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HomeMy WebLinkAboutProduct Approval From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 11 of 48 Flmida Building Code Online Page 1 of 4 SCIS rromF Ion vi use,Reclsvatlun ! Hot TopWs Subrnit Suroherga ! Stars a Fa¢s ; PrMraUpns rac Staff aC 15 Slte Map j Links Search i do" r aa Product Approval , a "'p If iU5E0.:public User NOV Product Approval Menu>ProCuct N AOpliLalion Seertl+I n on Datil •�O• 0 8 2017 Ft N FL242-R21 PER,1An-Tijl1G Application Type Revision St. Lucie County, FL Code Version 2014 Application Status Approved •Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POG and/or the Commission if necessary. Comments Archived t_ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice.FL 34275 (941)466-0100 £xt2231B drug rk @pgti nd ustries.com Authorized Signature Jens Rosowski jrDsowski@pgtindustr*ies.com Technical Representative Jens Rosowski Address/Phone/Emell 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 rosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201.202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Dare Submitted 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval https://florida.building.org/pr/pr app_dtt.aspx?param=wGEVXQ,A4DquUsDrhuM3DGCgL... 8/29/2017 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 13 of 48 Florida Building Code Online Page 3 of 4 Limits of UseCertification Agency Certificate Approved for use In HVHZ:Yes FL242 R 1 - CAC 15-0526.23 M= Approved for uce outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 I Design Pressure:N/A Installation Instructions + Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0528.23 M.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Crested by Independent Third Party: t Information. (2-11te XX only) Evaluation Reports Created by Independent Third Party: 242,8 HR-2710M1(Impact) 2/3 LT HR2710MI PVC HORIZONTAL ROLLER LMI Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes rL242 R21 C CAC 13.1125.03 MI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2020 Design Pressure:N/A Installation Instructions Other.Please see the Miami-Dade County Notice of FL242 R21 II 13-1125.03 Ml.pdf Acceptance(NOA)for product performance Information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. (2-11te XX✓L 3-lite XOX) Evaluation Reports Created by Indepandent Third Party: 142.9 HR-5410(Nan-Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R21 C CAC 16-0714.18.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other,Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.16.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size.and spacing Created by Independent'rhird Party: information. Evaluation Reports Created by Independent Third Party: 242.10 HR-5510(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 16.0714.17.D0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.17.pdf Acceptance (NOA)for product performance information, Verified By:Miami-Dade BCCO-CER anchorage details-and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.11 SGD-770 Window(Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL242 R21 C CAC 16-0629.09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other,Please see the Mlaml-Dade County Notice of FL242 R21 11 16-0629.0g.ndf Acceptance(NOA)for product performance Information, Verified By:Miami-Dade BCCO-CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.12 SGD-2500 Window(Non-impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R21 C CAC 15-D609.09 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 Ii 15-0609.09 WDW.odf Acceptance(NDA)for product performance information. Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.13 SGD-5570 Window(Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use-MHVHZ:Yes FL242 R21 C CAC 16-0505.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/04/2021 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R21 It 16-0505.01_p0f Acceptance(NOA)for product performance information, Verified By: Miami-Dade 8CCO-CER https://floridabuilding,org/pr/pr app_dtl.aspxlparam=wGEVXQwtDquUsDrhuM3DGCgL... 8/29/2017 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 14 of 48 MEED^IVSD NOV 0 8 2017 MIAMI-DADE PERMITTING St.Lucie County, FL hGAMI-DADS COUNTY as PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(780 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovieconowy 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 REP, - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"9]R-5410"PVC Horizontal RoUing Window—N.I. APPROVAL DOCUMENT: Drawing No.MD-B 85410-01 titled"Horizontal Roller-NI",sheets 1 through 15 of 15,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Ahthony 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:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date-or if there has been a revision or change in the materials,use,and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-bade 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#15-0903.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez,P.E. i NOA No.16-0714.18 MfAM4DADe COUNTY Expiration Date: September 24,2020 Approval Date: September Op 201� age I I ; I From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 15 of 48 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previo us NOA No.15-0903-11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller -NI", sheets 1 through 15 of 15, 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 FRC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spaces system,Durasealo spacer system, Super Spacer®INTXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FI'L-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.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5i° Edition(2014),dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Paropm, Product Controla finer NOA No.1 714.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 16 of 48 PICT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j E. MATERIAL CERTIFICATIONS I 1. Notice of Acceptance No. 22-1120.02 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. 2. 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. 3. 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-5th Edition(2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.11) 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.15-0903.11) 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.15-0903.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0903.11,issued to PGT Industries,Inc. for their Series "AR-5410"PVC Horizontal Rolling Window-N.1.,approved on 09/24/15 and expiring on 09/24/20. j h 07 I I 1 s Manuel ere Product Control Ez mi er NOA No.16-0 14.18 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 s DESIGN PRESSURE RATING IMPACT RATNG 2-5 ANCNOR6.SEE VARIES PER REINFDRCEMEN7 NOT RATED FOR CLUSTER DETAILS SHEET 5�_ 12-314'MAX.O.C. r 1-i14' SEE SHEETS LEVEL.SEE SHEETS 6-B IHPACT RE915TAWCE g.MRV(. -� L-.- _ ,i B,SEE J- �� &13 --."SHEET 2-6 NOR= 6EE 1 sNeETA 1 J CLUSTED,SEE R DETAILS SHEETS MSO i8.v4'MAX.O.C- _ T B'MAX. -+-I I - B.SEE SHEET 3 A.SEE --.11 MAX. ' _-_.--_- C,SEE _ - 'MEET3�_ .� S MEET 4 10'P'M)1: � ,n C SHEIT� ___.-___- O SPACED / MAX O.C. 72- RUX E CK SPACED _T BUCK MAX. SUCK EQUALLY / / / S. IrD L ANCHORS PERSPACED TABLES 131v j/ f HE GHT / / HEIGHT ANCHOPS PER MAX. / SEE / / TABLES 1i1v / / / HEI SHEETS / 0.13 15.OT O X O X X O X 6'MAX e'MAX. 0 O BEE SILL SEE SILL _ v WEEPIpLE� WEFPHOLE I SEE SIL 4'O.C. 3'MAK 4'O.C. 3'MAX. 1 OETAAs, DE7NL3, I WEEPHOLE 4.O.C.BETWEEN ? SHEET] BETWEEN +- SNEET4 BETNEEN O DETAILS. WEEPHDLES 3'MAX. ON EPHOIES ±_rl. PROLES SHEE73 140'MAX,BUCK WIDTH 76'MAX.SUCK WIDTH 75'MAX.91JCK WIDTH — w 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 E NAIL-FIN STANDARDS USED: (D GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER .2014 FLORIDA BUILDING CODE(FOC).5TH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SUTLDIMG CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONEVH (HZ]_ •ASTM E1300-09 Z 2)SHUTTERS ARE REQUIRED WHEN USED IN WINO-BORYE DEBRIS REGIONS. •ANSUAFSPA ND-12012 FOR WOOD CONSTRUCTION 0 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAPAICADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CBO -ALUMINUM DESIGN MANUAL,ADM-2010 G CONCRETE MASONRY UMTS AND CONCRETE WITH MIN KSI PER ANCHOR TYPE. 'A1SE9100-07/92-2010 4)ALL WOOD BUCKS LESS THAN i-Il7 THICK ARE TO BE CONSIDERED 1X I NSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 70 SUBSTRATE.WOOD BUCKS - DEPICTED AS ZX ARE 1-1R'THfCK OR GREATER:1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCH-TECT OF RECORD,(AOR). GENERAL NOTES......__..___._.1 O 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS..-... 1 OO SHOULD BE SEALED.OVERALL SFALINGIFLAS14 NO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, FRAME,GLASS 6 ANCHOR 6)114'MAIL 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 w 7)DESIGN PRESSURES: INSTALLATION,FLANGE 6 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LE"OX-_............3 y1 B.PC DESIGN LOADS BASSO ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS-ER ASIA E7300. INS7ALlAT10N,INTEGRAL RN Cl 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-iM%STRESS INCREASE HAS NOT BEEN USED IN d.1-CHANNEL....._...._.._..., 4 THE DESIGN 0'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 N SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES_.......--..._.. 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..._...__._0.13 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELGO AGGRE-GATOR NOA:ROYAL WINDOWAND DOOR PROFILES,LTD WHITE B BRONZE.KGHTER SHADES OF CAP EXTRUSION PROFILES B BOM....14 V COATED PVC EXTRUSION MONS:NATIONAL DESIGN SPEOMCATION FOR WOOD CONSTRUCTION.ANSUAFSPA NDS 6 ALUMINUM DESIGN MANUAL ASSEMBLY._................... 15 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT RC•V ISED USER INSTRUCTIONS: ­mmdri.e WIN Ow FIfd. u Bnil4ieg CoAe 14.n1$� � 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. A•y� Ob(c E *r lm OMv :yO IU 7)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION OX,XO.XOX),SIZE,GLAZING OPTION FROM TABLE i AND .'V./1GTI d;�•;•�'. ( ( ) .H1. ........,•,_-.'.. A)ADMSPAQER9 REINFORCEMENT LEVEL DETERMINE YOUR WINDOW S DEMON PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING __y .JR 05/05/16 TO SHEET 5. BY !D TABLES 8-12(SHEETS 68).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING M1.O1 f�lydeR RM••d BF OMS: Rwbf OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. F_' - 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDfNG TO THE INSTALLATION 9yq.!•`!A - V CONDITIONS. _ _ 4)DETERMINE THE ANCNOR QUAPMTY FROM TABLES 13-19(SHEETS 9.13),VERIFY THE ANCFIOILSUBSTRATE WILL MEET /J- t, r6 y GENERAL NOTES SI ELEVATION ROSOWSKI 1 REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS (/l%LJ}{,yy1If GENERAL SHEET_SET ARE MET. .;f ^ A 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEO INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJCHANNEL INSTALLATION. •/,'',1,'•, 1070 TECHNOLOGY DRIVE Trus: Oofc O] '.'°`'�-';,' '•_:' N.VENICE, FL 34275 HORIZONTAL ROLLER-NI 05/15/15 VSE TABLE 4 ON SHEET 2 70 FIND THE APPROPRIATE DETAILS. N. P.O. BOX 1528 ArNyMadsG Sse14: DrvMnp Ne. Rer. J, ,,�I11 NOKOMIS.FL 34271 NOTE:DESIGN PRESSURE RATING DETERMINATION IB THE SAME PROCESS FOR ALL FRAME TYPES(JCHANFlEL FLANGE, ti�JNRI MXLER,P.E INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2. P E,Ife7r>6 CERT.OF RUTH./29298 HR-5410 NTS 1 OF 15 MD-HR5410-01 A CABLE 1:ALLOWABLE OIASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE class Description p (ustod from ixterlor to Iola rler) Frame Glass Inafa)Iavoe TYPe TyOptionsOptionsSubstrate Option Detail Sheet (YA39 TYPES 1 6 3 MAY Conoteona 1 3/4"1.0.:1/S'A Exdrbr +1/2"Airspace a IM'A Exterior Cap QBE USED IN THE (.ee Fly Fl9 B) (we Table 1) 2 314"I.C.:1!B'T Exterior Cap+1Q•Air Space+118"T Exterior Cap a HVHI ABOVE 30•. Through the ....Ido 2X Wood Frsmd&«;Utrp-sheat 4,coon B 3 314"I.O.:3/1S"A Exterior Cap+3/a'Air Space+3/15"A Exterior C .LCltemei 1 4 tntsgr l/n.--... „-.kte Halal-oheet 4,oplNrn 6 4 374"I.O.:3/18'T ExNrbr Cap+3/8'AM Span t 3116"T Exleder G fqI) Ybmgh the Tema....Info 21st Wood FremwBuckslrip-sheet 4,opilon 8 T SEE SHEET a,TABLE 5 FOR GLN(VDFMGN PRESSUWA14CHORAGE INDEX. either widow......,,,,Info Mete[-shost 4, n 7 � NJ ....Info 2X Wood FramWO-kehip-~3,oolion 1 0 Flnnoe Tlnmgh tet frame....Ido ' reM/CMU-shoot 3,option 2 (a2) orlhsvv Wow......-..Ilxagh iXBuoksl Mo CencnelefCAel-she13, ion 3 ....Iola Metal-wheel 3,a01-4 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Th—gh the _.-.Ido 2X Wood Fro nelOwkstrip-sheet 4,option 5 Min.Edge Min. L-Arw Group Anchor SuhMrote 4.option 8 Distance EmbedrnenC lIM)Fir, 1 4 1rgum In. into Mow- et Tkagh the lama..-Into No 2X WWoad Fiemo2uokselp-alleet{,ep8on 6 810 SMS m Prne(GG-0.55) / 1 B of the WrWow...... ,,,,Ido Meld-sheet 4, ion 7 F SteeF,A3E 318" 0.050" ....IrAe 7X Wood FrrMlBt+ekM -e1teN 3,o Lon 1 (sloe/,10-5 S.S. -MIN.OF 3 THREADS Box r Steel Stud,ASS3 Or.33• 316" 0.0451'(16 Ga-) BEYOND THE METAL Through the frame ....Ido CpmrwalCMU-sheat 3, 2 or 410 S.S.) Eeuol4Ap 1-4 O A Altantrllm,8083-75• 3/e" 0.050• SUBSTRATE.FOR �) erfhe.+tnuow...... .._B.agh IX S-Preldi,Wo coMRWDMU-sheet 3 0 3 � STEEL STUDS, P.T.Southern Phe(SG=0.55) 711E 1-3118' ....Ido Metal-show 3,option 4 3116"steal UBn 2 recon Concrete(min. keg 1" 16" MIN.FUNS KSI a ( h 1-3MIN.Fy-33 KSI. Utplolrted CMU, ASTM GDO 2-1/2" 1-1/4" P.T.SouthernStec Phe(SG=0.65) 9/18' 1-3/B' 'UNGROUTED l:Ml7 812 9M3 VALUES MAYBE Sled,A38' 318" 0.050' USED FOR GROUTED lD 0 lot".r4 0 S.S.S. FIGURE S:FRAME TYPES a 41D S.S.) Sled Stud,A653 Gr.33' 318" 0.0461"(18 Oa.) CMU APPLICATION$, lD Atuninum,806345' 3!e" 0.063" 111•sled C-UMacon Concrete(mfr.2S5 1/ 1-314• C llrtprarind CMU,(ASTM C-90) 2-7l2" 1-114' 2 4 114"steel Creleerxx Concrete(min.3.35 ksr) 1. 1,V4* INSTALLATION NOTES,SEE SHEETS 3 d 4 FOR ILLUSTRATIONS: Z 114'elect Uilracon Concrete(min,2B5 ksl) 2-112" 1-3!{• 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON BOX OR 114"steal URracon P-T.Southern Pine(SO-0.55) 1' I-we" TABLES 2 5 3.THIS S4EET.FOLLOW EMBEDMENT AND EDGE FLANGE EOUAL- 1/4"steal GYeletex Concrete(min.3.35 kat) 2-1/7 1J/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHONM MAY BE LEO ted CMU, TM USED ON ANY SIDE OF THE WINDOW- 0 1/4'steel Gddex Unprou (AS C� 2-112" 1-1/4" O P.T.Southern Pine(SOsO. 1" I-wr 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 00 114'steel Apere-Gator Conerele(min.3-275 ks) 1-Err 1-315" 2,THIS SVEET.ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO .. BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE W 114"steel Aggre-Gator P.T.Southam Pine SG=0.5 1" - OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD O Grouted CMU,(ASTM C-90) r r BUCKS DEPICTED AS 2X ARE 1-1/2'THIrK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 3 to C1 -f7" TRANSFER LOADS TO THE STRUCRESPONSIBILITY IME.WOOD NC31N ER IGNOR AND J-CHANNEL INTEGRAL INSTALLATION IS THE R£SPONSIBILIT'OF THE ENGINEER OR ARCHITECT OF RECORD. FIN NO 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS V DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING,TAB 3•ALLOWABLE ANCHORS THR THE)NTE RN PRODUCT REVISED 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS a Group Anchor r . Mln,Edge Min. a a7odmPinNpelny�Cl400aFaati�i[dr On Flud4& __0 R. .w., De.:Hubatrate Dlohmee Embedment! E 2-1/rx.13•CmmolNan P7SOtthemPine(SG�.5S) 3rr 27/1x —f R ed,w: n 3.re y0 Ln 2-Vr Rlnp4hsnk RooUtp Neel P.T.Southern Pine(SG-0.5M 3!8' 2-7/lir - i•m,1 lrwddcr P.T.Southern Pine(SO-O.SS) 117 13/8' R-ft d Or, Od.: Rselrkn: 810 Trutshaad SMS (Heel,iS Alumllnun, 83-T6' 3!B• 0.050' °o or 410 3.S.).S.) d 803!8' StSteal,Gr.33• 0.0451'(16 Oe.) - •: ,' "� B o.esrrpuer. O F Steel,A35' 318" 0.050" MIN.DF3 , GLASSIANCHORS/FRAME OPTIONS JROSOWSKI -h THREADS BEYOND (� fir'( IC.� r,._ P.T.SoWhom PIM(9G�.66) B11B' 1.31/8' THE METAL E'.}` =1 107D TECHNOLOGY DRIVE nlre+ Doter A 812 SMS AMnifWm t1b83-T5' 3/ 0.083' SUBSTRATE.FOR ^1 N.VENICE Ft 34275 °o (slwei,,B8 S.S. Steal Slud,( 33• are 0 v" STEEL STUDS, `"',• P.O. BOX 1529 HORIZONTAL ROLLER-NI 05/15/15 m 410 S.S.) MIN.Fu=45 KSI a �.. ....'.;, ' -•'z. NOKOMIS, f1 34274 Sellae ak ?safe: • Uterrg Ne. Iter. sleet,Aar Wit" 0.066' MIN.Py-33 KSI. A L•YNM MILLEa,PE. DEW.of AUIH. 11921e HR-5410 NTS 2 OF 15 MD-HR5410-01 A P.EJ Se)t>s INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 21 R 22 c 23 ANCHORED THROUGH FRAME AND IX TVP.D14ENT TYPE, INSTALLATION SUCKSTRIP WTO CONCRETE/CMU. INSTALLATION EMBEDMENT AMC EDGE OPTION 4 SEE OVSTALLATION NOTES SHEET 2 EE SHEETS B-) SEE NOTE 2,SHEET 2. DISTANCE PER SUBSTRATE. TYPICAL FOR ALL OPTION 1 ANCHORED n1R000H SEE TABLE 2,SHEET 2. 'XO'OR"OX'SASH 1/i•MAX SHIM ANCHORED THROUGH EDGE DISTANCE FRAME M?0 METAL FRAME INTO 2X WOOD EMBEDMENT FRAME OR BVCKSTRIP. -»� 1H•MAX.SHIM 18 i6 30 16 28 -�- SEE NOTE 2,SHEET 2. I EMBEDMENT All13 20 OPERABLE 43 EDGE � FLANGE 010 OR#12 STEEL SASH DISTANCE FRAME i i SMS(GS).SEE 37-39 --( SH ONM O __LLL__1LL TABLE 2.SHEET 2. i (D 2 28 TYP,ANCHOR 116, T -I1/4"MAX SHIM FIXED 41 �, LJ O13MSEOMENT AND LITEUTE EDGE DISTANCE PER vi LIGHT WIDTH SUBSTRATE,SEE r ` r 73 TABLE 2.SHEET 2. o JI BS 87 ? •• .i O DAC E APPROVED MULLION.MPLIANT0 VISIBLE V 29 ALUMINUM/STEELQFRAM 0 FLANGE LIGHT WIDTH Imo- 42 EXTERIOR Gni OR STEEL STUD.MAYBE FRAME 73 24 R 25 26 14 V 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL. SHOWN 'AN OF UGHf FIXED SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8-8)TVPICAR ALl FAME (1)31R'FROM EACIiWSASH�1 W HEI LITE TABLE 2,SHEET 2 "XO.OR"OX'FNED MEETING RML sHOWN 43 () J0 ffLICK WIDTH CORNER ANO(1)LS CENTER OF ur HORIZONTAL SECTION A-A(OX) sASH srnEsnTarLs � BUCK 29 3D 16 t9 16 22 ORO HEK#Tf 28 FOR ALL SASHETS EXTEPoOR OPERABLE TO OPERABLE 43 o SASH o SASH o� VISIBLE 0 37J9 _ Q O 21 RI221OR@ UGHT OPERABLE (� .I IEE 'J22 TS 6-B HEIGHT SASH 0 I - ; O 00 TYPICAL FORI 41 I I J. LL O ASASH O i6 I VISIBLE I TE o I VISIBLE I W 46 47 LIGHT Alm II _fir ----��Y1 LIGHT WIDTH 61 2FLANGE ff---- w 43 ----� -� 1. B O �- FRAME r o 0 WEEP OPT, 29 15 SHOWN 87 66 C_JL, IL_ Gl NOTCHES 80 C=0 42 3/4•X1/4• VISIB 1.174•X 114 2 LE EXTERIOR fV 34 25 OR 26 LIGHT WIDTH 73 I O 14 L (SEE SHEETS 8-0)TYPICAL FOR ALL 4 H 4 -XOX"FIXED MEETING RAIL BUCK WIDTH V 7/4•MAX EQUAL-LEG PROOUCTRJIVISED rf -SHIM HORIZONTAL SECTION E-E(XOX) FRAME .--pp•i.gritbcj:FTori& — INSTALLATION AS PER SECTION A-A ABOVE -7- EQUAL LEA SHOWN A.-PL 1.1 l! T FRAME SHOWN „1" R.•p.d A°cePlmrceFb 16"D 14•I$ ^ By. V.I.: R.Nal.n: L'•plr.[ Enc �� INSTALLATION .. EMBEDMENT By XD OPTO2 _ , ?ISMW Rfa ANCHORED THROUGH FRAME OIREOTLY INTO CONCRETE/CMU. '...• EDGE _ • D apli— Ormrn O DISTANCE VISIBLE LIGHT FORMULAS G{, ffil :t'T FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI -h TYP.ANCHOR TYPE, - u EMBEDMENTAND EDGE J VERTICAL (EQUAL-LITE•XO&OX) j • .;;i .-' '.l. 1070 TECHNOLOGY DRIVE R04: Doe.: Oo DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2.4-1/r '1••• �L,_k�:�''.. ':•: N.VENICE. FL 34275 HORIZONTAL ROLLER-NI 05/15/15 SEE TABLE 2.SHEET 2. SECTION B-B HEIGHT:BUCK HE112HT-7-114' " P.O.BOX 1529 NOKOMIS, FL 34274 A/t'T'NMMALE P.G. Soo/ SMeI: P.F„56Tas CERT, OF Aur11. 129296 HR-5410 NTS 3 OF,15 MD-HR541O-01 R•A INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 fNSTALLATION ANCHORED THROUGH FRAME INTO ZX OPTION 7T1 22 R 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 21 ( EE SHEETS ) NOTE 2 SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL FJNBEDMENT INTEGRAL FIN INTO 2X F_ EMBEDMENT1 FIN/FLANGE REMOVED) •XO'OR'OX"SASH WOOD FRAME OR BUCK- _1 16 29 STRIP.SEE NOTE 2, — EDGE –+( (+– 114•MAX.SHIM IB 16 30 SHEET 3. DISTANCE 1 1 13 EDGE ZO 40 OPERABLE 4 28 DISTANCE J-GH/U•7VEL MO OR X12 STEEL SASH 37.3D FRAME SHOWN I SMS( SEE i TABLE 2,SHEET 2. � 28 TTP.ANCHOR TYPE, 1EMBEDMENT AND 1N'MAX SHIM FIXED 41 Q •,' LITE VISIBLE I EDGE DISTANCE PER �TYP.ANCHOR TYPE. FIN AND/OR o- •J- SUBSTRATE,SEE T� EMBEDMENT AND EDGE FIANOE MAY BE LIpHT WIDTH TABLE 2,SHEET 2. DISTANCE PER SUBSTRATE REMOVED IN-FlECD (SCREW SHOWN) I--' 73 SEE TABLE 3,SHEET 2. o n I� 85 B7 FIN FRAME 14 DADS APPROVED MULLION. VISIBLE SHAWN 29 FSC COM 73 LIGHT VADTM 1442 (°$ D ALUMINU WSTEEL FRAMING fI'1' 3 a) OR STEEL STUD.MAY BE �24 OR 25 OR 26 V n' VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 8.8)TYPICAL FOR LIFT LITE SEE SUBSTRATE PROPERTES. 'XO'OR'OX"FO(ED MEETING RAIL LM HEIGHT TABLES 2 6 3,SHEET 2. BUCK WIDTH INSTALLATION HORIZONTAL SECTION C-C(OX) 71 O 23 OPTION a (SEE SHEETS 82) ANCHORED THROUGH 30 Is 19 AL 16 TYPICAL FOR FIN INTO FLANGE MAY BE EMOVED (D � ALL'XO)' ( ) SUCK EKTERIOR 7— OPERABLE 40 20 OPERABLE 43 off HEIGHT (e-1 1 � _ o � 910 OR 012 STEEL /err'' %"IDLE 0 r-;)� 37.39 ; " SMS(GS).SEE 21 817210 23 LI HT OPS LE O 1�I ' I L TABLE 2,SHIN 2. < ksm (SEES ETS S-8) 2800 1 ----) 41 FU(ED �J TYPICAL FOR - ALL SASH ]__ 16NSIOLE I e LITEo t VISIBO LE I –�1 LIGHT WIDTH II�� - LIGHT WIDTH 03 4s 47 43 � 6 –1�-- .. OPT. W 80 81 FIN I`' o o it o FRAME NOTCHES 29 I , 29 SHOWN 87 --�f C7 `�L 42 o cal 314•X 114• ,_,� ASIBLE Imo- \ EXTERIOR 25 26 73 14 {T J-0HANNEL N 1.114•X 1N" 1 3 LIGFHT WIDTH le V� (SEE SHEETS 8-0)TYPI FOR L 1 FRAME HO-+ -XOX'FD(ED MEETING RAIL SHOWN 'I 33 r BUCK WIDTH PRODUCT REYI36D RZ 3 F"-MAX HORIZONTAL SECTION F-F(XOX) . +�roI1(aewilheMF4xiJ. LAp SHIM INSTALLATION AS PER SECTION 0-0 ABOVEFIN FRAME T 1,1(,q))ATMIlI-SP,"OrIIlTEI1LOCK { 11/2•FROM EACH SASH Auep„enm No - 4. SHOWN Sl CORNER AND(1)AT CENTER OF ,rr. Rated By: Over. RMW– : 1• IOII Dae SASH STILESIRAILS ,`�•' ;;(ll:l 4:;)J�.•..r, s.; ca TVP.ANCHOR TYPE. r'L` .....-.... hU EMBEDMENT AND d ):-'.,�.r'.:tl,^>�_ R.•be/By DO.: N EO GE DISTANCE PER EOGE DISTANCE _ SUBSTRATE,SEE SEE _� "✓:':"°• _ O TABLE 3,SHEET2. '.�.. . –•-•I EMBEOMENr – __ VISIBLE LIGHT FORMULAS � � If, : .;,,- B J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 6 VERTICAL (EQUAL-LITE,XO E OX) 6 `-4.r'~ I.: a ANCHORED THROUGH INTEGRAL FIN SECTION D-D `• A'• i,;• 1070 TEpMOLobI'DRIVE vu.- WIDTH 12-4.114• :!`?,�..•>:L..,?.�:::,_:;-�;.= H-`rtNIDE,FL 34275 HORIZONTAL ROLLER-NI 05/15/15 00 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114• : '•"•• P.O. BOX 1529 STRIP.SEE NOTE 2,SHEET 2. '••���;••''.'...{}'•}..••;.`� NOKOMIS; FL 34274 Srf.a/NoOa Je.N: 4.r DYev4,y N.. R.r. �4�.�EYNNF4LLE1t,P.E. CERT of Aunt /29298 HR-5410 NTS 4 OF 15 MD-HR6410-01 A REA Sa705 SILICONE S7RUCNRAL POLYISOHUTYI.EN 110"NOM. WAH DESICCANT Exr GLAss O KODISPACE 4SG TPS 'I 3M,Now —"{ 34"NOW TI I f 12 'NOM.GLASS 16-79 617E TYP. INT GLASS 7I8'A GLASS 1/8"T GLASS 73 74 ry 1/2"AIR SPACE 1/2"AIR SPACE EXTERIOR A' 118"A GLASS 1/8'T GLASS a ALUMINUM m 77 TT REINFORCEMENT G]EXTERIOR a EXTERIOR 29 76 51`16"NOM. 6UM 8 ire Ts79 29A DESICCANT O FOAM EXT.GLASS 1)DURASEAL® 33 v SPACER GLASS TYPE 1 GLASS TYPE 2 cam, ED • w INT.GLASS - TYP.GLAZING DETAIL HOTilELT BUTYLS STRUCTURAL N SILICONE3k•NON. �-•.— —+-I 3/d'NOM. FOAM I•+— L` FOAMAM 3/16'NOM. WITH Z DESICCANT 3/18"A GLASS 3/1B'T GLASS SUPER EXT.GLASS SPACER®NXTTN 3/8"AIR SPACE 3/B"AIR SPACE 00 3/18"A GLASS 3/18"_T OLASS O a]EXTERIOR <0 EXTERIOR OJ INT.GLASS •• W 7a-79 10-79 V1 POLV150. DESICCANT FILL AREA G1 6UTVlENE SETA $coNE sEn< GLASS TYPE 3 GLASS TYPE 4 ROLL-FORMEO - V STAINLESS STEEL XL EDGE T" 7g GLAZING NOTES: FRODUCTRE`y(SED V) EXT.G[ASS OSPACER "A'.ANNEALED m—plyiog wlU Ru tl it --I T.TEMPERED �•�Idieg Cndc / p Ac ►Lasa No/�O-a ,•,1 ., .• Re.r,"e 9y. net.: rt.w.r.e: .� D.le 2o?.D su 4 JR z., 05/05/16 AI ADDED SPACERS, L4 rb IIdT.GLASS ` I - ,/ ' ReN"ed By. Date: MOVED CLSTR,DETAILS. b$Nni)v1e Pr III N _ RMMsn: Part x Da9DrlpHon Material 76 KommeAing 4SG TPS Spacer System `' • 77 quanez Super Spacer nXT with Hot Melt Butyl See this Qj� �b;;j_= GLAZING DETAILS J ROSOWSKI Sheet for ," 1070 TECHNOLOGYRNRA: OE T00 78 quaneX Duraseal Spa '+ °L N' �E IL 34275 HORIZONTAL ROLLER WINDOW-NI 05/15/15 79 Cardinal)Q-Edge Spacer '� /t P.O. BOX 1529OICOMIS.NFL 34271 s w NeAaI; swb: tAaaa p Ne. Rrr R s RE RTs:FTt•a7 7,6t16a ae7o t•LTry f att P.E SRT �2929e HR 5410 NT5 5fOF 15 MD-HR5410-01 A V. 464705 TABLE s: TABLES: _ TABLET:Index to All Design Pressure and Meteor Ovanllty Tables Glass 1-4 Te Design Pressure(IbsM)forXO or OX Windows Glass Design Pressure(10sfR2)for XO or OX Windows Mu. Mm Orn I%K N."Pn..un An hl OwrelT RNrN,L-I Whd_Buek s MRsh+L L..I Wl',dw Suck Hsimht - 1111th 51.8114 Typo laW R7 30' 36• 4A 54' RZ 30' 3B' 49p 1 54' Tits/ Pep It T9bY 9 P4 N R25-lrT +85.0 -100,0 +es.0 -100.0 +e5D -100.0 +65.0 -100.0 26-1/7 .0.5.0 •130.0 +65.0 •130.0 +66.0 -130.0 .66,0 -130.0 5e 1 t3 p +95.0 -10D.D 446.0 -100.0 +860 -100.0 445.0 -100.0 284 +65,0 -130.0 4440 -130.0 446.0 -1340 +55.0 -1300T 4 9 •96.0 -100.0 •950 .100.0 +650 W.2 .86.0 -01,e ; 3A •sSA -130.0 +BS.D -130.0 +85.0 418.5 446.0 •109.5)4 3 10 7 1 0 +66.0 -100.0 .55-0 •100.0 HIMD -019 .85.0 a2.4 4T +85.0 -130.) .95.0 -730.0 N6.0 -01.7 445.0 -02A I O s e 13 eOk TS I.4 2 8 4 9 +aS.o -100.0 +55.0 -100.0 .840 -Ms +85.0 -05.5 /e• +85.0 -130.0 +840 -128.4 NS.O -05.• +83.0 -72.93 1 5 &S.O -100.0 .SSa -100.0 +850 -0e.5 +66.5 de.5 ' +SSA .130.0 +95.0 -114.8 +66.0 -63.5 .55.0 -7it s • 1 +640 -100.0 .85.0 41.9 +80.3 -00.3 +50.0 _60.0 7A •B5.o -100.5 +HsS 4N.9 +65.0 -72.9 •55.0' -06.T AI 170' 40' 1 3 s 7 1T 11 SEE TABLE 14 FOR ANCHORAGE t6 f2 SEE TABLE/3 FOR ANCHORAGE •+79:/-7C FOR GLASS TYPES Z•! � 4 2 5 18 13 F HEADER HEADER A O V --+-i � 4'MAX D.C. A SECTION DETAIL SECTION DETAIL c' FOR WINDOWS WITH 0 21 FOR WINDOWS WITH 21 7�TZ5-ANCHORLEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT(REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASHUSTER DETAIL IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 7 FRAME TYPES 6 FRAME TYPES 6 l CONFIGURATIONS) CONFIGURATIONS) - S 21 21 ID { L` I 4•MAX O.G. ---e-I I+--• Z i < aSRL F SILL j/ 00 4-ANCHOR I o CLUSTER DETAIL SASH WIDTH SASH WIDTH I W I o m � 4'MAX.O.C. -�-1 �-+-- MEETING RAIL MEETING RAIL G> 24 25 N O 21 21 21 21 ~ /// 3-ANCHOR JAMB JAMB mTemR PRODUCTRFVISED .$ LUSLOW TER DETAIL V mra y 1,5,e d+Ftwtda n.9dtnpcoa. G-O .lB9D NOTES: II RMNar. Acap1!eda V 1)USE THESE TABLES FOR ALL WINDOWS Ned INSTALLED THROUGH THE FRAME OR r TEGRAL FIN. JR 05/05/16 oma°s D CLUSTER ,jy cG e-MAX'04. 2 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK Ml>:a+l RtMtlrt 1'MIN.O.C. ) R.rr..d/Y• O.t� R.+tfe0: HEIGHT(SEE SHEETS 3-I).SASH SIZE IS AS PER THE - N FIGURE. _ N 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT O � .r 0 AVAILABLE WIDTH OR HEIGHT DIMENSION SHONM `` �,4 ON THE TABLE. 1p I 1• � '-- _h DESIGN PRESSURE TABLES J ROSOWSKI [7t NCHOR 4)'t/4-1/2-t/4'AND'V3-111.13-INDICATE THAT � 'STER DETAIL WTTHM THE SASH WIDTH RANGE IN THE ADJACENT ,-K)SE STANDARD SASH CONFIGURATIONS FALL , 1 H.�070 � FL 3427HORIZONTAL ROLLER-NI 05115/15 COLUMN.'CUSTOW INDICATES THAT NO '•"- P.O. BDX 1629 NOKOl11S,FL 14274 kye�y� 3y�q; STANDARD SASH CONFIGURATIONS FALL WITHIN k OMD M.. R9r. THE RANGE A.LV'Nr)1,iILi6R.P.E � _ P.P�rseras coa_of Avn4. p2929e HR-5410 NTS 6 OF 15 MD-HR5410-01 A TABLE B: �•,TYw TABLE f0: 1 S..h ea.k Design Pressure(Ibs/R)for XOX Wmdow9 Of...rrw. Ge4w'.11.n Width 1.4 DeslgR Pressure(Ibs/fe)for XO or OX VOindows R.hd-Lad R.roe 0n) WIndos Buck H M 'a 30' Sr ' 4- 83, Relnt.Local Wlne9W 4 hNIpM R3 00- 36' 4C 1• 6r 36-1/r K-K-K 11.391-11.301 +610 -IOD.D 1+03.0 1-100.0 +m.0 -two •650 1-10o.0 -85.0 43.0 23-fIr -66.0 1.100.0 •03.0 1-100.0 +65.0 -100.0 195.0 -100.0 .83.0 •100.0 12.305-12308 7510 400.0 +65.0 1-1310 +6.5.0 -100.0 .35.0 1 AMA .06A -100.0 9 25' +95.0 -100.0 +86.0 -100.0 105.o •100.0 +55.0 -100.0 +66.0 -100.0 11.991-13.397 +56.0 -100.0 •35.0 -100.0 465.0 49.0 +65.0 -77.0 +65.0 -01.9 T 46118' K-K-K 3e' +e9.0 .100.0 .�.o -100.0 .ss.D -100.0 rob. -100.0 .66.0 410.4 0 A-646 113.393-14.093 +66.0 400.0 +85.0 •100.0 +85.0 -100.0 -Sao -100.0 •65.0 46.5 4r +83.0 -100.0 +66.0 -100.0 -S&O 41.7 -910 92.1 +65.0 94.1 47914• g_yj-K 11.391-12297 .65.0 -100.0,+85.0 -too..0 400.0 45. +65.0 -722 +09.6 39.6 4r .05.0 -100.0 •65.0 -100.0 +Bao aS.9 +810 -77-0 .30.9 40.0 K- -. 