer 7 7 (01) 5.8 Ori Colla ew Radu$_Arch-Top p Through the tants .,.,Into 2X Wood FrwrWBueksidp-shed 4,option e a cat.ge Rwww-rop of the window...... ,...Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' OLAS6 TYPES 6,7,8,11,13 Through the ....Into 2X Wood Frame/Bucksirip-shed 4,option S 8 15 MAY NOT BE USED IN Equal-Lite, Squaw/Rect.,Integral In...... ,,,.Into Metal-shoot 4,option 7 Group Anchor Substrate Min.Edge Min' THE HVHI.ABOVE 30'. Integral Fin 5-8 OMWwAsw Arch-Top a Distance Embedment' • (M3) 8 College Redux Top Through the tame ....Into 2X Wood Frarna/Buckatrip-shed 4,option 6 P.T.Southern Pit*(1357 of the vAndow...... Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/6' 0.050• (steel,18-8 S.S. MIN.OF 3 THREADS 'A"=ANNEALED Or 410 S.S.) Steel Stud,A653 Or.33' 31W 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES "H'=HEAT STRENGTHENED A Aluminum,8083-T5' 3/8" 0.050" SUBSTRATE.FOR 'T'=TEMPERED P.T.Southern Pine(SG=0.55) 7/18' 1318' STEEL STUDS, 'PVB'-.09(r BUTACITE®PVB min.2.85 kal 1' 13/8' MIN.Fu-0 KS18 BY KURARAY AMERICA.INC. 3/16"steel Uilracon Concrete ( ) MIN.Fy=33 KSI. ed CMU,(ASTM C-90 2-1/Y 1-1/4" "UNGRO "SO = Ae0'SENTRYBY KU P.T.Southern Pine SG=0.55) 9/16" 1-3/8" VALUES MAY CMU' INTERLAYER BY KURARAY #l, SMS ( VALUES MAY BOX OR AMERICA INC. B Steel,A36' 3/8" 0.050' USED FOR GROUTED EOUAL- (8teel,18 8 S.S. Stsd Stud,A653 Or.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. FLANGE LEG PVB AND SG INTERLAYERS MAY Or 410 S.S.) Aluminum,6083-T6' 3/8" 0083" ALSO BE MANUFACTURED BY EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. 1/4'steel Uilracon Concrete(min.2.85 ksl) 1" 1-314" C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114' FIGURE C:FRAME SHAPES jj 1/4"steel Cretelex Concrete min.3.35 kel) 1" 1314' �I BUCK WIDTH {BUCK WIDTH�-- -- {BUCK WIDTH�- 114•sled Utiracon Concrete(min.2.85 kat) -1!2" 13/4' 114'steel Uilracon P.T.Southern Pine SG=0.55 1' 13/8' T �j I 1 3 1/4'steel Cretefiex Concrete(min.3.35 ksl) 2-1/7 13/4' G 5� �� T Ungrouled CMU,(ASTM C-90) 2-1/2" 1.1/4" my = J-CHANNEL INT FIGN AL D 1/4'at"Crelefiex w P.T.Southern Pine(SG=0.55 1" 1318" x x O 114'steel AttireGator Concrete(min.3.275 ksl) 1-1/7 I've" It 1/4'steel Aggro Gator P.T.Southam Pine SG=0.65 1' 1.4 Grouted CMU, ASTM C 80) r r 1 RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY TABLE 3:ALLOWABLE HORS THROUGH E INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING Fw our rumplying with tb• Floridadde w otic Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Date Distance Embedment' THE TABLES ON SHEETS 8.10. I I NOAH E 2-1/7 x.131'Common Nall P.T.Southern Pine(SG-.55) 3/6' 2-7118" '\1 ONN,H/ /, ReHwe 81 DOWRsrielon: ml Pro" sly 2-1/2"Ring-shank Roofing Nell P.T.Southern Pine(SG-.W3/8' 2-7/16• �\1ON�'' ENSE ((F'Q /�� A' .•'0 ReNsed By Dote: RevlekM: P.T.Southern Piro(SG-.56) 1/2' 1.318• 010 Trusehead SMS Ailknnum,0083.76' 3M. 0.050' o,58705 (at",1B8 S.S. = N or 410 S.S.) Steri Stud,Gr.33' 31W 0.0451•(16 Go.) j, a- D.ratpkron: •^ F St",A36' 318" 0.050• MIN.oF3 - lay -7 rs ..