The URL can be used to link to this page

Home My WebLink AboutNOA. z3q-1 MIAMI-DARE NIIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County 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 TvEami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. 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 have this product or material tested for quality assurance purposes. If this product or material fails to rform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may mediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER bserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 1 ection that this product or material fails to meet the requirements of the applicable building code. 's product is approved as described herein, and has been designed to comply with the Florida Building 10(:ode, including the High Velocity Hurricane Zone. Series 1°SH-5500" PVC Single Hung Window —L.M.I. PROVAL DOCUMENT_- Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - M", sheets 1 through 13 of 13, dated 05115/15, with revision B dated 06/06/17, prepared by manufacturer, igned 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# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.05 Expiration Date: July 30, 2020 Y11/20/0 Approval Date: November 30,2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. AM-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06106117, 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® NXTTnt spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 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 Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)'Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15- AV 9.05 Manuel erez P.E. Product ControUx liner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25115, 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 09/15/16, 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5`11 Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. 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- 0714.03) 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and irmg on 07/30/20. Man ere , P.E. Product Con rot E miner NOA No.-0630.05 Expiration Date: duly 30, 2020 Approval Date: November 30, 2017 E-2 ANCHCFME EKAMFLE FOR \ T2VB'MAX O.G� RAWUSTOP ^ Sd•MAX BUCK WIDTH HEADFDRR(6AILML. 1FRAME SEAM -_4 30• 1Y MAK FROM D. SIDE WINpDW TYPES) SHEET3 ET 3_L 6HB. SEE EET9 30'MAXG O.�. MAX $HEST] FC(EOVIS LIGHT WIDTHDTH B. SEE 0.5EE FIM�O.C. 6HEET3 SHEETS FD(ED _ EQUALLY LGISuEHT ti-71W MAX. O.C. ASEE� SPACED BHEUS SPACED MTC HEER HEIGHTABLES !F11 ANCHORS FOR J91.T6• ESPACES TABLES411 MAX. ANCHORS PER O . O BUCK TABLESD4 X. —rHEIGHT X KfT X /� .CQ i EQUALLYv�O I E3 ^� BASH 11YMAX O.C. EOUMLLV 1)VISIBLE SPACED MICHORS PER — AHCHOZSFEAj /LIGHTHEIGHT ANCHORS PER TABLES 9.11 A TABLES BII HEIGHT A I TAPLE9 o-n o-1f! MAx a1VIIM%. DESIGN PRESSURE RATWG IMPACT MTING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS GT I LARGE SMALL MISSILE IMPACTRESISTANT 10' MAX FRGM FRAME SEAM fiY MAX 1 D'MAX.IO.C. BOCK HEIGHT 11Y4' MAX O.C. —� SEE 1j SHEETS - A 86B 52V8• MAX BUCK WIDTH SEESHEETS 1-114- 8&B r BUCK HEIGHT AS SHOWN 4 (91.T3• MAX) B � LIL B Dj&MHTWIBLJ \NOTC" D' WEEP- B 54•M1UU(. RUCK W1oTH '^I `sHFE�Ta L 1-Ira• �s TCH EWTA 54NMA%CBUCKQUID _9OTCHoEVV.S. ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FORCOSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75•HEIGKTSEETMLES4-11 (SIMLMANCHORDRAENSIONSFOR OTHERCONFIGURATIONE) RAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW .—I.r........ ncmcucn. TCRTPn TO cnMPI Y WITH THE B6OUwEMEWS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HNHZ). I GENERAL NOTES .................... ... ....... -................. 1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENUIN.M LEOH)OH—n Nl I cm yr new ,Lnunl. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCH( SHOULD BE SEALED. OVERALL SEMINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATIC 6)114• MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUMR UL & CYCLE TESTING AND GLASS PER ASRA El M. B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL& CYCLE TESTING AND CL C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 8) THE ANCHORAGE METHODS SHOWN NAVE BEEN DESIGNED TO RESIST ME WINDLOAOS CORRESPOND USED IN THE DESIGN OF THIS PRODUCT. WE 1.6 LOAD DURATION FACTOR WAS USED FOR THE WALUA DISSIMILAR MATERIALS SHALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORRO' 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 10) REFERENCES: TEST REPORTS FTL M & 7066: ELM ULTRACON NOA: ELM CRETEREXNOA: ELCOA SHADES OF CAP COATED PVC EXTRUSION NOA51 NATIONAL DESIGN SPECIFICATION FOR W000 MNST IT) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIRQ WINDOW IX ENINGS DESIGN PRESSURE REQUIREMENTMOMASCE i. 2)0ETERMINETILEMOSTSURMLEANCHORGROUPFROMTABLES2OR3A MnINGMO WSTALLAT SUFFICIENTLENGMTO INST.ANCHORS 3 4 5 ITT 810 11 01T FLUHIWI tlmLUwU wue Ire�L om m uun PERASTM E13W. •...... •Z0f4 FLORIDA BUILOWG CODE (FBC), bTH EDITION TO THE REQUIRED DESIGNPRESSURE.THE33.1M STREW INCREASE HAS NOTBEEN •ASTME130MD IO MMORSMOWOOD.ANCHORSTHATCOMEIM000NTACT WfTH OTHER•pNSVAF&PANDS-Z015FORWOODCONSTRUCTION I RESISTANCE •ALUMINUM DESIGN MANUAL ADM -MI5 PRODNCTREmm mm PIVP9wu30NPfML WING COOEAND TO BE REVIEWED BYTHE AUTHORITYHAVII:JURISDICTION. •AISISI00-0Z Bp, Cod,,, IEOATORNOA;ENMGIWNDOWMDDMRPROFBES,LTD WHREfl BRONZErLIGHTER •pISC36D10 19- 0.05 TION,ANSUAF&PANOS&ALUMINUM I AL uDYe MNYa N 1��. ENSFil, . UPDATED TO FBC 2017. - JR - M a3eTYaGs1 06/06/17 CONDITIONS _ #.: No, SETOS :. 3)KNOWING YOUR GLAT)NG OPTION(TABLE I), WINDOW CONFIGURATION AND SUE, DETERMINE YOUR WWDOWS DESIGN PRESSURE FROM TABLES". IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WWDOW _ pa•cHPtl. GENERAL NOTES & ELEVATION Rvm By. JROSOWSKI OPENING OBTAINED INSTEP I. WILLMEETREQUPR:MENTSFOR • ip OA: a TEO EO. 10]O TECHNOLOGY DNVE N.VETOCEFLUV5 Oafc 4) DETERMINE THE ANCHOR QUANTITY FROMTABLES 9.11. VERIFY THEMCHOR UBSTRATE YOUR OPENINGS CONDITION FROM TABLES Z OR 3. AND THATALL MIN. REQUIREMENTS FROM THIS SHEET-SETME MET. �0•., .• Lt1 '•.!iOg101;. ` �]` (841i4861800 TB•. SINGLE HUNG WINDOW INSTALLATION -LM 05M 1/15 5)INSTALLAS PER SHEET 3 FORTHRUFRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. /SSA �G `` AAA OIRA1L111E 11 ..T N" NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAMETYPES(bCHANNEL, FLANGE, ALYN I%iYlER`PE. _mplTW NLewR3nEtFAvut 5•M4/Yatl.E SH-5500 sw.: NTS SA 1- 1 -F13 Dra•Eq w. MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGIDOX). pFA 68iIL5 MT. OFAUTH. CN*96 Gless Type -_- Description(UMed fore Este dorne lets day) Dallas Presulre Tables Shut 5 7/6'bmWtadl.G.: 11W A Eaheor Cap+7116'Ab Space+5H8'Lnmvall(2) Lure of 11W A Glees vdth.097 PVB Mtedayer 4,5 6 6 7TMarieted l.0.: Il TExterior Cap +711V Air Spree+611V Laminated;(2)Ules of l/8' A Glass web.0W PVB lntedayer 46 6 7 TIT Lammund I.O,&1V A Glister Cap +WW At Space +&IV Lamiated;(2)Ulu of 1/8' A Glass xlN .MV PVB lntedayer 4,6 6 a 71WMarketed l.0.:WIV TExtedor Cap+XV Air Space +WIV Marketed; (2)Utca of 11W A Glass w4ib.W0' PVB ntedayer 4,6 6 9 7/8'tsmWtad l.O.:1/0'A and., Up + WIS' Air Spece+M16'la.land;(2)We at 10 H Glass 4th.WO' 60 Medal 7 7 10 Will Laminatedf.0.: VW T Exterior Cap +?/IV Air Spece 4 &IV lanniatm;(2)Uloe of l/a' H Glass wilh.OLW SG hnedayer 7 7 11 7/B' Laminated l.G.: 3/1G A Eauwor Cap+ WV NY Space+ 516' LeMnatad: (2) Ules of IIT H Glass Wth.WO' Be Warmer 7 7 12 ?l Mannered LG:3H6'TExUdor Up.XW Air Spa...&IV Lem.mos;(2) Use of I1W H Glass Wth.05m SG bdedsym 7 7 13 ?IrUnmanned l.G.:I1WA Exterior Up+5llE Air Else +711WUnnineted;(2) Utec of 3/16• A Gass evth.0 SO lalodeyer 6 7 14 Lemiatsd LG.:1/B'TEaMrior Cep+S/16'A6Space+711W Lamoated;(2) Utaa ofWIV A Gwe wtN.05m SO Inlsdayer 0 7 15 ?IB'Laminaled l.G.: WIV A Wader Cep+1/4-All Swco+T/16•Leminetad;R)Ulea of 3116'AGIesa Wth .090'SO lmadayer 7 7 18 171W Laminates! LG.:WIV TEakrior Up+V4'Atr Spec +7/16- Marinated; (2) Use of WIV A Gass WO.D. 5G lnedayer T 1 7 Orcup Anchor Substrate mi.. age Dlatanco MI.. Fmbadmenf p g10 SMS (steel, 1B8 S.S. or 410 I S.S.) P.T. Southem Pine (SG=0.5) /16' 14va' Steel, AM' We- 0.0 50' Steel S1W, ABW Or. 33' SAW 0.0a51' (18 08.) Aluminum. 6011345' 318' 0.050, WIS. steel Ulbecm P.T. Smthem Pilre (SG=0.55) 7/16- 18/8' Concrete (al 2.65 MI) Urgmuted CMU, (ASTM C80) 1' 2-1IY 13/S' I-7/4' B e12 EMS (steel, 18A S.S. gel,S.S.) P.T. Southern Pine (SO=.0.55) 916' 18/8' Steel, A36• 3I8' 0.05 0' Steel Stud, ASO Dr. 3W WW W O.51'(18 Ga.) ALminum, 6063-TS' 31V 0.063' 1/4' steel Ultracm P.T. Saulhem Pine (SG=0.55) 1' 14Vr Ile steel Calx P.T. Southern Pine (SG=0.55) 1' 1418' 1/4' steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1' 1818' C Ile sleel Ultrecm Concede(min. 2.85 MI) 1' 18/4' Ungmuted CMU, (ASTM C80) flit 1-1/4' 1/4' steel Creleflax concrete(nin. 3.35ksp 1' 78/4' 1/4'steel Ultmcm Concrete(mn. 2.65 ksi) 2-i1Y 18/4' D Ile steel Creletia Concrete (min. 3.35 MI) 2-t/Y 1314• Uigmuled CMU, (ASTM C-80) 2-112' 1414' Concrete min. 3.275 ksi 1-1/Y 1/4'steel Aggre-Gator Grouted CMU, (ASTM C-60) IY 7 GLASS TYPES 3.7, e, ' 11.13 A 15 MAY NOT BE USEDW THE HAIR ABOVE 3V. • MIN. OF 3 T11READS BEYONDTIE METAL SUBSTRATE. 1UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, G.P Anchor Substrate lm Edge DisMin.ance Min. Min. Embdnawnr E 1 2-VT x .13l' Camrmh Nell P.T. Saulhem Ping (SG=.55) 318- 2.7/18' ' 2-/7 RO;-shmik Roo(ng Ned P.T. $Wham Piw (SG=.55) 3/8' 2.7116' F 0107Nmahe KISMS (steel, 188 S.S. a 410 S.S.) P.T. Southern Pipe (SG=.55) 112, I-TW •MIN. A..them, B08375 311Y O.W. Slael Stud, Gr. 33- 318' 0.0451' (Ill Ga.) SIeeI, A36' 3'8' O.IXO' 012 EMS (steel. 188S.S. ar 4/0 S.S.) P.T. Southern Pipe (SG=.55) 911W I-wo, THRE BEYO Aluminum, 6063-T5' 31V 0.063' Steel SIad Dr. 33' TV 0.OST META SUBS Steel, A36' 318' 0.050' Frame Gan Frame Frame Types Options ConBgs Shape. Installation Options Net may be used (we Fig B) (see Table 1) (we Flg A) (we Fig C) ...Anne 2J(Wmd FremtlBuckaMp -ahwt 3, optim 1 FlmOe ( ) Equa4tlte, OritllProAw SOwing. SquaralRect., Aidh-TpB Redus-Top Thoughthhanoi alN 0o1v'aato neCncrelaiCMU-chat 3, aptm2 ixBuciftlt5-18 CorcmldtlAU-ehesl3, option ....inne McJeI -sheet 3, option 4 ...ln 7X Wood FlamdBucksldP-eheel9, apibn1 Ba/ Equal -Leg (94) 5-18 Equal4ite, OritllPreMew 8 Wine, Squei-oect., Arab Tops Radus Top Through the fame dNowMOow...... ....NW CoaW CMU-sheet 3, gxbn2 ..:.,, mghlXBmka dp Nlo CommtNCMU-.hest 3, optm3 1I. Metal-sheel3, option 4 JChannel (bl) 3-B Eg0M48e. OdeCPme 8 CoOees SquarelRecl.. Ash-Toap Redw-Tap lhnwdt Ne Wlagrel in...... Threigh On Maps o/Na vAMaw..........inne ...Jnrn2XWood FramNBucksuip-shwt4,aptim5 ....Into ... Jnne Melel-ehest 4, op6m7 2XWood FremeJB..1al-s1heet 4, opOm6 McIM -shxH 4, op0m 8 Integral Fin 6-8 EWalUte, irf O�d ew & C otlega SqueralRaL, Ash-Tw 8 Aldus -Tap Through the Integral tin...... Through the same dthe vAMow..........Inio ...Anne 2XWocd Frame/Eu.1ship-sbeat 4, op0un5 .... inne MeW-shesi d, optim7 ...Jene 2X Waod m Frae/BYCk.tdp-sheot 4, option 6 McIN -sheet /, op8m B !' Y EOUAL-111E OWEL COTTAGE - {BUCK NO BUCK WIDTHI+-+JBUCK'MDTHl- u T x _ x w x sa m ar � w� Jx � RECTANGULAR RAOIUSTOP � MCHTOP WINDOW SHPPES AS ABOVE OR SIMILAR ARE APPROVED. SHPPESMAY BE USED BY INSCRIBING THE SNAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROMTHE TABLES ON SHEETS G10. one........ Mi O O _ JLHANNEL INTEGRAL FW O O FLANGE BOX OREOUAL{EG Mstadel Min Fa I MO. F. Stew Screw 62 WI 120 ul I"Screw Bond SS ksi 410 Scram W bl 110 ksi Ek:o ABgreGato is Simi %MI Elco UltraU r D 410 SS Elm OeneFle.O 155 Mi 127.4 MI 177Iasi 1817 MI MM8 Tb AIumInarn WKW aksl AW Sleet Wall 68 ksi GsWSW., Stuff 33'MI 45ka1 ANCHORS RE-GROUPED. -JR-06106117 •A•=ANNEALED 'H'- HEAT STRENGTHENED T'=TEMPERED 'PVB' =.090' TROSIFOL®PVB BY KURARAY AMERICA INC. 'SG'- .080'SENTRYGLAS® INTERIAYER BY KURARAY AMERICA, WG PRODUCT REVISED n raa+pllfwlW 0a Fbrile SWldmd Cade ) AuePlutw W %'DG � d�j _ - DA< By - OedeProdiri DF3 p 1, �7�": W; 1m0'IECHNOfAGYDRNE GLASSIANCHORS/FRAME OPTIONS J ROSOWSKI 622 �� N. VENICE. FL 9s96 Beg, DS :Opp.. AlED IDWE F .'eroq�pP'. G�2� (Bel)-4ea16o° SINGLE HUNG WINDOW INSTALLATION - LM 05N5f15 s �y0NALMTE, R0M9RFo4aEcD d. ASLYIHIAL11tRPE - �IDdS"us mrt qxaB INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCREfEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INT02X WOOD 114-MAX SHIM 36 1/4' MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT SASN WIDTH L� 17EDGE EDGE rL� 16 LIGHT WIDTH _ DISTANCE FLANGE FRAME �- DISTANCE SHOWN 44 BALANCE TYPE VARIES ttP. ANCHOR �114'MA% TYP.ANCHORTYPE, 42 WITH BASH c TYPE. SHIM EMBEDMEN EDGE WEIGHT 54 30 AND EDGEMBEDME 2 TYP.ANCHORTYPE. EDGE EMBENCE PER SUSDGE DISTANCEPER 31 SUBST AI-E. 1� DISTANCE 2.SHEESTPATE. SUBSTRATE• EDGE SUBSTRATE, 18 SEE TABLE E, SHEET 2. SEE TABLE 2• SHEET 2. J��-I�y�/�///�� EXTERIOR DISTANCE GHEET2. T- •• t-ll—i✓ FUtED VISIBLE 4 FIXED 19 201 GPT.SASHTOP FUNS 2 LIGHT WIDTH SO AL VISIBLE LIFT RAIL FpAN,E I LEGVSOX LIGHT I NOTES: SHOWNI sumWIDTH FRAME FORALLWINDOWB: HEIGHT IANCHOR@3M- 1) USE ONLY HORIZONTAL SECTION A -A SHOWN I 48 48 FROMENDANDAT 21 CENCENTER.M SUBSTEAPPROPRAE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER36-WIDE: SHEET 2.FOLLOWE 9 ]2 EANYM DAOE APPROVED MULLION, FBC COMPl1ANT ALUMWUINSTEELFRAMINOOR STEELSTUD. D ADD ADDITIONAL EDGE MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS(W16-318• INSTALLATIONOPTIONSHOMMAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE —WINWWSWITH WINDOW. 1/4-MAX O SHIM AID OR RI2 STEEL 1/4'MAX BUCK II BOTTOM I� $D u O ifi AODADOITIONAL 2)MASONRY ANCHORS MAY BE SEIF-0RILLWC SHIM HEIGHT SCREWS®6-3I8- USED INTO WOODASPERTABLE2. EMS (G5)•SEE 65 r FROM ENO. SHEET 2. ALLWOOD BUCKS LESS TABLE2. 30 THAN 1-147 THICKARETO BE SHEET2. $ASH CONSIDERED 1X INSTA LATONS. IX EXTERIOR VISIBLE WOOD BUCKS ARE OPRONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS y 68 16 DEPICTED ASMME1-VYTNICKUSEERHER OR GREATER. IX AND u BUCKS T. J_ OF K. _ pp // 66 BOTTOM ML (MEN BE DESIGNED (261 31SO 64 TESTED UNNIT THE STRUCTUYRE NWOOF SUCK FRAME Q;. O INTERIM WEEP INSTALLATIONFRAME WEEP FR MSASH ENO. RESPONSIBILITY OF MEENGINEER SHOWN �o SHOWN ��o NOTCHES AT gD EACH END. ORPROHTTECT OF RECORD. EXTEflbR 3)VISIBLE LIGHTWIDT1 OR HEIGHT INSTALLATION fl INSTALLATION B (ALBOREFERREDTOASDAYUGHT OPTION4 OPTION �RODDcr RrvlBm 67 OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHORED IHRWGH a^W1CI,d. WSFLYdA DWWmBCodo 1/4'MAX SHIM BEADINGTOBEADING. FRAME INTO METAL FRAME INTO METAL FRAME SHOWN c ON ...... N4A/ ••, or '\10EN9e'. C/- Mian OaJeltaduG .. NO ANCHORS Q�. Y\• 'vW/covm�O 7 REQUIRED IN VISIBLE LIGHT FORMULAS - NO.58705 � 28TFROM 39 FL4NGE OR = lk: :.A. EQUALLEG WIDTH EACH END. FRAME SILLS ®SASH:BUCKWIDTI-FIa' E,; 7 BvrvfPB'+. ®FIXEDUMBUCKWbTH.&W %'A •, � I r'' 14� 1D70 TEDHNaoov Dr6YE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI • .1 ST IE OF (O. N. VENICE. FL042T6 DRr HEIGHTIEWAL-CITE) YK` :F2O...... + \ate (B41)-IB6180D VERTICAL SECTION B-B BUCK HEIGHTR-1IS1B' ��;rS/O,1 ENG�`� FmmIBllrcmn SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 /YNN MILL \\\\\` LL �pfLLBIMEB,CL $IIIe�S -E sN S`7 IMo`4q Na RFY. A. LVNN MILLER. P.E. SH-SSOO NTS 30F 13 MDSH5500-01 B' P.EY6BT0.6 CERT.OFAUTH.1Y1. INSTALLATION OPTION 5 EMBEDMENT i-' EMBEDMENT ANCHORED THROUGH INTEG%M. FIN INT02X WOOD FRAME OR BUCK -STRIP. SEE NOTE 21, THIS EDGE DISTANCE SHEET. TYP.ANCHORTYPE. JlMANNEL FRAME EMBEDMENTANDEDGE F' 1 DISTANCE PER SUBSTRATE. ILljl SHOWN 1 SEE TABLE 2. SHEET 2. Pnnol �T} (SCREW SHOWN) `M4•MAX EDGE 1 RTY DISTANCE EMBED ENTANPE, DMBEDME PER SUBDGE 1� DISTANCE 3.SHEES2. L_ Ill SEE TABLE 3, SHEET 2. 18 (NNLSHOWN) O FIXED i6 20OFT.AJ- RANM SSHTOP E S VIS18LE LIFTR FRAME LIGHT FORALLWINDOWS: NOTES: SHOWN D HEIGHT 1 ANCHOR ® 3.5F I I 48 46 FROM END AND AT I)USEONLY -+_ 21 CENTER. SUBSTRATE-APPROPRWTE 22 FORWINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 36• WIDE: OF SHEET 2. FOLLOW EMBEDMENT 72 p ADDADDITIONAL AND EDGE DISTANCE UMiTS.ANY %1 SCIE'NSCIS-we INSTALLATION OPTION SHOWN MAY 10 45U4] OFROM END. BE USED ON ANY SIDE OF THE FORWINGOWSYARI WINDOW. BUCK 0 BOTTOM LOCKS: HEIGHT E0 O 16 ADDAODITIONAL 2)MASONRYANCHORSMAYBE SCREWS®B:V&• USED INTO WOOD AS PERTASLE2. 85 -� FROM ENO. SHEET2.ALLWOODBUCKSLESS 30 THAN 14W TIICKARE TO BE SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE IXWOODBUCKSAREOPIONALIF /y LIGHT USEUNIT IS INSTALLED DIRECTLYTO EITHER Y SUBSTRAMWOODBUCKS HEIGHT LAT UTCN (SHOWN) DEPICTEDASMARE1.I?THICK 16 OR BOTTOM 86 OPT. OR GREATER. IX AND 2X BUCKS LOCK(SHEET3). HEN USED) SHALL BE DESIGNED 65 1281 30 63 TESTEDUNIT TTOOPROPERLYTRANSFERLOADS INTERIORVIEW 31 LOCATION: TO THE BTRUCNRE: WOODSBUCK WEEP FROM SASH END. DESIGN AND INSTALLATION ISTHE THE NOTCHEND. BO EACH END. OR ARCHITECT OF RECORD. NO ANCHORS ORARCHffECT OF RECORD. REQUIRED IN FRAME SRASIFANG HT 7 M EFER EDTOH DAYLIGHT THROUGH HMAMFRAME. (ALSO REFERRED OPENING) SMEAS RED MOM 110 MAX BEADING TO BEADING. INTEGRALFIN rSHIM FRAME SHOWN--__�r� i `\ TYRANCHORTYPE. EMBEDMENTANDEDGE SEE TABLL 3, Snttl I. vI EMBEDMENT I — (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHOREDTHROUGHINTEGRALFIN INT02X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2. THIS SHEET. INSTALLATION OPTION e ANCHOREDTHROUGHFRAME WTOM WOOD FRAME OR BUCKSTRIP. SEE NOTE 2.THIS SHEET. IM'MAXSHIM INSTALLATION OPTION 5 ANCHOREDTiROUGNIMEGRALFW INTO M WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. /1 I/TMAXSHWI —F LIGHTYAOTH EDGE DISTANCE 44 BALANCE TYPEVARIES 42 WITH ARSE o EMBEDMENT 7 WEIGHT S1 30 31 EXTERIOR fl TYRA8] EUKED EW TYPE, INT EMBEDME D EDGE 1 1 FIXED VISIBLE LIGHT WIDTH C7 _ 3 RN PER SUBSTRATE. RN SEETADISTANOE 3.SHEES2. FRAME SEE TABLENSHEET 2. SHOWN (NHL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C V4• MAX. SHIM BAD E APPROVED LLU W ON. FBC COMPLIAM ALUMWDhVSTEELF RAMID OR STEEL STUD. MAY BE VERTCPL OR HORD'ONTAL SEE SUBSTRATE PROPERTIES. TABLES2&3. SXEET2. 1/4• MAX. SHIM OAS (CAS). SEE TABLES 2 & 3, SHEET 2. LI FIN AND/OR I 1 /� FLANGE REMOVED �(L��I��L—/�// INFIELD U o INTEGRAO FRAME SHOWN o INSTALLATION EXTERIOR INSTALLATION OPTION 7 V OPTION 8 ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO METAL Illlli.. INTEGRAL FIN WTOMETAL (INTEGRAL FDUFLWGE REMOVED) VISIBLE LIGHT FORMULAS : *:' Na. 58705 * WIDTH- ®SASH:BUCKWIDTH.&U2 -� I �® 0®vlptbx w^F^ �' J ROSOWSKI @FO(EDUTE:BUCKWIOTH-4318• ��Q�:, S�TAlEO ,LUM N O�T4EI wmoaYS RIVE J-CHANNEL & INTEGRAL FIN FRAMES HEIGHT(EOUA-i ) OAK` ��FS'•.�ORIOP,.� G�C'�` iRls Wfs SUCKHEIGHTa-aISIIW A.S'ONAL EN.\`� (041)4&0.t800 SINGLE HUNG WINDOW INSTALLATION,- LM 05/15l15 AAIANHIIIt\\ aOvmum+i4 uc sr! 3roY: " ' A. Lrrvx MILLER, P.E. .NLNBN19 FErcINf31 ___ _ ___ SH SH-5500 NTS 40 F 13 MD-SH5500-01 MD B +{ TB -NO ]B'NOM. ilB'NWNOM 5/16"A/APVB 5116°A/A PVB I 5116"A/A PVB 6/16'A/APVB 5116°wH SG 7116"AIR SPACE 7116"AIR SPACE 3/8"AIRSPACE 31W AIR SPACE 7116'AIR SPACE 1/8' A GLASS 1/B" T GLASS 3/16' A GLASS 3/16° T GLASS 1/8'A GLASS aEXTERIOR aEXTERIOR EXTERIOR aE%TENOR GJE RIOR ]ary bA ]aR 619 &TB GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �{ ]IS-NO'N7R'NOM Tl8 OVA 5/16'H1H SG I 5116'HM SG I I 511V HM SG I I 7116'A/A SG 7/16"A/A SG 7/16' AIR SPACE 3/8' AIR SPACE 318' AIR SPACE 5/i6°AIR SPACE 5/16"AIR SPACE 118' T_ GLASS 3/16" A_ GLASS 3116' T GLASS 1/8' A GLASS 1/8" T GLASS aEXTERIOR aEXTERIOft aMERIOR aE RIOR aEMMOR ]&>8 ]&fl ]a]9 ]&]B &]B GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 "NO 'NO +{ i1H'NOM 7116"A/A SG 7116"AiA SG I AM NO"LASS GVSSTYPES B THROUGH 1/4"AIRSPACE 114"AIR SPACE TE TYP. Itfi MAY NOT BE USED 3/16"AGLASS 3/16"TGLAS6 WITH SCHANNEL OR •INTEGRAL FIN FRAMES aEXTERIOR aEXTEMOR I GLASSTYPESS, 7.9.11.13 ]b18 ]a79 615 MAY NOT BE USED W EXTTHE IIVHZABOVE30. MODUCTB ISED GLASS TYPE 15 GLASS TYPE 16 eldu,, oB1.;m 9:Pmlim 38 Jtll NI Pimuao Dne ``A�ONU EN3E I Pm P�adu t No. 58705 .P • •• . GLADNG NOTES' *' * - 0 pawdpv= Moan By TYP. GLAZING DETAIL W HE`�ATSTRENGTHENED =A''•, 22 I�: lo7BTEOHNoLOGYDRIVE GLAZING DETAILS J ROSOWSKI T=TEMPERED -0 Si iE OF •�� N. VENICE, FL3495 PSG'-S NOTRYGLLAO Y URARAYAMEREG�INC.�F�ORIOP;_`G�2�: eN1Nfio-1fi90 7 NAL. 1 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GL NO COMPONENTS, SEE TABLE I. SHEET2 ]7 %OI1II111?`\ RmR �' Swm/MPaE SwY: Si1nG D'vaFP Na Far. A LYNN Mn R, PE. SH-5500 NTS 50913 1 MD-SH6500-01 B PEA 65ifi5 CEIIT.OFAIITIL Y38398 TABL a: ama Rp. OeElpn Prtnpn, DER] e.4ne .A 50D Pt fumaw�l uY.4s SECTION DETAIL FOR WINDOWS WITH LEVEL Rt REINFORCEMENT & GLASS TYPES 5, 6. 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 3 CONFIGURATIONS) NOTES, 1)USETHESETABLESFORA MMOWSINSTALLEDTHROUGHTHEFRMAEORWIEGRALFW. 2) FRAME DIMENSIONS ARE BUCK BASH HEIGHT IS AS PERTHE FIGURE 3)FORSAESNOTBHOM.ROUND UPTOTHENEfWAVAII EWIDTHORHEIGHTDIMENSIONSHOWN ONTHETMUE. 0n�lyq E wel s.W1 p Bms_ nrap'm.S Ei am>r tzt. � n.NMfl wm0.1 I nP..Y..mY!' bY avlWmR9 m3 EpslOn Il ml -ma •a10 4.0 slvdaJGn4 tun-Isom-mo •n30 Jaa-R0 •mA �1na-Ra •ma ia0rm-n. .ma -ma .mo im-D, wsa .tna1.67 .ma •YA i0.0f161]-1]311 �m0 NSO -10.a .me wsn mo .ma .mA ane .me wso aaomm].m .mu wsa aoamen.aele mo wso .m0nAR.ms1e -ma Ma Vao wu.ae. usn.nam .m.a .xio .ma aaa sme.+ u3R.ua10 wso .mo .mn -mo Nsu.aY1 •mv -mo .Ya .ma NEmwrm.oe msn->t3m wso .mo .ssA aoo Eoua xxl.m6le wso -mo .ma aaa Y c�.u.APa:.. asn-mve wso .mo wso .ma e,.eam. Ym].nne waa -ma wso mo wlEvm. aln. R31e wsa .mo ws.v E smam tun. n.Ne •mo .mo wsa mo 6 rm »ml-m.sa .mo .mo .mn mo 2 sw.anm•o. msn-am wco .mo •mo aao {j Epae. a!n-rile •mo -mo •me aae YmJ CaM W. mnr.xsa .mo aoo 3Yy sian.albr Ov]m m. Iµsn-uu sn. ule wsa •mo .m0 .0 - .� 0 wso aao ma gv6n m. n.6n-Ya1e amW nm-asY .ma my .asA aoa LM1Y E61]-YaY •ma .AO •m0 i0a Sl.tlae Gly N.11]-]OSIe w3a in0 •m0 -m0 EpWIY ffi!I]-01311 •m0 -ma •ma ia0 9LLaaEPuly amr. ]L110 .e59 ia0 wsA ano m I].mm. msn.asle .eso .me wso mo wmnmE van-mme .ma -mo wso ano Wbmnh. uW.1]ate •m0 -]n.0 ws.0 ml o.lemm. An ts.wse ssv .mo .mo ars ams.1 tum.nae •m .no ws.v ms mu a6n.Yu1 •mo .xio wso aaa mwa m. mmr•mae wso .mo .mv -mv Eaww msn.ve wso .mn .mo aao m o.m, m. amr.me .mv .mo •mo me 0uravelAOL.v adn.m3e wSa .mo •mn an0 Gewem. 20617-ma'a •nS0 .mo wSo mn smw +e.m3e wso mv .me m! EpYID ]esn.nB: w10 .me wl0 .lne M Pubm 6u. e.en-eJm •m0 m0 K59 -01.J aw.a6wr ane.alY wao .mv .Du m! e1.n Tau -. nnu .ma .mo .eso m! No.58705 TABLE 6: pe�Rw. peebn Prexurt, 6ER' 4r4e .fi5A1-Ip0 wM Ml w Faruam.w e.u.¢.. SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 6 7 & 8 (REINFORCEMENTS MOM IN FIGURES ABOVE APPLYTO ALL FRAM1E TYPES & CONFIGURATIONS) PRODUCT 1 N.VFNICE FLSt2i5 REv 6EU n�N3�Y.w um Elalii5 ele;ae ca,J. Aucplmm Nv I R Dtle B Minmi ePmGrxt un.n By: I PRESSURE TABLES J ROSOWSKI Dale HUNG WINDOW INSTALLATION-LM 105115115 Smlc 3--_ B1e.B'q N4 Rem ;500 NTS 6 OF 13 MDSH5500-01 B DOLE ]' IIxryW RU313 'Yx ES O een d.[�MimbHY1 .�P®WnSa 11yN9Axs Epa1tl1 BMIYp10 IWpyJ 11]W D.1OP Vnuit'gi lfll GI]xTPI U3U Bmnm9ssn 0¢[IWm . ROLJ p1VWx' IUOUBnun Ey4. G¢v W10.0 NanV ON Il., pn3Jn PltlmnlbSlN] WFvx'BVY W100 ak NVm 4 ]x 31 ]99 11 3 •RA -U0.0 •R01-H0.0 y r1P0 .t1. A la -VD. •iP0 -1100 Y •]¢0 -IRO 6Il Vok U •RO •160 -1f00 10 0 *AAx-INA It rR➢ Y -It¢0 Si1R rR0 .IIPO 31 r]p0 .