12-2W-19556 -65.0 -100.0 4�.0 •roD.O -85.0 473 -85.0 94.9 +85.0 33.9 1. .640 -1090 .13.0 -100.0 .85.0 93.5 +Sao 90.9 +55.7 -96A ry catom 11.391-12.019 +65.0 400.0 +93.0 -100.D -55.0 44.4 -65.0 -71.3 +56.3 -69.3 TV 466.0 •100.0 .5.5.0 -729 +625 47-9 .30.0 52-118• )1 K•K 12.017-13.307 +65.0 -100.0 +05.0 -11110 .85.0 49.0 •65.0 -71.6 •58.1 -ea 1 SEE TABLE•%FOR ANCHORAGE -X-K 13.996-17.016 +85.0 -100.0 +53.0 -100.0 •06.0 414 -05.0 -77-0 +915.7 456.7 7C g161wn �1.lII-t&W +e3.0 -100.0 .".0 45.9 +66.0 -73.9 +96.0 96.6 +55.9 45.9 1 6? YY-)( 133"-15.360 +85.0 -100.0 .95.0 -100.0 •65.0 40.6 +95.0 -70.7 •87.6 d7.6 F- HEADER KKK 13.361-19.041 +65.0 -100.0 -03.0 -100.0 +85.0 404.0 +05.0 •71.6 •A.3 96.3 A �• Y, )4 17.141-10.110 •05.0 -100.0 +36.0 40.3 •04.0 48.0 +$IA •61.4 +62.3 44.5 I O •24.641 +06.0 -100.0 -010 48.1 +65.0 -74.5 +95.0 47.2 +65.1 -541 X-K K 27.6{1-]2516 +05.0 -100.0 +610 401 +05,0 38.5 461.4 -61.4 .62.3 426 a I A G plNan 92617-]0.941 ,95.0 -100.0 .e5.0 Ota +65.0 -70.6 •93.0 33.0 .411.7 SECTION DETAIL 497 � 12V )(_)(_)( -39.641 +sac 1-100.0 .65.0 99.3 +55.0 O&a +01.4 41.4 +60.0 Sao FOR WINDOWS WITH 2z i MIN.SASH SIZE-WMDOW WIDTH 40.72 SEE TABLE 17 FOR ANCHORAGE LEVEL R3 REINFORCEMENT 2 IREINFORCEME14TS SH ONM SASH VJ TABLES, IN FIWRES APPLY TO AI.L HEIGHT Ur 0yj j type FRAME TYPES 8 2-4 3W1 S..k Deslan Pressure(Ib*V)for XOX Windows CONFIGURATIONS) 22 fD s,e R.K ll C-firA won .NtdM Rrq.6R) VVIodw 0u.k H.IpM � R9 30' 3r 1 N' w I8r Z 36111' K-X-K 11.301-11.301 +06.0 •100.0 +e40 •100.0 14e5.0 -100.0 +650 400.0 x55.0 -100.0 0 317 K-K-K 12300-12309 •65.0 -100.0 +010 -IM.0 +36.0 -100.0 -aa.0 -100. +65.0 -100.0 K-K-K 11.301-13.397 -e&D •100.0 +65.0 400.0 +05.0 •100.0 +85.0 400.0 +35.0 •97.9 SILL 19.393-14,003 •63.0 -100.0 +ss.o 990.0 +ss,o -to49 +66.0 990.0 -650 -100.0 °J carr YY_)( 11.391-12.297 +G&D -100.0 466.0 -100.0 +3 -10 5.0 0.0 .65.0 •100.0 .66.0 -95.2 OoO K•K-X 11208-15.558 +83.0 -1040 +66.9 -100.0 +39.0 •100.0 +840 -1100.9 .640 412 .• CO.I.m 11.381.12.019 +05.0 -t00,D +640 -100.0 +95.0 -100.0 .65.0 -100.0 -65. 3.8! SAS*VIIOTH I ON 62-1/6" )(j-}(-�j 12.017-13.397, .05.0 -100,0 •65.0 -100.0 +05.0 -100.0 .55.0 400. .840 47.5 K• -K 1&395-17.016 .65.0 4010 +66.0 .100.0 +00.0 •100.0 +65.0 •100.0 -48.0 44.9 G RAIL CWI- 11.301-13.397 465.0 -100.0 +09.0 -100.0 .65.0 -too.0 .00.0 44.0 .66.0 -77.0 13.399-15.]60 .Iso -100.0 -88.0 -10o.0 -6.0 -100.0 465.0 454.9 +Dao -77.7 NOK-K-K9.961 19.641 +35.0 -100.0 .65.0 -100.0 .86.0 -100.0 +65.0 921 -140 -75.7 22 F--'Cut.m 11.391-13.391 +05.0 -100.0 .85.0 -100.0 .65.0 44.4 +85.0 96.6 -46.0 451.7 JAMB m7T K•yi-)( 1].793-19.110 .66.0 .000.0 486.0 -100.0 +e3.0 47.3 +65.0 -00.1 .196 87.15 fPftWUC7MVISFD.-K-K 19.111-24.641 +89.0 -100.0 +06.0 -100.0 +65.0 44.1 +85.0 79.4 +813 840 uc.ngllYM Mth On Florid. ll� e.1d1.p c:d. Ctnlom 17.6411-10.397 +66.0 -Id1.0 465.0 40.4 +840 47-3 -s5.0 .7s 4811 SOA I •I: Gtt M.�'ee 0 1 16- 14•�S 2D � 9s' )(-)(-)( 10.308-11.380 +050 •100.0 +03.0 47.4 +65.0 47.8 -65.0 -74.2 +57.6 47.5 „) R.✓4.d Dd.: CJD %-K-3L 24.361.31.841 +00.0 40MO -010 400.0 -80.3 43.0 -66.0 999 45x2 BS.2 L <l7 Si- Or < 10tb 1 rD 120' X-)(-K 29.641-32515 +65.0 -100.0 -940 40.4 *83.0 4119 +86.0 -06.8 +627 S.7 A.ornd 7 0.a R.MKrr MigR( V c1 K-K &LOIS-39.811 +55.0 -171.0 -65.0 •100.0 +55.0 41.4 +86.0 55.0 -50.5 .50.9 5D7n i N 147 Gwlom •• -30.041 -95.0 -1010 woo 40.4 .66.0 411.4 +63.0 49.8 +60.0 4A.0 - .•, w � NDOWDT2 SEE TABLE 10 FOR ANCHORAGE ��'�� n•: D MNBY. .SASH SIZE. 2 H-x.7DES GN PRESSURE TABLES J ROSOWSKI °, NO 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR RiMORAL FIN. '' 1070 TECNfgL01iT DRIVE TNa: O.. A 2 FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4.SASH SIZE IS AS PER THE FIGURE. '•'jP.1'1: ';'•" N.VENICE, FL 34270 OD 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. -'%+�ini 11.1,r. '' P.O. BOX 1620 HORIZONTAL ROLLER-NI 05/15/15 1)'1N-112.1/4'AND"113•V3.113-04 mmUTE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH'MDTH RANGE .7%r)!!-rr� t "ONS, FL 04274 Sy/e�,ydq; 6vd.: ST..t DnaNq Ab. Ra'. p4 THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT h10 STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LVR LILL9L P.E CM. OF AUfH. 29296 HR-5410 NTS 7 OF 15 MD-HR5410-01 A Reiss 05 TABLE 11: - - -- --- --GlossTypesDesl nProssure Ibsfle)%rXOorOXWindows 2-4 0 ( ) MIL Lew' WindoN BUek Habhl R4 9a' /Ir 54 63' 77 2544 +95.0 1•130.0 -6&O -130.0 .65.0 .130.0 •65.0 .130.0 1•65.0 1-13D.0 28^ •95.0 .130.0 •660 -130.0 -86.0 "130.0 .05.0 •130.0 +65.0 -130.0 39' -0.0 •130.0 +65.0 -13D.0 +65.0 -130.0 •65.0 -1".0 .05.0 -123.3 42• -08.0 •130.0 -IMO •130.0 +06.0 -190.0 -OS.o -126.6 .116.0 -108.2 0 441• +97.0 -190.0 +es.o -130.0 .es.o -130.9 .415.0 -114.2 .es.o -w.f 4r •05.0 -130.0 .450 .130.0 .115.0 .1126 +65.0 44.1 •65.0 11.7 HEADER D 75. +45.0 -130.0 .460 •119.9 +65.0 -104.0 MSO 11.2 +8540 •700 2j SEE TABLE 10 FOR ANCHORAGE El SECTION DETAIL tFOR WINDOWS WITH I 23 F a...iyp.. LEVEL R4 REINFORCEMENT A 2-4 9459 Width Design Prsssur9(lba/R)for XOX Wmdm" (RENFORCEMENTS SHOWN SASH p Ra,nf.�� �n4plllallen Ruga(in) Indoor wk Height IN Fl FURAME PES 6 RES APPLY TO ALL HEIGHT V R4 30• 3a- 48- 54' 63' CONFIGURATIONS) 36.1/4• K-K-K 11.391-11.391 -M.6-f-130.0 .65.0 44.0 -65.0 -130.0 +05.0 -130.0 •45.0 -730.0 23 c) 3r Ys-K-% 12306-72.3N -05.0 430.0 +85.0 -130.0 -05.0 .130.01 486.0 1.130.0 -a6.0 I-V.0 w 46.1/r �'-K"x 11.381-13.307 +81:.0 x30.0 «65,0 -190.0 -45.0 -190.0 +65.0 -130.0 .55,0 -130.0 KK 1&396-14.41-13 -6611 -130.0 +06.0 -130.0 -415.0 -130.0 -55.0 -130.0 -60.0 -130.0 47.3/4• KKK 11.391-1239r -05.0 -130.0 +05.0 -130.0 -05.0 430.0 •650 •13o.D +05.0 -126.6 �CR SILL Q0 %-Y-% 12-M-15.5641 +415.0 430.0 -65.0 -130.0 +06.0 -130.0 +95.0 .130.0 +89.0 -22x.7 C0.f14n 11,391.12018 -050 -130.0 •65.0 -130.0 445.0 -130.0 -55.0 -11163 406.0 -M.2 FXX7 L` 52-Ur X-)j_K 1L017-13.307 -615.0 -1300 +65.0 430.0 .65.0 -130.0 -86.0 -121.3 4115.0 .101,3 Z K-K-K f3.996-17.015 +650 -130.0 +95.0 .130.0 -65.0 •130.0 +65A -130.0 +05.0 -110.7 SASH WIDTH 0 �5 Cat.m 11.391-13.397 .450 -1300 -66.0 -130.0 +95.0 44.4 •4150 -104.41 +65.0 402 < m O0- K_ K 13.396-16.300 •15.0 -130.0 1+09.0 -130.0 +05.0 •127.2 +65.0 j-1013 -65.0 49.2 MEETING RNL OD K-K-K 13.331-19.641 -95,0 -430.0 +45.0 -13-10 +65.0 .130.0 .66.0 -1141.4 +050 4&5 . .� 0."- 11.391-13.301 -45.0 4107 .45.0 -109.0 -66.0 •94.4 +650 40.8 -46.0 -75.226 O 0575' Yi-K.X 13306-19.110 +65.0 430.0 +46.0 -121.2 -65.0 4023 -05.0 -01-7 +06.0 -70.3 K-K-K 10.111-24.041 +6.7.0 -130.0'+65.0 •130.0 -65.0 -121.1 +05.0 -105.2 -415.0 40.4 23 2J 141 Cmtt 17.041-19.397 +05.0 400.0 +09.0 40.4 405.0 410 -05.0 .75.6 .85.0' 47.31 JAMS Fxrg or K-K-K 19.398-24.360 +65.0 -196.9 -415.0 -47.4 +65.0 47.6 +65.0 40.2 -93.0 -70.4 v ` 6q IS y4_K_36 24.381-31.641 -85.0 -13a0 +65.0 -124-2 496,0 -103.5 +65.0 427 460.0 -T7.3 )j.K_K ]9.441-32514 -65.0 -100.0 +05.0 .90.4 +66.0 421 +950 45.5 +85.0• -0Ia' I 1`•1 12V O K-K-K 31619-3/.641 .06.0 -111.41 +410.0 -103.0 -05.0 40.41 1415.0 43.4 465.0 -70.7 N 14V W.tam •• -39.641 +69.0 -100.0 -6-140 50.4 +65.0 421 I-65.0 -75.6 -05.0- 47.3" � V .65/-7D FOR GLASS TYPES 2114 SEE TABLE 19 FOR ANCHORAGE IN �1ODI1L7 REVISED WINDOW WIDTH-60.72 Min.SASH SIZE -07i08 With du FIriM. " -- ' -••I 2 Duildin4 Code I A�e�wI14 He l(p-0 14,1 I � R-F-d e7: Deh.• R.N.bn: PV'1 17He 11� a 9y LQ 4(' lade Prod4u I fD Rewaed BY Oata: N fI / DESIGN PRESSURE TABLES ROSOWSKI NOTES: ! ':� i a 41- 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHWXOCY DRIVE TRk Dales 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE 19 AS PIER THE FIGURE. _ N.VENICE, FL J4Z75 HORIZONTAL ROLLER-NI 05115/15 i °o 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE MOTH OR HEIGHT DIMENSION SHOWN ON THETABLE. I '�i:!f�. '"1`•� P.O. BOX 1520 4)•174-1r2-196"AND-113-1111/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE �';;�� Mi!�•^j 1.'•` NOKOMIS; FL 34274 99r1u/MOdM: Sc9N: 50641,• paw/rg N•. Rn' M THE ADJACENT COLUMN.'CUSTOM"INO'CATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.L"IIAIILEA P.E. CERT OF AUTN. #2929a HR-5410 NTS 8 OF 15 M D-HR5410-01 I A P.E.S 56105 f ABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 1-4 Sosn Spacing for"Integral- Group F- coup F Width �"Height 38'Height 46'Height 54"Hd-E 30"Height 36"Height 46'Height 5q'Height Hand Head Heed 'Head Head Head Head Heed Fin"Installation 26' 4' Raint.Level ^) &SRI ' &SIA 4 SRI _, &SIB &SRI t &Sill T 6 SIR � &9)R m Rt Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRooucr RevtsED i 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 14C24t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 —Plri.S-id.the Flvih O FOR OX WINDOWS XO SIMILAR): Inamac"a. 9 28' 13.397 T+CZ+1 2 1+C2+1 3 1+C2+1 3 1+C2+ 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3A..ePie.allo1 -0 74ANCHOR QUANTITY tion Dna 20 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+ 1+02+1 2 1+0241 3 1+C2+1 3 t+C2+1 3 PERJAMe V B7 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t+C2*1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+03+2 3 Mia • t+edea HEAD AA'D SILL ANCHOR QUANTITY: _ 48' 23.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+(xr1 2 1+C2rf 3 1+C2+1 3 1+02+1 3 7C (i)ANGFi0R5 AT THE FD(ED SECTION � 60' 29.397 2+C2+2 2 24C2+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 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL +(2)ANCHORS AT THE SASH )..I 75" 36.897 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 7ANCH0RSAT THE HEAD AND 7 ANCHORS AT THE SILL. Anchor Group El Anchor Group D O V 251/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 13 1rCZ+1 3 1+13SEE ELEVATION,SHEET 1 2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 � Y Q SFE ELEVATION,SHEET 1 20' 13.397 T+C2+1 2 1+C2+1 3 1+C241 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1I+ t[ '•�u p1 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 S+C2+1 3 1+C2*1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 IE CLUSTER DETAILS.SHEETS O Q Lp u +—J to 42" 20.397 1+02+1 2 1+12+1 3 1+C2+1 3 1+C2+1 3 1*C2+1 2 1+C2+1 3 1*C2+1 3 1+0241 3 O O A SEE ELEVATION. O .fop 4B' 23.397 1+C2+1 2 1+02+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 SEE / O- 771- 2-C2+2 ET1 U7N6D" 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 ELEVATION,75' 38.897 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2rC2+2 2 2+C2+2 3 2+C2+2 3 2+C2*2 3 SHEETI ING RAIL Z ILL n LL m a U O SFE TABLE S FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SRL uX d fn ^ Z TABLE 14. FOR XOX WINDOWS: �Z m°o J SAID < Grass Types Anchor QuentMes for XO or OX Windows ANCHOR QUANTITv (jo m Z ,o o Q 1-4 St�M1 30'Height 36"Height 48"Height 54'HB19h1 30'Height 36'Height 48"Height 54"Height R JAA1B Z a Z O1 H LL Gg Reinf.level (In) Head Head E Heed Head HeedIII Head Head Head E 1+C3-Fy+C3+1 4 1 AN NOR gT TNCHOR J O O HEAD AND SILL ANCHOR QUANTITY:. W B SRI &Sill I &Slll ' &SIR q &Sill &Sib &Sill &Sill () Of O +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL m Z i.4y5 Anchor Group A Anchor Group C (2)ANCHORS AT THE FIXED SECTION ® ry +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Q J U) O 2 +(1)ANCHOR AT THE SASH : Q 1'-25-112" 12.147 1+C2rt 2 1+02+1 3 1rC2+t 3 1+C2*T 3 Z is ,5 TOTAL OF 1D ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SAL. c Sy 28' 13.397 1+C2+1 2 1+C2+1 3 1+(2+1 3 1+C2+1 3 Z no3i 36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 u 0 O C mK SEE ELEVATION,SHEET i O O 42' 20.397 Not Albwed 1+C2*1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 I U R g� N SEE ELEVATION.SHEET 1 Pii V 48' 23.397 1+C2+1 2 1402+1 3 1+C2r1 3 1+C2+1 3 r (�. SEE ELEVATION.SHEET 1 Q Q _ $ 6D" -29.397 2+C2*2 2 2+C2*2 3 2+C2+2 3 2+C2+2 3 I I - -- --- 1 rt1 mp••ys 14 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 31 2+C2+2 3 yI _ -SEE ELEVATION. SHEET Anchor Group B Anchor Group D �E / X / O X 1 ,•.I I W 261!2" 12.147 1+C2+1 2 1+CZ+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 Z S+C2+1 3 1+C2+1 3 1+C2*1 3 ELEVATION, fD SHEET 1 MEETiNO RAIL SEE CLUSTER 26' 13.397 1+02*1 2 1+02+1 3 1+02+1 3 1+C2+-1 3 1+C2+1 2 1+02+1 3 1*C2+1 3 1*C2+1 3 - N 38' 17.397 1-102r1 2 1402+ Ln 1 3 1+C2+1 3 1+C1+1 3 1+C2*1 2 1+C2+1 3 1*02+1 3 1+02+1 3 I REPEAT ANCHOR PArrERNAT SILL SHEE76 m 42' 20.397 1+C2+1 2 1+C241 3 1+C2+1 3 1+C2+1 3 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ', l O 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 1+C2+1 2 1+CZ+1 3 T+C2+1 3 1+C2+1 3 )FRAME DIMENSIONS ARE SUCK VnDTH 6 Max.Mchor0,C. At hor AND SUCKHEIGHT(SEE SHEETS 3.4 C 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 Group F SASH SIZE IS AS PER THE FIGURES ON 00 �S Spacing for"Integral- p =.; '•;,..:;:- 75` 36.597 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+(x+2 2 2+C2+2 3 2+C2+2 3 2+C2+Z 3 SHEETS�• Fin"Instet(ation 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO ... ' SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAIUBLE WIDTH OR HEIGHT A.11A4'h11II.LIk P.E. DIMENS 0H SHOWN ON THE TABLE. P,FJ ee705 TABLE 1S: _ I t3leso Types Anchor Quantities for XO or OX Windows Mex.Anchor O.C. 1"4 Sash Spacing for"Integral- • 30"Height 36"Height 46"Height 54'Height 63'Heig142+ D"Height 36"Height 46"Height 54'Haight 63"Height Fin"Installation YVIdIFI RdnL Leeal (in) HeadIII Head HandIII HeadIII EkedHeadIII Heed E Head Head Heed Anchor Anchor R3 6 S16 ' R SIR Al 6 916 a SBI ' 8 SR1d SIR 8 SIII ' 6 S41 .9 6 SRI ' 6 SRI Group E Orap F T Anchor Group A Anchor Group C 2.6` 4" .•1:vDl+CTREvtSEv ror OYTne"All,0.Flmldn O 2512' 12.147 1+CZ+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FNIMMI Cod. Z3 nRq,Uv.ne t+n S 28' 13.397 1+C2+1 2 1+132+1 3 1+C2+1 4 I+C2+1 4 1+p+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FRAME DWENSIONS ARE BUCK E.niraino Ou° -- 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 t+C3+1 4 1+C3+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 WIDTH AND euCIC HEIGHT(SEE m. W v SHEETS 3-4).SASH SIZE IS AS PER THE ro' 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+p+1 +C2+1 2 i+C2*1 3 1+C2+1 4 1+C2*1 4 1+C2+1 4 FIGURES ON SHEETS 6-8. 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1*02+1 4 2)FOR SIZES NOT SHOWN,ROUND UP 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 +02+2 2 2+C2*2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TO THE NEXT AVAILABLE WIDTH OR z HEIGHT DIMENSION SHOWN ON TM 75' 36.897 2*C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 1 2+p+2 +C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+132*2 4 TABLE. n� Anchor GroupH Anchor Group O _ p 7J SEE SHEET FOR A GUIDE TO USING � 25-12` 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 THESE TABLES. Y Q 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1 2 1+C2*1 3 1+C2+1 4 1+C2+1 4 i+132+1 4 4J•1N-In-i/a•ANO.1f31/3nrJ• ,ry �.j r INDICATE THAT THOSE STANDARD 36' 17.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 SASH CONFIGURATIONS FALL WITHIN O to O W 4T 20.397 f+C2+1 2 1+C2+1 3 1+C2+/ 4 1+C2+1 4 1+C2+1C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 THE SASH WIDTH RANGE M THE G i ADJACENT COLUMN.'C11STlNd' }^ h ur 48' 23.397 1+T2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 INDICATES THAT NO STANDARD SASH O a I• V 80' 29.397 2*C2+2 2. 