�w= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADSBEYOND -0 P.T.Southern Pine(8G=.55) 9/18" 1-3/B' THE METAL "� gT TEN . 1070 TECHNOLOGY DRIVE TRh: Dant: (steel,1e-8s.S. Aluminum ooe3•T6• 3IB• o.01T3' SUBSTRATE.FOR ;UX.�'•,.F'CW6 .�`CJ= N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-IM 05/15/15 Steel Stud,Or.33' 3/8' 0.050" STEELSTUDS, S,g �• \ (941)-480-1800 our 4108,6.) MIN.Fu•45 KS18 rr/r(���ONA \`�` pro.eq No. Rer Steil,A38' 3/8' 0.050• MIN.Fy33 KSI. A.Lr N MdI!1A P.E. P.E.059705 CERT. OF A111H. /20206 SH-5500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX 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. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR BUCKSTRIP. SASH 18 1/4•MAX SHIM -+I SEE NOTE 2,THIS SHEET. EMBEDMENT : 19 LIGHT EDGE 17 I .• •• EDGE FLANGE FRAMEp' ! 1 j EDGE o .• •' DISTANCE SHOWN _LL DISTANCE 44 BALANCE -- ._ 1/4*MAX TYPE VARIES -- - -- -•_.. TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, EMBEDMENT AND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE Q 30 AND EDGE EMBDISTANCE R SUBSTRATE. DISTANCE PER $1 DISTANSUBSTRE PER ATE,DISTANCE PER SUBSTRATE, Q EDGE SUBSTRATE, O SEE TABLE 2,SHEET 2. SUBSTRATE, DISTANCE SEE TABLE 2, 18 SEE TABLE 2,SHEET 2. EXTERIOR 97 SHEET 2. PIXEO VISIBLE 4 FIXED 1B 20 1 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME I 2 LIGHT Bl#)(VNOTM LFRAME HEIGHT FOR ALL WINDOWS: NOTES: SHOWN ___ _.. SHOWN 1 ANCHOR®3.66' 1)USE ONLY HORIZONTAL SECTION A A 49 48 21 FROM END AND AT SUBSTRATE-APPROPRIATE CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72OVER 38'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DARE APPROVED MULLION,FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTIC&OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 48 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 14 36 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1!4•MAX. D BOTTOM LOCKS: SHIM /10 OR p12 STEEL L� 1K•MAX. ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRIL 50 BUCK 18 LING I SHIM HEIGHT O 0 SCREWS 0 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 88 FROM END. SHEET Q� 30 THAN 1-1-1 ALL WOOD BUCKS LESS TABLE 2,2'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.1X (ERIOF VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 1B DEPICTED AS 2X ARE 1.12'THICK OFTas USE EITHER OR GREATER.1X AND 2X BUCKS 05 LATCH OR (WHEN USED)SMALL BE DESIGNED 81 30 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 91 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WEEP LOCATION:6-5/8' DESIGN AND INSTALLATION IS THE SHOWN FRAME o NOTCHES AT B0 FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 as 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 87 OPENING)IS MEASURED FROM ANCHORED THROUGH 4pprat'cd m complying with th. EQl1ALAEGA30X 1AP MAX SHIM BEADING TO BEADB4Q FANCHORED 0 MEAL FRAME INTO METAL p ede dd ug C FRAME SHOWN 1111 111 NOAO VLYNN My i� Rev/e.d By: Dofe: Revlelon: It I de? ua � y .27•X 1.25' NO ANCHORS ``��`� '''OCENsF'���` By WVICOVERLE . REQUIRED IN VISIBLE LIGHT FORMULAS Yk:• ••.