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Home My WebLink AboutNOASCANNED BY St. Lucie County M IAM I•DADE MIAMI-DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMOUSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTJCX. 0 n CCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive yZLorth Venice, FL 3427, 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 AID (in areas other than Miami Dade County) reserve the right _to_tav_e�is_product_ormaterial tested for quality assurance purposes..If_this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code_ including the High Velocitv Hurricane Zone. 1 DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. I APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, 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 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 niAnFnaoe eouNrr9 Expiration Date: July 30, 2020 e b — .7 Approval Date: November 30, 2017 i/12t111 / Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LW', sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, 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 wi marked -up drawings and mstallation diagr�PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durascal® spacer system, Super Spacer® NXT m spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16. and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 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 aseries 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 08/21114, 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. I S- 9.05 Manuel eP.E. �D Product Coniro finer 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 (cohmNuED) 2. Glazing complies vMh ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL. CERTIFICATIONS (coNTTNuFD) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass InterIayers" 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 InterIayers" 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. S. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows andtDoors" dated 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 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•byProduct 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 =inng on 07/30/20. Man ere P.E. Product Con roll miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 -E-2 PNGXVNAUi \ EXAMPLE FOR ,L 26110'MAX. O.C. MC.. TOP / L 77A-12' MAX FROM HEADER (31M. FORpLL FRAME SEAM WINDOW TYPESI // B'SEESHEETS _._—. 30'MAX. O.C. �12'MM. P.6CE 12'M1V X. SHEETS EQUALLYII / 1]-i/8'AN MAXO.C. SPACED/ J_ ANCHORS PER. TII11 / ABLEBLE9 BH Q 64' G MAX X Q^ 10'MP%. O.C. BUCK HEIGHT PmuuY( — l'/� i�314'MAX. O.C. EQUALLY SPACED _ ANCHORS PER TABLES 941 TABLES NII� A ' &l1 MAX NOANCHORSATSILL L_ ES SE S 54'MAX BUCK WIDTH NOTO SNEE ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION B. SEE BHEET3 W MAX BUCK WIDTH IT MAX �XEDVISIBLE I LI GHl WIDTHI—01�1R�— I tuFF1.1 FIXED VISIBLE —r 0.5EE LIGHT 1R]IB'MAILO.C. SHEETS HEIGHT EQUALLYJ— - 91.7W SPACED / MAX. ANCHORS PER 0 SUCK TABLES 9-11 - '�-" HEIGHT X ^ 10'MNL O.C. �I SA6M 1MAX. O.C. EQUALLY VISIBLE SPACED ANTAUMSOCHORSPER / HEI+HT A iABLE60-11 1 BABH VISIBLE _NOTCHDF F~ LIGMW'DTH SHEET3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR INSULATED GLASS F 2"5 11 ANCHOMGEEXAM%E DESIGN PRESSURE RATING MAX, O.C. '=IMCH-TOP VARIESPERREINFORCEMENT HFADER(SIMES) LEVEL, SEE SHEETS 6-7 / / _ WwDDwttvEsl .(f \% 52.110'MA%. BUCK WIDTH III �- IMPACT RATING LARGEBSMALLMISSILE IMPACT 0.ESISTANT. 10. MAX. mom / FRAME SEAM D. SEE _I r _ SEESHEETS r 889 F' 1-IA' j 30' MAX. O.C. y112' MAX SHEET4 C. SEE r 1 111 1 1T' T 1T�7W MAX. O.C. BzMAX.10'MAXocBGHHEIGHT OO HE-EM 13Y4-MAX O.C. SE r SHEET 1A B-In' �54'MAXBUCKWIDTH {I +-{ NOTcNLWEEP- NOTCH DETADS. _Q—i BUIC K HEIGHT AS SHOWN N �MAX) I sHEET3^«•� ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATUN UP TO ANCHORED THROUGH THE NAIL -FIN ]5'HEIGHT SEE TAB}"S 11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) VELOCITY HURRICANE ZONE IHVHZ} I GENERAL NOTES............. - ...... - .... ._....... ..._-....1 1 APPUGIVRONS IADECOUNTY. USE ONLYI COUNTY APPROVED MASONRY ANCHORS. MATERALS USED FORANCHOR EVALUATIONS WERE SOUTIIE PINE, UNITS RID ANCHOR OPTIONS AN PER ANCHOR E. NCRETEMASONRY UNITS AND CONCRETE WITHMIN. NSI MASONRY INSTALLATION, FLANGES EQUAL LEO'BOX_...3 NST LLATIO MICK TO IX INSTALLATIONS.WOODBUCKSBUCK INSTALLED DIRECLOMIS WOONED THE INSTALLATION, INTEGRAL FIN BJLNPNNEL_.5 R PERLNIT AN SECURED TARE O STRURATE CTURE. PROPERLY TRANSFER LOADSTO THE STRUCTURE. WOOD BUCK DESIGN GREATER. ND2XBIOEREDHEMUSED)SHALL BE T 32XSUCKSARELESS I-IWT THICK OR GREATER. AND 2XER,(EOYVHENUSHITECT STION1 OWING ...............................5 FREORD,(ADANDSECUREDTO THE RESPONSIBILITY OF HE R ARCHITECT OF RECORD, (AOR). IS THE RESPONSIBILITY OF THE ENGINEER, (EDIT)ALL DESIGN PRESSURES ........................................ 8-7 OBEDM MATERIAL BE D ING OR USE LCIENT ACHIEVE MINCO EMBEDMENT. SEALED. TTO ANCHOR QUANTITIES ...................................... 0-10 RESISTANCE OF INSO. AND ISFABLE BEYONOTHE THESE INSTRUCTIONS. S BEYOND THE RWATER TALLATION SHAM BE ONE OTHENGTHRS STPATEIO FORWATER RESISTANCE OFT SEALED. ERALL STRATEGY FOR EXTRUSIONPROFILES................................. 11 TE. USE SHIMS RING APFTHESE RUSH TO THE SUBSTRATE. 41M5 ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFIMNSFERRING APPLIED LOADS. I DAT EACH MCHO REQUIRED ASSEMBLYB PARTS LUST ............._..-......... ..... II-13 ESSURES: DESIGN LOADS BASED ON STRUCTURAL B CYCLE TESTING AND GLASS PER ASTM E1300. CODES ISTANDAROS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDTION DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE (MC), 5TH EDITION ]ADS ARE GAGED ON ALLOWABLE STRESS DESIGN, MD. (RAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN -ASTM E1300.09 2 DESIGN OF THIS PRODUCT. THE L6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CC MACTLMTII OTHER .ANSIJAFBPA NOS-2015 FOR WOOD CONSTRUCTION MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. BUILDING CODE AND TO BE RENEWED BYTHE AUTHORITY HAVWRAIRISMOTION. -ALUMINUM DESIGN MANUAL, ADM 2015 .eIAIRQln.l9 B) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLO A 10) REFERENCES: TEST REPORTS FTL-79M 8 79E6; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGREGATOR NOA; ENERGI WINDOW AND DOOR PROFILES. LTI SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS&ALUMINUM AL 11) APPLICABLE EGRESS REOUIREMEWS TO BE REVIEWED BY BUILDING OFFICIAL. ;\\\ YLYN USER INSTRUCTIONS: 'C?�'L}CENSF'�C(�:� 1) DETERMINE THE SITE SPECIFIC. WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM -TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE I). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN Na. 68I05, _ PRESSURE FROM TABLES S.O. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW I. G a-�. ly . 3�'. T OPENING OBTAINED IN STEP 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFYTHE ANCHORISOBSTRATE WILL MEETREQUIREMEMS FOR YOUR OPENING'S CONDRION FROMTABLES2 OR3.ANDTHATALL MIN. REQUIREMENTS FROM THIS SHEETSETARE MET. A BATED eO •;F(OgIDTA+ \�P i�S G' 5) INSTALLAS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTEMESIGN PRESSURERATINGDETERMINATION ISTHE SAME PROCESS FORALLFRAMETYPES(LGHANNEL,FLANGE. ASmllan'0 % INTEGRALFINOREQUALLEWOX). P.Etl56705 UPDATED TO FBC 2017. - JR 06/06/17 PRODUCT REVISED ulf ft' mx mUw PlvMn tluIIN48 Cade A.aPlenm Nb l7• 0.0>� Ey�eY Hfrnni �e f4NS[I AL NOTES & ELEVATION J ROSOWSKI Pole: HUNG WINDOW INSTALLATION - LM 05/15/15 s.aa soe Pv.uip Na — ;500 NTS 1 OF 13 MD-SH5500-01 B Gies Type -- Descrip0on(Ustedham Extedoro planar) Design Presoak Tabie# 9haet# 5 710'Lemineted 1.O.:1/B'A Exledor Cep+ 711W Air Space 4 S16'Lamoatad;(2)Ulea of118' A Glass wi1h.090' PVB lnodayer 4,5 6 716' LeminaW 1.0.: VIP T Error., Cap +T/iS At, Spec.+5116' Laminated: (2) Lines ofi/B" A GI... with .NO' PVB lntedeyer 96 6 7 71WLaminated 1.0.:WIG' A Exterior Cap +31V Alt Spaoo+WIG' Laminated; (2)Ulea of 118' A G129S Win.000' PVB lntadayer 46 6 71W Laminated LG.: 311V T Exterior Cap WV Air Space +5116-LBmineted;(2)Ursa of 1/0' A Glass ¢Ah.000' PVB lntedeyer 4,6 6 9 7IB'Laminated l.G:118'A Exbdar Cap +7/16'Air Space+6116'UPI (2)Use of 1/8• H Glees wlth.0hY SG lntedeyer 7 7 10 71WIsminoled l.G.:VT TExledar Cep+711V Alr Space+Se,Unarred;(2)Lltw ofl/8' H Glass with.090' SG aledayar 7 7 11 7/B'Lommusal l.G.: 3NS A Exterior Cap+XVMrSpace+S16•Laminated;(2)Ute$OFII' H Glass Wth.WL1• $G blunderer 7 7 12 T/B'Lamination! 1.G.:VVY TExsdorCw+3/8'Alr Space+511V Lorrhated; (2)Utes o(11W H Glass With.030' SG lnladayar 7 7 13 7/r Landral l.G.: 1f6 AExtsiim Cep♦Sffi'Alr Spece+7/16'LemiruteQ R)Utea of Yl6' A Olwa vhh.WP SG tht.fter 8 7 11 171W Laminated l.G.:1I8'TSound., Cap -fil Air Space +711Wlanninated;(2)LBee Of3/IS A Close with.090' SG lntodayeT 8 7 15 1 Fir Laminated l.G.: 311W A Exterior Cap +Ile Air Space N/i6-Leminated;(2) Ulee of S16' A Glass xM .w SG Wedayor 7 7 18 1718P Laminated l.G.: 3116' T Extorter Cap +-1/4'Air Space+7115- Unarmed: (2)Use dwhw A Glen. w11h.0B0' SG lnodayer 7 7 GLASS TYPE I I. 13 ' & 19 MAY NOT BE USEO IN THE HVHZAROVE 30'. MIN, OF 3 NREADS EYONDTHE IETAL UBSTri JNGROUTED , :MW VALUES MY BE USED ORGROt1TED MU ,PPUCATIONS. 1 IJ1Iz X Group InnwLan Anchor ,ne,n,eu,w ran Substrate Mln. Edge Dlaanm MIn. Embedmene E 1 2-1)2' x .131- Common Nall P.T. SONtam Pita (SG=.55) SB' 22116- 210 Wrgehar& Rooting Net P.T. SOUoem Vim (SG=.55) 318' 2.7116' F #10 TlmsheeO EMS (steel, 1" S.S. ar410 S.S.) P.T. Soullem Pine ISG=.55) 112" 1-we" -MIN. Aluminum, 6003-T5' 318" 0.050' Sta.) Stud, GI. 33' SB" O11451' (18 GoJ Steal, A3B' SB' 0.050' #12SMS (steel, 18-8 S.S. Or410 S.S.) P.T. Southla Southern Pl(SG=.55) S10' 1-318" THRE1 BEY01 Aluminum808}TS' SB' 0.083" SIaN SIW, Gr. 33' Ste SB' 0.050' METAI SIS.I, A36' 318' 0.050' Fmmo Glow Fmme Frame Types Options ConBna Shapes Installation Options that may be used (we RB B) (we Table 1) (we FIB A) (we FIB C) ....into 2%Wood Fmme/Buclofdp - shoat 3, option 1 F(42)e 5.16 Equal -Lila, Odei/ProNew & Counts Sp.WRecl., Aah-Top& ReCus-Top Ram Nihe°m.ap ... AAmuphnl%Busk tllP into Concrete/CMU-sheet 3, optlan3 ....into Metal - shoat 3. option 4 ....Into 2%Wood Freme/Bucbtdp-sheet 3, option 1 Gast Equal-Lag5-16 (44)8lapeg. (#4) Equstu.' OdNJPlm Swse/Reo1., Arch-Top& RetBue-Top Thmunh the tiame of the window...... .... Into CaleretoCMU-shoat 3, option2 .... thleugh l% Bucksldp Into ConcreleADMU- shoal 3, option ....tab Mete - street 3, Option4 !Channel #1) 5-B EauaWle. 04eBPmuew 'Cot go Sca.ra ed., Arah-Top8 Kerins -Tap Thmugh the mail In..-.. ai lIn..-.. Thmu9h thefiance""Into of me win0ow..........Ino ....into 2%Wood FmmalBuckship - sheet 4, option 5 ....Into M.tel - sheet 4, op0on7 2% Wood Fmma/BuckeMp-sheet 4, notion he Metal -set 4, pton B Iniwml Fin (q3) 5-B Eau nl h`, OddfiPmAew & Core, Sauere/ReaL, Amh-Tap& Radius -Top Through the intense! fin...... ....Into D(Waod Fleme/Buckstdp -sheet 4, option 5 I.I. Mount •.heel4, optim 7 Through the flame of the window........:.inlo ....InW M Wood Frama/Bucketflp.6 set 4, oplim 6 Meted -shoat 4, oplim 0 EOUNAL-l1TE OTRNI/EL COTTAGE � —e-IBUCK`MOTH fill --IBUCKWIDTHI--+{BUCKWIDTHI�- s? M �/ �RECTANGUL4R m � w RADIUS -TOP � anM T � H WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVEU. SHAPES M4Y BE USED BY INSCRIBING THE SHAPE IN.ABL.00KAND OBTAINING DESIGN PRESSURES' AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. No. 58705 '-; _ U �� -'D �A0, •70'0 1070TECHNOLAOYDRIM N.VENICE.R.31275 53 TEO' : (iw1}/Bo-leoo' OTHE ' F '•- ORIDP, V�� mPyga 02017 >,`SS/ E�v� RATE. 111,0IN11AL T,4 A. LYNNMILLtµ1 P.E. rmaax9lean.MC. N Rxsfmaal CERT. OF AUDi. 1129296 P.E.058705 CFC O �( O r}( J-CHANNELELF-, I'NTEG�'2jIRMLIFIIR- N• rKv Materiel Min. Fr I Min. Fa Blasi Screw 92 F¢I 120Ikel 168Somw 60 kSl 15 ksl 410Screw 90 Iasi 110ke1 Eko ANR,Gelo,S 57 Mai BE k.1 Else UltreCor@ 410 SS Eko CRteFlex& 155 kal 127.4 all 177ke1 1617 ke1 606}Ty A.I. 16last 22ks1 A36Stee1 >O MeI EBlasi Or. 33 Stwl Stud 33 ke1 9-M ANCHORS RE -GROUPED. - JR - 06/06/17 'A• = ANNEALED 'H' = HEAT STRENGTHENED T=TEMPERED 1PVB'=.000'TR0SIFOL0PVB BYKURARAYAMERICA WC. SG'= .090-SENTRYGIlS® INTERIAYER BYINRARAY AMERICAINC. PRODUCTREVISM Lmmd11A0wid, dv F7arMa Gw14m0 Cadc AePgn n m Na) 7-a53o.T _ tale �!pvi B rw Deeeprod¢al ANCHORS/FRAME OPTIONS J ROSOWSKI HUNG WINDOW INSTALLATION - LM O5/15115 Stale: SMet times, No. Rev 500 NTS 1 2 OF 13 1 MDSH5500-01 I R I NJ 1 ALLA I IUN UC I AI LO r V K f-LAMV M MW MW UAL-Lmv Dv^ F I Ivll Q INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION I DIRECTLY INTO CONCRETEOMU. SUCKSTRIP INTO CONCRETEIOMU, OPTION EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHORED THROUGH 1 EMBEDMENT FRAME INTO V MOD 114'MAX SHIM 16 1/4'MAX SHIM -4� r- FRAME OR SUCKSTRIP, 81 SEENOTE2,THISSHEET. EMBEDMENT ASH 17 EDGE j EDGE 18 IGHT WWIDTH DTH Q OIGTANCE FLANGE FRAME �I- DISTANCE SHOWN 44 BAIANCE _ TYPE VARIES TYP.ANCHOR �SHIMAX TYP. WHCH EBTYPE, 42 WIDI SASH c TYPE. SHIM EMBEOMENTANO WEIGHT 54 EMBEDMENT 2 TYP.ANCHORTYPE EDGE Q 30 AND EDGE EMBEDMEMANDEDGE DISTANCE PER I �, 31 DISTANCE PEI O DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE. 18 EXTERIOR TABLE 2. SHEET2. SEE TABLE 2, SHEET 2. • "', TEROR B] ' DISTANCE SEEET2LE2 / -TI FORALLWINDOWS: - _ FIXED VISIBLE 4 -F— FIXED 18 20 IOFT. SASH TOP FLANGE --t UGHTWIOTH EOUAI NSIBLE LIFT RAIL FRAME 2 BUCK WIDTH LEWOX LIGHT NOTES: SHOWN FRAME HEIGHT 1ANCHOR@3b5' HORIZONTAL SECTION A -A SHOWN L 49 48 FROM END AND AT 1)USE ONLY 21 CEMER, SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, 22 RWINOWR36OOWS SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FED COMPLIAMALUMINUMTEM FRAMING OR STEEL STUD. 72 OVER 36'WIDE: A ISTANCE LIMITS EDGE D. M 0 AODADDRIONAL MAV BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS ®1831B' INSTALLATION MAYBEUSE 14 45 46 47 35 FROM ENO. BE USED ONAMSIDE OFTHE FORWINUOWSWITH WINDOW. 