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HomeMy WebLinkAboutNOA-7 MIAMI-DADE 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) F MIAMI.DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 315-259 F (786) 315-2599 PGT Industries, Inc. SCA�VNED AUG 0 7 2019 1070 Technology Drive North Venice, FL 34275 St. Luce Count ST. Lucie County, Permitting SCOPE: Y 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 "HR-5510" PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-ER5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1 E-2 well as approval document mentioned above. FIB.- t80 The submitted documentation was reviewed by Jorge M. PI e J. 11f. REVIEWED FOR rOaMwaoewurrrr CODE COMPLMRNOANo.17-0411.08 onDate: September 24,2020 ST. LUCIE COnprovalDate: August31,2017 ROCC Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, 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 Edg6m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.17) 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 NOA No. 15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge 1V Plasencia,P.E. Prpdulct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11106114, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 15- 0903. 10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifoi® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia,P.E. Prp act Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10114, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.08 Expiration bate: September 24, 2020 Approval Date: August 31, 2017 E-3 24 ANCHORS,SEE CLUSTERDETAILS SHEET6 W MAX L— A SEE SHEER EQUALLY SPACED ANCHORS PER TABLES 17-22 SEEbILL� WEEPHC&E DETAILS, 6XFET3 L•— 12-3,4'MAX. D.C. — sNEET3 1B•Iswc Iy� 1 MAX.O.C. MN 19• IG BUC HEIG O —I X 1 I_ —'tT1 I�B•MAX BE -OLI+�' EPHO E6 7v MAX. BUCK WIDTH B ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION r 1"f/4• SEE SHEETS C,SEE SHEET4 R -1F SEE } SHEETS J 9-i6 ID, SEE 2.sANCHORS,SEECLUSTER SHEET4 DETAILSSHEET5� 10—MAX O _-- X H C S'E H MAX E BUCK HEIGHT gNCHO TABLE WEETHp DETAILS, 4'O.C. TMAX. SEES[ WEEPHO SHEET4 BETWEEN PHOLES —D DETN4 SHEM . 7V MAX BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 6510 IMPACT RESISTANT HORIZONTAL ROLLER vAF IEW �1 ,SEE SEE ____----_ E ED 6 PEREQHBIC 52327 X O X 15.Br MAX.O.C. 0. B L3. 4'O.C.BETWEEN WEEPHOLES 3 140' MAX BUCK WIOTH 1)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDABUI[DING COOS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOr REQUIRM WHEN USED IN WINGBORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ,THE OUTBOARD UTE (CAP) MUSTTEMPERED . 3) FOR MASONRY APPLICATIONS IN MIPMI-DARE CDUNTY, LEE ONLY MIAMIOADE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, Am Ce0 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHORTYPE. 4)ALL WOOD BUCKS LESS THAN 1-1AY THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-,R' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (AOR). 5)ANCHOR EMBEOMENTTO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNWILASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND G BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) Ile MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPUED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13W. DESIGN WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-IM STRESS INCREASE HAS NOT BEEN USED IN FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT 00.E INTO CONTALTniTH OTHER DISSIKLAR MATERIALS ROSIONRESISTANCE E7. YT .. N0.58705 CONOMONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS B W), WRIFYTHE ANCHORMUBSTRATE WLLMEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THATALL MIN. REQUIREMENTS FROM THIS SHEET SET PRE MET. 5)INSTALL AS PER SHEETS FOR FLANGEIEQUAL LEG INSTNIATION OR SHEET4 FOR INTEGRPLFlW3LHPNNEL INSTALLATION. USETABLE 40N SHEET 2 TO FLNO WEAPPROPRIATE DETAILS. WRITE & BRONZE13GHTER ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES ISTANDARDS USED: •2017 FLORIDA BUILDING CODE (EEC), 6TH EDITION •2014 FLORIDABUIMING CODE(FBCL STH EDITION •ASTM E1300 •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-015 •AISI SIDo-12 •AISC36610 GENERAL NOTES...___.-....-1 ELEVATIONS ._.._.-............. _ 1 FRAME, GLASS &ANCHOR OF ITONS.....-...-..__.._.... 2 INSTALLATION, FLANGE& EQUAL LEGROX- ............ _ 3 INSTALLATION, INTEGRAL FIN & 1CHANNEL-..._............. 4 GW NGDETAILS_.- ......... .... 5 DESIGN PRESSURES-__... 9-B ANCHOR QUARTILES-...._._..- 9-16 EXTRUSION PROFILES.. BOM_.1717 ASSEMBLY .._..._......_..-.._.___.18 03/27/17 NOTES & ELEVATION PRODUCT REVISED an; complying With the FlIx Building Cod. NON-14o. 17-0411. P.aplra0on D 0912412J� ey Mlam ePmEu[l Controv J HORIZONTAL ROLLER- LM105/15/15 1 PRESSURE . . -RN RATING EPRC5FORAFRNTYPES (}CHEL, FAGE, CRTOTS'LFI ALY-5510 NTS I 1 OF 18 I MD-HR5510-01 I BNAOREOVALLEGOXLSEEFIGUREDONNSHEET2 P EASS Ob Type Description (Usted from Exterior to Interior) 'A•-ANNPJaEO T `HMT STRUEN GTHE4ED RVB°=Ac0-TROSIFOL®PVB BY INRARAYAMEWGA INC "SG'- AN"SENTRYCLASS µERLAYYERGBYKURARAY GLASS TYPES 5.7. 11815 NAY NOT BE USED IN THE HVH2 ABOVE 30'. 5 7)e' Laminated l.G.: 1/8- A Exterior Cap +7/167 Air Space +!U16' Laminated; (2) Ulm of 1/8' A Glass W th.09W PVB Werlayer 8 718-Laminated LG.:1/6"TExterior Cap +711VAM Space +5116- Laminated; (2)Wes of 11W A Glass with .090' PVB i Iorlyer 7 7/8' Laminated l.O.: 3116° A Exterior Cap+ 318" Air Space+ 5116- Laminated; (2) Liles of 118' A Glass with A90- PVB lntedayer 8 71W Laminated LG.:3/1VTExtedorCap+31V Air Space +5/IW Laminated, (2) Utesi ofl/8' A Glass with.090' PVB lmertayer 10 71W Lamnated LG.:1/B'T Exterior Cap+7/16-Atr Space+5/16'laminated,(2)Ulm ofi/B' H Glass with.09D' SG lydedayer 11 7/8- Laminated LG.: 3116' A Exterior Cap +318' Air Space +6/16' Laminated; (2) Utes of I1W H Glass Wim .D90- SG Inleriayer 16 71V Laminaledl.G.:3116'TExterior Cap +t/4-Alr Space +7/16- Laminated; (2)Utes of3/1V A Glass With AT SG lnledayer SEE SHEET 6, TABLE 5 FOR UL ,NGIDESIG PRESS ANOHORA INDEX 12 7/B'Laminated t0.:'J16'TF�rledorCoo+318'Alr Spaoa+5,'16'lamlltatetl;(2)Ules o(1/8°HGlasswXh.090'SG lnterlayer14 7/e'LemNeied LG.:7/8"TExtedoT Cep+S/18'Alr Space+7118°Laminated;(2)Ules of 3116'AGlass weal .09P SG Wedayer15 7/8' Laminated LG.: W76'A Exletla Cap+V4' Air Space+7/18° Laminated; (2) Utes o13/1G'A Glass with.090'SGImedayer Group Anchor Substrate Min. Edge Distanw Min. Pmbedmenr A #70 SMS latest SMS.S. ost 1 B.S.) P.T. Sow em P ne (SG=O. ) ' 7/I6' B' Steel, AWB M. 0.050° Steel Stud, A653 Or. 33- 378° 0.04514(is Ga.) Aluminum, 6D63.T5- 318, 0.05W 3/1C steel Ultmeon P.T. Southern Pine (SG=0.55) 7116" 1318' Concrete (min. 285 ksi) 1' 13/8' UnBrouted CMU, (ASTM CSO) 2-1/2' 1-1/4' B #12SMS (steel, 1B8 9.5. a 4105.5.) P.T. Southern Pine (SG=0.55) 9/16- Ive. Steel, A36' 3f8' 0.050' Steel Stud, A653 Or. 33" 318' 0.0451°(16 Ga) Aluminum, 6053d5• 31W 0.063" C 1/4°steel UOracon Concrete (min. 2.85 ks6 1' 13/4' Unlimited CMU, (ASTM C90) 2-1/2' 1-1/4" IW steel Cretellex Concrete (min. 3.35 ksi) 1' 13/4' 1/4-steel Ultmcon Concrete(mm. 2.85 ksi) 2-1/Y' 1-TV 1/4'steel Ultmcon P.T. Southern Pine (SG=0.55) 1' 13/6' 1/4° steel Cretelex Concrete (min: 3.35 kap 2-112" 134t" D Iw steel Cretelex Ungreuted CMU, (ASTM G90) 2-V2- 1-1/4' P.T. Samhem Pina (SG=0.55) i' 13/8' 1/4' steel Afgg,Llof Concrete (min. 3.215ks1) 1-1/T 138. 