�� Rerleed ay: Dot.: Revldon: 2.87"FROM 38 e• y• FLANGE OR No.58705 EACH END. EQUAL-LEG WIDTH • FRAME SILLS ®SASH:BUCK WIDTH•f412' •-O: _ DOW10lon: Woven Bi' a FIXED LITE:SUCK WIDTH.4-W -!S 7 /S :: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT EQUAL-LITE 'UT••. ST^i �!/ Dale: ( ) ' t (ORIDP '•��� 1070 TECHNOLOGY DRIVE TRb: VERTICAL SECTION B-B BUCKHEKIHT2-3.15118 ',Fps •..,.,..•G'_'`� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 yy//�IVIVAt.`,`�� (941)-480-1800 S*d"/Model: Sroh: t: Drawing No. Rev: A. ER. CERT. OF AUTH. /29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 REJ 6!706 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTIONS ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION__OPTION 5 EMBEDMENT - —� WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR -- EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH r� Q FRAME - 1 DISTANCE PER SUBSTRATE, Q a SHOWN 1 SEE TABLE 2,SHEET 2. --- --,_-- c (SCREW SHOWN) 44 BALANCE I EMBEDMENT TYPE VARIES -- --- 1/4"MAX SHIM 42 WITH SASH o 1 TYP.ANCHOR TYPE, TANC DISE Q WEIGHT —I EMBEDMENT AND EDGE Q 31 L �L—ODISTANCE PER SUBSTRATE, 1— SEE TABLE 3,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, T 18 (NAIL SHOWN) o 87 INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE 3 FRAME DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT i NOTES: SHOWN HEIGHT FOR ALL WINDOWS: 1 ANCHOR 0 3.55' BUCK WIDTH �_— 49 48 FROM ENO AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SVBSTRATE-APPROPRIATE - 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 72 OVER 38'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 45 46 47 SCREW$@16.3/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 16:SEL.F 12 STEEL)ANIOR 114'MAX HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLINGSHIM SCREWS®8.3/8' USED INTO WOOD AS PER TABLE 2, 6).SEE 85 30 _r— FROM END. SHEET 2.ALL WOOD BUCKS LESS S 2 8 3, SASH THAN 1.1/2"THICK ARE TO BE ET2. EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF a LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 OR BOTTOM DEPICTED AS 2X ARE 1.12'THICK OPT, OR GREATER.IX AND 2X BUCKS LOCK(SHEET 3).86 TESTED UNIT (WHEN USED)SHALL BE DESIGNED (2)1- 81 30 83 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6-5/8' fLANI REMOVED WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK IN-FIELD DESIGN AND INSTALLATION IS THE NOTCHES AT 80 p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN L= EACH END. `11111 NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 Approved as tomplyla8 with 111. OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL INTEGRAL FIN MAX ANCHORED THROUGH Florida ul as e BEADING TO BEADINGFIN/FLANGEANGE REMOVED FRAME SHOWN SHIM �SHIM ``11111 I I I 11, l 11� INTEGRAL FIN INTO METAL (INTEGRAL FI ) NOAH A � Noweed By: Date: RwNlon: eml D e Prodaa .2O 1.21r yW/COVERE�20.97' `�`Q.111�0'•LICENS,c•leccp�': FROM EACH ENO. Illy. VISIBLE LIGHT FORMULAS = Tr 7 No.56705 3r ' RaNaM W. Gob: Ravlabn: TYP.ANCHOR TYPE, _ ! EMBEDMENT AND EDGE EDGE DISTANCE WIDTH - •n DISTANCE PER SUBSTRATE, 1 GISASH:BUCK WIDTH-6-12• -'O LK- Description: SEE TABLE 3,SHEET 2. yl EMBEDMENT ®FIXED LITE:BUCK WIDTH•4.318' =� '•. is :'Lu, J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) ' T •.,LOHIOP.