1/4-MAX. O BOTTOM LOCKS: SHIM B10 OR 012 STEEL ,I 1� 1/4-MAX. BUCK EO O T6 ADDADURIONAL 2) MASONRY ANCHORS MAY BE SELF-DRILUNG SHIM HEIGHT SCREWS ®3-w USED INTO WOOD AS PER TABLE 2. EMS(05). SEE SHEET 2. ALLWOOD BUCKS LESS TABLE2 _ BS 30 -r FROM END. THAN 1.1a' THICK ARE TO BE SMEET 2. SASH CONSIDERED IX INSTALLATIONS. IX EXTERIOR VISIBLE • WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED OIREGTLVTOlow E IIR�pI HEIGHT SUBSTRATE. WOOD BUCKS L,3V BB 78 ORDEPICTEDGREATER. AS 2X ARE 1. BUCKS OPT J^ USE EITHER (MENU USED) SHALL EDESIGN /—I LATCH OR (MENNUERLY TALLREDESIGNED L� (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE a EOVAL INTERIOR 31 'TESTEDUNIT THE STRUCTURE. WOOD BUCK FRAME �] LEGIBOX WEEP LOCATION: 6SIB' DESIGN AND INSTALLATION IS THE SHOWN �I /�o FRAME NOTCHES AT 6p FROM SASH END. RESPONSIBILITY OF THE ENGINEER U SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR e 88 3)MSIGLEUGHTWIDTHORHEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TOM DAYLIGHT OPTION4 V OPTION4 PRODDCT nVIS® 67 OPENING) IS MEASURED FROM gryCHORED THROUGH PNCHOREOIHROUGH ®aanl2]08wWIBa F1aRMA �'1/4'MAX SHIM BEADING TO BEADING. BaBd'i"C 'K FDAAME SHOWN �,—,� 1 \11111111I FRAME INTO METPI. o�MM. FRAME METAL pm No fi-.�a�4O �4.,n0 rm DrtcG�L ZrX EEPH 25' W/CEOVER® 36 OLE EACH END. . VERTICAL SECTION B-B NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRPME SILLS VISIBLE LIGHT FORMULAS WIDTH @BASH: BULK WIDTH -&12" ® FIXED LITE: BUCK WIDTH-43I8" HEIGHTEQUAL-LITE)(C BUCKHEIGWM-116116' ' �1 :' Vra•.aF :•!F i Q'• NB 68]OS '-*: # - /� �-O 'C� 'A •, � I7-•f4G �O�•. bT IE OF (O. ':Ff OflIDP•.+' \?: .......S�ONAL �NG`V ]ff1111111\t\\\ PEA5010.6 `:J ® Bemlptlon: FLANGE&EQUAL-LEG/BOX FRAMES prom By J ROSOWSKI t0i0 TECHNOLWYORIVE N.VENICE,FL34275 (Mimmi800 ammre0emia FOTW1191BE9.WG 0' SINGLE HUNG WINDOW INSTALLATION - LM Rota: 05/15/15 Batlee �ptltl: SH-5500 Scvb: NTS SAaet 30F13 6palnp Nx MD-SH5500-01 Ran. B CERT.OFAUIH.52B280 a INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION a INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2K ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE INTOEWOOOFRAMEOR I�—EDGE DISTANCE ANCHORED THROUGH INTEGRAL Fes- EMBEOMEM NOTE 2, THIS SHEET. SUCKSTRIP. SEE NOTE 2,T1193HEET. FIN INTO 2X WOOD FRAME OR O 114-MAX SHIM 114- MAX SHIM BUCK. STRIP. SEE NOTE 2, THIS EUOE DISTANCE 18 SHEET. TYP.ANCHORTYPE, 1] SASH VISIBLE J,CHMNEL EMBEOMENTAND EDGE 11� 18 LIGHTWIDTH IYI�C pftµE I DISTANCEPERSUBSTHATE. IU9 ' U SHOWN 1 SEE TABLE (SCR 2, SHEET N) ZIWEG� MBEDMENT (SCREW SHOWN) 44 BALANCE _ �O TYPE VARIES OO UP MAX SHIM 42 WITH SASH EDGE WEIGHT b4 300 TYP. DMANCHORTTYPE. DISTANCE 1 EMBEOMENTR ER SUBSTRATE 31 DISTANO I� SEETACE 3,SHEESTRATE, J_ Q �1 IIJ SEE TABLE 3, SHEET 2. EXTERIOR 8] TYP.DMENT lYFF E 18 (NAIL SHOWN) n FIEMBEDMENTAND SUBSTRATE. O o FIXED VISIBLE V 3 FIN DISTANCESEETABL PERSUBSTRATE. FIXED 19 201 OPT. SASH TOP LIGHT WIDTH FRAME SEETABLENSHEET 2. J CHANNEL SHOWN NALSHOWN) VISIBLE MFT RAIL FRAME LIGHT FOR ALLWINDOWS: NOTES: SHOWN HEIGHT BUCK WIDTH L— 1 ANCHOR A 3.56' 48 4B FROM ENDANDAT 1)USEONLV HORIZONTAL SECTION C-C SUBSTRATE -APPROPRIATE 2221 OO CENTER. ANCHORS LISTEDONTABLE32S3 OVERYDJTIOE: AOF ND EDGE WEST 2. FOLLOW EMBEDMENT 114'SHI DAOEAPPROAfEDTIM MULLIORHOIZONTA. SEE ANT SUESIMTNUMSTEELER.TABOOSS3, SKEE D. ]2 0 SZD CREWSITII AND INSTALLATION OPTION SHOWN SHIM MAYBE VERTCAL OR HORIZONTAL GEE SUBSTRATE PROPERTIES, TABlE5283, SHEEP2. SCREWS ®183IB' BE ANY GROWN MAY 46 46 4] BE USED ON ANY SIDE OFTHE 14 35 FROM ENo. ` FORWINDOWSWITH WINDOW' BUCK M BOTTOM LOCKS: p10 SELF M1ILLING L... SHI114- M.%. HEIGHT 50 O 18 PDO AODRIONAL USED INTO ANCHORS DASPE TBE SELF DRILLING I SHIM SCREWS®833' USED INTO WOOD AS PERTPBLE 2, Sl45 SHEET2.ALL WOODSUCKSLESS TABLES 263. B5 30 FROM END: THAN 1.12'IHICKPAE TO BE SHEET2. o SASH CONSIDERED 1%P1STAlLATONS. EXTERIOR VISIBLE 1XWOODBUCKSAREOPRONALIF LIGHT UNITIS INSTALLED DIRECRYTO USE EITHER HEIGHT SUBSTRATE. W000 BUCKS LATCH(SHOWN)DEPICTED AS 2X ARE 1 aQ' THICK y LOOK BOTTOM 86 L (W GREATER. HALL. E �.1 L� OPT. B5 TESTED UNITS). (WHENUSED) ERLY TALL BEDESIGNED LOADS FINANDtt1R 83 LOCATION: N: TOPROPERLYTRRE.' LOAp3 (2) P 81 30 a FLANGE REMOVED LROM SASH o INTERIOR 31 TO THE GTRUCTURE. WOOD BUCK IN -FIELD FROM SASH ENO. WEEP DESIGN AND INSTALLATION IS ME NOTCHESAT 60 II RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o EACH ENO. II NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN \Ill REQUIRED IN FRAME)EXTERIOR INSTALLATION 7 GILLS IF ANCHORING r 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. f (ALSO REFERRED TO AS DAYLIGHT OPTION OPTIONS vROOUCTRSVIffiD 1/4'MAX OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO METAL 'S mmgyfn¢ Um Fk% INTEGRALFIN SHIM BEADING TO BEROING. \\%%011IIII,AA INTEGRAL FIN INTO hffTAL (INTEGRAL FINIFLANGE REMOVED) nuiM'v�g Cua> 1 A— p.,ea I7 prj FRATESHOWN o G FMsM: E 'nDae 3f• X IYSWEEPHOLE 1 J `'�ULENS �JX( 4% lHYJ FROM EACH ENo. VISIBLE LIGHT FORMULAS ND.58705 TYP.ANCHORTYPE, EMBEDMENT AND EDGE EDGE DISTANCE WIDTH _-O a * O DIH�p ey DISTANCE PER SUBSTRATE. SASH: BUCK WIDTH -6.112' �A I WTCHFIIav SEE TABLE 3, SHEET 2. —.1 EMBEDMENT ® FIXED LITE: BUCK WIDTH -4-316- %O STATED •�� 1010 TECHNOLOGY LSRNE J-CHANNEL& INTEGRAL FIN FRAMES JROSOWSKI (SCREWSHOWNI 2!]1 N. VENICE. FL34276'� HEIGHT (EQUAL-LTTE) ',4Ci5 '•ZORIDA,:'GNC�� (�1}a�,18W Tifls• Wla: INSTALLATION OPTION 5 VERTICAL SECTION D•D BUCKHEIGHT2-3-1N16' 'v�AiS1ONAL e, \,,-,,,,,, SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ANCHOREDTHROUGHINTEPI 7jIIIIII,1\\1\\\ FOTIMNI9,RF$ING h,IseN�^I: Scoq' SAVE pmly Na Rmg. IWO EWOOD FRAME OR BUCK- A. LYNN MILLER, P.E. Aumrv,rsue'NmV SH-5500 NTS 40F 13 MD -SH5500-01 STRIP. SEE NOTE 2, THIS SHEET. P.E968705 CERT.OFAUTLINI290 A, -�{ 718'NO716"NOM. 5/16 H/ S - ,Q H G 5/16"A/APVB 5/18"A/A PVB 5/16'A/APVB 5/16 A/ PVB— 7/18°AIRSPACE 7/16"AIRSPACE 3/8"AIRSPACE 318"AIRSPACE 7/16"AIRSPACE 1/8' A GLASS 1/8" T GLASS 3/16" A GLASS 3/16" T_ GLASS 1/8" A GLASB aEKTEMOR aEXTERIOR aEMERIM d.EXTERIOR G]EKTERIOfi 'El- 679 TbiB 188T618 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 r 718' NOM. --1 7/8' NOM. I-=- 7R' N7M' NOM, 718' NOM. 6/16" H/H SO 5116" H/H SG 5/16" H/H SG 7/i6" A1A G I MW A/A SG 7/16'AIRSPACE 3/8"AIRSPACE 3/8"AIRSPACE 5/16'•AIR PACE 5/16"AIR SPACE 1/8" T GLASS 3/16" A GLASS 3/16" T GLA55 1/8" A GLASS 18" T GLASS aEXTERIOR aEXTERIOR aEXIERIOR EXTERIOR i, OEMMOR biB T6T9 T&TB • i&TB T6'T9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 ]/B-NO-NOM. 7/16"A/ASG I 7/16"A/A SG 1XNOM.GUSS GLASSTYPES9THROUcn 1/4"AIRSPACE 1/4"AIRSPACE WITH J-CHPNNELOR ]&79 BITE TYP. ' 1BMAY NOTEE USED 3/16"A GLASS 3/18°TGLASS 72 74 •JNTEGRAL FIN FRAMES aEXTERIOR aE%TERIOR ' 31 'GLASS TYPES 5.7.9.11.13 gq,gq 7&ID 8 LSMAYNOT.EUSEDIN EXTERIOR )5 • THE NVTRABOVE 3W.. PRODUCTREVISED a GLASS TYPE 15 GLASS TYPE 16 �Ied C1 �.,mwB�e, p 1111 r1r Attep,wro'N°f7 fl•�J 38 3G ` a ienw�Ume a/jlYjfl aM By N.58705 GLAZING NOTES: A'=ANNEALED --0 :, �' [ BeacHPlion: down BY TYP. GLAZING DETAIL 'H'=HEAT STRENGTHENED =73 ••, I .• 0: 1070TECHNOLOOYMM! GLAZING DETAILS J ROSOWSKI T=TEMPERED 10 .. ST�THp .'•�/. N.VENICE, FL34gI6 .PVB'=.WD'TROSIFOL®PVB BY KURARAY AMERICA, INC. T e 47- RHs. Dor° 'SW..098'SENTRYGLABDBY KURARAYAMERICA. INC. �, �s /�RIOP,.' �� (MI)480.1600 Sj r, a SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FOR LAMINATED GLA71NG COMPONENTS. SEE TABLE I, SHEET 3. 71O�NAL1p11J�`` p,Tip•ByiREg,IHC. SBu18w7R6w n ScS®H T5C0OMA LYN MILLER P. Smrxq Ne. 0-01 A. RaBe CERT..,AUTH..,. JAMB TAB 4- +. r5we Dmlon P...., W01? Cc'.. .o-so.0 NIn4 Ual RI p+A Mlbu'1+nll eeal SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. I HEADER MEETINGRAIL I IF I(1�I�II 1LS SECTION DETAIL FOR WINDOWS WITH LEVEL RI REINFORCEMENT & GLASS TYPES 5, 6,7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ]) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3)FORSIZESNOTSHOWN,ROUNO UPTOTHENE AVAILABLEWIDTHORHEIGHTDIMENSIONSHDWN ON THE TABLE. j •�>rw B u °°b"s^n ManbpLn epvnm.+ aBBB=•n / aMIM/d wm+pl Deagn vroaslm,mam' wlnJ+. um s51a lWlnl. .I.A• 61MN WIq• ulv.Ise10 e10 .m0 •mo a0.0 xi EWHIb 1LW1 •mA .InO m+NWPmAw 11.9r1.11 %1 •O40 -m0 MSA .1a0 r+'MI a.5n.91m +pno .m0 •mA .1no v.•I.auap mmn •es0 .m8 .mA -1no m.Ts Eputlb au n.s.mT •61 -In. o •innno sbtleEPWe. IAsn.nme wxo o •CO 1. ano 6Mm1 u.5A.asle ..no . xio 1 Am rYYY a.5B5&]1.5I1 w .mo .KGA In. xisn.asM an. ws.B .m0 sHm.B aen.w 5xln.mefe ano H].o aoo Fwub wn.xmo .esa •mo .100 m.B 6Wbn➢u.n+ Imn.xiefe .ma aoo .mo ano 14611.11JIB +oAO m0 •65D m0 6N1m1 11.5rr-1AeiB W0 .m0 •m0 .NO i/+al x%.55A I1 .ino sl.m.amla xis+1->IJm •pso .rao .m0 aa0 Fpx1A. •wa . N 61MONN�+ n.ln.A.51p MSO -m0 .0 •mA 1. -loo mmu. m -rao •..o mmm. Rsle-79o .rao •m.o .ma £ elmm H.SN-uma .mo .rao •eaA ao.B ieb•1 azu.mlx .m0 -rao •mA -Ina slxbeam+% man.., .B+o .mo .mD aoo � EPxla. asn.mple who .mo •xn anB j Nm! mmsn. asn.asle •mo .m0 •eva aop ele+tapPOY. Ivll.nplp laxl.nu s wia •m. .mo -mp •CSo .m➢ aoo .rao Oab1 115111 .51! •e40 .m0 w5➢ ra0 6x1 MI.1M 11.]I1 l •m0 - MSA -10.0 ibMel % ]I1.d1Ig. 0U •O50 -gin 115A -Ta0 SinYOFdlq ]I sll.x5le •H0 ra0 •.0 -TO. Fp+lol+ xml.xme .m0 .m.o .m➢ aao 9btlep Gmlw ABII-x61e Wo -rao w!➢ -1a0 m bnSII. Re1i aJlp w1 m0 •mA 4n. b�W+ 11.lt1m01p • •piA 4nYm6Q+ IA61I.I151p w10 m0 •mA <GI 6xbm W[+ 15.%r.11plp 70 .iOA •mA Al] 6MIm1 II.BHIl%e KRO .m0 K30 dn5 1N6+1 m511..1.OM NSO .m0 •mA a0.0 wmmsne xMe weo aoo xeJ 40 6Pblb aml.xme weB . . 10. m o.mxsee asn.. .ma .Od .mA 6YOetlRvb+' a sll..pi. wS0 ra0 wl -in0 ommm. xsn.xieu ws➢ .raB •m➢ ins 6MIm1 alm.A51p w50 .m0 •mo E::L paEn.diW .aso .100 •m.o un .ins u Mlen sn. aml.'lsle I. .mo .inn ar.5 ammmoPMr wa0 1A0 •m0 %s B1.iB i+IMa +S-T- ind • i.0 .m0 •mD A! 'a'MIN.eSASH HEIGHT=WIND W6UC( �I�iM7 50.136 IIIr JCENSE ...Y"NO. 58705 .� I C:' y 111111I.• IMILLER.P.E. •x hw. olelee DaBMn Plnnux,®415+ ws.owo.o calauxl Rf FweAMxbptu+ll enx SEE TABLE 10. SHEET B FOR ANCHOR GROUP AND QUANTITY. I HEADER MEETING RAIL SILL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5. 6. 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES MOVE APPLY TO ALL FRAME TYPES& CONFIGURATIONS) PRODUCT REVISED BuiPlying wlll+ilx F4l lding cafe AeaDUPoc NBI .� RMab2 E nud Ruc By . i adBDlOam THE DESIGN PRESSURE TABLES J ROSOWSKI nIN: I Onb: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 &e+laa/M0 5u01e: 7 pvrNP Na RBn .___ SH-5500 NTS 6 OF 13 MD-SH5500-01 B irP I).+ea fe 4GYM 1 I nnbnFan bm.nlnblM Ib4® W venal•.. 9enlYbe NP ON Oetl am Pre-6M' nwere NIN.Lwrl 6 p Y '41 I ; umimr s Bnam¢an ppnp11mb0M RnY W B roo= Rm Nlnwn ._II.ldo W P@ Dnlxn PraforomeRl' p VmlurBue b 3zDIM .o .e x a Y w R u x)! aml+w• n o ."Dv II. lo. wo uoo ]ov nt r¢o noo .rno -nao .10.0 me f0.141. nm. .ma O mo vo.o n non roA .uoo xe mne0wc.e.o• +un Ian loo .Ilod v. and to v o ] o Ino .Iaa .nao -ro.o nao aoo noo ++d.o m Bmm.eulw• man mero •roo .Ro mo ++Ad 1A +on Tao mao se.En. n•v 1 d lod -noo 1+Ao -+Ito io.o n. n¢o -udv nno Ddo nao Ro 11d.o Eq.+re. noes-uam •mo nao R noo I¢ od .mA mao ol.mordpww nm nssx )00 -n¢v ] a llo.0 1v0 .Ileo m.o nvo •lo.o -uoo nAo nno ono Ao rno mo.v amwarlwm+ n.m-nsex .roo noo roo .no.o ]o Wad •rod .Iwo D.D! r... 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"MIN. SASH HEIGM=WINDOW BUCK HEIGHT-60.136 "MIN. SASH NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. Z) FRAME DIMENSIONS ARE BUCK SASH HEIGHT ISM PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETmI.E. "0 LYAFA,i * : No. SSTOS ' -:p �✓` Z ' .Y� 1BTB TECHNOLIJOY DRIVE %p��'.• STA OF 17e�w; N. VENICE. FL 342T6 %�C^.!TORIOP,.