1/V steel Aggre-Galor P-1. Somhem Pine SG-055 Grouted CMU, (ASTM 1' 73I8 Group Anchor Substrate Mln. Edge Distance Min. Embedment' E 2-IX x .13V Common Na7 P.T. SASIhAm Pine (SG=0.55) 3fr 2-7110' 2-1/2' RingahAnk Roo9ng Nall P.T. Sculhem Plne (SG=0.55) 3fr 2-R16- F IHOTmsshead SMS (steel, 18.8 0S.S.S. a410 S.S.) P.T.SouthemIsce(SG=D.55) 10 13B' AIIaninum 6063-T5- 3'8° 0050' Sleel Stud, Gr. 33- 31w 0.0451'(is Ga.) Slael,AS' 3/8° 0.050' #12 SMS (s1ee1,1SMS.5. a411&8B. P.T. Southern Pine(SG=0.65) wit' 131B' Aluminum, 808.4T5' M. D.OB3- Sled StUQGL33' 3/B" D.O50' Sled, A36' 318' OD50' 'MIN. OF THREADS BEYONO TI E METAL SUBSTRATE. 'UNORDERED emu' VALUES MAYBBUSED PER GROUTED CMU APPLICATIONS. Mdue Min r/ Min. F. Sleet Some Wks] 1Skd I" so. 63kel BSkal 410SeNe So kel 110 WI EkoA gre-Galoig 57 ksi Bakal Boo UltaCm& 155kd 177 MIT 41D SS Boo OSMFkx® 127.4lose 189.7 ksi 606315 AMnMun 16kd 22kd AS Elect 36ka1 Wkel Gr. 33 Steel Stud Sksl 45 kd INSTALLATION NOTES, SEE SHEETS 3 so FOR ILLUSTRATIONS' 1) USE ONLY SU BSTRATE.APPROPR WTE ANCHORS LISTED O N TABLES 253.THIS SHEET. FOLLOW EMREOMENTPNO EDGE DISTANCE LIMITS. ANY INSTALLATION OPRON SHOWN MAY BE USED ONANYSIOEOFTHE WNDOW. 2) MASONRYANCHORS MAY BE USED INTO WOODAS PER TABLE 2, THIS SHEET, ALL WOOD BUCKS LESS THAN 1-12'THICK ARETO BE CONSIDERED 1X INSTALLATIONS. IX W000 BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS OEPI= AS 2%ARE 1-112'THICKOR GREATER 1XAND2XSUCK6 (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION ISTHE RESPONSIG n Tf Y OF THE ENG INFER OR ARCHITECT OF RECORD. 3) VISIELE LIGHT WDTH OR HEIONT(AISO REFERREDTO AS DAYLIGHT OPENING) IS MEASURED FROM BEADINGTO BEADING, 4)SEE SHEET to FOR OPTIONALEGRESS LOCK DETAILS. �,k"O Y LYryry "/,, �.t No. 58709 THREADS THREADSBEYOND 9 i 7.1 t. 5��1�-.;• . OT •.• Si F ME'mL THE �; SUBSTRATE r.s(OMAI ENO` TABLE 4: INDEX OF INSTALLATION Fmme Types (me Rg B) class Options (ae Tabled Inahilatlrn Coallav a Substrate Option Detall Sheet .4Cherkeel (tit) 4 Though dre Integral tin...... ....Intn 2XWood RmneScokstrip- sheet 4, opUon6 ....into Metd-shed 4, opUan 6 Termghade come a1re mmaY...... ..-Into FamdBu:kaWO -sheet 4, oDUcn a ,,,,h,b Mdai-skew 4, option ] Flaae m2) 1 4 nlnugh the came,..-daa oflhewirdox......-,-Uvouh ....Ido 2XWeod FramelBuckmfp-chat 3..pUon 1 ConcnadGMU-shed 3 eption,2 IXBuckebp into Concate'CMU-sheet 3, opbon3 ....Into Metal - sheet 3, option 4 Integral Pn R 1.4 Thmugh the Integral IN..... ....bro 2XWeod FameBuckstsp- sheet 4, coin ....We Mcd. sheet 4, rap . 8 Through the mares....IUo clue' window -......Into 2XWcod FremdBookstdp- sheet 4, splice Model -sheet 4, option 7 Baxi Eq�plep p4) 1-4 Though the foms.... dthowsiow...... ....has D( Woed Fes e'Sucketdy -sheet 3. aFuan 1 Into CoNsNe/CMU- sheet 3option 2 .... D ,h=.kddpida ComatofCMU-shxt3opU-' .... mb Metd-shed 3, up5an 4 FIGIIRER'FRAMETYPES EFirlEm1fololwas Sri O 1. �� PRODUCT REVISED as complying with No Fr i, Buptling Cotla Nou-No. 17-0471, NN: Readan: expbmlRn now 09/24/2B2u 03/27/17 xoouNCESTxDGgT':T. Or x%c miam aProaRae cgnwr )RS/FRAME OPTIONS J ROSOWSKI ROLLER-LM05/15/15 soda:s x[NTS 2 OF 18 MD-HR5510-01 8 INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP.ANCHORTYPE, INSTALLATION EMBEDMENTANDEDGE OPTION T DISTANCE PEA SUBSTRATE, ANCHOREDTHROUGH EDGE DISTANCE SEE TABLE,ISHEET2. FRAME INTOZK WOOD FRAME OR BUCKSTTUP, SEE NOTE 2. SHEET2 FLANGE FRAME jj O EMBEDMENT 910ORMKIST SMG(cE.I SHOWN II TABLE 2, SHED VSISLE HLIGI-ITET I Ipl FLED IGH LRE IGH BUM HEIGHT E?M 10R \ a } 21 OR@OR 23 VISIBLE LIGHT EESHEETS B-B) HEIGHT TYPICAL FOR ) WEEP NOTCHE L4'X1l 1.114•X1/ SEE SUBSTRATE PROPERTIES. TABLE2.SHEET2 INSTALLATION OPTION SEE INGTpLUT10N NOTES SHEET2 ANCHOREDTHROUGH FRAME INTO METAL ---I i- 1A'MAXSHIM FLANGE FRAME SHOWN VISIBLE LIGHTWIDTH (SEE SHEETS B-B) TYPICAL FOR ALL'XOX' FIXED MEETING RAIL FIXED LITE VINI- 4 VISIBLE LIGHT W DTH EXTERIOR v — BUCK WIDTH HORIZONTAL SECTION A -A (OX) t9 20 OPERABLE GASH LITE a 'ti I VIBIBLE _ LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP INTO CONCRETECMV. SEENOTE2.5HEET2 1/4'MAXSHIM EMBEDMENT 29 EDGE DISTANCE 'W 15­1 L VISIBLE `V EXTEROR LIGHTWOTH T2 14 I-1 BUCK WIDTH V M.ANCHORTYPE, EGEOIBTE.SEOSTANCD ED EPER SUBSTRATE SEE u TABLE 2, SHEET 2. EQUAL IEO AT MIDSPAN OF INTERLOCK FRAME FROM (1)31?FROM EACH SASH II SHOWN �JCORN SASH ORO E SHEETS 7.01 TYPICAL Lv o I J�MAX 5H1 DUCT REVISED HORIZONTAL SECTIONE-E(XOX) EQU^ ° �R�mor.sW.mtnoFlG, �N igtlpTIONAS PERSEORONAAASOVE SHOWN BOA1ding N.Coao EQUAL LEO \tll l�lll/ NOGJIG. i7-04'17.1 FRAME SHOWN •." " 1 } � ()�' AIN i� RMxa By: Dote: Rewxan ExpImU..D GO /24/2020 N.* .......,I�i JR 03/27/17 •sT NOCYAN(iESTHIS4HEEf. INSTALLATION EMBEDMENT ``�'�•.+'L1cENS•.ls By OPTION 2 ., p ; Re.leea Br art> Revt4on mmGlla v.GaGa cenw ANCHOREDTHROUGH y -••-• _)} No. 58700 •. FRAMEDIRELRYINTD •- CONCRETEICMV. EDGE J R DISTANCE VISIBLE LIGHT FORMULAS '�•'•�n>311� a. ® FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI TYP.ANCHOR AND TYPE 'O STATE F. :',�• EMBEDMENT AND EDGE VERTICAL (EQILBUCK I XO-01W 4A� 1mDTECF FLUrDRrvE OISTANCTABLE2BSTRATE, W1GHr. BUCK S •`' �pIDP-.•' ��� NVENICE, FLS{216 rue: SEETABLE 2,SHEBT2 SECTION B-B �%S/ NAL ENG`,. (eat}nBo-tsao HORIZONTAL ROLLER-LM 05/15/15 HEIGHT: BUCKHEIGHT-T-1M i/O t ��G�BR�Ly B� IN 1111111TT Svrlee/Idoael: Brnk: GM1eeE dvnlq No. Rer. A LVNN MRLER P.E. DEBT OFAUTH. D29298 HR-5510 NTS 3OF18 MD-HR5510-01 B P.EHSB'TOB INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATIONOUGMOPTION s INSTALLATION AWO DRFDTHROUGH FRAM IP.555X OPTION? 21 OROOR 23 WOOD FRAME ORBUCKSDiIP.BEE INSTALLATION OPTION ANCHORED THROUGH FRPNE LEE INS7ALLADONNOTESSHEET2 (SEE SHEETS BS) NOTE2,SHEETZ ANCHOREOTHROUGH INTO METAL6NTEGRPL TYPICALFOR ALL @4BEDMEM INTEGRAL FIN I=T �— EMBEDMENT FINIFIANGEREMOVED) 'XO'OR'OX•SASH O WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, EDGE 1/4•MAX.SHIM 19 16 30 16 29 SHEETZ DISTANCE 13 20 EDGE 20 40 OPERABLE 43 DISTANCE �CHANpip OR0125TEEL 9ASH AMESNEL I SMS(G5),SEE Q 07-39 - FRAME9HOWN 1 TABLE2, SHEET2. 1 20 TYP.ANENTAND PE, O T EMBEDMNTAN I�TI 1/4'MA%SHIM FIXED 47 SUBSTRSTE,SEPER 1 LITE Q TABSTRATESEE L,LI MSTYP.ANCHORTYP5. FLANGE M OR VISIBLE EMBEOMFM AND EDGE EMOVEMAYBE LIGHTWIDTH TABLE Z, SHEETZ 0EETABE 3.5KE2. REMOVED IN+IELD (SCREW SHOWN) 72 SEE TABLE 3, b1EET2: 05 87 FRFIN AME V 13 DAOEAPPftOVEO MULLION, p VISIBLE 0 42 F](iEWOR p SHOWN LIGNTWIDTH 29 VLISIGIBHLTE FL2 14AL NFEELFRG Z4 OR2O 28 3 OREFEELSTUD.MYGE VERTIONCRHOIL. (SEE SHEETS ")TYPICAL FORALL LIFFD[E BEE bUEGRTPRoPEFaIE, '%O'OR'OX°FIXED MEETING RAIL SUCKWIDTH INSTALLATION HEIGHT TPSLEb283, SHFET2 HORIZONTAL SECTION GC (OX) R z3 oPr1oN a (SEE SHEETS 7-0) ANFIN Iwo META. 30 16 19 H 18 29 T -xO FOR FLANGE MAV BEREMOVFD ze ALL'xox• ( ) EXTERIOR OPERABLE 20 OPERABLE 4 SASH BUCK e HEIGHT `�LJ SASH 0 9ASH e IMp ORd12STEEi /�� VISIBLE � r� - 37'39 - - BMB (G9}SEE 21 RI=>R@ LIGHT OPERABLE O i I �� Q TABLE2.SHEETZ SEES SEETbHEIICAL FORGjGHT SISH� 2B I I 1 BALL SASH 1— 41 FIXED ~7 i6 I VISIBLE I„� e L� e VISIBLE BB 0 45 41 ���"ill LIGHTWUM LIGHTWIDTH kOFT• FIN o O 90 01 FRAME 07WEEP NOTCHES 29 BHOWN 3M•X1/4/4' 25 R28 ""'1 LIGHTNIDTH �� 42 EXTERIOR 72 TT i-iM'%1/4^ 3 (SEE SHEETS Bdi)YYPICAL FOR 74 V 1 yFRA 16 ALL•XOX' FIXED MEETING RAIL SHOWN 33 f BUCK WDRI 3 V4•MAX HORIZONTAL SECTION C-C(XOX) aRooucT REVISED a O lSHIM mpiYYin9 wiU No Flo n ` (1)ATw FRQAN OF INTERLO0 INSTALLATION AS PER SECTION 6D MOVE BUI1tlin8 Code FISHOWN ®(1)31Q•FROMEACHSASH IHIIIp NOA-No. 17-0411.