•'' \ 1070 TECHNOLOGY DRIVE TIN: ANCHORED INSTALLATION OPTION 5 N VERTICAL SECTION D-D BUCK HEIGHT2-3-15118• �'%`sus/ NAL �\ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO 2X WOOD FRAME TE BUCK• (941)-480-1600 _---- / //l l l l l l t 1 t Svfsa/Modah. StaN: SMaI: OroNrp No. Rar STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT of AUTH /29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 RE 55705 7/8'NOM. 718•NOM. -+{ 716•NOM. 7/8"NOW 7B'NOM. . 5/16"A/A PVB -- 5/16"A/A PVB -- 5/16"A/A PVB 5/16"AIA PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE-— 7/16"AIR SPACE-- - 1/8"A_GLASS 1/8"T GLASS— 3/16"_A GLASS 3/16'T GLASS 1/8"A GLASS— a EXTERIOR a EXTERIOR a EXTERIOR 'EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR-- SUPERSPACER OR - SUPERSPACER OR SUPERSPACER OR-- CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS-TYPE 8 GLASS TYPE 9 .+{ 7/8'NOM. 7/8'NOMI, 7B"NOM. 718'NOM. �--- -�� 718'NOM. �- 5/16"HIH SG I 5/16"H/H SG 5/16"H/H SG I 7/16"A/A SO I 7/18"A/A SG - 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/18"AIR SPACE 1/8"T GLASS 3/16"_A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS G]EXTERIOR Gj EXTERIORA < ]EXTERIORA a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 NOM. —1 718'NOM. -- 7/16"A/A SG 7/16"A/A SG 1/r NOM.GLASS GLASS TYPES 8 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 78 OR 77 R 78 SITE TYP. '18 MAY NOT BE USED 3/18"A GLASS 3/18"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR G]EXTERIOR GLASS TYPES 5,7,9,11.13 DURASEAL, DURASEAL, 31 d 16 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75 THE HVHz ABOVE W. CARDINAL SPACERTN CARDINAL SPACER 4pliro�eJ n tamplyloy,w116 1h• GLASS TYPE 15 GLASS TYPE 16 Fb�+a•Ag c ■u 38 �IluUl NDAM LYNN Rovf■d By Dofr. RONNon: M durodoN El ...'k RoWmd By. Dob: Reviolon: No.58705 ' • •' GLAZING NOTES: 'A'•ANNEALED _ - DoocApDon: ao~^ TYP. GLAZING DETAIL 'H'-HEATSTRENGTHENED -'O rE GLAZING DETAILS J ROSOWSKI -_--_ T-TEMPERED aa�� %�1 '•. '&0•LO60'SENTRYGL�AP BY KURARAY AMERICA.INC.C '�0��` F<ORIOP.•'•��� w 1070VENICE,CHNOOGY DRIVE TRIo: Dob SINGLE HUNG WINDOW INSTALLATION LM 05/15!15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600 SerNs/AIo0.1: Scale: S Dro.Ing No. Ror. A.L�tJf�I,I�.LER.P.E. CERT. OF AUTH. /26296 SH-5500 NTS 5 OF 13 MD-SH5500-01 P.E.I 58705 TABLE 4: _ _ TABLE 5: TABLE 6: clsr T7s•• Design I'mo un,lbeR1' 01-Type BgMxn rn Design belt' Or 760 6 sss.n HWgM Db M0,7TV a Design Pr0sou16,EOMI •/-SO.D MMd.L.wl a �q� R-P 0.) Bucx 66 amtlawl ^2 41 1 SL125 +835.01-70.0 RI Far sll xi-A...M.l... 275 E*."w i1JM .06.0 -AOFlo -700 Feint Owl elr,d.ld c.nge HAA•ism .06.0 -70.0 -70A IR Far N MlMer end rM 1W. SEE TABLE 9.SHEET 8 FOR 26 - Epra 11.683.16811 H0A -760 -70.0 SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANTITY. lu d d Flelse 81.37/•11.0p +89.0 -no •roA ANCHOR GROUP AND QUANTITY. TOM 25317.2500 .00.0 4" -70.0 sNM.rd C.Ogt. 70.00-25J10 .0010 •1010 •7010 ]7]75 E6-Hft 17417-70.067 .0010 •16.0 -701.5 X� Sime PWAM 14617.17.510 .06.0 .70.0 -NA - almbll 11]07.14All H6A •M.0 8160 •Na - TNell NJ00.31111 .060 dR0 .001 -701 wlae W. 71611.77.OR .66.6 -1610 .Ma .700 HEADER 14rrm Ca11s9. Mir-s 614 .0010 -1610 .00.0 -7010 ri- w E"u . 70.517.2738114 .830 -MO .0610 -Ino HEADER Q$ 8lrbrd PrWsv 11.617-70.5 .66.0 .7010 .050 -1610 14IU wean&u .617.17J .660 -7010 Me •70.0 0 6000.." 11.377-14610 .Ul 016.0 .?*A 816.0 .70.0 o TeMI 71.507.11.811 .05.0 -70.0 816.0 .70.0 y SUndoM C~ 00.611-7110 .660 •160 8164 .70.0 .D MEETING RAIL Eo.uxe 25.8317-39610 816.0 'no 816.0 -Mo Q MEETING RAIL 11 W Mrrdsrd Relwv .811.20.510 .050 -no .05A -70.0 54. wW 23 xiy bm B 14.517.1159 .05.0 .no .06.0 -70.0 (2\) 0 m17 17.617• .6N .05.0 -70.0 .mo -1710 \�/T 0 D g Brodrl 11]77.17.59 .66.0 -170 .6610 -17.0 E%TFRIOR o V � I." 777M•77.69a5.0 -170 .0610 .17.0 v O C/ St.A d00bp 25.617.77.700 .00.0 -70.0 .050 -17.0 JAMB 1t Eyrw 77JI/-25.516 .000 -1710 .MO •17.0 JAMS 23) a CaYm 6f a 25317.77.610 .050 70-0 .06.0 .70.0 Lxl[R- SASH 83100 ywMrM peer, ITJIT-70.Ste .06.00 -00 1460 •700 JMRIIOR SASH HEIGHT c-1-6x1. 14,517-11.614 8160 •roA +*A -160 G7 HEIGHT wWneW R617•NAM 140.0 -1610 H6D .70.0 81.0r1 11371.17.59 1.00.0 •10.0 400.0 -170 TSO.n 25,51/•41IAM 1.0010 40.0 146.0 -70.0 C2� SwM Ca6Ns 71.51?-Mile .00.0 -70.0 810.0 -170 v Ewwa. 2140-MAN .06.0 •AO .000 -700 23 tf\ SILL fl ODs rd Psdse 25417.25414 WA •1710 .4U 717.5 SILL U M cus n ft. 20.517-23.510 .MA •OG .MA •70.01 wlam Gln 17.617.25.00 .0010 -1610 +4" -7010 casl.m 81.. 9617•l?J10 .4150 40.0 *A 10.1 clel.m 6R. /7417.14A1! .06.0 4010 .00.0 27.7 all~ 71.00.17.514 .a"1.1610 .0010 2110 Abs 39.517.41AM .00.0 •700 .00A •100 1 0 -- wbinBos 25311.39,59 .M.0 •7010 .0010 •10.0 EpefAs 25AI7-25Ats +00 •16.0 .M.O •70.0 SECTION DETAIL FOR WINDOWS WITH 76 cwe.nar. 83417.65.69 .660 •16.0 .0010 .roA SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 OA1116MdgOM r 258317.25.0N .M.o -16.0 .00.0 •roJ LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6.7818 (REINFORCEMENTS SHOWN IN FIGURES ABOVE ttMe"em a. 71617.25.610 .0510 -n.0 .M.o 27.7 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 elbow" 25JN•76x9 -*A .70.0 .060 2014 CONFIGURATIONS) ETwl. 25.817•d1.M/ 810.0 •roA HOA •1610 APPLY TO ALL FRAME TYPES 8 M wlaO S.. 25.617.25AN 1-MA -roA .250 21.7 CONFIGURATIONS) 6MrIhM ProAw 77810-70.614 .00.0 -170 .000 20.6 +pprowd o5 cOl6plylog with rt. Flodd!Q0141ag e 01.16 T�IYR1 +1100 1 146.0 1-170 1.65O 1-05.5 1 Onto qu l SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NOAA \\\\ 77j Rovlsed By: DON: RsvUlon: M..1D de ProduM CNV LYNN M ii �,10ENS ���i DY. . �:' F '•.'p Rerleed By: is: Re,W- NOTES: _� Nu.53705 •'* ' Dseo71p8on: on-. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �� •"bS DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. •, I TL• F (V�� 1070 TECHNOLOGY DRIVE R7N: DON: ;��•,•.,.go... •,• "� N. VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON TTHHE TABLE.SIZES //SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��/�/1/0 s'`PE (941)-480-1800 SertSe/A1odef: Soso.: eN: prorBlp N0. 17: CERT. of ALrrH. #2929e SH-5500 NTS 1760F 13 MD SH5500-01 T BLE LE 8: _ W;1saa19 Bda Btle "a"mom Wal elt7 Pmov., d 0104770• erromam Wtyn/INwMIbaR33 .. Brn H.IQd Rod.L..l b0�M i.•nRrw Iwro•M d.cplln Buc7311wn Mm1.LNN brdmnRna. arq•lM wlMMwetwle 3 r40 4662126 3 10 p 1 38 1381 40 0 4 62120 0 2.6 E4w4t. 11. +70.0.110.0 -M.01-1100 •rao-1100 +MO-1140 23.5 Ew". 11.261 •MO-lite •MO •110.0 •70.0-Iw •10.4-10.0 .7401-1100 -70-01.1 0 •70.0-lite Tao-l10.0 3f _cow. 1407.10AM 4mA•1104 .70.0-110.0 •7&0 •110 .Mt-lite at•r4 w4 CMaW 11.517.1470 •104-lite •70.0-110.0 -70C-71t! .M.O.110.01.78.0-110.0 -MA-lite •70.0-110.0 .70.4-110.° 0 EWd4• 11.60-14010 410-0 •110-0 •10.0-1160 +MO -110.0+MO 410.0 26 EWe4. 41.07.06610 •MO•170.0 •mA•110.0 •M8•110.1 •70.0•140 •70.0-110.0 .70.0•104 .70.0.119 •10.0-1100 alydW PNMI J1.3".MON +M.O•170.0 +70.0-ilea .700 -1100 +MO•110.0 N.Msrd Plod- 11.371-11142 •70.0•100 •rao•11.0 •70.0-140 •M8•14.0 •700-iiao +rao•110.0 •74.0•Hate •10.0•110.0 HEADER Tow stall-2670 •Me 410A 410.0.110.0 •70.0-110.0 +70.0•110 IN" 23.517-M206 •70.4•110.0 •Ma•Hao •So-110.0 +70.0•110.0 •MO•140.0 •70.0•110.0 -MA•1100 •M..8 4S.0 6lrtlrd Cat. 000.0-006 .76q•110.0 .M.O-140 47&0 414.9 .M.O-140 8I.A dC08w 20.64.23.06 •100.11.0 .Mo-110.0 -SO.1+0.0 .70.0 410.0 •70.0 ASA •70.0-110.0 •10.0.two •70.0 410.0 26 3_375 EPdaw 17.611-70.061 .100•110.0 .4.0-110.0 4100•1104 .70.0 -10.0 3.35 fpld4• 17.07•ra067 •10.0-110.4 .rah-710.0 .10.4•110.0 .104.14.0 •70.0•lite •rao•110.0 . .0•110.0 470.0•106.0 Burr/n•d.w 4AIT•17416 •MO•140 •10.0-1160 me •710 .70.0-140 slrtlMPl dvw 1611-17.616 •10.0-lite •rao-lite -Mo lite .10.0.110.01•10.0•110.0 •70.0•110.4 •10.0•740 -10.0-14.8 slmw 11.717-4.619 •100•110.0 470.0•140.rao•106A .70.0-1010 s14Mr 11.31-1454 1704•110.0 .MO•14.0 •MC•10.0 •M* Jllko •MO 410.4 •70,8•10.0 •10.0-47.0 •10.0.1"1 T.um 2147.31.911 .700 •110.0 .70.0 AGO .MO 40.0 .rao 400 7.141 .2.03-]1.911 •M4 410.0 •70.0 •110-0 •70.0•110.0 •70.0•110 .70-01-1110.01-70.0 41.0 MAI 410 00.0 40.0 p prlrn slu 26617-Mm +7010 •100 .70.0.,its .MO-110.° +Ma 4`00 CWw ffi. 0.01.2/-006 410.0•110.0 •70.9-1100 -700•7700 •760-110.0 .706-lite.10.1•110.0 .70.0-11e •70.0-110.0 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SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Dd1° • �� LYNN 7l�� R"°i°W. tMb: Rovwm: Mi�ni B •PrnQ4N ,..... of/eta a•,.. ......... '•�10EN♦9�' •.')f Rdward 8y: Date. Revision: BY., Q' ' No.68706 NOTES: YT 1 = ® Dosalption: Drown i)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •' t$ DESIGN PRESSURE TABLE J ROSOWSKI OF •�/ 1070 TECHNOLOGY DRIVE TRh: Def 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ' Off`•'••. FLO�O►. �?: N. VENICE, FL 5+275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''�� js•S�QNA1- `�• (911)-480-1800 Sr4e/4odM. oNTHETABLE. A!ITY4gA11LLWPE. SH-5500 NTS 7 OF 13 MD-SH5500-01 P.E.669705 CERT. 