•.Ce��` (S91)a9D1600 __ P.E. N MOM Jude SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT C & GLASS TYPES 9-16 (REWFORCEMENTSSHOWN SILL IN FIGURES MOVEAPPLY TO ALL WDIRGUMTIONS) TYPES STHROUGH 'GLASS 18 MAY NOT BE USED WITH J-CHANNEL ORIMEGML PRODUCT REVISED • FIN FRAMES dm I +N[Il lllc Flwada a PH Iw R.dldiag Cak A1¢Ilbnce Tb/ - E>rirWMo OwA GY Mieml eda Product (b DESIGN PRESSURE TABLES I J ROSOWSKI TrW: tbY SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 1 7 OF 13 t 11 OnO��O�O��O�O��O�a0�0��0�B0�0��0��0�0�a0�0�0�0��0�0�0 m��0000voovvovvvvvovnovvovvvvovvvovvovnvvvovvonoovovnnovvonoovvovv �r>um�0000000©©oo©ovvovvoo�o©00000®©coon©©o©000©noon©omo©o©oo©©o©©o©© ®a © m�s �ovoon00000000nnonvonoon0000vvoovnonn0000nnov000nonn0000vnoonovn �OonnnnnnnnonnonnOonnn o m � m��voon000nnvnonnv0000000nvvvvnv©vvovvv0000voonv0000nn0000nnv000no, ��ov000v0000nvoovvv000nn000nvoonon000vvv000000000000000nov000vono, o s = ®onoononvnnnnoon00000n0000noonon0000nn0000von00000nn0000nv0000nn m �ovov000v a�nvonoovn000nnnov000nv000000000nnn0000noovn000nvv000vvonoovvvnov t 50=M�-ov0000nvonovoonn0000v0000n0000nononnvonovonoovoononv0000nnonnno ��000nn000000n0000nHBOn �a000voon0000nnonnonoono KM000vvo �000vnonnnnnonnnononnnonovononnnoonnn©oenn©nvonnonnnnnnnnnnvvnnn �vvvvvovvvvovvvvvovvvvvvvvoovvvnvvvim uoUOEK wvo �vvonvvvovvvovv000nnvv000vvoovv0000vvoonnvvonvvvvoovvvvonvvvoono wvvvvoovvnvvnvvnoovnnvvonvovvnvvvvvnonvvvn �onn000nnonvv000nvnnno E�OOOnnOOn �000nnoonnnnn0nnnnU �nno0no0onnn00nnannnnn �000000vvvoonnOnovoovonnon000vvoonoovvn000nn000vovvvovvoovonv000 �0000nononnonnnnoononnoonnnoonnoo �ovonnoonnvnonnovonovoonovoonnnnnnnononvnnnononoonnnvonon000voov ®n000v000vooOn000voovv0000vnnononnoonoonovv000vvonvvoonovvvonovv �nn000O000nnnOnnnOnOnO ovonvoonvvoovvnonnvvvonov0On000nOnnOOnOnnO00O0000nnO0000nnO000n on00000nnonnovoon00000noon000�onnonoonnlm113 000vvvvovonvoovv000vv0000vovon'voonon0000n0000nv00000vv000vvvvoo noon000nnononnvonnnonnoonoonoonnnnnn000�n0000nnonnnnnnnnnnnnnno ovo 000nnoonnnnononnonnnoononnvnnnoonnn000nnn©nn0000nnnnononnnonnno vvvovvv000vvvonnvvnvvvovvv0000vvo 0000noonnonno OOOOOOOOOOOnnO00n00000nn"On0000nnoOn nUUMUUonnnnnonoonoon000nnonnn000nnn000nnn000nnonnnn000nnnoonn13 ononnonnnoonnonoBonn v000vvvvon0000nvoonnvv000voonvv000vovoonv000nvv0000vvvonnvvnon on0000000011113 monovonvvoovovv0000voon00000vnoonvononvovvon00000v000000000v000 nun OnOnnOnnnOnann0HBOnn OOOOOOOOonO "nun0000nnnnnnO00nnnnOnnnOOnnnOnnnonnnOOnnn00000nO00000000OnOOn n00000000000000000000000n00000000000nOOnO0O0O000000000000OOnn00 o00nnOn00000nO0O000a 000v0000vonoonnovv0000voonoonoonv00000noan IN 000vononvoonnovn000v0000000v0000vonvvvvnovvv00000noovvv0000vono nun nun Hoonvv000vvvoon000voonovovvvvv00000n00000000000voon000000voo no Bun noonnononnnoonn000000000nn0000nnoon0000000nnonoonnoononn vovoovoovvv000vvvoovvononv000nvvo ovnnnonnovnn000nnvvnonnnnonnnoovnnn0000vv000nvonoonn000vv 0000n000v0000noonoon00000nn000n000nonn0000000000vnv000 no" BOB nun Donnovon000n00000000vononnononvnnnvovnnnoovvvoovvnon nnHUBBUB Finn am" "no Onun nonnvgnon000nvnnnvoonovnunonovnoonnvnnonnononnn, El O00nnnnnnnnOOnnno00nOnOnnnnnOonnoOnonnOOnnnO 13 O00000nO000nO000nO000 OnnnOOnnnnnnnnOnnnnonnnn0o00nn0nnnnnnnnonn 0nn00nno00nnOnnOnnnnnnnnOnn"n00nn0nOOnnn00 OOn00000n00nnnnOOnOOn ©Bonn000noonnnnnonnoon000noonvnnononnoononn non000noon11113 nnOnOnnnOnOnnOn000nn©0000noonnnnn00000n000 m OOnUHHOUHOnnnnOnnnOOnEnlon0000OnOOnnnnOOnnnO onnv000novonon0000nnoonnn0000nnn0000v000v U—OOn00n00nounnnnnnnOnn0000nnnOOnnO0ann000 "no 0nn00n00000OOnnO00O0O0OnOOn00000OOn000000 onoonnonnonnoovonnoon000nnn0000noonnon Km" noun sonOnNunn000000nNunnn0000n0000 Ooonovoon0000nnvono vovnov�oovvvvoovvvvvvvvvvov noOOnn oonvoonv000000nnnnnnnoovnno Emvnnvovvvovvvvnnnovnnnvv OR novv0000vvv000nvvononvoi vvnnovvvonnvvvonnvvv, nOnu000000nO0000n0000 n0000nnnnOOnnnO00nn00 000n0o0OnunO00nsOno00 0000v000vvv0000noono 0000n000nonnonnono noun nnoon SEE TABLE 4,SHEET6 FOR ut5mryme.e. "MIN. SASH HEIGHT = WINDOW BUCK HEIGHT -51136 NOTES: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED.........; TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE 'MN(. ANCHOR O.C. SPACING........' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK TM'. MEETING RAIL. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NW AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 63. SHEET FOR ANCHOR GROUP DESCRIPRONS. *: N6.58705 WaFricNor O.C.BpE[InO Nr nunE A.g 'hhpcl{t:'InEh60an PROOU(.TRBVISF� wmplYnp{witN liu Fluids Bmldme Code AmepmweFb Emim:bn Uab 1 N •LD�II /JI 10TDTECHNOLOGTDRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N. VENICE. R MUS mn: (811N60.t6W ]MINwPnmrtomn SINGLE HUNG WINDOW INSTALLATION - LM OS/15l15 wiwinlvF&we SERr SH- SN 9iroL 7MDNe. NR SH-5500 NTS 8 OF 13 MD-SH5500-01 B ompBO0 gSBo©a �oa0ooa0no�n 111IT17"a7mo s�assB"BSnoau"nos""a"" 0�nano"an"S"nos"mono"""""a"na""von"Bo"n"n"""a"B"""n""a"n"n"o"""aa i'4�ilL' m�ussusnBss"on"n"SunB"s"o"""suss"ss"nsa©nnnsu""ssS"ssSs"B©nnon""" O mnnonnonnnnnnnnnnoonno ce a ��S"0000"aSnonSBSnonnSsnnoS"oB""oSaosnon"Sao __SSBosSSossoo"0000"n000000"oBooBooBoo"noo"Boo"an"an" ccrn"""""""aS""a""sou""""""B"""au"Ss""""u"noo"""eau""""""sS"""onn"" a c"000uooS""Bao �nsnnuBER �nnnnnonnonnnonunoonnonoon©0000©n©0000non13 moo"noon"000SoOn"S000n�ooBSoa"Baoo"SBo""aao"noBSa""""aaoBOS""""So a""Busonss""oassnas""os"""nn"as""""s"""s"S"o"Sao"o"Sao""ss""""a" �aoS""BSssonSaBnaSooS"BSo""oS""nnSBoaoonoSaBnnSBeoSOSanSs"Sns"nS �anouBoaaoo"Saoo"SooBon"BOBanoo""nBoo"000nn000""BBB"Bo"""n""aan" Boa"BSS"nounBoos"nSSon quo"uoao"Elmo"nooSuooSSn"BooanoonoB000"SOS""000Sooanoo""uon"0000" cs�BBao"Boo"SnonUna �n"s3"SSuo""sS""Donn""ono"osnonS""B""B""""o"""o"BS""Suss""Sono"" �SB00000B"ooS000"oo"Boaoou"oB"ooB"oanuoBOBBooB"SOSB000S0000S"ooS on00000Una unnnnnnnn"nnnnOnnnnnn""""nnnnnnnnnnnnnnn�nnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnn"annnnnannnnnna©nnnnnnnnnnnnnnnn nnnnnnnnnnnnnonnnnannn©nonann©13 Bo"Ba"B""B""BSS"""o""Ba"Bun"Dim 00"uaaaS000""000S0000nS000BaaooS"000aS000"SooSS000anoSSOSS"anao o"nna"onnnunn""B"no"a nun" ©"Boa"ooS"oB000000SooSu000"ooSuouS"0000uoAlla oSBnun onuuoounoSOS000noo"Boo"noo"S000S000"SooSB000a"Boo"nSooSS000SSo "a""an"n"anoann"""o"" 0000"oaou00000000uoo"noo"ooBBooaBoo""B000000BBoo"0000"SB0000"oS "oBono "Boo"Boo"Soo"nunoaon"oonSuoBonuo"noo""0000000BS000"SooSOS000000 "o"osunaS"nnnBuns"SSnon"""BS" nun nnnnnannnnnnnn13 BBM"oou000013H00000u000000000000000u000R0000u000un0000000NUBB""B aoou"oB"noou"aonooBSoo"Boo"BSooBSoa"B00013 S"Banana"BoaBBnS"nos"0000"an"nos"USS"SSSS"Soon"Ba"SOSsoo"n000as Sa"SOB""o""oson"o""noo"eB"Bn""0000"ooao"Bon"000BnBoo""S"onosS"o unanaaanan"nnaonn"naaananaBnnBnannnonn"nnn "In "n"000000"HUBBUB""aonooa"n""a"a""""o"Boa"Ba"""B"B"""""a a""e"ss"oS""nnn"San"nnnnaasnoasBona"nnonBoo""eo"""on""nounUna Boa9"009s0o0"oaosno"SDn0oaaonoa"0o "uo"ooBSSBooBSo"oSooB0000B000©o"noo"0000aoBBSoaSn000000000 no sn"000 aou" UBo ono"BS "onno""SS"oB""SnaoBOSaaaoao oe"000Bun aoo"B000uuoau000"ooBSuonsoon Es onnnnnnannnnnnnnn©nnnn©nnnnnn ""nBooB"ao""a"o"" """on"aBnnn"""""ao""ao"o"Bon"arms"na""naa So"000BSnas"Sna""nao"oo SBan"o"aoa"nSSSoos""Ss""aoSnoa""nnSn"nSSo; noo"""""no"nnn"nnnn MOBB0oo©"000©00000"oaB"oon""Boom " SoBaI nun aa"o0o a0000"""oo n000"ooS""p"oo"0000"SooSS"SSBonn S"nn""oonon"ea"0000""nSaoo13 nnnn©nnn©nnnnoannnnnnnnnnnnnnn Dun " nun "�B"onon0soaaaoon0oo�""o s aaooaBBoo an""nBononnoannnasnna an©aonnnnonnnnNUN= BU"nB""sons""o"n"BnS ono"onno"on"aoBSSBSS "Bns"aSSS"nBS"BaaB"" 0"Boas"anooBSoo"noon nso8"o"nSB0©oa�no" BBoaSBSnS"onosoSn BS0000Soo"S0000" an"anon"a0000Boo onnnnnnnnnnnnnn Ban oSnS0nv000aaaoo©oo�a0so" nnnnn°nnnn "ooa"a""Ba000aao � © KEE aSooa000"B00 nun o"RUBBER SEE TABLES 566• SME I u rott ueslun rncssuncs .vnm wince nio i.wLL. "MN, SASH HEIGHT. WINDOW BUCK HEIGHT - 50.136 NOTES: '• T Ll.�TE No55051)USE THE ABOVE•ANLHOft QUANTITIES FEOUIRED........•TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. Y) USE THE ABOVE• MAX ANCHOR O.C.SPACING.........• TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 1TTTE 3) FRAME DIMENSIONS ARE BUCK. 1MR'=MEETING RAIL.IOP4) MR SIZES NOT SHOWN• ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLEpNALE5)REFER TO TABLES]63• SHEET 3 FOR ANCHOR GROUP DESCRIPTIONS. A. LYNNAIILL .P.E I wa.McII 0Z3WNNr 6 FF TomynlFln•mamumn PRODUCT REVISED m1JwiN Bm F4Ake Dui1dNCo,8 Cod< E.fFlmtbn Dme4 u u Nam R QUANTITY TABLE JROSOWSKI Gvm: HUNG WINDOW INSTALLATION - LM Z15/15 500 NTS 9 OF 13 MD-SH5500-01 B r .062- IA83- OJ-CHANNELFRAME '6 25- 37Y HEADIJAMB T l l HEAL'.. I 1 .OR- 1.4DY � � i tar OFIN FRAME OEQUAL LEG FRAME HEADNAMB HEADMAMB - 3.483• —�I SAW—"i 3.403' o T1 �TAB .06.o6z'3j Vj F[:Aj.SI244• z.4441.gE 1 �Q O'O'5 FLANGE 1.3]5' FlN FRAME EOUALLEG FRAMESILL r� OO FRAME SILL 1 O] 3RL OFRWESILL r11.0]T T .rtur —1 ,7E Bi4',.fi0• .05l D5MF —�I "31- F-- LUDO• F-- FIXED 11 MEETINORAL SASH RAIL 18 ,T COVE J ' I �• II�-�—jjr� 1]S .315 I .]54' O LWI IG EXTRUDED BD BEADING SCREEN FRAME �,T4 u I ' 750• .025' —rI B1 ROLLED I' SCREEN FRAME 11 I 0 .AS• '-- � .WO' II e,n• Asw LIGHTSASH HDSASH 49 REINFORCEMENTS 25 REINFORCEMENT � II IIr( —�IRI� OW 791. �.1 1.331• uFr —.{ 1.340.3T^40-0�- 1-fJiJ-- O STANDARD O HD MEETING RAIL RN 28 MEETINGL 21 REINFORCEMENT REINFORCEMENT 1.376- .5DI I 22.1 ]8' 0.4]P r 1.473" �-I 1b65' �- 11 DID'.5u810'IIF.'1I T �.355' A50' SASHSTOR/ LIFT RAIL LIFT RNL i0]0'REVELED BEVELED 1: SCREWCOVER ,B INTERLOCK zU INTERLOCKCOVER 21 INTERLOCK z2 INTERLOCK COVER No. 58705 _ V U G�= - ® daarlANan: Doran Bi^ P li-:'i? 10TOTECHNOLOGMdRNE 'WINDOW EXTRUSIONS J ROSOWSKI ATE F (V N. VENICE, FL 342)5 ' F '�. F<ORIDP,.�' ��'� 841 BDi60D RUa: Dvle: 'I NG �` /'/iS��MALSINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 11�� wra�HT"TioE's. e A LrnwMIUER, RE. "` -- S[Ma/IIOEeYNTS S 11 OF 13'MD -S"H5500-01 BSH-5500 no Bill of Materiel I Bill of Material, cant. d Pan Description Material g 1 Partw Description Material 620101 Single ung Frame Head 8 am • J-ChaMe P C 45 720197 Auto Lock Mechanism C Steel 2. 620102 Single Hung Frame Head & Jambs - Flange PVC 46 720198&9 Sweep Lack Cast One 3 620103 Single Hung Frame Head & James -Fin PVC 47 720195&6 Auto Lock Corer Assembly Cast Lnc 4 620104 Slrgle Hung Frame Heatl &James •Equal LeglBoz PVC 40 76X1180PT% tl6 z 1-1/8' Ph: FH SDS (Auto and Sweep Lock Screw SS 5 620105 MON Fmme S111-JChannel PVC 49 72020D Auto and Sweep Lack Keeper Cast Lnc 6 620106 SWOH Frame 5111-Flange PVC 50 776X34PPA #6 x 3/4' PH. PH SDS eeper Se w) SS 7 620107 SFUGH Frame Sill - Fin PVC 51 420181 UR Beteled Till Latch Comer Key PVC 8 820108 WON Frame Sill - Equal Leg/Box PVC 52 420182 UR Pull Rail Till Lerch Comer Key PVC 1 14 620131 Fixed Meeting Roll PVC 53 7634PHFL e6 x 3/4' Ph. FH SDS (Comer Key Screw) SS 16 620129 Sash Rall (Sides, Top & Bottom) PVC 64 420183 Tit Latch PVC 17 6201M Balance Cow r PVC 55 420184 Tilt Latch Retainer PVC 18_ 02D133 Sash Slap/ScraN Corer PVC S6 72D207 7' Mit Latch Spring SS 19 6201W Pull Rail Interlock SD05 T5 At 57 420186 Plastic Till Lerch Finger Poll PVC 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tit Latch Finger Pull Cast zinc 21 620157 Sewled lntedock 6005T5 Al 59 420160 Prot Bar Comer Key PVC I 22 620145 Bawled Interlock Cawr PVC 60 720M6 Piwt Be, SG 23 620150 Light Sash Remloncement W63 TB Al63 720191 Sash Pull Handle Cast Ln 25 820152 HO Sash Relnfomemenl 6063 T6 At 64 720194 Sash Pull Handle With Lerch Assembly Cast Zin I 28 820753 SlaMard Meelirg Roll Reinforcement 6005 TS Al 65 7834FPT IX8 x 3/4' Ph. FH SDS (PMI Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6OD5 T5 AI 66 420188 Bottom Latch Strike Plate Cast Lnc 30 61844 Weamemtrip, .18T x .270' Fin Pile ) 87 778588 #e % 5/e' PR FH SMS (Strike Plate Screw) 37 60300 Weathersidp,.190- x.300- Frrom Bulb Ft. PVC 72 720135 LeM I.G. Bead 32 61719 Weatherstrip, .787' x .220' PolyPile 74 Backbedding, GE 7700 or Oow 791 33 61825 Weathereldp Plug, .220' Flreeel - 75 71646N Setting Black p/8' x V z 116' , 65 +/.5 duro. 35 7BXIMTTT e8 x 1" Ph. PH SDS (Interlock Mounling Screw) 80 61012 Extruded Somen Frame 36 781GTHPX 0 x 3' Ph. PH SMS (Meeting Ra11 Screw) 41O SS 81 61011 Roll -Farmed Screen Frame VFIberglaas 37 71669SP Meeting Rail Scmw Support Plate ages T6 At B2 7CKGLB21 Screen Comer Key for Extruded Frame X 4 38 720210 Weep Hole Corer PVC 03 47042 Screen Comer Key with Pull Ring X2 40 720)000L( Content Fares Balance 64 47041 Screen Comer Key without Pull Ring X2 41 Ile z 34' PR FH SMS (Con. Fame Balance Screw) SS 85 7CASPM Tension Spring 42 Spiral Balance 88 81816C48 Screen Cloth 43 720205 1 Nylon 87 61635161614 .140"Screens line(MecWWHand Rolled) I Vinyl t 44 7aX114FPAX 718 X 1-1l4' Ph. FH SMS (Spear Balance Screw 410 SS Part Description Materiel 76 KommeAing 4SG'TPS Spacer System 77 Quanex Super Spacer nV with Hot Melt Butyl See Sheet teet for 76 Quanex Dumeeal Spacer Materials 79 lGardinal )L Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES. I.W..TO BE LABELED FORAAMAEXTRUDER CODE. 2) ITEMS N 9.13.15, 24. 28.29.34.39. 61. 62. 69-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A SILICONE STRUCTURAL STRUCTURAL SILICONE 'OLYISOBUTYIENE 1/4'NOM. FOAM WRH DESICCANT \ DESICCANT EXT. GLASS i VA F . GLAss� KODISPACE SUPER ie 4SG TPS SPACER®NXT'"I DURASEAL' 1B SPACER SEAL S ICONE ORMED NLESSLESS STEE GLASS IM. GLASS XL EDGE" e SPACER c PRODUCT REVISED n mmMvirm with lb Florkla MATERIAL (BOM) I J ROSOWSKI Lai«• HUNG WINDOW INSTALLATION - LM 05/15/15 ''Nw Wrt 500 eNTS 12 OF 13 MD-SH5500-01 B MITERED FRAMEW I INTERIOR AND E%T FRAME WELDS FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 1) SOME PARTMPTIONS NOT SHOWN ON CRANKS FOR CLARRY. I)J ANNEL FRAME SHOWN. PARTS 5 IS S. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS B & T. 4) USE ERHER SASH TOP LOCKS OR SASH 8070M LOCKS. OPT. PULL RAIL INTERLOCK& COVER 9i N0.5B7C5 OPT. SWEEP LOCK On. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS CERT.OFAUTH. EXTERIOR OPT. BEVELED INTERLOI &COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS )ED ASSEMBLY I J ROSOWSKI Ogle: HUNG WINDOW INSTALLATION-LM 05/15/15 S`ub: Sl1M'D N0. Rev. 500 NTS 3 OF 13 D-SH5500-01 B MIAMI-DADE ML1NII-DARE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 13OARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 1070 Technology Drive North Venice, FL 34275_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to —perform in -the -accepted- manner'--the-manufacturerwill incur the expense of such testing -and -the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 1 DESCRIPTION: Series "PW-5520 Vinvl" PVC Fixed Window — L.M.I. 1 APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through I of 11, dated 09/09/14, with revision B dated 06/06/17, 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 Sectirm 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, adder 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# 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.09 Expiration Date: Aprit30, 2020 Approval Date: October 26, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM) , sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, 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- PVC -sliding lass -door,— - a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.12) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.11, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P ez .E. Product Control za tinerr NOA No. l14.