\MI0 fl PaMVOCo01p3 t1911-181]0 r)00 -110.0 rR0 -\IOo rR0 .110.0 - N0.0 -110.0 •]0.0 .1100 r)OA .I10.0 •i00 -1100 •10D H00 ID 6wWYWp .....IInP rPN -110➢ V. .1'.. rR0 .11. rND AI00 EWNI 11 U]-Ud10 -11P0 •RO -"Da •A.B .Vat •T0.0 "" •RO .1100 r)0.0 AUA •]PO -1 Do r]0.0 E0�02U 1181-U.511 rR.O AID➢ rryA A10.6 M. -H00 rRv AI¢0 Pv6NPiWv 119i-11..1 ...0 -110.0 •P.v ...... "I -IIPO •70.0 -III. •}00 .11P0 •]0.0 .1f00 •100 .110.0 •RO .1100 94tl=O p=Ys IISR-115Y rA➢ -110A -PA -111. Va-'Vott . ..11vP ]l93 lIv¢I Y91)-S9]R •RO 11DD Va..110.v •RO 410. -1. AIO.v r]00 "...0 •1P0 .11. •RO -U00 •A . -111. yJ13 {•Y1 ASl)-RXD Va. AYI➢ rAD .110.0 .RO .11.... -1106 SIWVOCovA3 aDoo 85fi •I¢0 -1100 •RO -H00 rn. .H¢0 O00 -I1fl0 Va. -110. .70..11D. .. 411J ..a MIO fi4MNOLq RIY•IISU r1PD .I PO .AO .11.0 M. Vo..P0 .1A0 EWOYS UT"'I 99] .1fl0.t..0 .1P0 A10.0 .10.0 A100 r)0.0 -110.0 .10.0 -I1P0 .10.0 •1100 .7p.6 .1f0.0 N00 .tl0.0 EyiLL 11311-ID.W rR.O -1100 rA.O .I1P0 r]0.0 .1100 .RO .10t0 91WWP1n4W 75U-11.610 .]00-110..10.0 A100 ,to .111. r1... -110.0 •t.I n v •)00 "at "Dra -110➢ VPO "ID 1. Pio-].� IISU-I1.516 .Av 4109 .R➢ 11.1 -1.'110v .RO .11P0 GBM1Y tt9i...... V....1.11 .RO .110.0 "ID -HO.v -RB AILL..RO .1f00 'I" A10. •]40 -H40 •R. ARO -ma .1f0.0 .RO -HGO N¢0 -1110 .RO -110.0 ,_- J00 .A➢ -U10 •PO .RO JSO a .U80 160 SMW ll...IJ3U .RO 4. •RO .If00 .)PO .10).0 .RO .IRO TY41 Y {6y1 ]i3p.]LDII .RO .11¢O .AO JYO Va. il0 rR0 dlA ptl0m8lx R511. 9}Stl RSU-SPS15 ]O.SU-Pd16 -RO -V`a .RO .H00 .710'I'D .IPB-Va..10.0 r}PO .110.0 rR0 41P0 V00 -110.0 .]0.0 -Hv0 .RO -RO .I100 -1100 Q0.0 •110.0 .)00 -11v.0 -RA .1100 -]¢0 -1100 .7fl0 -110.0 -740 "'.a .1➢0 .ItOo .AO -110.0 U00 rA.O .110.0 .f00 .A.I I'D- .10.0 -I10.0 -If00 4100 Oe0W3 Xall-9.6y rA.O-I...AD ."It r1P0 41. -A0 .IAO BWtl¢E Cnv4 ]M11.'A.310 .RO 411. .It. 11. ,a. .11. rR0 .I IPO tivM.cta. E0u}03 EWOdH 34N)-'d610 .RO -IfOD rA0 .11. UB.O .UVO .AO AI00 6Uma0PRY= 1).91).]Ob11 -RO 'It'. Vfl0 .110.0 'I0.0 A10.0 •RO it V00 .1100 •)00 -Voo .RO -III .,.a -"a. 9WLGROYn U.SU.ASU .A➢ -I YIO rA0 -1100 Va..11¢0 .AB .11P0 Gxenevl NHI 1]D10 .10.0 -110.1 r>DO .,V..R0 .1'a. •RD MO➢ •RO M00 •l¢0 -11 ¢0 .RO -IPS r10.0 -1100 psbn60- I151]-1l.bU rAD -IRO rA0 -VID •RO A10.0 -RO ARO 6Nh9 11.9I-UDIO .10.0 .11¢0 .10.0 -110.0 -RO �IPO .100 -1W.0 r100 .110.0 -100 -HOA -RO -N1.0 -RO -MO 61a1W 11 y1-I1616 .A1 .1100 .R0 A1O0 Q00 .,.! -RO .1P0 10 & g � Y.� S TII¢I ]1P]-]9111 .RO -HIIO •]II.1 -110.1 .10.0 .110.E -RO .HVO •1P0 -110.0 -Iv.O J0.0 .Rv J10 •RO J00 YDE }WI N.b]-A011 .RA .110A .RB HIO .00 ilv .RO iJ0 E W ¢¢ih05M 20511.813B1 -RO .11G0 .I00 .110.0 •]PO -Vole ,a..110v -]00 .110.0 .RO -1100 •RA .fAI •RO .u. a.. A311-]IHI .A➢ .INO "a .11P0 I¢0 .110.0 Af00 F4u30. ¢511.3631. .RO .If00 •RO -H0.0 -)0.0 .H0.0 •]Pv -1100 -RO -I1P6 •AO -Vole .RO -If00 -]PO -U00 FpW. R51)-A310 .AD .1..PO .110.0 .RO .IPO .RO AIPO 9.vIa10PMtl 1)311-Mdll -10.0 A10.0 -RO -H0.0 .Av -1f0.0 N60 .11P0 -AO .MB •RO -11P0 •RO A1.1 •l0A -1R0 vW+J 1Y.Y. 1..... -.I'. • .110D -AO -Vole, V..IAG .RO .Vac 0n0L 11.y-Ub10 - T00 -R -110.0 -l.0 .Hlv -AO -110.6 -RO -1100 .RO A to -100 -U¢0 an6L USU.11.516 5"' . ➢ .\.0.0 • 11¢0 - -RO .1 619om6P. U.y]-I1310 'It. "It .,Do IVO .1P0 .It...-10.0.110.v -Pv -I10.0 •700 I'DD .Pa .tUO -10.6 .110.0 pOWn.k. I23U-1 .AO A10A -P.0 -1f0.0 -i PO .11.0 -RO .11¢0 PimG[I TtlW 11.]I1-11518 RTv-]).SI. .RO -1R0 .I0.0 -IRO .10.0 -110.I N0.0 -1R0 -100 -1100 -RO -11 a. -Rv -1R0 -10.6 .HPO -Rv -110v N0.0 -H60 -Rv .11fl. •RA .0 ,It -H0.0 -A.0 -H0.0 R..110.0 -)0.0 -1100 .100 -H60 -10.0 .110.1 -]0.0 -1100 -RO -IfGO -RO -110.1 -)00 -110.0 .RB �Vok .A.. - Q. -10.0 .1100 .1.0 -1100 -RO .110.0 .R.O -11¢0 •RO .M00 .)0.0 -H0.0 -R.O -110.0 -lOv Vat i30 •700 -70.0 -itfl0 -RI -11➢0 J0.0 -H O0 6b1u1 T/41 11.]y-R310 A]m.y3L .AD .IAd rryA -11P0 .Ap .\p0 .RO f0v .ivA �l 0 .A➢ 00 -RO .11a0 .RO Y10 9.M=OCJ.L. ]bd{]-i]!R 31311-HI310 RO.Ml. I3310 8T1C W4 ASU.AEO -A➢ -HOA -AA .110.0 .RO A10➢ .AO .1f10 -1fl0 41DA .Ra .100 -110.0 N0.0 I'D. -110.0 EW061. Oi9om8¢. EOWIC. R511-A.SU -A➢ -1100 -A.0 A1a0 -RO AI00 -RO -INO ybiNu R!U-RSU .RO A1vD .A.O -1f0.0 .,a. I'D. -AO -Va0 DI.I. lI B1)-R611 It31]-U310 1].SII-U616 .10.0 -11. NPO ."Do -RO 4ia. -]0.0 -IIOv VGO .11P0 1DO -110.0 H0.0 -1100 -)PO A10.0 -RO -11P0 -100 .I110 -)P0 -H00 -R0 "I..RO .]00 -y0.. -1a0 -"a. -RO -ItaO •I60 -1100 -AO -H00 •?a. -1R0 -100 -11ED -10.0 -110.0 -,a. N0.a -1100 .RO -VIA -110.0 -HIB 6utlaJ)SnY. U31)-A316 .PD 41. -AO 411. .11. -IIOA :..I➢Da .-Str. pabn6u I1311.U31v .A➢ .1100 -AO -IIQO .100 A109 -A0 ."I. OWwBL pue6¢. 115U. UbU -AD .IPD .RO .1100 .RO V...AO .1 R0 POM.I 1\.111.1251, -)0.a -Ito0 .10.1 -H0.0 •RO "I'D .)0.0 41.4 -)IB M00 -700 -It.. I'D..11G0 .160 -1100 11.TI-1].fiM -10A .110D -A.0 -11a0 .Rv A100 .RO .INO A TYI¢I ]B.SU.6L.4 Q00 .11P0 -I O .110.0 -10.a -1R0 -AO -11P0.11G0 -16.0 -1100 .]0.0 -"at •10.0 -toil 0i 1W A311. Y.W .RD V.. -R.0 AUD-)a..Vo .RO .f UO 61nOW Wep. ]1611-A61. -]0.0 -"a. •RO-I'..RON00 -1I.. -RO .I1a..RO -HOA -AO . . I .700 -Via 6InyEOpp ]LSII.AItl .RO -I. -AD AfOA r)00 AAD no .Itl. FJu1]I. C.MVOl. .-1.. ]D51?'. ' ESN)-RLUI E0.517-31310 '?at 41...11O -11a. •RI -1160 -)a. ".a .RO -Ha0 .106,,a. QOO 41a0 -too -V.. no -11" •la0 .1110 -RO "I'D I -RO'It.D -10.0 -110.0 Va. -Hal 011 -Ill. -RO -V.. NL AI00 .A.v "'at .,a. •Nl.. Nfl0 U a "I Va0 'OD "I'D -RO -AE0. -U83 I -Ala EWYU. A3f1-N3U -RD ".a.AO 11..,a..I1fl0 .AO .1. 6YW6PmYw ASU.2k6N -AO IUD -AO .1A0 rRO .1fa0 7.A0 .IMO lem6h. RSU-ADU .AO 7PA .RHO .110.0 -AA .1 a..Ro .11a0 "-,I. Il H)-R9f0 -]0.0 -11-}0.0 1100 9a0 .11. r100 -1f0A .70.0 IIOD -)PO AI00 a0 110.0 AfaO VaO -109.. p.Wn61[. 1).31)-RStl .AB .11. .A.O .1110 .)0.a -IRO .RO .1109 W-6W I151]-1)D10 .1. 411. -X. -110.0 .1A0 A10v -1P0 -ID00 -)00 .W.B -)Ov .1 .A.. IRS -}a0 -UO3 O.bn60. USH.1]Stl -AD .115..A1 .11OP .RI .ucut .R. -1N0 p11an9L nosi. U➢11 -R0 M10 .RO .1110 .10.0 -039 -110 -1ID.] -RO J).l -)00 Jl. .i00 JU 960 4" O=po W. U011.N 6b -RO -1 tl➢ .AO .1100 -AO -110.0 .RO A110 80W¢ .1 Y.. 130U -AO -Ilot .RO -IIOv •1a0 .%LI •)a0 JIO -Rv .1 -]00 Dal •)0.0 Ja0 -no -Do. 6Yn.Y \I W.1].010 .R.O .110D .A.O n1P0 -RO A1a0 -RA M00 )! T01m1 RSU."Olt -)0a :ma ,DO -\10.0 H00 -Vole .It..1100 •1a0 .Vu .70.0 -I10.0 -]0.0 -A1.3 r110 20.0 A TY1 A511..IW -PO .IA9 ,oa .1100 -RO •IIPO -100 APO 6i0u18 a3 I..HI-i63\. -10.0 .1110 -RO -II0.0 .)00 -HOA N10 71160 •70. 11" -R0 "IDO N00 -101.) -11.0 JO] ps6vnfilu AS.I-R516 .)OD .IAO -AD -1116 Ha0 -11P1 rR0 A110 EW>d. ]SHI-Abl. OO -R0-III. -I100 -O .11.1 -16..H60 -l6. -V I I. IAIR N0.0 -0'61 In J5.0 EWOH. A611-]B.Stl -AO -1110 .AO M00 -RO -1110 .RO .1110 Ctlmn]t. y-011-]SSU QLI -111. V0. 4l... -HPO Ha.. -I.. -tta0 .AO •1100 -]0.0 -[Q) -1a. Jab ILY.64 II.511. k. J IRO .RO .1100 .RO AIaO .RO ARO Ra0a0P1mw R611-]29f0 .)00 -110.0 .)0.0 -1100 .]OD . aO -RO 110.0 -11.1 1I0.0 -]0.0 -tl4. -10.0 .D...0 J61 51=0.0RM. AbU-25.. -AA -I No -A➢ A100 Va..11a...RO A1a0 CUBom B.. 1a611-60It. 33511.6891. -700 .IR➢ •110 -"to .Pa'INO -1P0 .1.1 N00 J11 -70.0 at, -)10 -1100 -10.0 .1R0 ->0.0 J0.1 -10.0 JS.1 -R.0 J36 -)00 JL6 .]00 •10.0 J31 -f0.0 JU 424 6uNa6h. R111.'A.610 ♦ -If00 -A.0 -11 a0 -110 -1100 -110 AI00 v0ola.l bq.4 ,I I. -AD A10.0 -AO -1100 -iG0 .1100 -AO -11➢0 M EpdN. ]1011-.184 40.0 A110 -160 .H10 -]00 A10.1 -]10 .1110 -]0.1 -y1. .]00 J6] Q60 J1.1 M EyOln .V.YW .RO -H00 -RO -11a0 -RO -Ifav .AO .11a0 Bubn6a. A6H.A6N .RO A10➢ -AO AIQO -]a0 .I1P0 .RO .I1a0 dal..O. Alll-]Ball -Sa0 -110.0 .100 WA -)-RO00 S IfA !01¢I ILB4-00,III A00 -1fQ.6 -]0.0 J10 -i0.0 JI.] -]0.0 J0.1 -i0.0 J0.0 .10.v J00 Na0 A110 .RO .1110 ••MIN. SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN. SASH NEIGHTv WJ.'DOW BUCK NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTAJ.SED THROUGH THE FRAME. 1) FRAME DIMENSIONS APE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FORSUTS NOT SHOWN. ROUND UPTOTHENE AVMSA WIDTHORMEI(31TDIMENSIONSHOWN ON THE TABSE. * No. }58705 10TO NNOLO55VDRNE KVENICE nSI;tT6 mP]gmrtoAlT Pm.m1ARc9.vA 011 GmNURSFAIm SASH HEIGHT (REINFORCEMENT951,10WN W FIGURES ABOVEP➢PLV TO 11LL CON FIGURATIONS) 1GIASSTYPESSTHROUGH 1p MAY NOT BE USED WRM U IIANNEL OR INTEGRAL PRODUCT REVISED FIN FRAMES com rygwMllx FbliS¢ DlNdiaD Cade Ae t0¢1M W E.1dn)neDac P} NBmni �a Aadul]C01Pd DESIGN PRESSURE TABLES J ROSOWSKI Tkk SINGLE HUNG WINDOW INSTALLATION - LM pofJ: 05115/15 NTS 1 7 OF 13 FOR ANCHOR GROUP D.TMLE 1D.SHEET U90g o0Ha0Ia0 m3��n©nnononnnnoOnnnnnnnnno30nnnnonnnnnonnnnODDOnnnoonnnnnonnnnoonno ®0000noonoonn0000nnonn0000nnonnonnonn0000noon ".00nnnnnnnnnnnnonnoonnonnnonnnonnnnnnnonnonnnnnnnnonnnnonnnnnnnn mm�nnnn ��nnnOnnnnnnnnnnnOnnnnnnnnnnOnnnnnOnnnnnnnnn � m�ononnonnnonnnnnnnnonnnnonnnnnnnnonnnnnnnnonnonoonoonnnnnnnonnno ®7nonnnOnonnoonnnnnnnnnnonnnnnnnOnnnnnonnnoo monnnnnononnnonn000nnnnnnnnnnnnn0000nn0 m�ononoonnonon000nnnononnonnnnnoonnnoonnnnn000nnonoo©oonnoononnnn ��nnnnnonnnnnnnnnnnnnnnnnoononnnnnnnnnnnnnnnnnonnonnnnnnnnnnnnnnn �0000000n000noon0000nog000n0000nononnnnnonnonnonoonnonnonnonno �000nnnnnnnnononnn000nnnnnnnnnonnnnonnnnonn QED ��nnnoonnnnnnnnnonnnonnnnnnnnnnonnnnnnononnn vmm ®110. �pffmoononnnnonnnnnnnn ®onoon000noononnnnn0000000000nn0000noonnonoan0000nnnonoonnoononn 0�nnnnoonnnnnnnnnnonnon000noonnnnonnnnnnnnonnnonnnnon000nonnonnnn �m�n000noonn000nononnnnoon000000nnon0000nnn00000noononoonoonnonono m ��no ®n000n000n000nononnnnonn00000000nn000unnoo©000000nononn000nnnnoo m �nnonnoonnnonnnnn©nnnnnnonno©nn0000noo©onnonnonn000nnnnonononnnn �nnnnoonn©nnnnnnnnnonnnnnnnnnonnnnnnnononoonnnonnononononnnoonnn �n0000nonoon00000nnnnnonoonoonnnoonon000nnoononn000nnnnonnnnn000, �nnnnonnnnnnnonnnnn000 �nononnnonnononnnnnonnnnonnnnnnnnnnnnnnnnnnnonnnnnnonnnnnnnnnnnn �onnnnnonn000nnnonnnno �non �ononnonnnoonnnnon000nonnononnonnonononoonnonoonoonnonnoononnono onon000nnonnonnonnonononnn000nonnnonoonnonnonoonoonnonnonnonoonn noon000nnnonnonnonno n 000n000nnonnonnonnonnonoonnonnonoonnonnnnn0000nonnnonnonn0000nn non onnnononnonnnnnoonnnnonnononnn0000nnunnonnononononnnon000nnnnnn nnnnnnnoonnnnon onnnnnnnnnnnnnnnonnonnnoononnounnnnnnnnnnnnnoononnn noonnonnnoonnonnnnnnnn000000000nn000nnnnon000000nnoonnnnnoonnnn ononnonnnnonnnonnnnnnunonnonnoonnnononnnnnnnonnounnnnonnnnnnnnn nnnnon0000nn000nn000n00000nnonnnnnoonnnonn000nnoonon000000nnonn n000n0000n000nnoun "on nnnoononoonnoonnonon0000000nnnonnnoonnnoonn00000nnn000nnnonnnnn 0000noonn0000nnoonon000000000nonnoononnnononoonnoononnonnonnonn n000nnnnnonnnnnnonono noononnnnnon000nononnnnnnnonononnonoonnnonn00000nonnonnnnnonnon nnnnnnnnnonnn nnonnoonnOnooBoon000nnnoon0000nonoonnnnoon000000n000nn0000nnonn ononoonn nnonoonnnnnnonnonKOM, n00000noononnonn0000n000n000nnnoonnnnonnon00000000nonnnonoonoon onoo 13FIonnnnnnnnon0000nnnoononoonnnnononnnnnnnon0000noonnnnnononn nDun 0000nno noun Ban non 000non000noonoann00000nnnnnn0000noun0000noonnnoon000nnnnon nun non nnnn nnonnnnnonnnnnnnonnonononnnn000nnnnnnonnoonnnnnonnnnnnnn on"Ban OEM nonnnnonnnon Ban nnnnnnonoonoonoononoonoonoonnonnonnooannoonoonnonnn000nn nnnnnnonnonoonoonn00000aon0000nnoannnoonoonnnonnoonoonoo nn nonnnn000n onnononnn000n0000nnn000nnnonnonnnnonnoonnnnonoonnn "Human ononnnnnnoononononnnononoonn Boman Ban nnn Bun nnn n nnoannnnoonnnnnonnnnnn onnnnnnnnoonnnn nnOnonoonoonnnnonnnnnnnnnnnnnnnonnnnnnnonoi nnnoonnnnnonnonnnnnnnonnnnnoononnnnnnnnnoo man OnnnnnnnnnonnnnnonnonnnnnooOOnoonnnonoonnn nnnnnnnnnnonnnnnnnnnnonnnnnnnnnnonnnnonnnn onnnnnonnonBonnnnnnnnnnnnnonnnnnnnnnnnnnnn nonnnnnnnnonnnnoonnnnonnnonnnnonnnonnnno nannnnonnnUnnnno oonoonnonnnnnononnnoonnnonnnnnnonnonEl oonoonnnn000nonnon nonnnonnnnonnnnonnnnnnnnnno Ono n Dlnnnnnnnnnnnnnnnnnnnn onnn©nnnnnnonon onnnonnnnoonnnnnonnno nnnnnnnnnnnnnnnnnnnnn onnnnnnnnnnnnnnnnnnnn nnnnonnnnonnnnnnnnnon Sao ononnonnoonnnnnonnnno nnnnoononnononnnnnonn n0000nnonnonoonoonn no"Dan onnnnnonnnnn oonnnoonnnno nonnnn nno SEE TABLE C, SHEET6 FOR DESIGN PRESSURES WHEN OSINU Inls IAem. MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 NOTES 1)USE THE MOVE -ANCHOR QUANTITIES REQUIRED_......: TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. ])USE THE MOVE Wf ANCHOR O.C. SPACING._... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3)FRAMEDIMENSIONSMEBUCKT-MEETINGRAR. A) FOR SIZES NOT SHOWN, ROUND I1P TO THE NEMAVARMIE NOW OR HEIGHT DIMENSION SHOWN ONTHETABLE. 5) REFERTO TMIES ] B 3. SHEET Z FORMCHORGROUP DESCRIPTIONS *: M.5B]05 We.M�a�ar 0<.SpxTO lur awe p r TbpNFb' WbWbm PBODULTREVI9FD dmmNriBwLLM1 Bw FIaMA wldioi Code AcxO�Na 7AN� C,�J._ Emirvba Duc 1 H 3[L �nl tm TECNNOLWTORNE ANCHOR QUANTITY TABLE J ROSOWSKI N VENICE, FL3l2F6 Da1c (611}1MN600 RIM SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 C6P(BFABC AO PaTYdblx¢&NG SpBe�yeMl Stab: BIHeI DD-' Rn: "1LW0N1tPFS°"E° SH-5500 NTS 8 OF 13 MD-SH5500-01 B CERT. DFAUIH. R9YBB 0��0aB�00010 0 � aB00� ® K 0 m �0�80a80� m m o �08 m m 0�a © � ® 0aa0� m FEE-1 �8 �8 ®��vnvv""000"o"v"v"ova""vovvvvv"avo"ova""av"""ovv"ovv"m"nova""ao"" mmn"nmmB""""nmvv"n"mm"mn""B""""m"an""""""nm"n""n"m"o"aa""noon""a ��mo"on"v"""Donn"""onnvva""n"onno"n0000nnvn"moo"o"onva"o"nonvv"aa mo"m"mB""n"a"nmmoo"v"mamoo"vmvmv"""noon""m"n""amoBmonaoa""nnnoo vv"BU"ovv""onnvv"mononBaBo n""anonvav""o"nvavva""""ovaaova nm"n""BnBEIEN "amnnm"oaa"ovv""o"Bnnvvv"mnnn"nnnvB"m m�"""o"vavv "o""av"Doom""moonvv"v"v""avva""v""a"vvvv""von"a"vavvo �Kmnnmmanno"m"Omanmonnnmm"nnnnnnnm"mm�nnnnmmmnnnnnmm"""nnnnnmBBn" nna"a"nnno""""non"n""nn"""mamnnnn"mn"mnn©©"a"na"nnnnamnnoun"""" ��©m"nn"non"mma"nnnm"m"q"mm"mmomannn"mo©©ann""m""o"Bn""m""m"""non" """""ononv"""o vvvvvvvvvvvov"""nnnv"ov"o"000nm"""a0000nn "HUBBUB"m"an"mom"ann"""Doom"""avmaaoB"mmmooan"""000000nnv""ammo s�"Doom"avvn"a""vanonav""""vvvona"vnoa""v""n"oano""0000nnona"moon mm��"""""vvm"""ma"a"""mova""onvavva"m""aa"aamvavaavva""a"ooavav"m"m ��mm""nova""momDonn"""o""m"mmvvovnvm"""mm"Bmmm"mom"mvmmmoo""m""mm ��"moon"nnnm"n"nnvm"non"m"annmm"am"noon"moo""amn"""m"""nnm"am"m"o �vavvvvvvvvaav"""v"van"Donn"novaavnnnvBa"00000vnmom000"omo""vovn vmm"nn"ana""oqn"nnvov""nvv""v"vvvvaavva"aaoo"vo"av""a""0000"o"""" Bonnmmoo"vmmn"nova""nnaa""""v"vvvvvv""ovv"ovv""a"" """moon"ovvnBm""""""mmB""ovv"mB"nnmmamm""""ovv"nB"""" m�a"""ovv"v""ovv""""aavova"vvav""""vvaa"v"nvv""nvv"""v"v"ovv"vaon 0mm"Bnm"mmona""""""""""a""noon""""""Doman"""mmmo"mn""moo"o"Ba""o "a"aavvavn""nvv"0000v"n"nBnamoo"vvavanoom"nvv""onnam"oonoonov" ��"a"no"a""onoamoo"ono"moonvvn"noona"v"nnno"m""no"none""oononnava n"nBnmann"nmmnnBnonm"nnoo Bunn oBnn"m""maBm"mmmoo"nn"am"anon""""a '�v�n"""m"onnv"nmonn""""ono"""moo"non"moo"non"m"""noon""o"nonnnv""a ��mova"mnnnn"v""ono""on"nv""von"v"v""onnna"ovv"vonaavm"oonv""vaoo [�nm""m"nn"m""noon"m"aaMangann"mm"aB"nm"anon"""""mnn"amnnm"nnnBBa vanva"oanvavaav"ono"a"v"""oaa""a"""ooava ��m""nmm"non""""nounam m"nnnn""ano"nn"n"Bon""a""anBO""a"a"noon""" �111�1"a"no"v""m"Donn noun "o"m omnanaamoo"""an"n"nnoa"aononoona" ��Bnaaa"Donnavmoonnonon""ono"avmamm�noBmoo"""Doom""ovaova"000noav - ��n""n""nnmm""nnnm"amamm"mmn"""""nano"m"BmBnnnom000n"""aoonnnn"a" s �nmm`"oo""vnnonnoUov""moo"a"oonov"aa""non""aao"nova"vaoovvv"a" �v�n"a""""nm"mmoma""n"n"maonmm"ono"nmm""nnnBmvn"onooa"""moan""""aa �nnvv""olio"""no""oBn"va"on"v"000n Kilo" ""ono"vm"""moo"""vvonn"B""o m�"o"v"mom"""ao""v"""""van""von"""""oavmmo"m"ovv""000"m"o""o""Ham 0�mnmm"mnvnn"Bn"nnmann"moo"mom"ono"""a""ono"m"moo"o"nm"an"mnonm"" ��mmmm""nn"""mnnn""mnnnElo"nnovv"moon""nnnnnnmB"""ono""""noon""""n am"ooav"a"nnnvavoo""a"oa""ov"aavomnon"Boo ��Bnvaa"oonaaao"on"oono "nmm""nmmmm"Bnnmm"no"mm"Bnnnmvooanmaoann"mnm"nnna""ammo"nnm"maa ��n"v"a"000""von"vm"ono"nv"Donn""moo"ommnoovvvomoan©©aaa "mnnnnnv"o m""o"nnmDOD"""on""" Bo �""nmm"mnB""nn""Han"m"""anon©"mn"nonnmmnan m�v"nvvvvaa"nao""v"""m" ovvvvo"n"aavavoavvavvvvo"ooavoav"Hunan ""v ��m""n""momnDonnann"m"mn"""o"n"nmv"""nm"nm"mn""mom""ono"nv"moan"" ��"n""am""noao""ono""vovno"n"0000mo"no"vnv""moo"n"v"oono"a""vaooa mv�mom"""a""o"a""moo"nnam""o""oa"o"von""o""oav"moo"""aam"0000vv""" SEE TABLES 56 6• SHEET 6 FOR DESIGN PRESSURES WHEN USING THISTABLE "MIN. SASH HEIGHT • WINDOW BUCK HEIGHT-60.136 ,,�' QtkY LYNA, ........... ...dt/ LICENSE •., ((� NOTES: P:• •..� 1)' No. 5670$ 1) USE THE ABOVEANCHOR OUANTRIES REOURED_...._. TABLE FOR ANCHORS INSTALLED THROUGH THE FRMIE. 2)USE THEMOVE' ANCHOR O.C. SPACING .... _.... ' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRPL FIN. /p Y ma)'••µ 6 Q :OT p}�O 3) FRAME DIMENSIONS ARE BUCK.IH3'"MEETING RAIL A)FORSILESNOTSHOWN.ROUNO UP TO THE NEXT AVNLABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 5)REFERTOTABLES 363.SHEET2 FORANCHOR GROUP OESCRIPMONS. ��LLLLE.�.�NG��` Al )A1115 PE PED59T05 QUANTITY TABLE YavAnHv oC.aprAaAx 6v�PF TkpNFY NaYY6m �. PRODUCT REVISED Ommp3ieRVAC 61aFhNi UMiag Cad gziW �%1 1 :•I %,I Eryd Rau Doe . el N SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 m.rwmrtomn P6T aaLYD�&WG y,I,a yyY: SErC OVWp !# IB' —---°-'.""�__ SH-550D NTS 9 OF 13 M ' 5500-01 B ®mmmm mmmm®��EMU=®mmmm=ma33m 0a�0a�0a1=30ME0a�0zzm 01=a0 a0KI00000 000000000000000000 � B0�a0 ®®�0000000000000on000000 0o00©n000oo0000000000 0000©DODoo0n�00000000 �0000000000o0n00o0000 000nn0000000Ono000000 �0��000O00000000000on0000 ��000000000000000000000000000000000000o000n0o0000ono0o00000000000 ��nuoouuuuuuuuouuuuuuuuononnnuuunuununnuuuuuunonuuuuununuuuuunouu ��nnoonuuuuonnoounuununuuoouuounouunoououn0000uonunuuonnonnonn000 ®®�ou00000000000000uu0000uoou00000000uu00000n0000000000000000000uu ��ou0000uuuuou000uou0000uouuu0000000uoouonuuunnunnnnnnunnnuunnunu o�unouuu000nuunuuu000unn0000nuuuuuu0000uun0000u©nu00000unnu000unn ��000uuunuuu000uuuunuonuuouuunuuuunnnnnuonunnnuuuuunuunnunoununnn ®�ououun000nu000uu0000uou00000000000000uoou00000nn0000u000u0000un Effl00nonuoon00oonu00I oo000nou000 o0onuoun000000o III ou ouon0o0unuon0nononon000000000o0unnouououo ��000uuunuununnunnunnoonuuunnuunuonnnuuunno0uoouo u ��uuuuuuuuuuunuunuuun000nouonuuu000nuuu00000uu000unuunnnunu000uuu �ou000uuunonuuuuounonunuonunnnnnunuuoououuunnounuuunounonuouu000 ��uuuunuunuuuuuuuoounuuuuonnonunnonu©noonnnunoounuuuouuuonuunouuu �_�_000unnoouuouoouuouoouun000uuouonuon000uuunounonuou00000000un000 oonn0000u©0000uoououuoog n©©uuonuoununno�uuun�oun0000000u®onnno �ouououuoonu0000u0000 oouuu00000000u000noo n°d.°0uunnnnuuun uuuuu vomo©ouo©oouonouoonn�u°�oonoo©©ounnoon000000goon000nnoHHnvugnonoo ®oouonnu0000u00000uou000000n00000noun0000000u00000uuu0000000no�ou nnu000©onno©00000uoon©uoon©©no�in000n00000�noov000uon0000noonoun ram00000u000000u000000uouo�oononuuoououu0000nuu0000000u0000°Ei�ionoun ��onouuu000uuu000nuunnounouuuuu000noonnuounou000nuou0000unuuuoouu ��uuoonuouunnuuun000uunuuonnuunuuuooun000nuounounnonnuuu0000uuuuu ��unouuooununuu000uu000nuun0000nouu0000uou000uoounnuuuunuuuunnnnn O�nuouuuuuu0uuuuuuunouo unonuuuuBnnnuuu0uoououuuuuununnuunuuuuuoun 0�00000uuouoouuou000nouu0000nnouoounonuoonuun0000nnonuoonouuonnoo �0000uu000nuu000unn000unnunuu000uu000nnnu000nouu000nnouu0000000n mu0000nuuu000000000000u000unouonunuonuoouuo0oou0000uuou00000u000 ��0000uu000non000000nou000uouuuoouuou0000u000000nuu00000nunun000u �nuonuuuuuuuuouu0000uunuonuuu000uuouu000uuounoun000uuuu000nnnouo nuooununuuuoouoouuouoouououonnou0000nu0000�uuuunuununnnuouuouuu �ou000unuuoouou000nann0000unuu000uuou000uuo 000noon0000unnouuuoo s�onuounonuounonnunuouuouu0000nuuu00000nu0000uoouuououuuouuuuuuuu o�ououuuuuuouuouuonuunuouoouunnuuuuuuuunnuuoonoonuouuuunounuounnu ®�uu000uuouu0000000000000000000u000000000noouu000000uu000000uuuuo ��000uouou000uuu000uuuuonouonuonnonn00000uou000uouu0000uuuuu000nu ®�nnooun000000000uou000uu000000uu00000000000uoou0000nuuu000000uuo �nnouunnunnouoounon0ouun0nnuuuonouon0000000000nuuunuuu0oo0000no ��nu000unuuounoououn000uuoounoouoon000000uoonuununuunuun000nunuun a��ouoonuouuonnonuoou000000u000uuou000uu000000n000000nuunonunnuuuu v�u000uuuuuouuouuouuuuuunuuuuuuuouuoouoon000uououooununoouuunnuuu �m�u0000uuonoou0000uuuou000nou00000noonoouonu000uonuoououuouu000uu ��ou000uonu00000uoonoou00000uounuouoonon00000uou000uuou00000000uo a��ou000uunnouuoonoououuouoouuuun0000uunuunnouuuouuoouuuuoououuuuo mm�®o00000000000o00oonoon o00000000n00n00000000 0o00n000000000nn00000 xc I,.nwa]ae. a„a,,"'W,.,.'C'',.,..K. •• MIN. SASH HEIGHT •WINDOW BUCK HEIGHT � 50.138 * : No. 58705 1GTHR LASSVPESBOUGH 16 MAY NOT BE USED WITH JCHMJNELORIND:ORPL � FIN FRAMES PROOUC REVISFU ommw,lh UrFb0+ elen, C. Com g s nin no D�mcl 4 o a5 By M N PIW,a2 'PO•�.L'Sf I!;•'�� tOTDTECHNOlAOYDRIVE ANCHOR QUANTITY TABLE JROSOWSKI NOTES: 1)FRAME DIMENSIONS ARE BUCK TW=NEETWO RAIL of A� .. F!/ %(L�s''•2ORION,.� G\2� 'P]is�ONAL N. VENICE, FL 31215 (BNNB61600 �0' SINGLE HUNG WINDOW INSTALLATION -LM Ov4: 05/15/15 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVMLABIE MOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. E?55V` IJ]11111111111 mvnaoR]eAf] POI MIIB]WFe'11L 3)REFERTO TABLES 2• SHEET2 FORANOIOR GROUP DESCRIPTIONS. A LYNN MILLER,PE rv1AFxle >t 5500 NT3 1 10 OF 13 1 MD-SH5500-01 B PEA58]as CERT.OF AUM.Y25R8 tABY KHANNFR T 1J]r OELHEADNAMB 1 � 3AB3' —r s DA44'= I 635' r 5 KHANN FRAME SLLL .I tsar-1 1: ao• I I A65' .065' 13]5' o I `c J s I 1 O O 14 MEETING RNL t6 SABH ML MEUI ll�.14 '" LJ OFLANGEFG E HEADIJAMB FIEM, JU IA8r 1AI IN03' 1 OFOO� 1 1.3]r HEADIJAMB ��111 3.500' m L-3 1ABi' FA OEOUAL LEGFM HEAo1J 11 3AM' 2.4M' �oao1 OEQUAL LEG FRAME SILL A>r 1A—�� .080' ]1r 1.185' O43 LIGW BASH REINFORCEMENT 0]r 1�- rer 1.o3r T~ 1.331• r1 STANDARD RB MEETINORA4 REWFORCENENT 1315' ,I 1 1� 51 Z'ar R.1>r .9]t' 1jr-nr�Y + 14 .311 .9)4 J .035• �35j"5' 0]D .050' .05r BALANCE BASH BTOPI LIFTRALL LIFTML %r BEVELED BEVELED 1] COVER 10 SCREWCOVER 1B INTERLOCK R0 INTERLOCK COVER 21 INTERLOCK 43 INTERLOCK COVER .810' r SHDSASH REINFORCEMENT 1.184' I-r- 0>r 1.041• L --I 1a40• Fr OHD WETINOML �> REINFORCEMENT J 316• .300'{ryl. 1':'pCEN3p'��(':� RY - 1 R64• � .1]5' +{I,��'I� �I'L��LI�L :`�:. \f\P MWwi�� LJ yyyllliiF'' . TF 1AM11G EKTRUDED ROLr l �A��''•, ATE F��" (O�� NO]VENICE, FOL 99Y SDRNE WINDOW EXTRUSIONS J ROSOWSKI O BEADING OSCREEN FRAME 81 SCREENFMME :](4`s'•'.1,10g1oT; .:��•`� VIM: pa4 %S70NAL ft--;;600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 IlYllllll11110 {yR W. WG �u.m ReFtANFn S-Vvotlal: Bwb: Sfi.sE DarliN Aq Rer: A LYNN kl L KP.E SH-5500 NTS 11 OF 13 MD-SH5500-01 9 ppyww CERT.OFAMH.ft8296 Bill of Material Bill of Material, cent. 9 Pad# Description Material # Pad# Description Material 1 u0101 Birds Hung Frame Head8 C 20197 Auto k Mechamsm C Stee 2 620102 Single Hung Frame Head & Jambs - Flange PVC 48 72019889 Sweep Lack Cast Zinc 3 620103 Single King Frame F I Jambs - Fin PVC 47 72019586 Auto Lock Cmer Assembly Caet7no 4 620104 Single Hung Frame Head B Jambs - Equal Leg/Flu PVC 48 76X7180PTX 06 x 1-70 Ph. FH SOS (Auto all Sweep Lock Screw) SS 5 620105 SWDH Fmme Sill - J-Channel PVC 49 720200 Auto and Sweep Lack Keeper Cast Zinc 6 620105 SWDH Frame S01-Flange PVC 50 778X34PPA #8x 3/4' PH. PH SDS (Keeper Screw) SS 7 620107 SWDH Frame SAl - Fin PVC 51 420181 LIR Emaded Tilt latch Comer Key PVC e 620108 SWDH Frame Sill - Equal LeWBox PVC 52 42018 LLIR Pull Rail Till Latch Career Key PVC 14 1 620131 Fbied Meeting Rail PVC 53 7634PRFL #6 x 3/4' Ph. FH SDS (Comer Key Screw) SS 16 620129 Sash Roll (Sides, Top 8 Bottom) PVC 54 420183 111t Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Reaner PVC 1a 620133 Sash StoprBcrew Corer PVC 58 720207 1' Tit latch Spring SS 19 820156 Poll Rail Interlock E005T5 At 67 420186 PIasllc Tllt Latch Finger Pull PVC 20 620144 Pull Rail lntedock Cmer PVC 5a 720192 Metal Tilt Latch Finger PUB Cast zinc 21 U0157 Beveled interest,6005 T5 Al 59 720160 Prot Bar Comer Key PVC 22 620145 Bawled Interock Cover PVC 60 720206 Piwt Bar SS 23 620IN Light Sash Reimbursement 6063 T6 Al 63 720191 Sash Pull Hande Cast Zino 25 620152 HD Sash Remburcemem Sol AI 84 720194 Sa3h PWI Hands With Latch Assembly Cast Zinc 26 620153 Stallard Meeting Rail Relnburcement 6OG5 TS At 65 7834FPT #8 x 3r4' Ph. FH BOB (Pull Handle Screw) SS 27 OM154 HD Meeting Rail Rembmement 6005 T5 AI 66 420188 BORom Latch Strike Plate Cast Zinc 644 WeamentrlP, .1B7' x,271' Fin Pile 87 7785813 #8 x 5/8'Ph. FH BMS (Smke Plate Screw) SS 3M Weatherstrip,.1w x.WV Foam BDID Flex PVC 72 720135 Laml LG. Bead PVC 719 Weathemtrlp,.187' x Tin' PolyPile 74 Backbeddiig, GE T700 or Dow 791 Silicone 825 Weatherstrip Plug..2Z1- Flreeal 75 71546N Setting Block(7/8'xl'x 1/8'), 85 a/- 5 dwo. EPDM M7TT #8 x 1' Ph. PH SDS (Interlock Mounting Screw)80 81012 EXWded Screen Fmme AlumTHPX #e x 3' Ph. PH BMS (Meeting Hall Screw) 410 SS e1 81011 Roll -Formed Screen Frame Allan69SP E Meeting Rail Scree Support Plate 6053TBAI 82 7CKGLB21 Screen Caner Key bur Extruded France X4 PVC 210 Weep Hole Cofer PVC 83 47042 Screen Comer Key Mtn Pull Ring %2 PVC OD0IX Constant FWas Balance B4 47041 Screen Comer Key without Pull Ring X2 PVC #8 x 314' Ph- FH SMS (Con. ForceBalanceSerew) SS BS 7CASPM Tersbn Spring SS SPmI Balance B6 61BI6048 Screen Cloth Fi205 Splrel Balance Shoe Nylon 87 87635/61814 .140' Screen Spline (MecNndHalb Rallied) Vinyl 44 17MI14FPAX108X 1-114' Ph. FH SMS I 410 SS Part1) DeWF1PBOn Material 76 Kommedmg 4SG TPS Spacer System 77 0uanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 78 Guanex Dumseal Spacer Materiels 79 Cardinal A Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES. LTD.. TO BE LABELED FOR AAWAExmUDER CODE. 2) ITEMS 0 9613.15, 24, 29.29. U. 39.61, fit, 6671, Is 73 ME NOT USED AND ME NOT PART OF THISAPPROVAL * : Na 58705 tm0 TECHNOLOGY DRIVE R VF2aCE FL342T6 (811}Ie0.1B90 aePmplRoxnl MTIYMIBmFA OC •LLwfMBIFFFMn ONE HOT-MF1T eUM STRUCTURAL STRUCTURAL SILICONE MVNOM. CLYISOBIITYLENE 1/4'NOM. FOAM WITH DESICCANT w� DES CCANT EM. 