( T LO H MLEO(1)AT CENTER OF SHOWN i stsH snLESRn9s `.` oN....... ��� Red JR by. O R.wen: e.po-auon Da 87242Dzu TYP.ANCHOR TYPE G •ucENbF!l1/ JR 03/27/17 HOCNAN6�TMGBI'�T. By EmTE'SNTANO EDGE DISTANCE RaNxtl By. !Iola• ReNalan: Mlam Da ro uc Con EDGE DISTANCE PER ;P SUBSTRE3,SEESEE *: �No. 50705 1 *_ TABLE3, SHEET 2. v1 EMBEDMENT __ VISIBLE LIGHT FORMULAS 31 I�' : ! , ® J CHANNEL & INTEGRAL FIN FRAMES ROSOWSKI INSTALLATION OPTION S VERTICAL (EQUAL-LITE,XO8OX) ��T •'•. -& - Imp TEawDIDcv DarvE ANCHOPEOIHROIIGHNREGPPI.F9I SECTION D-D WIOTH:BUCKWIOIH/2-4-1/4• '�FS•`fa?IOP''U,�2� MVFNICER342i6 npm p°`" INTOVBEENOTFRAPdfEORBUCK HEIOHT: BUCKHEIGHT-7-1/4' 2iS;O(VIAL EN.�(94 •„p, HORIZONTAL ROLLER -LM 05/15/15 f1111II111 A LYNNMpLER, P.E. CERTDFV.629M Senea/HNRofi-e5510 SNTS 1 SIre4eE0F16 MD- HR5510-01 rB P.E8 bm46 SILICONE STRUCTURAL '--�{ 7!B"NOM. I+— --�{ 7WNOM. �-I ]/0'NOM. —�-I 7N'NOM. �+-- POLYISOBUTYLENE 1l4'NOM. WRN DESICCANT FM. GLASS KODISPACE 5/16"A/A PVS 5/16"A/A PV13 5/16'A/APVB 5/16"A/A PVB ,e 4SG TICS .7/16"AIRSPACE 7/16"AIR SPACE 3/8'AIR SPACE 3/8"AIRSPACE 1/8' A GLASS 1/8" T GLASS 3/16" A GLASS 3/16' T GLASS a EXTERIOR a EX]ERIORa E)RERIOR. a EIRERIOR INT. GLASS HOT -MELT BUM. STRUCTURAL SILICONE GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM S�ts'NOM WRH DESICCANT 77 SUPER —�- 7/B'NOM I Imo— ]IB'NOM Imo— —�{ I ]R'NOM +— I --�{ ]!B•NOM. ExT. GLASS SPACER@NXT11 5tl6'HHSG 5116'H/li SG 5/16"H/H SG 7/16'A/A SG -- -7/16'AIRSPACE 3/8"AIRSPACE 3/8"AIRSPACE 5/16"AIRSPACE ' INL GLASS. 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS 1/8' T GLASS G']EX ERICR Illa EXTERIOR aEMER10R N, aEN EMOR ALUMINUM REMFORCFMEM ]&]B ' 5116' NOM. oEslcc�& GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 POLYiSb OESICCAM FILLAREA 20 3/18'A GLASS 3/16"TGLASS HVHZABOVE 37. 'BUfYLEAL y10"NOM. 2B 76 aEIOERIOft c]FMERIOR �GLA$STtt+ES to-12&1bt8 SILICONE SEAL 29 MAY NOT BE USEDWRH ROLL-FCRMED 30HANNEL OR INTEGRAL STAP1LE5STE ]o-]a 767E • FlN FRAL¢S XL EDGE'" PRODUCT REVISED F%L GLASS SPACER as comp1YIn9 witn ene Plo^- GLASS TYPE 15 GLASS TYPE 16 .....p Gtlo O I I N NOA-No. • •. , . `.' 1cNp•'J en, 17-0411.1 �N" gli LYNNRW 1RE"IUN . Dnm 09/24/2D'Yd JR INT.GLASS TYP. GLAZING DETAIL ia rc#aa enbo * ; No. 50705 'A'=ANNEALS➢ Pert# DexHpOan MObd.1 70 Nanmelinp A$G TP$Spapor System n Oeepei Super: NCbtt#IfOt Nett Butyl Seeth5 Steel br 18 Ouenee Clime Spacer MeleAels ]B CeNinal M. Edge Spacer 'H'=HEAT STRENGINENED �9 ' %I •'. 31 �� ® GLAZING DETAILS J ROSOWSKI T-TEMPERED �� '-7-• T 'PVW-.0WTROSIFOLO PVB BY KURARAYAMERICA INC. STJ ��.(. '.• A O lV�� 10TOTECHNOIAGYDRrvE p pub. 'SG°= L90'SENTRYOLAS0INTERLAYER BY KUPARAT GO ••FZORIDP , �C>` 'SS70NAL.ENG� N.Y CEFL34210 HORIZONTAL ROLLER WINDOW - LM 05/16/15 AMERICAINC. at 7wremus,wm.mn IR pl:e Serfee/Mo&E Swlr. SMeE doeing Na Rer: FOR LAMINATED GLAZING COMPONENTS SEE TABLE t. pLyryLj},IIL P.E. HR-5510 NTS 5 OF 18 MD HR5510-01 B REFERENCE TEST REPORTS: FR 717•B968&8970 SHEE72 pEpae]p5 CERT.OFAIRH.io7B8 Index to All Design Pressure and Anchor Quantity Tables CONq Ma. Wide mar. He(p14 Owns Tyaa Pmt U,AI DedrP .a ActorOu®aty YD ar OX T5' T 5-8 1 0 8 P 9 2 7 a 18 9 IKr &Y '3 8 T 19 ID 4 11 8 21 it 77 0-8 4 10 8 a 10 TV Ts -12 4 12 8 11 U -18 4 8 m Z2 11 NTx iM' B3 5-8 S 9 9 T 28 R 5&0 4 18 8 24 8 I 1 4 14 B 25 10 140, af0-12 4 15 8 15 14-IU 1 4 18 8 27 18 [7A NCHOR USTER DETAIL dr MAX. O.C. r— 4-ANCHOR CLUSTER DETAIL 4'MAX O.C. I--'— 3-ANCHOR CLUSTER DETAIL A- O'MIN.O.C. 2-ANCHOR CLUSTER DETAIL TABLE 8 GNAATyp4A Design Pressum(lbse) s-e torXOor OXWmdows Relat L wl R1 AV BU4k H41phlsup to 54' All Buck WiM9 t50 /-50 to tU TS SEETABLEI7FORANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (RDNFORCEMENTS SHOWN IN FIGURESAPPLYTO ALL FRAMETYPES& CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS %%11I Hll] INSTAI-ED THROUGH THE FRAME OR \ QN.....NN 2)FRA EDAM ARE BASH �1; �10ENSF BIJRHEDIMENSIONS SIZE IS AS BUCKHEIOHT(SHEETS 34). BASH SIZE ISAS PERTHE FlGURE No.58705 S)XTAVAlESNOTAD1IKO HSGKfOUND 1PTDTHE ]IM SIONSHEWIDDIOETABLE. DIMENSION4'AND ONTHETABLE — - ,I "c I• INDICATE �AO�\. 11A EpI THOSE STAAAND SASH THOSESTANDARD SASH CONFIGURATIONS A(.s .._iOlh FALL INTHESASHWIDIHRANOEINTHE , ���,5/ONALE ADJACENT WWMN.'CUSTOW INDICATES THAT NO STANDARD SASH COURGURAVONS ll h I 1111111 FALL WITHIN THE RANGE. A LYNN MUER, TABLE T: Glanlypou Design Pressure(lbstle) 5-e TorXOcr OXWmdowe RCIM. Lmsl R2 AO Suck Hnlihm W WW All Buck Vice. 465 /-70 up to TB' SEE TABLE 18 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEP (REINFORCSMENTSSHOWN IN FlGURES APPLYTOALL FRAME TYPES & CONFIGURATIONS) a R RIAR V/((,�-, " JR 03/27/17 � aTABtElk :`1f RWW W. Don: Rev@bn: I DeacrlPaGT —.t — ® DESIGN PRESSURE TABLES R. 10TOTC-CFO',IOLODY DRNE null �G`' �p411Bm9/T6 HORIZONTAL ROLLER —LM \\\ WFTwaMe plrWro� OL SarlAe/Nodet Smle: SMeI: HR5510 NTS 6 OF 18 ePRT no Al. 011. PRODUCT REVISED AS ptytyingg wIM 1ha Florida aulidi., Cetle NOA-No. 17.0411, Eapiratinn Daln 09124Y11i , BY miam4-0gdQProOuct conwl J ROSOWSKI 05/15/15 HEADER SASH HEIGHT Q 22 OnBnn SILL 0 SASH WIDTH MEETWGRNL 25 �22 22 J b e SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHO WN W RGURESAPPLYTOALL FRAMETYPESS CONFIGURATIONS) IOWS INSTALLEDTHRCUGMT FRAME OR INEGRAI. FIN. IDTH AND BUCK HEIGHT (SEESHEET53-4). SASH SIZE IS AS PER THE RGURE IP TO THE NEXTAVAILABLEYAOTH OR HEIGHT DIMENSION SHOWN ON WE TABU GTE THATTHOSE STANDARD SASH CONFIGURATIONS FALLwDHW THE SASH WIC 'CUSTOM' INDICATESTHAT NO STANDARD SASH CONROURATIONS FALL WLTHIN Glrarrypee Design Pmssure(IbW) 5-s fbrXOOr OXWindows Relnt Leal R3 AS Buck Hei9hte upb63' AI Buck W1,10. up IUTb- SEETABLEII) ORANCHORAGE TABLE W GI STBypm sasA CwAOmNlon Bob yRft RuD Cin) Piessure(IbslftkJ far XOX Windows Rd�d.taei R3 Wkidax Buek Hd�1 u1' S4• ®• 3Si/4' Y-Y-}{ 11.31n-11.391 +W.D 1 5Q0 .%a 50.0 .WA 50.0 12308-123B3 +500 6 o - 0.0 40.0 +W.0 40.0 lS118' Y-Y'-Y 11.391.113W .5Q0 -as +50A 50.0 +M.0 50.o Y-Y-Y 13.s9B11<m +SD.o SQo +Wo -50.0 .50.0 Zan 4b314 Yly,% Y-%-% 11.391-I229r 12293-15553 +W.O +W.O 4Q0 -500 450.0 +0.0 -Wo SO.o .W.O +W.o SQO 50.0 Clalom 11.m-12o18 +mo 5Q0 +W.O 40.0 .W.O 50.0 § 52-114 Y-Y-Y 120v-13.35 .50.0 boo +ssi, SILO aM.0 -E5.0 %-Y-A 13.390. 17.010 +50.0 50.0 450.0 50B +50.0 MD Cmbm 11.391-1&3w +50.0 -WO +50A ao aW.O 50.0 a OO' Y-Y-Y 19.390-15.35) .W.O -500 +W.0 SQO .WA 50.0 Y-Y.-Y 15.381-19.841 .%0 SQO .W.D 5DA +W.O ao Cullom 11.391-1&99T I +MBI 5 o .W.O -5Q0 +W.O SOLD W Y.%-% 1&398-19.110 .SQO -mo +W.O 5Q0 +Mo 40.0 Y.-% MITI.24.8t1 .W.0 -WO .50S 50.0 .W.O 50.0 Custom 1e.3W-10..39 +W.O 5Q0 +510 50.0 14&1' ASP 96' Y.Y-Y 19.398-MM +W.O -WO +W.0 50A ♦WA 50.o Ceebm 24.381-30.M +60.0 -%D .50.0 5 o .500 5Q0 12P Y-Y-Y -30.9W +W.O I Soo .50.0 500 +49P 49.1- '+5D/50FORGLASSTYPESM SEE TABLE 23 FOR ANCHORAGE "MW.SASHSRE- WNDOW WIOTH-5928 2 PRODUCT REVISED as comp In g with No Fledd. . 11u u N 11/ Saguia, de NDA-No. 17-0411... ` ' Ranxed �: Data: Re.vix ERPImuon note09124/2L_- 11:1 VCPAIoe'. JR 03/27/17 Na auNGesTxlssl T. By RaN.aed BY: Date: ReWlom. ldiam as rcduct Contro No.5B705 .P �O\•. �'�� DESIGN PRESSURE TABLES D. J ROSOWSKI sT,�� ' -t\ •. ° t4. 