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+132+2C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 CONFIGURATIONS FALL WITHIN THE o m o _ 75' 38.687 2+132+2 2 2+132+2 3 2+132+2 4 2+132+2 4 2+132+2 4 2+132+2 2 2+132+2 3 2*C2+2 4 2+132+2 4 2+132+2 4 Z ui vNi LL m SEE TABLE 10 FOR DESIGN PRESSURE of) X y 6 U) wa Z TABLE 18: Uj F•W m 0 J a Gress Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. ^> Ci Y 00 Z U.) 2 Spacing for z a z CIC ou Sash 30"Height 35"Height 48"Height 54"Haight 63"Height 72"Height 30"Height 36"Height 48"Helghl 54"Height 03"Height 72"Height "Integral-Fin" } LLl 0 Width F- J O Relnt.Leuel On) Head a Head E Head Hood E Head fi Head E Head G Head a Head Haad E Head E Hood E J O Du a SII 8 SIII d SIR 8 5111 �° &SII ' 6 Sul -^� 8 SRI fl SIII ' a 9111 ,° fl SII 8 Sin 8 Sill .7°, Anchor Group F 1-- Q R4 sE Q O Anchor Group A Anchor Croup C 3,1• F- 25-117' 12.147 1+C2+1 21 1+C2+1 31 1+C2+1. 41 1+C3+1 4 1+C3+1 15 1+C4+1 5 He CY Z u yon 28" 13.397 1+132+1 2 1+132+1 31 1*C3*1 4 1+133+1 4 1+133+1 5 i+131+1 61 C) Z 0 _O ry 38` 17.387 1+C2+1 2 1+C2+1 3 1+133+1 4 1+G+1 4 1+G+1 5 1+C4+1 5 = n1 O Y N m 62" 20,387 Not Alcoved 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+G+1 5 1+C4+1 5 u U O I v 48' 23.397 1+C2+1 2 I+C3+1 3 1+C4+1 4 1+C/r1 4 1+C4+1 5 1+04+1 5 _ _ 60" 29.397 2+C2+2 2 2+C3+2 3 2+G+2 4 2+G+2 4 2+G+2 6 2+C4+2 5 RD 'ub:+p,• to 75" 36.897 2+C2+2 2 2+133+2 3 2+G+2 4 2+134+2 / 2+G*2 5 2+G+2 5 J Anchor Group B Anchor Group O - I, '• 44r20.397 47 1+132+1 2 1+132+1 3 1+132+1 4 1+133+1 6 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+02+1 3 1+C2+1 4 HC3+1 4 1+133+1 5 1+C4+1 5 97 1+02+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 S 1ICA 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 G, x7 1+132+1 2 1+132+1 3 1+133+-1 4 1+G+1 1 1+G+1 5 11+132+1 2 1+132+1 3 1+133+1 4 1+134+1 4 1+G+1 5 1+C4+1 5 O m 7 1+132+1 2 1+132+1 3 1+133+1 4 1+G+5 4 1+G+1 5 11+132+1 2 1+C2+1 3 1+C3*1 4 1+C4+1 ag*C4+15 1+C4+1 6 1h 87 1+132*1 2 1+133+1 3 1•G*1 1 1+G+1 d 1+G+1 5 11+132+1 2 1+133+1 3 1+134+1 4 1+134+1 45 1+134+1 5 ; ,n: _ oo 7 2+C2+2 2 2+C3+2 3 2+G+2 4 2+G+2 4 2+134+2 5 22+C2+2 2 2+C3+2 3 2+G+2 4 2+G+2 4 6 2+Cq+2 57 2+C2+2 2 2+C3+2 3 2+G+2 / 2+G+2 4 2+C4+2 5 22+132+2 2 2+C3+2 3 2+r4+2 4 2+G+2 1 •A.LYNN MILLER.PA SEE TABLE 11 FOR DESIGN PRESSURE P.EJt 6e7f16 i i TABLE 17; ores■Typ• -AnchorQuarrWks for XOX Windows 1 Swh PRODUCTREVISED -3 Sa,h 24 HeIOM 3r HoIOM 38'Itaighl Ir Hoight S!"Height 63'Height 24'Heigh 30.1lofghl 39'Hslgtll IT HslOhl 64'HelOhl BT Height Cmig-lion Width o '62 a a a o -PIA-1 C d+rin10.FbrkDl 0 1LIM Leel Rerwe M) Hed a 34H Hwd 6 SIR a Hood a 831 Heed 6 Sin Heed 6 Sol Fa FMd a SII 5 Heed 6 Sit Hwd 6 SAI Head 6 Sig Heed 6 SOI Fleod a SD Hod L 916 g A«cp�sm w) b,12-0:20 .1g R3 E: DMI Dat _r r�� --I Anohm Grovp A Anchor GroUp C rD a 35.1/4• X-X-X 11.381-11.391 1+a+o«Q•1 2 1.02+0.02.1 R 14CT4o.Q+1 3 1+02.402+1 4 1+Cz+o+G2+1 4 1+Q+o+cz+t 4 1+Q*O+CJ+f I 1+c2+D.c2N 21-02+wQ+t 3 1+(2+0+(2+1 4 1+C2+O+C2+1 411+C2+0-C2+114. Mi.u.i de Prvdeet 3 3r X-)4-Y. 12.309-12.309 1+f2+0+C241 z 1+C2+0+C2+1 2 1+C2+0+C2+1 3 I+C2+0+02+ 4 t+C2+0+CZ+1 4 T+pw•C3+f 4 1+Q+p+C2+1 2 1+C2+O+Q+1 z 1+(2+0+02+1 3 1+C2+DsCT+1 4 t+C2+0+IM; 4 1+C3+owA+1 4 4sve• )6-X-)G 11.391-13.307 1+02+o•Q.1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+OrC3+1 4 1+0+0+(5+1 1 1+q+D+p+1 4 1+Q+O+C2+1 2 1+CZ+0+(,�+1 21+C2.O«C2+1 3 t+C3+0+C3H 4 1+(7+0+(3+1 4 1+0.0+0+1 1 � X- -X 13.389-14.883 1rQ+MQ41 2 1+C2+O+C2+1 2 1+(2+0+01+1 3 1+G3+O+p+1 4 1+C3+OrC3+1 4 1-1 1+p+0+C3 7 4 t•C2+O+Q+1 z t+C2+O+C2+1 2 1+G2+0+C2+f 3 1+C3+0+p+1 4 1+C3+D+d+1 4 1+0+0+(3+1 4 N 47JI4' %-X-9 11.391-12297 1+C2+0+02+1 21+02+0+C2+1 2 14C2+0+C2+1 3 1+G•3+D+C3+1 4 1+0.0+(3+1 4 1+C3+D+03+1 4 IHZ•0•C2+1 2 1+C2.D+02a1 2 1.C2+0+C2N 3 1+C3+D+C3.1 4 1+p+0+p+1 4 1+0+0+(3+t 4 X-X-X 722M-15.550 1+Q+p+Q+1-i J+C2+04C2*1 T 14(2.0•!x*! 3 T+C3.O+p+1 4 HC3+O+C3+1'1 1+0+0+(3+! 4 i+Q•D+C2+1 2 1+C2+O+C2+1 2 7•C2+o+C2+1 3 1+p+0+C3r1 4 t+p+0+W+1 4 1+03+0+C3+1 4 t O CuRan 11.391-12016 1+02+2+02+1 2 1+C2+2+02+1 2 1+C2+2+CZ+1 3 1+12+1+C2N 4 1+C2+1+C2+1 4 1+C2+1+C2V 4 1.02+1+C2+1 2 1+02+t+C2+t x t+C2+1+C2+t 3 t+c2+l+Q+t 4 t+C7M+C2+t 4 t+CZ+»C2+1 4 Y_) Y ¢ V 62-1/r X_X_yj 12017-19.307 1+C2+0+C2+1 Z 1+02+0+02+1 T f4p+0+0+f S/4040+0+1 4 I+C3+0+03+1 4 1+p+0+0+1 4 S+Q+O+C2+1 2 1+Q+MC2+1 2 1+C3+O+C3+1 3 1+C3+0+p+1 4 1+p+O+C3+1 4 f+p+O+q+1 4 N m X-Y.-X 13.30-17.019 1+C2+0+02«t 2 7+02+O+C2+1 2 1+p+0+C3+1 3 1•C3+O+C3+1 4 1+C3+O+p+1 4 1+CS+0+q+1 4 1.02+O+C2+f 2 1+C2+0:C2+1 2 t+Cx•O.C341 3 1+0+040+1 4/+p+0+C3+1 1 1+q+0+C3-+ 4 O Q 0 Cue!m 11.391-13.367 1+02+2+02+1 2 1.02+2+C2+1 2 1+02+2+02+1 S 1+C2+Z+02.1 4 1+0+2+C3+1 4 1+C3+1+C3.1 4 t+02+2+02+1 2 f+C2+2•CxN 2 1+C:2+2•C2+1 7 1+C2+1+C2+1 4 T+p+i+C3+i 4 1+p+1+p+1 4 p N w 90' K-)4-�i 13.30-15.390 1+(2+2.02+1 z 1+02+2«02+1 2 1+C2+2+C2+1 3 I+C3+2+p+1 4 1+C3+1+pr1 4 1+0+1+(3.1 4 1+Q+f+C2+1 2 1+Q+t+C2+1 2 1+C2+1+C2N 3 1+q+1+C3+1 4 t+p+1+p+1 4 1+C3•I+C3+ 4 r1a0 0 O Y,)S-)i 16.391-10.841 1+Q+0+C1+t 2 S+02+0+02+1 2 1+C3+0+C347 3 1+C3+D+C3.1 4 1+p•+0*p+1 4 1+p+0+cs+i 4 1+C2+O+C2+1 2 1+02+0+C2+1 2 1+C3+D+p+1 S 1+O3+D+0+1 4 1+p+0•p•1 4 1+C3+O+C3+1 4 w U 75' Y,)S-X 17.141-19.1f0 1+C2+2402+1 2 14CT+2•1x+1 2 1+02+24C2+1 3 1402+2+02+1 4 14C3+2+p+1 4 1+p+2+C3+1 4 t+Q+2+C2.1 2 1+C242H�N 2 1+CZ+2+C2+1 3 1+C2+1+C2+T 4 1+0+1+0+1 1 T+C3+1+q+1 4 O f�. v X-X-Y4 19.111-24.841 1+C2+O+tx+1 2 t+C3+0+p+1 T 1Ky+0+C3+1 3 1+p+0+0+1 4 1+CA.D+G+1 4 t+G+0+CN1 4 1+C2+0+CZ+1 2 1+C3+O+C3+1 2 f+p+0•p+t 3 1+C*+O+C3+1 4 1+C/404C1+1 4 t+C4+0+C4+1 4 O J C 0 X-X-X 27.841-32.516 +02+2+Q+2 2 2+0242+02+ 2 2+C2+2+C2+z 3 2,C3+2+p. 4 1+C3+2+C.3+1 4 t+q+2+0+1 4 1+C2-24C2#t z 1+C2+2+C2+1 2 t+Q+2+02.1 3 1+C3+t+c3- 4 t+p+1+p+1 4 1+C3+t+p+f 4 Z 86' CUelom 32517-39.841 2+Q+O+CII42 2 2+p•O+C3+ 2 2+p+D+C3+2 3 2+p+p+C3+ 4 2+C3+0+C3+ 4 2+C3+0+C3+ 4 2+p«O+C2+ 2 2+p+0+C3+ 2 2+C3+D+p+ 3 2+C3.O+C3+ 4 2+p+0+C3. 4 2+C3+0•p+ 4 Do X N d N 2 I fT0• X-�Y -• -59.64/ C2+2+02+z z S+CZ+2•C2+ 2 2.02+2+02+5 d 2+q+2+p+ {2+C3+z+C3+2 4 2+C3+z+p+ 4 2+Q+2+C2+ z 2+Q+2+02• T 2+C2+z+ O f w •ar c 02+ 7 2+C-J+x•C3+ 4 Z+q+2+C3+ 4 2+q•2+p. 4 �yZj m O J ABohor Group B Anohor Group 0 C O O `r 36-114" %-%-)i 11.391-11.391 1+02+O+Q+1 2 1+Q+o+Q+t 2 1+Q+o+C2+1 3 1+02+0+(2+1 4 14C2+o+Q+t 4 14 C2+O+C2+1 4 1+Q+D+Q+1 2 I+Q+o+C2+1 2 1+C2+0+C2+1 J 1+f2+O+C2+1 41144C2-04C7+1141 1+Q+o+C2+1 4 Z [L 2 � � w � 00 3r X-X-% 12.309-12308 1+C2+o+Q+1 2 A-C2+10+�C2-11 2 !402+0+(2+1 3 1+Q+O+C2+1 4 1.(240+02+1 4 1+C3+0+0+1.4 1+C2+D+02+1 2 1402+0+02+1 2 1+C2+0+C2+1 3 I-C2+D+Q+1 4 1+Q+p+C2+1 4 1+0+0+0+1 4 J O 46-1/6' K-X-X 11381-13.397 t+02+0+02+1 2 1 2 H02+O+C2+1 9 1+0+0.(3+1 4 t+C3+0.C3+1 <1+0+0•(3+1 41+02+0•CII 1 2 1+02+O+C20 2 t+02+0+02+1 3 1+C 3+O+p+t 4 t+p+0-C3* 4 1.034D+G9+1 4 pH K-Y-% 13.390-4.853 1+C2+O+Q+1 2 1 z t+Q+0+C2+1 3 14C3+0•p+i 4 1+C3+0+p+1 4 T+p+0+C3+1 4 t+C2+0+C2+1 2 t+CZ+0+Q+1 z 1+C2+O+C2+1 3 »gro+p+l 4 14q•D+p+t 4 1+03+0+CS+t 4 ® g Zj 47-3/1' fC-14-J( 11.391-12287 1+(2+0+(7+1,2 1 2 1+02+0•(2+1 3 1+03+0+0+1+ 1+0M+0N 1 1+0+0+p+1 4 1*Q*O.Q+t 2 1+02+D+02+1 2 1+02.0•CJ'+7 J 1+p+0+q•t 4 t«0+0+0.1 4 1+(340+(3+1 4X-X-Y. 12.298-16.650 1402+O+Q+I12 1 z 1+Q+D+Q+1 3 1+C3+0+03•T 4 1+q+0+C3+1 4 14p40+C3+1 4 1+02+O+c242 1+C2+Dr(x+t 2 1+C2+OrC2+t 3 t+p+0+p+1 4 f-p+O+p+ 4 i+p.OrC3+f 4 Custom 11.391-12010 1+02+t+Q+t 21 2 1+02+1+C2+1 31+02.1+02+14 14C2+1+C2+1 4 1+0211+C2+1 4 1+Q+1+02+1 21+Q+1+Q+t 2 1«Q+t+Cx+1 3 1+C2+1+C2+1 4 1+Q+i+02+1 41+C2+1+02+1 4OLL62.1/r X-X-X TLO17-13.387 1+C2•o+C2+1 2 1 2 1+C3+O+C3N 3 t+C3+0 C3+1 4 t4C3+0+C3+1 4 1+p+0+p+1 4 1+02.0+02+1 2 1+Q+O+Q+t T t+p+0+C3+1 3 t+C3+0+p+1 4 t+0+0+041 4 1+q+0+c3+i 4 0 = N O m Y.-)i-Ys 13.3M-17.010 1+C2+D+C2+1 2 1+02+O+Q+1 2 t+q+0+C3+1 3 t+p+0+p41 4 1+C3+0+C3+1 4 1+0+0+(3+1 4 1K3+D+Q+1 2 t+C2+0+Q+f 2 1+C3+0+C3+1 3 t+p+0+C3+1 4 1+03•O+C3+1 4 1+C3+0+C3+1 4 ~ V V Cuol m 11.311-13.307 1+C2+2+C2+1 Z 1+02.2+C2+1 2 1402+2+02+1 3 1+02+I+CZ+t 4 1+103+1+0341 4 1+C3+1+p+1 4 1+02+1+C2+1 2 1+02+2+02+1 2 1+C2+2+02+1 S 1+02.1+02+1 / 1+C3+1+C3+1 4 1+CS+1+C3+1 4 Q o = 3 eD• Y4-ys-K 13.396-11S.360 1+C2•S+C2N x 1+02+2+02.1 z 1+Cx+2+1x+1 3 1+p+14(3+1 1 1.prf4C3+1 4 1+c3+t+C3+1 4 t+Q41+Q♦1 z 1+02+t.cz+1 z 1+Q+1+02x1 3 l•q+t+CJN 1 I+p+14C3+1 4 jl*C31-*' 1 rD, •u��Nr Cit Y,-%-Y. 16,391-10.641 1«cz+o+Q41 2 14Cz+D+02.1 2 1+p+0.03+1 9 1+(3+0+(3+1 4 1+C3+O+q+1 4 1+q+0+p+I 1 1+02+0+02+1 2 1+02+0+(2+1 2 1.0+0+0+1 3 I+p+O+C3+1 4 f+C3r0+p+1 4 4 7r Y•'X-� '7.141-10.110 1+(2+2.(7+1 T 1+02+2+02+T'7. 1a02+R+02+1 3 1+(2+2402♦1 t 1+03+1+C3+1 4 1.041+03+1 4 1+(x+Z+C2+i 2 1+02+2+0241 21+02+2+(2+1 3 t+Q+1+02+1 t 1+C'3+1+C6*1 4 J+1 4X-Yr-X 19.111-24.01 1+C2+0+C3+1 2 t+p«O+C3+1 Z t+.+o-C3+T 3 140+0+q+1 4 1+CA+O+C4+1 4 1+G.O+GN 4 1+02+O+C2N 2 1+C3+0+C3+1 2 1•p+0+0+1 3 f+c3+0+C3r1 4 1+Gr0+CA+14 4+t s27.N1-32619 2+(2+2+02+2 2 Z+Q+2.02+ 2 1+Q+2+Cz+2 3 1+0+1+(3+1 4 1+(1+1+(3.1 1 1•q+l•q+t 1 1+Q+2+q+1 2 1+02+2+02+1 2 t+C2+2+02+1 3 1+p+1+(3+1 4 lrp+l+p+l 1 34/ 4 ro32617-30.841 T+C2+O+Q+2 22+0+0+0+ 2 z+0+O+042 3 2+C3+DiO3C 4 2+p+O+C3+2 4 2+C3+0+C3 4 z+CR+0+C2• 2 2+C3+0+p. 2 2+p+0+q+ 3 2+p+O+C3r 4 2+gW+C3+ 4 p+ 4 - N-39.6(1 +C2.2+Q+2 2 2+Q+2+C2+ 2 2+Q+2+Cz+2 3 2+C3+2+0r 4 240+2+C3+2 a 2•q•2.0+2 4 2+02+2+C2a z 2+02+2+CZr 2 2+02+2+C2+ 3 2+C3+2+C:3+ 4 2+C3+2+p•2 40• 4 .'y•, lr'' - r V SEE TABLE 8 FOR DESIGN PRESSURE y1 ••MIN.SASH SIZE=WINDOW WIDTH.10.72 _ �IMP c x NOTES: McX.AnchorO.C. Anchor ArfoMr 1)USE THESE TABLES FOR ALLWINDOWSINSTALLEDTHROUGHTHEFRAMEORNTEGRALFTN. 'A' Grou E F 2)FRAME DIMENSIONS ARE SUCK W10TK AND BUCK HEI"SEE SHEETS 3-4 SASH SIZE I3 AS PER THE FIGURE. Spacin00 g for"Integral- p thoUP ) - 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH DR HEIGHT DIMENSION SHO WN ON THE TABLE. '•� ,i i y`--, - Fin"Installation 23+ 4• 4)1/41!2-1/4 AND'1/3-113-t/3 IN0IGATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THESASH WIDTHRANOE / r I'``1• -_ IN THE ADJACENT COLUMN.'CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANG. A.,L>I/N�7 I)IU.ER PEE PJE.0 w/03 TABLE I& Games Tnm Anchor Quantities for XOX Windows 2-1 Sash Va n" 24'Hddtl 30•FOlghl 36'mmoM I 46'Heigh I 64•Haight 63-Hefglx N-IOIg11 30-He 38' IgM FM9M 48•H•IpM R.HW BY 17•+91++ CerMgxrdb0 Rd+a.L.+.1 �+0•QR) FI•d A SAI E IOW a SR F1eea 6919 j He•d 6 S8l 1 Ne.d i SM H.M a SIII H••d 6 511 N.oa a SR N Head 6 SF. I Nod a SN H•rd 6 SD Head 8 SD 5 R3 X X 111 N Anchor Group A Anchor Group C 36414' K-K-K 11.391-11.391 1+Q.0-M-1 2 1-M+D•CZ+1 2 t+G2W+C2+1 3 T+Q.0-C2.1 4 HC2+O+C2«1 41+C2+0-C2-1 4 1+C2+0+02.1 2 1•Q40-Q-1 2 f+Q+O-Q+1 3 1+C2+0+02-1 4 I+Q.0+CZ-1 4 I+Q+0-07-1 1 PRODUCT REVISED -n 39' -K•K 12.308-123M 1+C2+O.C2+1 2 1.042.0«C2+t 2 1+CZ+O+C2+1 3/+Q•MCZ+T 4 1•C2.O+C2+1 11+C3+0•p•1 4 NQ•0•Q•1 2»Q+O•CZ•t 2 1+C2+O+C2N 3 t+C2+0.06.1 4 t•C2•o+C2•+ 4 I.C3.0.3.I 4 --ptriea`rllh uro Flurw O K-K-)j 11.301-13.397 4Q+0.Q+1 2 I1C2-O CZ-1 2 1+Q-0-QN 3 1-C3+0•G•T 4 1+03.0-p-1 4 1+G•O+CI.1Fl-C2-2�C.2-1 02.0.02-1 2 1-C2-O+Q•t 2 1-Q-0+C2+1 3 I•W-D+p.r 4 I+p+0+CN1 4 1.64.0-C4-1 4 R lah+albdc � 46-1/6' nceeplmd t3a •0 Ax %-Y.-Y. 13.306-11.617 1+Q.0+CZ+1 2 1.02.0+02.1 Z 1.02+D-02.1 3 1+tl+0+p+t 1 1.03+0+pv/4 1•p+0+p•104+O.Q+1 2 1+CZ+D•C2•f 2 1+r1+o•G1+1 3 1+06+&06.1 4 I•tl+0.C3++ 4 1•C3+0•C3+t 4 Bayr•lionDei<. 47-a K-K-K 11.301-11207 t-G2+0-CZ2 1-06.0.02+1 2 4.02+0+C2.1 3 1+0.0.09+4 1+p•0+C5+1 4 I.C4+0.C44IQ+O+CZN 2 1+Q-0.02-1 211-C2+0-C2+ 3 T+C3.0-C3. 4 1+C3+0+CNt 4 1.04+OMA+1 4 12290.15-958 I+C2+aQ•7 2 t•G2.0•C1+1 2 1+02+0•C2•T 3 /+pw-C3-t 4 I+p+O+CJ•t 4 1+CI+D+C3«1Q+O+CZ+t 2 1.02-0.02+t 211+C2-0-C2-1 3 1•c3+0+CJ•t 4 t.C3.D.p•1 4 1.04+ap.T 4 kkii D.d.P..d., Custom 11.391-12016 1+C2+0-Q.1 2 1.C2+0-C2+1 Z i-C3+0+04.1 3 1-brO+pN 4 1.04-0.04+1 4 1.06.0+04+102-0-C3+1 2 1.02+O+C2•1 2 t+p+0.gvi 3 1.06.0.03-1 4 1+06+0+G«1 t t+G+MGN 4 62-1/a' K.jS.X, 12017.13.317 I.C2•O+C2+1 2 1.02+0.02+1 2 1.01+0+06+1 ] 1.06.0+01.1 1 1•G•D•Gvt 4 1+04+0+04+TC2-o+C2.1 1 1+C2.O+Q+I 2 I-p+0.06.1 3 1+p+0•C3++ 4 1+04+0-G.t 4 1+04.0.04.1 4 - -- K-K-K 1&398-17.018 1-C2+0+C2.1 2 1.04+0.01.7 2 1+03+0+07+i J 1+bb«p+1 1 1vG+MG«1 4 1.04+0.04+I02.0.02.1 2 NCZ+O+Q+1 2 t+06.0.06+1 J 1-C3+0•C3-1 4 1.04+0+04+1 4 1+C4+0+04+1 4 Cu.lom 1f.3o1-1].397 1-C2+2+02+1 2 f•C2+2+C2+1 2 t.C2+2+C2+1 31+06+2+C3+t 41+06+Z•p«1 4 1.06+1+01.702.2.02.7 2 X.02.2.02.1 2 t+G+2+02+7 J 1+01+2+03+1 4 1-0+2+C3+114 1*06+1+06+t 1 • - 60' )�-K-�. 11398-18.380 1+02.2402+7 2 1.02+2+02.1 2 1+02+T-Q+1 1 1+b-2•C7+T 1 1+03+2+p•I 4 i+C3+1+1:1+1C2+1.06-1 2 ivCZ+t+Q++ 2 1.02+1+CZ•1 J 1+03.1,1:3«t 4 HCJ+I+CJ+1 4 Hpvt+p+1 t --I K-K-K 15.361•19.641 i+02.0.02.1 2 1+C2.O+Q+1 2 1+C3+O.C3+1 J 1-04-0+04.1 4 1-CMO-G++ 4 1+G+0•C4+12-0.02.1 2 1•C2-0+02+1 2 1«p.O+gN J NG+O+CNt 1 I.GW+G+1 1 1+04+0604.1 4 to V Cutan 11.391-13.397 1.02.1+02.1 2 1•CZ+3+06.7 2 1+CIN+GZ•1 3 1+CIN+Cf+1 4 I•C3+4•C3.1 4 I+p• a) 'Q 3.01.1 02.2+02-1 2 1+C2+2+02+1 2 1+02+3+02+7]t+01.3+06+I 1 T+C3+3+C1N 1 1+CJ•Z•p.1 1 (>n A 7S YK_% 13.308-19.110 I-c2-3-02.1 2 I+C2+0+CZ+l 2/.C2+3+C2+1 3 1+06-3-!3.11 1+C3-3-C3-1 4 t+p-2+C3+1 2.2-C2•f2 1.02.2+02.1 2 t+Q+Z.CZ+1 3 I+q+2+CII f 4 1+C3Q+C3.1 4 I+p+2+06.1 4 r > �,11rKY,-K 19.111-21.611 1.01.0.02+1 2 1+06+0-06+1 Z 1.06.0.01-1 3 t•G•0.04N 1 1+CMo.G. 11+04.0+01+1 C2+O+C2.7 2 1•G+0.C3.1 2 1-C3+O+C3+1 7 1+04.O+C/-1 4 1.04.0+04+1 4 1+0+0+04.1 4 _ � O Qsl+sn 17.641•19.307 1H7H+Q+I Z 1+C2N+02•1 2 1+C2-4+Q«1 S 1+pN+CJ+1 1 1+C3N•CJ+1 4 1.043-3+C3+`I 4 1.ON3+C2-1 2 1•C2-3.C1+t 2+-Q+3-C7N 3 T+C3+3.CJ+i 4 1+043"+06+1 4 1+C3-NCN1 4 . 0 O 9S' K-K-K 19.396•21,300 1+Q.3+Q-f 2 1-02-4+02+1 2 T.M+4+QN 3 1+p-I.GJ•1 4 1•p+4-C3+44 1+08.3+C3-114 1.C2.2-C2-1 2 1-02-3+02+1 T 1+Q•3•Q•1 3 1-C3.J•C3.1 4 t+p+3-M.1 4 1+06+2+06+1 4 }p^ Q n� � � Yi-%-Ys 24.301•31.641 +C2+3+02+2 2 2+C2+3.02• 2 2+C2.3+M41 3 2.06+3+ 3+ 4 1-06-2-06.1 4 1+C3+2•C3-1 4 NQ+2-C2-1 2 YQ•NQ-1 Z 1.Q+2+CN1 3 I+C3+2+p-1 1 1+06.2+06.1 4 1-C3.2.tl.1 4 Q N N 7 0 I2R X'- -x 29,611-32.516 4.02+ 2 2+02.4+77+ 2 2+X7+4.=+2 3 2+C1+4.CJ+ 1 2+03+4+C3+ 1 2-pN+C3+Z 4 2.