'LAB EXT. GLASS `INT.GLASS KODISPACE SUPER >a 4SG TPS SPACER'S" Wa "r RkIrveURCCMery1 POLYISO- DESICCANTFILLARI:A BUMENE w1w NOW VIVNOL1. SEAL BUTYL SILICONESEAL SICCAM ROLL- FORMED FOAM STAINLESS AL LASS EXT. GLASS INT. GLASS INT. GLASS re DURASEALO ,9 XL EDGE':' SPACER SPACER I'ROMM REVISED cpmplying wiN the FLvtle 6uii4;e8 Curie AaxPunm lm y¢0630.aj P "'.T�a�2o1v Dy n#.vni 4e Raducl OF MATERIAL (BOM) J ROSOWSKI mfs LE HUNG WINDOW INSTALLATION -LM 05/15/15 - RN "n"1 OvxNa N. 5500 TS 2 OF 13 MD-SH5500-01 B H GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED S TESTEDTO COMPLY WITH THE REQUIREMENTS W THE FLORIDA BUILDINGCODE. 2) ALLWOOD BUCKS LESSTHAN 1-11C THICK PRE TO BE CONSIDERED OL INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-VC THICK OR GREATER. I X AND 2X BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS %SEE_ THE RESPONSIBILITY OF THE ENGINEER (EOR)OR SHEETS ARCHITECT OF RECORD. (AORL 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGFLLRHWG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AHD IS BEYOND WE SCOPE A.SEE OFTHESEINSTRUCTIONS. SHE, 9 Q MAX. 1W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE WE PRODUCT IS NOT FLUSH To WE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUSTBE I SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON L THEM BY THE WINDOW. 1SNAX. 5) WE ANCHORAGE METHODS SHOWN HAVE BEEN O.C. DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 3 141% T STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF i THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. B ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET WE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE TABLE 1: Window Buck Size I Design Pressure Certification (CAR) Number Width Haight H) Psf I-) Psf 84 _ 54 65.0 65.0 190.281, 1019 84 54 70.0 70.0 190.284, 1019 84 72 70.0 70.0 190-279, 1012 96 63 70.0 70.0 190-283, 102D 75 48 50.0 50.0 190-280. 1013 36 72 50.0 50.0 190-282, 1014 MAX. BUCK WIDTH SEE TABLE 1 —+{ I —_r IS MAX. D.C. 6•MA%. D. SEE SHEET4 T _ — C SEE / SHEET4 / A MAIL BUCK HEIGHT, SEE TABLE I 4 MAX. _ O.C. B•MAX. D TYP. EQUAL-LEG/BOX $ FLANGE FRAME (SHAPES SIMILAR) SCANNED BY St. Lucie Countv MAK. BUCK WIDTH SEE TABLE 1 —� r— 4•MAX.O.G 2'Mp1 C MAIL B L HEIGHT TABL r TYP. INTEGRAL FIN & J-CHANNEL FRAME (SHAPES SIMILAR) SHAPES MAY USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURED FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. �1� 1070 TECHNOLOGYI N. VENICE, FL 34275 FIXED WINDOW FPA(IMP.-RESIST.) 8 ELEVATIONS LICK SEE E1 ter.. jO• J ROSOWSKI �Fjti� 8 : O�'+... FLenDS��C':' a8 �'SSION)�� NTS 1A 1 OF 4 101 FPA-5520.0 Anchor Substrate Min. Edge Dlstance Min. Embedment 010 S S (steel. 18.8 S.S. or 410 S.S.) Max. Die of 50.0 P.T. Soumem P a S 0. 7116 1 E Sted,A30 318" 0.050' Steel Stud. A053 Gr. 33 3/E 0.0318" (20 Ga.) Aluminum, 6063-T5 3/8' 0.0713' 14 Ga.) 912 SMS (steel, 1885.6. a 410 S.S. P.T. Southern Pine (SG-0.55) B'10' 131E Steel, A36 3fE MOST Steel Stud. A653 Gr. 33 31E 0.0346 (20 Ga.) Aluminum, 8083-T5 31W 0.0713" 14 Ga. 3116" Ullmcon (steel) Max. OP of 50.0 P.T. Southern Pine (SG-0.55) 7116" 1.31E Concrete (min. 285 ksi 1" 131E 1Ungmuted CMU, (ASTM CEO) 2-tQ' 1-1/4' 1/4'Ultracon (sleep P.T. Soulhem Pine (SG-0.55) 1" 131E Concrete (role. 285 ks0 1' 1314' LlAgmuled CMU,(ASTM C00) 2.112' 1-114" Concrele(min. 285 ksi 247 1314' 1/4' Crete -Flex (410 S.S.) P.T. Smulhere Pme (SG=0.6 1' 1318' Concrete (min. 3.35 ks0 1" 1314" 1.1mgmuled CMU, (ASTM C 90) 2.1/Y 1.114" Concrete min. 3.35 k51 2-1W 131d' 114'Ag9re-ralor (18E S.S.) Ccwrele 2n.3.275 ksi) P.T. Soulhem Pine (SL 55) 14R' 1' 131E 131E Unprouted CMU, (ASTM CEO 2" 1-114' Tar NOM. Anchor Substrata Min. Edge Min. Distance Embedment 2-V2' x .131- Common Nail P.T. Southern Pies (SG=.55) WIS. 2.7116' Max. DP of S0D 2.10 x .131- Ring-sllark Nail P.T. Southern Pine (SG=.65) 911E 2.7116' 2-112' x .14V Roofing Nall - P.T. Southern Pi (SG=.55) 8/16- 2-7/16' P.T. Somhem Pine(SG=.55) 3/4' "a, r11OSMS Aluminum, 6063 Tm 318' 0.050, (steel, i8E S.S. Steel Stud, Or. 33 318' 0.034E (20 Ga.) or410 S.S.) Sleet, A30 3/B' 0.050" ANCHOR NOTES 1) NNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. 2) PANHEAD, FLATHEAD OR HEMEADAREACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE SILICONE' TYP. GLAZING DETAIL 1'NOM. �-�{ -�- 1•NOM. -�I 5/16' A/A PVB 5/16' A/A PVB 7/18' AA PVB 7116" H/H SG 7116" AIR SPACE \ 3/8'AIR SPACE 318"AIR SPACE 3/8'AIR SPACE 118'ANNEALED OR \ 3/16'ANNEALEDOR 3/16' ANNEALED OR 3/16'ANNEALEDOR TEMPERED GLASS 1 TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, 16 DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER a SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XLEDGE XLEDGE XLEDGE XLEDGE GLAZING TYPES VISIBLE LIGHT FORMULAS WIDTH: BUCK H T-N I HEIGHT. BUCK HEIGHT-45/tE VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TOAS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING OUT CERT.OFAUT1L fR9296 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 PVB AND SG INTEMAYERS MANUFACTURED BY .`�•�NN �-`: DUPONTINC.(AlUkWRAFAYAMERICA,INC.) = k: tin. 5B�05 ' -a • C- •�Ig + W; VINYL FIXED WINDOW FPA(IMP.-RESIST.) `8 12/13114 GLASS/ANCHOR OPTIONS sm J ROSOWSKI . u'. AE�r>>..` T �S ,......... NTS ICI 20F4 lo£I FPA-5520.0 FLANGE FRAME SHOWN EDGE DISTANCE r70 THICK 1.0 EMBEDMENT i— MENT V EDGE DISTANCE NSTALLED THROUGH IX BUCXSTRIP BUCK HEIGHT SHOWN INSTALLED DIREMY TO METAL SUBSTRATE 1-THICKI.G. FLANGE FRAME BROWN R EIG<f /_RI I O p EQUAL- BROWN LEGIBOX ��I' INSTALLED FRAME DIRECTLY TO BROWN D I� SUBSTRATE EMBEDMENT S EDGE DISTANCE VERTICAL SECTION B-B SHOWN WSTALLEG DIRECTLYTO SUBSTRATE FLANGE EXTERIOR FRAME F SHOWN V EXTERIOR V 1-THICK I.G. � T/S'THICK I.G. BUCK WIDTH HORIZONTAL SECTION A -A INSTALLATIONNOTES SHOWN INSTALLED THROUGH IX BUCKSTRIP EQUAL. LEG`BOX FRAME SHOWN EMBEDMENT FT 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLES) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4-. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN ANDKIFI FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. J�O.YI IYNN 1.f/[i •��i VINYL FIXED WINDOW FPA (IMP: RESIST.) 0 12/13/14 &FLANGE 8 EQUAL-LEG/BOX FRAMES SS J ROSOWSKI 2 ro -O' sin EO` LFRT.OFAUTH. YL9296 � � F.�s...,•.•. �h.�' 1070 TECHNOLOGY DRIVE ,I)AL.�' sg N. VENICE, FL 34275 _ d atYNN MILLER, PE. (841}480-1600 PW5520 NTS S 30F4 og FPA-5520.0 �€ PP>587w SHOWN INSTALLED EMBEDMENT �-I EDGE DISTANCE THROUGH EMBEDMENT SHOWN SHOWN THE INSTALLED INSTALLED INTEGRAL FIN f-' EMBEDMENT O THROUGH THROUGH THE FRAME THE J�CHANNEL EDGE DISTANCE INTEGRAL F W FRAME EDGE Q SHOWN DISTANCE SUCK HEIGHT I J-ANNEL 5I o� FINFR FHAME C=0 TIS'THICK I.G. FRAME GROWN EXTERIOR -- SHOWN 1/B' THICK LG. BUCK WIDTH HORIZONTAL SECTION C-C bl WN lu INSTALLATION THROUGH THE FRAME, INTO METAL SHOWN --.•..n INSTALLATION THROUGH THE Ivl INTEGRAL FIN. INTO METAL INSTALLATION NOTES 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET2 FOR ANCHDRAGE AND SUBSTRATE REQUIREMENTS. 3) MAX SHIM THICKNESS TO BE 1/T. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, 5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. ITHROUG INTEGRAL FIN x VINYL FIXED WINDOW FDA (IMP. -RESIST.) & 12/13/14 - FRAME seowN EMBEDMENT ,; J-CHANNEL B INTEGRAL FIN FRAMES cm JROSOWSKI ., L'lf S - i �•. 6lo IS :OTC EDGE DISTANCE h"' CERT.OF AUTN. IY19298 1070 TECHNOLOGY DRIVE t =^ ��'"'';»:''• VERTICAL SECTION D-D N. VENICE, FL 34275 a po og x€ ILLER ALYNN MILLER. P.E. (941}480-1600 PW-5520 �, NTS 40F4 FPA-5520.0 PEA L 2t,�Z, MIAMFDADE MIAMI-DADS 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) w .minmidade.eov/economy PGT Industries, Inc. SCANNED 1070 Technology Drive �� North Venice, FL 34275 SCOPE: ' St. Lucie County 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). m E' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control LL, a Section an 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 Uo perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may w Q w immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER m) reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control J 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 9112-5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15115, 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 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Expiration Date: September 24, 2020 ��ZS 111 Approval Date: August31,2017 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, Durasealo spacer system, Super Spacer® NXTTm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 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 underNOA 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 FBC1 TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted underNOA No.15-0903.10) Jorge M. Plasencia, P.E. Pr?duct 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 (cowuqu D> 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. I5-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08128/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-09 03.10) 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 "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "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 09/15/16, 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 09115116, expiring on 04/16/20. Jorge M. Plasencia, P.E. Pr9 uet Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August31,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 6t11 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 9/10/14, 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 Date: September 24, 2020 Approval Date: August 31, 2017 E-3 26ANCHORS, SEE CLUSTER DETAILS SHEETS 12-WC MAX. O.C. WMA)t `"11 7 .. e. SIF 'SHEET 3 A SEE �D. �. SHEETS 1E TV EQUALLYa� MA%. Q.D. MA SPACED X SPACED BUCK ATABLESNCHORPER HEIGHT iABLEB,i-II .O X 1 S• MAX SEESILL WEEFIXXE d•O.C. I 3'MAX. OETAT3 _ I �E I 6NFETJ IIIOEP,—N"'OLES T5• MAX. DUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C,SEE SHEETOI SEE 1 SHEETS J 0.1E 1.115' SEE SHEETS MAXr 0-16 0 a� X D, SEE SHEET4 C M' MAX BUCK HEIGHT 2AANCHORS.SW CLUSTER DETAILSSHEETS� &•MAX 1-- 'HI E( ANCHO TABLE TABLE WEFPNO.f DETMS, 4'O.Q 3'MAX SEESO WEEg&I SHEET♦ DETWEEN L. ^ D DETALL EPHOLES SHEET 7VMAX. BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN SEE SHEETS" I IMPACT RESISTANT uev 5nr —"I � I f"� 10.84•MAK O.C. -�I _ - I I SHUTS SEE ET ETEr E UALLY ?ACED a MAC IS PER BDC '232T �L HEIG X _ O X _ O.6T MAx. D.C. � BO.C. 4.BETWEEN 3- MAX 3. WEEPHOLES 3 140'MAX BUCKWIOTH GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCTHAS BEENDESIGNED8TESTED TO COMPLYWITH THE REQUIREMENTS OFITE FLORIDABUTWING WOE. INMUDINGTHE HIGH V CITY HURWCANEZONE(HVHZI. 2) S4UTTERS ARE NOT REWIRED WHEN USED IN WINDSORNE DEBRIS REGIONS FOR INSULATED GLPSS INSTALLATIONS ABOVE 3D W THE HYHZ,THR OUTBOARD LRE (CAP) MUSTTEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMNDADE COUNTY, USE ONLY MIAMFDADE COUNTYAPPROVED MASONRYANCHOR9. MATERIALS USED FORMCHOR EVPLUATIONS WERE SOUTHERN PINE ASTM CDO CONCRETE MASONRYUNOS MID CONCRETE WDH MIN. KSI PERANCHORTYPE. 4)ALL WOOD BUCKS LEBSTHAN 1AW THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS AREOPTIONM IF UNITI9 INSTALLED DIREMYTO SUBSTRATE. WOOD BUCKS nFPICTFO AS 2YARE 1.IQ'THICK OR GREATER. IXAN02X BUCKS (WHEN USED) SHALL BE DESIGNEDAND SECUREDTO DROPERLYTRIWSFER LOADS TOTHESTRUCWRE. WOOD BUCK DESIGN ANEGATIVEDESIGNLOADSBAREDONSTRUCWHALSCYC(ETESTINGANDG SPERASTMEl MD. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, ETRUCIURPL & CYCLE TESTINGAND CLASS PER ASTM EIMS. C. DESIGN LOADS APE BARED ON ALLOWABLE STRESS DESIGN,ASD. (I)TRE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOAOS CORRESPONDING TOTHE REQUIRED DESIGN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD.ANCHOF SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSIONRESISTABCE 9) METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING MOE AND TO BE RE 10) REFERENCES; TEST REPORTS FTL80T2, SOT! & 8074; ELCO ULTRACON NOA ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOD.; ENER( SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCRON. ANSUAFBPA NOS &ALU II)APPUCABLE EGRESS REQUIREMERTS TO BE RENEWED BYBUILDING OFFICIAL USER INSTRUCTIONS: 11 DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE T. T-- OBTAINED INSTEP I. USE INDEXTABLESON SHEETS mnnr nnu lnt M'rlWrnwle wluc. C * J N0. 6BTU6 31DETERMINETHE MOST SUITABLEANCHOR GROUP FR0MTA91ES2ANO 30NSIEE172ACCORDWGTOINEINSTMLATION _ CONODIONS. 4)DETERMINETHE ANCHORQUANTITY FROMTABLES I747(SHEETS9-10),WRUFYTHEANCHORSUBSTRATE Ma MEET - REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, ANDTHATAI MIN. REQUIREMENTS FRONTNIS SHEET SETARE MET. _ 511NSLA0.ASPERSHEET3FORFIANGEIEOUALLEG INSTALLATIONORSHEET4FORINTEGRW,FIWICHANNELWSTALIATION. ' .O •. 1! USETABLE 40N SHEET 2TO RNO THE APPROFRMTEDETMLS. %•,i010NAL15 NOW: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAMETYPES(ACHANNEL, RANOE, �\ p, LYNUM�Efl INTEGRAL FIN OR EQUALLEGISOX), SEE FIGURE BON SHEET2. PEAM703 IRITY HAVING JURISDICTION. PROFILE&, LTD WHITE &BRONZISUGHTER CERT.OFAU RIKI29B ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES/STANDARDS USED: •201T FLORIDA BUILDING CODE (FBCJ, GIN EDITION •2014 FLORIDABUIIDING CODE (FEC , STU EDITION •ASTM E130009 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALLMINUM DESIGN MANUAL, ADM-2015 •AISI SIM42 •AISC 30DIO ELEVATIONS.._........................_.1 FRAME,GIAS98PNCHOR OPTIONS ..............._-_.:.. 2 INSTPSQUAI EGSOX.E& EQNALLE(NTEGR ...-.....- 3 INSTALLATION. INTEGRAL ...LFW BJ DETAILS EEM S....._............. 4 GLADESIGN ..._.........5 DESIGN PRESSURES...._...._...... BA ANCHOR OUPES..........-..._ EXTRUSION PROFILES & BQN.17_.1T ASSEMBLY .......... .... ... .... ____1B JR 1 03/27/17 PRODUCT REVISED pl/ ingg wltN Na FWdd. Bul. CPtle xo"n-xa. n•Datt.Da EUDTmtlon OAt 09/24/2020 Mlam ePmGuc Can o NOTES & ELEVATION J ROSOWSKI oaw FAL ROLLER - LM 05/15/1: sca•: snee(: Om.4p Nw Rw: 0 NTS 1 OF 18 MD-HR5610-01 B Glass Type Description (Listed from Exterior to Interior 5 7/8-LamieWd l.G.: 1/8-A Extedar Cap+Wl1 Air Space +5116- Laminated; (2)Liles of 1/8- A Glass wllh.09V PVB Nterlayer B 7/8-Laminated LG.:11W TExtedor Cap+7/l6'Alr Space +511VLaminated;(2)Wee, of US' A Glasswlth.D90'PVB lydedayer 7 71W Laminated LG.: 3:16-A Exterior Cap + 31W Air Space+ SI16' Laminated; (2) Ute3 of 1/8' A Gless with .090" PVB Mtedayer 8 71W Laminated l.G.: 311 V T Exterior Cap+ WB' Ab Space+ S/16' Laminated, (2) Utes'of 1/8' A Glass with.090' PVB lntedayer 10 718"Laminated l.G.: 1/8-TExtedor Cap+MSS Air Space+5/16'Laminated;(2)Ules of H Glass with 79WSG bdeday°r 11 718• Laminated I.G.: TIV A Exterior Cap+318- Au Space +Slit' Laminated; (2) Utes of 1/8' H Glass Mth .090- SG Interloper 12 718-Lamireledl.0.:3MS'TExtedor Cap+3/B'Alr Space+5/16'Laminated;(2)Utee, of 1/8" H Glass wllh.CST lntulaye, 14 7/8' Lamiretetl LG.: III T 1.UuI 1 Cap+ 5/1W All Space+7/16- Laminated; (2) Lilies of 3116' A Glass with .090" SG INedayer 15 LBMratetl LG.: W16-A ExledOr Cap +1/4-Airspace + 711 W Landnated;(2) I -Res of 311 W A Glass With.09w SG IOtedayer 16 71W Laminated LG.: WIV TEYtedor Cap+7/4-Air Space+7/16"Laminated;(2)Ltes of3N6'A Glass with.0911'SGlntedayer aCe aOeci 0. tneeearvrtuaiu Group Anoher Subrsrate Min. Edge Dl=ce Min. Embedment- A g1DSM5 (steel, I" S.S. or4105.5,) °°Ism PIR(SG=. a e' Steel, A360 318' 0.050" Steel Stud, A653 Gr. 33' 31B" 0.0151' (16 Ga) Aluminum, 6063-W we- 0. 50" 3H6'efeel Ullacan P.T. Southern Pine (SG=0.55) ME- 1-318- rem (min. 2.65 ks1) 1' 1-XII, Ungrouled CMU, (ASTM C 00) 2-1/2' 1414" B 872 SM9 (steel, 1S419.S. n 4105.5.) P.T. Southern Fine(SG=0.55) Wit' 1. w Steel, A w 316' D OW Steel Stud, A657 Or. 33' &e' O.W51'(i6 Ga.) Aluminum, 605345• 318. BA63 C 1!4'steeJ Uitmcan Concrete (min. 2.65 ksp 1' 78/4" UTgmuted CMU, fow M, 2-1/7 14/4° 1/4' steel CYetefex Concrete (min. 3.35 ksp 1' 1-3/4" 1/4' S1seI Ultra= Concrete (min. 2.85 kai 2-1/2' 1314' 7/4' awel Ultmcon P.T. Southern Pine (SG=o.55) 1- 1 3/8' 1/4'sleel Crelelex Concrete (min. 3.35 ksp 2-12' 7-3/4' D 1/4' steel Cmte3ex Ungmuted CMU, (ASTM G90) 2-10 1.1/4' P.T. SWAhem Plne (SG=0.55) 1' 1a8` 1/4- steel Aggr alor I Conctele, (min. 4.210 ksp 1-1/2' 19 W P.T. Southern Pine SG=D55 1' B U4' steel Aggre-Gator Grouted CMU, (ASTM C-90) Y 2' baup Anchor Subsbato Min. Eege Wallow Min' Embedment- E 2.10 X.131' Cammm Nail P.T. SectMm Pine (SG=0.55) 31W 2-7/I6' 2-1/7 Rhmahank Rooting Nel P.T. Seethom Pine (SG-0.55) SIB' 24/1V F 010TmseheaCSMS (steel, 1841 S.S. n410S.S.) P.T. Southem Blue(SG=155) 1/2' 13/8- Almninum, 6063TS• 318- 0.050" Steel Slue, 0r. 33• 318' 0.0451' (18 Ga.) SWW1, AW 31V 0,060' 012SMS (sleet, 188 S.S. ar 410 S.5.) P.T. Soumem Pme (SG0.65) 9116' 1a18' A)yminum SD83-T5' WS' O.OB3' Steal SWd, Gr. 33' 318' 0.050" Steel, A3fi• W8' 0.050' -MIN.OF3 THREADS eEYONOTHE METAL SUBSTRATE. -UNGROUIED CMU-VALUES MAYBEUSED FOR GROUTED CMU APPLICATIONS. 'A• = ANNEALED 'H' a NEAT STRENGTHENED T=TEMPERED RVB' =.09m TROSIF01-01 PVB BY KURARAYAMERICAINC 'SG'. .090'SENTRYGtAS® INTERLAYERBYKURARAY AMERICAINC. GLASS TYPES 6, ].M.11411.5 WYNOT 51176 � HVHZ ABOVE3B'. w1anal Mn Fr MIn. F. Bleel Screw B2 ks1 120 Mi 1" Screw acted 95 kN 41OSe w SO kit lintel Elco Aggm4iUORl 57 Jul 96 hil El.. MlnfovS 155 kd 177 tei 410 Be Elco DeMFlmO 127.4 kN 1B9.7kd fin 5Nuninan 6 22ks1 A363WO Wee 58 kai Dr. 33 Steel Stud 33 kai 45Ne1 INSTALLATION NOTES SEE SHEETS 364 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLES 2It 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MAYBE USED 00 MY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. THIS SHEET. ALL WOOD BUCKS LESS THAN 1-IW THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OFTICNAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BACKS DEPICTED AS 2X ARE 1.112-THICK OR GREATER iXAND 2K BUCKS (WHEN USED) SHALL BE DESIGNED .0 PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHTECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROfA BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. #.; Nq 5B709 THREADS THREADS -O •. Si EO BEYONDTHE METAL SUBSTRATE. Fmma Types (we Fig B) GIaWs Optlons (me Table 1) Ineon tallatl careful... Option Detail Sheet 3Chamel !b0 -4 Through the INeged In...... ....u4e 2XWood Fraroellckstep-sheet 4,a d.n6 ....Mao kNW-sheet 4, option 8 Through lha tlamo otthe emdee..........id. .-Into 2XWoad Fmme/B¢ksidp - Sheet 4, option Metal-ahael 4, *11. T FMrge g#2) 1.4 TImughthw4eme ctlhewW....... ....Inb 2%Wocd FramelBuekSNp- shee[9, option 1 --be. Con.ode/ Mll stem 3, op0an2 .... through l% Bwdl�ddp laid ConetetetOM-ehael 3, option ....Into Metal - Wheel 3, opbon4 InLe9r4M Though Ure integral I,... .._Mo 2%Woed RamelBuckeblp-Sheet 4, oplan Into Metal -slae14. optlanB T,.'h be tame.._InM2XWood Ofte nd.._.......Fb Rameraue.ulp.sleet 4, opUon6 Uetal'-eheet 4, pton 7 Box/ Ey'el-L°p 1-4 Thotghlheters....INo(snodUCMU-shed 910wwIMvx...... .-Indo 2X What Fr me'Bmkstdp-ehcet 3, When 1 3, qbw2 .... IMlgh 1%Bwketnp lNO CorcreIdCMU-oheet 3, opBon3 ....Into Metar-slaall.. ibnb MF NM O I■ © I. n&-7 CERCOFAUIH.Agcl PRUDUI T REVISED p the WItN the Florida ounalnp etle No"o, 17-0411.08 kik RMebn: Eaplration Dote 09/24/2020 03/27/17 NOf1A"cESTwsaHEEr. B Mra RaArbn: Mtpm w Pro uc Con ro )RS/FRAME OPTIONS 14 ROSOWSKI Dow ROLLER -LM 05/15/15 N 6at- RerI TS 2 OF 18 MDMD '-HRfb.5510-Oi INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP.ANCHORTYPE, INSTALLATION EMBEDMENTANDEDGE OPTION 1 DI51`ANCE PER SUBSTRATE. ANGHOREDTHROUGH EDGEDISTANCE SEE TABLE 2 SHEET FRAMEINTOTXWOOD FRAMEORDUCKSTRIP. SEENOTE T, &HEEf 2. _ FLANGE O IEMBEDMENT g10OR012STEEl FRAME Y 1 SMS(G5).5EE SHOWN JJ1___LLL TABLE 2, SHEET 2. �1/4'MAI(SHIM 2 19 ]2 ODADEAPPROVED MULLION, — FDO COL ALUMINUMI 29 STEELFRAMING ORSTEELSTUO.MAYBE—/ VISIBLE PIKED VERTICAL OR HORIZONTAL LIGHT LRE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE2,SHEEF2 29 28 BUCK HEIGHT EXiE� 4 RABLE a SH OR�S 25 UGHT VIllf HE ES1 6-8) TYPICAL FOR — WEEP NOTCHE 0l4-XV 1.114•Xu. FRAME SHOWN .' •." INSTALLATION OPTION 2 ANCHOREDTHROUGH .l FRAME DIRECTLYINTO CONCRETECMV. TYP. ANCHORTYPE. ENBEDMEWAND EDGE VERTICAL OIST SEETABLE2,SHEET2. SECTION B-B INSTALLATION 2i ORC22)C OPTION SEE INSTALLATION NOTES SHEET2 (SEE SHEEI ANCHOREDTHROUGH TYPICAL FC FRAME IWO METAL 'XO' OR'OX' --I i-- 1/4WMAXSIIIM ,- 1-9 -. 1�-. (SE SHEETS FIXED MTE VISIBLE -\( LIGHTWIDTH -- - - - BUCKWIDTH 'TT :� VISIBLE LIGHT FORMULAS (EOUAL{ITE XO&OX) �T `•, ATE F WIDTH: BUCK WIDRt12-4-114' ��q AOgq\L QN( HEIGHT. BUCK HEIGHT-]-1/H' llllllO 11 \\\\ A LYNN N4LFRPE. P.E.g59T05 EDGE `9 ' DISTANCE E EEIRIOR V INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSRIP INTO CONCRETECMU. SEE NOTE 2.SHEET2. 114'MAXSHIM IEMBEDMEM 29 2B EDGE DISTANCE apC NCE PE, ENTAN EDGEOISTANCID SUBSTRATE, SEE uEMDED TABLE 2, SHEET 3. EGUAL LEG (1)ATMIDSPANOFINTERLOCK FRAME 8 (1)112'FROMEACHSASH SHOWN CORNERANO(1)ATCENIEROF SASH STLESRUJLS EDDAL-L�G PRODUCT -TION E-E (XOX) ...pl nnwIIffi0i.F Id. Bulltling COOo SECTION A-AABOVE SHE N0a 0. 