10m TECHNDLOGYDRNE N. VENICE FL9/2]6 �'%SAONAL EgMlid8o-1W0 HORIZONTAL ROLLER - LM H O5l15/15 05 ''/l1111111\\1 i)5QfP9USTWFe•AT. �N �Moa Scull SAaeo OmaMp Ne. Fav: A. LYNNMiLLER P.E.CERT.OFAVTH.028288 HR-5510 NTS 7OF 18 MD-HR5510-01 B P£9 5 05 TGRI F th Glad. type. Design Pm38ure (B1sM12) . e-6 {ar XO Or OX WmdaWS R.Inl. Law) R4 AO Buek HelpM1ta uproTY An Bwk WISH. 150 /-50 W077 sEE TABLE 2D FOH ArvcnutwuE TABLE II: Gums Type. 5-0 Design Pressure(lbse) for XOor OXWmdaws R.inl feel R4 Window Buck Hd011 4r 54' 63' 26Lr +BSO .70.0 +SSe M+O .650 .7111) v2w +eao .70.0 .85.0 .70.0 .65.0 1 -70.0 36' +6&0 .70.0 .65.0 -700 +eio -7ao 4r .o && .70.0 a .o -70.0 .55D .7ao y' 4W .me -Too .65.0 "me an 7D0 6 +660 .70.0 +650 Me .m" +6. .6&D .70.0 +0 475• '.65A70 FOR GLASS TYPES 6A SEE TABLE2I FOR ANCHORAGE 31..Type. 10.12 ReNt Lmel R4 SOCM1 COidpwa0on sash IMBh WrGe Qn) Design Pressure(Ilese) IorXOX Windows W wSuC Ha M 6e• sa• w• Cuslpm 11.391-1a397 +650 -110.0 .650 1410.0 .65.G -110.0 67 YN-N 13.30-1S960 +&O •110.0 +6&0 410.0 +6&0 410.0 15.301-19.641 +05.0 •110.0 W .0 410,D +S&O -110.0 Cusbm 11.301.13397 +65.0 -110.0 .65.0 410.0 +65.0 .110.0 13AS8-1A110 .65.0 .110.0 +810 41U +65.0 4100 y-y-y 10.111-24.W1 .65.0 -110A +MD 410.0 .8&0 -110.0 O wm 17.641-19.307 .65.0 -110.0 . 13 -11110 .65.0' -104.P 26 06• N-y-K' 19-SW-24.360 +65.0 410.0 +65.0 -110.0 -0.0- 406.5• Orst.m 24.381-31.641 +BE0 410.0 +65.0 -11D.0 +MG 410.0 y-N-y 29.841-32515 +Sso .1/00 +65.0 -110.0 +65.P -104.6• 1ZP y-K-N 32515.39.841 +6&0 -1100 .65.0 .110.0 .650 410.0 14P PRI.m -3A641 .65.0 lin0 +65.0 -110.0 .85.0• -104.6' •+65(-HD FOR GLASS TYPE511 512 SEE TABLE 26 FORANCHORAGE MIN. SASH SQE a WINDOW WIDTH-60.72 2 GM.. Typu 14-16 sash 0pn1. -S.n each WMth Wroa MJ Design Pressure(IbslR) for XOX Windows Refit leuvl R4 WIM.w Buck Hel9N q8' .55• 63' C1M. 11.381-13.9W +650 -110.0 +850 1 -110.0 .0.0 41D.0 60' N-N-y 113H-1&360 -me I -110.0 .65.0 -1110 +65.0 .110.0 N-N-y 15361-low +B&D 1 •110.0 +65.0 .110.0 -0.0 -110.0 g CmW 11.391.13397 .0..0 .110.0 +65.0 .110.0 +55.0 -000.3 3 1S y_N-N IsnS-19.110 +MO -110.0 .63..0 410.0 +650 -1020 19AII-24.841 +6&0 -110.0 +05.0 410A +B&O AU19 GValam' 1L841-1B.397 +6&0 410.0 .Uo 410A +65.0 47.4 19.3%-24.380 +MD •110.0 .05.0 -110.0 165.0 ffiO N.bm 24.361-31.641' +85.0 -110.0 +05.0 -1 00.0 -65.0 -80.4 Y._N.N 29.641.32.815 +650 410.0 +63.0 -100.0 +650 d4.3 12P y-N-y 315fe-39.541 +65.0 -110.0 .e&0 •t05A .;. d.0 14P Custom -38.641 +65.0 -11D.0 .650 -1MA +6&0 A0.0 FOR All WINDOWS INSTALLED THROUGH WE FRAME ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3- M, ROUND UP TO THE NEXT AVAILABLE WIDTH OR H Ary 113' INDICATE THAT THOSE STANDARD SASH CON UMN. 'CUSTOM' INDICATES THAT NO STANDARD SASI TABLE 12: Glaze Type; 1D12It 14-18 Design Pressure QbsrW)for XO or OX Windows Refit LemJ R4 Wel"Burk Hdam 54' 63' 76. 2Sllr +65.13 -110.0 .65.0 .110.0 +610 d1110 § 28 -05.0 .110.0 +65.D .110.0 +65.0 -010.0 3 38' +65.1) -110,0 +65.0 -11D.0 +650 .110.0 4P .mo .hail +65.0 -1110 .650 710.0 48" +610 .110.0 +60 .110.0 +650 .110.0 we +810 .1110 +65.0 4la0 +6&0 4P49 Ty +6&0 -11a0 .65.0 403.5 +650 9a0 see TABLE[4 rGw ANvnunAGc R TABLE 13: G... Type. 6&6 PHK Ir.N R4 sa.n mdp�vatl0a Sa.h N1tlN Rs,. DD) Design Pressure P.ffe) forXOX Windows Watlmveu.t HeyN ]G 40• M- BY Geai.m 11.391.11w .0.0 -fie +me 40.0 K o I -Tno +r30 f 3 Sir K-K-K awe-10.300 -me -fix ♦ o -we +B&o -7D.0 .65.o -reo I&W-18.641 -0.0 -7un +BO.o -70.0 a10 -70.0 -S&O -MA 55 Cbtmn 11.391-13387 +65.0 -70.0 +65.0 48.6 .633 £33 +612 d32 Y 75' K-X-K 11396-19.110 . o -"Lo . o 4v.0 +610 E65 +582 d&2 (Z K•K-K 19.111-2&641 +65.0 - x +05.0 "x +BR.O _Tao .me E6A .Ck Cunha 15.350-19.397 -0..0 -70.0 .59.6 49S aM.5 4" 011 49.1 SS- I y-N-N 19.396-24360 Ifide -70.0 +2.1 ULl + o an .503 40.3 Lusimn 24.9M -3036D +&5.0 -no .65.0 Me +A10 J0.9 +57.0 ST.O 12P y-y-N -mm ♦&sn -me . e 59.9 am5 4i15 .40.1 �.1 MIN.SASH SIZE=SEETASM24FORANGHOHAGE TABLE 14: 2 Gaza Tv,. 738 S..N Design Pressure Qbsl(tlJ far XO%Windows NX feel I Cam'- Rl Rmse@D Wnemv Blek HaeN -- Be N-N-Y+ I IB30B-15360 H 5 K-K-K 16.b1-1BE + •� 59 Qalam 11.391 -1139> + y Tr y-yry 13.M-19.110 + -K-K K c.-X iB.111 -2&641 + i&360-1030T + Cutmn 24.301-51WD + 12P Y+-N-N -90.360 •+65f-70 FOR GIASS TYPE 8 "MIN. SASH SIZE - WINDOW WIOTH-59.28 2 Imo-- SASH Yr10Di �-I Ira /1�YU�YI SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWNINFIGURESAPPLYTOALLZS�MNGRAS. FRAME TYPES& OONFlOURATONS) �GUSSTYPE510.12&1416 CHANNLORINTPRODUCT REVISED }OHnNNEL OR INTEGRAL yy 99 ESN FRAMES Sunni.comg19otlow�m Me FlorMa NOA-No. 17.0411. - .`` Y LYN 7, x.w..s W. °°� RMai..• I'-sPnauon Da Og/24/211_ .UCEN..... .,��/. JR 03/27/17 uO cwwGEs lnlssnEet MIvnN-O vPry uel Contm r •.9 R.He.A W. Prte: xeNibn: No.58705 - (] ® a.++4+Sm. Omm Dy: :p L..� 3� ��•;`�` DESIGN PRESSURE TABLES J ROSOWSKI �0�•., .era 0 (yY, 1070TECHNOLOGY DRNE OBe: 0a0: PE ' (�"-.FYORIOP �C;�� N. VENICE FL 942/6 '., s CD (ea1J.m-1600 HORIZONTAL ROLLER - LM 05/15/15 �NAL1`ENs`� m>+RmrtoantmpmusmAs.6c RANGE ALYNiIIwVILLER P.E Sedm/Y.See Sro7e: $fI8 Ore.Bry Na R.n PEnsaas OERT,OpAUg4,ppg�p. HR-5510 NTS 8 OF 18 MD-HR5510-01 B TABLE I7. GIVES Types Anchor Quantities for XO orOX Windows 6.8 Sash 30" Height 36" Height I 4B" Height I 54" Height 30" Height 1 36" Hefght 1 48' Helght 64" Height Width SDI Head E Head 6 Head E Head E Head E Head E Head E Head E ReW Leta S. Gig & Sill & Sill Sill & Sill a Sill 8 Sill 8 S01 � R1 Anchor Group A Anchor Group C 25-10 12.147 HC2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 13 1+02+1 2 1+C2+1 31 1+C2+1 131 1+02+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 13 1+C2+1 2 1+C2+1 31 1+C2+1 31 1+C2+1 3 36" 17.397 HC2+1 2 1+C2+1 3 1+C2+1 3 1+C2+7 9 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1. 3 H m 42" 20.397 1+C2N 2 1+C2+1 3 1+C2+1 3 HC2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 e 48" 73.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 HC2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 'o 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2aC2+2 3 2+C2+2 3 2+C2+2 3 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 Anchor Group B Anchor Group D 25-10 12.147 HC2+1 2 1+C2+1 '3 1+C2+1 3 1+C2N 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 t 28" 13.397 f+C2+1 2 1+Cr3l+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+7 3 1+C2+1 3 1+C2+1 3 17387 1aC2+1 2 1+C2 3 1+C2+1 9 1+C2+1 2 17 2+1 3 1+C2+1 3 1+C2+1 3 47 20.397 1+C2+1 2 1+C21 3 HC2+1 3 1+C2+1 2 1+C2+i3 1aC2+1348" 23.397 1+02+1 2 1+C21 3 HC2+1 3 1+C2+1 2 1+C2+1 3 HC2+1360" 29.397 2+C2+2 2 2+C2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 375'36.897 2+C2+2 2 2+C2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2a2 3 2+C2+2 3 SEE TABLE 6 FOR DESIGN PRESSURE TARI F 1A' Anchor Quantities for XO or OX Windows Sash 30Helghl 36"Helghl 48"Height 54'Height 30"Helght 36' Heighl 48" Helght 54" Helghl das Wdth Head c Head ' Head 'Heatl s Head Head s Head HeadR& Sill —Ema & SRI m & S81 A& Sill A & S31 I- & Sib -- & Sill A & Slit Anchor Group A Anchor Group C 25-1/2' 12.147 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 g 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+32+1 3 36' 17.397 1+C2+1 2 1+C2+1 3 14C2+1 31 1+C2+1 3 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 48" 23.397 1+C2+1 2 7+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 75" 36.997 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Gmup B Anchor Group D 254PP 12.147 HC2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 rba 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 HC2+1 3 1+C2N 3 38' 17.397 HC2+1 2 1+C2+1 3 1+C2+1 3 1aC2N 3 1+C2+1 2 1+C2N 3 1+C2+1 3 HC2+1 3 m 4T 20.307 1+C2+1 2 1+C2+1 3 1+C2N 3 1+C2+1 31 1+C2N 2 7+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2N 3 1+02+1 3 7+C2+1 3 1+C2+1 2 14C2+1 3 1+02+1 3 1+C2+1 3 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+ MWIMUMANCHOR WAWIII GSHOWN..ALLANCHORAGEMUSTALSO COMPLY WITH THE MAX. O.C. SPACING SHOWN ON THE ELEVATIONS. Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor GmupE Anchor GroopF 3.6° 4' GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANWORWANTRY PERJAMB 2+C3+2 3 HEPD PND SILLANCHOR OUANRT'!: (2)ANCHORSATTHE FIXED SECTION +A CLUSTER OF (3)ANCHORS CENTERED ATTHEMEETWG RAIL +(2) ANCHORS ATTHE SASH TOTAL OF 7ANCHORSATTHE HEW AND 7ACCHORS AT THE SILL GEE EIEVAT10SEE EL TI SEE ELEVATION, SHEET 1 _ SEE CLUSTER DETAILS, SHEET 6 SEE ELEVATION, / O �, / SHEETI GEE ELEVATION, SHE MEErNGRAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR OUAMITY PERJAMS 1+C3+2+C3+14 HEIOAND&LLANCHOROUANTRY: .t)ANCHORATTHESASH A CLUSTER OF (3) ANCHORS CENTERED AT THE M EETaJG RAIL HORS AT THE MIED SECTION +A CWSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(1)ANCHORATTHESASH TOTA1 OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT WE SILL / H tREPEATANCHOR PATTERNATSLLI. SEEELEVATION,SHEEr1 I� SEEELEVATION,SHEETI --+� SEE ELEVATION, SHEET I SEE ELEVATION, / X / O X � 1 SEE NATION EET1 MEETING RAE SEE CDUNLUSTER SHEETS S. SHEETS NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HECHT(SEE SHEETS 3A). SASH SIZE IS AS PER THE FIGURES ON clog for"Integral•SHEETS ss. In"Installation2) MR SIZES NOT SHOWN, ROUND UP TO THE NFMAVAILABLE WDn1 OR HEIGHT 2tC2+2 PRODUCT REVISED as pl gg Ith 1ho Florr4a UsUdIA9 otle No" . 17-0411.08 ADDED NOTE TO ANCHOR E OTY. TABLES i ce w O o N Q d. m lUi 7W O f/7 0 p zLL0 Is a o X u7-00. rn saa IW-Zv ua J LU O ® m 2 {aa R j O F 1N.. 2 a 2 'LET o p 0 O o Z O L Q = No.58705 m TABLE 19 Max. Anchor O.C. Glass Types Anchor Quantities forXO or OX Windows Spacing for"Integml- 5 8 sash 30' Height 36' Height 48' Height 54' Heighl 63' Height 30' Heighl 36' Height 48' Height 54' Helght fi3° Height FIn"Installation dth On) Head Head E Head MeeI ad -sill o Head Head II Head HeedIII Head E Maher Anchor Mat Level BSIII BSIII BSIII &SIIIIII am &Sill m —� BSill 85111 &SIII 8EI11 GloupE OrwpF Anchor Group Anchor Group 25112° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a 1+C2+1 3 HC2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1*CZ+1 4 1+C2+1 4 28' 13.397 1+C2+1 2 36" 17.397 1+C2+1 2-1+C241 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m .42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+7 3 HC2+1 4 1+C2+1 4 1+C2+1 4 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4F2+CZ+2 2 2+C2+2 3 2+C1+2 4 2+C2+2 4 2+C2+2 4 75. 36.897 2+C2+2 2 2+C2+2 3 2+CZ+2 4 2+C2+2 4 2+C3+2 4 2 2+C2+2 3 2+C2+2 4 2«C2«2' 4 2+C2+2 4 Anchor GroupB Anchor GroupC 25-1/2' 12.147 i+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 42 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28' 13.397 1+C2H 2 1+C2+1 3 1+C2+1 4 i+C2+1 4 1+C2+1 4 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 m 36' 17.397 1+C2+1 2 HC2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+C2+7 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42' 20.397 - 1+G2+1 2 HC2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 5 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2«C2«2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2•C2+2 4 2+C2+2 A 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 SEETABLEO O.C. Gass rypas Anchor Quantities for XO or OX Windows egml. 0.8 Sazh 30" Height 38" Helghl 48" Height W Height 63" Height 72" Height 30' Heighi 3W Heiht 48" Height 54" Heght 63" Helght 7T Helghton wWro .Head Head Head E Heed Head Head Heatl Heed Heatl E Head Head E Head 54" char Relnf. Level (in) 8Sill BSIII &SIII ° &SA6 BSAI BSIII & 581 B SIII & SIII .'O, & Sill l 8 Sill 8 SIII wp F R4 Anchor GroupA Anchor GroupC " 25-1/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 51 1+C2+1 51 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+132+1 5 v 2W 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 HC2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+C2+1 5 38' 17.397 1+C2+1 2 14C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+0+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 . m dT' 20.3W 1+C2+1 2 1+C2+1 3 HC2+1 4 1+C2+1 4 1+C3+1 5 HC3+1 5 1+C2+1 2 t+C2+1 3 1+C2+1 4 HC2+1 4 1+C3+1 5 1+C3+1 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 HC3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+0a1 4 1+C3+1 5 1+C3+1 5 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 ZC3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+G4+2 5 NOTES: �RESUC 75" 36.897 2+C2+2 2 2+C2+2 3 2+G3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+Cd+2 5 2+C4+2 DIM VANE 5 AREWsE mom ANo Anchor Group S Anchor Group D BUCKHEIGHT(SEE SHEETS 3A). SASH SITE IS 25-IMfl17.3397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+02+1 5 AS PER WE FIGURES ON tl 28" i+C2+1 2 HC2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 68. 36" 1+C2+1 2 HC2+1 3 1+C2+1 4 7+C2+1 4 1+C2+1 61+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2N 4 1+C2+1 4 1+C2+i 5 1+C3+1 5 21 FOR SIZES NOT SHOWN. ROUND UPTO m 42" HC2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 HC3+1 5 1+C3+1 2 7+C2+1 3 1+C2+1 4 HC2+7 A 7+C3+1 5 1+C3+1 5 THENEMAVNIABLE 48" 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 +1 2 1+02+1 3m 1+C+1d1+C3+151+C3+15DIMEN IO HEIGHT DIMENSION SHOWN ON 60.2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 E6_+l +2 2 2+02+2 3 2+C3+2 4 2+C3+2 5 2+C4+2 5 THE TABLE 75' 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C 7 5 2+C4+2 +2 2 2+C2+2 3 2+03+2 4 2+C4+2 5 2+C4+2. 5 3)SEESHEET9FORA SFETABIEIOFOR OESIGNPRESSURE GUIDE TO USING THESE TABLES. MINMMANCHORQUANnRESSHOWN. AL MMORAGEMUSTALSOCOMPLYWIIHTHEMAXO.C.SPACINGSHOWNONTHEELEYAnONS. 11 P£CeeTW j I Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash Sir Height I 36' Height I 48" Heght 54' Helghl I 63' Height Sir Height I 36' Hefghl 48'Height I 54' Height a3' Height Width Head n E Head " Head •' Head EIII Head s EIII Heatl Head E Head E Head E Head a E Relnf. C aul (nl & SIE g 8 Sill 8 $91 -'0, 8 Sig & Sill 8 Sill & Sill =° & Sill & S61 8 Sill R4 Anchor Group A Anchor Group C 25-112" 12.147 1+22+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 41 1+132+1 4 U 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 1+C2+1 4 36" 17.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 1-C2+1 4 1+C2+1 4 m Not Allowed 42' i+C2+1 2 1+C2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 4 c 48" 1+C2+1. 2 "1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 69' 7 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 7 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 256TT 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+Cz+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 28" ] 1+C2+t 123,3971+C2+1 2 1+02+1 3 1+C2+1 4 1+C2N 4 7*C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 4 3fi" 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 1+C2+7 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 42' 1+C2+1 2 1+C2+1 3 1+C2+1 4 i+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 7+C2+1 d 1+C2+1 4 48' 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C21 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' . 