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 164117.01 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 `Bronzeand L-ig-hter=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 51 Edition (2014) and FBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.25) 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.16-0629.12) G. OTHERS - — 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl' PVC Fixed Window - L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel a ez, P.E. Product Contr"aminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT VINYL FIXED WINDOW I. 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLYWTTH THE REQUIREMENTS ON WE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (NVIIZ). IRO SUCK WIDTH SEE TABLES 4-03 (SHORT OR LONG SIDE) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. II MAX. D.C, SEE FOR INSU"TEDGL S INSTALLATIONS ABOVE DO IN THE HVHLTHE OUTBOARD B. SEES I— I TABLES 413 LITE (CAP) MUSTTEMPERED. SHEET 3) FOR MASONRY APPLICATIONS IN MIAMII-DARE COUNTY, USE ONLY MIAAII-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I-1R' THICKARE TO BE CONSIDERED IX INSTALLATIONS. r� 1X WOOD BUCKS ARE OPRONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD I BUCKS DEPICTED AS BXARE 1-In-THICKOR GREATER. IX AND 2X BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF WE ENGINEER, (EOR)OR A ARCHITECT OF RECORD, (ADR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE EMBEDM W. INSTALLATION ANCHORS SHOULD BESPALED. OVERALL SEALINGXIASHIND STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 413 B) NAX 1/4'SHIMS AREUBSTR REQUIRED TE.0 EACH USE SHIMS WHERETHE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTNANSFER TO RESIST L LOADS. WOODBUCKS, HOTHERS, MUST BE SUFFICIENRV ANCHORED TO RESIST LOADS IMPOSED ON THEM BV THE WINDOW. R J T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL CYCLE TEST. PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. WE 3 IOYe STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR I WAS USED FOR THE EVALUATION OF ANCHORS INTO MOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER I CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORRY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7687: ELCO ULTRACON NOR; ELCO CRETEFLEX NON ELCO AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES, LTD WHITE 6 BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVA£&PA NOS & ALUMINUM DESIGN MANUAL 11)'PVB'-.09TOSIFOLOPVBBYKURARAYAMEMCANC. 'SG' -.090' SEMRYGIASOD INTERIAYER BY KURARAY AMERICA INC. MAX VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT TYP. EQUAL-LEG/BOX & FLANGE FRAME (90' CORNERS) r a- MAX D, SHE TMAX, BUCK HEIGHT, SEE -� TABLES4-13 (LONGOR SHORTSIDE) A, SEE SHEETS MA%. O.C. SEE TABLES 4-9 6 MAX I r— B' MAX. r13 .MA%. O.C. SEE TABLES q-13 MAX.BUCK HEIGHT,SEE TABLES 4.ONO OR SHORT SIDE) VISIBLE LIGHT FORMULAS B WIDTH: BUCK WIDTH-4-WIT MAX O.C. HEIGHT: BUCK HEIGHT-48H6- I SEE TABLE5413 CODES /STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 413 • 2017 FLORIDA BUILDING CODE TBC), BTH EDITION I"'— (SHORT OR LONG SIDE) •2014 FLORIDA BUILDING CODE(FBC). 5W EDHION TYR. EQUAL-LEG/BOX& -ASTM E13O"9 FLALA NGE FRAME (CURVED •ANSVAF&PA NDS2MW FORWOOD CONSTRUCTION OR ANGLED CORNERS) -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOD12 •AISC360-10 1.25 _III MAX I IMPACTMTING DESIGN PRESSURE RATING LARGE 8 SMALL MISSILE VARIES PER GLASS TYPE. SEE IIMPACTRESISTANT TABLES 4.13. SHEETS 6-10 IMO. SUCK WIDTH SEE TABLES 4 9 9(SHORT OR LONG SIDE) r 1.25'MP%. -- MAX. D.O. SEETABLES CA 1 VISIBLE LIGHTWIDTH VISIBLE , LIGHT G, SEE HEIGHT SHEET4 IKAX BUCK HEIGM,SEE TABLE54-B (LONG OR SHORTSIDE) Dr--j 1.25'MAX. --I {-- TYP. INTEGRAL FIN & J-CHANNEL FRAME (90°CORNERS) (ANCHORED THROUGH NAIL FIN) tts MAx. I C MAX O.C. SEE O.C. TABLES 49 r SEE i TABLES / VISIBLE ....TELL / LIGHT HEIGHT BUCK / MA HT.SE TABUE,SEE (LONG OR OTT ID VISIBLE SNORT SIDE) LIGHT WIDTH 1 I1 --� MAXO.C.SEETABLES4-9 125'MAX. MAX BUCK WIDTH SEE TABLES LB (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) I Glass Typo Desulp0on Table Is 7 7Laminated I.G.: 118" A Exterior Cap 711E Air Space + 511E Laminated; (2) Lit" of 1/9' A Glass with .090' PVB Inledayer 4 8 7IS.Laminated LG.: 1/e' T Eztedor Caps 7/i6' Air Space+5H6' Laminated; (2) UICS Of IIW A GIasS w9h.090' PVB Inledayer 5 9 7/W Laminated I.G.: W16- A Eztedor Cap+ 318' Alr Space + 511E Laminated; (2) Ules of 1/B" A G1298 Y4ih .090" PVB Inledayer 6 10 7/8'Laminated I.G.:3116-T Eztedor Cap+31E Air Space+5116-Laminated;(2)Law oft/8' A Glass with.09E PVB Inlerayer 6 11 1'Laminaledl.G.: 118'T Exterior Cap+7116-Air Space+ 7116• Laminaled; (2) Laos 013116- A Glass Wth.090• PVB Inledayer 7 12 1' LamiDmed I.G.: 3116- A Exterior Cep + 3/E Air Space+ 7/15' Laminated; (2) Ules of 311E A Glass wilh.090' PVB Inledayer 8 13 i"LaminalMLG.:3116"TExtedor Cap+3/8-Air Space+711W Laminated: (2) Liles o13116"A Glass wlth.090' PVB Inedayer 9 14 1-Laminated I.G.: 3116-A Exterior Cap+318"Air Space+7/16'Laminated;(2)Liles of311S•A Gies Wth.09D'SG lntedayer 10 15 V Laminated I.G.: 3/16• T Exterior Cap + 3/8' Air Space+ 711E Laminated; (2) Lltes Of 3116' A Glass w 1n .090' SG bdedayer 11 16 1'Lmnmated LG.:1/e'TExterior Cap+7/16'Air Space +7/1E Laminated; (2) Lit" OWLS* H Glass Wlh.090-SG Inledayer 12 17 1' Laminated LG.: NIS' T Exterior Cep + We' Air Space + 7/16' Laminated; (2) Utes of W16' H Glass wgh .090' SG Inledayer I13 TAGILE 2: ANCHORS INSTALLEDTHROUGH FRAME • MIN. OF 3THREADS SEYONDTHEMEfAL SUBSTRATE. VALUES MAY CMU" USED MR BE USED FOR GROl11E0 CMU APPLICAmONS. Group Anchor Substrate Mln. Edge Distance Min. Bnbedmear q #10 SMS (steel, 1841 S.S. or 410 S.S.) -PI-Southern m ne(SG=0, 5) /16 1318' Steel, A36' 3/9, 0.050" Or 33' WB' 0.0451" (16 Ga.) -Tim 606A Tw3 Aluminum, WB" 0.050 3116"steel Ultmcon (SG5' P.T. Soulhem Pine (SG=0.55) Pine 711E 1318' Concrete (min. 2.85ksl) 1- Ungreuled CMU, (ASTM CW) 2-1/2' 1-114" 9 #12 SMS (steel,'I"SS. or 410 S.S.) P.T. Southern Fine(SG=0.55) W16' 1-31a' ALLARCHNECTURALWINDOWSwE5( BELOW), AND OBTAIN DESIGN PRESSURE Steel, A36' WE 0.050 Steel Stud, MSG Gr. 33' 318" 0.0451- (18 Us.) LONG _ r- _ _ SIDE - I Tr' I {' rN y3aol 1 F^ LONG SIDE T r - - - r - p Nye i-� w1 TI� I O 1 1 Aluminum, 6083d5' WB" 0.063' 1/4- steel Ulnaeon P.T. SOulhem Pine (SG=0.55) 1' 1-3/6" 1/4- steel CmteEex P.T. Southern Pine (SG=0.55) 1' 1-&a' stel A P.T. 2.6 to (min. 5 kel) Concrete 8alAr ' C 1/4' Steel Uamcon 0n0 1/4' Bleat rete®ex Concrete (min, 3.35 ka0 1' 1314 D 1/4' Steel Ultramn Concrete (min. 285 keq 2-112- I-TC 1/4'sleel Cretetex CoiftedC Urlgmmetl CMU, IASTM C50) U,(A TM 2-1/2' 144' 1-1/4' 1/4'sleel Aggle-0alor Concrete min. 3.215 ks1 Grouted CMU, (ASTM C-90) 2" 2' Group Anchor Substrate Edge Distance Distance 1 Min. Embedment E 2-1/2' x .131' Commm Nall P.T. Som ern Pine (SG=.55) 2-1/2' Rin"han Racing Neil P.T. Smmem Pine (SG-.55) WB' 2-711w P #10 Tllesheed SMS (steel, 188 S.S. a 410 S.S.) #126M5 (steel, 1" S.S. "tio S.S.) P.T. Southern Pim (SG=.55) 1/2* ' 131E Aluminum, 6001TS' ww 0.050' Steel Stud, -Gr 3Y WE OA45V (88 0.J Steal, A36 P.T. Southem Pine (SG-.56) GIB" Wi6' 0.050' 181E Aluminum, SO83.T6' 31W DOGGY SteN Slud, Gr. 33' I WE I 0GSO' Steel, A38• 1 318' 1 0.050' -MIN. OF THREADS BEYOND THE METAL SUBSTRATE. 'A"=ANNEALED NI' =HEAT STRENGMENED T=TEMPERED 'PVB'-GQXTROSIFOL® PVB BY KURARAY AMERICA. INC. -SG' = a9V SENTRYGLASGr INIERLAYER BY KURARAY AMERICA, INC. 'GLASS TYPES 14 THROUGH 17 MY NOT RE USED WITH SCHANNEL OR INTEGRAL • FIN FRAMES. &n-hl WINDOW FRAMES MAY BE ANY OFTHOSE SHOWN BELOW: BOX OR EQUAL. F ANGE LEG 0 J.CMANNEL Q ri INTEGRAL FIN INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES 'RESSURE TABLES 4-13. SHEETS 6-10. 'LONG LONG I-- SIDE - --- SIDE --- -,iTF---- -- na ONG 'H I- WOE SIDE 'I f` SIIDE � Tr--- Tr- --1 T-r -I I I OE m1 wl m �L J Menem) Mh F7 MIiL F. Sled Stray 92 k1 120 ki I"S. BOW 95 ksi 4105cw 90 kN 110 xe1 Elmfk,oGsl ® 57 ksi 90 hsi Elm UareCc* 1MKM In ksi 4mW6eAO sFlaD 127.4W 18911s1 606175AbINman 18kN Y2 ksi A30SIed mMa SB ai Gr. 336 leN Bwtl 33hs1 45 k51. SHORT SIDEIs - r- IN ji b i z p O 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-4804600 1_1 VINYL FIXED WINDOW NOA (LM&SM) 1@ 9/9/14 1 GLASS/ANCHORS/FRAME OPTIONS IAbl J ROSOWSKI PW-5520 NTS 2OF11 0= MD-5520.0 k B Y LYN VCENgF�(( ' ,p #. No.56705 I �A..................ROR10PG., A LYNN MILLER P.E. P.E.# 68705 1 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 CONCRETEICMU. BUCKSFRIP INTO CONCRETECMU. SEE NOTE 2, THIS SHEET, OPTION 1 EMBEDMENT EMBEDMENT ANCHORED THROUGH I— EDGE DISTANCE 1N"MAX, 114-MAX. FRAME IWOv WOOD SHIM 2 4 SHIM FRAME OR BUCKSTRIP. I ^ �—lEDGE SEE NOTE 2. THIS SHEET. EDGE t_J Q DISTANCE O EMBEDMENT DISTANCE 5 FLANGE FRAME SHOWN it 0 1•THICKI.G TYP.ANCMORTYPE. TYP�1N-MAX EMREDMENTCHORTY�FAND EDGE EMBEDMENTAND 2 SHIM P DISTANCEPERf SUBSTREDGE ATE, SE PER TYP. ANCHOR TYPE, SUBSTRATE. u u TABLE 2, SHEET EMBEDMENTAND SEE TABLE 2, SHEET 2. _ TABLE 9, SHEET 2. g EDGE DISTANCE PER SUBSTRATE.SEE o p 5 TABLE 2, SHEET2. ! C�p�OI T/B THICKI.G� �p FLNIGE EXTERIOR IT" MSIBLEUGHTWiDTH 7 FRAME rL ELGIBO SHOWN �/ FRANKE NOTES: BUCKV DTH FRAME TIB"THICK LO. SHOWTI USTE ONLYSUBSTRATE-APPROU-OWEANCHORG AND DEDGE DISTANCE FOLLOWEMBEDMENi HORIZONTAL SECTION A -A ANDEDGEOIBT MAY BE USED SIDE ION OF OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED RTIDMULLION, IZO TAL.SE S BSTRATE ISTEELPROPERTIES, TIES, TA LE STEELSTUD. 2) MASONRY ANCHORS MAY BE USED INTO MOD AS MAY BE VERTICAL OR HORIZONTAL. BEE SUBSTRATE PROPERTIES TABLE3SHEET 2. PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1/4•MAk ' VISIBLE 1-1R' THICK ME TO BE CONSIDERED 1X HEIGHT LIGHT INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF SHIM F10011#12STEEL +I VVMAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE MOD SMS IDS), SEE BUCKS DEPICTED AS 2X ARE 1.12 TMCK OR TABLE 2. SHEET 2. GREATER. IX AND DL BUCKS (MEN USED) SHALL BE PRODUCT REVISED DESIGNED TO PROPERLY TRANSFER LOADSTO THE mmgyin3wiW g,e.F(e1e5 STRUCTURE. WOOD BUCK DESIGN AND Buildmg Ledo INSTALLATION IS THE RESPONSIBIUtt OF THE ANo (%•0 ENGINEER OR ARCHITECT OF RECORD. I�I gOO� 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED �I�I �� M„„'l W.Pay. TO AS DAYLIGHTOPENING) IS MEASURED FROM 1•THICK LO, BEADING TO BEADING. FLANGE EQUAL FRAME LEGIROX NO CHANGES THIS SHEET. SHOWN FRAME FRAME TYRANCHORTYPE, OOL�J EXTERIOR SHOWN D o EXTEROR I`I EMBEDMENTAND E a 4 ILJI EDGE DISTANCE PER ffll SUBSTRATE,SEE INSTALLATION V INSTALLATION EQUAL- TA9LE2,SHEET2. OPTION 4 OPTION 4 LEOMM ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME IWO METAL LII1111111 p1 FRAME 1/4"MAX.SHIM `�N`LIG YLY slLawN N. VENIC,FL 342Y DRIVE 1�`: NlcexsN�l �s— ° N. VENICE, FL 34275 6 '• TT(941)-080.1600 N0. W705 EMBEDMENT ® — *— COPYRIGIROIGHTSR ERVED EB,MG VISIBLE LIGHT FORMULAS CERT.OFAUTH.#29296 ALL RIGHTS RESERVED L�TO .• B A o / INSTALLATION W4orH: eucKWIDTH-acne• �` �` OPTION2 VINYL FIXED WINDOWNOA (LMBSM) 0 0/9/14 �'•.,!jOR1oT;,;•��: HEIGHT: BUCK HEIGHT-4 W ANCHOREDTHROUGH EDGE DISTANCE u FRAME DIRECTLY INTO o FLANGE BEOUAL-LEGIBOX FRAMES o� JROSOWSfO ''AiS;ONA11101, � coxccRETEn;Mu. VERTICAL SECTION B-B $ PW-5520 ,y NTS � 30F11 of MD-5520.0 rc B A.t PN SeTos MIUER.PE INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION S OPTION 5 I� 114• MAX. SHIM V4'MAXSHIM `II ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBFRAMEINT02XWOOD INTO ZX WOOD FRAME OR SUCKSTRIP. )� EDGE DISTANCE EDMENT ANCHOREDTHROUGH FRAME OR BUCKSTRIP. SEE SEE NOTE 2. THIS SHEET. INTEGRAL FIN INTO 2X WOOD O NOTE 2, THIS SHEET. F.. EMBEDMENT FRAME OR BUCKSTRIP. SEE 3 NOTE 2, THIS SHEET. EDGE I EDGEDISTANCE DISTANCE—� J-CHANNEL FRAME , O SHOWN � EMBEDMENT �I/d'MAX.SHIM TYP.ANCHORTYPE. �Q 1'THICK I.G. I I EMBEDMENT AND S OUTa P. ANCHORTYPE, EDGE DISTANCE PER EMBEDMENTANDEOGE SUBSTRATE, SEE DISTANCE PER SVBSTMTE, TABLE 2, SHEET 2. SHOWN) III I I"�FIN""L J_ TYP.ANCHORTYPE, EMBEDMENT AND EDGE 5 SEE TABLE 3, SHEET 3. (SCREW (NALSHOWN) r� 00 —JJJJ RAWE 7/B'THICK LG. I O DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. J-CHANNEL E%TEHIOR SHOWN VISIBIEUG�fI WIDTH — yo 7 (NAIL SHOWN) FRAME Z 7WTHICKIG. NOTES: SHOWN V BUCK WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTALI SECTION C-C ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY DADE ARPROWO MULLION, FBC COMPLIANT ALUMINUIWSTEEL FRAMING OR STEEL MO. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2&3 SHEET 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS VISIBLE THAN 1-IM THICK ARE TO BE CONSIDERED IX BUCK LIGHT INSTALLATIONS. IX WOOD BUCKS PRE OPTIONAL NP MAX HEIGHT HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. iM'MAX.SHIM AIOORNI2STEEL SHIM WOOD BUCKS DEPICTED AS 2XARE 1-U7 THICK SMS IDS), SEE OR GREATER. IX AND 2X BUCKS (MEN USED) TABLES 2 & 3, PRODUCT µBVIS® SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET2. m Implying wim tl P Fk4MA LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 110d &W. • O AND INSTALLATION IS THE RESPONSIBILITY OF 9 Ac Fp mNol Dag 7D THE ENGINEER OR ARCHITECT OF RECORD. E•Fi,u 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO IS r �Q (_J � BY My De I, d d 1'THICN LG. REFERRED TO AS DAYLIGHT OPENINDI MEASURED FROM BEADINGTO BEADING. T--I IL— FINANDIOR THIS SHEET. JI FLANGE MAYBE NO CHANGES �(JI REMOVED INFIELD E%TERIO S TYP, ANCHOR TYPE, EMBEDMENT INTEGRAL FIN FRAME SHOWN 0 1 0 EMER100. 3 O AND EDGE DISTANLEPER INSTALLATION OPTION 7 INSTALLATION OPTION 8 SUBSTRATE,SEE WN)TABLE 3. SHEET 2, (SCREW SHOWN) INSTIWOMONT, EGRALFlN. INSTALLATION THROUGH THE FRAME, INTEGRAL SEE TABLE 3. S INTO METAL, SEETABlE 3, SHEET 2. IMO METAL, SEE TABLE 2. SHEET 2. Y111Y IIYY FIN FRAME SHOWN D o 1I4' MAX SHIM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ` LYN �� 1't`O............ INSTALLATION EDGE (941}480-1800 ; * ; No. 5870.5 OPTION 5 ANCHORED THROUGH DISTANCE II ® I COPYRIGHTOX1T POTINOUSTRIESINF CERT.OF AUTIi.112B2B8 ALL RIGHTS RESERVED 'D 6 0` — ��lO .