(7+3+Q+ 2 2+CZ+3+02• 2 2•Q.3+CZ+ 3 2.C3-3.06+ 4 2-C3-3+06• 4 2+06-2.06- 4 O-1 Oi p •9 = r 1) yi-K•K 32518•39.611 +C2+3.01+2 2 3+02+4+C2+J Z 3.02+4+042+3 S 2+bN+p+ 4 NC3+]+p+ 4 2«06+2-C3+ 4 2+Q+2+tom• 2 1.02.3.02+ 2 2.02+3+02+ 3 2+C3+3•CN 4 2+G+2+tl+ 1 2+06+2+G+ 4 Z U- y"tai m mop �y 140" Clulom •- •39,841 +C2-4-02+2'2 3+02.4-Q+ 2 2-I2N+CZ+3 3 2+pN-C3-2 4 NC3+4+p+ 4 2.C3+3+06+ 4 2-C2+3+C2+ 2 2-Q.3-C2+ 2 NC2.7• =W CZ- J 1+CJ+3+p+ 4 2+06.3+06+ 4 2+p.Np-2 4 WU_V X V t3 co Z Anchor Group B Anchor Group D r-Z 0 O � J 7.x0 LLI 0 35.1/4' K-K-K 11.341-11.391 1-C2.0+02-1 1 1+02+0+02+1 2 1-042.0.02+1 3 1•C2+MQ-1 4 OC2+0-C2•1 1 1+Q-O-C2+1 4 1.02+MQ•f 2 1.02.0.02+7 211,C2-0-C2+113 I+C2.0-M++4 1.02+0+02-1 4 1+02+0+02+1 4 �0 _ m Z N 3S' K-K-K 12.300.12.309 1-C2-NC2+1 2 I-C2+01C2-1 2 1+02+0+02-1 3 f+Q+0+Q+1 4 1+C2+0+02-1 4 NC3.O+p+l 4 t+C2-0-C2•i 2 1-C2+OrC2+1 2 1-CZ+O+Q+f 3 1-C24 1.C2+0.C2+1 41t+03.0-0- 4 Z C Z -m (..., of c- 00 ISt/C K-K-)< 11.391-13.397 I+C2-O+CZ.1 1 1+02.0+02+1 2 1+02-O+Q+1 3 7+p•Mb+1 4 1+03+0.06+1 4 1+G•WG-1 4 1+02+0-02.7 2 X•02.0.042+1 2 1.02+0-02-I 3 1.03+0.03.1 4 t+p-O«C3•1 4 1+G•O.GM 4 � W 0 O Yi-K- 1&308-14.693 1•C2+MC2+1 2 1•C2.0•C2+1 2 1+C2+0+Q-1 3 1+p-0+C&+ 4 1-CS+O+CS.X 4 t•p-O+C3-1 4 1-06+0+C2.1 2 1+C2-0+044 2 1,02+D+Q+f 3 I-C3-0-C3+t 4 t+C3-0-C3-1 4 1.C3.0-Cl- 4 -J N Oo 47-X1' Y•-K-K 11.191-12.207 +-C2-0•Q•1 2 1.C2.O.Q+1 3 1+C2-0-02+1 3 1-tl+0-p-7 4 1+06+0-C3+7 4 1-C4+0+C4-1 4 1+C2+0.02.1 2 1+02+0-02+1 2 t+Q+O+Q+1 7 1+p-0+06+1 1 1403-0.03.1 4 1+04+0+04+T 4 F or t-w 1 4 I+C3+0-C3-1 4 1406-O.C3+1 4 1-02+0+02+7 2 i+C2+0+Q+1 2 1+C2-0-CZ-1 3 1-p+0.p.f 4 1•p+GC3v+4 1+06+0-C3.7 4 'QS W 1Y,- -3i 12208-Sfi.�e 1+02+0+Q+1 1 1+02+0+02-1 2 1+02+0.02+1 3 1+b+0•p+ � O 11.301-12016 1.02+0-(7+1 Z 1+02+0-02+1 2 1+06+0-C3-1 71-0.0-0+11 1.04+0.04+ 4 1-G+0-04.1 4 1401+0•CNt 2 1+Q+0+C2-1 2 t+C3+0.p+1 3 1-C3+O+06.1 4 1+04.0-04-1 4 1+04+0-G+1 4 1' d Z n $ 82-1X0' 12.017.13.M7 1+02.0+02+1 T 1+Q+0+1R+1 2 1+tl+0-q+i J 1+06.0+06«1 4.1-04-04C4- (1.CA•MC4.1 1 1402-0.02+1 2 1.02+0+02+1 2 t+p+O.p•1 3 1.06.0+03.1{ 1+04-0+04.1 4 7+CA+pvGN/ Z •1•S Qt y 1&306-17.MS I♦Q+0+Q+1 2 1+02+O+Q+1 2 1+C3+0+C3.1 3 1+06-0+06+1 1 1+04+0-C4- 1 i+C4+O•G+1 4 1+C2+0-Q•1 2I+C2+WC2•12I-CJ+0-C3 1 3 1-C3+O+06+1 4 1+04-0+04+1 4 1-04+0+04+1 4 p11.391-13.307 1+C2+Z+02+1 21+C2+NC2+1 2 ++C2-2•CZ•1 3 1+C3+2+06+4 1+03+2+p+i 4 1.03.2+06+1 4 1+Q+NQ+1 2 1-Q-2+02.1 2 I-02-2•CZ+1 3 1+C3+2+C3-14 1-C3+2•C3-I 4 1406+1-06.1 4 =13.308-16.380 HQ+1-02-I 2 t+C2+2+C2.1 2 1.CZ+2+C2+1 3 1-03-2+pN 4 1-06+1+06-1 4 1•pvt+p•1 4 1+Q-1-02-7 2 1-pN+01-1 2 1-C2+1+QN 3 I-C3+1-06-1 1 1-C3•t+C3+1 4 1-pN•p+1 4 15,161-10.641 1+C2+0-C2N Z 1.02+0+02+12 i-C3+OM3.1 J 1.04+0+04*1 1 1+G+O+G+T/1.04+0.06+1 1 1402+0.02+1 2 1+C2.O+LZ+1 2 1.0640+06-I 7 1•G•0•CMI 4 1.G+O.CH1 4 1+04.6.04+1 { VQ � V11391-13.307 i-C2.2-C2-f 2 t+C2+3•CT+I 2 I+Q•3•C2+1 3 1-tl-3.G-1 4 1+tl-3+C3+1 4 1+C3-2•C3+t 4 I+C2+2+CZ+1 2 t+C2+2+02.t 2 I-C2-2+C2-1 J t+p+3+G+ 4 T+C3+2.p+)4 t+C3+2+C3-1 411308-19.1t0 1.02r1+Clrl Z 1«02+2+02+1 2 1+02"+02.1 3 T•p•]•p+1 1 t+06.2+01.1 4 1.03.2.07.1 4 1+(0.2+02.1 2 t«CZ+I+C2+1 2 1.02+2.02•-3 1.06+2+p+11 1+06+2+06-1 1 1•p•Np+1 419.111.24.641 1.02+0-Q+t 2 1+03+6.06+1 2 1.06+0.06+1 3 1+04.0+0.1 4 1KX-0.04.1 4 1+04+0.04.1 4 1402.O+C2-1 2 1+C3-0+C3+ 2 1-GM.C3+1 3 1+04.0-C4.1 4 1.G+OeG-1 4 1.04+0+04.7 4 Cullom 17.641-10.397 I+C2N+C2+1 Z 1+C2-3-02.1 2 1.02+3+C2+1 3 14p.3+p+1 41 I-C3-3+C3-1 4 1-C3-3.06+1 4 1+02-2-02+1 2 1-Q-3+CIN 1 1•C2-3+C2+1 3 1+06-3+p+1 4 1+p+3-C3+i 4 1-C3+Np+1 4 t�``K(•iY:'i' 00' K-K-K 10.396.21.380 1-02+3+02.1 2 I+02+1+02.7 2 1+Q+34C2+1 3 1+p-3+C3+1 4 ++06-3+03.7 4 t•C3-2+C3-1 4 1-C2.2+C2.1 2 1-02-3+C2+1 1 1-Q-3-02-1] 1+p+J.C3+7 4 +.C3-2.06.1 4 1+01.2.06+1 4 •'„• /p K-K-K +.361-3'.M1 1.02.2.02.1 2 2•CI•N f7+ 2 2-0-3-17.2 3 I+C3-2.CS.+ 4 I+C3+2+C3+1 4 I-C3.2.tl+1 4 1+02+2-042+ 2 1-02+2+G+I 2 HQ-2-C2+1 3 1+C3+2+C3.1 4 t-C3-Z+p•1 4 1.06+1.06.1 4 :�' p...• 87;- )1-)a-)( 29.611-32.318 •C2-3•C2-Z 7 2-C2-HQ• 2 1+CZq•02+2 3 2.p•]+C3• 1 2+tl.3+17- 1 1+p-2+06* 4 2.02.2+02- Z 2+Q+3+CN 2 Z• N 120' Q-3+02+ 3 2+03.1+p+ 4 1•p•2•b+2 4 2.07+2+06-2 4 i:;.. I DO K K-K 32616-39.611 2+02«3+(7+2 2 1-CNS•Q+ 2 1-02-3-C2+2 3 2•p+Ntl- 4 I.p-2403. 1 1-p«2+W-2 4 Z.C2+2-Q• 2 2.Q•2rC2+ 212-C2-3-C2-2,3 7.06«2+01+2 4 NG-2•p• 1 X+03.2.06• 4 0 140- Cullom - -31.641 .02+3-02+2 2 2+C2-3.02- 2 2+C2.3-Q-1 3 2+tl+3+C3 4 2+06+3.06- 4 2+C3+2.06• 1 2+02-2+02+ 2 2•Q+J+C7• 2 2+02.1*02* 1 2•C3N+CS• 1 2+CJ+2+CJ+2 1 2+06.2+tl• 1 - /••1 y116 -SI NOTES_ SEE TABLE 9 FOR DESIGN PRESSURE 1 C if 1)USE THESE TABLES FOR ALL W NDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FN. �'-7.5y: �U+;_+'�' '_ 00 An har Arch _WNOOW WIDTH-80.n 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE Max.Anchor O.C.8pa61np for Om+q E &.0 F MIN.SASH SIZE- 2 J)FOR SIZES NOT SHOWN,ROUND LZ TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. r "Inhpral-FM"Inab0.f2on z- 1.1' 4)'14-In-171"AND•1/3113-13'11401CATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WOTH RANGE A.LY O h1 &k.P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.456705 TABLE 9. Glass 7ypa4 Anchor Quantities for XOX Windows Z-4 Sash WkIL 24'HiNpIN 30"Hlal�tl 37 HalO1d 40'HelOtd 64'Hs gm 6T Helphl N HebM 37 Haft 3a'-w 4C HsI9N 64'Halp11 W He1pM ConbunUon g a a R.W.L.W Ran9a On) Haad 6 511Iii Head a Se H.'... was t aRIII Na.d 8!361 fi Haed a 801 E {iaad 6 B01 Head a S9 E F{aed 6 SIII Head a Sill Haad B S@ Head d am R4 i �i i Anchor Group A Anchor Group C 36-1M' K-K-X 11.!91-11.301 I-C2+O+C241 2 1-C2+0.C2-1 2 1+C2+0-C2-1 3 1-C2+0-02+1 4'I-CZ-0-C2+ 4 1+C2+D+C2.1 4 •� 3C X-X-K 12.308-12308 PRODUCTREVISED X-K-X 11.301.1!.307 1+C2.O+C2+1 Z t.C2+0+02+1 2 I.C2+O+C2-1 3 1.O+D-C3-I 4 1-C3-O+W+1 4 1+W+D+W1 4 O 45-1/0' t+C2.O.C2•1 2 1+CZ+0-C2+1 2 1+C3+0•C3+1 3 1+04.0.04+1 4 1+C1+MG+1 4 is mCldiog Cod..�iM,Iw PMW^ K-K-K 13.399-14.583 G.o.d+1 4 GPa w,4 a a° t 6.a 14 1 1-02-0-02-1 2 1+CZ+O+C2-1 2 1+C3.0+C3+1 3 1+W.0+W+1 4 T+C8.0+03+1 4 1.C3M•W+1 4 � D � CD K-K 11.381-12207 1+C240-C2+1 21•C3.0•CJ-1 2 I-C3+0•C3+1 314C4+0-G- 4140440•C44 4 _ y 471/4' f G-0+04+1 4 By 0) XXX 12208-18368 1-C2+0+C2- 2 1+W.0+C3+1 2 I-W+O.W+1 s 1+C3K1+CS-1 4 I•C3-O-C3+/4 1•C3+0.CJ•1 1 M.,o prodacL Ouatsm 11-301•12018 I+C2-0-C2-1 2 I+C3+0+W+1 2 1+C3+O+W+1 3 1+C4+0+G• 4 1+C6+0.05- 4 1+C6+0+C6+1 4 y 52-116' K_K_K 12.017.13.397 1+C2-0+C2+1 21+03+0+W+1 2 1+C3+O+W+1 31+CA+OMA.1 41.C6+O+C5.11 1+C5.O+C5.1 4 g K-X-% 13.389-17.016 1•c2+o+c2+1 2 1+Ca+O-C3+1 2 1+C3+0-C3+1 3 1+CA+O-G+1 4 1+G.O+C4•t 4 1.04.OH:4+T 4 N S Qslom St.J01-13.307 I-III-2-C2+1 21-CI+2+C2.1 2 1+W+2+C3.1 3 1.04+2+04.1 4 1•C4+2+G+1 4 1+u+2+G+1 4 p 67 X-X-X 13.696-16.390 Not Alowed 1.C2-I+C2+-2 1+C2-2+C2+1 2 1+03.2.03.1 s 1.04+2.04+1 4 1+G@.CHt 411-C4-2-C4-114 O V K-K-K 15.381-10.541 1•t3-0.C2.1 21*03+0+01+1 2 1.0440.04.1 3 i.CS+OM5+111+06+MCH1 4 1 1+CS.MC6+1 4 Walam 11.301-15.307 1+02.1.02+1 21.02+3.02.7 Z 1+C3-3+C3-1 3 1-04+4.31.1 4 I+C4-3+04-1 4 1.04+3•C9.1 4 ?(n A 73' ){-K_K 13.308-10;110 cm I-C2.2+C2-1 21.C2+3-C2+1 2 1+C3+3+W1 311-C4-3-04- 41-G-3-CA+1 4 1-C4-2-04-1 4 - > _ LO K-K X 10.111-24.541 i+03.0+03.1 2 1.04.0-C4.1 2 1.04+0+0441 3 1-C5+0-CS+1 4 I-C5.0+C5.1 - t-C3.o.C3+1 4 > � 0 0 Onbm 17.641-10.107 1+02.3.02-1 2 1-C2-4+C2+1 2 1+C3.4+03.1 J 1-0424+04+1 4 1+04.4.04+1 4 1+G+3+04.1 4 08' X-K-K 19.308-24.390 1-C2+J-C2-1 2 1+C2. D slop 0 LO J+C2+1 2 1+C3+4-C3-1 s I4u-4-C,1-1 4 1.0443+04.1 4 1-04J�� } (Y K-K-X 24.361-31.541 n 2-C2.2+1�* 2 2-C2+3+C2+2 2 2-C3+3•C3• 3 2.G.3+C4.2 4 1+0442+04.1 4 HG O20.041-32516 O 2.02+hC2• 2 2+C3+4+C3+ J 2.04+4+01+ 1 2+04+4+024 4 I+CA 32.619-30.641 .C2.3+C2+ 22+C3.4-W- 1 2+04+3.04+ 4 •3+04. 4 2+04 Z h IL-30.541 2+02.1+0+ Z+ 4 -2 4 2+04+3.04+ 4 2.04 U_U x d Z Anchor Group a An.%-Group 0 U,Z m O Lu 3 36.174' K-K-K 11.301-11.301 I•C2+D•C2+1 2 1+C240.42+1 z 1402.0-I3-1 3 1+C2+0-C2+1 1 1+C2+0+CZ•i 4 1+C2-0•C2+t I 1+C2-e+2+1 2 1+C2+0-CZ+1 11+C2+0+02+1 3 1+CZ+O+C2+1 4 1.C2+0+CZ+1 4 1+C2+O+C2+1 4 0> Y m Z 36'. S4-K-X 12.300-12!08 1-C2•o+C2.1 2 1.02.0.02.1 Z 1402+0-0241 3 1+d+0•W+1 4 1.043+0+0!*1 4 ,.C3+a.W.1 4 1•Ct•O.C3.1 2 1.C2+0+02.1 2 I+C2+0•CZ+i 3 1.C3.0+C3-I {1+W+MC3+1 4 I-C3-9+C3+1 4 z a z , po 45-IM' X-K-X 11.301-13.307 1+C2+0.02+1 2 1+C2+D+C2.1 2 1+C3+0-al 1 3 1-04-0-04-1 4 i-C4+O-04.1 4 1+04+0-C4-1 4 1•C2-O+CZ•i 2 I.C2+0.C2.1 2 1.0+0.C3.1 3 t-04.0-01+1 4 1+04+9+04.1 4 1.04.O+CI+1 4 121 LL X-X-K 13.398.14.583 1.03.0.042.1 2 1+02.0402+1 Z 1+004+0+W+1 3 1•CD•O+q.1 4 1+C3+O.C3+t 4 1+C-0+Cl•1 4 1.C2.0.C2+1 2 I+C2+O.C2.1 2 1+W+O+C3.1 3 1•W+O+CT+1 1 1+C3.0+C3+1 4 1+C3+0•C3-1 1 _ ui 0 J r 00 47y4" X-K-K 11-301-12 207 7.02.0+02+1 2 1.03+0+0}+1 2 I.CS+O+W.1 3 t+G.MG.I 4 1+04.0.04.1 4 1+d+0•C4+1 4 1+CZ+0-C2+1 2 T•C3+0.C3+1 2 I.C3.0+C3+1 3 (+04+0.04.1 4 1.C4.0+G+1 4 1+04+0.04.1 4 0 K-X-% 12.209-15.556 1.C2.O+C2+T 21-C3+0+C3.1 2 1-03.0•C3.1 3 1.C3+0•C3.1 4 1+C3.O+C3+1 4 I•C3.0.03.1 4 1.02.•02.1 21+C3+0•C3.1 21•C3.0•C3.1 3 1+Wo• Z I�35 O W+1 4 1•W+D-03+1 4 1.04!-o+W.l 1- Q J co Qralam 11.391.12019 1+(2.0+02+1 2 1+C3-0•W+1 2 1.C3+O.W.1 3 1+04+0.G.f 4 1+CSw•C5+1 4 1+C3.0-CEI 4 1. C2- 2 1+C3-0+C3+1 2 1+0+O+p+1 6 1-04-0-CA+1 4 1+C5+0.C3-7 4 /•CS-o-CYt 4 D Q 1"- 52-IW X-K-X 12.017-13.397 1•C2+0-C2•1 2 1+C3.0•0+1 2I+cs+O•C3+1 3 1+G+MON1 4 1+C8-O+CS+1 4 1+C5+0.C6.1 4 I+C2-O+C2+1 2 1+0340+C3+1 2 1+C3+0+C3.1 3 T-04+0+04-1 4 1+C6+0+C6.1 4 I.CS-O-05-1 4 r d � hZ 01 K-X-K 13.109-TT,016 1.01+0+a+1 2 1-W-0.03.1 2 1+043+0•C3.1 3 1-G-0+0424 4 1+04.0+04+I 4 1+04.0-04.1 4 i+C2+0+C2•I 2 1+CJ+0•C3.1 2 1+C3+0+C3+1 3 1+G+0+Ct+1 4 1+04+O+G-1 4 1.04+0+04.1 4 3 CZ' a 3 t11419m 11.391-13.397 1+C2-2•C2.1 2 1-C2-2+C2+1 2 1K3-2+C3-1 3 1+04+2+04.1 411-C4-2+C4-1 4 I+04+2-C4.1 4 I+ O O O N C2.2+C2♦1 2 1+03.2.02+1 1 1•W+2+01+1 3/+04.2+04+1 /1+04.2.04+1 1 1+04.2-G+1 4 = - O 60' N-174-)( 13.300-16.350 t+C2+2-C2.1 11+C2+2.C2+1 2 1-=-2+C3+1 J I+C4.2.G+1 4 1-04.2.04+1 1 1+04+2+CA+1 4 1+C2.2-C2.1 2 1•C2.2+C2-1 2,1-C-3-2-0-1!1.04+2+C4+114 1.04+2+04+/4 I.d+1+04-1 4 0 � Lb ~ V X-X-K 15.361-19.541 i+C2+0+C2.1 2 1.W+0-C3+i 11+04+0+04.1 3 1-C6.O.C6.11 1+05-DKA+)4 I+CS-O.C6-I 4 NC2+0-C2-1 2 1+W+O+G3+1 11.04.0.04+1 3 1+C5.0-05-1 4 1-CS+3+CS-1 4 I.C6+0+CSN 4 Z 0 3 QIt199I 11.301-13.397 I-C2-3.02+I 2 I.C2+3.C2+1 2 1+C3.4+CS+1 3 1+04+4+04-i 4 1-04+4+04+1 4 1-04+3+04+1 4 I.C2-2-CI+1 2 1+C2+3+CS+i 2 1+C3+3+C3-1 3 1.04.3-04.1 4 1-G-3+CA+1 4 1+04.3.04-1 4 a = {/1 76' X-yf-)1 13.300•19.110 1+C2•3+C2.I 2 1•C2+3+C2.1 2 1.C7.3.C3.1 3 1+CA+3.G+1 4 1+04+3+04-1 4 1+04+2.04.1 4 1+C2.2•C2.1 2 1+C2-3+C2+1 211-C3-3-C3-1 3 T+d+3+G1-1 4 1-04-3-04+1 4 I- KN •aF•D cr,,r u•24CA.1 4 Y.-Y-34 10.111-24.811[C2.3.C2.2 C3+0-W1 2 1-Gro+d+1 2 1.04-0-04-I 3 1-CS+o+C3+1 4 1-W+O+C6.1 4 1+CS+D+C6+/ 4 1+W+0.W+1 2 1-G•0-G+1 2 1+CA+O+G+1 3 1+CE+O+C5+1 4 /+C5+0+G5+1 4 1+C5-O-06.1 4 OI.IOIri 17.541•1939701.3+02-1 2 1+C2+4.C2-1 2 1+C3H+C3-1 3 1-G-5+04+1 4 1+C4H+C4-1 4 1.04.4-04.1 4 I+C2-3•C2+1 2 1+C2+3+C2-1 2 1+Wr/+043.1 3 I+GN-C4+1 4 t+u-4.04+1 4 1.04.3.04+1 4 .��t - ' Od 06' X-K-K IC395.24.360C2-3+C2+1 Z 1+C2+4+C2.1 2 1+03+4-C3+1 3 1.04.4-04.1 4 1+04-4-CI-1/ 1-G.3+CM7 4 1-CIN-CZ+1 2 f.C2-3+C2+/ 2 1-C3-3+C3-1 J 1.GM+d-f 4 1+C4+3-G-1 4 1-G+3-G-1 4 �';�:r'�{••" I� -� � fD X-X-K Z4.361.31.041 2 Z+C2.3+C2. Z 2+W+3.C3• 3 2+04+5+04. 4 2.04•!+04+ 4 1.04.2404+1 4 2•C2.2•C2• 2.2-0-2-a-2 2 2+03+3+W- 3 2+C4-WA+ 4 1+04+2+04+1 4 1.04.2.04.1 4 N X-X-K 29.041-32.51602+3-C2+2 2 2-C2.4+02• 2 2-C3+4-W+2 3 2+04+6.04+ 4 2+04.4+G+2 4 2.04+3.04. 4 2-C2.3-CZ+2 Z 2.03.3.02+Z 2 2-C3+4+C3- 3 2.0424.04+ 4 2+04+3.04+ 4 2.04+3.04• 4 V 127 K-K-X 32.516-30.611Ct•3•C2+2 2 2.C2+4+C2.2 23+03.4.03- 6 2+04+4.04+ 4 2+04+3.04. / +0443+04+2 4 2-C2.3 042+2 2 2.02+3+02.2 2 2.C3+s+C3+2 3 2+G+3+C4+ 42+04-!+04- 4 2-G+2-G+ 4 O140' dnlom .30.941C2+3-C2-2 2 2+CZ+4+C2+ 213-CS"-C3-2 3 2-C4-4-04-21412-04-4-C4+44 2+04+3-04+ 4 2+C2-3+C2+ 212-C24 2 2+03+4+03+ 3 7•GHM4. 42.04+3+04.7 43+04+3.04• 4 1 /t�- +�- - --h NOTES: SEE TABLE 12 FOR DESIGN PRESSURE ;�y't, rYr,l6 a 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAVE OR INTEGRAL FIN. -;{•�•.•'•. 00 - 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-41 SASH SIZE IS AS PER THE FIGURE. - - Ar,oAw YANDOw WIDTH-W.T2 Ma1I.Anohor O.C.9paolnp for "MON.SASH SIZE. 3)FOR St>ee NOT SHOWN,ROUND UP TO THE NEXT AVAILA9LE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. "In4pralFln"m.tifhtron G..P F 2 4)•1/4.1/1-1/4'ANO'1/3•lMl/3'INDICATE THAT THOSE STANDARD SASH CONFOURATIONS FALL WITHIN THE SASH WIDTH RANGE A,L N AIRIER.PF. 2.S IN THE ADJACENT COLLIMN-'CUSTOW INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p EA-- TAOLE B 111 O/M9taFlal 7.600• 3b00" J.b00' J.b00' --{ N Pert�X Desr:Tlptlon Material 1 620121 Fnms Head.SNI std -1 annel PVC �� Ats2- I' -�2• ��TT I"` '�z ```''jjj��� --yl'--- .oar �_ 2 620122 Frame Head.861 and Jamb-F• • PVC p I p T 3 820123 Frame Head.501 and Jambe-For PVC J I �1 I III T 4 620124 Frame Head,861 and Jamba-Equal Log PVC 2.146 2.us 2.14b z a/, p 13 620172 Anti-L16 heart/Tdm Ctww PVC � 14 620131 Track MealiInsert 9 Rai PVC O O 16 00156 Track hand 8063 TO Al 18 620129 Sash Rd(Sides,T S Bottom PVC .62I; 19 820156 Pull Rol Interlock 6063 7'6 AtJ_0. J-CANNEL •62S FLANGE FRAME FIM FRAME EQUAL LEG FRAME FRAME HEAD,SILL T O O HEAD,SILL 8 t O READ,BILL 6 O HEAD.SRL b � 20 820144 Pull Reg Intwtack Cater PVC 8 JAMBS T JAMBS z JAMBS JAMa9 21 820150 Light Sash Reinforcement 81183 TO AI 22 620751 Standard Sash Reinforcement 608376 AI 23 620162 HD Sash Reinforcement 8063 T8 Al ,.Bra" F— 1.841- +1 I O 24 620163 StandardMading R.0 Retnforcemsnl BODS T6 Al �{+ 1.boT 1,43r I I I v 26 620154 HD Meetitp Rall RelnforcemaN 6006 TS AI 7:L -- T 1�-- 2.700• 2176' 28 8201&6 H.D.Hortz.Rolar Mesthg Rail Refnlbrcement 800576 AI1.�0'26 81644 Weatherstrip,.187"x.270"Fh Pile jI29 61719 Wealhara ,.187 x.220"Poly Pie080,30 N8 x 1"Ph PH SDS vlock Mcurdng Screw) 410S9 1231- T 1.000 (-►.— yr 31 7N0012PPA 98 x 3-1/7 Ph PH SMS(Flied Meeting Reg Screw) 410 S6 1J ANnUrr INSERT t4 FIXED `O b TRIM COVER MEETING RAL 15 INSERT ,8 SASH RAIL 19 LIFT RML LIFT RAIL 32 71600SP Mas11ng Ral Screw Sulpod Plate 8083 TB Al O INSFJiT O O INTERLOCK O INTERLOCK COVER 33 720210 Weap Nds Cover PVC i 0 34 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock CSlasl X110 -300• —r(I�w1� �IL��.0J7�J0I _ "{J,f.'1L.1�0�0��f I 0 38 720199 Sweep Loek Call 2lnc '"I n 751• I 1.760' Lc---725 .715Ifr1J1 .77a' 39 no195 Auto lock Covw Assamttly Cast enc 61 J1 u IV >1] I"Tlr1+ 40 NB x 1-V6"Ph,FH$OS(Auto and Sweep Lock Screw) $S .o7s —�-�—T .025 —�(�7 �I 1.tb6k:7 Do 41 720200 Aulo and Sweep Lock Kasper Cesl anc I EXTRUDED I ROLLED LIGHT 54SH STANDARD � 7J IG BEAD 81 BCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O SASFI 42 78X74P PA et8 x 314"PH.PH SDS(Keeps,Sc raw) S3 REINFORCEMENT 43 7012FPTX #6 x 112"FPH TEK SS o u LasdaNle Top Canty Key Nylm 070 46 Leadsllh Bottom Comer Key Nylon f.184- r-•--- —r T__'{_ .070- 48 Locketils Top Comer Key Nylon .1.