17-0411.08 R<v[xd By. OPIR R.v En J.0 n D 0 /24/2020 JR 03/27/17 140—N0ESTMSSIEEr. By U" W. Dal.: ReWfore Mlnml-0 a P gaunt Centro LbfulPllelu FLANGE $EQUAL-LEG/BOX FRAMES Dom 9Y: J ROSOWSKI OTECHIOLOGYDRNE IIWa Wk: /ENICE,RUUS 040O = HORIZONTAL ROLLER - LM 05/15/15 GMe yR�N� It SRier/Ywe ScPlc SIN pn.ing Nv. Rn.. CERT.OFAUTi Y28R8 HR-5510 NTS 3 OF 18 MD-HR5510-01 B INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION 21 ROOR 23 ANCHOREDTHROUGH FR INTO WOODFRAMEORBUCXSTRIP.SEE INSTALLATION OPTION 5 OPTION ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET2 (SEE SHEETS 641) NOTE2.SHEETZ ANCHORED THROUGH INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN NT02K I-- EAISEDMENT 1 M1 MOD FRE OR BUCK J_ RIffLANGEREMOVED) 'XO.OR'OX-SASH a STRIP. GEE NOTE 2, SHEET2. NCE -�- �+- 114'MA%SHIRT 19 i6 13 30ifi 28 28 EDGE *��ETO.GE I 20 OPERABLE 4 40 STAN0100a tl12 STEEL OR 0125TEEL Q 37a9 SASHoDISTANCE mstom HLIGHT EIGHTII �ILITE H( EXTERIOR HIT a 1 21 R�R 23 VISIBLE LIGHT SEE SHEETS fi-B) HEIGHT TYPICAL FOR 1 ALL SASH - OPT. BO 51 OPERABLE SASH TABLE2.SHEET2. sw I14'MAXSHW TYP.ANCHORTYPE FIN ANOIOR EMBEOMENTANDEDGE FLANGE MAY BE DISTANCEPERSUSSTRATE, REMOVED IN -FIELD SEETABLE&SHEET2 OADE APPROVED MU WON, FBC COMPLUNT ALumlwwSI ORSTEEL...D.... BGE VFBTCAL HORI2DNTM. SEE SUBSTRATETEPROPERTIES. TABLE$ 2 A 3, SHEET2 OPERABLE SASH VISIBLE LIGHTWIDTH V SIBLE LIGHT WIDTH (SEE SHEETS ")TYPICAL FOR All •XO'OR'OX' FIXED MEETING RAIL BUCK WIDTH — HORIZONTAL SECTION C-C (OX) iB a 2B OPERABLE SASH[ FMED LITE LASIBIE MGHTWIDT+ EXTERIOR n v TYRANCHHORTYPE. F BEOALMANO FIN FRAME SHOWN INSTALLATION OPTION 8 FIN MJIwo THaawH FIN NTO EREN (FLANGE MAY BE REMOVED) MOoa912MM SLS(MS SEE TABLE2.SHEET2 NOTCI VISIBLE Z� T%€ EWOR L4'%1FP 25 OR 26 �'I I- f-1H'X 1IA• 9 LIGITT WBBTH 14 1 1CHMJARL (SEESHEETSBA)1YPICALFOR FRMIE 16 ALL'%OX'FMED MEETING WVL SHOWN �, F. BUCK WBTH `� \Y 3 1r4•MAz HORIZONTAL SECTION G-C (XOX) PRODUCT REVISED p lSHIM as Plyin9 IN Ma Florl4a (1)AT MIFROM OPINTFALOCK 01STALLATIONA9 PER GECTION DDABOVE BUIMIn00oEn FOJ FRMHE @CORNFRAND(EACHEFSH 41IIILL/ ROAJ4P. 0%-04'I'1.88 CORNERAHD(1)ATCENTEROF - OMaed BY: Da4 Rrvbmn: E.nl d E'1O'M'I snsH sTILEsmans . ` NY LN/y P .a Rn Da BrzanosG TYP.ANCHORT PE o �• q��. ........FTst..;tJi�% JR 03127/17 NOOM""�AT'09'EE` By EMBf:OMENTANO F�Fff. RaNv3 By: fib: Rn{ilone, U.. a 4Bn1Con I EDGEDISTANCE PER EDGE OISTANCE •.P SUBSTRATE, SEE SEE * 2 �N.. 58705 TABLE3.SHEET2. *- �j EMBEDMENT -O L py,n; Ormn By VISIBLE LIGHT FORMl1LAS A +, 3I 1?- :` J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE, XO & OXI �q''•, A E Y[/ � IONTECIBJOLOGYORIVE ANCHOREDTIROUGHIMEGRALFIN SECTION D-D _ '.�,(ORIOP,:' �C`'� N. VENICE FL512i5 H Dvtm NEIGH: BUCKHISGII2.4.1/4' %SS C��`` (wt}aeo-feo0 HORIZONTAL ROLLER -LM 05/15/15 IM02X W000 FLUME ORBUCN- HEIGHT: BUCK HEIGHT-]-114' ALA STRIP.SEENOTE2.SHEET2 LrHr N1ALII4�1 Glf wmc.Tis .vmv 'm 4c srt yr xya w.E 11913 v.�. p A. LYtW MLLER P.E. PERT. oFAlHm.lan�e HR-5510 NTS 40F 16 MD-HR5510-01 B PFJY 05 SLLIGONE STRUC URAL UTY POLYISOBLENE WITH DESICCANT 1N-NOM. -�{ 718'NOM. �+- I �{ Wr NOM. +I ]/B'NOM I I T!B'NOM I �+- I STRUMAAL SILICONE FOAM WITH DESICCANT aLTM a DESICCANT FOAM LM.GLASS� POLYISO SSE AL KODISPACE 5/16"A/A PVB 5/16"A/A PVB 5116"A/A PVB 5116"A/A PVB ]� 4SG TPS ,PWAIRSPACE WE6"AIR SPACE 3/8'AIR SPACE B'3'AIR SPACE 1!.-A GLASS 1/8" T GLSS 3116' A_ GLASS 3/16' T_ GLASS a E):lEf✓tIXt a EXTERIOR aFX]ERIOR ae%iER10R INi. GLASS ' rdm rdie relic io-19 f4AELT BUM -911TNOM. , GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SUPER --i 7/B'7IB'NOM {� +I WNOM I-� +{ 7i8'NOM. �SPACER®NXT'" I I I I I I 6/16'FUFI SO 5/i6"HM SO 611V HIM SG 7/16-A!A SG 7/16'AIRSPACE 3/6"AIR SPACE 3/8'AIR SPACE, 5/16'AIR SPACE 4T. GLASS 1/8' T GLASS 3/16' A GLASS 3/16" T GLASS 1/8' T GLASS NM aE%TERIGR aMEMOR 16aIWFRIOR lbaE%TERIOR )RCEMFNT 10.A idiB ]6iB - idii 7 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 ]9 DURASEAL® SPACER 171'NOM.GVSS 'NO M I+- +I 7R'N0M I� 7&78 SITETYP. I GLASS 72 74 7116"A/A SG 7/16"AIASG GLA95 TYPES 5.7. 11819 E%TERIOR 1/4"AIRSPACE 1/4"AIRSPACE f MAY NOT BE USED IN VJT FILLARFA m 3/16"AGLASS 3/16"T GLASS HVHZABOYE 50'. -WIG'NOM. T6 aE%TE]BOR r]EX WO0. IGLASSTYPE51&tpd i419 LLICONESEAL 29 MAYNOTIESUSIEDYATH J HAKNELORLNTEGRNL ]d]e ]d1B •FlN FRALES XLEDGE" PRODUCT REVISED SPACER GLASS TYPE 15 GLASS TYPE 16 6ulidln9 CofSS Me Fln4dn 7p nmr-Inuu xO4No. 17-0411.08 r. GLASSLE+sFi RSEES 03/27/17 ,N+oE9nos�9r. evlmNoo Boeoosn4noxo TYP. GLAZING DETAIL Br pol.: R.Halx Mmm1-0a ma9c1 caNw �.: No. SB)OS "A"=ANNEAL%. _ a •' *- 4 O.+aNtbre Imm P.69 M.c0p9OB M.b Hal r5 Kanmmlbp 93G TPS Spnce]Syslum P °u91N1 SupMSpOCBrNRWMI KOI Ma BYtN GBB 111E SMIe1Br TS OceceS WM..K SNe ., MOINaIS TB .b.I)`.EM.SpOCOr HEATsm%NGmENEO --D'-J A•. I • ([- GLAZING DETAILS JROSOWSKI T=TEMPER%. 'PVB'e,090'TH051FOL®PVB BV KURARAYAMERIGA,INO ��.(.' A 0 T(7� 1D1p TECHNOLWT ERNE Rom; Mb: 'SO'=A90'SENTRYGLAS®INTERLAVER 6Y KURARAY tO vF<OR1Lt,A,. �C 1� N.VENICE,FL 84T16 HORIZONTAL ROLLER WINDOW - LM 05/15/15 AMERICA W0. ''s`S/ONAL1 rAlyljl♦U(LE1'L�°�°�°6 o�]ior.o,1b111Ec.< `ENG� � AUE dmAP Nw R..: FOR LAMINATED GLADNG COMPONENTS, SEE TABLE I, H•PE HR-5510 NTS 50F18 MD•HR551O-01 B REFERENCE TEST REPORTS: FTL41717. apSa S SEWS) SHELT2 I PAgpp]p5 CERT.OFAIlRL921p99 Index to All Design Pressure and Anchor Quantity Tables WO MA". WHO, Max. Hept Glass Tice Rehr leg Grslgi Rea. An Carafly TAI m ar OX TV 54' 5.8 7 9 2 7 6 18 9 aT BT 3 8 T 19 16 4 11 8 21 11 7f 6-8 4 10 B G1 10 TV TC 1U-12 4 12 B M 11 N-ID d 12 B 11 XOX w dT 5-B 3 9 7 23 12 5&9 4 13 B 24 13 &e 1 14 B 25 14 15 a 28 t5 U-1B d4 18 S 9 18 r-- 4'k4Vf.O.C. 5-ANCHOR CLUSTER DETAIL IV4-ANCHOR STER DETAIL VO.C. -.-j �--- 3-ANCHOR CLUSTER DETAIL C M N.O.C. 2-ANCHOR CLUSTER DETAIL Glace ripe. Design Pressure(@efie) 5-8 forXOorOXWlndow& RaiN. Lelel Rt AD Buck H0,Ws up h W A4 BaAk W4a111s ♦50 /-50 up I. IT SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES AFFLYTO ALL FRAME TYPES& CONFIGURATIONS) NOTES: 1) USE TIMETABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INIEGRAI.FIN 2) FRAME DIMENSIONS ARE BUCK WIOTH AND BUCK HEIGHT IS HUTS 3-4). SASH SIZE IS AS C PERTHEFIGURE S) FGR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVANABLEWIOTHORHEIGH( �9 DIMENSION SHOWN ON WE TABLE. �7G 4)'1141a-1/d'AND •I/d-I1 113• NDICATE THAT C THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE BASH WOW RANGE IN WE ADJACENT COLUMN.' CUSTOWINDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANG. 1WI No. U705 FE. TARLET' GleaTnea Design Pressare(Ibsfile) 5•e IorXO or OX MAHdawa Raid.. Lmel R2 AY Suck HelghIs w b Sp Au 9¢k widen 466 /-70 up b 7V itt IM4Y ltl Y VHMItJiVryglaC 3 SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEN IN FIGURCEMENTSSHOWN ff IN FIGURES APPLY &ALL FRAME TYPES & CONFIOUMTIONS) IORAIL a F]F9:1^UDiC- R H MEETINGRAR. .J� JAMB eJeA=n R4vi+W BY: 0atu Raaabn: JR 03/27/17 caRRscTeDTAelee. RMua W. dta: Rerlaon' Oaau DESIGN PRESSURE TABLES roTECHNOLocY DRrvE nu.: VENIG, FLs12T8 I1>daa1BDT HORIZONTAL ROLLER -LM Pmsxre2anAOToaumla.9,we sa.s/uaex s�Ia: ssse CERT.OF AITIH. Y292B8 HR5510 NTS A6 OF 18 PRODUCTREVISED Smiame Cedewlu tSa Finaan NOA-tow 17-0411.03 expiration Date 09/241'2020 By Mla I-07 rpaec con JJ ROS� Dofe 05/15/15 Rar. R5510-01 B HEADER SASH HEIGHT O 22 p sla SASHWDTH MEETINGHNL 25 �22 22 �B e a e �vn SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REWFORCEMENTS SHOWN IN FIGURESAPPLYTOALL FPAMEWPESS CONFIGURATIONS) -ES FOR ALL W NDOWS INSTALLED THROUGHTHE FRAME OR WTEGRAL FIN. ON$ARE WCXWOM AND SUCK HEIGHT(SEE SHEETS 3-4). SASH SN ISM PERTHEFIGURE SHOWN, ROUND UP TO WE NEM AVAILASLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETAOLE. •1 }113-VT INDICATE THATTHOSE STANDARD SASH CONFIGURATIONSFALL WRHW THE SASH WIDTH ACENT COLUMN. 'CUSTOM' INOICATES THATNO STANDARD SASH CONFIGURATIONS FALL WITHIN .1I s Ghbb Tycaa Design Pressure(WeRts) 5-e for XOor OXWmdOWs MI teml R3 Al Buck Hai9NH uP W OT AS Buck WNW. t50 J-50 mx75' J[[ I.1-It Is tUHPN[Ai[MnUt Sims T3,,,s 5.0 SasO Wdlg"Io0 S.h WoYO R410e Os) Design Pmssure(Ibafte) for XOX WlndoWs RdN. Lael Wb, Buck Ha I 8• 5' m' 35.11V Y-Y-Y 1v391-11.391 .50.0 1 500 I +MO .500 .W.O b 0 3e• Y-Y.-Y 12.306-12300 .W.O 500. +S00 -50.0 .50.0 50.0 45,11a Y4-Y4-Y 11m-mu +WO 500 +510 500 +WA 50.0 I-Y-Y 13.3W-14.89 .510 .3P0 .WO -MO +50.0 -50.0 11.3%-12297 .W.O 500 .50.0 a +50.0 50.0 Y-Y-Y 12291-15568 .500 500 .60.0 .50.0 +WO 50.0 C om Mml-12o10 +500 50.0 .50.0 500 +00 500 52-VT Y-Y-Y+ 1201T-13M .m0 500 .60.0 MO +m0 ZO.o 13,993. 17.016 +WO -WO 453E SO.O +50.0 50A CWtam 11.391-13LRV .W.O 500 +W.O 50.0 +W.O SD.D m' 133E-15.360 +W0 500 +50.0 3 O +50.0 5 n Y-Y-Y 15.3m-13041 .50.0 -Soo .50A Zan +W.O -W.0 CmWm 11.391-13397 +W.O 500 +50.0 -50.0 .50.0 40.0 JS Y-Y-Y 133M-19.110 .50 b O +50.0 50.0 .W.0 50.0 -Y-Y 19.111.24.&1 4W.0 500 .500 50.0 .W.O 40.0 Custom 10.38-19.397 4WO MO .Ws 50.0 +4A1' 49.1• 90- 'Q-Y-Y 103E-24.30 •W.0 'WO +50.0 50S +WO '500 Custom 24.361-W.30 •WA a..0 .50S 50.0 +W0 -WO IV Y-Y-Y -W.3W +WO 5D0 +m0 50A HRP 49.1' •+5N'50FOROUSSWPE588 SEE TABLE 23 FOR ANCHORAGE "MIN. BASH SIZE- W NDOW W DW-59]B 2 PRODUCT REVISED as con0 �a wiN mn Plarma ❑ 4J ll.flcfl1.pm xoA-xa. 17-0411.0E LYIVA( Q ''�� RwtaM Po, mW RaaO Eaaxom0 Data 09/24/2020 U �C P ' '�P JR 03/27/17 NoawNoes TxmsxFEr. By :• RMaba 5Y RaNabn: mtam a roaace eon I *. t No.58709 . P0.1• ��''�� ' DESIGN PRESSURE TABLES J ROSOWSK( sT�AAA�111ESa � •. � W� �itCs1 ::�(ORIOP.. ��`` t97o TEcrB+oLOGY DTgvE - NVET4ICE, FL31276 nub: S'ONAjlacawirox�lParumusmiwuc OJRIZ ONTAL ROLLERsn 05 05/1HIB3 .e� aaaim xa wLYNNMHER,P.E. P.E$Y705 cErtT oFAl3m 928230 WWI) NTS 7 OF 18 MD-HR5510-01 m za��'m'Im bS : 2 .p y'z$$ e m o YY vvo e S F 6d Sa9 o O o 60. wkI S max°o o az 5-xi� m: s oE2- oxm �108� A vOci-y ? o g 2o4i� i g o� .0H $ P p =W m m � � �'.. rho W � \' `ice: O y $ Yam 4 r 9y �1YS R,m" r mOy gx & A A A � � � a ag o °m�Pmzo z $m z°z F 5 8 S.S. � p 4l A p .. mP02 �_ q _$ w 0s- f 7J m i'-' ICI yy N6 N Z > E wE _ o rD— y _� a f-y ° k O C Mi 1 P A A 5 8 y mN Nv D P1��1�v 03 . 0 yP m E ppp p 3� a p44o (T ]] i o �pVF A A o A p O� Cl)o e *a p wtEev 9u9(wrM meeee'vv ��000��o�000� G. �voo�o�eso��E gg � +p b xxc�Cr, xx Ua x� �XX3X3XX3XX� 5a g S Y 3�aC ffi 8: � P eF�$�voF��o e 0 'tee ''o' e b �o � B�Pc xRoa e o wero.. BuaNran Ar �8 G55 x X� X� x x X x S s 5 3 �mE16�&sgeLB� 2`P 3@ � aSF��oeoP"�' e �oo�rP„A000��•�Sm Pmaa _ oe o 9 c wnlPv pckwem � N x �Xx ?xx�xs S iC vaX� XX� XA3 6�5 3a reg"� O ' 9 jj ss a o� O O�� o. 0 0 .a b b Po b b b e g � a r �. A sovooeeeee � is a 'd 0 P. o e�= x jQL iM��dPP• H wnanvBi¢k Nkfh a p u, d u Ns u� �sP oe�oaoo �o�aeoo o 4 wMav Buck Vnph A pp vp 9 $m'V�Rry$� p® m g eevovo o v n mx $�o'ogop wnaw emkwem g o R X b3X3X�3YiC3 �ccrx ;cg6xx� �'m eex X �.? � a P P u+ u P. a � C $ p0 tl e o 0jq0 0 10 �e�m"`oeoe''g e pe000mFa &a�xx �. .00�a o x C NN j TABLE 17: Gass Types Anchor Quantities for XO or OX Windows 5-8 Sash 30"Height I 3B'Height 48" Height 54'HeightF3,0-14clghl 36"Height 48"HeSWbJ� fin) Head Heatl Head Head Head HeadREM Level a all -E1°, 8 S11 A 8 S91 � 8 Sill 8SinIII 8 SillRt Anchor Group A Anchor Group C 2S1/7 12.147 HC2+1 2 1+C2+1 3 1.C2+1 3 1+C2+1 3 2 1+C2+1 3 1+G2+1 3 HC2+1 3 28" 13.397 HC2+1 2 HC2+1 3 1+C2+1 3 1+C2+1 3 2 1+C2N 3 HC2+1 3 1+02+1 3 36' 17.397 HC2N 2 1+C2a1 3 1+C2N 3 HC2r1 9 2 faC2+1 3 HC2+1 3 1+C2N. 3 4T 20.397 NC2+1 2 1+C2N 3 1+C2+1 3 1+C2N 3 2 I+C2+1 3 1+C2+1 3 1+C2+1 348" 23.397 1+C2+1 2 1+C2N 3 1+C2N 3 1+C2+i 3 2 1+C2+t 3 1+C2+1 3 1+C2+1 3 Ba" 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 75' 38.807 2+C2+2 2 2+C2+2 3 2+C2+2 3 2aC2+2 3 2+C2+2 2 2.C2+2 3 2+C2+2 3 2+C2a2 3 Anchor Group B Anchor Group D 25-12' 72.147 i+C2N 2 faC2a1 '3 HC2N 3 1+C2+1 2 1aC2+1 3 1aC2a1 3 1+C2N 3 2B" 13.397 1+C2a1 2 1+02+1 3 1aC2N 3 1+C2+1 2 1aC2a1 3 1.C2+1 3 1+C2N 9 Y 38" 17.397 HC2N 2 UC2N 3 1+C2+1 3 1+C2+1 2 HC2+1 3 1+C2+1 3 1+C2N 3 9 m 42" 20.397 7+C2N 2 1+C2+1 3 HC2+1 3 1+C2N V1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 '8 48" 23.397 1+C2N 2 1+C2N 3 1+C2N 3 1+C2+1 2 1+C2a7 3 1+C2+1 3 1+C2+1 3 60.29,397 2+C2+2 2 2+C2a2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75.36.097 2.C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE 18: Glass Types Anchor Quantities for XO or QX Windows 5.8 Sash 30-Helghl I 3W Height 46" Height 1 54' Height 30" Height 1 3B" Height 1 48' Height I 54" Height Width Head E Head m Head E Head E Head E Head A Head E Head E R<in( Level f) g SIR 8 Sal - 8 Sul 8 SIII 8 Sin 8 en -, A But 8 SII R2 Anchor Group A Anchor Group C 261IT 12.147 1+02+1 21 HC2+1 31 1+C2N 3 1+C2N 3 6 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 s 38' 17.397 1+CN1 2 1+C2+7 3 1+C2N 3 1+C2r1 3 mg Not Allowed d7 20.397 1+C2+1 2 1+C2+1 3 1+C2a1 3 bC2N 3 48' 23.397 HC2+1 2 1402+1 3 1+C2+7 3 1+C2+1 3 80' 29.397 2+C2+2 2 2rC2+2 3 2+C2r2 3 2+02+2 3 75' 36.897 2+C2+2 2 2+C2+2 3 2aC2+2 3 2+C2+2 3 Anchor Group Anchor Group 26.10 12.147 1.C2+1 2 1+C2N 3 t+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2N 3 1+C2+1 3 1+C2+1 3 6 28' 13.397 1+C2N 2 1+C2a1 3 1+C2a1 3 HC2N 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 38" 17.397 1+C2a1 2 1+C2N 3 HC2+1 3 1+C2+1 3 1+C2N 2 1+C2+1 3 1+C2r1 3 1+C2+1 3 m 42' 20.397 1+C2+1 2 1+02+1 3 1+C2+I 3 1+C2+1 3 1+C2N 2 HC2+1 3 HC2r1 3 1+C2N 3 e 48' 23.397 1+C2N 2 HC2+1 3 1+02+1 3 1+C2+1 3 HC2+1 2 1+C2+1 3 1.C2+1 3 1+C2+1 3 8 60' 29.397 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2a2 2 2+C2+2 3 2.C2+2 3 2+02+2 3 75' 38.897 2+C2+2 2 2+C2.2 3 2+C2+2 3 2+C2a2 3 2+C2+2 2 2+C2+2 3 2402+2 3 2+C2+2 3 MNIMUM ANCHOR CUANnRES SHOM..ALL ANCHORAGE MUSTALSO COMPLY Mal THE eWC O.C. SPAaNG SHOWN ON THE ELEVATIONS SEE TABLET FOR Max.Anchor O.C. Spacingfor"Integral- Fin" Installation Anchor GroupE Anchor GrcupF 1 3.9" 4' GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOROUANTLrY PER JAMB 2+C3+2 3 HEAD ANO SILL ANCHOR WANTIIY: (2)ANOHORSAF(3) FIXEDEECTION +ACLUSTERCFT ANCHd1SCENTERED ATTHE MEETING RAIL a(T) OFORSATTIRESASN TOTAL OF 7 ATICHORS AT TH E H FAD AY D T ANCHORS AT THE SOL SEE ELEVATION, SHFE '_1II SEE ELEVATION, SHEET SEEQU3 DETAILB,SHEETe SEE ELEVATION. SEE — SHEETI ELEVATION, SHE - MEETING RA4. REPEATANCHIXI PATTEPN ATSILL FOR XOX WINDOWS: ANCHOROLhWTnY PERJAlA9 i+rar2+C3+7 4 HEAD AND SILL ANCHOROUANTIIY: `1)ANCHORATTHESASH A C W SIER O F (3) ANCHORS CENTERED AT THE MEETING RAL +(])ANCHORS ATTHE FIXEDSECOON +ACLUSTEROF(3)ANCHORSCEWMEDATi EMEETNGRAIL +(1)ANCHORATTHESASH TOTALOFIOANCHORSATTHEHEADANDIOANCHORSATTHEE SEEELEVATION,SHEETI sEEELEVAnON, sHEET1 GEE D.EVAnOY, SHEETI SEE ELEVATION, GHEETI T / O REPEATANCHORPAII ATSILL Max. Anchor O.C. Anchor Spacing for"Integral- Gmup F Fln" Installation 4• NOTES: 1) FRAME DIMENSIONS ARE BUCK WDTH AND BUCK HEIGHT (SEE SHEETS 34). SASH SIZE IS AS PER THE RGURES ON SHEETS B8. 2)FORSDESNOTSHOWN,ROUNDUPTO THE NEXTAVARAat : WIDTH On HEIGHT No. 58705 3 Eaw ByW kO9. h p£i vfN_NAN•Fpn[Y[�Fwp+2mzZm1Nw�s+I W�Nw+O4A`+ 0 u}NwNN(w>NA�{��n� O m m N FA�4'�m1n+Q+fN gSpNOnw f+#nu� JatUf fNwa(N�r ySygba� waw�rNi�U�F♦jpT1�2� � jmpOpNfiyymC�mn�=_�. 1i�Uc♦dJ i '�H:�HNNNwaAWmm��NaNaICAa:LNYNwp21HN�NUim]�NnNSNSmiiaas:l'oi' 2w6 ~r9�ym }�d1.•�NhWCFA_(Ar�Yf I1 f _• ::I'bN�NwLN1(N��Nui8 JJY Glass Types Anchor Quantities for XO or OX Windows 5-8 Sash 39'Height 1 36-Height 1 48-Hc ht 54"Heigh) 63"Helght 30'Hdght I 36"Helghl I 48'Helghl I 54"Hel9ht 1 3'Height Width pnl Heed E Head Head E Head s Head Head E Head E Head E Head E Head E ftelnl. Level a SIO 8 SIII 8 SRI -'$ 8 61g 8 SIII 8 SIO 8 Slg 8 S91 8 8gl I B SIII R4 Anchor Group A Anchor Group C 25-1? 12.147 1+C2+1 2 1+C2+1 13 1+C2+1 41 1+C2+1 4 1+C2+1 4 IS 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1. 4 1+C2+1 4 1+C2+1 4 38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m Not Allowed 42' 20.397 1+C2+1 2 1+C2+1 3 HC2+1 4 1+C2+1 4 1+C2+1 4 48• 23.397 14C2+1 2- 1+C2+1 3 1+C2+1 4 1+C2a1 4 1+C2+1 4 3 SO' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 ... 75' 38,897 2+C2+2 2 2+C2+2 3 2+C2+2 41 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 t+C2+1 14 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C241 31 1+C2+1 14 1+C2+1 4 1+C2+1 4 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+9 4 1+02+1 4 t+C2+1 2 1+C2N 3 1+02+1 4 1+C2+1 4 1+C2N 4 36' 17.397 HC2+1 2 1+C2+1 3 1+C2+1 d + 2+1 4 1+02+1 4 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 d 1+C2+1 4 m 42' 20.397 1+C2+1 2 1+C2+1 3 HC2+1 4 1+C2+1 d 1+C2+1 4 1+C2a1 2 1+C2+/ 3 HC2N 4 1+C2+1 d 1aC2+1 4 48' 23.397 HC2+1 2 1+C2+1 3 faC2+1 4 1+C2+1 4 1+C2+1 4 1+C2N 2 1+C2N 3 1+C2N 4 1+C2+1 d t+C2+1 4 8 3 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+G2+2 4 2aM+2 4 2aC2a2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75^ 36.897 2+C2+2 2 2aC2a2 3 2+C2a2 4 2aC242 4 2+C3+2 d 2aC2a2 2 2+C2+2 3 2+C2a2 4 NC2a2 4 2+C2+2 4 SEE TABLE 11 Max. Anchor O.C. Anther Spacing for"Integral- Grwp F Fln" Installation 4• I1a1281' MA5 NOT BE USED ORINTE RA FIN FRINTEORAL FIN FRAMES NOTES, 1)FRMAEDI16tENSIONS ARESUG WDTHAND SUCXHEIGHT(SEE sHEErs ad). sash=u ASPERTHEFIGURESON SHEETS rill. 2) FOR SRES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE tWDTH OR HEIGHT DUMSION,SHOWNON THETAaLE TABLE21' MINIMUM ANCHOR QUANTITIES SHOWN. N MCHORAGEMUSTAISOCOMPLYWITHTHEM .O.C.SPACWOSHOWNONTHEELEVATMW a... Tyroa Anchorquan01les forXOX Windaws 5.8 Sash Sash 24• Haight 3R Wahl W- H, 40' IHIgN 64' He ow, 83' Height 24' Hahat 3D Halght 38' He19h1 4W HelOht 94• HNBM 83' Heigl4 Raw. Laval R3 COOSash n wdN Rural. On) HesddSill u Head360I Head3SI0 n HeedBSll a 'Heod&BJI n Heed 6531 Head3501 Head asSit Heed3S91 toad h S111 Hwd8511 Fbad831g Anchor Group A Mahar Grpup C 35114- Y-Y-Y 11.391-II.391 NCNO+Q+t 21aC2+wQN 2 1+Q+wQ+t 31+C2 HC2+1 41.C2+0,02+1 4 1+C2+wC2+1 4 1+02+HCNI 21.CN01Q.1 2 I+C2.HQ+1 3 1+CL+O+Q11 41r M-1 d 1+C2+wC2+1 4 30' Y-Y-Y 12.308'-12308 1+Q+wQ+1 2 1.CNHQ+1 2 IrQ+HQ.l 3 1+C2+wQ+1 4 1.Q+HQ+1 4 1aC2awC2+1 4 1+Q+wCNi 3 1.C2+wC2n 2 1+Q.wCN1 3 I+Q+wQ.I 4 1+C2.O+Q+1 4 1+C2+wQ*1 4 451� Y-Y-Y 11.381-13.997 1+QrwC2r1 2 1+QawC2N 2 1+CNHCNI 3 11Q+HQ+1 4 1+QaHQ.1 4 1+CNO+Q+1 4 1+Q.HQ+1 2 I+C2 NC2+4 2 1+Q.HQ+I 3 IaQ+HCNI 4 I.Q+HQ+1 4 taCNHCNI 4 Y-Y-Y 13.398-14.60 1+CNO+Q.1 2 11C 0-02+1 2 I+C2+HQ+1 3 NC210+C2.1 4 1+C2+wQ+1 4 1+CNwQ+1 4 1+C2+wQ+1 2 3+Q+wQ+/ 2 1.CN +1 3 1+Q+O+CN1 4 1+Q+wQN 4 1aQ+wCN1 4 '/.-$-Y 11.391-12.297 1+CN1rQH 2 1+C2.1.Q+1 2 I+QH+Q+1 3 I.CNI+C2H 4 HQ.1+C2a1 4 1+C2+1rC2a1 4 1+Q+I+M+l 2 1+Q+NQ+1 21rQ+1+Q+1 3 1+Q+1+Qa1 4 1+CNNQ+1 4 1+Qr1+CN1 4 q3�4' Y-Y-Y 12289-16.550 1+CNHQ+1 2 1+Q.HC2N 2 I+QIHCNI 3 1+Q+HQ.1 d 1+Q.HQ+1 4 taQ.0+Q+1 / 1*Q+wCNf 2 1+Q+HQ+1 2 HCNO+C2N 3 1rQ4HQ+1 4 11CNHQ+1 4 1.CNHQN 4 Cusbm 31.391-12018 1+CN1aC2.1 2 1.CN1aQry 2 1+CN1aQa1 31rCNt+Q+1 4 1rQ.1aQ+1 4 1+CN1+Q+1 4 1rQ+1aCN1 21+Q+1+Q+1 2 1+CN1+CN1 31.Q*NC2+1 4 1+LN1aQ.1 4 1+Qat+CN1 4 ,s W-113- Y.%-Y+ 12.017-13.397 HCNI+QN 2 1+CNHQ+1 2 1+QNrChl 3 hCNHCNI 4 11C2+H C2N 4 1+C2rHQ+i 4 1+Q+1aQ+1 2 11QN+QN 2 HCNI+CN1 3 1+QH+Q.1 4 1+CNHQ+1 4 1apa1+aTl 4 3 Y-Y-Y 13.398-17.016 1+CNO+Q+1 2 1+QrwQ.1 2 NCNwCN1 3 I.C2+wCN1 4 1+Q+O+Q+1 4 1aQ10+ 2 l 4 1+Q+O+CN1 2 1+CN0+=+I 2 1+Q+0 C2.1 3 1+Q+HU+1 4 1+C2+wQ+1 4 IrQ+wQ+t 4 m Cu9 m 11.391-13.397 I+C2+1+Q+1 21+CNt+Q+1 2 I+Q+1+CN1 3 1+CN1rQ+1 4 1+Q+I+Q+1 4 I+C2a»C2.1 4 HQ+1+CN1 21+CN1+C2+1 21+CN1+Q+1 31+QM+Q+1 4 IHM+1aCN1 4 1aCN1+Q+t 4 BO• Y.-Y-Y. 13.398-15.380 1+Q+1+Qr1 2 1+CN1.Q.1 2 I+Q+I+C2+1 3 1+C2+1.Q+1 4 I+Q.I+C2+1 4 1+Q+1+Qa1 4 I.M+1.Q+1 2 1+0N1+02+1 2 1+Q+1+Q+1 3 1+C2+1+C20 4 1+Q+1+Q+1 4 1.Q+1+CN1 4 Y-Y-Y las5l-18.641 1+"40K *l 2 1+C2+0rQ+1 2 1*C +w l 3 4 1aChwCH1 4 1+Q+0+C2+1 4 trC2+p+L2+1 2 NC OHC2+1 2 I 3I+C2+wC2+1 4 I+C2r0+CR+1 4 irCNwC2+1 4 Custom 11.391.13.3911+Q13+Q+1 21+Q+3+CNI 2I+CNNQ+1 31 41+CN3+Q+141+Q+3+(2+14 1+C2+3+C2r121+Q+3+Q+I2131+Q+3+Q+141+Q+3+Q+141+C2a3+Q+14 75' Y.%-Y 13.300-19.110 irCN2rQ+12 1+C2+2+Q+1 2 1a 2+Qr1 3 41+Q+2+Q+t 4 1+CN11Q+1 4 1+QaNQ+1 2 1+Q+2+Q+1 2 1 3 1+Q+NC2+1 4 1+Q+2+C2a1 4 11Q+NC2+1 4 Y-Y-Y VIAll-24.641 NCN1+Q+1 2 I+Q+1+CN1 2 1+Q+1+CNt 3 1 41+Q+I+Q+1 4 taQ+1+Q+1 4 PC2.1+CN1 21+Q+1+CN1 21 31a12ry+Q+1 4 NGN1+Q+1 4 1+Q+1+CN1 4 Cusbm lama -I 397 1+Q+3+Q+1 2 1+Q+3aQ+1 2 IaL1r3+Q+1 M�41 3 1 4 1+Qr3.Q+1 4 1+Q.3+C1+1 4 NQ+3+Q+1 2 HC213+Q+1 Mi+U+31M�111 2 1 3 1+Q+3+Q+1 4 1+Q+3+Q+1 4 HQ+3+ 2 l 496' Y-Y-`/. 19.398-24.360 I+CN3+Q+1 2 HCN3+QN 2 f+4+9+Q+1 3 t 4 1+CN3+Q.1 4 i+C3+3+Q+I 4 1+Q+3+Q.1 2 1.CN3+Q+1 2 3 10Q 31Q+1 4 i+C2.3+Q+1 4 IHMS+C2+1 4Cusbm 24.391-30.360 TM21Q+1 21+CN2+Q+1 21+CNNCNI 31 41+Q+NQ+14 1+Q+2+C3+14 1+Q+2+Q+1 21+CN2+Q+1 2 31+QrNQ+1 4 1+Q.2.Q+1 4 1.CN l I12W Y.-Y-Y -30.390 taCN3+Q+1 2 1+CN9aQ+1 2 1+C2+9+CN1 3 7 4 I.CN3aQ.1 4 t+Q+3.W+1 4 1+C2+3+Q+1 2 1+Q+3+Q.1 2 1 3 I4Q+3+QH 4 i+Q.3+Q+/ 4 4 Anchor Group Anchor Group 3 lw Y-Y-Y 11.391.11.391 1+Q+0+Q+1 2 1.CN0+Q.1 2 1+OV&MI 3 1+Q+HQ+1 4 1rQ+HCN1 4 1+C2+01Q+1 4 1.Q+wCN1 2 1+C &+M+1 2 1+Q+wQ+1NI+M+I+M+i wQ+1 4 7+Q+wQ+1 4 1+Q+0+CN1 4 23' Y-Y-Y I23o8-12.308 1+Q+0C+1 2 1+Q+HQ+1 z 1rQ+O+=+l 3 1+C2+HQ+1 4 I+Q+wQ+1 4 1.Q+O+O 1 4 1+Q+G,CNl 2 I+Q+O+Q+1 2 1+Q4HCN1 HC2+1 4 I+Q+9+Q+i 4 HC2 C2+1 4 Y-Y-Y+ It391-13.397 1+C2+wC2a1 21aQ+OaQ+1 21+Q+HC2+131+CNwQ+141+Q+0+Q+141+Q Q+14 toQ+wQa121+Q+wQ+121+Q+wQ+1+C2+141+CNHQ+141+Q+0+CN1 4 45.118' Y-Ya-Y 13.398 - 14.683 1+Q.wQ+1 2 1+CND+Q+1 2 1+ONHCNI 3 I+C2+HQ.1 4 1+Q+HMI 4 1+QaO+Qr/ 4 1+Q+O+MI 2 1+Q+HQ+1 2 1+CNHQ+1 wQ.1 4 1+C2+HQr1 4 1+Q+wC1r1 4 Y-Y-% 11.391-12297 1+Q+11QN 21+C2+1+Q+1 211CN1+CN1 3 1+C2+1aMIl 4 1+Q+11Q.1 4 14QN+Q+1 4 1+C2a1+C2+1 2 1+Q+I+Q+I 2 HQ.1+C2+1 1+C2+1 4 faC2a1+QN 4 1+Q+I+C2+1 4 1T3/4' Y-Y-Y I229e-15.568 I.CN0+Q+1 2 I+CNHCNI 21+Q+D+Ml 3 1aCV04 N1 4 I+Q+HQ+1 4 I+QroaQa1 4 1+Q+HQ+1 2 I+Q+HQ.1 2 1+Q+HCNt HQ+1 4 I+CNO.0 l 4 1+Q+wC2+1 4 Cusbm 11.391 -12016 1+Q+1+Q.1 2 11QH+Q+1 2 tIC2+1+CN1 3 1+CY+11Q++1 4 1+CN1.Q+l 4 NQ+1HC1.1 4 1+Q+I.Q+I 2 HQ+1+Q.1 2 1+QaI+CN1 I+Q+I 4 1+Q+1aCNl 4 I.Q+I+Q.1 4 62-11W Y-Y-Y. 12.017-13.397 f+CNtaQ+1 2 1+Q.I+Q+1 2 1+Qr1+C2+1 0 1+Q+1+Q+1 4 1.Q+I+Q+1 41+Q+I+C2+f 4 I+Q+I+Q+1 2 I+Q+I1C2.1 21+CN1+Qa1 1+Q+1 4 1+Q+1+Q+1 4 I+Q.I+Q+1 4 Y-Y-Y 13.398-17.010 NC2+0.Q+1 2 1+Q+O l 2 1a 0+Q11 3 1aQ+HQ+1 4 1+Q+HQ+1 4 1+Q+O+Q+1 4 1+QawQat 2 1+C2+HQ+1 2 1+CNO+C2r1 HQ+1 4 HC2+HQ+1 4 I.Q1HQ+1 4 U.K. H.391-13.397 1+CNI+Q+1 2 1+Q+1+CN1 2 1+CN1+CNl 3 1+Q+1aCN1 4 1+QNaQ+1 4 I+Q+1+Q11 4 HQ+HQH 2 1+Q+1+Q+1 2 0r 1+CN1 .QN 4 I.CNI+Q+1 4 1+C2a11Q.1 4 Bar Y-YY 13.398-15.360 1+QHaQri 2 1+Q.1+Q+1 2 HCNIaC2a1 3 1+CNNQ+1 4 1+Q+I+CN1 4 1+Q+1+Q+1 4 1+Q.NQN 2 HQ+1+QN 2 1+C2?I+MI .Q+1 4 I+CNHQ+1 4 1rWr1+Q.1 4 An%-Y ti981-19.641 I+02+0+Q+1 2 I+Q+0+Q+1 2 I+Q+D,C2+1 31+CNHQ+I 4 1+Q+O+CN14 1+Q+HQ+1 4 taQ+0HQ.1 2IHMa M+1 21+CNO+CN1 3 I+C2+HQ+1 4 1+Q+HQ+1 4 HQ+wCNi 4 Custom 11.391-13397 11Q+3+Q+1 2I+Q+3+Qa1 21+C2r1,CN1 31+CN3aC2r1 41+Q43+Q.141+CN34C2a14 I+Q+3+Q+1 21+Q.3+Q.1 21+Qr3+CN1 314C 3+Q+141+CN3am+f 41+Q.3+C2+1 4 7S Y-Y-Y 13.398. ISMS taQ+2+Q+1 2 1r .2+C2+1 2 1+C2.NCN1 3 1+Q+2+C3r1 4 1+Q+2+Q41 4 1+W+2+C2+1 4 I+Q+NC+l 21+02+2+02+1 2 1+Q+2+CN1 3 14Q+2+Q+1 d 1.CNNQ+1 0 1+CNNQ.1 4 Y-%-% 13.111-24.841 I.CNIIQH 2 1+CN1+Q+1 2 1+CN1+Q.1 3 1+CN1+CN1 4 1+C20+CN1 4 I+CN1+Q+1 4 C+02+14Q1 2l+Q+I+CNI 2 I+Q.I+C2+1 3 1+Q+1+Q+1 4 I+GNI+CNI 4 1;o I+Q+1 4 Cust.. lama -10.397 I.CN31Q+1 2 1+Q.3.Q+1 21.Q+3+Q.1 3 I+QawCNt 4 1+Q+3+02+1 41+Q+3+Q+l 4 1+Q+3+MI 21+Q+3+Q+1 21+CN3+C2+l 3 1+Q+3+Q+1 4 1+CN3+Q+1 4 1rCN9.Qr1 4 1' Y-Y-Y 19.398-24.360 1+CN3.Q+1 2 1+CN3+Q+1 2 1+CN3+02+1 3 HCN3.CN1 4 1+C2+3+Q+1 4 1+Q+3+Q+1 4 HC2+3+CN1 2 1+Q+3+Q+1 2 1+Q+3+QH 3 t+Q+3+Q+/ 4 1+C2+3+Q+1 4 1.CN3+CN1 4 Cuaten 24.301-30.360 1+C2+2+C + 2 1aQ+2+Q+1 2 1.C2+2+C2+1 3 1+Q.2+Q+1 4 I+Q+NQ+i 4 1+CN2+Q+1 4 1+C2.2.Q+1 2 n+NCN1 2 1+CNNCNI 3 1+Q+2+Q+1 4 I+Q12+Q+1 4 1+Q+2+CN1 4 12W Y-Y-Y -30.360 I.Q+3+Qa1 2 1!C22L N1 2 H,M3+CN1 3 1+Q43+Q+1 4 1+Q+3+Q+1 4 1.Q+HQr1 4 1.Q.3+Q.1 2 1+Q+3+Q+1 2 1rQ+HQa1 3 1+Q+3+Q+1 4 1+CN3aCN1 4 IaCNHCNI 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor GroupE Anchor G=pF I 29° 1 4' SEETABLE ^MIN. Sg9H SIZE=WINOOW NAOTI-6823 NOTES: 2 FRAME AND DUCK HEIGH7(SEE SHEETS S3dy SASH 912E IS AS PER THE FIGURES ON SHEETS 6d . WOICATES THAT NO STANDARD SASH PRODUCT REVISED plyyingg with the Fladda 8.11M., Cotl0 HOA-No. 17-0411.08 Ecpi.H.. Date 09124/2020 ADDED NOTE TO ANCHOR e OTY.TABLES. u 10 Y m 3 m0 H 3 L N O o 0 17i O4w 9 a `ate ZLLm iW Op � j W O $v ¢ N ~ZZS2 W Jm eN 3ND /. n > Q ar ro? 0 H W LL O � J `N- ®U Z K wsas D J H O z Z ala O O'o o` =rm Dam a Ma. 58705 TABLE. I •r7j4iip111 MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAx O.C. SPACING SHOWN ON THE ELEVATIONS. GIN.. rypn3 Anchor Quanthles for XOX Windows 5a0 Saeh $B°h 24-t lgm 3V Haight3V Height dB'Ha1pN S4'tkiphl OT WON 24'Fklght SW H40h1 3V HoIeM 4VWight WHeight 63-HQIGM Rent taol CanSwraucn WMIh Rar0o 0n1 Ik.d a Sill R1 lied & Sa Ill I Meech Sol Hoad a sw Reac h SIO, H .d a sill ik.d a 613 m Nced a sal Iked a sul Ibod a sill H.Od a Sal 141 Road a Sol FA Anchor Group A Ansh.r Gmup C § i m S•i1/4' Y-Y-'/. 