• INTEGRALFININTO2% VISIBLE LIGHT FORMULAS ST�TE f :.DIY` WOOD FRAME OR 2. WIDTH: BUCK WIDTH-4�116 VINYL FIXED WINDOW NOA(LMSSM) 8 9/9114 i s•.,�T ORIDI`.. 'G\� BUCNSTRIP. SEE NOTE THIS SHEET. EMBEDMENT I HEIGHT:BUCKHEIGHT-4 lIv em JROSOWSKI YYII�NAL1E111`` aJ-CHANNEL&INTEGRAL FIN FRAMES - VERTICAL SECTION D-D = - PWS5 0 NTS 40F 11 og MD-5520.0 p B A.LYNNM4LER.PE. P.Ensmos i N ,� -+{ 7Y0'NOM. [— 5/18" A/A PVB 7/16' AIR SPACE 1/8' A GLOSS a FX ERIOR 8083 GLASS TYPE 7 1:NOM. -+ 7/16" A/A PVB 7118" AIR SPACE 118' T GLASS aEXTEROR 80 B3 GLASS TYPE 11 1'NOM. 7/16"A/A SG 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR \ GLASS TYPE 15 'A' = ANNEALED 'H' = HEAT STNENGRIENED T=TEMPERED 'PVB'=.090'TROSIFOLO PVB BY KURARAY AMERICA M 'SG',M'SENTRYGLAS® INTERIAYERBYKURARAYA RICA.WC. 7M .NOM. r- 5118" A/A PVB 7/16" AIR SPACE 118" T GLASS aEXTEROR B083 GLASS TYPE, B Imo- 1"NOM. 7116" PJA PVB 3/8' AIR SPACE 3116" A GLASSn GLASS TYPE 12 1'NOM. 7/16" H/HSG 7/16' AIR SPACE 1/8" T GLASS aEXTERIOR le BO-83 GLASS TYPE 16 GLASS TYPES I47HROUGH 17 MAY NOT8E USED YJNH J-0HANNELORIMEGRAL FIN FRAMES )IB'NOM. 5/16" AIA PVB 5/16" A/A PVB PROTXIGTREVIB 3/8"AIRSPACE 3/8"AIR SPACE 3/16'AGLASS \ 3116"T GLASS mmmdYmO uuimme coax viIL Bn F5iL14 c]EXTERIOR l I EXTERIOR Accw.HP E.Plmlm. Dae -G 4. EO-B3 B04L3 BY Mi Deee Pr�rf NO CHANGES THIS SHEET. GLASS TYPE 9 GLASS TYPE 10 F 1'NOM.. +-{ I+- 1'NOM. +- I 7/16"A/APVB 7116"A/A SG G O 3/8"AIRSPACE 3/8'AIR SPACE O .IOD o N 3116" T GLASS 3/16' A GLASS �n O l ¢ aEXTERIOR aEXTERIOR J 0'E m �9 u�a 80.83 BOA3 --zy N Ova R�� > GLASS TYPE 13 GLASS TYPE 14 < o z m t SO J Q LL 0 0 z 3 ® $ o mes E' z N N VN By ❑ X7/16'H/HSG O LL z3/8"AIRSPACE 9 O jSS z311fi'TGLASS *nl GLASS TYPE 17 * ; No. SB705 � _ TYP. GLAZING DETAIL n.. SnM SUM On) 5f ssafs�>§>�a'sisaaiss^ 2 + om a p � > o +++t t + i +. IS O a i $koksoe � m �m D ; m ao� 61 �ga3�gggo P 0 mm $CA F°v a ae z 4 b x 2 m n m-+ w . + Sh.d VIR, OR)0 3 £ ohm e�ffiYN TM �$ oBoe 89 m8' aao "N+�+ NON- 0 d a m 9 P m � a O� C 0 � v a R En + + , m > '" 3 $ $ $ d � .0 —ap as i£ 7 3 a ®c +, $bb a+ a a iibSb° 2 i 2 > v •� d u in G 7n o: i� b m � � 'o m a F 9 g° S$ e $ d"" n m p_ wA.. —r. It $.0m a m4 m22 att V o�id F '' N. TECHNOLOGY L 34275 RIVE xewmo: rP �>yRy y0�.' q%�•': N. VENICE, FL 34275_ o `' 2E?s0 •..... .y v p Q (941)380-1600 a H 12 = CERT. OFAUTH.229296 RX. O��AL RIGHTS RESERRVE�mS, INC y of T VINYL FIXED WINDOW NOA(LMBSM) 9/9/14 m 6 ,m, 4 `.`` o DESIGN PRESSURE TABLES A �% J ROSOWSKI m . ...... PW-5520 �, NTS 60F11 0" MD-5520.0 c B I I Sl d Slbe 0n) �f F Z z z z . t-i,... +s i.... . m V V > o a a #+ m � 9 - N -1 Nt04* a C f E t t + a a a + H z z z 4 0 m G8 =� i� Ab y An �o�e9eva a N i et _ t , t t a� 0 9 3n m � m : 9� LL Snore Slm (w v m d q P q q A>> fu W (u Qry zt b$ S iT] is O b 0 0 0 ♦ i { + a + IS iS >5 kS uu rn 'm i5 /d'�>S iq >S S'6IS �>9ffi� mm O �yo F `b'r8 �ai5 i9 ss 6, is 0 m � m m � N i + DD t m 0 a p ii :i 8 ItH M-n y O _ a 5 z N a # + + + a c t ♦ a + + n S 4 t+ 0 mD a 20-1 a=� T TO mo ozm O n< m p CASz o - �zz 3 iam �J N. VENICHNOLOGY DRIVE ............ N. VENICE, FL 34275 y : co;` `;�Yo S (941)-480-1600 4 ; O;q1 :Z m z - D ' A c p CEBT. OF AUiH. Y29296 fAPVPoG LL PoGMSGRESQNED ES ANC VINYL FIXED WINDOW NOA(LMBSM) c 919/14 8 DESIGN PRESSURE TABLES B em J ROSOWSKI . FR n�"��` PW-5520 NTS 70F 11:° MD-5520.0 g B shoo sloe pn) "n �F F ` o O O + + ^ + 1 _ _ + = + + J _ T O O O 'N* + ♦ _ + + . _ .. . rn � g n F m �a m n � O O O � °1 P C w 4 N O D C C 41 O . N Fo c� + + + + a o e �n � S sw sloe an) ° & Tel% N 1 i • + + 3 + + + Y + ` Y = a 3 + 33 y o b m = O O `" V � V j J J L J 3 Y ` + ++ tz.zT.J. _ ` + + \ m m e Z zzzzz ` . ` D D m � m + 3 Y i a+ + 9 pm (p IO 7 9 be L t v = m N 0 �^ gJ n � C i O F � n _o y � o g +`+ a+ Y 3+ a Np9 em + u�:t g4n S+ 3++ e Z+ �49 mp 1 y z T p m 1 1070 TECHNOLOGY DRIVE gm �x e.gm �O N. VENICE, FL 34275 z $ a" s ` (941}480-1600 F d R a- <;O: m �(' ® CGPYIdGW02017P TWDIIS %NF z 3 6� �K �r ;o 2:K CFJiT. OF AURI. nKM ALL NGNIS u3vtYm y 3 $-ray+ m VINYL FIXED WINDOW NOA(LMBSM) g` 919/14 s p a A DESIGN PRESSURE TABLES C em J ROSOWSKI �p PW-5520I'lv NTS g 8OF 11 oz° MD-5520.0 € B Window Design Pressure, (+I-p6f) useul:IPne IQ cess 14 3116" A Cep -Airspace - 7/16" A/A with SG Tyre: W iDdm Inn, Sitle (In) Dlmenslons 0,649 71 73 76 78 1 BD 85 86 09 92 1 96 1 99 32 +801-110 1 +6W-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 O, ++8801-110 34 4801-110 +601-110 +80/-110 +801-110 +80/410 +601-110 +80/-110 t80/-110 ♦801.110 +111-1 O/-1 +80/4 01407.6 36 ♦001-110 +601-110 +801-110 4801-110 +801-109.5 +801-108.8 +801-108,8 +801-106.5 +801-105.5 +801-103.6 +BOI-102.9 30 +80(-109.1 +80/-108.8 +801-107.8 +801-106.8 4801-105.5 +80/-104.6 4801-102.7 +801-102.4 +801-101.4 .6 +80/-99.4 +801.98.7 40 +aW-1%.3 +80/-105.6 4801-104.4 +801-103.3 +80I-101.9 +801401 +BW-99.1 +0.98.7 +801-91.7 8 +80/-95.7 +%1-95 42 4801-103.3 +6W-102.5 +801-101.3 +801AD0.2 +80/-9&8 +80/-97,9 +00/-95.8 +W/.95.8 +80/-91.8 6 +80/-92.4 +001-90.7 40 +00/-100,7 +BO/-99.8 +80/-90.8 +60/-97.6 +B3/-% +801-96 +W/-92.9 +90692.6 +801-91.8 4 H+/-78 +80/41.1 +80/44.7 46 ♦%I-98.4 +BW-97.6 +%I-96.2 ♦83145 +80/-93.4 +801-925 +80/-90.3 +801.89.9 +801-%.1 5 +80/-83.1 +80/41.6 48 +001-96.3 a%/-9&4 ♦%/•94.1 aBW-929 +BOF91.2 +E0/-90.2 +00/-BB +e0/4L6 480/-84.6 8 +801-80.2 M-7B.6 60 +W/-94.6 +801-%.6 +m1.92.2 +BD/-909 +%/-89.2 +W/48.3 +9W-85.4 +80/44.S +001-82.4 2 +/-77.6 w 52 +BW-93 +801-92 +00/40.5 +8W-8&2 +001.87.4 +60/-86.4 4%1433 +80/-82.8 +80/40.2 s y 54 +80/-91.7 480/40,6 a80/-89.1 t%147.1 +%149.8 +BD(-84.1 +80/-81.3 +e0/-80.4 +1-78.1 66 +80/-90.6 +80149.4 +801.87.9 482146.4 ♦80144,4 +80143.2 4/-79.3 57 +80'-91) +50148.8 +60147.2 +80/468 +80/434 +80/-82 +/-76.4 60 +80/47,2 +8W46 +801-84 +BN428 +80/40,1 +/-78.6 62 +W/-84.6 iB0/418 +60/42.1 a8W40.4 +/-]B M4%.O.C=NGIF ANCHORING iHflOUGHTHEFRAMEPERSHEETS3&4 MAX.,0 SPACINGIFANCHORING TNROWIRTTIC INTEGRALFINPEBSHEET4 64 +80/429 400142 +80/-80.1 +/-70.4 APPUESTO B, CORN ANCHORS (SEFTABV:21 NOTAPPUueLE 66 +80/41.1 +8W-BBI +/-7&3 69 +/-79.3 +/-79.4 13.P �.649 +/-77.7 Window Design Pressure, (+1-psf) IN:uu: mB: m, G.: 15 3116" T Cap -Airspace -7116" A/A with SG TiPfl Wmdvx Wng Side pn) OI-Wms 77.78 7H 01 83 % 67 91 1 84 96 1 99 1 104 107 111 38 +BW-110 +8W-110 +BW-11D +80-110 +80-110 +8W110 +80/410 +801-110 +801.110 +60/.110 +80/-010 +801-010 +m-110 40 +801-110 +801-110 +80410 +80I-110 +601410 +80-109.9 +801-108.5 a8W.107.5 +801-1019 +801-106A +801•104.8 -+80/-104.1 +801•103,3 42 +801-110 +80'-1W.8 +801-108.8 +80'-107.9 +901.108.7 +BW-106.3 4801-104.8 +80-103.8 +BW-10&2 +801-100.8 +801-97.7 +06148.4 +80144.8 44 +8W-107.3 +W-1D6.7 +80-105,7 +801404.7 +80/-103.4 +BW.103 +801-401.4 +801-98.6 +80/46.7 +801-941 +801.91.4 +80-90.3 480/49.2 48 +1301-1D2 +B0-iD1.3 +80/.100.3 +BW99.2 +80147.3 +80/-96.2 +801-92.5 +BO/-90.4 +8049.2 +80.87.3 +80t-84.4 +80142.7 +8018&6 60 +801a.8 +80/499.1 +8(Y-98 +6W.9&9 +80143.9 480493A +8W49.9 +80-87.7 +BO1 ..2 +801-84.3 +801,81.1 +/-79.3 +/-77 61 +801-98.8 +so/-98 +BW.96.9 +80-96.8 +804928 +80/-92 +801-88.7 +80113.4 +80145 +801-828 +/-79.6 +/-77.7 +/•75.3 64 +BW-98.1 +80/45.3 +87-94 +BW92,1 +B0/49.4 +8W-W.5 +8045.1 +BW.02.7 +6W41.1 +1-78.9 +1-75,3 0-73.2 +/-70.8 58 +so/44 +BW83.2 1�8K 9196 +80-9&1 +BW47.2 +BWAB.3 +80-82.8 +8W-602 N-78.6 +/-7&3 +(-72.6 68 +801.91.4 +8W40.8 +BW49 ♦80/47.6 +80/45.1 +BW44.2 +89-00.6 +1-78 +/-78.3 +/-73.8 +/-70.2 m 01 +8W4R.8 +001-87 +801415,3 +001483.6 +80141.2 +8W-80.6 +/-77.3 a1-74.8 +/-728 +/•70,4 63 +801-65.5 +80144.8 +80/-828 +601-81.1 +1-78.8 N-]B +F74.8 m 84 4801-84.4 +8W43.5 +80141.7 +/40 +/-77.6 +/-76.B +/.73.6 % +BW-822 +BW412 +1•79.4 +1-77.6 +/-75 +/-74.2 +/-71 68 +1.80 +/-79.1 +/-77.2 +/-76.4 +/.727 +/-71:9 hNX.0.C. 5PACINGIFANCHORING TNROUGHTHE EPAME PEfl SHEERS&4 APPUES TO 8, C OR D ANCHORS (9EETABLE2) NAX.0.0.5PAONGIFANCHOflING THROUGH THE INTEGRAL FIN PER SHEET NOTAPPLICABIE 70 +/•78 +/-]7.1 +/-75 +/-73.2 +/-00.5 72 +l-i6 +/-76 +/-73 +/-71.1 74 N•74.1 +/-M +/-71 78 +/-722 a(-71.1 131' 77.78 1 +/-70.5 ii TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f+- LONG BIDE �' I SHORT 1 SIDE I )~ LONG SIDE --� �- ! SHORT SIDE p LONG SIDE I--1 IO THROUGH SSDET PES NOIRES: 1) BUCK DIMENSIONS SHOWN, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.. 3) FOR ARCHITEMPV4. WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. NO CHANGES THIS SHEET. U Y m c 0 OR U CDN g- o1W N V 19 m 2ul 0 z W LL 0 0 F N Z J W Z ❑ W OC try o LL a Z o N F m J (7 v7 3 z0 > W ❑ o. epll oc"p eeueg I AVL 12: Window Design Pressure, (+I. psQ use mb Iabk Nr.un 16 118" T Cap -Airspace - 7/116" WHwith SG TYPE- Window Long Side on) Olmenflon3 60,926 1 64 66 1 68 1 70 74 1 T7 1 e0 84 87 1 92 97 99 32 +801-110 +801.110 +001-110 480/41p +801.110 +BOI-110 +801.110 46d-110 +001.110 4801-110 4801-110 +801-110 +801 34 +Nlmiio +801-110 4601-110 4801-110 +80/410 +801-110 ♦00/410 +80'-110 +80/-110 480/-110 4801-110 +B0-410 480/-110 36 +801.110 +801.110 411 +801-110 +80/410 4601-110 +80/-110 +8W910 +80/-110 4801-110 4801-11D 1801-110 +80/-110 38 +80/-110 +80/-11D +801-110 +801-110 +801-110 +801.110 +BW410 +BW-110 +801.110 +001-110 4801-11D +BOId10 40 +801-110 +1 110 .80/410 ♦801-110 4801-11D +801-110 4001410 +80'-110 ♦801.110 +801-110 +80/-010. 42 4B01.110 +801.110 +81 +9W-110 +80/-11D +801-110 4801-110 +BW-110 +801-110 +801-110 44 +001.110 +BO/-0iD +80/-110 4801-110 180/-1I --;Sol 1-10 +80/-1f0 +81 4801410 y 48 +e01-110 +60%110 +801.110 +BD/-110 +801.110 4MI-110 +80/-110 +86'-110 0 4 +80/-110 +801.110 +B01-110 4801-110 +W/•110 4801410 +801-110 W 4801.110 +BO/-110 460/-1/0 +80/-110 +801-110 +801-110 62 4E01-110 4801-110 +601110 +801.110 +801-110 i. 64 +8U/-110 +BDI-170 480MIC) +BW110 56 +901.110 +801-110 +801-110 Be ♦801.110 +801-110 Inosm +801-110 } MO%.O.CI SPACMGIF ANCHOPoNG MAXD.G SPAONGIF ANMORING THROUGHTMEfPAMFPER SHEFi53&4 TNROWHTHF INTEGRAL RN PEfl SNEET4 APPLIES TO B, CORDANCH0R5 (SEE iAB1E 3i NOTAPPLICABLE vve• TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR " HORIZONTALLY AS SHOWN. LONG SIDE I-� LONOSIDE T �ROGUCI'RCVISFD 1 MC wirh Ow FbNa SHORT Raild.Im SIDE '\aeFlwx W -O .0�� I` SHORT - Evl�ireMn DWe rt __ 610E Mn. "dP Pr"4nu'Cm%r �- LONGSIOE -�� NO CHANGES THIS SHEET. JGE SHORT � � LONG - S DE SIDE 1 r To N .ee8 GLASS TYPES 14 NOT BE USED ' I- MAY NO OR INTEO WITH SHORT _ K d-CHANNEL OR INTEGRAL �'1 BIDE 00 0 FIN FRAMES. (�7 N g °IW K N N Window Design Pressure, 1+1-p 6Q Uu Nb kble rel 17 3116" T C a p -Airspace • 7116" HIM win 6G Tnp. T%P" Wmtlow Lotg ERNE (in) Dlmenmon5 ]7.]6 79 81 83 06 87 91 94 96 99 104 107 111 118 120 125 136 144 36 48W-110F+aof-ilo 10 +eWMO +801.110 +BW-110 +801-110 +801-110 +00/-110 +00/-110 +801-1f0 +BW-110 +801-110 +&71-170 +BOG110 +60/-110 +80/41p 480/-110 +B0410 40 +801-11010 +8W-110 +BIP-110 +BO/-110 +801-110 4S0/-110 +801-110 +801.11D +801-110 +80'-110 400/•710 +8W-110 +801-110 48W-110 +BW-no +801-110 +8 S'llo 42 460/-11010 +801-110 +8W-110 +80/410 +801-110 +801-110 4801-110 +801-11a +801410 tea-110 +801-110 +W/410 +80/-110 4801-110 +aW-710 +801-110 +801-110 44 +80/-11010 +801410 +BW-110 +BW-110 480/-110 +80/410 +801A10 +801-11D +80/-110 +8W-110 4801.110 +90/-i ip +80/410 +BW-110 +801.110 +BU/-110+801-11010 +801410 +8W-110 4801.110 +001-110 +60/-110 +80/-110 +801-11D +801-110 +80'-110 ♦001-110 +0O/-110 +801-110 4801-110 +80/410 50 +801-11010 +80/410 +B0'-110 4801-110 4MI-110 +801-110 +801-110 +80/-11D +801-110 +8W-110 4OW-11D +SO/-110 +601.110 "Cl-110 51 +Bo/-11010 +801-110 +00'-110 +801.110 +001-110 +801-110 ♦801-110 +801-110 +ea/-110 +80'-110 4801-110 +90/-11V ♦80/410 54 480/-110lo +80/-110 +BQ'-110+00/-1f0 +B0/-110 +BW-1f0 +BO/-110 +80/•170 +80/-1W +BW-110 +BW11D +00/-710 58 4B01 11010 +801-110 +BW-110 +801-110 +B01410 +80/-110 +00/-11D 4801-110 +801-110 +00'•110 +801-110 6B 4801-11D10 +801-110 +80'-11D +1 110 +60/-110 4801-110 4B0/-71f1 +801-110 +801-110 +BW-110 qA 61 4801-11D +801-110 +801-110 +89-110 +801-110 +801-110 480/-110 +801-110 +801-110 +80/410 A 63 480/-11D +801.110 +80/410 +e0'-tto +80/-110 +60/-110 +801-11p iB0/-110 4B0/-110 E4 +1 110 +80/-110 4801.110 +9W110 ♦BW-110 +80/-110 ♦801-110 +BW-110 Be +1 110 +8W-110 +80/-010 +80'-110 +BW-110 +Bo1-110 +801-110 68 +801-110 +801.110 4e0/-110 +80i410 +8W-110 +80/-110 MAX. D.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3&4 APDUFS TO B,C BLE21 HO0.5 (SEE TABLE 2i MAX. O.C. SPACING I F ANCHDRING THROUGH WE INTEGRAL FIN PER SHEET NOT APPIIGBLF 70 100/-110 +BW-110 +80/-110 48W-110 +e0/-110 72 +801-110 +90/410 4801410 +EW-im 74 +80/-110 +801.110 400e4lC, 78 +801-110 +eDAI10 g• 71.76 +601-110 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEOCT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, PE. O � Z `o g CJ = W U UUo oa ILI W'aN F JND .- o Z m O � O Z a o ® IR O W laaVS � 3 y z a w K °I°'S o a Z 0 N W JLL Y O N U Z > app W � asap a caua5 \\\L117- ` \.��pNY .!�i'U*;No FRAME ASSEMBLY DET...— MT d Q OB62. of ANCHOR COVER 1AAlBYE LDIE: -L .864' .301' o .825' o 1Tff�DJ -CHANNEL FRAME O2 FLANGE FPAME SILICONE HOT -MELT BUTYL �{ .064' 1T5• STRUCTURAL SILICONE STRUCTURAL 114"NOM. FOAM 3116'NOM. POLYISOBUTVLEN WITH o WITH DESICCANT DESICCANT O 1' BEAR EXT. GLASS EXL. GLASS EXl INT. GLASS INT. GLASS MITERED CORNERS NTH ''KODISPACE e6 aSUPER EXTERIOR�D ASG TPS SPACERUNXTT"' WELDS EXTERIOR L�' Part# Description Material 80 Kommeding 4SG TPS Spacer System 61 Ouanex Super Spacer nXr with Hot. Melt Butyl See this Sheet for 82 Duanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer HthtHtrvtic I c0, ncrvnl a, r I � o• ,,, uaw u tea. _T 1AM' - a se6• � 3,500' -- r—.N2" Q Q Q I oD o 13. OINTEGRAL FIN FRAME O EOUALLEGIBOXFRAME POLVISO- DESICCANT FILL AREA BUTYLENE 5116"NOM. SFAL SILICONESEAL LOLL -FORMED JLESS STEEL N7. GLASS EXY.GLASS- # Part# I Description Materiel 820117 J-channel Frame PVC 620118 Flange Frame PVC 620119 Integral Fin Frame PVC 620120 Equal Leg/Box Frame PVC r74 620133 Anchor Corer PVC 720136 720135 7/8" Glazing Bead V Glazing Bead PVC Backbedding, GE 7700 0 71646N Setting Block (718" x 1" x NOTES: I)SOME PARTS NOT SHOWN FORCLARITY. 