�. k 0�. -�� Fe Oso- N 070' .,9,- +. L�L1 ,.L o 47 Cat ks6le Bohan Comer Ks Nylon -allyT --�-- 48 720214 WMsi N on .160' -� 1,331' F� _W. J _ 1,J40' 184- V 73 820136 I.G.Band PVC 3i/VIDM2D ND MEETING HD HR MEETING 74 Backbaddhg,GE 7700 a Dow 791 Silicone 29 RD SASE, 24 MEETING RML 26 RAIL 26 RAIL PRODUCT REVISED LA 75 71684(6 Setting Block /8"x 2x 1/8"),56+1-6 dura. EPDM REINFORCEaffNT RENFORCEMENT RENFORCEWNT RErNFORCE4ENT b plyirget7U theFirrrida. -I 80 61011 Roll-formad Seraen Alum ,, I v�Qm+d�a I(s-0 ,!S 61 81012 Extruded Screen Frams Alum '' R.Mses ey: Oste: Ree•rem. Bry.ir"tioa ora 7D'a'1 ) 82 Extruded Screen Spreader Bar Alum 53 47042 W Screen Canty Key wilh Pug P.Ing PVC RsrHd or. pate. Rar1Mx Mfeeef de vrodeu m t4( w 84 47041 W/CKOLB Screen Comer Key No Pug Rep PVC - O 66 7CASPM Tenekm Sprltp SS - .'.r•- ` Or+.e A' 86 8181tK:46 Screen Cloth ® oesa<yseti O RIF 1 Fiberglass G./Y'I� �i WINDOW EXTRUSIONS&BOM J ROSOWSKI A 5T B183N61814 ,140'Screen S ine sehlne/Hand%ns Vit 6 •t; 1070 TECHNOLOGY ORNE 77t1c eel.: 00 --• •' N.vEr11cE,FL 34276 HORIZONTAL ROLLER-NJ 05/15/15 1.:'�:•'' .;�^1 P.0-Box 1529 N ITEM ( NOkOMIS,FL 34274 SerM1e/Medsk Seats: sin D�eesq Na Ae.�: 1)PVC B a 5-12.17,18,2T, AND 8 OR ARE NOT USED AND AR!NOT PART OF THIS APPROVAL. t�.l 2)PVC 9V ROYAL IMNDOW AND ODOR PROFllES,LTD_TO BE LABELED FOR AMA EXTRUDER CODE. ,A L "'�' CM.OF AUTR_ #29298 HR-5410 NT5 14 OF 15 MD-HR5410-01 A SASH ABLE 21: --- ASSEMBLY Egress Lock SM of Materiel MITERED FRAME WITH 41 DETAILS ® # pert# Description Material t rrrEatoR AND FXTERroa 100 TMC7024 MuKPP*Ft Lock or Cast One FRAAE WElD9 42 ,06 ® 101 73340 Opeletor motmOn Plate Steel 16 102 77.0'15 Mull' 1 Lock KasperAluminon a1 103 720214 Muk nt Lock Guide Nylon Z EXTERIOR ATTACHED �5 SHRAIL 104 220217-221 Te Bs h Vetea Slainlasa Steel 32 Q 106 71024X12HFX 0 x 1/T FOH MS 6t.inle.5 Steel 1 108 7EXIFPAX II 1'Pk FN SMS Stainless Steel rD l 73 X4 � 10T 76706FPTX w 3N'Ph.FH SOS 91ainNaa Steal y �•. +�::\ is m ATrACHEO TO 30 FRAME JAMB 1"-I EGRESSLOCK o DETAILS �I 40 INOT TO 6GLE A 39 � � w ea 83°RO _ \ 104 _ A OPT.AUTO LOCK V` 07 •.� FP.UeTuCTIA-F'JISED �-`� 20 ATTACHED TO e.c d)^es will.Oa Florio+ D LIL FRAME JAMB UuOM1ina lb'1 -O .�$ 16 70 Des 20711 00 42 + 101 16 1"'-., Misr Dale Proekr< 1000 82 t4 •���"• Q O O T. XI ••'-• _ 40 tN _ o 41 OPT.SWEW LOOK � `J ATTACHEC TO a IV 42 1 FRAME JANE O 1070 TECHNOLOGY DRIVE ~ lb al 61 16 MITERED FRMAE WITH N.VENCE,FL 34275 V 1 INTERIOR MID EXTERIOR ,lX! (941)-400-1800 FRAME WELDS Lon CERT.OF AlnM /20296 SCREENR..we sr OA.: a.rr,e: W ASSEMBLY �� "`!'! rD �. DETAILS , .. ' R.4.1nW w.e yue�. o1o.n oR 84 txTERIOR FRAME `� EXPLODED WINDOW VIEW J ROSOWSKI O ASSEMBLY G ' l6 nE` DETAILS HORIZONTAL ROLLER-NI 05/15/15 00 1)K 8 AND SOME PARTS/OPTtONS NOT SHOWN ON DRAWING FOR CLARITY. e I •. "~„r SM aNk 9ceN: Sh.et Drewlnr NA Rer. l 11 J•CHANNEL FRAME SHOWN.PART R 1.OTHER FRANF TI'PES APPLY. " !"IaL 4 HR-5410 NTS 15 OF 15 MD-HR5410-01 A 3)FOR REINFORCEMENT TYPES,SEE DETALS ON SHEETS 64. P'E''F'deM6 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 32 of 48 9/30/2016 Florida Building Code Online SCIS Meme i Lop in y Ucer Registration Mot Topics I Submit Surcharge ; Stats&Facts Publimbons FBC Staff SCIS Site Map Links i SearU Product Approval �� q P ' i e�USER:Public User dd {1oa L i Product Approval Menu>Product or AnoHotlon Search>AooUcation Llst>Application Detail NOV 08 2017 =_r FL x FL239-R24 PER-MI1TNG Application Type Revision St. Lucie County, Code Version 2014 FL Application Status Approved "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 drua rkO pgtindustri es.co m Authorized Signature )ens Rosowskl jrosowski @pgtindustries.com Technical Representative )ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-GER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved Dg/08/2016 https:/Moridabuilding.org/pr/pr_app od.aspx?pwam=wGFVXOwtDquS1Bu8CAEmBE7OC3NX3PGaDA1SWyATjg%3d 1/3 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 33 of 48 9/30/2016 Florida Building Code Online Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI,adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance FL219 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: { 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window { Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2037 Design Pressure:N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance FL239 R24 U 15-0612,10 SMI.Ddf (NCA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window { Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 239 R24 C CAC 16 7]404 Ddf { Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please.see Miami-Dade County Notice of Acceptance FL239 R24 I] 16-0714.04.odf (NOA)for product performance Information, anchorage Verified By: Miaml-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714,03.Ddf j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date { Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance FL239 K224 11 16-0714,03.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER I details,and anchor type,size, and spacing Information, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: :+ayc raert Contact ::2601 Blair Stone Road,Tallahassee FL 32399 Phone:050-487-1132 The State of Florida is an AA/EEO employer.Copvriant 2007.2013 State of Florida.;:Privacy statement::Accessibility statement::Refund Statement Under Florida law,emall addresses are public records.If you do riot want your e-mall address released in response to a pudic-recorcls request,do riot send electronic mall to this sally.Instead,contact the office,by phone or by traditional mall,if you have any questions,please contact 950.487.1395.sPursuaa to Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However ernall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an small address which can be made available to the public 70 determine If you are a licensee oder Chapter 4S3,F.S.,please dick hgr-. Product Approval Accepts: Credit Card Safe https://RoridaWilding.org/pr/fr_app_d•mpx?param= 'GEVXQwtD9uS1Bu8CAEmBE70C3W3PGaDAISWyATlga/e3d 3/3 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 34 of 48 NOV 0 g 2017 widwalb PERMITTING St. Lucie County, FL M 1 A M I•DADE MIAMI-DARE COUNTY 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.miumidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venlee,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 Velocity Hurricane Zone. DESCRIPTION: Series "5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,signed i and sealed by Anthony Lynn Miller,P.B.,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:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building eode.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 E 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#15-0519.06 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.04 M'Ar�i o®uNTv Expiration Date: July 30,2020 Approval Date: August 18,2016 G Page I From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 35 of 48 PGT Industries,Inc. 3 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No.15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115/15, with revision A dazed 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 fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseal®spacer system,Super Spacer®NXTTM spacer system and XL Edge7m 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 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 Id.almis Ortega,P.E. (Submitted under previous NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and shuctural analysis,complying with FBC-5u' Edition(2014),dated 05115/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder previous NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). ti Manael Per .E. Product Control as finer NOA No.1 14.04 Expiration Date: July 30,2020 Approval Date: Aagust 18,2016 E-1 From Team K5 1.407.469.3499 Wed Nov 8 08:30:56 2017 MST Page 36 of 48 PGT Industries,Inc. r i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I I E. MATERIAL CERTIFICATIONS(CONTINUED) 1. 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. 2. 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. 3. 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-5th Edition (2014), dated May 15,2015,issued by manufacturer,signed and seated by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.06) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 1 S-0519.06) 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. (Submitted under previous NOA No.15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.06, issued to PGT Industries for their Series "5400"PVC Single Hung Window-N.I. approved on 07/30/15 and expiring on 07/30/20. Manulk Per E. Product Control , am' er NOA No. 16- 4.04 Expiration Date: July 30,2020 Approval Date: Angust 18,2016 E-2 EXAMPLE FORE �26-IIV MAX O.C.� 21-6/6 ANCHORAGE EXAMPLE DESIGN PRESSURE RATIN0 I IMPACT RATING RADIUS-TOP _ 62-1/6•MAT(•BUCK WIDTH MAX O.C. Fes' FTS VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SW. 12'MAX FROM HEADER(MINT.FOR ALL LEVEL.SEE SHEETS 6.7 BILPACT RESISTANCE FOR ALL FRAME SEAM 12'MAX. / / - WRWOW TYPES( cO WINDOW TYPES) / B-SEE _ MAX.O.C. 1 1 62-t A'MAX.SUCK WIDTH {�- // ( SHEET 3 / 10•MAX.FROM I SEE SHEETS II{ 1-1P A-SEEll 12'MAX FRAME SEAM 0,SNS +"1 e&9 4 B,SEE _�.�30'MAX D.C. 12 MA(. SHEET 3` ,FIXED VISIBLE L SHEET O SHEET 3'• 1 LIGHT WIDTH 6,BEE L�30•MAX O.C. l —."H_ '�-"-�-12'MAX. G.SEE M SHEET3� 11 IYNAX. FIXED 9NEETa - SHEE74� / + EQUALLY I / VISIBLE T A.SEE 12'MAX-1 I(Ii SPACED Ol EGUALLY I 17-7/8'MAX.O.G LIGHT 17-7/8'MAX.O.C. 3rIF_ET3 SPACED ANCHORS PER HEIGHT_ - / � ANC)K) PER I —1-- TABLES 8 d 7 91.Ta' SPACED 17-716"MAX O.C. CHHHT TABLES PER MAX ANCHORSPERUALLY J O / / IG F- O 64 O euac rABLEs s a l`l V) 1M7C O Bu1SC - --�— MAX T- HEIGHT SUCK AS SHOWN ,0"MAX.D.C. eucx 10•MAX.D.C. lo•MAx1p.C. O X _4 _-- , HEIGHT X i 4 ._._- X j - y HEIGHT X !1 (pX� f _._._ 1}]/_14' LaIAX.O.C. Ll ALLY 13-314'MPX.O.C. EQUALLY 6A9N 1}3W MAX O.C. EQUALLY _ N SOP CED —L SPADED VISIBLE �- SPACED `� SEE L.J ANCHORS PER ANCHORS PER LIGHT ANCHORS PER 6 SHEETS / TABLES ed7 / AlTABLES 6aI / HEIGHT TABLES 67 _ ---- --.T 889 / C 0 1 1 M 6 Vr MAX. 'I 6-vr MAX .6.17 MAX __ NOANCHORSAT SILL NOANCHORSATSILL _ N A CO B B-r-- � B f 0+-- 1.114" SEE SBL WEEP- SASH VISIBLE 6EE SLL WEEP- BEE SILL WEEP- "I SEE 941 WEEP- SILL 52-Ve"MAX BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, 62•V8'MAK B1JCI(WIDTH NOTCH DETAILS, NOTCH OETAdS, CIO SHEET LIGHT WIDTH SHEET SHEETS EHEE14 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME o SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION T SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITEHROCONFIGURATION Z FOR ANCHORED THROUGGHH THE NAIL-FIN 76•HEIGHT SEE TABLES 6&7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) N GENERAL NOTES:SERIES 5400 NONIMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.„...__......._._.1 r? 1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} ELEVATIDNS._.......................-1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,CUSS d ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY.USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS..............._._.._.._2 CONCRETEMASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE 6 M 4)ALL WOOD BUCKS LESS THAN 1-1/2•TH1CA ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE-WOOD CK _ BUS EQUAL LEGSOX._._.._._.3 DEPICTED AS 2X ARE 1-112_THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN INSTALLATION,INTEGRAL FW AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR} a.l-CnnNNEL..._.__.____.4 1,p S1 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS.. !r SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES-.____...6,7 8)114•MMX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES --.S.9 7)DESIGN PRESSURES: EXTRUSION PROFILES........-.....10 CD A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300, ASSEMBLY d PARTS LIST........11,12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300, STANDARDS U96 L..j 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),STH EDITION NOT BEEN USED W THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTCR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 In WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •AN3UAF&PA NDS-2012 FOR WOOD CONSTRUCTION PROUII(.-T REVISED ]C S)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUM WLIM DESIGN MANUAL,ADM-2010 m nmplTi.6 wllb do Fk” 10)REFERENCES:TEST REPORTS FTL-7964;ELOO ULTRACON HOA;ELCO CRETEFLEX NOA:ELCO AGGRE-GATCR NOA:ROYAL WINDOW AND DOOR PROFILES,LTO WHITE a BRONZE&IGHTER eAISI-5100-071S2-2010Du"' Cud• SHADES OF CAP COATED PVC EXTRUSION NOA•S;NATIONAL DESIGN SPECIFICATION FDR WOW CONSTRUCTION,ANSUAFaPA NOS d ALUMI M.DEk& UAL AcecPWee No(�0'0 )4- - 11)APPLICABLE EGRESS REQUIREMENTS TOME REVIEWED BY BUILDING OFFICIAL 0 ,�I-;:I A y,`•��, Redd Sy O.I.• Ila, ; Expiiw OW. A/ � H `........ .: i� JR 05/05/16 NAooeosPACER3 1•Y USER INSTRUCTIONS: ,+' rL TO SHEET 11. Mi06 N C 1r " R.de.d Bye 0ol.I RevY/.A: Q 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM S MT M ACE 7. `:t,:• Y(U.jdlYlki L 2)DETERMINE THE MOST SUITABLE ANCHOR CROUP FROM TABLES 2 CR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ LL 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSOR=FROM TABLES 40R6.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - • Oe.e/1PB.A+ A m BY: OPFIJWO OBTAINED IN STEP I. GENERAL NOTES 8•ELEVATION J Am 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES B OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS ">'�/�r G =•-� FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i.CldtiF;.•` ;'���, 1070 TECHNOLOGY DRIVE True polo 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. "- N. VFJUCE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '/�"k)f`{;';:•`��` (941)-480-1800 NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE, AN/1• I 111 Sad../Lfod.L S.W. uE Nlrorbe6 Hes I'— !NTEORALFIN OREQUAL LEG/BOX). AL LYNN PE. CERT. OF M/TK 129296 SH-5400 NTS 1 OF 12 MD-SH5400-01 A TABLET:ALLOW G..ASS TYPE Frame Gla. Frame Frame Glass Description(Listed from Exterior to Interior) DeslnPressure Type. Upton. connpc Snapea Installation Optlanalnet rosy be urd Type Table* SheetB (ass Flg B) (see Table 1) (see Fip nl (see Flp q 00 1 3/4'LO.'i/8"A Exterior Ca +1/2'Air Space+118'A Exlerior Cep 4 0 ....Into 2X Wood Fnms/Buckstdp-shoal 3,option 1 �t Equal-Lite, Square/Recl., 2 3/4"LG.:V9'T Ex leder Ca +1/2'Air Space+1/8'T Exterior C 4,5 6,7 FNWa of the v 1M trams _.into ConwdalCMU-aheel 3, 2 P P GLAZING NOTES: (02) 1-4 OrieYPmJ.w Arch-Tap 6 of the window...