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2d75^ 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 SEE TAEIE 11 FOR DESIGN PRESSURE NIMUMANCHOROUANTITIESSHOWN. ALLANCHORAGE MUST A 150 COMPLYWITH THE M O.C.SPACINGSHOWN ON THE ELEVATIONS. Max. Anchor O.C. Anchor Spacing for "Integral- croupF Fin" Installation q Gl3STYPES 10.12 & %16 MAY - NOTSEUSED WITH J CHANNEL ORINTEGRALFIN FRAMES NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCKHEIG (SEE SHEETS 34), SASH SME I AS PER THE FIGURES ON SHEETS Sd. 2) FOR SM NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WDTH OR HEIGHT DIMENSIORSHOWN ON THETABL 3) SEE SHEET S FORA GUIDE TO USING THESE m.,Hg gwith tho Florida andis, Ca NOA-No. 17-0411.08 ram c I,- MINIMUMANCHOROUA IESSHOWN. AL MP OMGEMU3TALS000MPLYWR EM O.C.SPAOMSHONMONIHEE ATION3. Glass Tyj a AGChorQuanddesforl(OXWindows 6-8 Sazh Bash 24-Wight 3C Wight36'HaI9M 48'WI9M WWI9Nf w-WINt 24-WIh1 30'Hdeht 36'Wight 4yhl 8'W 54'WISK 6 WV1 Reinf. Lcwl � � wa Wn980n) W4 &581 E Heed&SN Head&SID u Wed&S81 Wad&sa Head&Sill Hard&S'0 Head&SIR 9 Wad &SIR I Heed&Sa 5 Head&SM 1.1 m Wwasin n R3 Anchor Gmup A Mahor Gmup C 35.114- Y-Y-Y 11.391-11.391 1aQ+w¢+1 21+Qa0.¢.H 2 1.¢a0+Q+1 31+C2 Nw 14 1.C2+wU+1 41+C"H l 4 7+Q+0+CA1 21.CMwQH 2 1+C2+O+C2+1 31+¢+OfC2+1 4 1aQ+0+Q+1 4 NQ.wC2+1 4 38' Ya-Y-Y 12308--12308 1+C2+ C2+7 2 1.C2.w¢+1 2 1rCZ+w¢.1 3 1.Q+wC l 4 1+¢.wQ+1 4 /+C2+0+¢+1 4 t.¢+wC l 2 1+¢+O.C2+1 2 1+C2+wCN1 3 1+¢+w¢+1 4 1+C2+0a¢.1 4 I+Q+wQN 4 11.391-13.397 OC2*0C 1 2 14Q+wQ+1 2 1+Q+0 C1 +1 3 i.Q+wQ+i 4 1+Q+w¢+t 4 1+Q.O+Q.1 4 7+¢+0+¢+1 2 1+¢+w¢•1 2 1.Q.wQ+1 3 1+ 10,M+1 4 1,CM0+¢+1 4 1aC2+O+CM1 4 Y-%-Y 13.398-14.WJ 7+cz.wQ+1 2 I+C2+O+¢+1 2 1+C2+0+C2+1 3 1+C2+wC2+1 a i+CZ40 2+Ij 4 1+C2+0+¢+1 4 HQ+O Ci 2 1+¢+w¢+1 2 1+CMw¢+I 3 1+Q+wQ+1 4 14 2 o+m+1 4 i+C2.0+¢a1 4 YO-Y-Y 17.341 -12397 i+C2+1aC2+1 2 1.02.1.Q+1 2 1+Q.1a¢.1 3 H¢+7aQ.1 4FC2•Q+i 4 1,¢,1+¢ry 4 1+Qai*C2+1 2 1+Q+1+¢+1 2 l+¢+t+C2.1 3 1.Q+1+¢+1 4 NCd+1aQ+1 4 1+¢+1+¢+1 4 47319' Y-Y-X 12298-15.558 1+Q M+I 2 1+C D+CM1 2 1+Q+wQ+I 3 1+C O+=+7 4¢+1 4 7+C2•w¢*1 4 1+Q+0+MI 2 1+Q+DaQ+1 2 1*¢+wC2+7 3 1+C2+wQ+t 4 9MO+C2+1 4 9Q 04Q 1 4 Custom 11.391-12019 1+Q+1+¢+1 2 1.¢+t+C2+1 2 1+C2+1+C2+7 3 1+C2+1+C2+1 4+¢+1 4 1+CN1+Q+I 4 1+Q+HQ+1 2 1+Q+1+¢+1 2 1+MI+D2+1 3 1a¢+i+C2+1 4 I+C2+1+¢+7 4 1+CZO.C2+1 4 52-i/&' Y-Y-Y 12017-1a34r 1+¢.7+QN z 1.Q.1+¢•1 2 t+¢+i•CM1 3 1+C2+1*C2,1 a¢.f a 1+C2+7+Q*1 4 1.C2+1•C2+1 2 1.C2+taC2+1 2 1+CN 1+C2+1 3 1+Q+I.Q+1 a 1.C2+i+CN1 a 1+¢,7+Q+1 a Y-Y-Y 13.398-17.01E 1+C2+w¢N 1 1+C2+w¢r1 21aC2•wC2+1 3 1*Q+wC2+1 4¢+1 4 1+¢+5.Ch1 4 ia¢+wC2+1 2 1+CM0.¢*1 21.D2+wCM1 3 I•CNO+¢+14 1+C2+wCKa1 4 1+CNaQ+t 4 9 Custom 11.391-13.397 1+C2+1+02+1 21+C2.1+¢.1 21.Q+t+C2+1 3 1.C2+1a¢+1 4¢+1 4 1+C2+1+M+l 4 i+M+1+Ml 21+¢+1+¢+1 2 1+C2+1+02+1 3 1+M+14=+1 4 t+C I+N 1 4 1-C I+Qa141].398-15.380 t+CM1+CNi 2 1+C2+1,Q.1 2 t+CN1.Q+1 3 taCMta¢a1 4Q.7 4 1,C2+1+¢N 4 1.Q+N¢.1 2 1+¢a1+¢+1 2 i+Q+7+¢,1 3 1aQ+H+Q+1 9 1+C2+1aQ.1 / 1+Q+7+C2.1a15.381 -1B%11 1+¢+0r 1 2 1+C D+M+1 2 1•C2HMC2+1 3 1. 0+13Q+1 4 0 4 i+¢M+CN1 4 1.¢+B+QH 2 1+C2+w¢M 2 1+C2+wG2+1 3 1+CS+B+C2+1 4 I.C2+0.¢+i 4 1+=10+s l 4Custom 11.391-133W 1+C2+3+¢+1 2 1+Qa3+C2+1 2 1+Q+3+C2+1 3 1,¢+3+CNt 4C2+1 4 1+C2+3+C2+1 4 1.C2+3a02+1 2 1+C2+3+¢+7 2 l+¢+3+02+1 3 t+¢+3+Q+1 4 f+C2a3+C2a1 4 1+C2+3+C2+1 475' Y)J-% 13.398-19.110 1+1W2+¢•7 2 HC2+2+¢+i 2 1+C2+2+C2+1 3 1+¢a2+Cn1 4+Q+1 4 1a 2+¢+1 4 1+C2+2+C2+7 2 1+C2+2M2+1 2 1+C2+2+C2+1 3 t+Q+2+02.1 4 1+Q+2+¢+1 4 i+Q+2+M+1 4 Y-Y-Y 19.111-24.MI 1a¢a1+Q+1 2 NCN1a¢+i 21+C2 11 l 3 1+C I+C2+1 4 1+Q+ir¢.f 4 i+Q+t+¢+1 +1 4j14a+NNM1 21.42r1+¢+1 21+¢+1+C2+t 3 1+Q,1+C2+1 4 1aC2aia(2+1 4 1+¢+1+C2a1 4 Cuslsm 1&380-19.397 1+¢+3+Q+1 2 9M3+Q+1 2 1+C2+3.M+7 3 1+C2.3+C2+1 4 1+Q+3+¢ai 4 1.Q+3 O+1 4N1 2 1+C2.3+Q+1 2 1+Q+3+Q+1 3 1+Q+3,¢+1 4 1+C2+3+M+1 4 1+¢+3.G2a1 4 e6' Y-Y-Y 19.398-24.360 1+CN3+Q.1 2 i+Q+3.¢+1 21+C2*3,Q+1 31+C2+3+C2+1 I i+¢+3aC2+1 4 1+¢+3+C3*1 4Q.1 21a¢.3+Q+1 2 ta¢+3+Q+1 31+¢+3a¢+1 4 1+C2a3.¢+1 4 1+C2+3+Q+1 4 Custom 2A.381 -30.360 f+C2.2.Q+f 2/+CM2e¢N 2 1aCMMCMI J 1+C2+2+Qr1 d 1+¢+NC2a1 4 1+C3+2+pN 4¢N 2 1+C2+2+¢+1 2 t+Ch2•C2+1 3 1a¢.2+C2+1 4 1+¢+2+¢.1 4 1+C2+2*¢+1 4 12C Y+-Y-Y -30.380 1.C2+3.Q+1 2 1+C2+3+C2.1 2 1+Q+3aQN 9 1•C2.3+¢+1 4 1a¢.3•CM1 4 1.C3+3+¢+1 4C2+1 2 1,Q+3+¢.1 2 taQ+9+C1.1 3 1+Qa3aQa1 4 1+C2+3+C2.1 4 fiQ+J+C2+1 4 Anchor Gmup a MchorGmup 0 9Sll4' '/i-Y-Y 11.391-t1.991 taC2+0+Qat 2 1+C2awC2at 2 7+Q+wC2+1 3 7aCZ+wC2+1 4 1+¢+wQN 4 HC2.w¢+1 4C2+1 2 1*C2+wQ+1 2 1+Q+w¢.1 3 i+C2+w¢+1 4 fa¢+0a¢+1 4 ta¢.wCN1 4 3B' Y-Y-Y 123DB-1230B 1+¢+0 +1 2 irC2.D•CM1 2 1aGNU+C2+1 3 1+Q+wC2+1 4 N¢+0*¢+1 4 1+Q*0+ +I 4C2.1 2 1+1 2 0+a+l 2 1+C2awC2+1 3 1+¢+w¢+1 4 T.0 P a1 4 VMG+Ct+l 4 Y-Y-Y 11.W1-13.397 1+C2+O+Qa7 2 1+Q+D+¢+1 2I+Q+wC2+1 3 1+C2+0+C2.1 4 1+Q.D+Q+1 4 1.C2+wC2+i 4¢+1 2 1+¢•w¢N 2 1+Q+wQ+1 3 1aQ+wQ+1 4 1+C2.w¢.1 4 1+¢+w02+1 4 45-116- Y-Y-Ya 13.398-14.U83 7+Qaw¢ai 2 7.C2 C+M+1 2 1+¢+NMI 3 1+C O+C2+1 4 1+¢+w¢+1 4 I.M+D+Q+1 41 2 1+CMwQ,1 2 1+C2+wQ+1 3 1+¢+w¢+1 4 HC2.w¢+1 4 1+C2-0+M1 4 Y-Y-Y 11.a91-12287 1+C2+1.Q+I 21+C2+tr¢+1 21+C2+1+CN7 31.Q.1.¢+1 4 1+¢+i+¢+1 4 1•¢+1+Q+t 4 7+¢ai+¢•1 21•¢+1+¢+1 2 1+MI,M+1 31+¢+1a02+1 4 t+Q+taQat 4 1a¢+1+CNl 4 473V Y-Y-3S 12298-1&65B 1.G2,DHR+1 2 NQawCMt 2 1+4'2+01Qa1 3 i+C2+wC2+1 4 1+Q+w¢+1 4 I.¢+O+MO 4 1+C2*wC2+1 2 1+Q+wQ+1 2 1+C O+=+t 3 1+¢+0+C2+1 4 f+C2+0+¢+1 4 1a¢+w¢+1 4 C SIom 11.381 -12018 1+C2+1+Q+1 2 l+Qr1+¢+1 2 1+C2 1+=+1 3 14C2+14¢+1 4 1+¢+1+Q+1 4 1+¢+1+Q+1 4 1+Q+1+C2+1 2 1+¢+1+¢+1 2 1+C O+C2+1 3 7+M+1+Q+1 4 1+C2+1+Q+1 4 1+Q+i+C2.1 4 S u-Va- Y-Y-Y 12017-13.397 1+C I+¢+1 2 i+C2a1+¢.1 2 1•C2+7+Q+1 3 t+Q+1+C2+1 4 1+¢+14CM1 4 1+CMt+¢+1 4 "C2+1+C2.1 2 1+C2+1+Q+1 2 1+C2+1+¢+1 3 1. 1+¢+1 4 1+D2+1a¢+1 4 1+¢+I+C2+7 4 x Y-Y-Y 13.398-17.01E 1+C2+0¢+1 2 1+C2a 121+C2+0+ 1 3 1+CMw¢ai 4 7+MH M+1 4 1+C2+w¢0 4 1+¢+wC2+1 2 t+Criw¢+t 2 1+C2+wC2+1 9 1+¢+O+Q+1 4 1.Q+w¢+1 4 1+Q+wQ+t 4 H m C win 11.391 .13.397 1+C2+1+¢+1 2 1+CJ+ M1 2 1+¢+irC2+1 3 1r¢+1+¢+1 4 1+C241+Q+1 4 1+CM1+Q+l 4 1+C2+1+C2+1 2 I+C2+l+CN1 2 1+C2+faC2+1 3 1+C2+1+¢0 4 1+C2+1+Q+1 4 1+¢+1+Q+1 4 60' Y-Y-Y 11998-15.360 w¢+1+¢+1 2 1a¢0+Qr1 2 1+C2+NC2+I 3 7*¢a1+¢+1 4 ia¢.HC2+1 4 1*¢+i+¢+1 4 7+¢+1+C2+1 2 H¢+1+¢+1 2 1+¢+NC2+1 3 1+Q.HQN 4 1aC2+7+C2+1 4 t4¢a1+¢4i 4 Y-Y-Y 15.331-19.fA1 1+D2+w¢,1 2 1+Q,0+¢41 2 1a o+C2+1 3 1+C M+1 4 1+Q.wC2+1 4 1+C2+1H l 4 1aC2+0aQ+1 2 1.¢ M+I 2 1.QaO l 3 1+Q+wQ.I a 1+Q+wQ+1 4 7+Q.wC2+1 4 Custom 11.391-13.307 1+C2.3+¢+7 2 1+Q.3+Q+1 2 1+¢+3a i 3 7+C2+3+¢+1 4 1+Q.3.Q+1 4 1rCM3+C2+1 4 1+¢+9.C2+1 2 1+C2+3+¢+i 2 1+C2+3+C2+1 3 1+C2+3+Q+7 4 1+C2+3+¢+1 4 1+¢+3aC 14 75' Y-J4-Y 13.998-19.110 i+Q•2+¢+t 2 1+Q+2+Q•i 2 1+CM2WKa1 3 1+C2+2.¢.1 4 1+¢.2 0241 4 1•C2✓2+¢+1 4 1+C2+2.Q.1 21+¢+2aU+1 2 1+¢a2+C2+1 3 1+C2+2+C2+1 4 f+C2+2+Q+1 4 1+Q+MC2+1 4 Y-Y.-Y ID-111-24.5,11 1+ 1+C2+l 2 t,¢a1+¢+t 2 1+C20+C2+1 3 1.C2+1+¢.1 6 i.¢a1+Qa1 4 i.C2H+¢+1 4 1+T2+t+G2+f 21.¢+fatZ+t 2 fa¢N+Q+1 3 1+¢.1+Cd+1 4 1.C2+1+C2+1 d 1+¢+1.¢+1 4 L+Q+3 1.. I&WO-19.397 1a +UC;2+11 2 1a¢+3+¢+1 2 1+Q+3.Q+7 9 1 l 4 1+02+3+C2+1 4 i+¢+3+¢+1 4 1+ +3+Q+1 2 1aQ+3+C2+1 2 1+C2.3+Q+1 3 1+¢•3+Q+1 4 1+Q+3+CM1 4 1+C2+9rC2+1 4 98' Y-Y-Y 10.398.24.350 1-1 2 3+¢H 2 /+C2+3.