11.381 -11.%1 Not Allowed 1 1 1+M.D.M+f 21+M+O+a+1 21+a C,1 31,a+0+M.14 f+a+O+C241 4I+a+0+a+14 3V Y•Y-Y 12.300-123119 t+M+aa+1 f+C2+0+C2+1 2 1+M+O+C2+1 2 f,M+0+CH1 2 14a.U+CHI 21.a4MC241 3 1+M.D+a+i 3 HM+U+M+1 4 1+a+0+a+1 4 1+a40+C2.1 4 1+a.0+a+1 4 4 1.1 2 0102,1 4 QfIJtC Y-Y-Y Y-Y-Y 11391-/3.397 13.396-14.933 1.a.01CN1 2 1+C-bC l 21.Q+0•C2.1 3 1+a.0+a+1 4 1.C2 CIHI 4 1+a N0 l 4 47-Y4' X-36-Y4 11291-12207 1+a+/+a,l t+CIH +M•l 1+C2+1+M+121+M+1+ 21+ 11.CHf 21+aa0 l 121+a+1+a+131+CNi+C2.141+a+1,fb141+C2+1+C2.14 21.M.1.C2+1 21.MHHC2+1 3 1+a+1•C2.1 3 1+a+0+a+f 41+C2+0C2+1 4 I-CIH 4M41 4 1+a+faa+1 4 41+C2+0+GNI 4 Y-Y-Y 12.298-10.558 52-VB• Cuabm 11391-12.M6 Y-Y-Y 12.017-13.397 1+a+1+CNI 21+13 +1M 1 2 1+a.1+C l 31+a+1+C2+1 4 f+a+1aC2+1 4 1.a+1ha+1 4 Y-Y-Y 13.398-17.010 1+a.0+a+1 2 1+02.0aa+1 2 t+CIH +U.1 3 1+ +O+CNl 4 1+02,O+CVO 4 1+C2+O+a+1 4 00' CU w. 11391.13.397 1+M+1+Mr1 2 HM+1+CH/ 2 1+C2aHa+1 3 1+aH+aH 4 Ha+t+a+1 d 1aa,1aC2+1 4 9-Y.-Y. 13.%0-15.360 14a+1+a+t 2 t+an+a+1 21+a+1+a+1 3 »a•»a+1 4 1a02+1+a+l 41+a+l+ahl 4 Y- -Y 16301-19.E11 Ha+O•C2+1 2 I.C2+O CIH 2 Ha+O.C2.1 3 1+C2+0+Mh1 d »C2awC2+1 4 I+a+0H3+i 4 TV Cuob. 11.391-13.397 Ha+3.a+f 1ha+2+C2+1 21+C2+3+CHI 2 /+a+2aC2+1 2 1,ah1+a.1 21+M+3+a+1 2 1+a+24a+1 2 1+a+1+a.1 31+C2+3.a+141+C2+3+C2+I 3 1+a+2+a+1 3 1.02+1+M+1 4 1+C2+2+CHI 4 1>a+l+aat 41+M43+C2+14 4 1+aa2+a+1 4 4 1+a.1+CZ+1 4 Y X-Y 13.398-19.110 Y-Y-Y 19.111-24.941 BE Clatwm 18.360-19397 1+a+3.a+121.a.3+a,121+G2+3+a+131+a.3+a+141+C2434M+141+M+3+CH14 Y-Y-Y 18.380 38 -240 1+a+34CH121+Mr3+C241 14 1+2+a+1 2 I+M+2+a+1 21+M+34CH1314a+3+M+141+a+3+a+141+M434C2+14 2 11a+2+a+1 9 I+a+2.M,1 d Ha.2aM11 d Na.24C2+1 4 C+ebm 2430f -30260 120' Y-Y-Y I 30.300 1+02+3+a+1 2 1+a.3+C2+1 214aa3+M41 3 I+GH34a+1 4 t+C2+3+a+t 4 f.a+3. 1 4 Anchor GmepB Ae or GroupD 35-.V4• Y-Y-Y 11.191-11.391 1aa+p+a+1 2 I4 HRCZ 1 2 14a+0+Q+1 3 1•a,0+a+1 4 f+C2+0+a+f 4 f+a+0.a+1 4 1+C2+0+C2+1 2 f+C2+0+ 1 2 1+a40•C2+1 3 faC24o4a+1 4 1+a+0+C2H 4 1aC2+0+G2+1 4 9V Y-Y-Y 12.300-12.%0 1+CHc+a+1 2 1,M•U1M+1 2 HM+D+a41 3 1+C2+&CH1 4 1+M+O.M+I 4 1+M+O+CH1 4 14M+U+C2+1 2 1a +C+a+1 2 1aa+O•C2+1 3 IICV, +C2+1 4 1+a+01C 1 4 1+Map 14 Y-Y-Y 11.391-13.397 14CN- 4C2.1 2 1+M+ CBa l 2 I+M4D+M+1 3 1+C2+p+a,1 4 14a+0+a+1 4 t+M,O+a+1 4 1+a+0+CIH 2 I+a.O+CNl 2 14M40,aa1 3 1+M+O+M+1 4 1.M+04C241 4 HM,O+C2+1 4 4bv✓r Y-X-Y. 13.399-14.685 1.CN0+a+1 2 I+122-D CH-1 2 1+M40aM+1 3 1+C2+0+a+1 4 1+M+0+02+1 4 1+a+0+C2+1 4 i.C]+O+G2h1 2 1.M+0+a+f 2 1aa+0,C2.1 3 1+M+O+M+1 4 HM,01 +1 4 1+M+0+aH1 4 Y.-N-Y 11.391-12.291 IaM+HM+1 2 Ha+HM+1 2 1+M+I+C3+1 3 1+M+1+M+1 4 HM+I+M+I 4 1.aN.C2a1 4 HC2+1+MM 2 I+M.1+C2+9 2 t+C2+1+M+1 3 I.M+I+MN 4 1+M+1+a+I 4 1+a+1+a.1 4 d73A4' Y-Y-Y 12,298-15.558 iaa+p+a+t 2 1+f2+0 CIH 2 1+a+0+C24/ 3 1+a+0+CH1 4 t+C2+0+CHt 4 I+M+O+M+I 4 1+a+e+CHt 2 1+M+0+M+1 2 1+a+0+M+1 3 1+a+O+CHt 4 1+a+0•a+1 4 1+C2+0+C2+1 d Cunb. 11.391-12.010 1+CH14CHI 2 t+M+1aa+1 2 1+Q+1+M+1 3 1+a+1+CH1 4 1+M•1+a+1 4 1+aN+a+1 / f+a+1+C2.1 2 1+a+I+a+l 2 1+02+1+a+1 3 f+a+1+a+1 4 I+a+1+C20 4 1haa1,a+1 4 y 52-11V Y-Y-Y 12M7-13.387 1+C I+M+1 2 I+M+002+1 2 Na+t+a+1 3 1aa+1.a+1 4 1+a.14C2,1 4 1+a+1+a.l 4 f+C2.1aC 12 1+C2+1.M+l 21+a+Ha+1 3 1+a+1•Cbl 4 I+a+t+a+1 4 1+a+1+a+1 4 31-%-% 13.380-17.016 1.a•aa+l 2 1+a.aa+l 2 14a+0•a+I 3 I.a.aa.t 4 ua.aa+l 4 I+I= CNI 4 f+atO +l 2 1+a+NCN1 2 1+a40+02 1 3 1+a40+C2+1 4 f+a+O M+l 4 1+Qa0+C2+1 4 .36 m Cmkm 11,391.13.397 HCM t+a+1 2 1+a.T.M+1 2 I+M+t+a.l 3 1.M+1+CHt 4 I+a+l+a+1 4 Ha+HM+t 4 1+02+1aCHI 2 1+CHH-CH1 2 1+M+1.a+I 3 1+a+HCNI 4 1+C2+1+0•1 4 t+CHH+C i 4 A em Y-Y-Y4 13ZOS-15.360 1+M+1+CHI 2 HMH+M+1 2 f.M+i+ l 3 1+ 0+a+1 4 1+a+Ha.1 4 HM+I.CNI 4 1+a+1+C2+1 2 HC2+HMH 2 1+M,Ha,1 3 I+M+1+art 4 HM+1+CH1 4 1+C2+1+C2+1 4 Y-Y-Y+ 15.%1-19.641 1+CN =+1 21.M+0+a+1 2I.CL+O+C2+1 3 1+C2HHCW1 4I+MW+a•1 4 1+M.OrC],1 4 1+a+0+M41 21+C2+01a,1 21,a40+M+1 ] 1+aH+C2.I 4 l+ag1C2+1 41+C240+a+1 4 Cub. 1U91-13.39T I+ IHQH,I 2 1+a+3+M+l 2 1+a+3+M+I 3 t+a+34a+f 4 HM+34C2+1 4 1+M+3+CH1 4 1+a+3+CH1 2 1+a,3+a+1 2 1+a+34C2+1 3 1+M.3+a l 4 1+M+3.CH1 4 1+M+3.M+1 4 7V Y.-Y-Y 11398-10.110 1+C2+2.a+1 2 HM+2+M+1 2 1+M+2.M+1 3 1+M42aaH 4 1+M+24M.1 4 t+a+z.a+t 4 Ha+2.C2+I 2 1+C2+24aa1 2 1+a,2+M+1 3 1+M+2+a+t 4 HM+2.a.1 4 HM+2+a+1 4 Y-Y-Y 18.111-24.811 I+C2+1+a+1 2 1+MN+M+l 2 14M+1+CH) 9 1+C2+1+a+1 4 1+M+1+M41 4 t+ +I+CIHI 4 1+M+1 C 1 2 I+G2+11GH1 MN 3 t+M.t+a+f d 1.M+1,a,1 d 1+M+1•a+l 4 Cubm 18360-78.%T 14C2+3+MH 2 1+a+9+aH 2 Haq+MH 3 1+a+9+CHI 4 HM.3haH 4 1+M.3+C2,7 4 HM+3+a+1 2 1+CN94C2+1 Mh1 3 Hah3+C2+1 4 Ha.3+M+1 / 1+ah3+C2+1 4 eV Y.M.Y. 19394-24.%0 1+M+],a+t 2 Ha+3+a+1 2 I+aa3+C2.1 3 1.a•3+CN1 d 1+C1,3eCH1 4 1+M.34CNf 4 f+M+3+Ma1 2 i+a+]+a+1 E�;3 a+1 3 1.a+31C2+1 4 f+M+S,a+t 4 1+a+3+a+1 4 Cub. 24.361-30.%O 1+C2+2.a41 21+a+2+C l 21+a+2+a.1 3 1+a+2.0 14 1+M+2+C2+1 4 1+M+2 C2+f 4 HC2+2+ah1 2 1+G2+2+CH1 C2+1 5 1+a+2+M.f 4 1+C2,2,CH1 41aa+2+C2+1 4Y-Y-Y -30.300 1+a+3+a+1 2 1+M+3+M+1 2 t+M+3+a11 3 I+a+3+CG+1 4 1+a+3+C2+1 4 HM+3+C2H4 1+M+3a:2 1+C2.3+M+1 M+1 3 I+M+9+ ...... aa94C2+1 4 NM+Na41 4 Max.Mchor O.C. Arwtwr Spacing for"Integral- croupF Fin" installation 4- "MIN. SASH SRE•�NOOW WIDTH-SB2B 1)F AIAE DIMENSIONSAAEBUCKWIDTHMUBUCKHOWT(WESHEEI ). SEE ,.,o+E .r..m........ r.....,-,....� 2 SASH SIZE IS AS PER THEFIGURES ON SHEETS". 2) FOR $US NOTSHOWN,ROUNO IIP TOTHE NEKTAVAILABLE YOUTH OR HEIGHT DIMENSION SHOWN ONTHETAMZ 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ' 4)'114-12.1/4' AND-1 N1&i !' INDICATE THAT THOSE STANDARD SASH CONFIGURATONS FALL WITHIN THE SASH VAOTH RANGE INTHEADJACENTCOLUUM'CUSTOM'INUIGT STHATNOSTANDARDSASHCONFIWMTICNSFALLW lNT WGE 2 S ' 3 .•a rc Y 0 � 6m In �� Ud i3 W FW- Z O J o au0 'o2E 8 W J LL O H O � m nws Q Z $ O O a Z N Q = class Twes Anchor Quantities forXOX Wallows T88 Sia Sash 21'Height 3m W91A 3W Hei9N <e'HeigM 51'IlMpht 8T He19ht 24'HeT,N 30-Helphl 30'H.191tl 4W11.101l 54-H.W 63-Height R [Level �Rd ce'do mtun R ny (m) Heed fl 591 Heea a SW Ileatl a s31 € Heea n S9I R Heea 8 SIT Neetl a 591 Heed a &3I HOea n SIS HoeO a sill € Head n sll € Heaa a sot i xeaa 8 sul AnchorGmupA Anchor GmupC m 3S1/1' %•Y•% 11391-tt.391 N01Al owed Iaq+0,L211 1+U-0 -1 2 Nq+0 C2+1 2 1 I-C2+01q+1 2 I+C2+0+C2+1 2 1a02+0+C2,1 3 1+C2+O+q+l 3 HCZ+Oaq•1 4 I+C2r0•q+l 4 1 1+C2.0+C2+1 4 1+q+0•C2+1 4 4 1+q+0• +1 4 39' %•Y4-% 12.Wa9 12308 11.391-13.397 1+q+0+C2+1 2 1+02+0-C2a1 2 Iaq•0+qri 31+02+0-02 1 4 Nq•0•q*1 4 1rq.0+ga1 4 -%-% 13.398-14.11W 1.q+0•CM 2 11C2r0+C2r1 2 I•L2.0+qai 3 1+C2+O+C2.1 A Nq+0•gH 4 OC2+0r C2 1 4 4TaW %-%-Y 11.391-12.297 1+C2 1+C2.1 2 I+CHI+q+1 2 1+C2r1+C2,1 3 1+C2a1r02-1 4 Nq,1+q+t 4 1-0111C2.1 4 %-%-% 12MS-15.556 1+C2+O+C2+1 I+C2a1+ +1 Ir02+1+L2+1 T+q+0+C2+1 Hga1+Cz•1 1+gH+C2+l I+C2+0+C2+1 trq+&qN 1+q+2+q•d 1+q+pq+121+C2+1+C2.121+C2I-U-131+q+1•C2.141+q+1+C2.141rC2Haq•14 t+ -N+1 1+C2 1' 1+ga2•gH 1•C2+3aq+1 2 1+C2+0+C2+1 21+C2H+C2+1 2 I-C2 1•C2.1 2 1+c210-M-1 21+C2r1+gr1 2 trC2+1+q•1 2 1.C2•D+CTrt 2 1+L213agH 2 "C2.2+C2+1 2 1+C2r3.L2.1 2 1+C213_2M 2 1+C2+2rga1 2 faC2.3+q•1 2 1+C2.O-GM 2 1+q+I-C2+1 2 Yq•1rgH 2 1+C210+q11 2 t+C2.1•q•1 2 1.CbI.q+f 2 1+G2+o•L2+1 2 Hq•3agN 2 1+C2+2-C2+1 2 f.C2.3aq•1 2 I+C2+3aCN1 2 1,ga2+C241 2 1•C2a3aC2+1 3 I-C2+0•C211 3 NG2.1aC2+1 3 1+C2+I+q+1 3 1rq+0.q'a1 3 1+C2+I-GVI 3 1+C2r1+C2+1 3 1.C2+o.C2+1 3 I-C2a3-C2+1 3 1+C2+2r 11 3 1+q+3.C2a1 3 1-C2a3+C211 3 I+C2.2+1N1 3 frgA+L2+l 4 I,C2.O,C2•1 41+C2.1•q+f 4 NL2N,C2*1 4 Hq•O+gN 41+q11+qH 4 t+q I-=-1 4 1•C2+0•C2•l 4 14C2+3-02.1 4 1«C2+2+C2.1 4 /•q+3+CYa1 4 1•C2a3+1 N1 d 1+C2+2+C2+1 4 Hq•J•q+1 4 t+q+e•C2.1 4 4 i+q+1+C2+1 4 4 1+q+t+C2+1 4 4 Hga0•q+1 4 4 Hq+1+C2a1 4 4 1+C2a1agal 4 4 1+q+0•C2.1 4 4 1+q+3+C2+1 4 4 1+C2+2+C2+1 4 4 f.ga3,C2.1 4 d 1+C1+3•C3H 4 d 1agr2+Cia1 4 4 Hq+3+c3.1 1 SbIff Custom 11.391-12.016 %-%-Y. 12.017-13.897 17.916 ee+ C.W. 11.391-U39T %-%-Y 13388-uses 15.W1.19 ml TV Cud.. 11.391-13.39T Y-Y-Y 13.390-19.110 %-%-% 19.111-24.611 Be' Lw10m 18.300-11.397 Y-%-'/d 19.39e-24.390 cumom. 21361-30.380 12O' Y-%-Y -30.380 Pnchvr GmYP 6 A1uM1vr GmuP 0 33-1/4' %•X•% 11.391-11.391 I1ga0+G2a1 2 Irq+0+C2+1 2 1-CN0+q.1 3 1•G24aC2+l 4 1+C2+0+C2+1 4 1.GR+o.Cz•1 4 1•gapq+i 2 f+C2+0 U+l 2 I+C2+O+qH 9 1+C2+OrC2 1 4 1+q+0•C2+1 1 1+q+0aG2+1 4 36- %-%-% 12.308-12.308 1+C2+0+C2r1 2 faq+O+C2+1 2 t+q+9+q,1 3 1•G2+p•q+t 4 1+C2r0+q+l 4 1+C'1+O+C2-1 4 1+C2+O+C2,1 2 I+q+O•q•1 2 I+C2+0•C2-I 9 I 1+C2+0a02a1 d I+C2.0•q•1 4 trq•O+C2a1 4 Y-Ya•Y 11.391-13.397 HCNMq•1 2 1+C2+0+C2+1 2 1-a-0 U+I 3 I•C2.0•G2a1 4 I•C2.0•MO 4 1+C2+0+C2r1 4 I+C2+0•C2+1 2 I+C2+0aq.l 2 1+gr0+g11 3 1*q.o•C2.1 4 11L2+0•C2.1 4 1+q•0+C2•l 4 Is-1R Y-%.% 13.398-14AM Yq+0«C2a1 2 I+C2+O+C2r1 T 1+C2.0+q+1 3 772+0.C2.1 4 I7c2a0+C211 4 1+q+o•C2+1 4 AC2+0+q+I 2 1+C2+O+q.1 2 002,0,C2.1 3 1.C2.0•C211 4 1.C2.0+C2.1 4 1+a. -C2+I 4 %-%-% 11.391-12297 t.C2.1+C2,1 2 t+C2rNC2.1 2 1+q+1+C2+1 3 1+C2.1+q+1 4 1+C2+1+C2+1 4 1+q+1-C2a1 4 1+C2+t+C2a1 2 1-02-1+12+1 2 1+C2,1.C2.1 3 1+C2+1.G2+1 4 1+02.1•q+1 4 1•q+i+C2+l 4 OdN' %%% 12299-15.558 YC2+O+q+1 2 1,q+0+C2.1 2 L•q+0+q+1 31M3+Drq+1 4 1+CM-C2.I 4 1+M*O G2+1 4 1+C80+G2+1 21rga0,g11 2 1+q10+C2r1 31•C2 D-Gq f 4 f+G2paq+1 4 l+q•0+qai / Custom 11.391-12,010 1+C2+1•q+1 2 1+C2+1.q.1 2 1+C2a1+CAI 3 I+G2+1+C2.1 4 1•gatrq.l 4 1+qH+C2a1 4 1-C I+C311 2 I-C2a1•gr1 2 f•C2ry1gN 3 1aga1r02+1 4 1+q•I•q•1 4 Vq•I+gry 4 g 62-m Y-%-% 12.017-13.3W 1•q+I-C2a1 2 Nq+l+qai 2 1+gry.q+1 3 I+L2+1+C2+1 4 1+a+1•C211 4 1+C2+1+C2r1 4 1+C T!+C2r1 2/+qH+C2+1 2 1•C2+irq.1 3 1.C2.l C l 4 HC2+I.C2N 4 Hq•I+C2r1 4 %-%-% 13,398-17.010 1+C2+9•C2.1 2 f+q+mqH 2 1+q.0+C2+1 3 1+q+0.q+1 4 1+CND+C2,1 4 Iaq+ac2+1 4 1+CZa0lczal z YC2ap+gN 2 1+ga01q+1 3 »L2+0r 1 4 1+C2+0.q+1 4 1•rzw.L2+1 4 m Cu4tam 11391-13.39T Yq+1+q+t 2 1aC2r1+C2.1 2 1+q+1+q+1 3 1+C2.1+q+I 4 1•C2 TI-G N 4 1+q+I-C2.1 4 1+C2+1+C211 2 I-C2+1+q+1 2 1+qe NC2H 3 hC2H+C2.1 4 1,C2+Nq.l d hgalrq+l 1 so- %.%_% 13.390-15.380 I+CNf+gat 2 I-M+I+C2+1 2 laq«t+gry 3 1.C2+4+qa1 4 NC2+14C2+1 9 1-C2-1+C2+1 / Ygalagal 2 Ygr1rC1N 2 1+02r1+ -I 3 1+02.1•C2.1 4 1rC2•HC2H 4 1+q+1•q+l 4 15.Wi-19041 taC2.0•C2a1 21+q.0•gry 21•q•D1q+1 3I-GVG+CNl / I.C2+O+q+1 4 1.0310+C3+1 4 1+gaO•gr1 C2+1 2I+C2a0+C2•l 31ac2+o+C2+l 41•C2+aq.1 4 1+C2.Oaq+1 4 5 Lustom 11.391-13.397 1+C213,q.1 21•g13+q+1 2 taq.3•C2+1 3 NC2+3+gr1 4 1+C2+3+q•1 1 Nga3+C2.1 4 taq+3«ga1 q+1 2 1+q,34C2r1 3 1+C2+3•C211 4 1+C2.3+qa1 4 1+C2+3+C2+1 d I"Ea-19.110 1aq+2.Cl+1 2 1+C2+2+C2r1 2 1+q.2+C2•I 3 1•C212+C2+1 1 I,q+2+C2.1 1 4 i+g12-C2a1 gH 2 l+q•2+C2-I 3 IaC212,C2H 4 1+q@+qH 4 1+q+2+qr1 4 Y-%-% 19.111-24.e41 R20-C2+1 2 1+q+1,C211 2 1-C I+qai 3 4C2.1aq+1 414C2 4C2N 1 4 1+q+1+C2+1 2+1 2 1+L2.1+C2ai 3 1+L2+I+C2+1 4 Nq+f•C2•t 4 Hq+1+qe1 4 Custom 18.300-19.39T I+q+3+q+1 2 1rga3+qa1 2 l+q•3,q+1 3 4•C3+3+q+1 4 1.r +C2+1 r1 4 i+q+3+q+1 C2+1 NI-C2+3+C2+1 21aGR•3+q,1 3 t+q+3+C2.1 4 1+C2.3• 2+1 4 1+gr3aq+1 4 96' X.%.% 19.398-24.3 0 1+q.3aq+1 2 1+C2+3aq+1 2 1+C2+3+q+1 3 1+C2r3+C2rt 1 I+q+3+C2.1 L1+C3+3-C3-1 +1 4 I+q+6•q+1 C2+1 2 Vq+3•C2a13 1-C2-3+q+1 4 f+C2.3+qri 4 Nq,9aq.1 4 Cullom 24,361-W0 60 I-C2a2aq.1 21•q+2-c' l2 YC224 I.q+2+C2+1 +t 4 WC2.2+C2+1 C2r1 2 t•ga2agq 3 1rG2+2+G2N 4 1.C2+2•U-1 4 1+q+2+C2+1 4 12V Y-Y-Y -30.300 I-M-3-C2+1 2 1-0.3,C2+1 2 1+q.3+q,1 3 I+C213+q.i 41+ga3+q+1 l 4 t+q+3•q+1 -C2+1 2- - MTN+ SASH SIZE= WNDOW WIDTH-5928 Max.Anchor O,C.' Anchor 2 Spacing for"Integral- CfrvvpF Fin" Installation 3,7° DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3<). SASH SIZE IS AS PER THE ON SHEETS" FA PRODUCTREVISED 0u1 dlnp Coaee4lh No Florian MOA-No. 17-0411.08 E.PIWW. Dole 09/24/2020 By MImPwA reaPP4 c9naP m ADOEDNOTETOANCHOR rc CTT. TABLES. ^ m a o] e o u3 a o x 0 o ❑ OE °l°a lA Li3 cw2b Gipi E1 m a N I31°N � m a LU LL O J s Q a � z Z c O O O Z O Q = aeu ' aae v uag ELEVATIONS Wa9a TJp Is Anchor QuanUIIBS for XOY Windows 10-12 sash Seen 24'W'gM 30'Wighd WHeight 48'Wlght WN,ight Winaliht 24-WI9M ]O'WIgH wWI9H 48'Wl,m 64'Wight wwom Relnf.Imel Occlw.1I4n WAN Rar9n() Wad B Sill iNetl 86111 n WadA SAII'l Wad8901 pl fYad85111 Head8S10 He4de 511 Heed86N INad8Bill Wad8S01 Rp F1md8591 a HtadB SII R4 Anchor OrouP A Anchor Group C 35114' 3S 4sve• 4T314' 52-t1w rb' 3 m 60' TS OS 120' tIS %-Y-Y 11.391 - 11.41 NOt AIbVhd UQw,Qrl 21+02.0,p.121.a. a.13f.Q40+Q.14I•C2+aQ+l 4I+CNO+Q+14 X-X-Y 12.305-12.303 i+Qw.Q+1 2 1+Q+ap.1 2 UQw+C2.f 31+Q.U+=li 41r +D+U-1 4 1+Qaaprl 4 '/•-Y-% 11.391 -13.307 1+Q+aQ+1 21+C2+0,Q+121+Qaap+l 3l+Q.apa141. ,Q.Q+I41.p+14 a CNa X-Y-X 13.398-14.663 I+Q.a Q+1 1+Q+aQ+1 2 1+CNapa1 21+Q+aQ+121aQ.O+Q.131+¢ 2 14Q+WC2+1 3 1+Q+O+C2+1 M+14Ia d taC2+0+Q+l M.141•C%OrCN14 4 1+CS,U+C9+1 4 X-X-Y 11.381-1229T X-X-X 12298. 15.558 1+Qw+02+1 2 UCNO.Qa1 2 1+02w+CHI 311QwaQ+1 41+D3,WC8+14 I+p+D+C3.1 4 Cuffim 11.391 . 12.616 I+Qw+Q+1 2 f4Q+aQ+I 2 1+Qw.Qal 3 Up+0,p+1 4 NC9.aGi+1 4 I•0r0,p+1 4 Y-X-Y 12.012-13397 HCNbC2.1 Ia6NNQH 2 1.C2.11,Q.1 2 I+C2.aQ.l 2 1.¢•2r¢a 2 1.CNO+Q+t 2 UQ.O,QH 2 1+C2.2 l 3 1+p+O+C3N 3 IaQ+D,Q+I 3 1.+Z+ONt 4 1+p.aC3+1 4 1.00+1 4 1.p42.q+1 4 1+CH l 4 4 1+p+NC l 4 4 1+C3.2+00 4 %-X-X 13.308.17.015 Cwrom 11.391 -13.39T X-Y!Y 13.398. ISM 1+pN+QN 1+Q+aQ+1 2 I-U-2- N1 2 I.Q.aQ+I 2 1.C2.2+p.1 21+Qw+Qa1 3 110a2•Q+1 3 1+q,0,03.1 4 1.p+2.p l 4 VC3101CU1 4 1+C3.V0.I 4 41+G.aG4,1 4 X-X$ ISHII-i9.G1 .0h, 11.301 .13.39] 1+tl.Nt2+1 1+CN2.=+1 1.CNO.Qr1 2 NQ•]rQ+l 2 1+Q+NQrf 2 I+Q+aQ,I 2 I+CN94Q.1 2 1.Q+AQ++1 2 11C3+ap+I 3 1+¢13+Q+1 3 i+M*3-0.1 3 1+C &+M+1 4 Lp+3rp+1 4 Up.3.tl.I 4 taGw+G•1 4 I+C3+3 M+l 4 4 1+U+3+01-1 4 4 1•G,aU+t 4 '/.-X-Y V.39B-19.110 X-X-X 111.111 -2CM, LLabm 17.641-10.392 1.Q+3+Q+1 UQ4UQ+1 21+C2+3+CN1 2 1+Q+9+CN1 21+Q,3rC2+1 2 I.Q+3+Q+1 31+p+4+p+1 3 Up,1+p+1 4 iapl4+pN 4 UC3+4+C3+1 41+G,4+U+1 4 9 1+CA+4+C4+1 4 Y-X-Y 19.390-24.360 X-X-X N.3B1-31.641 f+C +1 2 NC2+2.Q+ 2 2M .NCN 9 2+p•3+p. 4 2+C9.3+C9+2 4 2-G+3+U+2 4 X-Y-Y 2SMI -32515 2aCP. CN3 2 2aQ43,Qa 2 2.Q+UCN2 ] NC3.4+p4 4 2+Q.4+Q+2 4 2.CA+4rG+2 4 X-X-X 32.516.30.fi41 2+GNNQ+2 2 2.Q+3.Q.2 2 2.C2+3+Qa2 3 2-C S+C3+2 4 NClN-C + 4 2+G.3+G+2 4 C aom -]B.elt 2+Q+]+Q,2 2 2+Q.9.Q+2 2 2.C2+3+CN2 ] 2+C 00+ 4 NG+NG+ 4 2+Ur4+Ua 0 Anchor Orcup B Anc,wr G.., D 35-fla' X-55-34 1 11.391-11.391 1.Q,D+Q•1 z 1.Q+O+Q.1 2 1+CNO+M+I 3 1.Q+O+CN1 411. O+C2+1 4 1.Q+9+C2.1 4 I.Q.bQ+1 2 I.Q.aQ+1 2 1.Q4aQ.1 3 1.Qw+CNi 4 I.Qw+Q,I 4 I+Q+aQN 4 3S X-X-% 12.308-12.308 UQ+O.QN 2 HQaaQ.1 2 14CNO+Q+1 3 t+Q+O+Q.1 4 i+Q.0+C2+1 4 1+L2+O+C1.1 4 1+C2w.CN1 2 UQ+O•Q•1 2 UQ•aQN 3 1+Q.aQ11 4 UQ,O.QN 4 1.422w+02+1 4 Y-X-Y 11.391-13.397 1aQa0+Q.I 2 UQaaQH 2 1+Qw+Q+I 3 I+ONO+C2+1 4 1+p.O+q.1 4 Up•ap+1 4 11DNbQ•I 2 I+Q.O+Q.1 2 UQra¢N 3 UQraQst d t+Qa0+Q+1 4 I+pw+p+t 4 45110' X-X-Y 13.398-14.689 1+Q+O+Q+1 2 I+D24O+Q+1 2 1•CN0+Q+I 31+p,0+CN1 4 1+C O+CN1 4 I+C3+0+p+1 4 1.CNbQN 2 1•C2+aQ+l 21+Q+ap+1 3 1+CS+aQ+1 4 1aQ.0.QN 4 1+U+OlM+1 4 11.391-12292 N¢.O,Qst 21.Q.aQ+1 2 1,CNOaQ+1 3 UQrO+QH 4 1+0+0,p.1 4 f+p+O.qH 4 Hp+&M+l 2 pQ,aQH 21+C2+0+Q+1 31rQ.aQN 41+0.0+C1+1 4I+Qw+Q•t 4 4714- X!-X 122%-15.5581.Q40+CN121+QwrCN121+Q.n+Q031+Q.aQ.141+0+13+C3041+0+0,C9+141.Q.bQ,121,Q+aQN 21aQ+WQ,131+Q.aQ+141+C O*0+141+pw.p+14 Cuebm 11.391-12.016 1+Q40.CN1 2 I,C2w,Q.1 2 I+QrO,¢,1 31+p+O+p+1 4 Hq+O,pM 4 I+p.O+C]+l 4 UCnaQN 211Q+O,QN 2 1.02w+Q+t 31+Q.aCN1 4 14Ci 41+p+apN 4 52-118' X-Y-Y4 12,017.13.302 1+C2+Or +t 21+Q+aQ+t 2 I.CNO.Q.I 3140+0+C3+1 41+CH0+63+1 4 1+ +IHWNI 4 1+CNaQ+1 21+Qw.Q+1 21•Q+aQ.1 3 f+Q.O.p+1 4 1.p.aC3+I 4 1+CUO+ l 4 g X-X-X 13.398. 12.010 1+Q+O+C2+1 2 1.Q+bCNi 2 1.0N0+Q.1 3 14p.O+p+1 4 1.p+Orp+1 4 1+p MN 4 I+Q4aQ+1 2 I+Q+O.Q.f 2 1.Q+OrQ11 3 I+Q,O+Q+1 4 1.p+0+0H 4 1•p.0•QN 4 Custom 11.391 .13.307 1•Q+2.GN1 2 1.Q+NQtl 2 1.C2.2fQ•I 3 1.Q.2w3+1 4 I.0+2+Q+1 4 I.Q+2+pH 4 I+M2,M+1 2 1+Q+2+QM 2 1.Q+NQ+1 3 I+M.2.Q+l 4 I+CN2.DtNI 4 I+p,2+pH 4 5 6S Y-X-Y 13.398-15.360 1+Q+2+C2+1 2 1+Q+2+422+1 2 1.GNtHM 1 3 1+Q+2.Q.1 4 1r012+C3+1 4 I+M.2+m+l 4 1+Q+1+Q+1 2 1+Q++1+Q+1 2 1+Q+1+C20 3 UQ.1+Q+1 4 1+C3r1.tl+1 4 UC3+LCN1 4 X-Ya-X 15.251-19.141 I•Q+aC2+1 2 1•Qw+Q+1 z 1.CNaQ+1 3 1.pw,p+1 4 I+pw+pot 4 I+G+04U+1 4 11+Q,apr1 2 UQwrQ+1 2 I+Q+aQ+I 3 I+q.aM+1 4 1+q+atlH 4 UG,aUet 4 Cvslam 11.301.13,397 1+Q+3+Q.1 2 1+Q+3,Q+1 2 1+Q.3,Q+1 3 UQ•3,Q*1 4 Up+YM.1 4 1+CU3.W+1 4 1+C2+NQ+1 2 1+Q+2+Qa1 2 IaQ.3 =+l 3 1.Q+.U+1 4 1a03+9+pH 4 1+pa3+0+1 4 29 X-X-Y 13.M 19.110 1.Q.2+Q,1 2 IaQU+QN 2 1K2.9.QN 3 I+tlr],pH 4 Hp+J+p+1 4 NG+JrGH 4 1rQrNQ+I 2 1rC2rNQH 2 NQrNQH 3 UC3+Ntla1 4 Hp.2+pH 4 1+GULAGN d X-X-X 19.111 •N.G1 HQaO+QH 2 1+CNO+QN 2 NCHO.tlH 3 1•p+O+pN 4 14G+O+U9 4 bG+aU+I 1+C Q+1 2 1+CNaQH 2 140+0+1 +1 3 Hp+atl+I 4 UU+.G 4 l+G+0 +1 1 Cuatam I7.641.19.397 1.Q+3•Q.1 2 NQf3+C2r1 2 1+C3+4+Q+1 3 1+p+4+grl 4 1+CAM+pH 4 UG.UG+1 1+Q.9rQN 2 1.C1,3+Q.1 2 1.Qa0+Q+1 3 I+C3-00+1 4 1+U+4+C3r1 4 UG.NGH 4 9S X-X-X 19208-24.3W 1•Q.3+Q.1 2 1+Qw+QN 2 I.Q+d•Q.1 ] I+0+1•q+1 4 bp+4.gN d LG+4+GH UQ.NQH 2 1aQ1]1Q.1 2 UQ+3+Qe1 9 1•c]+].pM 1 t+Q.3.dtl 11+C4+NG.1 4 Y.%-X 24.U1-31.841 .Q•2.Q+2 2 2+Q+3+Q4 2 2+C2+3+Q+2 3 2+p+3+pr2 4 2.p+3.pa 4 NU.3.G+2 1.p+NQ+1 2 142�3- 1+Q,2+Q+1 2 1+Q+NQ+1 3 1+p+2+OHl 4 NCNNQH 4 I+N.NNll 4 Y-X-Y 29641 -M515 aQ.3+CN3 2 3,Q+8+Q. 2 2+Q+4+CN3 3 2.0 4.03+2 4 2rp.4+C3. 4 NU.4.C4+2 2+CN3,Q. 2 2w2,3+Q+2 2 2+Q+NQ+2 3 2+C3+4+Q+2 4 240+ p. 4 1,CI+4+D0+2 4 12P X-%-X 52.518. W 641 ,C'4+3.Q.2 2 2.Q+3•Q. 2 2-M+SrQ12 3 2.C3+4.M+ 4 2+C1r4.G, 4 2,cs+4.C5+2 2•Q12+Q+2 2 NCNNQ+2 2 NQ+3+Q+ 3 2.Qw+p.2 4 2.N+3.G+ 4 2aC1e9+C1+2 4 14T GTntOm -M.891 NQ+3+CN2 2 2+Q+3+Q+2 2 2+Q.0+Q•2 3 NGH4•p+ 4 2rG•4aU+ 4 NCS.Np.2 Q.2 2 2,C2•S+Qa2 2 NQ+S+U. 3 2.0 ,I+p+2 4 2+U+4+G+ 4 2+114rMU+2 4 NOTES: 1) FRAME DI2 GLASST ES10-1281616 -'MIN.SASHSIM-WINOOWWIDTH-6O.T2 2 SASH312E15 2) FOR SIZES e%IAV NOT BE USED WRH 3 HNNNELORIHTEGRAL 4)SEESHEE I)TH4@1/1 FIN FLAMES IN THE ADJAf THE NEn AVAIL B EWIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. IESETABLES. HAT THOSE STANDARD SASH CONFIGURATIONS FAILVATHIN THE SASH WIDTH RANGE lll. reA THAT NO STANDARD SASH CONFIGURATIONS FA. WITHIN THE RANGE. PRODUCT REVISED 08 BWIdInBICod wlN the FloHda n0A-Nn.COE 17-0471.08 Eht,1 as Data 09/24/2020 rcl ON. TABLES K� O tl3 O ua 3 w R' r1 aN BI � W `v F O-' W lL O _ J N € O O Q ~ F Z 3 Z •w s 0 O O o U _N a N zQ O e6!1 'aeaP 4 3 No SB70, _T] '. A ..1T' �a Wx wmw e�wem s —? i P p X X bb X x X X X X :cx x X i� x �G X X LJ p x X p x tk x S is zxkxX3 x gx X x 3 K 3 X X itX x XitX xxk:k xxk 1.� it X X x X I Wn q 8 $ 3. ZAu .-. Y ja o .-. . P 1- - - - - - I',r ^� m . Y . . . '- . . oi d e S tl tl m Y o 3 o-'' R u Y 8 Z N G m � . w gam= 6AS 66S 6S 2tt6yyR 6 A MIMI 6Qp yyR6666AyyRy g H aNa S 1 2 _ Jemb 66666'SRRg�ig66(36 fJfl ----- - -- -- - -- - -- -- NNNNVNNNNNNNNNNNNNNNN A Ana»�ggategC222 222 JamD € 9922558 RQ6 qB V299R0GR§ �w��w .,emu ��v W Nw.. w..w •v, g e Jamo 29222 ganae©giiVg9®ga= m a m e S20asg622aQ2 aAaPe,Aa9 2 _ emb �saP$sgaaeA Pc2$4 ua egasssggssagg�saegggg - e n o 48=88 RiaM�M a A A SPs68R �'Rfit Jamb IF g$nggesee m; Jamb Rsgcg116M—� gagAAAAA» RYA^AAAAAgAA2AAAAgyAA € x aogagQ gig^s ag gg?g_ggrg4:ggggRs gAgI) °'__� N N N Jemb n e g6 S 10 Si REuf4gus3 6N6'gmga�' 6§Rv£4gwfE3 6gRvfYgv4S, fE6yYwYg3., 6E6ukY,gt� 6YguAY�R 0RYuYu 2£NLAYSWs, 2tuR'�g`'t 6EuYg,gY6. 6 a 6E6v6Yo.4. 6ygv6�waY 6Stv"�6Y3', 6EFu:g�gg3, YgN6Y�8A YRNv".8.' YAur8g Lgu4'E�6°, eRuYg�gY,' .6v6'auA�'i. vRvSgA.3�i S6vYWYi E6u6�gYg YgvgNPg E6uYg�4Yg YRgggNYNP YRvYgmga a6A RyNY.4S. F.iSvtYgga�3. 6v46SfYRw43 6NJYg�4g3EY, RuR6YY,ai. :ugN1 Ru4gY4,g� =wa€mm zg— N6E6fY�o3 iC£ v2YRYw£Y3 6 GC626 DD gggaaa gggggggRRgg seRvEYe$a g6E>N.Yg�yi, RIM' 2 aE a 4 P 6 66 °b .aa'T3£ g6 eas a IgNdYuPE gg€g a amb ssssssassQaa2AsggeAag S2 S! RS!!2? sssagg©aa g a 18 88 S i'i'ggs Y 2'� 6ia4 Eg gRRR 84S E6 E Stsg s gg sS P g g R R y ;a _ _ gR Jemb 4� y �� 4P�'��P86PCSC%'rSgS9g R£�'6P�gPR U'L'�'PPBgggs6� e JmnD \111111111 1 FevB 1070 TECHNOLOGY DRIVE o c o N. VENICE, FL 34275 m B ? —n$ ,y z (941�R0AWD gz .1 e oJ-\A'®COPYRIGHTO261]PGT INDUSTRIESINC. ymim a a Hv-r-, CERT.OF AVIH. p38286 P RIUInRESERV DANCHOR QUANTITY TABLES05/15/15 lo�� .. C``,�� o HORIZONTAL ROLLER -LM am JROSOWSKI "'I I n 11\`\\ �` HR-5510 , NTS y 16 OF 18z MD-HR5510-01 B o m Bill of Material 0 Parld Description Makdal 1 820121 Frms Head, SW Did"unas -J annsl PVC 2 6M122 Frame Heed, Sill and! Jambs - Fledge PVC 3 620123 Frame Head, Sill and .Nrnbe-Fin PVC 4 SWIN Frame toad, Slll and Jambs - Equal Leg PVC 13 620172 Ar&LI Inaed/Trim CO.Or PVC 14 6M131 Fbad Menba, Raff PVC 15 Small Treck Indent WO3 T6 Al 16 6201:4) Sash Pal (Sides, Top & Bottom) PVC 17 OM166 Monorail 8063 T6 At 19 1 920156 IPWI Ralf III 6U63 TO AT 20 1 020144 PWI Rail latedock Cover PVC 21 620160 Light Sash Relnbmemenl 6063 TO At n 6MI51 6tendanl Sesh Reln4rmemant 6063 T6 AI 23 620162 HD Sesh Reinbn:emenl 6D59Te Al 24 020153 Standanl Meeting RNl ReinbRement 0005 15 At 2fi 620154 HD Meeting Roll Reiribcenienl 6DO5T5A1 26 M165 H.O.Hft.Roffer Meelagi RNl Reln(omooanl 6005 T5 At 27 71OX414PPA 410 x 1-11V PH. PH SDS (Monorall Scmw) 410 SS 28 6169 Weathemldp,.18T x.27W FM Pile 29 61719 Weatheadidp 8T x.220' Poly PRE 30 10 x V PIL PH SDS(WeMck Mounting Screw) 41 SSS 31 7M12PPA a MO Ph. PH SMS (Food Meeting Rail Screw) 41O SS 32 715096P Mee51g Ra8 Screw Burnout Plate 6D63T5AI 33 720210 Map Hole Cover PVC Sul 120187 Inslallatbn Scmw Hole Plug PVC 37 720197 Auto lack CSteal 36 72D199 Sweep Look Celt Zinc 39 720190 Auto Lack Cover Assembly C tzo 40 Nfi It 141W Ph. M SDS (Auto and Sweep Lock Screw) SS 41 720200 Alan and Sweep Lack Keeper Coal Zino 42 76)G4PPA NB x 314' PH, PH SUB (Keeper Scmw) 65 43 7012FPU Ne x 11T FPH Tek(Reinbmement Screw) SS 44 Leadsgie Top Canner Key Nylon 45 Laadsilla Bottam Comer Key Nylon 49 Lockatile Top Comer Key Nylon 47 Lockstile Bottom Comer Key Nylon 48 720204 VOmal Nylon 72 620135 Lama. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 701 Billow. 75 71604/5 SOON Block (71V x 2 x VWJ 85 H-5 do. EPOM DO 61011 Ral-timed Scmw At.. 81 61D12 Extruded Screen From, Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pug Ring PVC 64 47WIWICKGLB Screen Comer Key No Pat Rang PVc 65 7CASPM Tereiw Spring SS 88 afa16C48 Screen Cloth Fiberglass 871 6183561614 .14V Screen Spline (MachinWHaM Rolled) Vinyl NOTES.' 11r N5-12.18.35,36,4991&73 ME NOT USED AND ME NOT PART OF THIS APPROVAL 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTG., TO BE LABEIED FORAAMAEXTRUDERODE. 