-.. -...thrauph 1%BuckvM Inle ConerddCMU-shed 3,apltm 9 O 3 3/4'LG.:3/16"A Exterior Cap+3!B"Alr Space+3/16"A Exterior Cap 4,5 6,7 "A..ANNEALED 6 Couag. Radius-Top 00 4 314"LG.:3/15"T£xlatier Cep+3/8"Air Space+3/16"T Exledw Cap 4.5 6.7 •T'=TEMPERED Into Metal-+heal 3,aplton 4 M ....Into 2)(Wood FramdBuckeldp-.Mat 3,option 1 Box/ Equal-Lilts, Squara/Rect., Through the FenIa ....Into Concrda/CMI/-aheel 3,option 2 N Equal-Lep 1-4 Oriallpmwew Amb Top a of the window..-... is (p/) 6 Cottage Radus-Top ....t hrough 1%Buckaltp Into Canwde/CMU-shad 3,option 3 ITABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME � ....iNo Metal-a sal 3,option MIN.OF 3 THREADS MIR.Edge Mtn. Through the ....Into 2X Wood Freme/Bucwtdp-shed 4,aptlon ti Group Anchor Substrate BEYOND THE METAL Equal-Ula, Sglrsre/Rect., -„Into Metal-abael 4, Yon 7 Distance 6nbsdrnsnY SUBSTRATE.FOR J-Channel inle0nl ln...... op to 1-4 Grid College Amh-Top 8 � P. . oulhem na -0. 1- STEEL STUDS, (rt) Through the trema •--1nlo 2X Wood FramelBucksldp-shad A.option 8 ( ) 6 Coflags Redlue-Tap 810 SMS MW.Fu.46 K316 d the Window...... Jnto Maw-sheet 4, tion a Steel,A38' 3/6” 0-�0" MIN.Fy33 KSI, op (steel,1841 S.S. Steel Stud,A853 Gr.33' 3/B" 0.0451'(18 Ge.) Through the ...info 2X Wood Frama/Suckstdp-shed 4,option 5 O or 410 S.S.} 'UNGROUTED CMU" Int ry fh Equal-Lila, Squere/ReaL.Integral in...... .,into Metal-Ghost e,apllm 7 IV A Alum num,8003-T6' 3/B" 0.060' P.T.Southam Plea SG=0. ) 7116, 1-3/8' VALUES MAY BE °a 1-4 Odd/Prouew Amh-Top s ( USED FOR GROUTED �3) 6 Collage Radius-Top Through the seme --•.Into 2%Wood Fraeta/Buo"Irlp.shed 4,option a In 3116"steel Uttracon (Artcrala(onto 285 k51) 1 1J/8" CMU APPLICATIONS. of lbs WndoW..... ....Info Mda1•sheet 4,apgm B Ungroul CMU,(ASTM GBG) 2- 1-1M" P.T.Southern Plrb(SG=0-66) 8/16" 1-318' FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 812 SMS Steel, 38' 3/8" 0.050" W B (stall,168 S.S. Slsel Stud,A563 Lar.33' 3/B' 0-045"(18 Ga.) O or 410 S.S.) Aluminum,8083-T5 ' 0.063• 00 1!4'S1eeI Ullracon Concrete(min.2.85 kal) 1" 1-314' 2 4 C UnConcrete CMU,!/OSTM C-90) 2-f2" 1-UI" QUAL O 114"steel Crdeflex Concrete(min.3.35 sl 1' 1.3/4' �j sox oR Z 1/4'steel UYracon Concrete(mln.2.85 st) 2-1/2' 1314 O/ FLANGE E LPG 1!4"steel grsoon P-T.Southern Pine(SG=0.56 1" 1-318" EQUAL-LATE aWEL COTTAGE 1/4 steel Crelellrx Concrete(inion.3.35 ksl) 2-112" 1.3/4" ,n D 1/4"steel Crelelex Ungrouled CMU,(ASTM"0) 2 -114" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" JIB" —.-)BUCK WIDTH --=-{BUCK WIDTHF-----{BUCK WIDTH {— "7 U4 sl Aggre-Ga10r Concrete(ruin 3275 ksl) 1-1/Y -Ve - M Tnrn - P.T-Smlhem Pine SG=o.55 1114'steel Aggre-Galor 3 Grouted CMU, ASTM GAO} T 2" INTEGRAL Z1CANNELFIN 1 E -L11 TABLE 3:ALLOWABLE ANCHORS THROUOt1 THEWTECR4LFIN ECTANGULAR RADIUS-TOP ARCH-TOP Mtn.Edge MIR. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT RPVISM ]C Group Anchor Substrate BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING a aaegeyiey wMvm plmtlr Distance FmbedrnanY DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM si1" a.4ma. w IG"O 4.O¢. E 2-112 x.131'Cammm Nall P.T.Southern (SG=.55) 318" 2-7110" THE TABLES ON SHEETS 6-0- 01 2-ton Rbpshank Rooing Nag P.T.Southern Plne(SOe.55) 3/8' 2-711W Row" Bi' eet'r R.w+an: n�r�• P.T.Southern FrIns(SG-.55) 1/? 1318' •'tifil_(•�„' uy 810 Trusshsed SMS Alhum,Bonn. 318” 0.050' a d..e M set. R.Ndonr MYmri "Pn"I.ct L.L. (a lor 4100 BS.S.)ed, .S.)6. unSisal Stud,Or,33' 3Po" 0.0461"(18 Oe.)LL F Blasi,ASC' 9/8" 0.050" 'MIN-OF 3 THREADS BEYOND - � B D.aMptfon: Brawn W. P.T.Southern Pim(SG-.66) 8/18" 1-3/a' TME METAL �' 6 )H f 6 •;': GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 812 SMS Altanlnum a063-75' 3/8" 0,08 SUBS7RATE.FOR :i (dad,1"S.S. Sleal Stud,Gr.33' 3A- 0,050" STEEL STUDS, /:-•. :;+-" 1070 TECHNOLOGY DRIVE ITH.: u or410B.S.) MIN.Fu=46KSI a '• i `• n.:��.'�•'..�:". N. VENICE.FL x275 SINGLE HUNG WINDOW INSTALLATION NJ 05/15/15 Steel,A361 Ver. 0.0601 MIN.Fy33KSI. -.•,'•..•.... (941)-4aO-180o ..••...;''(`".:';�� STM/AkJ.1: SmMr - A.C>tr RALEA?a.E �� 2929a SH-5400 NTS 2 OF 12 MD SH5400-01 R A P.E.r6 ,05 / INSTALLATION DETAILS FOR FLANGE 81 EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEC4AU. SUCKSTRIP INTO CONCRETE/CMU. Do OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT ^^^TTT-- O FRAMEINT02X WOOD ' (••� 1/4'MAX SHIM tfi 1N'MAX SHIM -+( F+— - FRAME OR BUCKSTRIP. 4— I SASH VISIBLE 17 I 1 IT SEE NOTE 2•THIS SHEET. EMBEDMENT EDGE 16 LIGHT WIDTH I DISTANCEEDGE fr1 FLANGE FRAME �� DISTANCE •,}•,^ Ny SHOWN 44 BALANCE Nm 10 �114'IAAX TYPE VARIES - — TYP.ANCHOR CLTYP.TYP.ANCHOR TYPE, 42 WITH SASH TYPE, EMBEOMENTAND WEIGHT 54 ANDEDMEM I- TYP.ANCHOR TYPE, 30 AND EDOE V') 2 EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER I� DISTANCE PER SUBSTRATE, EDGE SUBSTRATE, SUBSTRATE, r n 87 711 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. XTE OR ., DISTANCE SSEE HEE�IE 2 � � .. 4 N D FD(ED VISIBLE V FIXED 19 201 OPT.SASH TOP FLANGE I LIGHT MOTH 'V-- I EQUAL VISIBLE (LIFT RAL FRAME 2 ILEOMOX Ln UGH NOTES: SHOWN - BUCK WIDTH ���"'lll FRAME FOR ALL WINDOYYS: O HEIGHT 1 END AMCAT ANCHOR 0 3.55' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN FROM 19 46 SUBSTRATE-APPROPRIATE 21 CENTER. ANCHORS LISTED ON TABLE 2. C 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND L OVER 38'WIDE: DADE APPROVED MULLION.FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. 73NINE I EDOE DISTANCE LIMITS.ANY 00 O AOR ADDITIONAL MAY BE VERTICAL OR HORIZONTAL BEE SUBSTRATE PROPERTIES.TABLE 2 SHEET 2. SCREWS 016-3fS• INSTALLATION OPTION SHOWN MAY 14 45 411 47 O BE USED ON ANY SIDE OF TME 35 FROM ENO. � C FOR WINDOWS WITH WINDOW 1f4"MAX. _ BUCK BOTTOM LOCKS: SHIM 110 OR 1112 STEEL U4'MAX: Z 1g 21 MASONRY ANCHORS MAY BE 60 ADD ADDITIONAL SEI .AILLNG -"") �' SHIM -0 HEIGHT SCREWS 0 8-9111• USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE I 41 SHEET 2.ALL WOOD BUCKS LESS 30 FROM END. TABLE 2, THAN 1-1h"THICKARETO BE SASH CONSIDERED IX INSTALLATIONS.IX SHEET 2. a) E TE OR O VISIBLE WOOD BUCKS ARE OPTIONAL IF 1 LIGHT UNITSUBSTRATE.WOODINSTALLED OBUECCKTSLY TO M HEIGHT 18 DEPICTED AS 2X ARE 1-11T THICK USE EITHER OR GREATER.1X AND 2X BUCKS OPT. BS LATCH OR (WHEN USED)SH/LLL BE DESIGNED [T (2)1' 117 30 SS 81 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE ]LEC—,eOX - INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME WEEP LOCAi,oN:B-NS' CESIGIN ANO INSTALLATION IS THE SHOWN NOTCHESAT 60 FROM SASH END. RESPON51BILITY OF THE ENG.NEER EACH END. OR ARCHITECT OF RECORD. ,...1 nRIOR LIGHT WIDTH OR HEIGHT INSTALLATION .3 INSTALLATION (ALSO � g 68 (ALSOSO RE EXTERIOR REFERRED TO AS DAYLIGHT MIODUCf 118VISBD Y 57 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 ......pF 1;,,y..De lee FIM" BEADINO'f0 READING. � ANCHORED THROUGH ANCHORED THROUGH B.iIJLr-Code E EQUAL-LEGIBOX 1N'MAX SHIM FRAME INTO METAL FRAME INTO METAL A—P...1,4.16.014= fRAME SHOWN p R.W..d 9i: Dah: R.W.fe� evn:orNa ONe 8 .27'X 11.26' .ti•i"r,:...•.... •!,•' N�.0 ProdwlC E WEEPHOLE 111 REQUIRED IN VISIBLE LIGHT FORMULASWIC 0 •� - - FLANGE OR _ _ EOUALIEG WIDTH I<'.3 � LL 297`FROM : EACH ENO. FRAME SILLS ®SASH:BUCK WIDTH-6.1R' Do—fp"u S FIXED LITE:BUCK WIDTH-4.3fe• '=•a a • 6 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL•LITE) !-' 'lrir I.Q; !f 1070 TECHNOLOGY ORAE TWc not., VERTICAL SECTION BB=g BUCKHEIOHTr2-3.15/la- :!I;f;lr�f,. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 �;•'�`�•.... (S41)-480-1600 rt:l l4.`'::•`'� 3�rbs/Yd�e SaaY: Se.N: Dlaldnp Alo. Mr. A!LIYNEJP.E. CERT.OF AUTH. �292B6 SH-5400 NTS 3 OF 12 MD-SHb400-01 A HJ6117IL PW706 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRP.SEE INTO 2X WOOD FRAME OR CO ANCHORED ThROUGH INTEGRAL {-+• EMBEDMENT NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE ,III FW INTO 2X WOOD FRAME OR 4-- BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 114*MAX SHIM 18 l:'MAX SHIM p SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE17 FRAME DISTANCE PER SUBSTRATE, LIGHT WIDTH SHOWN SEE TABLE 2,SHEET 2. -[} SCREW SHOWN) M BALANCE _0) 1 EMBEDMENT o to TYPE NARES a `7!+'MAX SHIM 42 HATH SASH 1 CN TYPE, STGE WEIGHT 64 EMBEDMENT DISTANCE SD AND EDGE 31 , DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. I'l - 1B (,NAIL SHOWN) T OR 87 TYP.ANCHOR TYPE, 1--- INTEGRAL EMBEDMENT AND EDGE O 1 3 FIN DISTANCE PER SUBSTRATE, fV FIXED 19 20 OPT.SASH TOP �..' FIXED VIS F. VISIBLE LIFT RAL J-CHANNEL LIGHT WIDTH FRAME SEE TABLE I,SHEET 2. to LIGHT FRAME 1 SHOWN (NAIL SHOWN) HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR 0 3.5r BUCK WIDTH MO S_ 49 1 48 21 FROM END AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 O D OVER 3d"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 73 0 1K"MAIL. DADE APPROVED MULLION.FEC COMPLIANT ALUMINIUM/STEEL FRAMING OR STEEL STUD. 00 ADD ADDITIONAL AND EDGE ON OPT)E LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2&3 3HEET 2. 14 45 48 47 SCREWS 016-318' INSTALLATION OPTION SHOWN MAY �� 35 FROM END. BE USED ON ANY SIDE OF THE fOR WINDOWS WRH WINDOW. O BUCK 0 BOTTOM LOCKS: FWIGHT 16 i10 OR/12 STEEL A MAX Z D� ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SCREWS @ 0-318•' USED INTO WOOD AS PER TABLE 2, SELF-OR, SHIM 85 30 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G6),SEE THAN 1-112'THICK ARE TO BE TABLES 2&3, SASH CONSIDERED 1X INSTALLATIONS. SHEET 2LIGHT EI ER40IR VISIBLE 1X WOOD BJCKS ARE OPTIONAL IF '7 HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO lzr SUBSTRATE.WOOD SUCKS f>1 LATCH(SHOWN) 18DEPICTED AS 2X ARE 1-172'THICK OR BOTTOM Q1 OPT. BB BS LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS TESTED (WHEN USED)SHALL BE DESIGNED INTERIOR b1 31 30 83 LOCATION:IT TO PROPERLY TRANSFER LOADS FIN MR ANO WEEP FROM SASH ENO TO THE STRUCTURE.WOOD BUCK FLAN REMOVED (� DESIGN AND INSTALLATION IS THE I4FIELD C:) NOTCHES AT BB RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH ENO. NO ANCHORS OR ARCHITECT OF RECORD, FRAME SHOWN [� REQUIRED W FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR hEIGHT INSTALLATION EXTERIOR INSTALLATION to THROUGH FRAME. (ALSO REFERRED TORS OAYLIGHT OPTION JJ''''�� OPTION8 PRODUCfFREVISSD 1H•N/X Y OPENING)IS MEASURED FROM �J uc wnyNOi,yI n114 M Flur(d. INTEGRAL FIN (�'3MYN BEADING TO BEAOWC. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO OuildaF Code 16,0 G4,0 ?` FRAME SHOWN o i INTEGRAL FIN INTO METAL METAL(INTEGRAL FW,FLANGE REMOVED) Awnpuaw Nu 4• It _L 111.. E�pml N 27'X 1.25'WEEPHOLE ,t1'. R.Ne.d Bl^ A.Mrbn: 1- / w7CAVERQ2.87^ T _,•:( J i MI�n1 r:a►a co wd 3B FROM EACH END., .,�I1 V1;•'•.•R�', VISIBLE LIGHT FORMULAS :5" Ji.d d Br f>ak d.twa., L TYP.ANCHOR TYPE. EDGE DISTANCE l r EMBEDMENT AND EDGE 1 WIDTHi•.,.:F%7'I� DISTANCE PER SUBSTRATE, _T 6SASH:BUCK WIDTH-8.1/2- D.wAPIorI: SEE TABLE 3.SWEET 2, -�(EMBEDMENT �,Fu(ED LITE:BUCK WIDTH-,-3/B' t'(• J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 6 116 rv:: HOGHT(EQUAL-LITE) L IF .'•�:�1: 1070 TECHNOLOGY ORIYE Alf.: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3-15/18 :;;;,:.:.•:: ; '' N. VENCE FL 34276 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGh INTEGRAL FIN '::;.�'...•..•... INTO 2X WOOD FRAME OR BUCK- �•�r���•tIt iIN,•'•t :�;�: (941)-480-1600 S.1-/fid: Sealr Sb STRIP.SEE NOTE z,THIS 3HEE7, A'L PF1aT�P•e CERT.OF AWK 02NOO SH-5400 NTS 4 OF 12 MD-SH5400-01 MA CQ v 4- 0 H IT v ro CL +� 314'NOM. 9/4•NOM. �-•� �{ 3N'NOM. W NOK n 0 1/6'A GLASS1/8"T GLASS 3/19'A GLASS 3/19"T GLASS N 1/2"A1R SPACE—'— PACE 112"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE �+ 1/e•A GLASS 118'T GLASS 3/19'A GLASS 3/10"TGLASS---� EXTERIC a a EXTERIOR �]EX_TERIOR M � LIf TB'TD 767➢, 6TB o GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 z 1 1/2"NOM.GLASS M WE TYP. 73 74 '7 n 0 91 EXTEFJOR 75 a 39 30 rttooucrRavls9D Y m..-MAYMN wide thr Amw A.c;Pt.o e. h1a ICn•O -04- 41 .!1 1 f t t l l I Rnf-d 9yt Dab: Rarbbn: CxPiisliun Oxe /�r� I— - - .iii•' //�. 0 TYP.GLAZING DETAIL Rstrnd e,: mbi R-W- LLL 1 •' O OMoAP9ont Dwn*•: GLAZING DETAILS i`ROSOWSKI -•-/l�•. 1070 TECHNOLOGY DRNE Rlb: Dotr. 01A2_INO NOTES: 'I"t N. VENICE, R 34276 SINGLE HUNG WINDOW INSTALLATION-N! 05/15/15 A'•ANNEALED •moi.'' '`/.`:t`-!":.•'• (041)-480-1900 'T'.TEMPERED •.'...- SMora/Llodrt SoNTSda 5 tOF 12 O.roaBtDD NaSH5. 00 Rw•/ "Y y'° iP CERT.Of AUDI. 12920e SH-5400 M4 -01 A ALYpw a u+m s..n a n Dulpn rra.mr•AD.n+I -- - _--� 1•. oYcnglDnaa... N.`rN 141x..1.7.1 rw'.B w1.lw A..•• w.mw..a aTdNO NI pm smn IlY 7a » ri » m M 9.775 oo t-_Iw it- •bA IN. 1141.1 1-11.0 ♦bA I 4NIC 4MO .Ne I 4-P ♦NA -"A INA 1 -21 d•.n•ie G.I+M _IT N. 0 •wA -Im0 N. -INO wA -1 m.0 .NA •1 A •mA -tm. •NA a7.o wJ Ju x. Owb lN•H.111 a -fa. •mA -ImA •mA -INAI • 0 .-a .GOA -1000 wA -110 .NO -N.1 O IYE•N hs1Y 1.x)7.1101! NOA -fa0 w.0 •fm.D •NO -Im.O •N.0 -IN.. ♦b0 -lm. .b.] -A •NA J A ` W "117.x..Tw •NO •INO •N.0 -Na0 .w0 -M. • ., -tmA ♦NO -Im, •ND JLA • p .1 ,V dutlu IW .ON•11AA • .0 -1NO •N,0 INA N. • •400 o +N0 •000 • INA • 1 J"7. c 1 Jn•m.NI .0 -1mA .• -100.0 . 0 -tb.D •{DJ Am.- aI.. -Im ..0 aa. • A .164 N IU -i 11 4b0 -IN. rN• -1.0.0 •NA -w.0 .Na •INA •NO -1 0 IwA JIs -4 -N3 fYe.m If3)7-NAU .a0 -1m.0 IND .WA we --A .600 -Ia0 ♦b. -104• •b0 .1 •N. -7L 771 .11••1 ..A-»lll IN -10.4 All to.. ♦ D -INA ♦N. i.. no JOA .w0 a•A -T (� CION aIN man-a.bx . 0 40r0 .N0 -Nae "a .e INA -me .Sam l INA J..] 0 .71. }1EAOER CL NW 11n-as •m.0 ­A .w.0 -TNA ♦NO -1m,0 •100.0 ..a. -11.0 .b0 J.A .NA •mJ M N --TI U .N ..0 .m - 0 ♦ 0 0 INA -1 .A • 0 -1N. 71 INA N nw4. t7.a -aa.a •N.0 - .ND -w.D .KA A aN0 40.0 •NA -44A Ift. D aai In LYON 10. -,7Am . -1m1 ♦ A .. aNA ♦a0 -aD ♦a0 .0A • A a.A alJ al,.enl 11.]T7-N..N w.s -1mA N.0 -tat0 .NJ -MA aNA ­A .N,O -N.1 •000 -I.. •NA J1• .- 111Ia0 •b.0 0 •N.1 .NO N.. ♦M.• -3 • A a 0 Y n 141­1 1OwuOr -- -31.05 7w.0 INA .N.D -110.0 - .0 •Y.0 -tm.D ♦ 0 •N.IF 7116 wA Y• 1"•I COW:.• mla-mIts 7.7 Wa . .o I•la •NA 40A •No -m,0 •0.0 - 3 .wA -1• • 0 MEETING RAIL CD N nmaw rl.Y« nl7•m zwo -- .w.A 1 N.A .a0 ­A .No n .e •aao J}.1 .NA - J .m.D J7.D 23 N GDItN W u. 7.1 A1. w.s tNA ♦NO -11.0 .d.D -INA ."A I-IO.A . e MA • •7111 INA u 26 U u-ICON .aD.D •100.0 ,wA -AOA 0.411 -INI 44" T 47.. •b.0 416 11 Y 1 11AM-I2AW M. -1110 INA I-NCA I .0.e 46l .NO all INO -1 .140 -ill +wA WJ T3 •]IN . .0 • .0 -1 INA Ju .0.0 J 2 INA - J 16U ale 70.e af.x I at.Y.le IYN a •]]a) .0.D -NAINA -111.0 I •wA •f00A IRA -ma •0.0 J/.. •NJ 41.1 wl aa1 i pWJY .617•Nll6 fol -111.0 ♦0.0 -1a0 •W. -MOA ♦ .0 -w.0 •0.0 .41 .916 418 JL 23 Ia1Y '"IOb1 al» •tT-1 .b.0 -1 .o ♦ 0 - .60 40A Ia30 0.1• • A 4 N•.000P, i}Jt)-m •NO -=A ♦.OA -1aD w.. - ,0 ♦b.0 -1m,0 . .0 .n. rN0 -1x.1 • A JU Cul.m u 1 1. •NO •1 .0 •.A .0.0 -w wA •.0 W. a1J Nae 0.1. .6230. SASH A7 O glom :. I. .u.e1e D -1N.a .N.O •100.0 .w• - JOA JL .D } au p D . HEIGHT 00 9nn,i•.1 1131?