¢+1 2 1+Q,3+C2+1 7 f+C2.3+C2+1 4 1.¢.3+¢N 4 laC2+3+C2,7 4 7+C2+3+CL+7 2 f.C2+3+M+1 2 1+Q+3 C2+1 3 1.¢a3+¢+1 4 t,C2+3+QH 4 t+C2+3+C2+1 4 Cuatmn 24.381-30.MC I.M+2+Q+1 2 1+C2+2.¢+1 2 1.CNMQ+f 3 f+Q+2+¢+1 4 1.¢+2a¢+1 4 taCM2+Q+1 4 1+¢+2.C2+1 2 1+CT+2aC2+1 2 7.¢+MC2a1 3 1+¢+2+¢a1 4 1.G2+2aQ+1 4 7+CN2+C2+1 4 12C Y-Y+-'/. -30.360 1+¢+3+C2.1 2 1.Q.N¢+1 2 0C2.3+C2+1 3 1+¢.3+02+1 4 7.¢01 4 1+¢+3.C2a1 4 t+Q+3.¢a1 2 1M2+3a¢+1 2 1+¢+3+¢+i 3 1+¢+3.Q+7 4 1+C2+3+Q+1 4 93+C2.1 4 MaX.Anchor O.C. Spacing for"Integral- Fin" Installation Anchor crow E Anchor Group F 2.9 4- MIN. BASH-- WNDGWWIDTH-69.28 2 see TP LL m3 OR HEIGM DIMENSION SHOWN OMWETABLE CONFGURATIONS FAIL WITHIN THE SASH WIOT RANGE BASH GDNPIGUM=NS FAIL WITHIN THE RANGE A. LYNN N P.E» MINIMUMANCHOROHANTITIESSHOWN. ALL ANCHORAGE MOSTALSO COMPLVWRH THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS Glass Types Anchor Quantifies for XOX Windows 6 6 6 Seen Sash N. Hei,h 30• Height 36' Height Qr He ght 54' Height U Height 24 Height I 3W H.bht 1 3(• He10t 1 40' Hcighl &9' Height W Haight ReinC Level Cedigumbcn Keith Pence 0n) Head & Sill Ibad & SN 9 He mI & SM Head & SJI Head & Sil Head & SW heed & SM Hoed & SN p Head & SM § HSed & Sill ii Heed & SIII Head & Sill R4 Anchor Group A Anchor Group C 36-1/4- X-iS-Y 11.391-11391 - NotMowed 1+C2+0+02+1 2 1+C24102+1 2 1+C2+0+C2+1 3 1+C2+O+C2N 4 t+C2+0+C2+1 4 +C2+1 4 ST Y-Y-Y 12.308-12.308 tIC2+0+C2+1 2 1«C2+bC2+1 2 1+C2abC2+1 3 IaC2a0+02+1 4 1+C2+C+C2+1 4 +C2+1 4 45-718' Y-Y4-Y 11.391.13397 1+C2+O+C2+/ 2 7+C2tD+C2+1 2 1+M+O+C2+f 3 1+o2+NC 4 7+C2+O+C2el 4 +C2N 4 Y Y Y 13.398-14.683 1+C2+O+C+1 2 1+C2+bCN1 2 1+C2+0+12 1 3 1+C2+b02+1 4 1+C2+bC2+1 4 +C2+1 4 47-3+4' Y-Y-Y 11.391.12.297 1+C2+1+C2+1 2 t+C2a1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+12 1 4 C2+1 4 12.299-15.559 i+C2+bC2+1 2 1+C2+p+C2+1 2 7+C2NNC2+7 3 1+C2abC2+1 4 1+C2+D+C2+1 HI+C2+�M� 4 +C2+1 4ousters 11.391-12.010 1+C2+1+C2+1 2 I+C2+7+C2+1 2 i+C2+1+C2+1 3 1+C2+1*C2a1 4 1+02+7+C2+1 4 C2+1 452-116' YYY t2017-13.397 1+02+1+C2a1 2 1+C2+i+Ce+1 2 1+C2+1*C1+1 3 1+CZ+i+C2+1 4 1+C2+taC2+1 4 C2+7 4YY-Y 133M-17.016 1+CZ+O+02+1 2 1+C2+0+C2+1 2 1+C2+b02+1 3 1+C2+bC2«1 4 1+C2+bC2+1 4 C2+1 4Custom 6R 11,351-13.397 1+C2+1+C2+1 2 faC2aHC2+1 21+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2«NC2+1 4 C2+1 4 Y-X-Y 13.399. IS.= I+C2+1+C2+1 1+C2+O+C2+1 2 1+C2+1«C2+1 2 1+02+0+02+1 2 IaC2+1+C2+1 2 1+C2+0+C2a1 3 1+C2+1+02+1 3 1+C2+O+Uti 4 1+L2+1+C2+1 4 1+C2+0+C2+1 4 1+C2+1+02+1 4 1+C2+O+C2+1 4 4 X-Y-Y 15.311-10.641 75- Custom 14.391-13.397 1+C2+3.0 it 2kTIE2�3+Ml2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+CNI 4 1+C2+3+C2+1 4 Y-Y-Y 13.398-19.110 1+02+2+C2+1 21 2 1+C2+2+C2+1 3 1«C2+2+C2+1 4 1+C2+2+C2+7 4 1+C2+2+C2+1 4 19.111-2d.641 1+G2+1+C2+1 2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+02+1+C2a7 4 1+C2+1+C2at 4 96• Cust1B38U-19.397 i+C2+3+02+1 1+C2+3+C211 22+t2 2+1 1+G2+3+C2+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+CE+1 4 I+o2+3+C2+1 4 1+G2+3+M+l 4 i+C2+3+C2+1 4 1+02+3+02+1 4 4 Y-Y-Y 19.390-24.369 Custom 24.381-30360 1«C2+2+C2+1 22+1 2 1+C2+2+C2ri 3 1+C2+2+C2+1 4 I-M+2+C2+1 4 1+C2+2«C2+1 4 120° Y+-X-Y. -30380 i+C2+3+C&i 22+1 2 7+C2«3+C2+1 3 1+C2+3+C2+7 4 1+C2+9+C2+1 4 1aC2+3+C2+1 4 Anchor Group B Anchor Group D 35.11V Y-X-Y 11.391-11.S91 7+C2+bC2«1 2 I+C2a0+L2+I 2 f+C2+O+C2+1 3 1+L2+O+C2+1 4 1+C2+0+C2+7 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 i+C2+0+ 11 2 1+C2+bc2+1 3 1+C2+b02+i 4 1+C2+O+C2+1 4 taC2+o+C2+1 4 30' Y-Y-% 12MB-12.308 1+C2+0+C2+1 2 1+02+0+02+1 2 I+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+D+C2+1 4 1aC2«p102+1 4 1+C2+b +1 2 1+C2+0+C2+I 2 1+C2+0+02+1 3 1+C2+bC 14 1+C2+0i02a1 4 1+C2+0+C2+1 4 Y-%-Y 11381-13.397 1+C2+0+C2+1 2 1+C2+0+02+1 2 1-a+b +1 3 1+C2+D+C2+1 4 1+C2+bC 14 1+C2+bM+I 4 1+02+O+C2+1 2 14C2+0+0N1 2 14024bM+1 3 1+C2+D+C2+1 4 1+02+O+C2+1 4 1+C2+0+C2+1 4 4 Iny Y.-M-Y 13.398-14.683 1+C2+GtC3+1 2 1+C2+04C2+7 2 1+M4(SC2+1 3 1+C2+bC2+1 4 1+C WC2+1 4 1+C2+D+C2+1 4 faC2+O+CZ+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D-C2+l 4 1+C2+NC l 4 1+C2+O+C2+7 4 Y-X-Y 11381. 12297 1+C2+1aC2+1 2 1+C2+i+C2+1 2 1+C2+7+C2+1 3 1+C2+1+C2+1 4 1+C2+7+C2+1 4 1+1 21- 14 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 3 1+W+1+C2+1 4 7+C2+i+C2+1 4 7+C2+1+C2+1 4 4M3 Y-Y-% 12.208-15.558 7+C2+bC2+1 2 1+C2abC2+1 2 1+C2+ F+-j 3 I+C2+ba.l 4 1+C2+0+C2+1 4 7+C2a0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2«7 2 1+C2+O+C2+7 3 I+CZ+D+C2+1 4 1+C3+O+C2+1 4 1+C2aD+C2+1 4 Custom 11291 -12016 1+C2+1+C2+1 2 1+02+1+02+t 2 1+C2+irC2+1 3 1+C2+1+C2+1 4 1+C2+1+c2+7 4 1+C2+11+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+7 2 1+C2+1+C2+1 3 1+C2+14C 1 4 1+C2+1+02+1 4 1+C2+1+02+1 4 52-1/m Y.Y-Y I2.017-13397 1+C2+1+C2+1 2 1+C2+I+C2+7 2 f+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+G2+1+C2+1 2 I+C2+1+W+1 3 1+0204a 1 4 1+C2+14C 1 4 1+02+I+C2+7 4 X-X-Y 13.39e-17.016 1+C2+O+C2+1 2 7+02+O+C2+1 2 1+C2+0+02+1 3 1+C2+QIM«l 4 1+C2+01C2+1 4 1+C2+D+G2+1 4 1+C2+p+C2+i 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C4+0+G2+1 4 4f usCusom 11.391 - 13.397 1+C2+1+02+1 2 1+C2+1+C2+7 2 I+C2«1+C2+1 3 1+C2+1+C2+1 4 1+C2a1+C2+1 4 1+C2+1+C2+1 4 1+C2+taC2+1 2 1+C2+14C2+1 2 I.M+1+C2+1 3 1+02N+C2+1 4/+02+1+C2+1 4 1+C2a1+C2+1 4 'S 60' Y-X-Y 13396-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1M 1+C2+1 3 1a 0+02+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1rCZ+1+C2+f 3 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1ac2+1+C2+1 4 } Y-%-% 15.361-19.641 1rC2*01C2+1 2 1+C2+0+C2+1 2 I 1+C2+0aC2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C3-G+C3+1 4 1+C2+b +1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0 MI 4 1+C2+04CZ+1 9 1+C2+D+C2+1 4 Custom 11391-13.397 1+C2+3+02+1 2 7+C2+3+C2+1 2 1+C2+3+C2+7 3 1+CT+3«C2+7 4 1rQ+3a C2+1 4 1+C2a3+C2r1 4 7+C2+3+C2+1 2 1+02+3+02+1 2 7+C2+3+C2+1 3 1+C2+3+C2ai 4 iaC2+3aC2+1 4 1+C2+3+C2+1 4 ]S Y-Y-Y 13380-19.110 1+C2+2+C2+7 2 t+C2a2+C2+1 2 1+C2+2+C2+7 3 1aC2a2+C2+1 4 faC2+2+,+1 4 1+C2+2+C2+1 +1 2 1+02+2+02+7 2 I+C2+2+C2+t 3 1+C2+2+C2+1 4 7+G2+2+ l 41+C2+2+C2+1 4 Y-Y-Y 19.111-2b.64I I+C2+l+C2+7 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+I+C2+1 4 1+C2+I+C2+1 4 I+C2+1+12 1 I 2 I+CH1+M-1 2 I«02+I+C2+l 3 i+C2+i+02+1 4 I+C2+1+C2+1 4 1+C2+I+C2«1 4 Custom iS360-10307 1+C2+3+C2+1 2 I+C2+34C i 2 f+C2+3+C2+1 3 7+C2+3+C2+1 4 1+02+3+02+1 4 1+C2+3+12 1 +1 2 irC2+3+C2+1 2 I+C2+3+C2+/ 3 1+C2+3+C2+1 4 1+C2+3+CNl 4 1+C2a3+C2+1 4 gC Y-Y.'% 19395-24.360 1«C2*3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2+i 3 i+C2+3+C2a1 4 1+C2+3+C2+1 4 taC2+3+C2«1 MI+U+3.C2+l2 2+1 2 1+C2+3+02+1 2 1+C2a3+C2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 7+L2+3+C2+1 4 Custom 24.351-30.360 1+C2+2+CL+I 2 iao2+2+C2+7 2 1+C2+2+C2+1 3 14C2+2+C2+1 4 1+C2+2+,, 2 1 4 1+C2+2+C2+1 +f 2 1+C2+2+C2+1 2 1+C2120° Y-Y-Y -90360 1+C2+3+C2a7 2 1+C2+3+02+1 2 1+C2+3aC2+i 3 1+C2a3+02+1 4 7+C2+9+C2141+C+3+C2+12+1 2 1+C2+3+C2+1 2 1+C2+3+C2+t 3 1+C2+9aC2N 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Max. Anchor O.C. I Anchor 3acing for "Integral- G10upp Fin" Installation 4• '+MIN. SASH SIZE- WINDOW WIDTH -5928 2 SEE TABLE 13 FOR DESIGN PRESSURE HEIGHT(SEE611EETS 3 ), NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. PRODUCT REVISED p%lu9, with the Florida Building otlo NOA-No. 17-0417.00 Expimtton Date 09/24/2020 TABLE25: MINNUMANCHCROUANTn1ESSHOWN. AU_ANCHORAGE MUSTALSO COMPLYi1ont THE MAX O.C. SPACING SHOWN ON THE ELEVATIONS. PRODUCT REVISED iNe Florida Bunet., code x0A-No. 17-0411.08 expiration Date 09/2A/2020 By Mlam Da vreeuot Contra m ¢` ADDED NOTE TO ANCHOR CITY. TABLES - H ❑ n K �� O n fn J _ J m ®'S W UK O O nap Y O o Cn p N a = wup HZv J J ava W J O T ® Z W ws = Q F Z Z a O rds o 'o p ra w U u G p v \\\11111111Tr,1 \` NY LYN I,, ��4.......... yr '' No, 53705 -� •. Q 3� 7 Max. Anchor O.C. Spacing for"Integral- Fin" Installation Anchor Groupie SEETABLE 14 FOR DESIGN PRESSURE "MIN, SASH SIZE=NnNO0W WIDTH-5928 NOTES: 2 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SHEETS3 ). SASH SEE ISASPERWE )FOREZES NOS ON TSHOWN, ROUND UP TOTHE NFXTAVNIABLE WDTH OR HEIGHT DIMENSION SHOWN ON THETABLE 3) SEE SHEET 0 FORA GUIDE TO USING THESE TABLES. 