2)J-CHANNEL FRAME SHOWN, PART#1.OTHER FRAMETYPESAPPLY. 3) ITEMS p &73.75-77 b ]BARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. XL EDGETN 8SPACER PVC + r Dow 791 Silicone -_ 1/e"), 85 +/. 6 duro. EPDM p �allY N LYN I�'' ON ..... 1070 TECHNOLOGY DRIVE 4Q.-L1cENsp/!!F N. VENICE, FL 34275..p . (941}480-1600 = *,' No 58705 i ® COMllGLLRI APOTINOVSTRIES,IN4 - /l/-/-p1I) ' CERT.IOF AUTH.M2e286 ALL RGHTS PESERi'EG �A0, VINYL IXED WINDOW NOA(LM&SM) 0 919/14 %�tns `•:<ORIpYYIIP..,'G\�: BOM &111 ASSEMBLY om` J ROSOWSKI ]S�� , Ea PW.56401"1 NTS Id 11 OF 11 JbI MD-5520.0 p B A. LYNN MILLER, P.E: P.El150705 MIAMI-DADE MIANII-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNENTISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NO TT�� s C'CEPTANCE (NOA) w v.miamidade2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will -incur the ezpenseof such —testing a—u&the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 1 I)ESCRIPTION: Series "BR-5510" PVC Horizontal Rollin Window—L.M.I. 1 APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1VIISSILE IMPACT KATING: Large and Small Missile Impact Resistant 1 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is 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 IC 3, i l Approval Date: August 31, 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-AR5510-01 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. 0 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 witarked-up drawings and -installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc.; Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072; dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. IS-0903. 10) Jorge 1V Plasencia,P.E. 1,rpduct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August31,2017 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 underNOANo.I5-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08128/1-5, prepared by manufacturer; signed and sealed -by - -- Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "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 09115116, expiring on 04/16/20.' 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M Plasencia, P.E. Prpffuct Control Unit Supervisor NOA No. 17-0411.03 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014) and FBC- 61 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-underNOANo.-I5=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 CLUSTER DETAILS SHEETS a -MAX A BE - —IO•MAX SWEET 3 EQUALLY SPACED ANCHORS PER / rABLBsns / 91K, 12 vMAX O.C. a 6HEET3 r MAX __'T_ 4 I,SHEET4`, — 14 19. ]a' j , MAX.AX. MAX. G.D. BUCK T / HEIGHT SEE 1 SHEETS JJJ a-16 —la-MAX OESIGNPRESSURE RATING IMPACTRATINO VARIESPERREINFORCEMEW LARGEISIM%UL OSSILE BEE GREETS LEVEL, SEE BHEET58d PACT RESISTAW P16 a D.6EE M ANCHORS, SEE CLUSTER SHEET4 DETAILSSHEET5—16.85 1B.'MAX O.C. —� ..�e� F— B4 e'I 6H 1. MAX E SUCK HEIGHT ANCHO I TABU CtE� LS —�"SET 3 SEE— �6� IONLY PACED iS PEA E,I (� `r E 93' BUG BUC S2 0 HEIGI 0 X _ 16.6i MAX O.G. .MAX 4.O. EPHOLES WEEPHOLES e 3'MAX 3 140' MAX. BUCK WOW SEA MU.OUE I T EMOUE - - WEEPHOLE V 4'O.C. I 3'MAX I! WEEPHOLE 4-O.C. a'MNL BEES DETAILS, —'-'I F^� DETAILS, WEEPH 6HFET3 BETWEEN SHEET 4 `BETY4EES l- SHEETS PEEPHOLES EPHOLES a0 SHEEi 75' MAX. BUCK W10TH ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP, FIN OR J.CHANNEL SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL{IN GENERAL NOTES: SERIES 5610 IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFWE FLORIDABUILDING CODE INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE UINHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINDAORNE DEBRIS REGIME. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HWZ,THE OUTBOARD UTE (CAP) MUSTTEMPERW . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMWADE COUNTYPPPROVEO MASONRYANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE ASTM CSO CONCRETEMASONRYUNITSA WNCRETEWITHMW.KSIPERANCHORTYPE 4)ALL WOOD BUCKS LESSTHAN 1-I?THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX MOD DUCKSAREOPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE MOD BUCKS DEPICTEDAS2XARE1-12' THIG( OR GREATER. iXAND2 BUMS WHEN USED) SHALL BE DESIGNEOANO SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOW BUCKDESIGN ANDINSTN. PONISTHERESPONSIBILITYOFTHEENGINEER,(EOR)ORARGIITEGTOFRECORD.(AOR). S)MWOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 8TUCOO. USEANCHORS OFSUFFICIENT LENGTH TOACHIEW REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS WOULD BE SEALED. OVERALL SEAUNGTLASHING STRATEGYFOR WATER RESISTANCE OF INSTALLATION SHALLaE DONE BY OTHERS AND IS SEYONDTHE SCOPE OF THESE INSTRUCTIONS. 6) l/4' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT RUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIES LOADS. BASED ON STRUCTURAL & CYCLE TESTING AND CLASS PER ASTM USED ON WATER TEST PRESSURE. STRUCTURAL & CYCLE TESTA FOR USER INSTRUCTIONS: I GLASS PER PSTM E1300. 1 DNDING TO THE REQUIRED DESIGN PRESSURE. THE MAO%STRESS INCREASE HAS NOT BEEN USED IN OF ANCHORS INTO MOD. ANCHORSTIRAY COME I WO CONTACT WITH OTHER DISSIMILAR MATERIALS USA BUILDING CODE AND TO BE REVI E W EO BY ME ALTMORW HAV W G JURISDICTION. ; ELCO AGGREUATOR NOA; ENEROI WINDOW AND DOOR PROFILES, LTD MRS & BROWMIGHTER GUNNED IN STEP I. USE INDEX TABLE 5 ON SHEET 6 TO HELP FWD TILE APPROPRIATE TABLE Z A.:T No.6B]D$ 3) DETERMINE WE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION _ /s CONDITIONS. �•D // 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 1747(SHEEFS0.16), WRIFYTHE ANCHORISUBSTRATE WU. MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES F OR 3, AND THAT ALL MIN. REQUIREMENTS MGM THIS SHEET ISEI S)MBTAA AS PER SHEET 3 FOR FVdIGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR WTEGRN- FIWlCHNNNEL NSTALLATION. FS''�;I ORIDP,.• USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. - '•,AS�Q(LTAL E7 NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE GAME PROCESS FOR All FRAME TYPES (J4:HANNEL. FLANGE, ALVNIIAILE0. INTEGRAL FIN OR EQUAL LEGIBOX), SEE FIGURE D ON GREET 2. PXH0Mn5 T ELEVATION FOR TIP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES/STANDARDSUSED a201T FLORIDABOILDING CODE (FBC), 6TR EDITION •2014 RORIDABUILDING CODE (FBC), STH EDWON •ABTM E1S03418 •ANSIIAF&PA NM2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2D1S •AISI $100-12 .AISC360-10 :TIRE NOTES._....._ . 1 ATIONS......_._..._.._......... 1 IE. GLASS &ANCHOR OPTIONS . ............ _._.._....2 ILLATION, FLANGE & EQUAL LEGIBOX................3 ILLATION, INTEGRAL FIN & 3CIMfNNEL................. -. 4 ING OETAILS_._............. ... 5 SN PRESSURES-..___.... 841 JR 03/27/17 woieiouiwoamrily: FM[W Bf Dab: Rsnim O Oeeeriplien: GENERAL NOTES & ELEVATION CERT.OFAUTM. /292Ba I To.: HORIZONTAL ROLLER - LM SWef/NeLM. B[al.: Se.E HR-5510 NTS 1 OF 18 PRODUCT REVISED ill ae complYing ILM1 LNe Florida BRIMIRB Code NOA-No. 17.0411.08 EXplmOenD 09124/2020 Mla J 05/15/15 Rx. -01 1 B m Glass e Description (Ll.ted from Exterior to Interior) 6 16' Laminated I.O.: 1/8" A Extedor Cap + 7116' Air Space + &TO' Laminated; (2) Ums of I1W A Glass with .000' PVB Iniedayer 6 716" Laminated LG.: 1/8" TExte for Cap +7/16' Air Space +5/16• laminated; (2) Chen of V8" A Glass wIm.090' PVB Interlayer 7 6" Laminated LG.; 3116' A Exterior Cap + 3/6' Air Space + 5/16' Laminated; (2) Liles of 1M" A Glass with .WY PVB Interlayer 6 718" Laminated l.G.: 3110" T Exterior Cap +3/8' A r Same 4 916- Laminated, (2) LNes of 1/8' A Glass Wth.090' PVB ORerlayer, 10 7/8'Laminated I.E.:IlW T Exterior Cap +7/16'Ali SPACE +5/16'Laminated; (2)Ulm oft/8' H Glass w1th.090' SG IMedayer 11 7/8' Laminated I.G.: ME' A Exterior Cap+ 318' Air Space +5116' Laminated, (2) Lltes of 11W H Glass Y8N.090' SG Intedayer 12 71W Laminated l.G.:3116'T Extendr Cap+Win AirSlaooe+5/16- Laminated; (2)Ules oft/8' H Glass wi(h.090'SG lIS Byer 14 7/8'Laminatedl.G.:IAS-TExterlor Cep+N16"Alr Space+7116-Laminated;(2)Utes 03116' AGlass wM.090SG!r ' erinyel 16 ]Ifi' Laminated LG.: 3'1fi' A Exletlor Cap+ 1/4' Alr Space +7/16" Laminated; (2) Utes of 3/16• A Glass AMih .090' SG Interlayer 1 18 171W Laminaledl.G.:3fIW TExtender Cap+1/4"Ah Space+7116'laminated;(2)Ulea Gf3116"AGlass wllh.090•SG lterlayer -MIN.OF3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU•VALUES MAYBEUSIED FOR GROUTED CMU APPLICATIONS. •A•=ANNEALED .H•: HEAT STRENGTHENED T TEMPERED •PVB•-.09m TROSIFOUD PVB BY KURARAY AMERICA INC 'SG'- B90•SENTRYCLASO IMER. NURPRAY AMERICA GIINC. MY N TYPES ElsMAY OTT UFIVH2 BA OYE 3 Materiel Me Fr Min. Fu Steel Sar . 92 kel 120 k11 18ASanry 60ke1 eb ksl 4106amw 90 kit 11V Pal El.. Agana Oidd* S7 MI 96 ksl Elco UHnCer,D 155k.1 177W 410 SS EIT OeteFlex® 12T.4 top 189.7kei 60G+T5 Alarms. Ism 22 kti It SIed 36k.i 58 its! Dr. 33 Start Slut 33 kN 45 Psi INSTALLATION NOTES SEE SHEETS 3S 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TALES 283, THIS SHEET. FOLLOW EMBEDMEM AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET, ALL WOOD RUCKS LESS THAN 1-112"THICK ME TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IN'THICK OR GREATER 1X AND 2IX aVCKs(MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION 0 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 1ABLe J: NILUWAnLe ANU V M ni Group Anchor Subdrala Mtn. Edge DlMan. Min. EmbedmanY 4) SEE BH E 2-1/2 x.31-Common Nail P.T. SDNInm Path(SG=0.55) OAF 2-7/16 2-1/2• WnOahnok RmhO Neil P.T. Soelhem Pine(SG0.55) wr 2-711V P.T. Southern Pine (aG,RS5) 1t2' 141?8' F #10 Tradmi ed SINS (.1.1, 1"S.S. d 4mss.) MIN, OF 3 Alanlnum, 6063-TS' 3'6 0.050' Steel SIud,Gr. 33• 3W 800/5V(18 Go.) Steal, A30' SIG" r 0,050' 012 SINS (steel, I"E S w410S.S.) P.T. Southern Pine(SO=0.55) wiv 1.31W THREADS Mundnum, TA6315• W, 0.0Sir BEYOND TH METAL318' SUBSTRATE. S1eM Stud, GR 33' 0.056 stool, n3s• 31a D.osa• EET 18 FOR OPTIONAL EGRESS LOCK DETAILS E \1 L1 I u"r t1T \\BONY LYNry1 * ; No.6B105 730 •. EO��: 0/� IMIDIECHNOI N.VENICE,FL �;,<ORIDP:'.'� . ,Ci - HNIH8o-Mo0 Tiollu cTel I ennu uFTIfNIC PFn Fa<x1FT . Freree Types (se. Fl, III Glass OpUon. Ma. Table l) n In9allatla C"HII.Ion ee Subdr.Option Detail Sheet •LChamlel (#1) -4 RKigh om Inhplal fin...... ....Into 2XWoad Fame/Bucksep- sleet 4, option6 ...Into Metal -.heel 4, lifto 8 Thhatomatame ottla WMay...... .-Inm 2XWoad FremM rip -sines 4, option pilau ....in[e Me19-.heel4, aPUmT Flange �(d2) 1_q PNdWh me"me oflhewWow...... ....Into2XWoad FremelBudk.Mp-.11Mt3,.p5k 1 ..�to furlcnte'CMU-sheet 3, Nation ... Ihouph lXBuckaM InM (brcreldCMU-eheel3, op5on3 ....Into Metal -.Feet 3, option 4 lete9Ml no (�1 1.4 fima9h the hddBal In...... ....Into 2KWoM FramNBaknidp-.Mat 4, optlon5 ....Into Metal -SheN 4, ePH.8 Tbouph me dame....lone .Iltp w;Nnr...........nm 2XWaod FremMblp BOdke-.hoot 4, opilon6 PbMI-sheet 4, aPHan T Ba/ ERue+Lep (#4) 1-4 llvagh the trams ollFe eiNmr.......... ....Into M Wood Fremn'Brskaldp -.heel 3,0plion 1 ....me Cencrete/CMU-state 3option 2 man h1X Bwk.tn rc Into CoabdIMU-oheel3opd. 3 ....Into Melee--113, -11an 4 ® • O I. I I CERT.OFAtfm.0HEN E8 JR PRODUCT REVISED B..ompl In WIN me FloNGa Ulldrn9 Cotlo NOA-N.. 17-0411.00 MM: RMdon: expiration D.tn09/24/2020 03/27/17 xoaMNOFSTMmsectT. B roRaFhAo: Mi cs am n P.nduel Ctiondrit GLASS/ANCHORS/FRAME OPTIONS I J, sue: HORIZONTAL ROLLER - LM s `/MadA Sm'e: a a,..6q Na HR-5510 NTS 2 OF 18 MD-HRI 05/15/15 Rm 01 B' INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP.ANCHORTYPE, INSTALLATION EMSEDMENTANDEDGE OPTION 1 DISTANCE PER SUBSTRATE, ANCHOREDTHROUGH EDGEDISTANCE 9EE TABlE 2, SHEEi2. FAMAEINTO2XWOOD FRPMEORBUCKSTRP. SEENOTE2.81HEET2. Q - FLANGE EMBEDMEN 91G OR EL FRAME SMS(GS)'S LL SHOWN � TABLE ; SHEET }. —E1/4'MAX 2 SHIM 79 22 DADEAPPROVEDMUWON, Ty FBCCOMPLIPM AL ORSTESTEELFRAMINO OTI 9AI-ORH VISIBLE FIXED RVONT . VSUBST LIGHT LITE ATE PROPERTIES. SEE SUBSTRATE HEIGHT 2. SHEET TABLE 2, SHEETT 19 J— z9 DUCK HEIGHT E%iERl03 4 OPERABLE SASH 21 OR T2 OR 23 VISIBLE LIGHT ;11 (SEE SHEETS BE) HEIGHT II TYPICAL FOR L SHOWN IA/4•X . EQUPLlEO �.� FPAME SHOWN ' INSTALLATION EMBeoMENr OPTION 2 •� ANCHORED THROUGH :;'CONCRETECMU.EMBEDMErNrtT ;.�SE�GTION :RAMEDIRECTLYINro DISTANCE AND RTICALDISTANCEPERSUSEETASLE2.SHE INSTALLATION OPTION gEE INSTALLATION NOTES 9HEET2 ANCHOREDTHROUGH FRAME INTO METAL —�{----1q'MAX SHIM � 19 It6F FIXED UTE FLANGE FRAME SHOWN K-KN GASH EXTERIOR v — _ -_ BUCKmm HORIZONTAL SECTION A -A (OX ^` 1B TB OPERABLE SASH VISIBLELIGHT'MDTH u1B�_4 U HT WIDTH_ VISIBLE LIGHT FORMULAS (EQUAL -CITE X080X1 WIDTH:BUCKWIDTH/2-41/4• HEIGHR BUCK HEIGHT --;lW VISIBLE LIGHT WIDTH BUCK WIDTH *: No. 3870g o .W-'. iAl,I �.c4 IE PE. I CFNi.OFAUM 9YB2B8 INSTALLATION OPTION 3 AE E ANHOSTRIP I o CONC ICMU. eVCK9IWPINT000NCAETECMU. gEE NOTE T, SHEET 2. 1/4-MAXSHIM EMBEDMENT 29 —T 2B EDGE DISTANCE P. ANCHOR TYPE, U NE EMBEDATE.SED EDGEDISTANGEPER uu TABLE 2. SHEET TPSLE 3, SHEETi A EOUAL LEG (1)ATMIDSPANOFINTERLOG( FRAME ACHEASH SHOWN �@JCORNERAND(1)ATCENTEROF SASH STIESM EXTERIOR V EOUAL-LEG PRODUCT REVISED FRAME PlYing I1H ^Fl.dd. SHOWN No".. 