3.507 1 3.500' .06r I I ow 244V If II II Inv 2AW L� n ho V'=,L L65- � FJLV o IM13O .1 H-LO HEAD,SLL&— r JAMB3 062" A02' � ,14 � . • FIN FRAME EQUALLEGFRAME OHEAD,SILL& OHEAD, SILL& JAMBS JAMBS LrLot - 1.50T �{ I 1 1.43T 18I9P m. Cos. Io 1.231• T} .06V -+I {� 1A00. 1-�— 13 6TRIIM OVER 14 METING RAIL 15 N9EHT 16 SASH RAIL .03D• GFT RAIL 18 INTERLOCK DFTRAIL �0 IWERLOCKOVER .060° .li5m ly Ll. .316' . A70'.OBP 1.100' '1 is- .025• —ter_—� .035 T TI 1� .0A0°t OR81SC ESASH aSCEENEENFRAME RNFDRMENT REINFORCEMENT 070- —CIF-- �-{ 1.1er �-.-- - 1.w J-- —I i— 20 - I.184• F — 1„ Q� -j-1 D]m l_ay14yi om- 070• ,J91' ,.036' 1A41• 1.091' "28' 123 HUSASH �4 REW ORMCEMENi RHEINF TI M NT ONo HR MCMEM 1] MONORVL ' JOENSp'+! NO. 587M p0• 9 TE�j ?LS'-- 1070 TECHNOLOGY DRIVE CERT.OFAU L#iS298 JR 1 03/27/17 1 noa Nc6sTwssxaan- PRODUCT REVISED B..... I& th tho Florida onding ®e No". 1740411.08 Explualon Dab 9/24/2020 D Mlam tton e EXTRUSIONS & BOM JJROSOWSKJ Ouhn TAL ROLLER - LM 05/15/15 sous s61 'MD' Na R. 10 NTS 7 OF 18 -HR5510-01 Br 18 $A$N TMLE29: kIITEREe FRAME WIDI '14 ASSEMBLY 1 INTERIORANDEMEPIOR DETAILS 0 FRAME WELDS 6 42 31 32 EXTERIOR 46 AIT� ML ]2 X4 1] ATTACHED TO D9 30 FRAME JPMB 2] EGRESS LOCK 37 DETAILS 4D xor TDsrxs 38 66 /-Za+/OR 84 \�71W�4!/ 104 OPT. AUTO LOCK BS \ 45 ...... PRODUCT REVISED 20 ATTAME TO a complYYine 17-0 a 1.08 ,\ FRAMEJAMB BRIINn6 Dpde 4g 1Dfi NOIFNe. 77A471L0N eaplmuen Date 09/2412020 42 01 .. 16 14 10 Mlam a mduc control r OPT. 72 \ X4 \ \.� i 41 I � \ AiTgCHED TO 42 1 T. SWEEP LODI( FRAME JAMB 80 ME) 15 1070 TECHNOLOGY 2WKrk 75 MITSMORA D WERI N. VENICE, 0- 6M 1 INTERIORAND EXTERIOR FRAME WELDS 100 (841)-460-1fi00 1111111 CERT. OF ANH. J29266 SCREEN / NY N 'z RMsb Rr• °°"' R.Wba: ASSEMBLY .��\•O� ............411 "z JR 03/27/17 xoawlD6smusl�ar. 6' ? :' DETAILS R,.we Er. wM: R.dearx B3 = 9 : Ll2 * wwlPllen: pmm e,: el OR 64 EXTERIOR FRAME ?Ap i, A 1 17-; tM�c EXPLODED WINDOW VIEW J ROSOWSKI ' � ASSEMBLY T�'•:Ftomon,•'2�' TOai °ot NOTES: DETAILS %.S70 G�� HORIZONTAL ROLLER -LM 05/15/15 1) GLASS AND SOME PARTSMPTION3 NOT SHOWN ON DRAWING FORCLARITY. ® ��.) 't,,�NAL11EN � sad.e/Ma44at sae: SIwE DmWp xp. R.n 2) FORREINFOREESHOWN,P. SEEDU L.S ON SHEETS ESAPPLV. q. LYNIIMM1Lut PE HR-5510 NTS 18OF18 MD-HR5510-01 B 3) FOR REINFORCEMENTT WES, BEE DETAILS ON SHEETS 66. PE.y5aT0a Egre ss Lock Bill of Material 9 PartO Description klatetlal 70D 7MA024 MWtLPdnt IDck CparWlx Cost Lnc 701 73340 OpamtormounGnD Plata Seel 102 72015 MWItpdM Lock Kamm AluMnum 109 Td1214 MWtI M Lock Oulde N Im 1Da uo2nu1 ns9a]tPnsln vaNea SmNeaF steal 10E 7102A%12HFtt nto z 1FY HH MS S[dNeac sroel lOB 78X1FPAK k8 z 1" Ph. PH EMS SdNass Steel 107 7BX]bFPTX NB z ar4" Ph. PH E09 SNNeas Steel THERMANTRU THERMA TRU DOORS 1 19 INDUSTRIAL DR., EDGERTON. OH 43517 J�F 74-VMAX FRAME WDTH "SMOOTH STAR`; "FIBER CLASSIC", "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" GLAZED FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERALNOTES 1. This product has been evaluated and is in compliance vAlh the 6th Edition (20171 Florida Building Cade JFBC1 structural requirements excluding the "High Velocity Hurricane Zone" (HVHZI. 2. Product anchors shall be as lusted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this pmduct complesvrifh FBC Sections 1409.1.2 B, R3012.1.2 and does not require an impact resistant covering. INS product meets missile level'T)" and includes Wmtl Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.22 8 R3012.1.2.1. 4. For2x stud framing construction, anchoring of these units shall be the some as that shown forty buck masonry construction. S. Site conditions that deviate from the details of this dravAng require further engineering analysis by a licensed engineeior registered architect. TABLE OF CONTENTS SHEEFR DESCRIPTION I Ty icol elevations, design pressures 8 general notes 2 Smooth Star door panel S, glazing details 3 fiber Classic door panel A glazing detalt 4 Classic Croft/Classic Craft Rustic door panel 3 glazing details $ Horrsontal cross sections 6 Vertical crass sections 7 Buck anchoring B Frame anchoring -2% buck masonry construction 9 Frame anchoring- lx buck masonry construction 10 BWof Moteria88Components ° ;t9 o � m m j X O X "SMOOTH STAR", "FIBER CLASSIC "CLASSIC CRAFT" A,'CLASSIC CRAFT RUST' y �,;� ' OVERA[L� L'-apVERALL DESIGN PRESSURE (PSG_ : Dlh'IENS1f)N „. DIMENSION :,?OSfF1VF,,, N�rw>A[IV INSWING 74.50"x82.0W 21.00" x 63.25" OUTSWING 74.50"x80.62' 21.00'x6325" FL-7640.4 mEME. ,. o Im Ql�r �Yw111rLJr11 Il�� INTERIOR ©` O 3 HORIZONTAL CROSS SECTION 2 —''{ CELLULAR GLASS BITE I 7 1"THK. GLAZING GLASS TAPE 7 /B'TEMPERED EXTERIOR GLASS AIR SPACE 5/32'ANNEALED GLASS INTERIOR ~� 0.090'SAFLEXG PVB INTERLAVER DOW 99S• i I /B'ANNEALED 4 GLASS DOW 995 SWIGGLE GLAZING 3 OR SPACER SIKA 552 GL G I GD d0 DOOR ANEL • NOTE DOW 995 may be ek&aled at door Smooth Slor pone) (Max Design Pressure=2 SO PSEI 2375' mar 0 T T— I IG�r i 42 DOO TOP RA/ 45 D OR BTM. RAI � INGESTWE 47 LO KBLOCK 4J TCN STYIE EXTERIOR INTERIOR ...*. ... W p.da z , 4i9eK' eP 4� �21 VERHCAL CROSS SECTION FL "a• p FL-7640.4 50 DOOR PANEL Flaer Oasslc ssgaOP RAI O pg u Y � 5 P m M1 1 HORIZONTAL CROSS SECTION o alJ IS GLAZING GUSS BITE T 1'THK. ag o� J Sm GLASS TAPE P ui 1/8'TEMPERED EXTERIOR GLASS �8 u AIRSPACE gAf a 5/3TANNEALED o m GLASS `0.090"SAELEK® PVB EXTERIOR INTERIOR a INTERIOR INTERUrER DOW 995- 2 GT 1/B'ANNEALED Y 4 GLASS C DOW 995 SWIGGLE GLAZING 3 SIKDA 552 SPACER 4 PP m GI GLAZING DET IL Ei a Pu o 0 FF w • NOTE DOW 995 may be eiialnated at door�5sa`+ panel (Max Design Presssve=3 W PSFj o o a �P�i§ I--Ya7s� 1.21D• I� I arc» 5' ti p L 1Ll L L rTLrtLI� L V 'IF�Z j I G LE 57 lOCK BI C 53 D ( VERTICAL CROSS SECTION m: FL-7640.4 62 I GI 66 W-Z—. EXTERIOR z ..: gF Cl- 21 DT MA)L YI-M -- � n v;; ri c. D.L.O. r d 64 Ell E M V. f 2 INTERIOR co 4 jv 2 d -4 HORIZONTAL CROSS SECTION un G) 3 tj a 0 ei CELWLAR GLASS BITE l"THK. GLAZING GLASS TAPE IffTEMPERED EXTERIOR GLASS G U AIR SPACE G o L3GLASS2,i 513T ANNEALED EXTERIOR INTERIOR 8_�001 PANEL INTERIOR iossio�m, 11ATERIOR 0.090'SAFLEXG PVB Como, Craft & Classic Daft RusUc DOW995- 2 INIERLAYER 118"ANNEALED 3 4 GLASS DOW 995 SWIGGLE GLAZING SPACER 1.49' 3 OR SIKA 552 • NOTE: DOW 995 may be eliminated at door panel (Max Design Pressure I S) PSF) 12 w W N 0.030. ---------- D Z lu -Y. 4/22/08 65weN.T.S. own M AL ff�. LIFS C S1YLE DO OP RAIL DOOR BTM. RAIL VERTICAL CROSS SECTION � W-- A ;;E 4 Or 70 0 a 6 6 60 SO C 940 To d INTERIOR 10 NOTE ...•••• • ..... '.L"'\• >>°„m 1. (11) OF REM k4 ASTRAGAL RETAINING / / �/� 4i7q Q T,\C\_\ idmo z SCREW LOCATED ® 3/4", 2', 3-1/4". • � / 111sT 4-1/2". 18-7/e". 41-7/8". 60.7/8", o a z m a 74-3/4", 76, 77-114" & 78-1/2' \ E m 6 9 FROM TOP OF ASTRAGAL 21 \V N s a a g ♦ miai x � X v 5 3 4 EXTERIOR 7 HELL F gga 17 5 5 20 0 • �o � Aw �� J ~zw m NN 0 1-114'MIN.� EMB. 1-1/4"MIN. y i� ` I-1/4"MIN. ITYP.( �P'I cs o „�. FMB• pYP.( d d 4 HORIZONTAL CROSS SECTIONEMB' o E 5 5nownw/1xwbDock E 6 s L C 9 50 60 60 50 60 50 9 L C a m s 10 40 27 40 10 T e 10 INTERIOR 40 K 4 SEE NOTE I INTERIOR 10 {� W¢Ep O .S FUN sN 0 0 '77T EXTERIOR 7 EXTERIOR 7 MZM* a B 96 R IN LL 20 20 aTa 4 22 08 n D I 0.16' ols, D : N.T.S. I--C'SINK 8 CSINK �-I B mm. AFL m x InPa �P•I ma �: s ft %11 HORIZONTAL CROSS SECTION ( 21HORIZONTALCROSS SECTION �31 HORIZONTAL CROSS SECTION WUWF N0.: �' 0 FL-7640.4 0 5 Inswing conOguralion 5 Inswing coMiguration 5 hw4ngconllgwalmn °n sxm 5 rc 10 0 b R:IO nmAne Tm PEANA%ENII° - Ma R ud Pgxo &XFL-MO0 C-DmYk sX 00 (2017)1 4MDA-s.dn, GA 1-I/A'MIN. EMB. RYP.) o m o O a p A m $ eo o< O A g< fin. S•n ^� a�MEMEMS p5 A m A O O O tl N �m N �m Z O A O A A A p m m n a 1-1/A'MM. EMI 1-1/41MRJ. EMB. PP.) m m a p o 0 c c m AO m p o O A A n I.A. n A iry^'t' A r O r'-;+'i w A O n v � MIN. EMB.' FMB. (fYP.) Na 43409 October 17, 2017 - 5 ppI PRDOUCT: Docum.m. Prepenw eri Lynam F. Schmitt ; R THERMA-iRU GLAZED FIBERGLASS DOOR ; . P/.�E No. AS{09 �pNAL1 \\\ 4 UPDATE FIiC JK 3 10 13 16 REVISE DLO PRESSURE0.(2017 JK to m a Z a 2 1 29 15 UPDATE TO STH E0. 2014 FBC LFS PART OR ASSEMBLY: t0 N —/F BUILDING CONSOLTNf . NC. ✓1r� 1 6 11 12 UPDATE TO 2010 FBC JK Ir � pm VERI� n� 77CALSECTIONS P.O. Bax 230, Valrlco, FL 33595 NO DATE CROSS Ph°no No.: 813.559.9197 REVISIONS FBPE CA No. 9813 ox000 7 z 4."O�I I.......... y`\ " o '. m z a N •: TYP. HEAD I I ASTRAGAL \ g xe `L i = n MASONRY e,JAMBS SHOWN FOR d o OPENING II REFERENCE si �I a u Ea d 2X BUCK I o I I i �y rc I� C iFEl 1 m F ^w� NN N 9UCKANCHORING 0 a 0 a o 2izB' rn $ WUNIV Sr' oo�so CONCRETE ANCHOR NOTES: N.'- 1. Concrete anchor locations of the comers maybe adjusted fo maInfain the min. edge'�stance fo modarloinfs.2. Concrete anchor locations notedas'MAK. ON CENTER'must be adjusted fomaintain the min. edge ensure the - A ON ENTERfs, dimensio connate anchors may be required fo emure fha °MAX ON CENTER" dunenslon ne not exceeded.3. Concrete anchor fable: are 4 22 08 ° sn+r N.T.S. 9 ow¢ er: AL m' auc n: LF$ 3 muwaa Ixr: r E FT.-7640.4 0 @ °n a nun Lar TO 4 ANCHOR' ANCHOR '- MIN 'MIN, CLEARANCE MIN. CLEARANCE ', TYPE SIZE EMBEDMENT' ?70 MASONRY' iO ADJACENT . fiDUfi ITW o 1/4° 1.1/4° 2' <° TAPCON ELCO ® T 4 / ° bl 4' / UITRACON ,'I/ . .............. 7 6- Frr 28 e SEE % DEWL 1 8 MASONRYq TYP. HEAD Sw OPENING &JAMBS 27 FRAME -/ 20 IATCH6 DEADBOLTOEWL -T 2XBUCK 14 SEE ] DETAIL2oi az! L 6 6;210 a HINGEJAMB FRAMEAUCHORING ASTRAGAL Masonry 2X buck construction HINGEDEWL Sao iz JGUN NON J w CONCRETEANCHOR NOTES: R o2 p 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarloInts. DETAIL 1 2 Concrete anchorlocations noted as "MAX. ON CENTER"must be adjusted to maintain the min. edge distance to mortarloints, additional concrete anchors t�!a i-T may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: . .. ......... E:: MIN; CLEARANCEO ANCHOR ANCHOR MIN_CLEARANC fOR MIN.. - , TO TO ADJACENT . MASONRY SIZE.- EMBEDMENT wie 4/22/08 :EDGE: -.ANCHOR .-.- ITW a 1/4' 1-1/4" 2" 'r 1 I AL ��LFS TAPCON ASTRAGAL WOOD SCREW INSTALLATION NOTES: DEWL 2 BOLT HOLE DETAIL2 ASTRAGAL 5F. 1. Mointaki a minimum 50 edge distance, ?mend distance,& lmo.c. spacing of OutswIng uwv-&T BOLT HOLE FL-7640.4 wood screws to prevent the 5pritting of wood. suer 8 ;; to— �¢6°--J SEE � DETAIL 1 MASONRY TYP. HEAD & OPENING JAMBS — — n • FRAME m p F I 1x BucX TYP.SILL Izi _ SEE DETAIL 2 I 1 I I I— II HINGEJAMS FRAMEANCHORING ASTRAGAL Masonry IX buck construction CONCRETEANCHOR NOTES: 1. Concrete onchorlocotions at the comers maybe adjusted to maintain the min. edge distance to mortorjoinIs. 2. Concrete onchorlocatlons noted as MAX. ON CENTER'mustbe oCjusted to maintain the min. edge distance to modarfoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER"dimension are not exceeded. 3. Concrete anchor table: ANCHOR:' ANCHOR MIN MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE �EMBEDMENT TO MASONRY: TO ADJACENT-' EDGE -ANCHOR Irn e 1 4" / 1.1/4' Y 4° iAITW Irn ® TAPCON 3 16' / 1-1/4' 3' wwu A.Ktl mdlFll/luUN nua:S 1. Maintain a minimum 5/&°edge cintance, 1°end distance, & l'o.c. spacing of waod screws to prevent the splitting of vrood. G 97 0 DETAIL 1 LATCH & DEADBOLT DETAIL HINGE DETAIL ASTRAGAL DETAIL BOLT HOLE DETAIL ASTRAGAL OutsMng Insviulg BOLT HOLE en AL rc ITSewo xo: FL-7640.4 a 9 or 10 Blll OF MATERIALS ITEM DESCRIPTION MATERIAL ffEM DESCRIPTION MATERIAL A 1X BUCK SG>=056 WOOD 40 FIBERGLASS DOOR PANEL -SMOOTH STAR - B >=056 D 1 FIBERGLASS SMC SKI N .05T ICKNESS SMC C MAX. I/4"SHIM SPACE WOOD 2 OP L COMPOSITE D I/4"X2�/4'PFH ELCO OR RW CONCRETE SCREW STEEL 43 LATCH STILE WOOD E MASONRY-3.000 PSI MIN. CONCRETE CONFORMING TO ACI 3010R HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE � HINGESTILE WOOD 45 BOTTOM RAIL WOOD F 1/4"X1Jl4"PFH DW CONCRETE SCREW STEEL 46 POLYURETHANE AM CORE -1.9 S. DENS FOAM G 3/Id°%3-1l4°PFH ffW CONCRETE SCREW STEEL 47 LOCK BLOC REINFORCEMENT WOOD H I/4"x3-I/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FI6ER CLASSIC - I I/4"X2-I/4"PFH RW CONCRETE SCREW STEEL 51 FIBERGLASSS CS IN MIN 0.06 THICKNESS SMC J 114°X33/4°PFH OW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSRE K H8X2-I12'PFH WOODSCREW STEEL 53 -LATCH STILE WOOD l R10X2-1/2"PFH WOOD SCREW (].IS- MIN. EMBEDM STEEL 54 HINGESTILE WOOD 1 EXTERIOR LITE FRAME ALUMINUM 55 BOTTOM RAIL COMPOSITE 2 INTERIOR LITE FRAME ALUMINUM 5 PO URETHA E FOAM CORE-1.9 LBS. DENSITY FOAM 3 LITE FRAME TRIM PVC 57 LOCK BLOCK REINFORCEMENT WOOD 4 p10X1-Il2"PPH SCREW STEEL FIBERGLASS DOOR PANEL -CLASSIC CRAFT&CLASSIC CRAFT RUSTIC 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM dl FIBERGLASSSMC SKI 0. THICKNESS SMC 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 62 TOP RAIL LATCH STILE ANT dd*T Z-'a'm 7 z 41*O; o^m iW• g:z�n ///♦:` z d m o 7jTUI nPfk m �, Y S •: o imzo \ E Fw gg mdaE Eaz ga 0 c rc ma C o0 6 iB GI o 'm o 6 ly" --{ 1318' a� U Tft fiaEio 0 NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.421 e EXi. LIIE INE. � n N I I 0.126' T_uj L EXE 2 f? o E'. H {— s.Br z If S�>> F� N jj �-{J-^ OAGY 1.563'91 i.� M •rY~ LII JII _ 4Sd3 Lv I NG OUR NG 1.91°�I fn I�T' 4 N.T.S.i JJ lhrThdd 18 Ruesholtl c I_2.35V____ 1 N.S. - HEADASIDE' R' AL m 96 GAL 19 20 Jamb aoc ar LFS e muEaa xa: a FL 71640.�4/� 0 9RT y0fy N COMPOSITE THERMANTRU 0 THERMA TRU DOORS 1 19 INDUSTRIAL DR.. EDGERTON. OH 43517 "SMOOTH STAR", "FIBER CLASSIC", � "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC'" GLAZED FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING 'YMPAcr GENERALNOTES 1. This product has been evaluated and lstocompBoncewilh the 6th EQBon 120171 Florida Building Code IFBC) structural requirements excluding the'High Velocity HuMcan s Zone (HVHZI. 2. Product anchors shah be as Fisted and spaced as shown on deals. Anchor embedment to base material shall be beyond wall dressing orstucco. 3. When used In areas requiting wind borne debris pmteclion this product complies with FBC Sections 1609.12 & R301.21.2 and does natrequke an impact resistant cm edng.ThIs product meets misele level9"and Includes Wind Zone 4 as defined In ASTM E1996 and FI C Sections 1609.122 & R3012121. 4. For2s stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site concktbnslhatdevlatefram lhedetalsofthisdrawingrequke further engineering onolys s by a licensed eng'neaareg'sloed achitect. TABLE OF CONTENTS CRIPTIONical elevations, design pressures & general notes oth Stardoo/sidehle panel & glazing details r Classic door/sidle""pone&glaringdel2t ssic Croft/Classc Craft Rustic door/sldu4fepanel & glazing details izontal cross sections E ical am sections ical cross sections kanchoring me anchoring- 2X buck masonry construction meanchodng- IX buck masonry construction mponents 12 1 Components 13 1 Bill of Materials 0 5 n u 7456•MAX. FRAME YODTH F36.0P M, 36.7SMAY 37.dT MAI PANELWI07HAX�w/IASTRWAGAmI, t--F I� AMEVA� X O "SMOOTH STAR•.'FIBER CLASSIC" "CLASSIC CRAFI" &'CLASSIC CRAFT RUSTIC" y$ oq JQ<1� z 4:oea J V0 0 Tz e�X 96im ♦ mdn� as O &• v° � Z �w EU �' pyEKgll„-f' �cOVERALL'r'y' _, DESIC3N PRESSUR(PSFJ SWING �- fRaME _ DL0400R1$IDFLIfE-:; m DIMENSION> a r ,'RIM�NSION,� , POSRIVE ' NEGA7IV€s INSWING 151.50"x98.00" 21.00" x 78.75' OUTSWING 151.50'x96.75" 21.00"x 78.76" ee FL-7630.10 M im>3 z z1omMAX. z D.LO. / O G D 21. 4U DOOR PANEL Smooth SIN EXTERIOR m INTERIOR HORIZONTAL CROSS SECTION rs EXTERIOR41 G1 EXTERIOR INTERIOR44 T HORIZONTAL CROSS SECTION I I-lyr-1 3 L SS GLASS ME GLAZING GLAZING I_ T GLASS TAPE GLASS 1/8"TEMPERED EXTERIOR GLASS O AIRSPACE o T e 5/3YANNEAIED 4 GLASS 0.090"SAFLEX• PVB INTERIOR INTERLAYER DOW 2 I/VAGLASS NEALED OR OR GLASS SIKA 552 3 SWIGGLE GLAZING SPACER GI GIATING DETAIL IB IOEIREPANE! S !• �41 70P RAIL Lr.-154-.1 --•-I 1,\�\,\B\�-\�yyl-� T II�11VI 4S BO OM RAIL u X1NGE �4. oz L 43 IArcX snLE VERTICAL CROSS SECTION :i 42 �� gg `\ I EXTERIOR 11 111 INTERIOR M EL-7830. 10 u 2 "3 #9 X TPI TYP (4) C 21 MAX D.L.O. F C; elffClack — D.L.O. O TO SIDEIItE PANEL WS Gl ORNERS EXTERIOR k MI 54 We"ll, INTERIOR (@ HORIZONTAL CROSS SECT[ 56 EXTERIOR GI INTERIOR EXrERIOR THORIZONTAL CROSS SECTION CELLULAR GLASS ME GLAZING TAPE I"THr GLASS IS 2, EXTERIOR 1/8"TEMPERED GLASS AIR SPACE INTERIOR :gS DOW 95 OR SIKA 552 lVioNmew z INTERIOR Iz 5/32'ANNEAUED lz GLASS 0.090'SAFLEXO PVB INTERLAYER 2 1/8' ANN-LED GLASS �3 SWIGGUEGLAZING T-M �208 TS SPACER• AL LFS VER17CAL CROSS SECTION 10" 2U (F, M-911LIC 21. 3* PFH WS (4) CORNERS 66 EXTERIOR 64 INTERIOR R) HORIZONTAL CROSS SECTION IIIIIIMM,j�, p A EXTERIOR 11 111 INTERIOR TA9'1 ^!;t LULAR GLASSBITE &ZING I"THK 6 TAPE GLASi 1/8" TEMPERED EXTERIOR GLASS AIR SPACE GLASS BITE —G EXTERIOR R *R gyp 5/3Z'ANNEALED 4 GLASS 0.090" SAfLEXG PVB INTERLAYER 4. 0.6r 13, 0 9 INTERIOR DOW 99 2 I/B'ANNEALED 0.a 5 5 22 R 5 GLASS 5122108 0 1 T N*T S SI 0 2 3 KA 552 SWIGG LFS 65 L_ 6 0.1 SIKA 55 SWIGGLE GLAZING kF 7 AL SPACER tiVVERTI CAL CROSS SECTION @-Gl IAA� 0 4 o, 13 NOTES: 1. (12) of Item R4 astmgolretaining screw located 03/41. T.3.1/4'. 4-1/2'. 18-7/1'. 37-1 /4'. 57-7/8°. 763/8'. 9D-314°, 92. 93' 8 94-1/2' from top of astragal. 2 Sidelte assembly screws located at 6'from each end and 6 morescrews equally spaced IBscrewstotal per)amb). v Memo NEW r 2 QXi LL'wx W r r D D 1414' MR. EMB. (TYP.) tIMERIOR EXTERIOR HOR)ZOMA! CROSS SECTION $ kuvring stwvm0wvIng me approved 3 5 3 5 d d 6 7 7 7 �21 HORIZOMAL CROSS SECTION 5 Imv4ng shovm-OusN4ng also approved EXTERIOR INTERIOR 5 MR IOR E y 70 SEENOTE2C d; O Z °.a cm d 50'm° 'axAs Y 066LL 91o°Z W �d � o 20 $ i 0 EMB.)IYP.) ttm �B oiri HORIZONTAL CROSS SECTION of U Q o r $ Shown wllX subbuck (j)!f0RIZONTAL CROSS SECTION BuvMgshavm Ouslwing also approved ll I E52208 s m N.T.S. n m AL m m LFS ; ux ssu ° FL-7630.10 ° 0 fT 5 °r 13 ° p 0.:\Oknb\Thvnarry cEaNnneNM-Flom PmacAPwctehVt->aolc. OneYgs\t'L-)630 (m1>)1FL)630.>b a IO.Ary.6.t0 m a u, EMB. (TYP.) O Z A O O A n A O A p� F P J O �C sy� rn ••P 00 A V A �n a n �i: N' 0 A O.1S 0O ' MINK-+{ 2 IrrP.l n • P u� �i a i m 1-1lC MIN. m I-1 /4'MIN. EM 1. ITYP.) EMB. (TYP.) Jmc N O O A O UP O A P a \5 Oym 2� nNEEMEM ma Fl =n o N m A n 7. m O 1-1/PMW. o 0 EMB. a A O � •e O a N gm E' 'n n rn y o v� 0 A tl N A §n 0 o � A >. n • 1-1/C MIN. EMS. ITYP.I • P m �J`\(0`SCHfy�0 �44 /� �• Nm C3000 October 17, 2017 'tJ pp R P @@ 44 !3 PRODUCT: I.. ymaee F. 9cnmlat i'2`•`..20RIDn.!G �: V i 5 N THERMA-TRU GLAZED FlBERCL SS DOOR PX No. 15 ED. 2017 FBC K J 47157 CORRECT B.O.M. Ip W '' y N IIQII:JAL \\\\\ 2 1 29 15 UPDATE i0 STM ED. 2014 MC us PART OR ASSEMBLY: o !A p -//-//lli�tt BUILOINO CONSULT ANTS,TIAR' Jliw P.O. Box 230, Vot4ce. PL W595 1 B 11 12 UPDATE m 2010 nc JK Iw C, m CROSSRSECTIONS Pnoee NO DATE REVISIONS A o. 9819.6187 FBPE CA No. 9813 SEE NOTE M U 9 EXTERIOR INTERIOR t 11 VERTICAL CROSS SECTION 7 Outsw-0ng shown- Inwong also approved INTERIOR SEE NOTE 1 l M 1- EXTERIOR 3 VERTICAL CROSS SECTION 7 WwQig configiaafian EXTERIOR SEE NOTE C _ 2 �1 VERTICAL CROSS SECTION 7 Outs gconOguunion SEE NOTE M U EXTERIOR INTERIOR INTERIOR r21 VERTICAL CROSS SECTION 7 Shown wllX sub -buck NOTE'. 31 I. Sldeliteassemblyscrewslocatedal 3" from each end and at centerline. EXTERIOR INTERIOR Fw VERTICAL CROSS SECTION 7 OulswNg wnOgwatlon � er: LFS uxc w R-7B30.10 xr 7 uv 13 D TYP. HEAD JAMBS & MASONRY OPENING 2X BUCK III III CONCRETEANCHOR NOTES: 1. Concrete anchorlocations at the comers maybe adjusted to maintain the min. edge distance to modarjoinfs. 2. Concrete anchorlocations noted as "MAX ON CENTER°must be adjusted to maintain the mb. edge distance to morforicinis, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: 'ANCHOR:: ANCHOR MIN. MIN CLEARANCE MIN. CLEARANCE TYPE.-;:: SIZE iEMBEDMENT . TO MASONRY ] TOANCHOR a- EDGE ANCHOR o. RW ° / T q 1.1/4° Y 4° TAPCON ELCO 1/4 " 4° ULTRACON® �' 144 +4 n ir FFffF= In III —f , 3•��..... � , `m m III O dm II �r,tl i1,T aa.:= B=� III ! a 9 d o a m :EE I I III �z ASTRAGAL AND III '' o FRAME g i SHOWN FOR IIY.i o REFERENCE Is' 71 I I III � U I I III ^ r I I III m �o SUCKANCHORING S.W. e522 08 M N.T.S. AL i L m: LFS 3 xam w. v FL-7B3D.10 c v n 8 �j3 a �I zO s MASONF o OPENINI FRAI 2X 8 SEEHINGE DETAIL HINGEJAMB ' '• r4 I �3*7 " r I I I I I I I I I I I I L SEE DETAIL 1 — — Y _ TYP. HEAD — & JAMBS _ L E TYP. L MIIWONS — F JCK _ D 1YP. SILL I D _ TYP. 1 SILL I I I _ SEE DETAIL I I I 1 I I I — SRL I I I ERAMEANCHORING Masonry 2X buck construction CONCRETEANCHOR NOTES[ 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge dbfance to modarjolnts. 2. Concrete anchorlocaltons noted as'MAX ON CENTER'musf be adjusted to maintain the min. edge distance to morforjofnfs. addlffonol concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: TAPCON® 1 1/4" 1.1/4' 2- 4' ELCo ® 114' ULTRACON ITW ® 1 3/16- 1-1/4' 3" 1.1/2' TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a mintrnum 5/8"edge datance, f end d6fance, & T'o.c. spaWg of woad strews to prevent the spli ing of wood. G 97 080 DETAIL Outsw9 K 97 000 DETAIL 1 ASTRAGAL Tnsnng 27 K LATCN80EADBOITOETAH NINGEDETAIL L'• J y a i 4iO, ^gSI� 'ma �nr - VIwO irt: rt FL-0830. 10 0 as � 3 n 0 M �O a i MASONF Q OPENINI FRAt \ 1XB SEE HINGE DETAIL HINGEJAMB �.�. :.'.•';. :.::: .: . r4 I r—,SvT �� T SEE DETAIL I y — TYP. HEAD & JAMBS IE TYP. MULLIONS e L — F ICK _ D TYP. SILL I D — I SILL DETAIL — TYP.SEE 1 SAY, FRAMEANCHORING Masonry 2X buck construction CONCRETEANCHOR NOTES: 1. Concrete anchorlocotions at the comers may be adjusted to maintain the m61. edge distance to modarjointt. 2. Concrete anchor locations noted as 'MAX. ON CENTER must be adjusted to maintain the min. edge distance to morfarjoinls, additional concrete anchors may be required to ensure the 'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: Ahictibu ANCHOR:; MIN. -.MIN. CLEARANCE MIN.CLEARANC@ TYPE -i,' SIZE ' :EMBEDMENT;; TO MASONRY TOADJACENT . EDGE ':: ANCHOR ITW / TAPCON ITW TAPCON® 3/16" 1-1/4" 9' 1-1/2" WOOD SCREW WRALLA310N NOlES: I. Maintain a minimum 5/8" edge distance, 1' end distance, & i"o.c. spacing of wood screws to prevent the spriNing of wood. G 97 080 DETAIL 2 VUT u g I DETA * n 1111 Itt s�nz o \ r1L��g Ew h °z� ?m a Sdz`wa F \V" r mangy o� O eW tU E5 2208 °e N.T.S. `- e AL an LFS 3 FL-7670.10 n IT 10 or 13 a a:amn[itTra+mx TAU rBVMKE -Mb PmN2Ary vah\LMD\E-D wb oVl-MG(IDn)\R-76M.7-e 610.awp, 11.10 0 0 i m a o n ® N o a 1.75 o i 0 O ® OO 0 0 s � y ® 0 0 i i 1.3T 13'—i a z D s O O se loon ro • e qk co1 3 N s O n A 9 —Z Q o � ox Fiiep'�T//i L � z No. C3409 OCrober 17,2017 ZI I I PRODUtt: Ioo�um.�n. p,epa,ea n{Qjyf_7RU Lyntlon F. ScnmlEt P%�•'•.�ORID�•. /6 �� Z N J i6 4715T CORRECT BA6M ED. 2017 MC JR CIAZED FlBERCMU DOOR v.E Na. a3so9 ////Bg,ONA` pe Vo y N 2 1 29 15 UPDATE TO STN ED. 2013 FBC !}S pgftT Oft ASSEMBLY: BUILDING CONSULTANTS, I�b. x N o 1 6 11 11 UPDATE TO 2OIO IBC JK P.O. Box =0, VaW=, R- 33595 u O m NO DATE BY COMPONEMS phone No.: 913.859.9187 REVISIONS I IBPE CA No. 9813 0 200e R.W. BU,L01....... LIAr n+e. R:1pknBLThemb Try PEAMM`EKiL4-fbMa Pry dAlq IlVL-]6301C-DawFgzlR-]630 (HI17)(FL-)630.]A&IOAwy MA 0.75 �I.-1as z 5r! 6 I I d�w 263iaI b O 1 1 T —ts N T-•-,S3' I � o 1 � �-^D.65' H v � Z 1A4� o p z N } n y II o i ---1sP ---� I---1ss --1 --� I'38, 4 ... y< c / No.43409 L October 17, 2%7 p gI PROODU'I.. PL,l i• 53 ¶{Q+Mq-iRU Lyndon F. SeNmldt '//�•'••.