4)'e/Cif3-1/4-AND-trsir l/3'WDICATETHATTHdSESTANDAROSASHC FIGURA7IONSFALL INTHES WIDn PPNGE INTHEADJACENTCOLUMN.'CUSTOM'INDICATESTHATNOSTANDAR WHCONFIGURADONSFAU. lNTHERPNGE. 7�•. �T �.(+., STATE F �, FS,--,4O IOP_� ',,11 SYONAL 0' 11` I rl l I111011 ALYNNMn UMPE . P.E. Atom 3.7' class rfges Anchor Cuantifies forXo% Windows 788 Sash 24'HayM 3P NeIpM 36 NegN 48'Hapht 54'Netght BT Height 24'HegN 30'Haipht 36'Heip10 48'Heighl 54'Height TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUVI` LSO COMPLYW THEM O.C. SPACING SHOWN ONTHE ELEVATIONS, PRODUCT REVISED as eemDbing wiN the Florida BYUdinB Cotle No".. 17-0411.08 Pxplra0on Date 09/2W2020 8y Ntaml-0aa roaoct Control ADDEGNOTE TO ANCHOR . an. TABIFS. z b V O O, n z °I°0 Of ttn 6W ON Z� mm U La O a a) Fzv �� wa rc J 'GO n�a �2Go 4 F 2 r W LL O m H O Q z Z Z Q e x O O Q Q w U fD u z O Q = 2 s x ,a��Q14Y LYNA,' ., '�i'UCEN", * No.58705 �..� Z 77 /' FT NOTES: SEE TABLE 16 FOR DESIGN PRESSURE T -,TE ` RID �"SS 10.12814t6 "MIN.SASHSM=WINOOWWIOTH-60.]2 MI -I bMEISNOTIBH0�R000UPTOTHENEXT TABLE �Na..... 2 AVAILABLEEWIDTHORHEIGHi DUAENS10N 5HOWNONTHE IIII.... 1110 'GLASSTYPES MAY NOT BE USm Wh91 3)SEESHEETBFORAGUIDETOUSINGTHESETABLES. J HANNELORINTEGR& 4)•114ln-1/a• AND •tl3-1l3-t13' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL MTHINTHE SASH WIDTH RANGE ALYNN MILLFJy PE i �FlN FRAMES IN THE ADJACENT COLUMN.'CUSTOM' 04DICATES THAT NO STANDARD SASH f NFlGURATIONS FALL WR111N THE RAfIGE. P,F950705 ) saes-n,� Anchpr Ouanfitiea LorXOX Windows 14-16 Sazh Seat, 2/'HepN 30•HHAN %'WIgN 46'HeIAM 54'HeiAN 83'HeIAN 24'IkIBM 3P HeIBN 9S xakhl 46'He1BN 54'HelBht 6!'He1AN Ra1cL Leml coMgura0an Wimp ReaAe (m) Xeatl86Ul � Head85W $ Head80W � Head861U � Head891U � {4ad8SUl m Fketle810 � Heed 851I1 � H6otl 6610 u Heede6W � Head8Si9 � Heatl 88W n � Mmdr Group A Anchor G TA9LE2e: Bill of Material # Polls Descdpaen Material 1 620121 Frame Head, S15 and Jambs-J hannol PVC 2 62D122 Frerre Head, SRI and Jambs -Flange PVC 3 620123 Fmme Head, Sill and James - Fin PVC 4 620124 F. Head, Sill and Jambs -Equal leg PVC 13 620172 AntH.tll Imed I Tdm Corer PVC 14 020131 Fixed Meeting Roll PVC 15 820158 Tmckbw d 6063 T6 Al 18 62010 Sash Reid (Sides, Top & Bottom) PVC 17 6201W Monorail B063T8AI 19 1 82015E iPW FW interlock 60637BAI 20 620144 Pull Pail Intedook Cofer PVC 21 620150 Light Bush Mintrccmenl 6W3T6AI 22 82L1161 Sbndard Sees Rehrbreamenl GOES T6 Al 23 620152 HD Sash Relnbreement 0003Te Af 24 620163 Standard Meeting Pall Relnbrcement 6005 T6 Al 25 620154 HD Meeting Rall Ralnb¢emont Bass T5 Al 26 620155 M.D.Haiz. RoOer Meeting Rail Relniacerrom 6005 T5 Al 27 710X114PPA 410 x 1-1W PH. PH SIDS (Monamll Screw) 41O SS 28 61644 Weethenidp, .187- x .27P Fin Pile 29 61719 WeathemblP.IfIr x.22D' Poly Pile ' 30 #Bx V Ph. PH SW (Intedook Mounting Screw) 410 SS 31 78XH2PPA #8x3-10 Ph. PH SMS(Fded Meeglg Rali Screw) 410SS 32 7166MP MeeUn, Ran Screw Suppod Plat 8063T5AI 33 720210 Weep Hole Cofer PVC 34 720187 hlstalle0on Scraw Hal, Plug PVC 37 720197 Auto Lock Csteel 38 720199 Sweep Lock Cast Zmc 39 720196 Auto Lock Cover Assembly Cast Zne 40 96 x 1.118' Ph. FM SOS (Auto and Sweep Lock Screw) SS 41 7202DO AWo ands ep lock Keeper Cast7ne 42 76)34PPA #8x 314' PH. PH SDS (Keeper Screw) SS 43 7012FPTX #e x 112' FPH Tek (Ref inicemem Screw) SS 44 LendsDie Tap Canner Key Nylon 45 LeacisUla Boom Comer Kay Nylon 46 Locestife Tap Comer Key Nylon 47 Lucksille Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 IeM: I.G. Bead PVC 74 Beekbeddlg, GE 7700 or Dow 791 Silicone 75 716WS Bering Block (7I6' x 2 x llr85 t7-5 duo. EPDM 80 61011 Fell-lbened Screen ANso 61 61012 ExInded Screen Fin= Alum 82 Extruded Some Spreader Bar Alum 83 4T042W Screen Comer Key with PWl Ring PVD N 147MIWICKGLO Screen Comer Key NO Puff RIM PVC 85 7CASPM Tension Sprig SS 66 61816CA6 Soreen Cloth Fiberglass 87 1 61635161614' .140' Soreen SPlire (Meth Hand Felled) vinyl N(YTES: I)MI A b12, 18.35, 36, 4671673 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 2) PVC 6Y ENERGI WINDOWAND DOOR PROFILES, LTD., TO BE IABEI-ED FORA4 E UDER WOE. L .62V r 3800' .06r 2.445• -L o � I .625' FL4NGE FRAME T— ONEAD. SLLL6 1 JAMBS 1.B7Y � 1.641• +-� 1.530' • .a66• 0 0 1 1e2T0'a)5• 065. ow 13 AANTRInINSEU 14 MEETING PAL 16 W9AF i6 SASH RA6. 3.50p —•-� li2.4 j=l1 EQUALIEGFFAME O HEAD, SILL & DAMES .OSP LIFT FOAL 19 IMERLOCK U FNL 20 INTERLOCK COVER 'moo• �r .1)5mLl. 316' „ 'OiP .C6D' I 1' 1 IL-1i- IT15' 715' r .025' —`1�—� ,035- —�r� �I 1.185• - esw T2 READING 1T OSOFEEN FRAME a1 SCREEN FRAME 21 FEINFORCEMENT ON�E� RCEMENr a7a• —r F`"— —.j 1.1u. —.-{ tiG2• � —•�{ I---2w '--F 07o• .Ter 1.035• t i U �-ih^—' • t B10• s 1 13D^ tsP Jma• .15P I~ 133r Fes-- � 1.3aD• F-- --{ L340' F.— rO REIN ORCEMEN T4 R IE'nNGR L O FAIL RCEMEM 26 REIN ORCEMENT 17 MONORAIL " No.58705 p�'.• 3 1o)owcHNaoGYDFvE �CCs�.:(OR.DP.:;C1�C�� 8411).48MMID CFM.OFAM 112493 JR 1 03/27/17 1 NOowxcesrwss-En PRODUCT ngrth REVISED as coagit,d Ne Fr' N0A-No.coE 17.0411 Gpl,.Uon Dale 912412020 BY. ro uct contra WINDOW EXTRUSIONS & BOM J Mfs HORIZONTAL ROLLER - LM 5vdev/No4e6 Scoter 8hva6 D,wlrq Nv. HR-5510 NTS 17 OF 18 MD-HR: 05/15/15 MTERED FRAME WRH INTERIORANDE ROR FRAME WELDS SASH ASSEMBLY DETAILS OPT.A TOLOCK /Q ATTACHED Egress Lock BIB of Material # Part# DBaRpOon Materiel 10D 7MU024 MUH.Ppinl Lock Cpmta Cast 2lnc 101 73M OPemtcrm.nfing Plate STeel 102 72DIS MWtipoW Lock Kmw Aluntlnum 103 720214 Mutipcint Lock Quids Nylm ID4 220217.Ml Me 6ar(Lengttl Vades) stanless Steel 105 71024XI2HFX 910 x 1TP HH MS steiMess steel 106 7WFPAX N# x V Ph. FH SMS stainless Steel 107 76WSFPTX #8 x 314' Ph. FH SDS Stainless Steel EGRESSLOCK DETAILS LNOTT05CNE PRODUCT REVISED plying with Nn Floritla Buii E NOA-N.No. 17.041.1.08 Exprmucn O.w 00912412020 By Mmm[-V yvo40ot Contmt 41 �Ilff%III''I{\ \G1 v m ATACHMTO 1 OPT. EWEFP LOON TLF FRAME) 13 I OR a1 15 9) 1070 TECHNOLOGY DRIVE MITERED FRAME WRH � N. MICE, R 34275 i IN ORANDEX(ERIOR • FRAME WEIR$ 100 (941)-490-1600 1111I II CM OF ANIH. /29V SCREEN ASSEMBLY ��p1NY LYN,y�i RJR 03127/17h CENS NpouxcraTxasrkar. DETAILS = Q.'r P ..'�P % R. d er. DOa..vr,2 * No. 59705 33 63 OR B4 O EXTERIOR FRAME Ap'., A i l�'•;•�D=� EXPLODED WINDOW VIEW J ROSOWSKI . ASSEMBLY HORIZONTAL ROLLER - LM 05/15/15 GLISSPNDSOMEPARTfif MONSNOTSHO ONDMWJNGFOROL 'T. DETAILS 2)J-CHANNEL FRAME SHOWN, PART#1.OTIfERFMMETYPESAPPLY. /III \\\ SMu/NeOeE smc 5f�et UMD Na 'B 3)FOR REMFORCEMEMTYPES, SEEOETAM1S ON SHEETS SS. A'L pEy P£ HR5510 NTS 18 OF 18 -HR5510-01