17-0411.08 ewe By Ccb: FaHNan• B>tpirallnn D 0 4/2020 JR 03/27/17 HDa ..THSSAff.. B ewe 3X: GN Rerbbn: enrol oPr^ucL com.o vNpllan: a,M GY LANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI rc �� IORIZONTAL ROLLER -LM 05/15/15 HR- 9+Grob: Gael P'an'n9Ne. p'B HR-5510 NTS 3 OF 18 M0.HR5510-01 I INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHoaEDTHROUGaI FRAME R1r0 aX OPTION 21 ROOp 23 WOOD FRAME ORBUCKSTRW. SEE INSTALLATION OPTION S ANCHORED THROUGH PRAME SEE INSTALLATONNOTESSHEET2 (SEE SHEETS&8) NOTE 2, SHEETZ ANCHORED THROUGH 1 INTOMETAL(INTEGRAL TYPICAL FOR ALL EMBEDMEI.R INTEGRALFININTOU EMBEDMENT FIN/ ANGEREMOVED) 'XO' OR 'OX'SASH Y9 WOOD FRAME OR BUCK16 - : STRIP. SEE NOTE2, EDGE —�- 1M'MAX .SHIM 19 16 30 SHEET2. DISTANCE 13 20 40 OPERABLE 43 29 EDGE 61DOR912SIEEL SASH DISTANCE J-IHANNEL 1 37-39 _ 1L SMB GS 3E FRAMESHOYM TABLE2, 9NEETi. 26 TYP. ANCHOR TYPE, p 1 EMBEUMENTAND 1M4•MAXSHIM PIXEO d1 EDGE DISTANCE PER 1 LTE Q - SUBSTRATE.SEE TYP.ANCHORTYPE, FIN ApDR1R r �'I NBIBLE ENBEOMEMPND EDGE FLANGE MAYBE LIGHT WIDTH TABLE 2, SHEET2. DISTANCEPERSMBSTRATE, REMOVED WIELD ISCREW 9110VM) SEE TABLE3, SHEETZ rcff: B] FIN DADEAPPROVEDMULLION, FRAME 13D IE�RIOR BHOWIJ 29 'FBC COMPLWJT LIGHTWDTH D ALVMINUMSTEELFRAMING 72 24 OR 26 OR 26 1d 3 ORSTEELS....... BE SEE SHEETS 6-8)TYPICAL FOR WSIBLE FIXED VERTICAL OR HORIZONTAL. UGHt LITE SEE SUBSTRATE PROPERTIES. '%O'OR'OX'FIXEO MEETING RAIL IN HEIGHT TABLES263. SHEET2. BUCK WIDTH OPTION8 HORIZONTAL SECTION GC(OX) ISEESHEET3]-B) ANCHOREDTHHOIGH 29 TYPICAL FOR FININTOMETAL :. 28 30 16 18 16 ALLIC' (FUNOE MAY BE REMOVED) BUCK 'f— OPERABLE 20 OPERABLE 43 3ASH EXTERIOR i e HEIGHT 1 SASH d0 a SASH o 910O 34SE2EEL v191BLE 'I-, a 3139 SMS (GS). SEE 2SEE SHEETB6B) LIGHT OPERABLE ii TABLE23HfET2. HEIGHT BASH yg TYPICAL FOR 1 47 FIXED ALL SASH- .L— 10 VS BLE LRE MIS BLE BB 43 97 LIGHTWIDTI e GHF WIDTH I 80 Bi FIN 07 BS MEP FRAME '._ NOTCHES P9 29 SHOWN 0 BO LIGHTIVA TH ]2 4j EXTERIOR 1CHM'NEL ' 3M•xw• u�o 2e 1-1M'XIM' 3 (SEE SHEETS") TYPICAL FOR 14 v 1 I FRAME 16 AU'XOX' FIXED MEETING RAIL SHOWN 33 BUCK W OB, 3 1WMAX PRODUCT REVISED SHIM HORIZONTAL SECTION C-C (XOX) . ., Gyasg. eN. Pronaa p (1)AT RAID -SPAN OF INTERLOCK BN121ng Cetla INSTALLATION PER SECTION 0.OABOVE ry0p-ryp, 77-047:.08 FIN FRAME T q3 (1OF FROM EACH 3ABH (IIIINII SHOWN II O CORNERANO (1)AT CENTEROF Ratieed By WU: FMNenr EFplra4on Da 9/i4@020 EDGED CHORTYPE, Q SASH snLEsmMls ��'�N'QNa. 53705 i',, JR 03/27117 DT NouuwFSTx¢sxFtr. EMBEOMEMAND t0 EDGE OI6TANCE PER EDGEDISTANCE Q:- '.•P i FMvd By: Bah' RMdom Mlam P SUBSTRATE, SEE SEENa. 36]05 *_ TABLE 3,SHEET 2. �T EMBEDMENT K O DeeMPWn: Bryn BY •D ' �j J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI I VISIBLE LIGHT FORMULAS A ', Z 31I1� :' INSTALLATION OPTION VERTICAL (EQUAL-LITE, XO&OX) pOT ffiA EOF ,�k]�c tBro TEclwowcT•D "` I ANCHOREDT{ROUGH INTEOPPL FIN $ECTIDN D-D II4VBJTH: BVDK WIDTH/2-4-1M• ''F�, :R,ZORIOP. G�G`�: NVFNDE FL 342T6 Rlk: IM02%WOODFRAMEOR BUCK- YMEIOHT: DUCKHEIGfR4-1/4' TONAL L'�•``� ((&LV�WMCA�IFPDTNnB91RIF.9..IG HORIZONTAL ROLLER-LM 05l15H5 SROP. $EE NOTE 2,SHffT2 r1111111111 AV.FIDHIBIE9ER'hnI 6drT/YadY: .Smle S'sh DrpPln9 No. Rx. A LYNM, Im, P.E.LcERr oFwm.9zDme, HR-5510 NTS 4OF 18 MD-HR5510-01 B P."mm6 I I f I v` SILICONE STRUCTURAL ]R NOM. Imo— -+� )IB'NOM Imo— —�{ 7A'NOM. I+ —�{ WNOM POLVISOBUTYLENE lie NOM. WRH DESICCANT 5/16"NA PVB 5/10"A/A PVB 5/iG,"A/A PVB 5I10"A/A PVB EXT. GIA55 ie KODISPACE 7/16' AIR SPACE 3/BAIRSPACE 3/8"AIRSPACE 4SG TPS .7/16'AIRSPACE 1/8' A GLASS 1/8' T GLASS 3/16-A_ GLASS 3/16' T GLASS G]EXTENOR a EXTERIOR a EXTERIOR a EXIEFIOR INT. GLASS HOT -MELT BUTYL sTRSILIC N. GLASS TYPE 5 GLASS TYPE 8 GLASS TYPE 7 GLASS TYPE 8 SILICONE FOAM v1e'Nou. WIM DESMCJJIT n SUPER �SPACER"NXT"� —^ ]l8'NOM H— —�{ I ]IB'NOM. I� ail -+{ >R'NOM {�— +{ I )R'NOM Exr. GLAss 5/16' Hhl SG 5/16" H01 SG 6/16" H/H SG 7/16' A(A SG '7/16'AIR SPACE 3/8'AIR SPACE 3/8'I AIRSPACE 5116"AIR SPACE INT. GLASS 1/8-T GLASS 3/16"A_GLASS 3/16"TGLASS 1/8'TGLASS ALUMMM ( FD EWR <3 MERI00. 16aEXTERIOR aE%TERIOR REINFORCEMENT m )B 16m 1&m io-m 5/16' MOM. BNTVLa DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM DURASEALO FXT.GVSS iB SPACER V!' AS$ —� 7/B-NOM Imo— t"il, ]IB'NOM. . 7o-7a BITE TYP. TY1'. ' INT.GLASS 72 Q 74 7116"A/A SG 7/16'AfA SG CLASS TYPES 5,7. 11815 EXTERIOR 1/4"AIRSPACE 1/4"AIRSPACE O MAY NOT BE USED LATHE NVHZABOVE3tl. POLYI50- DESICCAM FILL AREA 28 3/16"AGLASS 3/16"T GLASS' • BUL SF�AEL &I NOM. 76)a IimmOR G]EMERIOR '0 � BORwTEGRALB SLICONE SEAL ROLL -FORMED mm >am •HNFRAME$ _ STAwLE55 STE XL EDGE 33 PRODUCT REVISED )1 - GLASS TYPE 15 GLASS TYPE 16 a�liamy o� wleN L°" FI.0B' Hxr.cLAss SPACER NOA-Nv. 17.0414.08 o II l I R000rd BX Mr. gMebn: PlevOvv Dv�9124rz6zG �4�;pNYcF.NSF Mi��'% JR 03/27/17 uoaW+oesmgsvo-xr. a TYP. GLAZING DETAIL _ Q,: '.RP q.w.e By: we,: RerimrV mlam a ro WCL vv . 'A'=ANNEALED p * r No.5B]OS *— _ = h ® ' BnnlpL'nm B'°e^ BF p."al DeeMPlon Male Nel I6 Nommmling46G TP$SPocorBptom TT NI@ Gn00BY $V�f $POCBf R WHot MPM1 BVIN o. thio $ $ tb w6r JB Ovenel 0orzseN Sppeet MeleAele m CadiraI A Edge Sp Bee] 'H'=HEAT$TRENGTHENED -� p_ ^�)'• GLAZING DETAILS J ROSOWSKI 'T'=TEMPERED .PVB'=.BBB'TRGSlFOLWPVBBYMRARAYAMERICA, INC. sf 4E3� �.(�•• A 0 lG�C 'i �': 1WOTECHNOIOGYDRIVE' WNICE, Rlf°' Lyy; 'SG'=.090"SENTRYGLP9WINTERIAYER BY KURARAV - O' 'F,<OgIO?:" ' SS' G� N. RUM 041} 1,600 HORIZONTAL ROLLER WINDOW. LM 05115/15 AMERlcgwc. f]f�ON1ALI1IEN.`�� mpMa w.°aaRflepdnF(n� X6 s«r..ryoeeE svr. vW.e uv.na Ne. q.W FOR LAMINATED EiVu7NG COMPONENTS, SEE TABLE I. 0.LYNN�iM... P.E. HR-5510 NTS 5OF 18 MD-HR5510-01 B agm 4 BBm SHEE) pumm5 CERT.OFAl11H. Ta81B9 Index to All Design Pressure and Anchor Ouantity Tables Coca Mee. main Man. Head G.. Type Rent Leq Oe:XJn PImP:n A� O.U, Xl OX TV 6-8 06 17 B.T 2 7 0 10 9 3 B 19 10 BT 4 H 0 21 11 TT 6.8 4 10 B A 10 TS 7W 10-12 4 12 B 71 11 14.16 4 12 B n 11 X0X US- BT 5-8 3 9 7 m 12 2 a 0 4 13 B 21 =3 780 4 14 B 25 H 1�, a10-12 4 t5 B R 15 t4-1E 4 10 a U i Dsslgn PressumlaR'IOTXO,OXWindowsAB gi Suck Fbl9M op to 54' ✓�01-50 .1'GG Inole 1] r Vn Ni41tANVe SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN 5-ANCHOR (REINFORCEMENTSSHOWN INF(GURESAPPLYTOALL CLUSTER DETAIL FRAME TYPES B CONFIGURATIONS) 4-MAX.O.C. + r— a h j/ 4-ANCHOR CLUSTER DETAIL sASH va0m R rt MEETING RAIL d•MAX G.G. —y �- 24 21 21 JAMB Sx r3-ANCHOR STER DETAIL NOTES: 1) USE -ED THROUGH FOR ALL WI OR 11111111 ( INSTALLED THROUGH THE FRAME OR � IF MAX. O.C. ��.__..J INTEGRAL FIM QK.•.••NNrL/J//'''. 4. MN. O.C. 1 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SHEETS 3 4}SASH SIZE IS AS PERmEFlWRE No, 59705 3)FORSCESNOTSHOWN,ROUND UPTOTHE NEXT AVARABLE WIDTH OR HEIG ii -•D { /Jf -sr� _ DIMENSION SHOWN ON THE TABLE. 2-ANCHOR 4)'174.In-WC'AND'Il IW739NOICATETHAT -0, Gv- // THOSE STANDARD SASH CONFIGURATIONS w CLUSTER DETAIL AUJACEENTWLUMNN. CUSTO WOCATE9� /ONAL S' G MAT NO STANDARD SAGHVJ RQUIRATIONS 'rl1111111111 FALLWDHINTHERANGE. ALYNN I.M.M PE. LE TABL ' I Glaze rypee aslgn Pressure ObsMe) B'B 1arXO or OX WIndOWe Relltl. U.1 R2 All Buck Ha kb eptow An Busk W W WTS dine 465 /-70 GEE TABIEIB ORAGE R dT V LW!� PRODUCTREVISED Bulltling ICotlewith the Florida NDA-Ne. 17-0411.08 daBd a/.. Balm Fa Harem. Eaptrnllan Date 09/24/2020 JR 03/27/17 CORREMEDTAII.c. Dy nwd ey GMr ReHion: Mla I-0e IDBnVa urPVen: paen M" ESIGN PRESSURE TABLES J ROSOWSKI la Dow IORIZONTALROLLER -LM 05/15/15 rle Naiat SSNc SMBh PV Wy Na. Fr•: HR-5510 NTS 6 OF 18 MD-HR5510-01 B d - SASH WIDTH �I' 0. H it MEETNDRAIL J JAMB � V SECTION DETAIL 1 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHO WN IN FIGURES APPLY TOALL FRAME TYPES& CONFIGURATIONS) 1 LOWS INSTALLED THROUGH WE FRAME OR INTEGRAL FIN. IDTH AND BUCK HEIGHT (SEE SHEETS 34). BASH SRE IS AS PER THE FIGURE IF TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON WE TABEI iTE THAT THOSE STANDARD EACH CONFIGURATIONS FAIL WITHIN THE SASH WE 'WSTOW INDICATES THAT NO STANDARD SASH CONFIGURATIONS FAIL WITHIN TABLE 8: 61.•• TrFoa Design Prea.... Obs)R'J e-a tar KID or OX Windows Rohtt.A.IR31 Ae Buck HeigW%uFle M' u exk WAem• .07 ♦50l-50 GEE TABLE 19 FOR ANCHORAGE GIms Types 5.8 none Gnli9umNm SmA Wide Rome(n) Design Pressure(IbslHe) for XOX Widows RtlnL Le.¢I R3 NIMEw•Buck N9pt1 11.391-11.391 NO I -NO .50.0 MO •50.0 40.0 38' %-Y-X 123W.12308 .59.0 500 .50.0 50A -We 500 %-%-% 11.391-13S9 .W.O NO NO SO.D +WA 7D0 4St1H, -79 -4-% 13399. 14.BOB .WOE 500 .NO -]DO +W.O ZOO YvX-� 11'391. 12297 +WA .50.0 .50.0 -WO +W.O 501) 473I4' 12293.15S59 +W.O No +60.0 N.O .50.0 50.0 Corson 11d91-12010 4WS 5W 150,0 MB .W.O S00 52.11B' X-X-X 1201i-1139I +500 500 +500 -50.0 +WA 500 ' ! - 1].398.1].018 +W.O -zw,, +W.O ND .50.0 50D BOB.. 11.391.1339] +5D.0 50O' +510 50.0 .WA 50A 60' X-Y-Y 13.390.15280 .W.O -510 +BOA 50.0 1 .W.O SOD X-X-Y 15.381.19O41 +W.O 500 .W.OWNa 30.D Cusmm 11.391-1339] +W.O .500 .ED0AA ton13.3W-19110 +W.O 40.0 .NO.O 50.019AH-24.5T .WO 5D0 +50.0L 50SOnion 103W-1930i +MD 50O .NO91- -19.1`X-X-Y 19398-24.MO +WA -WO +W.O.O SODCBM 24.301-303W .W.O NO .50+000 300127 X-X-Y_ -30M +WO 'No '50.09I' -49.1- '+W/SD FOR GIA55lYYG5 tl-tl 9EE TAB41 GY tVtt IWVXVXntie I WIDTH-5918 "MIN. SASH BI]E= WINDOW 2 PRODUCT REVISED I Y9 caalplyln IM the Florlea aReing Go9 NOn-Ne. 17-0411.08 p111111111i N��l rr' R.dma Br: Pore:/27/17 Rari+lam. exptrau9n Date 09/2412020 58 JR 03xomwwlB3THusxTET. Dy--F6 x.wwe Rr Harr. 12MNm: .7 05 DESIGN PRESSURE TABLES 01wn y J ROSOWSKI OT'. sTATEO/L� 1Q ...... ': 1O]O TECNNOLOOYOP.IVE SO•' mt... S'S'�NAj1�NG1� N. VENICE. FL 34WS 1B4 RBOI?ONTAL ROOLLER- LM 15/x�B5 mnPOTvmuPn D1 n.H� A LYPN£N CFT.OFAUTH.99296 15�ke is RNTS 7OF18 MR55100-051/ A14YL1 705P.E. gommE i S°vij gT=$ �my�a �$ox� y'"`"ya >>�ivpp Fi��Fo Nwvx sick wmn a o o M g o a c e w g e Y�oa u m o 0 0 o b o S N o$ o e a e W e e o C o wikav BukWM M1a `i 9 e+• �d?l ?:C3 1=0 \X� - m�gPm�m=m= gym N o mo P. P. A a m 1& o U A o o s 'soo Sl'�aa Ewa N a O s ese�goo' _ x N o N a N i?e g ��n q (n '• $ MOM z zz>�O t z ZOO 0 rtOrtI z�yoi0y-1 = $ _® 5 u N CAS cn� p 2 om o D m rt we N • No ® Z1 Cll r af5o ziis: z �gs7 1� m r A A� > m0.N 3m W E f- m rg Q y m O 3u a "00 2� b e PmeC L o y Z S O a- tMimw•aisk vnmh a n$ c o,• b a4 Y O e 9 p 09� e k�$goe�ob'o� n WIMaa 81P:k{aNMIM1 a 4] g ° e_p H Y am4 E oa��eo" o eNve� = vo o $ z 5 a �o"Noo a W1M G.k Mh a aZ Pu u+ 9 m k w R N n n y e o o O e e e e b b st e x m � OO o e e e x u y�c �-7777— I A m ois 000 •MmvvB kva�p 4 x pugxxgxxg Q ggxsx�:yyxxo 3- 'mow Ay M � e o �01 g' G& G g C• u% A S Y i �S. eeb� e;,aoe$z x eon c Glass Typ® Anchor Quantities for XO or OX Windows 5.6 Sash 30' Helghl 36" Helghl 48' Heighl 54' Height 30' Helghl 36" Haight 48" Helghl 54" Height wM01 Head Head E Head E Head E Heed E Head B Head 'Op Head E Reln( Level On) g 511 a Sill 8 Sill 8 5111 8 SIII 8 SI8 8 EIII 8 S11 R7 Anchor Group A Anchor Group C 2511T 12.147 1+C2+1 2 7+C2+1 3 1+C2N 3 i+C2+1 3F2.C2+2 2 1+C2N 3 1+C2+1 3 HC2+1 3 LL 9 21" 13.397 HC2+1 2 1+C2+1 3 NC2+1 3 1+C2+1 32 1+C2+1 3 1+C2+1 3 HC2+1 3 36, 17.397 HC2+1 2 1+C2+1 3 1+C2+1 3 1+CI+1 '32 1+C2+1 3 HC2+1 3 1+C2+1. 3 m 42" 20.397 HC2+1 2 HC2+1 3 1+C2+1 3 1+C2+1 32 1+C2+1 3 HC2+1 3 1+C2+1 3 a 48" 23.397 HC2+7 2 1+C2N 3 1*C2N 32 1+C2+1 31aC2+1 3 HC2+1 3BD" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 =1c 3 2 2+C2+2 3 2+C2+2 3 2+C2+2 375' 38.887 2+C2t2 22+C2+2 3 2+C2+2 3 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group S Anchor Group G 2612" 12.147 1+C2+1 2 1+C2N 3 taC2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 14C2+1 3 1+C2+1 3 28" 13.397 1+C2N 2 1tC2+1 3R 3 1+C2+1 3 1*C2+i 2 1+C2+1 3 HC2N 3 1+C2+1 3 36° 17.397 1+C2N 2 1+C2+1 33 1+C2+1 31+C2+1 2 HC2+1 3 1+C2+1 3 1+C2+1 3 m4Y 20.397 HC2+7 2 1+C2+1 33 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 48° 23.387 HC2+1 2 "C2N 33 1+C2N 3 1+C2+1 2 HC2+1 3 1+C2+1 3 HC2N 3 80" 29.387 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 38.897 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3_ Glass Types Anchor Quantities for XO or OX Windows 6-8 Sash 30" Helghl I 36" Helghl 48"Heighl 1 54°Helghl 30"Helghl 1 36" Haight I 48'Helght 54"Height width Head S Had a Head E Head E Head E Head A Head E Head E Rein[ Level (in) g sill 8 S8 -, a Sul 8 Sill 8 SII 8 Sill - 8 6III 8 511 R2 Anchor Group A Anchor Groug 2542" 12.147 I+C2+1 21 1+C2N 31 1+C2+1 31 1+02+1 3 28° 13.397 1+02+1 21 1+C2+1 31 1+C2+1 31 1+C2+1 3 m 38° 17.397 1+C2+1 21 1+C2+1 31 HC2+1 3 1+C2+1 3 9 as N01AIDVA3d d2' 20.387 1+C2N 2 HC2+1 3 1+C2+1 3 1+C2N 3 48" 1 23.307 1+132+1 21 1+C2+1 31 1+C2+1 3 1+C2+1 3 S 60" 29.397 NC2+2 21 2+C2+2 31 2+C2+2 3 2+02+2 3 S 75' 1 38.897 2+C2+2 2 2+C2+2' +C2+2 3 2+C2+2 3 Anchor Group B Anchor Group 0 26-12" 12.14712�.C2+2 HC2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 HC2+1 3 1+C2++1 3 U 26° 13.397 1402+1 3 HC2+1 3 1+C2+1 3 I+C2+1 212tC2+2 1+C2+1 3 1+C2N 3 36° 17.397 1+C2+1 3 1+C2N 3 1+C2+1 2 HC2+1 3 HC2+1 3 m 42° 20.397 1+C2+1 3 1+C2+1 3 1+C2N 2 I+C2+1 3 HC2+1 3 48" 23.397 1+C2+1 3 HC2+1 3 1+C2N2 F2+C2+2 1+C2N 3 1+C2+1 3 12 60, 29.397 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 78° 30.697 NC2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 ,2 2+C: 3 2+C2+2 3 M WIMUM VITH WE V MAX.III Its ACING SHOT Xn N WE EL VAM nw ••�•- COMPLYWITHTHEA%.O.C. SPACING SHOWN ON THE ELEVATIONS. ' Max. Anchor O.C. Spacing for"integral-I Fin" Inslallatlon I Anchor Group I Anchor I Given 3.a" 4° GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS (XO SIMILAR): + HEAD AND 7 ANCHORSAT THE SILL. �ISEE ELEVATION, SHFETI SEE ELEVATION, SHEET — SEE CLUSTER DETAILS, SHEET 9 L SEE / O X / SEE I-EVATON, SHEET 1 ELEVATIOI, SHEETI MEETING RAIL FREPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB i+C3+2+C3+14 HEAD MEN BILL ANCHOR OVANTIM. (f)ANCHORAT THE SASH +ACWSTER OF(3) ANCHORS CENTERED ATTHE MEETBJGRAIL ,(2) ANCHORS ATTIRE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED ATTIRE MEETING RAIL +(1)ANCHOR AT ME SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL i SEE ELEVATION, SHEET SEE ELEVATION, SHEET SEE ELEVATION,SHEETI LEE ELEVATION, �x 7�L7 SHEET 7 SEE ELEVATION SHEET 1 USTEMEETILS. 