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O - 1.331 r- -� 1.340' I•►.. 2.444' 2.4M• 2.4M' �� STANDARD HD MEETING RAIL C12ri 28 MEETING RAIL 27 REINFORCEMENT o Ll� 0�� � REINFORCEMENT �SINF 0 Sw T 1.375' O J�WEISILL 6 FLANGE 1.376• 7O EQUALLED IL0 FRAME SILL t O FRAME SILL L lAw 1.641" 7 -+I 1.215' 1.376' 2.100' 2.176' ,.472' 1.585' 1.890' I I .086' c A06' 1.375' .974' I 61n n n 1 j 80•((����^ 47, �. .34 i .035• ��l_ . .10570'21� .060' .070' .050• 1.000' �- .087 14 IL LIFT RAIL BEVELED BEVELED MIDINGRAIL 18 BASH RAIL 17 COVER 16 SCREW COVER 19 INTERSASH STOP I LIFT LOCK EETO INTERLOCK COVER 21 INT R OCK 22 INTERLOCK COVER hpp;."d 1,tom plyia0"I(h Ph. Florid Dlldll e Zle 1 ReHasd 8y. Daft: �; NOAN .316' �} 3W `"�`���pY LYNN y ��i, Mltml tatrroetaCot 864^ I .175' ._1.. i :��t��a''�,cENsF e�F9�% 1 ..d By. DO.: R.Ntan: lir. 754^ .757 aZ No.50705 _ .035' -�I�- .025' -+{�-� - _ ® Dttodplaa: 72 LAMIIG 81 EXTRUDED ROLLED u a'' a WINDOW EXTRUSIONS J ROSOWSKI C/BEADING J SCREEN FRAME O SCREEN FRAME Dab: o •. S A E F •[V 1070 TECHNOLOGY DRIVE mle. <oa10!..'' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ........ G g� q (941)-480-1800 saga: sn..r. DroMno No. Rar CERT. of Au111. /292e6 SH-5500 NTS 11 OF 13 MD-SH5500-01 PJ?J 65706 TABLE 12: TABLE 12,CONT.: _ BIII of Material SIII of Materiel,cont N Part If Description Material 0 Part# Description Material 1 Single Hung Frame Head&Jambs- rkAuto Lock Mechanism tae 2 620102 Single Hung Frame Head&Jambe-Flange PVC 48 720198&9 Sweep Lock Get enc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720196&6 Auto Lock Cover Assembly Get 1)nc 4 620104 Single Hung Frame Head&Jambe-Equal LeglBox PVC 46 78X118OPTX NB x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cost ane 6 62010e SH/DH Frame SIII-Flange PVC 60 77004PPA N8 x 3/4"PH.PH SDS(Keeper Screw SS 7 620107 SH/DH Frame SIII-Fin PVC 61 420181 UR 18eveled Tilt Latch Comer Key PVC 8 620108ISH/DH Frame SIII-Equal Le Box PVC 62 420182 UR Pull Reil lilt Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 63 7634PHFL 98 x 3/4"Ph.FH SDS(Caner Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 56 420184 Tit Latch Retainer PVC 18 620133 Sash Stop/Screw Coker PVC 56 720207 1"Tit Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 Al 67 420166 Plastic Tilt Latch Finger Pull PVC 20 820144 Pull Reil Interlock Coker PVC 68 1 720192 Metal Tilt Latch Finger Pull Cast enc 21 620157 Beveled Interlock 6005 T6 At 69 420180 Phot Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 23 620150 Light:Sash Relntorcement 6063 T6 At 63 720191 Sash Pull Handle Cost enc 25 820152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cost enc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 At 85 7534FPT p8 x 3/4"Ph.FH SDS(Pull Handle Screw j SS 7 820154 HD Meeting Rall Reinforcement 8005 T5 At e8 420188 Bottom Latch Strike Plate Gat Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 978688 98 x 6/8"Ph.FH