�OIdOR: 0�� $ 3 i N GLAZED FIBERGLASS DOOR P.E Ne. /3/09 ��O��N11 R o w y N PARr OR N!MW LY: BUILOINO CONSULTiANiS',,1II�C,1ttt H O P.O. Box 230, Va1Nm, FL 33585 p mCOMPONEMS Pbene No: 813.659.9197 REVISIONS PBPE CA N.. OB13 01009 R.W. 9urtDInC COn6u�tnnTe Iluc. KDDATE' UPWTE TO 6R1 M. 2017 MC JK CORRECTB.O.M.UPOA]ETOm.2016FBCLF8UPDA]E102010FBCJK B'i OR NOTE:WOOD DOOR COMPONENTS: PINE OR OAK (SG >=0A2) r� CONCRETE Eo FL-7630.10 MIAMI ADE IMIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. �C�� 1070 Technology Drive �� North Venice, FL 34275 St. Lucie bounty 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 Jorm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may ediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER Q�17kzc ves the right to revoke this acceptance,if it is determined by Miami —Dade County Product Control ion that thus product or material fails to meet the requirements of the applicable building code. product is approved as described herein, and has been designed to comply with the Florida Building e, including the High Velocity Hurricane Zone. CRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. ROVAI DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", ts 1 through 25 of 25, prepared by manufacturer, dated 08/29111, with revision C d 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Vfiami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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# 16-0218.03 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 Jorge M. Plasencia, P.E. MIAM4DADE COUNTY NOA No. 17-0630.01 l i / Expiration Date: May 26, 2021 �' 17 Approval Date: November 09, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Ahimimmi Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and with FBC 61b Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. NIATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-61° Edition (20147, dated 06/22117, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series ';PGT' Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REOUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE E MULLION j'-�M@6WWO1NiOTVERTIW.WLL— MULLIONS I / 1 sE£OEfNL9 AggN: SxEET9 ]H / A�ILLI I/SEE OETNtS HO9QbiTK A-0.g11; FF��-- MILL SHF£fi 3-f LOOT" xon¢wru lEHG1H ADDITIONAL EXAMPLES OF MULL CONFIOUMT )NS: I—xaBlzwOLEvom- —oPEw+6woTr�—� ITS—Il; „NOMixr LIT I� %. / MFp FOB �IG'� ,ate„ r r �LLi r r r L L� DFEN . SINGLE MUWON SINGLE MUWON itTVERTIHLmDu. __ •13EECORAESPT9NGDETyg MULTIPLE MULLIONS `, FPANF>]UREIPBOYE CODESISTANOARDS USED: •201T FLORIDA BUILOWG CODE FBC), BTH EDITION •2014 FLORIDA BUeDWG CODE �FBC). SRI EDITION •ANSVAFBPANOS2015ROR WOOD CONSTRUCTION •ALUMWUm DESIGN MANUAL. ADM,2015 •AISI SIM12 :FIT BUCKS IF USED. 2)THETYPEAND NUMBER OF ANCHORS IS MITICPLTOTHESTRU=RAL PERFORMANCEOFTHEMULLED UNITS. MUUHnS HAVE BEEN TESTED AS'FREE.FLOATINV AND DO NOT NEBO TO BE DIRBCILYAWACREDTO THE MU WON, CLIPS. BUT SNAIL NOT MVEA GAP OFMORETHAN IN FROM THEOUP. IN THISANCHOR EVAIUATON. THE 1.6 LOAD DURATION FACIUK WAS ww run me wruo.a o.,. w' .....r.r.....—. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSISILTTY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) USE THE COMBINED MOTH OR HLIGI ANCHORAGE FOR THE COMMON MUM ONLY MO ADJACENT UNITS AT A TIME PRESSURE OF MULTIPLE MUWONS OR DESIGN 6) WHEN FINDING YOUR SIZE IN THE MU WON TABLES, ALWAYS ROUND UP TO THE NEXT SIM SHOWN ON THETABLE(4 W O Bu. BY OTHERS. MUST 8) REFERENCE TEST REPORTS: FTLa443; ELCO ULTRACOWAGGREGATOR NOA'S 9) MUWONS AND CUPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF WE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACTAND NON�IMPACT APPLICATIONS. MULLIONSARECNLY TO BE USED WITH MT-APPROVEDFENESTMTONPRODUCTSHAVINGCURRE PROVALS 1O) MULLIONS ARE N COMPLMNCEFOR USE W THEHVIil 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDED THAT THE SPAN AND OPENING WIDTR'HEIGHTOF EACH INDIVIDUAL MULLION MWUES WITH THE REQUIREMENTS OF TINS NOA INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE REOUIREMENT ILBSA FORTHEOPENINGUSINGTHEASCE•76TA34DARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTMTgN PRODUCTS FRAME DEPTH. 3) REFFRTO SHEET 23 TO DETERMINE IF THE WINO LOADING IS YREWANGULAR' OR RWANGULAPRMPEZOIOPL'. 4) FIND THE CHOSEN MUWONS MULLIC THE MULUON TYPE. LENGTH AND OPEN MULLION CAPACITY 0.05 _l OBTAINED GENEBALNOff6_.--1 EIUEVATCIOTNw6N..s._.._....__....--._.—. MU. TOi_t2 LLTO NBTuAm.XIE 2 YMLTO MA60WT!___� ] MW.TO6TEEL 6106_.�_ Y TERN LERL._.-.__._._-._.._ ] DAY W ATATEBL TION_._._4 BATW 26WU.ATION._.._._1 1 X2 X.125 MALL 6PEC5_..-6 1X2UXJMILL6PE6__-6 IXZlxOjsxm MU sma._T f %1ID%96 YlA16PEC$__..6 6) FROM TNESAME TABLE USED W STEP 4) ABOVE, E SUBST VALUE W THENCH COLUMN ANCHOR CAPACITY R NTH E0 RBBL THIS CAFA REPRESENTSTHE WINDLOAO TRPNSFEIOiEDTO THE SUBSTRATE BY THEANCHORS pND MUST BE MEFTO ATTAIN THE NLLMUWON CAPACM. 6) FROM WEANCHOR CAPACIW LBSI TABLE ON THE SAME SHEETAND USING YOUR ACNALSUBSTMTE CONDITION I MULTIPLE MCHORISUBSTRATE MCHOR-CUP PATTERN MAYAPPLY) SELECT M ANCHOR CLW PATTERN AND VERIFY TMT THE REQUIRED ANCHOR CAPACITY IS MET. T) IFTHE MULLION MULLION CAPALNY(LBS*F OBTAINED WTHE TABLE IS HIGHERTHANTHE DESIGN PRESSURE DESIGN PRESSURE REQUIREHENTRDSATI FOR THE OPENING, YOU MAY USBWE "ANCHOR CAPACITY ABJUST AENTFORMULA' M OSTAIN THE LOWERANCHDR CAPACITY REQUIRED. WITH THIS VALUEA LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHESAME SUBSTRATE 0) VERIFYTHE DESIGN PRESSURE RAMG (BSM FOR THE FENESTRATION PRODUCT TO BE USED PND COMPARE WITH TMEFWPI MULLION CAPACffV IIRSIFT'1 OBTAINED FORTHE MUWON SYSTEM. THE LOWER OF THETWO SHALLAWLY FORTHE ENTIREMUILEO FENESTRATION PRODUCTASSEMBLY. 9) HIGHUGHTOPTION USEDAND TABLE VALUES USED IN ASPECTICAPPLICATION WHEN WNGTHIS NOATOAPPLY FOR APERMN. PRODUCT REVISED plyingg TIN Ne Fl.d" eupding CnGn 17-0630.01 NOA-No. .L,ONY LYN,yMirAl�. ONATE I i,,klUl: Or,�C .!20RIOA.:.o" FL DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) a EC olvTF{ F. W09 L SCPEwS ,3E0•M4V FOR I3L WUYk19 ,. SIDE VIEW FRONT VIEW INGTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ]) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE OONRECT OUANTITYANO LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABIES ON THE FOLLOWING SHEETS. FOR DETAUS MD. EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAo C, SHEET 3. 5)FOR MASONRY APFUCATIONS IN MUMMOADE COUNTY, USE ONLY 1A MFDADE COUNTYAPPROVEU ELCO N_TRACON OR ELCO VP S.S. AGGREGATOR MASONRY ANCHORS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR FINE U6IWtc 1l�OFFSET�ID6 PECW4A9EO Fpi FWFMNFD W1NWW9,BUFIMT NSO�USEOFCA O111FA iPM¢iYPES. SIDE VIEW i a . • F1T@ll T1E • STItaMO 2 d: CiFSEFMEI v. 4UPAMT BE W9TNL®BY �'` TMS WIIIOJ. ` IYP. NiCHOx PFASUBSiM1R 6FL TIHLE$1419B BIlG1LSiPIP AA rATT By�.. SEENOfE t. N@ET t. NN2)F9I WILTiE20R (1Y1 FRONT VIEW a Ik PRODUCT REVISED BYli.i ICo l HA tllo Flonda No"o. 17-0630.01 * : Na 58705 P.E. DETAIL E: 9 y lss-Aw MULLION TO MULLION i9N 1 x DETAILC: r INTERSECTION NDTES if�� d MULLION DIRECTLY ATTACHED TO Lp I (ULLIP) I) MAY BE INSTAUID IN 7EWOR'OROSS• 7,�$ o MASONRY STRUCTURE AAII Es p� k (STANDARD CLIP SHOWN) Y / \ WTERSEcrION3. g* S $ 2) MAY BE INSTALLED HORIZONTALLY y 1 (SHOWN)ORVERTICAILY.. N ERN[Ri� I EA 5u041WiE, MRC RRESPOAWN09,9HEET521-?a GS U STINDMD 1 SFE TPBIE6161:6 FOR CORRESPONDING MULLION. W N NPx� �jj OFF=ANLL i, TOP VIEW 0 & DI 0.1P xNY� 1 1 FDGEW6TIHCE MIt1UN �n{l 0 = WSiANID6Y II I' FOf1MASWRY yyy� '¢ '� N TW9 x@TXN I I I' ANpIJR9 � .� nxsrmsoaws, y � a ' I� I r I' sEuawwnoonFxEnwr_ � g � I ```�MLLDONAxm y$E BM9 EXTEROR era e / twulOn O 10 .. Z MW 2TXfl CONCPSIEDRON FRONT VIEW �% I—i UN2Tm,CC Rm D9CMI SIDE VIEW INSTALLATION NOTES: I)ANOHOR EMSEDMENTTO EASE MATERIAL SHALL BE BEYOND WALLDRESSNG OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SQE SHOWN ABOVEARE FOR PICTONAL REPRESENTATON ONLY. BECAUSE THEANCHOR CAPACITY IS SKIED PARTLY ON T-IEANCNORTOMICHOROISTANCE,THE CORRECT OUANTRYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETASUE ON THE FOLLOWING SHEETS. FOR DETAILS A-0, EITHERTHE STANDARD OROFFSETCLIV MAY BE USED. 3) ANCHOR HEAD TYPEMAY BE PANHFAD, HEIOEAD OR FLATHEAD. <) WOOD SUCKSME OPTIONAL SEEDETAL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MAMI-DARE COUNTY. USE ONLYMAMLDADECOUNTYAPPROVED ELDO ULTRACON OR ELOO IW B.S. AGGREGATOR MASONRYMCHORS. FRONTVIEW f1 EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH MERIOR W eEFYEEl6aaTaR N0.FlCCAttH9 FD6E DISTR E ..TA. 161�8 SIDE VIEW NOTES: 1)FOR 2 WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USID. 2) SEE CORRESPONDWG MULLION TABLES, 5HEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW. PRODUCT REVISED a pl In -10 No Fladda �B TDB. xoA-xo. 17-0630.01 Bapl-Gon Data 05/2612021 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETAISA �SXEET91 x®]fi1P PAxLATKKI x TOSDECIRCE103lMTES SIDE VIEW slwvmwlrn rxA•x.tx•. HIAICN .EXTERIOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL 15 NOT APPLICABLE FOR THE BAY OR 1.26' X2.11• X.1217 MULUCX 2) SEE TABLES 1B-1313 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2x5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAILGI DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) \ W PRODUCT VIS REVISED Ya\ n =MplllT Roddn BWIGin9leda xOA-xo. 17-0630.01 nrtowoaq sIECLAwu EAplrouon Date SYlfi/2021 qi M1VS0N0.V F%TPJUg1 ymYam�Dnn�F- O III w NOTES FOR INSTAl1ATION OPTION Od H'. � `� ��GNY LYNN......,• a CENSf 1)USE 2ANGlE CLIPS PER MULLION MD. C11P5 MUST BEINSERTED WSIOEOF MUl1xW, 2)DENLGSEETABLESI3-16BFORMICHORQUANTMMMD SHEETS21-23FORHOLE *' No.5Bi0S LOCATIONS. --p 3)DETAIL H. SEE TABLES!5B OR 160 FOR ANCHOR DUMMIES AND SHEET 22 FOR HOLE `• ATE U � �N 0 LOCATIONS. u � ''lSAONAL E\ o AL4NNIpgLLEk u FL P.E.N 667 *-I TABLE 1A lWIOonC-Ity Tobla sM OpePIn9N1MN(b VN" R}Ep,arf Mlo)olmOpenIng Hd�2(MMAmdaNY 3pa21b0111Nmo) Wb BOF MN 6oF Solo 1WF tIDh anb too 1121.125 3m:YiWm 9pTlvq, lmQra ILaMpWr IavMO TreyfMn lneMO PmbiOelu W3n0 )2p'Plelp. lmtlnp PMmryW 1aM�L iupNNg "'S" PeafuP9u IwJnB Ty.'Yxrb 1^NnB Peo9anPAu luYn3 ir+plMW. In^!^B Pev'n'W9'+ Load. YIepRMry. ] 19 PemWULv 1m0n9 )IWRilr,p I g PeWyW uidba RWMuq, Swan a .3wlM �p$g 3F8�S 5Rs5p$�p$ dFd �35g �@ dg g$� 22 ggI a@ Quo! 01,01111111 3 gg i@ Qgp �rc' afl gp �0-h1h 2� ®gyp 3� pag i qsg ifl p55 k� �fl $?} 3d 3Gg a@ 5�p�$ t¢ �k. $}g5e is h yg$�5B 2d I - 5y3�' 2d i�. F@ $$a4d Q01 bF 01.9 )1.9 4N ]1] 1H! E]5 3II 3% 912 6Ll M T3 111E bA 95 2W mb 51! IRA 21] 10.8 630 III N6 6, NE to ]IR U4 0]2 319 21B .1 41.E Im 312 1NA 61.3 319 2a US 91.6 405 ]tl INS MS LB M bA 312 40 313 1W.0 91A 31B 2N RB 'A.9 109 ]12 IOAB W.0 ]IB 3a ]}0 311 IW 3t2 INL WA ]19 M •L MIb M➢ HI Tne T51 S]2 291 61d TJ5 116 'LI 51) EI ffiB HI 5T.1 ID ]16 2E1 W.1 :G7 'IS HI 149 ]W m.E ]a 4L] iiB HB HI 19.3 21B 20.! Af 4L] ]19 5 NF !]b 2n TA ffiI 119 21) MA ]Pa a.E iW 3LB 2n 11.! 1W z92 31) 33.E IN ffi3 2n ]LI 1PJ :1➢ Hl ]21 IB] 1B.e H) 941 1q 16.1 2n HI 1M Wb m.1 ]W 11] 130 920 ]CO ]SA 1W IIA :W 31.E IW HO 3Y1 H9 1W 21} e] 3).f 159 f12 9W ]n 15] 1EA 9b 210 1m J WF Ht IRA SSS 1W 2)A 1M H] 19 ]SI tEl H9 N9 •A.) 161 21.E 14 - tot - 1a HS IRA ]L1 IQ 2 NN 35d 1W No i1R 2A0 10 H1 119 S6 1M H1 13B I6A IRA 21.o iN nF E2 t]3 33] 139 15d 19) ILB 111 te.e 19Y n.5 IIE ieb 11.9 1T! ILT 1W 1E.) IH 165 IpF no, t]A tl9 1ss IN TABLE 10 Anc.11G 6 mCels vv 6xM. v3 Cnc Ta0b s xNa.wu Va.. pr N1c1 284 vrssFm n+esm 1N-ss 9Fo n19sWe1 n]sbtl n2slal AmJrtTyp' LSC EYONvum yr En➢Yo-mm NOraL� NB•Fkaw3aw vl'F2pUNum ApyeEyy nrsw Ap a(aSg $--P So -I- --(M) Mellor CBp PaBam. S.1M r LtP• 5• 41rs r s+rc T nN• SM. D,r Ey d+Wlw.1 r btlf r xN• +-Va +-nr +.vr urA' 1-Irr Imr a AIY 1.W 'ab. Fm --- Nt wr 1.YE• Wr tS/a r Zm ¢. mute nome 3)an W+m IS N1 Pv a1Nn 5'Wn z An[Im ®l95'uha.Gl9bMNwnW Wp1%4 U: SWm SWm IY aWW Iw W Clam ME. WA WA WA EMm BWn +190 b1 EAmMn O+.ISUF.OG1BYMa6 fm O5aW C5pffp.33 EMm TpOn WA WA WA WA WA ll bill Wtn 195m IWn IArcMaBTYrt O.0 IPIh3Aopb CPp.lIF4.3Y 1M Pa ]Wn WOn 1Won Ism SIOm 6AIn WA IW NS rtlm W. WA )19m ]Mtiv3Q 415•Nn n.n/_W.1]5•AIm.IPo.R WA WA WA WA Wp WA WA WA WA WA WA WA WA 31+n 3mn I Aicv/Ftip 64. s3 +Mn +Wm 93n usn -anm +Ssm +Nn Snm nom iMlm 31xm mn V.A. 3tlm 3Wm WA WA WA WA 1Wn WA WA WA WA WA 311n Wn I :Wn 2 Drcbu D+.15'YnO C/Fim 6b pk NOTE FOR THE OFFSET WP. USE FIGURE I: FIGURES: • e e • FIGURES e e • µGCE CUP MUST BE USED IN PAIRS. FIGURE4: FIGURES FIGURE �I� • 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFORMATE N ON LOADING SEE SHEETS 2i FOR GENE WLL INSTALLATION METHODS. 2) LINEAR NTG POLAnm BERNEEN MULL LENGTHS MIIIIOR OPENING WIDTHS IS ALLOWABLE 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ERACT DIMENSIONS, SEE SHEETS 21-29 RILL . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALESTRI RCHONS SHOWN CN SHMS21-23 FIGURES SNOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE 5t CONFORM TO AM301 SPECIFICATIONS. HOLLOWAND GROUT -FILL® CONCRETE BLOCKUNR (MU) SHALL CONFORM TO ASTM GW. WOODSHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF OM. ALUMINUM SHALL BEW TSANO BEAMINIMUM OF.127 TRACK STEEL STUDS TO BEA MINIMUM GRADE 33AND.ow TH9tx110 GAUGE). STRUCTURAL STEELTO BEAT LEAST.12STHICKANDA30.ALLMICHORSINTOMETALSHALLE MDATLEAST3SCREWTHREADBBEYOND THE MATERIAL 910 S P12ANCHORS IWO WOOD MAY BESTEEL. IS-8 S.S.OR 410 S.S. kip Ey PRODUCT REVISED Bu11Mng Catlo�p Oct Food" NDA-Ne. 17-0630.01 Eaptmtlon Date OSM&2021 B Mlam P)otlu�O�ior No. 58705 TABLE 2A MPVNn Ca ac Table OpenN9 NBBW OmMtNiaW-epe+.i/G IIYdp115) ar OPeninp Nel9ht QprhNUafaP/ePW9Brg INGUM) 60N cmw—y TPyrryq Win yuaryulef 'RaprNrvy lON RwWWIu TnplePW. 9oN 8N1aMYu TPpINip 1NF fleNpWv TnpTM10. 1WF RmS+ u. hePTMnp. min Im. brlmWMl TrvPT01R RmNNdv TI+Vram9. 1•d1F RMmpdv AopTOaR l ata]T6 L 1pd LwfiY IdaN Lov¢mM10, aMd1PvaNm'mAau CIE.bs €LurBm a$ � d agggg Fgy k � � i p 11 8 11 1 it 3 gayp�p "e& 1511,11 ppilil @� eF vaa ® naa IN +Yu w 1mo Im lai im Imo We me +Ws We 1me W] lane an We pm +Wv N) ml w IWv fin eae eez IWe an 6a> am Wvv T. m Nb mp w +sap 4n ta1 w 1192 NB W9 SW +m) Im mo w tme am W.ii w E, w We w Wa am Wr SW mo m 4a4 WI Ho am Ao w m W6mN Imr w tl4e sm We am Hv m mt I.m Ws >M eu 46 "a m W.6 Ia -eu an eve Im Wo aW av Im W.o see sao am eaa am AI a9s mp m I00 Aa - ]tR ® ep9 m eta 4m Al m WA 4p0 mp ala O.9 Im el.B am Oar 100 W.a N4 a3e 4m I. ae n¢ 1U, ef.e a11 ?ai Iap a1.B N] NN ei4 Sl.v MI 51,¢ amIU ZV 6+.a ]61 %9 III 109 Yi 2l¢ Jm 6i0 Y1 8L1 SG 410 am Sep 981 b5 a5) 9] 4,, 10! S WF W] a31 ®.9 9a 4aB 211 A¢ 2N 999 Y!! aB Hf ]).1 2N 28B EI AS 2 T21 ]W a.! 90 n1 1W AI mp tee 3N 514 AO Wn 6Y1 'tl4 mA 8] NB 9I I9a aN M4 291 m 3l1 3fe AO m a1.8 215 n4 ]m 94e atl 1A6 m '9S0 •Ho Ini m V..r 9H NB M 27.7 M WF Ke ia5 40.0 9p m0 aW 421 ID fm nI a5) m TE ]).e a4 al +m H9 a3 IIa 258 10 a3B 25 n5 16! Iflp T6 ni m taB Tb '10.] w 119 95 tae tm tta m 169 tr0 nF see ffi0 xie 9¢ 3m erS ma 1m I-"na ae0 9H m azi W.2 +n W,a am ae +av m iW n.p am Ia.r 1m zmIN ml +m ne 3m 1e.i I03 Im m +¢e sN va mx 1ne Ise r6F ]fl3 +W no IW ae 1n n1 +m ma for ap m. +v +W 1si +m ur +m fn1 1W u2 . me 1W tte +N 1e2 1sa ml Im +AI IW +W w tap NF the m No m ISI 1N I41 fm WF 183 m ne to TABLE 2B pncM1arGe Sinevab: 3h Pmiale —Type Ne•Fk0ltloLn Y4'E4a1]'rom ac Tahk 65 3.Sa Cmc. NdW GMI RIIee CMJ P1lWl NeW y1P am W'65 Ebo YICEko 1/1. 99 Fko Y1p Sktl Y138Vtl !I]6mY fie, y10'Em Urmro� IM EIaoUWm [,yfu laenm /gm6Yol Bnr IL51 YW+'(Gf1 6w(G51 Abhor Cuppavama F OJe Ps9Kem1 FmhenWil ml 3Am1om®4.I5•MN.O.C/9lamiewOAel Op C'q.W INPMn®1.ISNN.QG/BfuWeWMm10P 66II 4 NraPeBYmvoG/Q1315Npb WW/IFp.a 3Amhn OaN'IAQCIIWIp, YIo.nSA]ea fFp.4Y IAm1mIF9b1Fa.5j 3)nWm®I.ISNF.0.fJFOpIPp SY 1' wr ]W IW IWm lmp WA Imm 31ab ]-V! w4• ]W We lW 6e Imm WA 1Wm >Ub .P UST 4Wb WA 6mb WA 'QSb WA 21? lar Wm WA 1]WW WA N!b WA YIT Y IGIb WA IWSb WA 5r3b WA 1' 1-IH- 31pbe WA Np Ne WA LnSm WA DI? 14N' 3W Iee ]W Ne SW pa WA IIOm Imm 1• 41/f mS We NIA WA WA n/lae WA 3�VY 1.+N' IIO W1 NIA iWb WA Tam WA S 1-Ulf ]WA WA iN IM WA I.. WA 11T 14/C C&A WA emm WA N]m WA T T W6 WA Imam WA emm WA atl' 1.LY N16e W3 Pe m3 be WA 17OW Nlm 0.N 112' Nam aealN mflm WA Lllm a]N• wfie Smb I'm. ttmm 115Pe >e0be M. Nam NOTE: FOR THE OFFSET CLIP, USE IHE SAWE nn�n�n rnl nw w.u.+.r....,.,..»�•-�� •• PRODUCT REVISED u PompbinB Y91N Ne Florida SEIM., Cod NOA.NP, 17-0630.01 Gpinupe oat. DSMS/2O21 FIGURE I: FIGURS2 TABLE NOTES: ® 1 SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATON ON LOADING, 1 1.000 r © SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MINOR OPENNG WIDTHS LSALLOWABLE FiGIIRE� SEEHEETT21.23. ONAND MUWON CLIPS EFIEU FOLLOWING SHOWN DIMENSIONAL RESIRICTNIN3 SHOWN ON SHEETS 21-23. DRILLED IN THE FIELD LOWARE NG DIM SCALE.FORRESTRICTIONS 200°' tact ltl]I// A apN,.......,. `•�`;'�yOENgE' ® � ® HOLES TO BE HOLES E UCCA APPROXIMATE HOLE FIGURES SHOW SUGGESTED, APPRO%IMATE HOLE LOCATIONS. L � • ANGLE CLIN MUST BE USED N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SOI SPECIFICATIONS HOLLOW AND OR01fT-FLLLED CONCRETE BLOCK UNIT(CMU) SHALLCONFORMTOAS)M C9 WOODSHALLBEPRESSURE-TREATED 3T5' _ —*: No. 58705 FIGUREC FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6 TS AND BE A MWPAUM OF JW STU03 TO BEAMNIMUM GRADE WAND.945? THICK(IS GAUGE). STRUCTURAL STEELTO BEAT 1•XT%9TSMULU0N ' -D- � � THICK STEEL THET.125' AL pK AND 6. ALLA ANCHORSINTO METAL B HALL, I"B.. LEAST 35LREN/THREAD9 BEYOND THEMTERIAIICKAND2ANC RB INTO WOOD MAY HALL E DATLOR 4103,6. �� , •., ATE F ;� Atsc RORIOP•. °aurNurodoRasav '133HS SIHl S3°JNVHO ON LL16N9 IXSMOS�21w O Ll/6Z/S0 I)iSMOSudI sat° v �wm w .m :mo ae r.s,.10 mm° aewmo ti m `� P . 04 q ••' a Z p L 21f00E9 V1N tl/N w ° ^ 13 u° ��'...... S03dS l�f1W SLE' X 5L'6 X ry` JAY SNOIllf1W 38fll WflNlWflltllNV1SIS32tlOVdWI 4o <sa 031�a3S3tl 518T '3NI'SRR SIINN1Wd 47OMDIHAd00 Y m �Z"•� m4; Q}LL c gg z O E [ono o�amo'y r�—n� x S2 r _ 0'6 5g'.3o�0 F Rip I�l 5-3 2�t97 x ro 3uoyo° az i wa N3 HUI i trr . mw 9$ Nye W p� ° ¢ �z dz 2 3 43N-WUGImO FOSm?°i G ° o jOr I° as9 Cy 002 3o w34 �2 ° p3 m N�j1 2�2�0 �z®y m gym Zmi 4a�mi-rv¢ 2 WN� g OON fp3m_y wy ul 3m We `�zoY1-� m U �yy mi¢ aC.FF F • • • • e • 6 0 W • 6 5 'd u • 8 w � m W • y N • o O yW W LL 5 2 N -IN RJR � A f�wsS+u A A A A A g n"9 om��w �"<d C9iAAp-P. i U I.mwrmaa$�%$a%$rs3% R�aamr - _ tt ry .wa., morn _ �9 forma w°Irw � S H R S x R 5 .� i Iw°°•rmu 2 8 iP 4r�amwrc td E� w 2 $ P F & P d Y• ag �� R%eID'I WYI S _ a'� Rvw+n�n�� tla4G9 YEA q _ Erm, 2 A Me.avni+n s �� RmWj w9�q m^ 4. - .. i m '� A a a "ln H "_ ^ N RY rdJ4NV all g % 9F ® a Rm�mQ.,n R �PlaryE 38ez RyWj m�pryy � k d� a= ffi R .: 5 ffi A a a - o aN fw°°°��aa%�a%.Aa%%aF 5 Q91W1 wtnkomra __ a®okxdR e eg� Rpm •J l�wlvN ? All VIE F a s Y R R eF R % O 3iS RWm>oi�Rn C Q 2�� ffi a d 9� F 9 •� S 5' 8 m m S S S b S 6 w mtla® OSAaB AaF^R9a acA a � �1 � VIGVi 11°W F- 8� Haeaaa � �'ea�HHa<ag z g ^y�tl^iim Ski w f>, Nsas<ea S� a ysa H<a< =gyNN�YA303 2 �Sp• S• g a_ a s m$A^�353^3 � ia33383 N 89a<_H� aia9a='Sp a H ba<�a3a3 m ^ t�"b5 A°��3mA3P3 °� y �Aa3A3 a3p a S u '� a r:asaa<aa� BO naafi®=�$k a m •a9e9e<sa g g��a s�av ax�a.�4 h 8� Haeaaa � �'ea�HHa<ag z g ^y�tl^iim Ski w f>, Nsas<ea S� a ysa H<a< =gyNN�YA303 2 �Sp• S• g a_ a s m$A^�353^3 � ia33383 N 89a<_H� aia9a='Sp a H ba<�a3a3 m ^ t�"b5 A°��3mA3P3 °� y �Aa3A3 a3p a S u '� a r:asaa<aa� BO naafi®=�$k a m •a9e9e<sa g g��a s�av ax�a.�4 h azaxeeu'naaix�Pv '133H5 wf[m0L`0I8.j[u�1'mV0¢°3�wk(�Y).az�.11e1 Jj�� SIsHW153JNtl/90P�10#NN L690>Bla 2f INSMOS O INMOSOTf NmZ,+NrOO£9 VINCVIN SO3dS llOW 059'XS4'6XL�g' SNOIllf1W 391L. Wf1Nivm'Tv1NV1SIS3U-l0VdWI aana a sul�rc-nn 'aui's3itusnarvi �a ur¢ o L+�lawm 0a. d OOna C 6 rr p 1 0 p U �urW�Hgg i HSH ilogpNw9�� ¢� x t�5�aw�a�3s �d g�g it 3yy 0 a X NFdN�ZFO¢ 1 w<�Saoats r e M�� 3gNN <� 1912.7 d'a 0 WN VWS O Qp am¢YMSN d y NwNN o o EN g�0'rc Fo IU 29 Z W-9� .29M u zs`o Naa o Sox 8 N�� Z. GJS!5 m 6u. 6Y 2 Ve'W u0 F 93� �opta°oa ¢LLej OVyQ��a QN ao3p.� NVJ W r 00N FWOJFS¢ z N �OF�3Fu�l-.�aF • • w ® • u ® W € O O 16 n • O o a W �_ • ® u • • r z u 2 .c 4No�nn yyy' 8 � a § § � � � Lk Nn•Dn w�o.H ��e_3R"a `s�n."�. $ py f]m as y]oe.a wsry - s F� 9 x� A y =- a Nreroa Wmw 13 e>° [wDpvNey Np.ba spiry �j� IZvwP F 'e � 'a S R a C 7 W 6 �§#§3A§a �� No+]va w"M � � � �" S � 1 � a � F N fup4D e C R� a - � o b (AD wmuutl 9�� A g B� n '� 6� 9 6 r fi� Nawamwn = c .-^. ag e = 8 e SXX � g (W vwan tu].�a nf+w n � � S C � Eli ^. � R �i .S. n ea 39 gm ry o m � a I.el Peab•fl Eli8a s 8 0 qzlz x �. r a ,� w�aw r �a aGR=� F tl=R2Y 9gos61m 0 F n 6 § a ry A N $g NP�.a ar a Z 6 a= 6 2 39(9¶ ]v»a��' 9 eaa"sca6�"a� ry �2 �w P.wP.0 Wara nv v : § e' 5 z § § l 2 3 § A a § k wo�aall 4vea.anwv 3$�3ax§R"a G$ g IZWmI .tpe.W aYOPnfl K _ R � _ 9'iB R = Npe®aw v Np.Waaw�ynD��aasgaaaaaaa NP *a mv+W Nne>aluO]mrvl F - 41du.lOnw F O � W 3 o < a S q��pp�8R8888 ` nes�E dd 6 qo " add ad a gG?id�d3d3 wa �d3^3d3 � W cSd E j yd333�2 s �;ddd<ad� s � o�b�A�E3$34v3� S��3R333a y N 3 � S n = ��pd "�AKF3gA� pEp gBg <d8pp� e ddd<d8¢ {a p J �oj • b®b I- 3 ma>srwrnmaanv �watwmnac¢l-v6omw>m.uapu6ro\mnm - 1'1.aMs HS SIHL nE)NVH0 wON LLLL//66ZWI8D� INXSSMMOOSSOo�ap P f 0 ZO+s E\'\ RUw1 .U* ..1..1.1r.1. 'O��2'ai �...gtl/N wi daroose tl/w SONdS llfW 9-xSZ G'SXL SNOIII(1WW -L vmN1VfMV1NV.LSIS-M-.LOV Wl, 6 FA o d ?.0 o ¢tea r:- 03/.aSS3LSL1MR 'ONVURUSIIONI1 d LLOLOL 911 800 Mmzxa ° Q ZO r `11w 4:: \Zy LL PROF �.• \\ rc$ 1 m LL = is�omo� x w 9 o s 14—A�I m m x � w ¢cxi��n w�zzrc3?'ag n �LLu� p K ZU�3 g0030�0 62 s y 0 =a�m Q a��N 2 N WN �WO� p x m/�G2 i�3y 3 g�g� zyA<�o 4 z O �o§_aagNqayy mm P OF wV?omN �ouW1$ri_I iFF is 80X 37d a w3 pon9� 0 3 aR 8 u�=r5 H —W w�LQ U u F o�qq� zzaam LLg g3= Oz $ e m �V W. n 3 mos_ w9=w-m F rm Zm SLLWB�� w W w 2ww w._ v w -'ZLL �UYF�� 0 0 0 i g � i � $ 4 0 8 w w s j O d u h J o W VF $ N a 0 w 0 a d ��"`�>""">a�ae�sa®�aeAgqaaa pmlawa.a — : s= 8 S a R R R arm+.a�wa ^ o F � Apmua nV+w NNaa �a ¢a Aada��aA q�m 2g Nw.wa eww � e 8 E' qq 3 g (woawdm Nlaadi nvmv S O t �__ a s^ a �� C � S� "mod R R << s /wlww=.a�5n"sa5�'a5d5'a5�n Nnadgmlaw F 9 ^ ^ € c' 4p.ma ®INN $ Im�a.�aae$agm�am��s��aa NPNVRnry 3= ''8 $a (woawm.a�as�aa$"a�3's5a?� �A Iwl ou.ma NR.b>>aPW � � 3aC�� 68R 3.� n as 8' s 39 ILe� �n e w $ir Na.a.a �IT+r �ryI ewww.a:�en£ �$Q a3g R� F �� Np•m0 �n �� R d R � C R" ii � d A9 aam.>pw v�i � R C E 2 A� i�o wP�mair� —� 5&�33�Sa R x "9 s� aplRw>�nT'N R" R 6 Q A F Nmm>nww 443Y d'9 NP•ana�+wn � ss K k °_ 2�� A 6 a 55 J if .R F G ro%+ WevalllnW mJ Q r '" r' ry� 'u �E�88a88ga. =2gob��ae�� nad_tl883Fdq a�yl88S<88 q'd a �,yS,yyhH<e<e< �3�3 $S;a n �93�3�3 a s � 4 F�Sz�3F� 6 y�bpapaa<aa� � ^�a's�3GH� �AFm2a�a3W 2S2 Q ySy aaayy 6 68aa<aa� :3asas�om �y � �1i�66pES6 �bg�-0. JUGJ 00's0 O >i a< 9zNz '133HSSIHISaSNVHOON_ UBN90u] sINSMOS[l x vmiJf . .e ..x LPLL niuy� O LNOZ/90 INSMOSON f s 3 uirc v 3]xt, ]ee •re° a V.,n m o ........... N W 3.m� aTIA��om^tl `/rn4�\o.I[fm�l GC C •` �+ l ��d V Z mOL 21f00E9 1N _ tl1N a.n SO3dS llflW SZL'XbXtm11 kkms j5 n i° `2 "W � oyj7� SNOIllflW 3SnL VMNINnIVINtl1SIS3i1-lOVdWI �;e ° s` � WO o: ZSui O3A1f353H SllAM TItl "JNI'S3M15(IMIIIDd LLQLOIHOIHAdO'] U_SyY c ° 2O'.