-17Ata •N.• -M-1 .w. NIA .IDA -7 0.w.. alA .NA JI.. w.0 lis INA NA TN4.1 m I}-I w -WQ •w. J7.. wA ata ,x0.0 Ja.I •IOD v.% K. as., •NA, 6.3 u.na.rd tnu.p. .4417-VA's •w.0 -100.0 .NA -Nl ♦m.• Jai •wA 0.O.1 .Ne J•A INAE-46A INA M. JAMB FOa1•Y 7617-nAN • .o A . AfaD ♦de 710-0 • .o -N.7 IN 7 • .0 Js.] p o rrJ "All- a INA •m.A .NA J0.7 INA J7.4 .D -eu w.o .m0 0.}A 23 Z w 6Cu.1•m•11♦ 111.0. -ale. •w.0. -ImA ♦NA L] wp A •10.0 •N.. -NA NO.s]OJK0.111 a ANl .0JL} 0.O.. H0.0 0.1.1 . A •NO i1131LL 7C3c.wlw.n]• 11. )7-0.11. w.• JtA Ia40 Wo I0.. JLO ill Imo A •N. AA.0 •1 H .N. -.1 .mA 4U NJ - • -NA t 11•1 •NO 0.1 •w.0. J/l •w.0 47.0 .NO JL INA -.1J ,mD aN.O J An-/1N. •(oA . .. Jae w.0 +). .NO ♦ 0]...1-N.IU •m.0 NO •NA a., •N0 ail of •NO 1.1 .wA •0.A IC) moD NJ•}-N.a16 •b.0 - 1 46" A INA 4 Iw.D -l6 ♦m al.. INA .a0 axw r. x1n- . .wA 5a• •6aA L3 all n. INA .0.0 JO3 wA I Je.x .N.. J1l M I.m/m. »lfT- •N.1 .AlA i}d •0.e J0.4 J.1A w0 11 •.¢A 0..t 0.60-0 JxA N..n.IIan w cuw.elT. Yn-1lJI N.A a6.:ox .wwAl ui.0 •NNOe JJ0.a1 r.A LL• aa• 11A INA ilA fND 0...a SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT S GLASS TYPE 44 L At_ S 14 7Wa-» wD m• mwa. 1NJlw.euwwD) w (REINFOACEMENTS SHOWN W FIGURES n.1M0rl.a.. Wta• l/1 as -1 -0.1 I -A •0.0 0.A 1 .w0 -1 .N0 1i J I .101 I a o I wA as.0 C) n.m 7sN •1141 •Na 42.7 .NO 4T,e AU J A .N• m• ­0J14 N.. aae ND.e sol ABOVE APPLY FIG ALL FRAME TYPES 6 O CONFIGURATIONS) � SEE TABLE d,SHEET B FOR ANCHOR GROUP AND QUANTITY. MIN.SASH HEIGHT m WINDOW BUCK HEIGHT-50.118 r-I 1n PRODUCTIIEVISSO Y ro--IPIYiI*IIM m.Florida Bandl.,CAda Q) .1',Illlll' A 00 1A.I W. 'No R.Wbd 8apirdfDll ONr OJ '�1 ::I r•r S% R.1rIwa1 ~ 1 '... fa W,1 kPrAlh14 G,,,trd E O I NOTES; LL 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME �• 1 1 ., �'A°8°•t �•f• H R INTEGRAL FW. r DESIGN PRESSURE TABLE J ROSOWSKI Ob I� �6 T , 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PEA THE FIGURE. '�f1070 TECHNOLOGY DRIVE M., Y N vFI+ICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ��J,"••A_;r.{��:;�;f`� (941)-480-1800 yHe. d.tr Sw4: •t HEIGHT DIMENSION SHOWN ON THE TABLE. A. L�171i 1�P� OmKbO No. RrN Y1PFAaaDS CERT. DF AUIH. /28288 SH-5400 NTS 6 OF 12 MMD -01 A LE G W..+TTN• .wl..na.M .Y11 N./y1.h.4/.uelU.dl 4.•..y'Jmpd.1. N>INi 14117.L.JY A..O•�11YHr. 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K4 . • • a.1 23 M Mm Nl.m IMF-mAU 40.0 -M.0 .0711 -110. 4x0 -1K .KB -x11 ♦ 0x.0 .WP -01.0 P at •Ib.dLO F- .7 ll-2d..,. 4K. •IMA ♦ .. -110.0 •K/ - .t .KO A .4a -Ko NJ.a •WX2 .t 00 C. 1-t .Y. -1x11 Z 4. . -1 a -M .KA 1 a. {tiTI P SAgH Q Cu•4m WN 11 -NAU .0 ♦Y. .N0. .YO -10.0 ♦ e -18.0 4LL. -M. .K0 •Kl .6.0 47.4 ��� a HEIGHT Y.1Y.1 1 r-lost. Me.e •1140 ♦WA -W.It ,05.0 -RI. .osA -tae .KO •01.7 .460 -1116 .KO 4 JVL. CIO r. I M.ni-.1111 447.7 .IW.A 4 1 •nsA .o -1 o a.4 .KO aafi .Y.t .3 441A au J 1 r•..e 1 wa0 4[1!404111A .1N.o • A INA m.a -W 411A 44.6 411,1 ,10.0 -M. INaOb MAR-m." 11{.0 -MA +Y.O -MA ♦4.0 -1x11 .WA -1100 .L. -,%, K. a.a 1..,0 4... JAMS .Y F/I.M 21.17- K.0 .0 . A -IK A 1 ♦I. a,.. .W.O _TLV 23 O K Gubm Jlu :0.11-114-1 .W.. 4104 WA -1111 ,w.• -UTA .OA -1 we 1 11.1 .KO au Z t 11- •wA ..D '"I n A ma I ad, 4Ko aa1 wJ.o u .Y.• a.1 ./ Guimn!1144 WI-11 4 a .100 --I 4T 101 ♦Y.0 .WA -1.1 N6A 40.2 $!LL -NAY .K.O •twl •KO 4111A RI K. -l.1 .7/. .W11 Ja. 4!011 C.roM•. IAN-10.01. .W.e 41[1.1 411.e .11.1 .Ka 4•.I OU -1.1 .u0 1147 ♦WA -10P •W. -xA 1.7 .0 -11.1 �- --- at) 43J Ctl.1oMe. NAv-�lu ..6.a -11.4 .LLQ .1 t •KK e -IKI . 11 -AIA . .r .o I '10 I . A ♦4 0 -1a. .K.D •I3. .6{11 a0os .KO 'K. 4 .WA JlWo.I t1 . .a . A 1Nt •KO 1 4[111 al .YAM6 w{A N.A Jose M WmW.1Y.b.111.17• U NOA -1]0.{ 1 0 a A 0 a 7 .1111 a.) 4411 a1A ♦YACUP04tp4 7.11-t00 .Ka •0 A a M, aal ♦ it ♦ 1 - ♦Ke J W 44.1 ..W..1 x616-MAN +Y. u..l .W.0 1111 4W.. AtA .11.0 .1 .KO 'la .W 41.. .w.. all SECTION DETAIL FOR WINDOWS WITH 166 -11 .61.7 -K. .WA -IK .Ko -n. wA a7 416 ae4 .e{a Ft ♦411 •10.1 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 Ilp n. ws .ua1 .Ke a. Ye./ 00 4 A 407 ♦K0 FK.r -sa&A w.s 11.1 .W.0 Ye •Ko -nl .N.o 4{.. ♦u.o 4" .K. •mA Y{.e 40.• (REINFORCEMENTS SHOWN IN FIGURES A T. -41"1 44dkA 1-1171 1 +11/1 atA T ♦Y.e 14a11 -X 1 4x1 I .Ke I -116 1 .16.4 1441 NJA -l.o I ABOVE APPLY TO ALL FRMS TYPES 6 Q SEE TABLE 7,SHEET 0 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) '1� •-MIN.SASH HEIGHT=W WOOW SUCK HEIGhT-60.13a H - IA 1•RODUCTREVISBO Y !.WmplyLp 1vi16 ale Fl orm. Gkilainl(114!7 tl,uT , Aenlpl.•mNN 16-0 4.0¢ RP Iwom: Px uwk.D.b /14411 {.. y ~ tia;ar•'•�•l,• Mfpu. h4il1e1 Ca11r Rww LNOTE "1i� U- 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAMEL �• ,+••- O'a6ry4U°^' DnN�1 ORINTEGRALFW- v j �6 `;+:: DESIGN PRESSURE TABLE J ROSOWSKI ''1:•. 1070 TECHNOLOGY ORK DW2)FRAME DIMENSIONS ARE SUCK SASH HEIGHT ISASPERTHE FIGURE- VENCFaz. SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND LE TO THE NEXTAVAILABLE WIDTH OR l`�7.'�lf+�J�-;I,).�C.���. (041)-480-1600 swf-HEIGHT DIMENSION SHOWN ON THE TABLE. 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CDCCQDCCCCCCCCCaCCCCaCDflacaC°dCCDCCCCCaC°a°CCaa°°°°L"'flrl IIIIIIDIICCCaaCIICIICIIaGaa©aCadadDaCaLCCCdCCaCdCdCCfldflaCD© CGCCGflcCC°'CodGCbCCCCOCadCGaCCccDCGOC�CDCCCGININK � IICaaCaaaaaCaCaaCadCaaaaaCCCQdCaaCCa DCDCaa CCCcaaaflaIIIICCCCflCaCaCCdDIICCaCCaaCCaIICCCIIIICCIICaCCCaCC7 CIIIICaCaCCCCaaflCCCCCCCIICflDCCCCCCflCCCflflCCCCCaaCCCaCCC®�� aaaCaIICCIIIICII�aIICaflflCaflIIIIIIaCCCDIICCaaaaflCIIaCaaCCIIaIIIIC© aaaflCaaflflCCCCCCflDflDDCC6flflQCCaflCDCCCflDCCDQCCCflDall"', CDCCDCCCCCCDCaCCflCCCflDflflflCCaCDflDCCCflaCDCCaacceemeaCCCQO . IIaIIIIaaccflcIIQccccflaIIcaIIcacacccaacIIaaIIaaacaadoccaaaaar� 1c: ccaDococoflafleaoaaaaeaaacaaaaaao�flcaaaaaeDDDaacaeeaoeDeeaDDDaacDCDDCdcQcccflcCDDDCCCDGDDCflcDDflCCCDflDDc© � DaaaDoceaafl000cccceaQaccaaaedaeacflaflcDDcfleflcceflfleoc��� aQaaaaaDcaoaccaaflcaaDflccccccQc°CflDca caflacmDccccccc� cacaos,aaaaocaaaaafloflaaflaoaaocca°ac°acooaaaaoMCI= © CcccccccDflc°cccccflccccccc°cc°ccc°aac°flcDDa©DcccQ°ca� CacccoccDaaQflccccccacDccccccacccflDflaaccacflaaaDCDCCD� B CIICCCCCCCCflCCCCCCCccocccoaccocCaCCCCCCCCCQaCCCCaaCC© CGGCCGCCflCCCCGGGQCC°CGOC°�"CGCdCDCGECGCQCoCccCCcoc©mL� ©cacao°aCIIeoaaIICCcaCIIdaedaaaDeddacemmecDli'm.lill'm.iil caccccDflIIIIcccccccDc°Ca°°°c.Dac°°cccQ ©ocnoconaaoQac°dd°a0000c000°°a°©000000ccoraooc©°ao©ocoe°�°a©® Cooeaacccam I:McccccmcccfleaaceflCcC!mCdcflcaeIIaacIIaeo� ' GgGGcccccGG000cc©cGG°coocoo°acoococooC. ©dCCGCCCCddGGY °CCCaccCCIIaCCCaQCCCCflDIIflCDCCQDCDaCCa®IIIIIIaCCDCCDCCflC31�! CflaCDflCCDCCDDaCCCCDCaDDQDCCflCDaflflDCCDCDDaCfl1:15c" aflC:'CCfi aCCDDaaDaDCCdaCCCCDCaCaCDaCaadCaCCaMCCaaaCacaaaflaaDO aocIIaccfl°IIIIo°ocflIIIIacflIIIIIIcacaaIIcaaccaaaaccaoca°aflo CCDCQaaaaCCdadDaaaCCCaaaCCCaaaaaaaDa..Ca°°DaDCaCCda®Q aIIIIda�CCaaaaCaCCaCCaaaCaaaaaaa11 11CCCCCCCCCCCCCCCIIm MR - -I 3.600' 3-600" 3.600" 3.600' \ .062• +F xav --I�- .oar .082 00 -.0 1.483• 1.483• 1A83' 1A8r .077 L o L 11 cno .716• (t .626' .625' -►j 1.166" O H O/JAMB FRAME O HEADNIAMB EQUAL LEG 1.375• O FLANGE FRAME HIEADI� MB O READlJAMS N FRAMEFRAME LIGHT eASR 7.376" --77-- � � � } � 23 REWFORCEMENT � I t� 3.483' _ 3• ---�-{ -+{ 3. -� 3AB3' -+-{ .070` ---�-{T 1.1er 3.48 I' .070' ^j IF-- .aBz I-- .oat• �-IF aer _oar .761,�'o/3B• 1041• 1 .L LI tl�- .t3o L2U t ' 1.331' 1.340• C:) 2.444' 2,U4' 2.444 2.449" 1 I�- HO MEETING RAIL O c o o 2a REINFORCDEMENT RAIL27 REINFORCEMENT CC cLi 1 5 J.CHANNEL .625' 6 FLANGE 1.376' 1 FIN FRAME B EOUAL LEO Bzr ' 1375 O FRAME SILL T O FRAME SILL O SBl O FRAME SILL O 1 Z L I OJ M J �'-{ 1216' 1.376' 2.700' --+--I 2170 - 1.d7r Imo+• 1.665' 1.63P I I I Ci oar 063 137G v 02_5 1 � i�\/\�/ .974• � �L hem 471 ((��j(�}�.aoo .347- 1231- 34r 1277' 1.000" -0..6 --� V 0 �.356"• .07� .050' .077 J .050" FIXED BALANCE SASH STOP/ �IL LIFT RAIL BEVELED BEVELED 11 MEETING RAIL 5B SASH RAIL t7 COVER tB SCREW COVER 1B INTERLOCK O INTERLOCK COVER 21 INTERLOCK 2Y INTERLOCK COVER e-4 to PRODUCTREVISED Y as mn.N7m9.11hIb.Florid, ;= AoaepW*No 16-0714--04- `� 7 R.d..d Br 001.: R.,.,..: E�n:.:ipD� 2020 .30'1' CL F- 31e .300' .�• ra - do Fc••lci65g .I r .754' .760" .d Ddr. Berll.0: -7' -7• i4u.•' .035' •---Q•+--} .0", -�f�+ _ �.-.Y. OlOI _ 6- DoomplWrOJroRvn O9iSs OWSKI SCREEN FRAME SCREEN" OLWINDOW EXTRUSIONSx16 ••"' 1070 TECHNOLOGY ORME 718., N. vENICE, FL a4z7e SINGLE HUNG WINDOW INSTALLATION-NI 7blr 05/16/15 •�.;7,;f+/i a�,�Ir.17.;;` (941)-480-1000 S.dyAbf b Sul. ..8 A.LrYtl9g9Ll ER,PE AmwMg Al. R.r. A P"66705 CERT.OF AUTH. 129296 SH-5400 NTS 10 OF 12 MD-SH5400-01 TABLE a TABLE 6,COM.: _ -_ SLICONE MOT-MELT BUM r Bill of Material Bill of Material,cont STRUCTURAL q Pants Description Materiel 0 Panq Deacdpllon MMedel STRUCTURAL SILICONE i W NOM. FOAM 3/10"NOM. o0 1 1 Single ung Frame ea &Jambs. -Channel PVC 0 97 ulo Lac ec anism Steel POLYL5081lTYLEN WITH ItWITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head e,Jambe-Flange PVC 48 72019869 Sweep Lock Cast Ane 4— 3 820103 Single Hung Frame Head 8 Jambs-Fin PVC 47 7201858.8 Auto Lock Cover Assembly Cast anc EXT.GLASS EXT.GLASS O 4 820104 Single Hung Frame ead 8 Jambs-Equal Lag/Box PVC 48 7SX118OPTX Nil,1-VB"Ph.FH SD6(Auto and Sweep Lock Screw) SS 5 820106 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto end Sweep Lock Keeper Coral anc 6 620106 SW Frame SIII-Flange PVC 50 78X34PPA 1V6 x 31C PH.PH SDS er Screw aS 7 820107 SHJ0H Frame SIO-Fln PVC 51 420181 LJR Be vlad Till latch Corner Key PVC iNT.GLASS Kr.GLASS IV e MOB SWDH Frame SRI-Eq LegBox PVC b2 420182 UR Pull Rail Tip Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 63 7034PHFL 1#8 x 3/4"Ph.FH SDS(Caner Key Screw) SS F 0129 18 Sash Rall(Sides,Top 6 Bollom) PVC 54 420183 T91 Latch PVC 4SG TP ACE SUPER 62 :7 e20134 Balance cover PVC 66 420184 T8l Latch Retainer PVC O SG TPS O SPACER®NXT'" 18 620133 Sash Slop/Screw Cover PVC 68 720207 11'Till Latch Spring SS 1B 620156 Pull Rail Interlock 8005 'Al 67 420180 Plastic Tilt Latch Finger Pull PVC ALUMNUM O 20 820144 Pull Reil Interlock Cover PVC 68 720192 M.1.1 111 Lalch Finger Pull Cast Zinc REWFORCEMFJNT POLYIS0- DESICCANT FILL AREA N 21 620157 Beveled InledDek. 8005 Tb At SS 420180 phot Bar Comer Key PVC BUTYLENE Q0 22 820145 f8eveled Interlock Cover c BO 720206 Plual Bar SS 5118'NUM. SEAL 5716'NOM. 23 620150 11.1ght Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Coal anc BUM B SILICONE SEAL O 25 620162 HD Sash Reinforcement 8063 Tit At 64 720194 Sash Pull Handle With Latch Aesembi Cast j� DESICCANT ROLL-FORMED M -MCS-T-5,101- Y FOM STAINLESS STEEL 26 620153 Standard Meeting Reil Reinforcement 6005 TS I 85 7&S4FPT #B x 3/4"Ph FH SDS(PINI Handle Screw) SS EXT GLASS 00 27 820164 HD Meeting Rail Reinforcement 6005 T5 AI Be 420188 Bottom Latch Strike Plate Cut anc O30 6 8M Weatherstrip,.187"x.270"Fin Pile 87 7B6ee Ma x 5/8`Ph.FH SMS(Sirke Plate Screw S6 GLASS CC 31 60300 Wealherslrip,.190 x.300°Foam Bulb Flex FVC 73 720135 I.G.Beed PVC 32 61719 Weatherstrip,.1e x.220"PolyPJie 74 Sackbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS > 33 51825 Weatherstrip Pfug,220"Fins 76 71648N Setting Block(718"x 1"x V8"N 25 i/-6 d— EPDM Z 35 78XImTTT 08 x 1"Ph.PH 808(interlock Mounting Screw) SO 81012 Extruded Screen Frame Alum 38 78XtT11PX 96 x 3"Ph PH SMS(Meeting RaH screw) 410 SS 81 81011 Roll-Formad Scre.n Fame Alum raDURASEALCI' XL EDGEne �s N 37 71669SP Meeting Rall Screw Support Plate &083 TS AI 52 7CI(GLB21 Scram Corner Key for ExBuded Frame PVC SPACER SPACER 5 720210 Weep Hole Cover PVC 83 47042 Screen Comer Kay with Pull Ring AVC -- C) 40 720)0000( Constant Force Balance 1114 47041 Screen Comer Kay without Pull Ring PVC V 4 Ne x 3/4"Ph FH SMS(Con Force Balance SorW) SS 85 7CASPM Tension Spring SS rrn 42 Spiral Balanoe ore 8181fiCA8 Screen Cloth Fiberglass 43 720205 SPlfw Balance Shoe Nylon 67 51635161614 .140•Screen Spline(Machine/Hand Rolled) Wirt 44 7SX114FPAX q8 x 1-1/4"Ph.F SM9(S cal Balance 6crew) 410 S3 R r\ O nn Part 1Y Description Materiel PRODUCT REVISMe+caundylsa wub se Flalh Y 76 Kommerling 4SG TPS Spacer System n"uu as c°b ro 77 Quanex Super Spacer rtXT with Hot Matt Butyl See this r °'Pumi f 4O v Sheet for F- r R ¢ ax eat•: 78 Quanex DuTaseal Spacer !` A)ADDED D sPACERs.Matedals JR 05/05/16 70 Carding]XL Edge Spacer Rwra W. Ooa R R PTL-070,8968 a 8970 1n3mY.- nl P�iMG V LL Ct• BILL OF MATERIAL(BOM) J ROSOWSKI 1(x!16 s i 1070 TECHNOLOGY DRIVE rex, ., NOTES ;-:;tt Win,,- :' K VEMCE. R.34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)PVC SY ROYAL WINDOW AND DOOR PROFILES,LTD..TO SE LABELED FOR HAMA EXTRUDER CODE. k,LY�4� 'p Sar/es h Smle: w ♦♦°• ' 2)rrEMS s 9.13,15,24,26,26,34.39,51,62,11186-72 ARE Not USED AND ARE NOT PART OF THIS APPROVAL PAY"No CERT,of RUTH./29296 SH-5400 NTS 11 OF 12 'MD-S' I'A -- —`—'— OPT.SWEEP LOOK O 48 q8 OPT.AUTO LOCK 18 47 20 57 OR so 48 µ.. � p 3/ OR S2 , B6 O � � _ I I I 46 r OPT.PULL RAIL� ' � 22 .I ez ort a 19 INTERLOCK 6 _ COVER 58 87 O- o O o ae V) BEV LED I j OPT. 1 MITERED FRAME WITH I _ 2t NTERLCCK r. INTERIOR AND EXTERIOR 16 I 3 COVER 0 I FRAME WELDS NO 1 73 4 -'�. \ 54 73 4 16 63 v-- 50 Ba V OR 81 P M i CO Co ^�= Est°er` _,` \, SCREEN 50 OPT.PULL HANDLE ASSEMBLY > _ Bq WITH LATCH DETAILS Z '�D 41 40 CONSBALANCNTFORCE 1 O BALANCE 16 OR - _ OPT.PULL 0) 4 40 47 42 43 SPIRAL BALANCE HANDLE M TERED FRAME WITH rh ` SASH NTERIOR AND EXTERIOR FRAME WELDS 1 37 ASSEMBLY i s63 >6 DETAILS 69 .. ��--_, -, �.,�'•' •�`-`�S 70 63 � r�� 6 P)L,B W YD PN.IJ. IC6 AivcPNUW Nu —0704.O4"- FRAMES: miW„nma 4DZa Da.: ASSEMBLY \.` .; f1!,�C.r, '•• L -AIN nfn Pf Co6Md I. E DETAILS R .d By 0.1& R.✓.l.n NOTES; EXTERIOR �. .L•.�• 1 �:: EXPLODED ASSEMBLY J ROSOWSKI 6 Y.ls �p A:Ta r' . . 1070 TECHNOLOGY ORNE nR.r sm 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '•!�?•,•'• ;(,i':;:�:.•. N.VE/BCE, Fl_34275 SINGLE HUNG WINDOW INSTALLATION-NI 05!15/15 2)J-CHANNEL FRAME SHOWN,PARTS f 1 A S.OTHER FRAME TYPES APPLY. -"••• (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 6 7. `'1'')-,1 ,�_ SM.e/Y.dek Sad.: Sh..h U—*v N.. R.r 1)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. r r�'Nh p ha CERT. OF ALnH- X29298 SH-5400 NTS 12 OF 12 MD-SH5400-01 A