SMS Strike Plate Screw SS 31 60300 Weatherstrip, 190"x.300"Foam Bulb Flex PVC 72 1 720135 lLeml LG.Bead PEPDM 32 61719 Weatherstrip,.187"x.220'PolyPile 74 Backbedding,GE 7700 or Dow 791 33 61825 Weatherettl Plug,.220"Flnseal 76 71646N Setting Block(71&'x 1"x 1/8"),55+/-6 dura.35 78X1MTTT Ne x 1"Ph.PH SDS(Interlock Mounting Screw) 78 Quanex SuperSpeeer nXT wllh Hot Mek Butyl 36 78X3THPX M8 x 3"Ph.PH SMS(Meeting Rail Screw) 410SS 77 0uanex Dureseal Spacer 37 71669SP Meeting Rat Screw Support Plate 808;1 T6 AI 78 Cardinal XL E e S acer 38 720210 Weep Hole Cover PVC 80 81012 Extruded Screen Fram•40 720))000( Constant Force Balance 81 81011 Roll-Formad Screen Frame 41 M8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 82 1 7CKGL821 IScreen Comer Key for Extruded Frame X4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X 2 PVC 43 720206 ISpiral Balance Shoe Nylon 84 47041 Screen Comer Key without Pull Ring X 2 PVC 44 1 78X114FPAX 1#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS 86 7CASPM Tension Spring SS 118 81816048 Screen Cloth Fiberglass 87 61635/61814 .140"Screen Spline(Machine/Hand Roiled) Vinyl apprwcd a>complying with M• Florid•It,Jin ode 111111111// D•tc fll SON,.......,4! 7RMad By: inti•: RMNon: i mi Undo Pfod•d 'ehit )il' .it Rsrr••d By: Dots: R6r181on: N0.58705 BILL OF MATERIAL(BOM) J ROSOWSKI ''•.jb<ORIPP,.•''�?; 1070 TECHNOLOGY DRIVE TWO: Dat•' NOTES: %,�SS�DIV to�NG� N. vEwcE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. III I I 111111 Sod"/Modsh Scats: • : Dmwing No. Rsv: 2)ITEMS#9.13,15,24,28,29.34,39,61.62,68-71,73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN MILLER,P.E. CERT. OF AUTH. /29296 SH-5500 NTS 12 OF 13 MD-S H5500-01 P.EA 58706 OPT.SWEEP LOCK O CB 4g OPT.AUTO LOCK 15 47 20 57 OR 58 48 (BOR 52 45 55 OPT.PULL PAL 1 22 82 ORO 19 INTERLOCK 8 OVER 87 35 50 OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR &—1 &COVER FRAME WELDS 49 72 X4 53 --8X4 80 OROR 8 14 > SCREEN �N� .. ... .......... ---------- SCREEN M Ly MBLY 60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS C; < 85 41 CONSTANT FORCE 11 18 n-AgIOR CE ----- 803 -- OR OPT.PULL O 42 43 SPIRAL BALANCE HANDLE 63 57 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS DETAILS EXTERIOR 63 ----------....... ...... _-A rrACH., 4p ed as comploift wuh tj,� ...... 63 !�SA(ANCe v a IP49 0 ------ Del, .......................... NO FRAME 0 4q w( LYNN Rfto~~ Is. Revision: alusaldep .... ASSEMBLY '\ ny, R#Wod Date: Rr.4010m: DETAILS No.56705 EXTERIOR 7 z EXPLODED ASSEMBLY J ROSOWSKI NOTE$: SIATE Or, 11 1070 TECHNOLM DRIVE n1w. '40RIOP' " — 1 "'M. ....... N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 105/16/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2 J-CHANNEL FRAME SHOWN,PARTS 0 1&5.OTHER FRAME TYPES APPLY. (941)-480-1600 SOO* DmWng No, Now. 3))FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. SodoslModol. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.L44k' E\R.P.E. CERT. OF AUTH. #292" SH-5500 NTS jshfl'.� OF 13 MD-SH5500-01 P.E.0 7