� ` ( m4CQ 0 5 w� yy i t7 i0 J��w U¢OZ `551 o IN - a Qt, sp994mo� Ov3 �G�Zupo a yJm� ° Oremi6 o 4 zd u`3f o ZZ o o oo odsm m o m 3 y a�22� m oo o � m Qo aC (]OhN e Wy O°$Jm y pp am mine vi v �OZ QO m� aQ �] 2W �SESm x`�i M1JJ KK J F tp U' 2_N E021n d 5m �m 20 ;bV U¢ mf or zW io9 �jje��m 2� W mJItJ ¢y6 �i�m CN ��WS Y=i OwfT UJz � Uq�uF �Wf%�O� 0W g Ur2 LL w mot wo�jL F zm'am Od Zm UQW yOV w �R po zd �N ry .i l-w aHNN a'S IN� LL w r' u ¢� J • 4 • • h � n B m m w w y N U � m LL o o WW LLZ O r o z • e Ia PPA.k - V➢tl5Y �Nn�lwwpss�ag�aaa�_ 4 w \ , ^ 9 s �3 /a+wn °a•w k R k R d® 3� .H t1 Ap+.ao�mw4 ry �? < r a �.i aS3R.3 ,� 8 Nv.a�n� x W R I.W a•�re=u a � R � 9 wpvdq umi¢, ^ R g e� g 8 �n� Im n tl� A ii R e+�.wv § R � £ a �_ 3 S S � �$ 'S � FI 9 y53 y+•a]wnn R n5�fawm�ws@S_8?i3°�a"E:n? WaMO P�PW B yg 25c$9 1 A Nr.m]uo>n m . ° 5 5 L 5 L➢ E S L S S L S S o Zzd Q n �u. gHaaaBga ^gaga��8 3 ��R� Sm ��s aaaaaaaa 9tSk �m�titi$33�R333 "a PP.. Sy LSs-gRagag�"� �n a g;aa A_sR3 aa<a< ��aea gw j �ax3333233 s s;aa§aa<aa $ � -yF33aa�•33� oxeE�g�,aa<gYa<aa" Lq�5�FA.. �m38�3�3� j � _�aa agap6a<U 3 A?S33tl?�.3 e4 g s � aasaa<sa= � •aaaa<aaa u, gak��e°O k� AAsSa Soya 8`��5� 5gm U F0.H®®iry MW LeRpm .e eEGg9:?'s�"z5e b e e b e e b b o w mowmlr � S �� A G 9 s 9 z S m b 4 v m u w u e ''o o e R e e Oevr�GwctlY QQQ�Q P! w $ xvm RpetlN S g Gu'Fp��SsmvEGR.w.a�.l 4 g � � e VIE F s � e: Y 4 G G q ��'ry d P G N e� e a 5 u p a e' o� e 2 "�uwcro 5ygp y b d� c' Eli i s� u ffi u AvrAV Cepmin � o S:oGB��S�ga"sEgggFaR�R�wI �; mtl N L Y� b u b b b c e b e 6 AI�Rm�ry S� g n E' CSI� G�F�a�seacRw�m.l `� s s& v t Y�� o e lN+nm4+an a 4 b " .. N•� .. a e e b e OGUT41 gEq`r Y�d:G€emodGGGG?:R�om'Iw�S� � `0 o w- e 9 a N S a 7 3 °O°Gm r:wM• 6@ w �,nemeeb d s. d s wrtmuw�r s N a b o o e R,In1CMalb b� — apg:�E?�g`"o�ooro°�Nm�" 6 6 y G m m o �$ 9 �rl • m � o yc nl • C w N C • C N w y m m • c c w 9 m g L o A •C y • • m c mm w c m y 2 $'9�Oj'a' Sw` U 0] N ; w 200� cyH =60 6wm o y ym mN y yzi l�'7' pm an� iIoo mTrn o w3mzo n-oE ro wy pO yCC 211O p2 NN 5 m-i go 9 �02, 0 . Tm2 Z Nc mac TFmm �o� m k� y-1 O� C_Ay T� m wN$%F 10 o9-.m °az r o z m i+oF w�a�mwy fiz 0�1 P* D Nby 2 a �IAI NI p y00 w �y 'm6�'y'og8b' EFp 4 0� w Z31 OpA 9 N o;;ti =4g NIv RAN MR � °zRR 2vvM 'a gL'mw0 �i y u�mo p~OOn2 R t Ap 9� g n jK 1 Ayz 69 ogi5 Fg Fx A� z� 7 yA Tin y�pi cp+> g � s g p p a Ex zo mmaog p �S _4 y T 3o oa�a 5 ............ VZ0��w z ',O� °a �n.ec\'RIGM0201]PGT INDUSTRIES, PJC, qLL RIGHTS RESERVED a& 3 uag .a m m'r a a F m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS w ar io �•+ z•< m xvmwn s 1 X 4 X .376 MULL SPECS 2 •.• yJ N q m sma YNRa ?' I+ m N/A N/A 6300JR ita 2 rvm TlV112Y4Ln aex m ";.. . `\ n o o 60 saner. o.u: oeexm ev: esu: wv. n rcM:.i n.>rtA OFFR"* ti . � a N � o J ROSOWSKI OB/29/11 C pn) •eo-Imo r/1I1111111\\ n B J RGSOWSKI 06/19/77 NO CHANGES THIS SHEET. Rffxc of nlmumzse �Z" lim pi tic all! 0 €'c'@s o �Ea�€�eEga• y G m m o �$ 9 �rl • m � o yc nl • C w N C • C N w y m m • c c w 9 m g L o A •C y • • m c mm w c m y 2 $'9�Oj'a' Sw` U 0] N ; w 200� cyH =60 6wm o y ym mN y yzi l�'7' pm an� iIoo mTrn o w3mzo n-oE ro wy pO yCC 211O p2 NN 5 m-i go 9 �02, 0 . Tm2 Z Nc mac TFmm �o� m k� y-1 O� C_Ay T� m wN$%F 10 o9-.m °az r o z m i+oF w�a�mwy fiz 0�1 P* D Nby 2 a �IAI NI p y00 w �y 'm6�'y'og8b' EFp 4 0� w Z31 OpA 9 N o;;ti =4g NIv RAN MR � °zRR 2vvM 'a gL'mw0 �i y u�mo p~OOn2 R t Ap 9� g n jK 1 Ayz 69 ogi5 Fg Fx A� z� 7 yA Tin y�pi cp+> g � s g p p a Ex zo mmaog p �S _4 y T 3o oa�a 5 ............ VZ0��w z ',O� °a �n.ec\'RIGM0201]PGT INDUSTRIES, PJC, qLL RIGHTS RESERVED a& 3 uag .a m m'r a a F m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS w ar io �•+ z•< m xvmwn s 1 X 4 X .376 MULL SPECS 2 •.• yJ N q m sma YNRa ?' I+ m N/A N/A 6300JR ita 2 rvm TlV112Y4Ln aex m ";.. . `\ n o o 60 saner. o.u: oeexm ev: esu: wv. n rcM:.i n.>rtA OFFR"* ti . � a N � o J ROSOWSKI OB/29/11 C pn) •eo-Imo r/1I1111111\\ n B J RGSOWSKI 06/19/77 NO CHANGES THIS SHEET. Rffxc of nlmumzse �Z" lim pi tic all! 0 €'c'@s o �Ea�€�eEga• t➢ $jj `fa®vy �S �StlS Stl 2i yS S G 5xz64 @@•S g Q�rya�9x� W — ; ii>aiaa@� >o F�FM9F��ryry�^'8 �Y£GtEEGY cne 'la3HS SIHI SSEWHO ON W6Ng0 INSMOSc;AL a3�iy',. Os.e :qw fe LlleZl90 ° INSMOSOUf °arcrv%7,vu. v 30; LO10A0"30LO1 c e e Ia �`��Ef�.••"' Z+°ZL .� TJfooeg 6 V!N VIN w; m y N: S VU SO3d5 llf1W 59Z'XSg L'E XSZ'L N �;o q ` n w "%. C<' /�°J` jLL SNOIIlfIW3SfllwnNIWflTl1Ntl151S321-l�VdWlgl 43AL353L Sll141tl 1N ']M'S31L1SIIpNI IDd LLOZm L101tlNdOpa'Z+d !ILrrlllPfto " S z m 0eo$oo�omo� i m� PE. wEd ZZ S 2WO=UU �d f �¢a _ Q�3K$ rc K i�'a 3 o_04�.0 4 y��Wy�apO VV Q 6U p m aopi �� u F yw � 5 0 � wz S p�F 3gwa� N Nx OFN�UW NS 6 Kp� VO�61n N §E rc 23m uui �a ym�a a3��°33�0 go a N �urF6 d QU� x�2 a 3wwm Fl fn G ooww�mn 3 � z�N p 3�0 $��1Itn1 off' 3pm c�zs�mi p z o� �.0 y HMO �r@ m 4'mm mm�pm p0 z pmu H° -qa U x 5 pU� m��3mq ZUr"7 LLw a� so_W�u op.zrc¢�� p m W 2 OJr000 wz 9LL 'a O z�q- ¢ ooy�o h w wj j n �pa�FU bO m r ao n ^sNn v�om�Qa � a ® zd�m3 g U zQ o w 6 ¢ 0 W m 52 Z F fig NWpOyW n e F S ffi C? a §§ �§ 1i� Npwa almb C T�^ gi g F S Q n n? 5 F Nwaonyuy F� R S� 9 ,4- �� a s s �24a.eouw+aF (w)ooa�a a � R "a ?xe� n R � 9 � E 4 a 2 I.auewnda aaeq mw.° 4_® a a S 2 a g� g =„ A 55y°^ a>mc syary F u n s ^. s i x 9 R x F n m a9 m°51 q Ap3�m��aS9 o eaP a..ao yonn_@R Lxi�j s�yuya§� 8 h R 6��3&�!"s3�n�� — ,$ C,4^aY NP.�OW+.I R a amm,� Ce �" €5pg q m ry _ n �l2L eBeHyli $ Qd�Y�33(! sn z88 ^ aa� ox ep ANC �3�35� � 83 �a< 88 �p6p@LH a?�11�3a3� O8 <oH< 6d Lj�?ziES � N S?Bg83gg� B e Lis <_�'<s b w 38sx3 ffi 6 5�994<8a .a $ g0g�83g� ,F La��B�BY e�aascsc 9 U VOV 9 aOs° a ns®' •s Z acazmwrnd°''va'z' '133HS SIH1530NVH0 ON GLl6 L/90 INSMOSgNr ma a aev�c•n wd67uv INSMOSOa+ar o e eau nxvimaau amt m sea +xa u+•w �LL ty �J�J,�.••••• ��i W ZnEI arooes lfIW tl!N tl!N wm `^ r3 rJ° am+s <x aos aws Ia g u tl - 2. ,. Tti N S03dS lOOL'XSZ'E XSZ'L SNOIIlm 38rLL WNNIWrlltl lwlSIS3a•-Lovac �_ = i -r:j �•2� 03AY353tl51HOMTIH�NI'S3all5(WNI.L9d [tOZOLI0IUAd00 V_'-'S e� O', •5��u: cme e ryb;....... OF n o Am i a m S �'iiir� I PR "x.` 9 a T ux L��jx9 A O J02WmU . q0� K Z XfzWF11y¢OS 1�1 hi g 6Jgn Ok 1 a Pggso$$g�om�� m 00 >7 <� ¢o` �¢3j JJ ; - Ee6ZAda Xgz a f it LL�ai p x O0-o x 9 �a ya��ia�aryt$ Q _ OU¢O(I EfJQ¢ M� a �9 2CO.- LL � �� i$20�o 33 c o 0�3 0 ium gqaiv P�6.E4- 0 3 OaZqqZ �o£�99 N � KOa� ��Oo �F 'd Mond v9i$CFH onqe a3wi o J<a a �¢tls o NR '� 6Fi J¢FVW� 0'3' 0.. may F nWpV�Ng000 �x $ JN 9 V0LL FW�`L� N FJaeiwab of o -mrmr--i�s$<O °d oitl $'7 -.0 HWi2Zm F �O F '•NN 4J''13M p 2ao�a <(Pm? 0 p • u • o 0 • u M x Hn $ • • • F r $b patina"• 2 8$ a R a a ^� E_ A`5 So 9 tl R �- = gip Q�npiV .. �s-gym _ azaF;= n o 9 R =� lalmrtma = F a� 4 m� P e�� F _ " m romoaan a ^ 2 �' 3a9 3 E U s� �� NaW awv :• 5 S � R a�➢ .� $ 9 � a a c R: a s Nabwmn a X 3 e R yW wwl tl NW �n F � II tl s �e� N;o�3�i➢399H R� ��k� o 6� Av+%b a+wn 6 a 2c3 cwomn.^.? `a e3=a!¢ as$ac rea+oawv $ R� a s'S? Ills 8 GIs °d aaxnm<anv �"�� ;��: sasses „P�g9�9 ^3:e3�p3 !a §zm and aaA883 'a• 3a RA :N E ��L1.�3$}.3 . ��ga$<�3�3 °g �a<<96aG N �zpYeY 2R Ai9383�3 € R • 4a s �• as- as �"��hAa3�3R3 « s W z �d83�3�3 a<a< ti � sa<sa e 9 a gy�$iLLL �ul �a$�$ �a F =Stldu c'?°tl22 C v Ej�n3 c _ c w t g$5•®v�y® J33HS S1 SRE)tVHjO;N FZq NSMOS%�r "I 118�/9 -k t16749 NsmosoN r ......... w Tom VIN VIN 0i 00 -nnri vzg x sd E x Fz -6 N C, 4.� ISE sotfds SNOIlInw�ion-LiNnNiviniviNvisis3,d -ovdwi �z U�N�VW� 'DWSM�MNIMd LL090��= 0 0 it p X�§ 0 a .52r.�Om N�oa J_ M, 0 0 a X�j �:Oo 0 o — 5 a P_ < A amA A o v a 0. g -Z U 513,1121? g r; E -.J� as I R 2 4 d 4. 4 6;5 Ri —Q�, zj� - - - ;I; - -I- :; w a I . o 02 22 k 2 gjgi 2 jzj�i g 4 Z 911 IMP (ad waa� 7 9 a �Z:;; 2 z ��13 0. 0.20. S�- g SM Z.og M-t;. 19 Eli z - - - - - .0 'o < oz U 0 ag _3 gj�j� aH 0 01- E 4 E E -IR !Ulm a k�mw 9 z _=19 I gj�j;:I-Injm 3 u1sl I In I R g 4, s all, 5 dj� Z - 9 9 Pig g 'Pig F I E 0 a 9 x sis V qW. 0 c > ! ol. 2-tmv -7- Mo. mWe"ay ag I- Im R01 0 k z ,� : Z Wffl� ig ro w c4 to R. 0; �1�141�10 014 �jp t U $a Z� 3 =cm) 64 gp� 0� A Oz o o z n M MrC,2�y 2 q I flH i!1=1-- nj� -I= =1� �1- a, mp Z.'a >0, W.W fl� u 9 0 F 0 A.Mo FMP n i ..—x go Ew d..* 1"", MPYRJGWQ2�TP�INDU JESJNC�NG�SRESE� IMPACT -RESISTANT ALUMINUM TUBE MULLIONS a 125 X 3.94 X.624 MULL SPECS .6 r V. — — M '—L N/A N/A 6300JR L15-2f in J ROSOWSKI 08/29"' o -CHANGES THIS SHEET. i sowsvi .66MO1171NO -0 In m A Ts_- iTm a �V; it 0 Sig Zia 1 Of 151, T911, m z n Mud. 0 SIR �IR 2 F s Zm 2 p g 0 NOR It E 2 ilElg —.0 B _r": ON -au Mu :t 'i RB �z _,� t-� � M. F b o 6 6 �Q �l v g �W 2 -4 8 u'l P 8 3-� 1 5 g Z q I ala ol*Mo 1 0 1 U, *0 �� , � s - I _. . . . o a jm M. Eli z g i I g B12111 a E g g z z K �w lo g Sm M Md. 1z ig s �o z 9 ilO 4 11 t a 9 08 0 -0- . , A, 6��O�g - .0 a 6 6 6 OP X 0 -lilt J� Elm E Ni 0 0 0 0 R 0 5 5 0- 6 4jj m . . . . - W. 1 ..Idv Ax p Nso 22 E g g -ju 11i 1 �11 g mT. �22 R z 5� a. Na :1 am, so, ogg�8 6- F z 0 r�,N z In g.,dY 2 m Do 84 a u % m. > > 0 > % m� - -9 - Z. m 00 0 0 05 > F > � - - E T .O� 5 0 2 0 U z 0 P CDP�IGKOMW PWINDUSMESIWC. �MGWSRBS� 'IMPACT -RESISTANT ALUMINUM TUBE MULLIONS > I. ... 0 Im 6300JR '16. 25 � .C, o V r, Q 2 X 4 X.25 MULL SPrCS i3 r m NIA NIA mo c �n I n, 0 J ROSOWSKI L J �6!30WSKI r'06119/17rNO CHANGES THIS SHEET. MuRLngth A k p a z 7: MPP MUNIMM-5 C. � 4 E — — z 0 2 �c P� .1 0 i i gig i i Olt 0 0 5 g g W g US Rv tit t t t z z 4 00! n W 777 gN §10 N ��M) J�JO Rjj 0 0 B r ON NOM 9 E E r E F, 9 --E N So.� 99911 91 8 W�u H-Um P 0 5 Zn OK ju m 4 - -, 1 M. F, i I lig-liMmIg Nw. Eli i t-- 8-�- .3 Am-� F. 0 om . -.02 '. .5 F !15191� 0 9 9 P P pe4 I . - . m . . R M�� V�sv it S. 3 1 a i j =P-) 2: i t E WM4 H�K�n N -M la vo E !2 rr .0 T; - H - 1 9 - . a .Rm,- , wig iloi$Nln p po =H9 0 Rmo gm 91EI!I�ZI212 2 O�. 2.156M=a Id M� -Z H. 9 = 1 ilul--5 N1�0101= I I I d�) M. MPH 01 . b 0 a R i 5 ME 9 0 o o G b P, 0 I�Ivwlglt del .. mm ....... 088 .... * 2 T El WMIGM02017 PGTNDU�MjNa �M�SR��D 'm Z:o -M.Eo z IMPACT -RESISTANT ALUMINUM TUBE MULLIONS m 2 X 6 X.25 MULL S13ECS 6300JR 11-7a j3 NIA NIA] 2 Iwo 'Mso, p T R. a 0 J ROSOWSKI 08/2911il c A'SKI 1'06119tl7rNO CHANGES THIS sHEE-r. 7L-Zo—:. TABI� 14A Mullon Capaelly Table L�sej OpaningINNIM(forwol aIm Ndieuoady-p-�, lary rr�uloe) Se 70 h so in I 1.w 140h Iwo IlVaMl' urea,m uo"N' To"Tuare I "a"Ou" lordre T.A'a4 ardre o ro, "I Morru Leoov �uu T= v ftoala., I e'dre �ra�o,a loo'ra I Foea,aox Lea, — Urdft R.ar, T�das —r Rroo,are Lurd"; looFDI� Learn, X.125" JMam Too Muff fill 111 111110 fash 14,1 all 42 no 1 0 no I.. Am .1 I.0 1 '3U -!,1 ., -!! S� S arm 'ea. rao au W,l = 614 no M 3 .3 no me 314 a' 1. 1" 314 .6 'ue a- .2 U0 M!. _3114 OHoam, .1 an re. an ore an Ito 11.5 or 2 203 _t, an no .7 an as . r" 26, 5&1 It 642 lo. .6 F111 -4 m? or. .0 - 2a M2 our 116 411 W 2M 11. .5.1 20 -i;l r, .5 X.2 2.7 Vo are .9 -214 75 U4 2-. -T.— 3121 20 11r Z. IIUS 2. .1 Me old me W 77 131�5 �o —1. 77 -TS-5 -7,7 _jT, 2 V or- mo 213 �y nb -T-, -Ru -jT4 -T- 7. -7- 70 2Q, 47 1&0 m aua 1. 1- -7- 711- 112 or 11 Im ;�7 1 1-1ol _11A B1 E 14B I[[[ oueorra, Flo'C'u PT me. "I.Ek.MWEko So Ue Im'u'ru oesm ocrew,05).vempo) .`or� AoeI,.,C1pp.flr.. auff, Morm. 13i ou,E I I I MI. I I TOCUAU� FROUWF TABLE NOTE& 1) SEE SHEET I FCR NSHRUCTK)NS ON MING THE TABI.Es AND SHEET 25 FOR INFORNATION ON LOADING. SdE SHEUS 24 FOR GENISRU%L LNSTAU-ATION METHODS. 2) LINEAR INTIER�ATION BETWEEN M� UINGTHS ANDUR OPMING WOWS IS AUOWMLE FIGURE1: 3) NjU,,ON AN, MMUON WpS SHOWN ME NOT TO SCAI.E. FOR ENACT DWENSIONS, SEE SHEETS 21-23. HO!-ES TO BE DRIU-ED IN THE FIC_C FCUOWING DIMENSIONAi. RESTRIMONS SHOWN ON SHEETS 21-a z In- ANG[-ECLIpmMTsEUSEDwPNRS. 4) SUSSIRKTES; CONCFtM S� CONFOW TO ACI WI SPEUFICATIONS� MO�W AND GROLT-FIU-ED �NC�EOLO�UNtT(CMU)S�C�FOWTO�W�90 WOCOSH�BgPNESSURE`W�AHEC ifLly FIGURES SHOW SUGGEWED, �PROMMTEHOL-5 L�TONS- �OW SOUTHERN PINEWITH AN SO OF 0.55.ALUMINUM S�L BE BffQ-T5AND BEA MININIUM OF.IW THICK. STIED.. STUDS TO BEA MINIMUM GRACE n THICK HOGAUGE), STRUCTURAL STEELM BEAT I"X2.11'X. 12T IdJWON I-EAST.125' THICK AND AM �L ANCHORS INTO MET� SA� EKTEND AT �T 3 SCREW THREADS BEI'OND ([NmGmRNmuuuON) WE WTENIAI- #40 & 012 ANCHORS IWO WOOD MAY BE STSFI- 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complit.mwiffi Me Florida ffundue. NO".. 17-0630.01 ExplemUcto Out. 05MG12021 BY mtruel-OWPtoductconteel NO 68705 AM. )TI P. E- '133HSS1H1S3E)NVHZ) N 0,1 r _2.jW6W% ASMOS9�J.& z. rom VfN a S03dS.11M AVO EJAbU:JC1 UE S �q SNOMnvy 513m V4nNIVin-iVINVJ.SISE'd-J.DV.[VqI 2 0 op og@ A Z11 a I ! I Jan 3 R RJR .6 0 .0 00 -1; 9 010 9 ej§l I I I'M d OZ W"k �So L 0 2 Iq I; I-M Oo W20 12 11 tz 9 a g 2 21213 1 R I gap R'i4m Owt; M cd via a E 9 i a 'N_ 'S' 05. ,-Res W 2 § a z1alz i 9 m . % a zp z �0'2 RT- o AIN " ; I n -Is 9 s E 4 N 5 9 R gee 5 R JBIE 112 a lIRIR AAA 6 MIE Ai A A wfi.nl� J3RHSS1HJLS3SNVHOWNL116W9O NSMOS,�ir M56100 INSMOSMI r .Z ;?z WOOS9 WN_j VIN R ta SDEdS iinvi Avu a5030 9tF f-w r, SNomm 39n.L vynNlWnIV.LNVISIS 7z 3M-.LoVdINI W 2 oz 4�; C.- P14 �11�% W..o MOW' 0 ow g 24 a F 9 als Flelsal=. N 2 led ll, F y a RIF d aIR R � 9 0 1 om R FIE s I i Mo. 8 F3 9F S ME, 1g: (llt �lls Sol 9k L., P �g..w ...6 8 � �'2 IN (lllt� kral M. �02 g . m o Mal oz E gpil ell F, 2 3 ZO 9 -1�1- R AZZ 00 cE 6 0- -Ikj�jilij_a R Mg� a,: 1. 2. 1.0 H i5 R,o MR9 811F kW� 9 D � ! ! ililikkk - A E i Eli gIEI�IRI�IgF - 0 a 9 R R R Rl a I a a 5 R I u 9 00 21 g g �js .1. As lags IV sm P� 95 S F F 'U.1H.W F9 —.120 Z75V 2.11. "W 3,125 100V 2w 2. . 0 1 W SDO' z .375' L _27� t 6J T -T T -X . rx.37rMUMON I'X2.7VX.37VMU1.�N V X 23T X.650- MUWON l'X3.I2VXVMUU.ION l.2vx3.ISVX.25TMULLION l.2WX2.II-XA2VMU-ON w I-X2 X.12FMU�" OW&T6 �m. 606TT6ALuM ENV MWSALt.!M. O�TBALUM, M�TSALUIU, wmmm X,SECTIDN X�E. xsl�rw XSESTQM XSECTION X-SECTION ED So X-SECTON Z 0. 2.12 T - J"L �SECTIW .74W .37V �TE F�P. SEE I MIN. MN MIN. - L MIN. T A A I "Ll? em�Ta� Tol� .37V MN. srmlmRn� Gwa."�M. TOPMEW TOPVIEW ZCENTEROFXNCI� WIT-INTHEDMHED BEIUND�Y. SEE SHEETS!S17FORTHE ANCHORO.0 DIST�EM00QMUU ANCHORWILE D�ANOHDR V�ER.WIW. TABLE B XZESITION -125' .375" MIN `— ZENTERINANCHDRIHOMMUSTLIEWITHINTHE --MH,uSQUM,�Y.SEESH�S&laFOR7VE 011MANCHOR HOI-E DM� ANCHOR 01METER. VtV. Mull mmenElon (shootal PST P.d M.Illm Bid. Clip loffsetalp U�Cllp AASl-CI,p I,x2-x.I2V(5) BEE113M 6MI18M SI 666511M .37� (a) BEDSIDE M114M 6661119M 6662,MM 365612M I'X2.75'X.375'(7) M07 G6SIi5M 61120M 6EESMSM M513M I'X2.7FX.G6W(8) OiT- 6 �116M 112IM %M40M 666514M vXS.125-X.W(q) 665371M (SE1116M 6681114M S66242M 666515M SX (12) !I SWIIM M1117M 6681113M U6241M 666516M "S' X�2.'1'1�;XL 21 (10) 69370 WA WA WA 6FSF17M NOTIES: 1) HOLES TO BE DRILLED IN WE F15M FOIjONNG DIMENSION& RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5,9. 12 & 18 FOR SUGGESTED. �FROMMAIE HOI-E LOCATIONS & ANCHOR D.C. DISTMOE. 3) SEE �$ 24 FOR GENEFAL INST�LABON �M- TABLE A DI..im.W1 V.1u. Q.)j F-1 M-111--: 1.625 I- Xr XA2V Alum1nm T.� Mulw B 2PBS4 0895 D 0.740 A 1.1� V X2' X.37V AluvInurn Tul* MOWS Z404 C 0. D SAW A 1,875 1- XZ76" X .375Ahmi].uS, B 3. 11757 T� Mul,,,, D 1.118 A 1.312 I'X2.?YX '050' AuN,1-- T-t,0 Mulion B IA 3.000 C 0,476 T) omo A zwo 1-X3.12YX .607 At. T�Mufl a Z037 0.810 D 1.137 A 2.625 1.26- X3 IW X.25V �iunn B 3.2W 0.662 Tub. Mull Cc -D 1.702 12V X2.11' A 1.813 .121- At= T� Mul PRODUCT REVISED ...... �Hh fh� F1.9d. WIcH., . . No�.. 17�11630 . Di D.t. 05126f2921 llffizun]�T�" P�..t C..�L No. 587M 12VX3.2WX.lW JlVX3.25-XX24' MULUON MULUON 60�T5A.UM 6005-TISALUM. X-SECTION X-SECTION (ESAYMULUCN 6063-711ALUM X407UON I ---i NOTES: J)HOLESTOBEDRII-LED INTHE FIS.DFOLLOWING DIMENSIONALRESTRICTIONS GIvENONTHISSHEET. 2)SEE SHEETS 10. 11. IS-16, 19 &20 FOR SUGGESTED. NpPNCXJMATE WILE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. — --T V X 4' X.37V -r-MULUON 0063-TMUM. X�SECTJON -1.26W- Fq 3.9� 62 dub" 4 -1 �21E - 1,vrX&WX.&2c MULUON 600�TSALUM X-SECTION I .740- AW [--.Iw MANG CLIP 12V STANDMIDOUP L- UM R� 6053-TUALUM v 2.00E 0' X-SECTION "UP 6061T.A-UML !oJM,TxsALUmL X�SECTION 12Y .12W X-SECTION PR ,mTEH OP�OHOR HOLE MUST LIEWITI IN THE E 377 3.125- C�7F F�P, SEE .. MIN. r- III li-DETALF.SHM4 LI L --- i I : L ------- i i /CENTEROFANO ORHOL 606346AUM TONIIm 375 CENTEROF ANCHORHOUE MUST US "THIN THE DNIXED BOUNDmY.SEE SHEETS lo.i7 FORTHE ANCHORO.C. Mxx,mum ANCHORHOUE ULCLIP 005�TOAILUML TOPVtEW T.EJ E , TARI I� r. 11.0NIT —DF..S.—l..Tv.j.. aST LY ffT 4-1- X4- X 9.� I Tt. MJ F G i. m SAN X.02 X.IjSzO 'EvaW. H I ZOO 1 im 1.438 -3.260 F mBT VWX X& N.J. T.� a -r F 0 I .2XI�.121 = I IS H I 1757 2AW Iwo H I =,,o 1,1ES F 1260 1.2VX3.2V XAW A.I. Tub. M.Ilb� IF 3 `U 0 --Tr— 17610 1.501, F r— 3250 I. HI, EST F.d 9 Multlon SW.cIIP offtelipi U�Iip �Sgl- clip I'X0X.12yT0) 693" mallim U6518M —77FTFj7� w3lom V X,E X.37T 72Y—X32VX.10W�13) I W X3 21- X MO (14) 06083 1SECK1312 101=15 wall2m WHIVM Mail= - emlTw (Twilm 1.2Y X&MI'X.62AE 05)) 0102 65F1117M 60607m —(19) _WN9 —WA amilm 45 D,.. (20) 6em WA lim Wil q PRODUCT REVISED �Hlh th. FW,ld. ND,,,o. 17-0630.01 zx,lnitl�. Diat. 0512SM021 d E No. Sa7oS Mul:Di.enW.. �..ttt) PET Partit lw STMDARDCLIP F1 I Dad�JBALUIC muiil.n 1 sw. Clip I U�llp Argi. Clip IrX6-X.2F(17)1 66604 1 6(58� L660271-11 ou'll X-SECTION .12T 11 HOLES TO BE DRILLED IN THE FIELD rOl-LOWIN0 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 16-17 FOR SUGOESTED�APPROXIMATE HOLE LOWtONS. 3) SEE SHEETS 2.4 FOR GENERVd. NST#�TION METHODS, 5.500" CLTHERETO 3.Wo CuEATEF�P. 1000- 37W SEE DUAL F. 375. MIN. '-SKUFT4 MIN. -------- -- -- -------- 1 4.000' 150" rX4'X.2V MULLION am�Tmum �SECTIONI IL - ------ -- I --- --------- STMOARO C� �.I�.OR.. t MUST LIE 606�UALIJK T. =�. � .250. %7TuNTHEDAlPiEDBOL"DARY.SEE TOFVIEW SHEETS �17FORTHEANCHORO.C. 10 DISTANCE �MUM MCHOR HOLD FuA.�I'.�OR DMETER. IMW. q- rxwx� MULLJOH fw�Tfl Al.um. X-�CTION r �A FMIN. i------------- ----------- - I— ST� CLIF, ws�TaAl-uld. TOP MEW 5 12V 2MANGI.EWP F "-p 1.121 X-SECTION ON al , f, X-SE�TIONI I I t L 125. 2F L il t 0 GOUNDARY.Sm imr. tj�mp 600�T@ ALUM. tISED FOR r X S' MuLLION §HFEr 17 Ll�lc. TOpv,Evv PRODUCT REVISED ...... I= oeith Q. Florida Ouildi., . . ... 117�0630.011 Expiration 09da, �0/2021 By Almnal-Pold. Product Control A. N..513705. �PI-EVSINGUEVERTKIM-MUILION ME BUILDING SuESlffUkTE IS KNOWN TO BE WOOD ON AU- FOUR SIDES. ME WNDOWMAoE DEPTH IS 2.lA%ME OPENING REQUIRESADESIGN PRESSUpiiOF PSF. NOAMDRSNHEN) F- J)Mff�Y�U�GWATAI-WDEMWONISSUffM�.�EUUUZON�N�lS�MD�EG�MGM�M�n.i-.W.�ENCWa��25.�ECOL"U�NG KUMM�W�ING�IUUBEUSM.S��EMUalONTM�SFCRAhIUWON�TISATLMT�MMM�ED�THW2.1/V�WUM�OR�D�UOURED DESIGN PRESSURE OF -0101�.B PSF. IFTHE TABLE DOES NOTWOWTHE EXACTSBE. USETHE NEXT LARGER SIMAVALABLE. m SCi sm FROM TABLE JA, SHEET 7, ME V X VW X.375- MUU10N (LENGTH - 7r, OPENING WIDTH . 701 MEETS ME OEM REQUIRED. HOWEVBRTHE DESIGN PRESSURE IS ��583 PSF AND WOULD FEIIES7RATON PRODUCTS Ls, BRINFI3 NOT BE SUITABLE FOR THIS APPLICATION. RE ARPR.M. �j FROM TABUE,V,SHEET S. THE VX 225- X.65(Y MULUON WOM - 72. OPMWGWIDTH -701HASA DESIGN PRESSURE OF.�TV PSFMICH EXCEEDS ME REQUIREMENTS FORTHEE It OP�INOMOWYBEUSMIN�lS�PU�MON.MO��EM=R�A��WIRMOFMM. NUU,DN UOIGM 2) USE TABLE 48 TO FWD THE "NOR TYPE. MCHCRQU�MDWP�E�QUI�DFORUE�SU��BOV�5 % m m 1"1 1-: ANGILE CLIPSWITH (4)#12 ANCHORSHAMEACAPACITY(IF885 ��OUGHEI�MONE�UMBEUMD.�EST�MPIS�IMTONV�. z SEE DET... 3)VERIFY�SDESIGN PRESSUREOFTHEFENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGNPRESSUM CF NULLIONS 0 SHEETII ApPLYTOTHEOVERALUASSEMBLY. FINALVESIGN PRESSURE REQUIRES MATME BOTH ME MUUIONMD�EnNES�MNPRODUGrBEZNST�ED INACCORDANCENTHWE m to INSTALLATIONSPECIFICAtONS INTO RESPECTIRESUBSTMTeSANDMESMATON PRODUCTS TO MILLION. SIGN PRESSUPEREQUIRS) WAS-j-6D.oPSF.MEOVERAlUMULUON SYSTEM WAS DETERMINEDTO BE THE ANCHOR CAPACITYADJUSTIVENT FORMULA COULD HAVE DEMUSMTO�U�MMEMWOR�AC��QUI�DrOR��DEM��SSUMOFWPSF. w (,Pll)l (ISSUES SITIBLEU (�YDEUSMTOGU�l�010�S�MOMT�48) F7F) z THE BUIUDING SUBSTRATE IS KNOWNTO BE CMU ON THE JAMSSAND USESACONCRETE HEADER AND S]U-. ME WINDOWFRAMEDEPTH IS 2�8-. THE OPENING REOURES A ao iz DESIGN PRESSURE OF�O.W,33-0 PER �PLV Z' MULTIPLE MULLIONS I)MM�Y�UNNNG�TAI-MEMUMIONISSUFM�,�EMUU�M��IS3r.n'.IllOVAND�EOMMNGWMIS3V.W,I--7r.REF�INGS�M. �EMLU"USNGREMMGU�LO�INOS�SSUS�.S��EW�NTM�FORA�LION�TISAT��EWNDOW�gD�OF2�MDWILL MEETOR E)(CEED ME REQUIRED DESIGN PRESSURE OF.M.W-M.0 PSF. IF ME TABLE DOES NOTSHOWTHEID� SIZE.USETHE NEXT LARGM SREAVARABUIL MOMTAFLE3 A, SHEET 7. WE VX 2TVX.37V MULLION BUENGTH - IMOPENING WIDTH - MMEETS THEDEPTH REQUIRED. HOWEVENTHE DESIGN PRESSUREIS -MEI PSF ANDWOUUUNOTBESUITABI-EFORTHISAPPUCATONL FROMTABLE Ilk SHMET 18, ME 2'X 4'X MY MULLION (I.ENGTH - 108'. OPENUNGWIDM - 877) HASA DESIGN PRESSUREOF-1-61.7 PSF MICH FORTHE OPENINGAND MAY BE USED IN THIS APPLICATION. N�ETHEMCHOR CAPACITY REQUIRED OF 971 LBS. BE�USEITIS�WOM�T�EMUWOMWU�02-M�E�OFMEMUL�UNM.�E��U3�OPMNGWD�ISW.3�1217e.NOT7rmPP�OUSLY ASSUMED.VERIFYMATTHE DESIGN PRESSURE 15 Sm.l."PLICABLE FORTHE ADJUSTED MAYBE REDUCED To maINTAIN THE 7r DIMENSION 071 LEE. FOR THE HORIZONTA� MULLIONS: 100 BECAUSE ME WnM MULL WILL BE A 2- X V X.2N' MULLION, IN MIS EXAhIPLE WE WILL MATCH ME HOMONTALAND VEFITIGAL MUILLIONS. ANOMER: MULUO07YPECOULDBECROSEN. ITTHE RIVILION LENGTH 13 3V AND THIS OPENING HEIGHT IS 32-.nlr =106. REFERENCING SHEET 26. THE COLUMN USING LOADING MAY BE USED. PROMTABLE 1M SHEET 16, ME 2- X 4- X 2W MULLIGN (0 LENGTH - 42'. OPENING HECHT - 120.) HAS A DESIGN PRESSURE 0F.MT0.0 P� MICH EXCEEDS ME REQUIREMENTS FOR ME OPENING AND MAY BE USED IN MIS APPLICATION. NOTE ME ANCHOR WACITY REQUIRED OF 521 LBS, 2) USE TABLE 1� TO FIND ME ANCHOR TYPE. ANCHOR QUANTITY MD CLIP TYPE REQUIRED FOR ME CMU SUBSTRATE. IN THIS �UE. ASSUME THE CMU JAMES ME r WIDE. IF ME MILLION CLIP WERE TO BE CENTERED WITHIN THE V, CARE MUST BE TAKEN TO MAINTAIN ME FASTDNERS EDGE DISlIMCE. USING ME V6 ANGILE CLIPS WITH (4) WIW ULMACOW ANCHORS AT AN EDGE D18TMCE OF , G,,BS AN ANCHOR CAPACITY OF = LBS MICH IS GREATER. AND THEREFORE SUITABLE. MR ME REQUIRED ANCHOR CAPACITY OF 521 LBS- Q FOR ME UXUP IN ME HOM,,,TA, M,UUOW TO �TJCAU MULUOK USE ME SAKE MCHORCAPACITY OF 321 USE. TABLE JM FOR THE U-CLIP SHOWS ME ANCHM �A�IS1074WS�USM03M�O�.MIMISGR�WR.��ERUORESUITABLF MRnE�W�MMWW��U��OFUI�� MWORT)(PEISA#I2STEEl.SGREW, FROMTHEABOVE STEFS,OUR MULUON DESIGN PRESSURE M' .I�YPSFFROMMEWRAIMMUIJUJOW; .1.170.0 PSF FROM WE 36' HORIZONTALMULLION ATTACHINGTO CUB; .J.170.0 PEP MOM THE 3VHORGONTAL BULLION ATTACHNOTOTHE MTICN- MUU-ICN (INTERSECTION1 THE LOWEST DESIGN PRESSURE IS �1-64.7 PEP AHD WDUWAPPUYTO ALLOFTHE MULLIONS, �FYTHE DESIGN PRESSURE OF THE FENESTRATION PROCUMS USEDWIM MIS MULLION SYS�THE LOWER MIGN PRESSURE. OF MULLIONSOR FENESTRATION ACCORDANCEIMM ME INSTALLATION SPECIFICATIONS IWO RESPECIT&TA18STRATESAK) FENESMATION PRODUMSTO MUIUCN. PRODUCT REVISIED I I Nh 0. Plait" D ONOTPEV OW]., NOA-N.. 17-04330.01 �plmllon Date 06/2612021 No. M705, 1 K LWAIMLLIA, PE. FL REX U70 im— --1 I, ------ ON I 1904 —ifoopl— 17� 1 POISON I —mil 'in, I LOADlNGOFVER7RCNLMUWCN BILL OF WINDOM NOT AN�ORED rill Oil 91 IN Plo ol I I.OADING OF WMIM MULLION SILCFWINDOWSNOTANCHORED lods Poll loplolm PMEL OF HINGED DOOR IS NCTC�PURED ORANCHORED LDADINGOFVERTIC�MULUON WITH INTERSECTING HORIZONTM- MULLION' , LOADRIGOFHOPIZONTALMUWON WITH INTERSEMING �SRTICAL MILLION LOkDN OFWRTICAL EMMPLES OF �PEZOID�IANGIJ� LOADING'. LOADINGOFHCRVONTN-MULLIOI ,old l.rimooioiit�','l F oo o. LOAClNGOFWRTICA.MUU-CN Ld Z si� < 0 0 SH(DR- 0 �o PROMICT REVISED ...... -fth thF FI.,Id. B.Ildl.9 . F No". 17-0630.Gl Ex&MI.. D.W OW2612024 LEADING OF HORIZONTAkL MU=N B�-W� .. - p - It . I)DRNWINGS� REFESIENTATJONSOFTCPIC� PW CONFIGURINTIONS. CONFIGURATIONSNOTSHOWN MY BE �OLATED FROM THOSE SHJWN. 2) IF THE LO�ING TYPE MKOT LYNII, 0 Pw SEDETERMINED.USE RECTPINGULARLOADING. ............ LTCENS,�*-.��,, 3)SEEPRODUI;TS,�PROV�FOR A�ANCHORLOCATIONS. N.. M705 t 's /ON S: P.E. MILLION FL. P.EAI U705