1 REPEAT AN HOR PATTERN ATSICL SHEET NOTES 1) FRAME DIMENSIONS ARE BUCK WIDTH Max.Anchor O.C, Anchar AND BUCK HEIGHT(SEE SHEETS34) 1 GmD H 3ABHSIMISASPERWEFIGURESON Spacing for "Integral p SHEETS B.B. Fln"InstallatlQn d• 2) FOR SIZES NOT SHOWN. ROUND UP TO WE NE AVAILABLE WIDTH OR HEIGHT PRODUCT REVISED PIC ,d9..lm mo Floaaa Buildln9 NOA-Nn. 17-0411.08 ADDED NOTE TO ANCHOR L QN. TABLES. 'ua w IA 0 Q o 0 � p N Y m N CIE Z;'O ate. uxw0 0U 00 �a FW-�� In n n � IL O J n ® Z a P.M C = . Z 0 Z b o N o z 0 g Q X No. was AO' aTAiEC ' ir3'/ONAL ENv``v 711111I111\ P.LYMIMe-LER,PE Glass Types ,Anchor Quantities for XO or OX Windows 5-8 Sash 30" Height 1 36'Heighl 1 48" Height I 54"Helghl I 83" Helghl 30"Helghl 1 36" Helghl 1 48"Heighl 1 64"Helght 1 63"Helghl Width (in) Head s Head E E Head Head E Head Head E Head n Head E Head 1 E Head E Ralnl. Laud 8 sill & sill -10, a Sill a sin 8 SIII NE d Siu 6 Sul !; 98111 a Sol '9 8 Sliil R4 Anchor Group Anchar GroupC 25-1/2" 12.147 1+C2+1 2 7+C2+1 3 1+C2+1 41 NC2+1 41 1+C2+1 4 29' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1.. 41 1+C2N 4 1+C2+1 4 } 3G 17.397 7+C2+1 2 1+C2+1 3 1.C2+1 4 1+C2N 41 1+C2N 4 m NotAllowed 42" 20.397 1+C2+1 2 1+C2N 3 1+C2+1 4 1+C2+1 4 1+C2N 4 40• 23.397 1+C2+1 2 1+C2+13 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 2a397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 76" 36,897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group a Anchor Gmap C ' 25-1/2" 12.147k2+G2+2 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2N 4 1+C2N '2 1+C2N 3 1+C2N 4 1+C2+1 d i+C2+1 4 28' 13.397 2 1+C2+1 3 1+C2+1 4 +C2+1 4 1+C2+1 2 1+C2+1 3 1+C2N 4 1+C2+1 4 1+C2N 4 g 36" 17.397 2 1+C2+1 3 NC2+1 4 C2+1 4 1+C2+1 2 1+C2N 3 1+C2+1 4 1+C2+1 4 HC2+1 4 m 42" 20.3972 1+C2+1 3 1+02+1 4 C2+7 4 1+C2+7 2 NC2N 3 1+C2N 4 1+C2+1 4 NC2+I 4 49' 23.3972 1+C2+1 3 1+C2+1' 4 C2+1 *42+C3+2 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 HC2+1 d NC2+1 4 6a" 29.397 2 2+C2+2 3 2+C2+2 4 C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 38.897 2 2+C2+2 3 2+C2+2 4 C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2.11 4 2*C2.2 4 ON ate InnLe tt rurc uevcw rru:aaurcc Max. Anchor O.C. Anchor Spacing for "Integra GroupF Fin" Installation 4' GL0. PES 10-12a W6 MAY NOTBEUSED WITH JCHANNEL • ORINTEGRALFIN FRAMES NOTES.- 1)FRAMEUIMENSIONS ARESUCKW01HAND 2) FOR SRES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE W10TH OR HEIGHT DIMENSION, SHOWN ON TIETASLE. prying with tha FI.ddm BuilErn9 CUE NOA-No. 17-0411.00 ADDED NOTETC ANCHOR 1 �l OTY. Tssm. 4 DO v3f N 3 _,•a o OO o O CS '(DA l2tt@ � IY O0m = a CY ZLL� ata vw UVd9i�i fs 2 F 2= y W rn O aDO pppQJ777 �Zm 0 r �Lu of U O F J ® Q Q INS F 7 ~ z Z .1�5 a 0 Z o O o N U Cf Q -2 S .`�nNY LYNN��'• No. 0705 .P 'rS�O VAL IE�1.• 0. LYNN M2IERP.E I G1.9. type. Anchor Quan00es for XOX Windows 5-8 seah Sash 24'Hnlpht 3P Heiphl 3P Helpht dP WIpN 6M1'Wiphl HI'Heleld 24'WIpN 3P HdBhl 3P HeOh1 4B'Wpht 64'HeI9M 03-HepN ReIN Idyl CenSpMnllon Pdnpe Dal Heed & Sill Head & $it Head & SI9 Hand & SIII Head & sN 9 15 Hoed & SIII � Head & 313 Hvad & Sin Head &I5111 Heed & GIII Head & SIO Wad & SIII AOchor Group A Anchor Group C 3&114' X-X-X 11.391-11.391 HQawQ.1 2 1+pawQM 2F, ¢.,+ +J 3 1+CbwpN 4 1.CN 1 4 1+Q+�9 / H¢+wpN 2 1+CZ+O+M+l 2 14CP M+l 5 1+M+ CZ+1 4 1.CN0.QM 4 »C2.bC2+1 4 36' X-Y-Y 12308-123CB taQ.wp+i 2 1+(2+w¢a1 2 1+1 N0+¢+1 3 1+C2+0+C2,1 4 1+Mr M+11 4 1+CNNC 114 1+E+wCN1 2 HChwQ.i 2 1ap+w¢+1 3 1+ 40,E41 4 14WVS20 4 1+¢+0+¢+1 4 Y-X-Y 11.391.13.397 1•Q.wQ.1 2 HQ,O,¢+l 2 1+Q+wC l 3 14¢+o+C2+1 4 1+=+b¢+11 4 1ap.0+¢+1 / 1+Q.O+Q+1 2 HQ+bpr1 2 fa¢.bC2+1 3 I+Q+wpat 4 1.¢+b¢N 4 1+ +N W*1 4 IIi11P Y-Y-Y 13.398-14R89 1+¢+wE+t 21+Q+0+C211 21+C2+b¢.1 31+Q+0+C2.141+Q+O,Q+4 t.C2+0,E+1 / 1.¢+0+¢+121+¢4&E+1 21,C2a0+Q+1 31+M+ M.141+C2+wC2+1 41a +O+¢+1 4 Y-Y-Ya 11.291.12207 1.102+1rQ+1 2 1+C2+1+¢N 2 1+p+1.C2.1 3 H¢N.C2N 4 1+C2+14Qa1 4 1+C2+f+¢41 / 1+E+1,C2.1 2 HC2+14E+1 2 1+E+1+C2A 3 t+¢+1+p+1 4 1+C2.1«¢+1 4 i+¢+i+C l 4 4T214' Y-Y-Y 1229B-1fi.55& 1+CNO+QN 2 1+C2+bQ+1 2 1+Q+0e Nl 3 1+Q+wC2«i 4 1+¢4bp,1 4 I+C2.0ap,1 / HQ*wt£N 21+Q.O,Q+1 21.p+0+C2+1 3 1*pawQ.t d I+QabC2+1 4 taC2*bCN1 A Cmlom 11.391-12016 1.02+1.a+1 2 NEr1+Q+1 2 HC2ri+C2.1 3 HC2FHEN 4 1+C2+1+EN 4 1.Q.1+Q♦l 4 HQ+HQ+1 2 1.0 I+U+1 2 1+1 N110+1 3 1.¢+1+CAl 4 1. 2 I+¢+1 4 .a¢+1+CN1 4 9 52-11B' Y-Y-Y 12017- 33.3W 1+pH+Q.1 2 1+Q+1+Q41 2 1+C2+1+CN1 3 HQN+CP1 4 1.Q+14Q+l 4 1+C2+1+EN 4 1.Q+I+pN 2 HQ.LQN 2 1+CNN 1 9 1.ENa¢41 4 HQN+Q+1 4 1+p+1+CA1 4 Y-Y4-Y 13.393-IT.016 1+CZ+O.Q+1 2 1+E+bE.l 2 1+C2+w l 3 1+C2+O+Q+1 4 1+QM.pN 4 14E+bC l d i.Q+wCri1 21.C2+bpel 2 14¢+bC l 31+Q D+M+1 4 1+Q+O.Q.I 4 Iap+bC2N 4 m Cu.1om 11.391-133B7 1+Q,1+Q+1 21+M+14Q+1 21+WI+C2.1 3 IapaHQ+1 4 1+p+14M+1 4 NC2+1+pal 4 tapa11E+1 21+C'HN¢+1 21+Q+1+C2.1 3 I+QN+pN 41.QN+C2.1 4 1aC IIC2,1 4 w Y-Y-Y Y-Y-X 13.399. 16.91) 15.981•1B.B41 1+C2+14¢+1 HQ.OrpN 2 14Q+1+E+1 2 1rQa0+¢+1 2 1.QN.E+1 2 TC2+wC2+1 3 1+¢.1+¢.1 3 Hp,w¢41 4 1+¢N+E+i 414M, 02+1 4 1+¢+1+¢+1 4 1+C2+wp.1 4 1+Q+1+Q+1 4 1+E+O +1 2 1.¢+1.p+1 21+Q+O,Q+1 2 1+Er1+M+1 21+Wo,M1 3 1.E+1.C2+1 3 l+pawG2+1 4 HENM2N 4 IaCNbQat d 1+¢N,C2+1 4 9 HQ+wCN1 A Ce.[dm 11.391-13.397 1+C243+¢+1 2 1+C2+3+EN 2 1+M+3+C2+1 3 I+C2+3+QN 4 1+p+3+E+1 4 1:C2+3+Q+4 4 i+C2+3+C2«1 2 1+p+34¢+1 2 1+Q43aMl 3 1+¢+3a02+1 4 1+¢+3+C2+1 4 1+C2+3+C2+1 4 76' Y-Y-Y 13.309-19110 t+C2a2aEN 2 NC2+2+QH 2 1a +2+Q+1 3 OC2+2+ l 4 1+¢.2+M+1 4 1,0N2+¢+1 4 i+M+2+C2rl 2 l+¢+2+Q,1 2 1+C2+2+C2+1 3 1+¢+2+C2+1 4 1+¢+2.¢.1 4 1.C2+2+¢a1 4 X'X-X NA11-24.641 HQ+1+Q+1 2 1*C2+1+QN 21+Q+1-+l 3 1+E+HQ+1 4 1a +1+C2+1 4 1+CZ+I+E.1 4 1+C2+1+C2+1 2I+E+HQN 21+C I+p+1 3 1+C241+M+1 4 faC2,14Q+1 4 1-MI.E+1 4 ceoem I 1&950-19.39T 1+¢+3+¢+1 2 1+C2Q+Q+1 2 1+CN34¢+1 13 OC2+3a¢+1 4 1+Q+3.(2N 4 1+¢+3+0+1 4 1+¢+34C7+1 2 1+E+3+Q+1 2 1+C2+3+Wf 3 1+¢+3+E+1 4 1+Q+NQ+1 4 1+C2+3+Q+1 4 .S. 18.398-24.]60 1+Q+3+Q+1 2 HCN3,Q.1 2 HE+3+C2+1 3 1.E+34C2,1 4 1+Q+3r¢+1 4 HL3+3+0+1 4 1+p+3*12,1 2 1+C2+3•Q+1 2 HC2+JaQN 3 1+C1+34¢+1 4 1+M+3+Q41 4 1+C2+3+Q+1 4 Custom 12081-30.360 1+Q+2+C2+1 2 1.E+2+¢a1 2 1+C2+2+C2+1 3 1.C2+2.¢+1 4 1+¢a2+¢+1 4 1+ON2+p+1 4 1+¢.2+CN1 2 1+¢+2+¢+1 2 4.¢+2+ 1 3 1+C2+N¢.1 4 1.02+2+S2r1 4 14C2+2+C20 4 12P Y-Y )i -30.380 1«¢+3a¢+1 2 1+Q+3+E,1 2 1,C2«3+C2a1 3 1+p+3+¢+1 4 1,Q.I,C. l 4 fa¢+3+0+1 4 1+Q+3.C2a1 2 1+Q+3+QN 2 1+Qa 1 3 1.02+3+Q.1 4 1+E,3+E+1 4 1iC2+3+C2+1 / Anchor creep 8 Anchor Group D 9r1l4' Y-X-X 11.391-11.391 1+Ua Ml 2 I+CHO+Q+1 z 11 *U+NM+l 13 1 1+¢+wC ll 4 VS2 b0, l 4 1 tfCN Mll 4 I+C2+bC 1 21+U.0+M.1 2 1+C2.0102+1 31+Q+b¢N 41+Q+O.E.1 4 1+02+wp+1 4 3P Y.-%-Y 12308-12303 I.E+wpal 2 1+=11C 1 2 laE.bp+1 3 1.C2.0+Q+1 4 1+p.bE41 4 1+Qa M+l 9 I+E.O•CNI 2 1.E.O+QN 2 l,E.w 1 3 OC2404¢+1 4 1a 04b 1 4 I+Q+wM+l 1 Y-Y-Y. H.391-13.397 I+Q.0.Q+1 2 1+Q+0.¢+1 21.Q+bC2.1 3 tapabCN1 4 1+E+bQ+t 4 1+E4wQ«1 4 t4QawQ+l 21+S2*NM+1 2 1+QawDNf 3 I+Q*bCN1 4 1+E4b¢+l 4 lap+w¢41 4 �tm, Y-Y-Y 13.398-14.08] 1.Q40.Q.1 2 HQ+w¢+1 2 1+E+O+M+1 3 I+Q+0+CN1 4 1+¢*bC2+1 4 1+Q+0+¢,1 4 14Q+0+S2+1 2 1+Q+wpN 2 1+Q+wQ+1 3 l C241 MO 4 1.p.ba.l 4 1aQ.wE.1 4 Y-Y-Y 11.391-12287 I+E+t4EH 2 1+Qs1+¢+1 2 14C2+1+¢11 3 1+M1+Q+1 4 I+Q+1+Q+1 4 HQ+HQ+1 4 1+Q.1H2+1 2 1+p+1.QN 2 1 C 1+Q.1 3 1a¢+1+Q+1 4 i+Q.1+Q+1 4 1+C2.1+E+1 4 47414' X-X-Y 1228B-15.553 I+CNO,E+1 2 1«p,bpN z 1+Qa0+Ch1 3 1+C2+0+C2+1 O 1+¢,UrCN1 4 1+Q,0,EN 4 1+C2+wCN1 2 1+E+wQN 2 1+C2+0+C241 3 HE,wC2«1 4 C+¢.1 H2+0 4 E+.1 NwC2 1 Lvvlom 11.381 -12010 H¢HaQN 2 1+C2+HQN 2 HC2sUCN1 9 HC2+1+Q+1 A 1.-14-11 4 1•E+HEN 4 HE41+C2,1 2 i+p+HQN 2 1+Q+HQ41 9 la¢N«C2N 4 1,E+HQH 4 HQN.C2N d 52.11W Y-Y-Y 12017-13.397 I+Q.1+Q.1 2 1+Qa1+C2+1 2 I.C2++I+E+1 3 1.Q+1,CMf 4 Hp+i+C2,1 4 1.Q+1•Q+1 4 taQ.1+EN 2 1+QN,E+1 2 1.CH1+E+1 3 HQ+Hp+1 4 HQH+Q+1 4 1+Q+1+C2a1 4 X-YI-Y 3.w8-17.013 I+ ON +1 2 1+Q,0+ 1 2 Hp+O+Ch1 3 1eC2+wC2+1 4 1+¢aw¢+1 4 H¢abQN 9 1+Q.wC2+1 2 H¢,wC2+1 2 1+C2+w�2a1 3 HQ+wp+1 4 HQabpN a 1•Q.wC2+I 4 m Cuet. IU91-13.3W I,E.1+C2+1 2 1a 1+0 l 2 1+Q,I+C2«1 3 1rp+1+E+1 4 1+¢a1+Q•1 4 I+M+I.E+1 4 1+Q+I+CN1 2 t+C2N+p+1 2 HCNHC2+1 3 1aQa1+¢H 4 taQ+l+Qa1 1 1,Q+1aQ+1 4 6P Y-Y-Y 12390-15.3W 1+Q.1+¢+1 2 1+pa1+E+1 2 1.Q+1+E+1 3 I+a l.0 l 4 t+E+14C2.1 4 1*p•1•C2N 4 1+E+1+CN1 2 1+E+1+Q+1 2 11C 1+¢rt 3 1apa HQ41 4 l+C2a14M.1 d 14C2+1+Qa1 4 y� $ Y-Y Ya 15.361-18.641 I+Q,O,E.1 2 HQ+wM++ 2 1+C2+bCN1 3 1+Q+wQ•1 4 1.Q.0+C2+1 4 1+p+0+C2+1 4 HE+wQ41 2 1+C2a +l 2 1+C2,p«CNt 9 Hp.wCNt 4 HQabpN d 1+¢4wCT+1 4 > Cuslam 11.391-13.387 1.S2+3+Q.1 2 1.CZ,3,M1 3 NC2+0 MQ i d fa¢,3+Q+1 4 1+C2+3aQ.1 4 1a¢+3,E+1 2 1+Q+3a +1 2 11C 3+E♦1 3 1+Q+3+E+1 4 1+Q.3apN 4++¢+3+C2+1 4 75' Y-X-Y 13.398-1B.110 IaM.2+M.t 2 1+¢+2+Q,i 3 1+Q+2+CN1l« 2 2,¢r141+Q+2+C2+1 4 1+Q+NM+1 2 1+C2+2+Q+1 2 1*C2.2+C2N 3 +.E.2+Q+1 4 1+C2+2,E+1 4 HC2.R+Q+14 Ya-Y-% +e111-24.Ul HPL•1.¢N 2 1+C2,1.QN 3 1+Q+1.Q.1 d 1*CN1aC2«1 4 1+Q+1Q+l 4 I+Ul+C2N 2 HC2+1+Q+1 2 1,pN+62N 3 1«Q+HEN 4 HC2+1+Q*1 4HENChvtom 1B380-1B.391 I+C2*3+¢+1 W12 21.E+3+Q+1 3 1+Q«3aCb1 4 1+¢.3.QN 4 1+=.3+Q+1 4 1a +3-Wl 21+C2+3+p+1 2 1+C2.3+M+1 3 1+M+3a 0 4 I.M3+pat 4 1+Q+3+Cb1 4 Y-Y-Y 19.390-24.360 I+E+3+M+1 2 1+CH5+pN 3 1+Q+3+C2+1 4 laQ+9+QN 4 1,C2+3+E+1 4 1+E+34Q.1 2 1+C2+3.QN 2 1r 3•E+1 3 1+pa3•Q+l 4 1.C2+3+Q+1 d HQ+3+121 4 241-30360 1+Q.2+Q+1 2 1+C2,2.QN 3 HQ+Nc2+l 4 1,Q«2+E41 / HC2+24EN 4 1aE«2aCN1 2 1+E+Npa1 2 1.¢+2+pN 3 1+Q+2ap.1 4 1.Q42.QN 4 1+E+2.C2+1 4 12P Y-Y-Y -90.360 HQ.3.QN 2 1+L2+3+¢N 2 I.Q+bpN 3 1+ 93+Q+1 4 I+Q+3 M,1 4 1+p+3+QH 4 HE+3+EN 2 HQa3+QN 2 HC2.3,pa1 3 1+E+&pH ece.'nni 4 1.C2+3+pN 4 oCnC nCcif.Y 1+Q+3+pN PPF¢CIIFF 4 Max. Anchor O.C. Spacing for Integral- Fin" Installation Arlclror Gmu`E Anchor GouPF 2.9• 1 4- "MIN.SASH6IZE=WINDOW WIDTH-5928 2 CKWMANDBUCKHEIGITf(SEESHEETS3 ). RESONSHEETSG&. INOOFTOTHENF AVNLMLEWIDTHORHEIGH701MEN910NSHOWNON7HETABLE O USING 3HESETABLES. IMiI MTHATTHOSESTMOMDS HCONICUMMMFALLW INMES HWIDTHRANGE i ie.m" iunirnTFc TN4T Nn CiANnARD GISH CONFIGLMTION9 FPiI. WITHINTHENANGE PRODUCT REVISED 9u1 code p1& Hh the Florida 1 NOH-No. 97A411.00 Eapi ti-Date 09/24/2020 EONOTETOANC 011 TABLES. IN O � N O O N O O ka LL 0 Odd y ZLLm n0 S Dp 48 = CS DUN i < FZ U 0�J v W _ Z W J v,a :0 O N m I. rs c aOf a Z z .le o O M O N o U K u Q = `"ep1Y LYNN " Q? \�a' t%CENSF P *: No. 50705 �A0.(y''.A7E F�.• (u 6st� •'LORIDP.1.Ce�2� ALTNNM6I an M N M B�uz N. hv3.S3 p I INN m o xx��m 'gm2^Amymx�'°yx -J }Ps+p�zOyykky�f��zcZi.z�x mN8Cm�m-w=v;aT.ayNZpzOm>nsxOONiMO tz�� maZx�gg��yF4my5yOogoF�m�A1 2y� 'VNmH�T�yy�Tiwm�;I°% —f8rv£r€t3.a„g1RIh MWMIR1AMnHl1RG11<Nn11FCCPnlMhl At OC Glma Tapes Anchor Quantities for XOX Windows 798 $e611 Smh 24•He1901 3TWight 30•H.f1ht 4W"Nghl 04-WAN BY Height 2d'Helpl[ 1 30-He i9ht $0"HeW 4W HOiph1 51'Height I WHell RclI NcI CanApumll0n WIdIh Ron. 0n) Road Sill � Heutl6 SIII NeetlA SW Heatl86ill € Hoetl0501 9 Maetl85111 Nmtl 49AI E He 65111101 i Heatld5111 € Neetl65AI 4 E Road BSill i E Hmtl8Sill Mchor Group A Anchor Group c 6 3 ti 3svr Y-X-X 11391-1139t 1 Nol Allowed I•Q+o•Q,1 I+G2+0•Q+I 2 1•Q+O+c2.1 2 1+Qa04Q.t z 1-C +O C241 2 I.Q.O+C2.1 3 1•G24-1 n1 3 1+C2.04Qr1 4 1.CN04Qa1 9 1•Q+GaQ+1 4 1aQa0+C2a1 4 1 1aQ+0+C2+1 4 300 X-Y4-X 12.308-12.300 45-LIB' Y-X-Y+ IIMI1 13.397 NQ•wQN 2 1+C»Ml 2 t4Q40+Q.1 3 I•C2+0aC2.1 4 YQ+O+QN 4 1•Q40+C2a1 4 Y Y% 13.398-14.M 14Q Cl 5+L2+1+C2+1 1+C OIQ•1 2 1•C2.0•C2r1 2 f+02+1+C2.1 2 I.C2+O.C2+1 2 1aC2a0•02N 21+C2+t-U-1 2 I•L2-O+G2+1 3 I+C2a0+C2+1 3 14C2+1+Q+1 3 1+C2a0.C2+1 4 1+Q•0•Q•1 41+Q+1+C2+1 4 1+C2+0aQa1 4 1+p+0•QN 4 4 1+plI+C2+1 4 4 NQ+0+02+1 4 47314' Y-X-Y W39f-12.297 Y-Y-% 12188-15.558 RAIT Cmtom 11,391-12.010 1+Q•NQ+I 11G2,14Q11 1•Q+p+Ctrf 2 1+C2+1•Qal 2 1+Q+1+Q+1 2 1.CN9•Q+1 21+Qat+Cl 2 1•C2+f•02.1 2 I+Q+0+Q+1 3 NQ•I-Cbl 3 YC2+NQ•1 3 1+C0+Q+1 N 4 HQ+1+RH 4 HQ•1+Q•1 2a 4 1•Q.O+C1 4 1+Qa1.Q.1 4 4 1+Q+NQ•1 4 4 1.C240• 1 4 Y-X-Y4 12.017-13.397 X-X-X 13.390-17.010 e0' Custom 11,391-13.397 1.C2r i.Q.f 1•Q•1.Q•1 I+M-O+G2 12 1402+3+C2+1 1+Q+2•Q+1 NQ•1•cz+I 2 1+C2+1+Qa1 2 I-C2+14C2+1 1+C2+0 Q-1 2 1•C2+3+Q+1 2 I•Q+24Q41 2 i.Q+1.Q+1 2 1+C2+I+Q.1 2 I+C2+1-C2a1 2 1rc2.0+C241 2 1+C2+3+C2.t 2 I+Q.2.Q+1 2 I+C2+NQ•l3 3 f+Q.t+Q•1 3 I-C2.1+CN1 3 I+C2+0+02+1 3 3 4 1xQ.l•QH 4 I-C2•I+QH 4 r.C2+0+Q•f 4 1.Q+JaQ+1 d NC2+2+Q+1 4 1+Q.1.cz•14 4 11r2+1+Qa1 4 4 HQ•IrQ+f 4 4 1+C2+0+C2.1 4 4 I+Q+3-Q+1 4 4 1-U4 -ll 4 I•Q•1+Q+1 4 Y-Y-Y 1339B-15.WO Y-Y•X 15301-19,041 75- Cuotam 11.304-13.307 Y-X-Y 13.398-19.110 X-X-X 19.111-24.041 Custom 18.30e-19.397 1+Q+3+Q+1 2 I+Q•J•Q•1 2 PQr3.Q.1 3 1 *UC2�ffMi 4 1+M.3b2N11•Q+3-CN1 41.f9.398-21.300 1+Q+J+C2+1 NC2+2.Q+f 2 I+Q+3+C241 2 1+C2+2+C2+1 2 I+M+3.M41 2 1•C2+2+C2+1 3 t 3 1 d +M.3.Q+14 4 1+C2+2aQH 1.p+3+p+1 4Custom 430.300 24.Wl-30.3fi0 NQ+3•Q+1 2 1.C2+3•C2.1 2 I.Q+3+C2.1 3 1 4 NQ+J.QH 4 Hp+3ep+1 1 Anchor Group a Ahch,,Gmu, D 35.11T %-X-Y 11.391-11.391 1+C2.04C2.1 2 IaQ+O+Q+1 2 PC2+O+C2+1 3 1•C2•O.CN1 4 1+Q.O+GZri 4 LCT+D+C2•I 9 NQap+C2al 2 NC2+9+Q+1 2 f-G2+O+QN 3 1•Q•O+Q+1 4 1+Q+0+Q+t 1 1+Q411aC'Hl d 30' ii-X-X 12.300-f2.308 1+C2+O.Q+1 2 PC2+0113.1 2 1+Q40+QN 3 1.cz+o•cz+1 n I+C240rM+1 4 14Q C2.1 1 NQ+U+Qa1 2 NQap•QN 2 1.Q.O+Qa1 3 HQ+0.L2+1 d I+Q•0•Q•1 4 I+Q+Or +I 4 Y-Ye"Y+ 11.391-13.N7 NQ•o+cta 2 1•Q40+Q.1 214c2.9+L2+1 3 IrQ+D.CHI 4 1C2+0+Q+1 4 1•Q•0•Q•1 4 1•C2a0+C2+1 2 I-C2+O+C2.1 2 I+C2r04Q+t 31+Q•04Q•1 4 1.C240 .1 4 NQ+OrQ+1 4 IS1I0' X-X-X 1]390-m G61 NCN0+C2.1 z 1.czro.cz.1 2 NQ+o•Q+1 J 1.C2+D+C1.1 4 1•C2ap.C2.1 4 1•Qa0•C2+11 NC2+O+CNf 2 HC2.O+C2+1 2 •0.0 a1 1+022 31+Q+0+C2a1 4 i-IM-O c2rf 4 1+Q•04C-I 4 Y-Y4-Y 11.391-12"T 1+C2+NQ+1 21+C2.1•C2+1 21+Q+1+C2,1 31+C2H.Q+l 41+C2.1+Q+I 41+Q41•C2+1 4 NC2a1+Q+1 21+QHaQM 21•Q•1•Q•1 31•Q•NQ,1 4 1+CNI+Q+I 4 1•Q•laQa1 4 47aN- X-X-Y 12298-18.550 1+Q4p+Qry 2 1+Q+D•C2r1 2 1•Q•O+QN 3 NC2+9+QN 4 I+C2+D+C2+1 4 1+C2+0+C2+1 4 1+Q+wcz,i 2 t+C2•ac2.1 2 1•C2+O+pr1 3 NC2+O.C2+1 4 14Q40+G241 4 1+Q40aCta1 4 C.M. 11.39I-12D10 1+C I-C2+f 2 1+C2+1!C2+4 2 NQH4QN 3 IaG2+1+C2+1 4 NQaNQq 4 1+C2+1+CZ+1 4 1+Q+I+C2a1 2 I-C2+1+C2a1 2 1+Q+1+Q-1 3 1aQ+1+C2a1 4 NC2+NQ+1 4 NQ+1+Q+1 4 R-L8' Y+-Y-Y 12XIT-t3.397 1+C I+C2+1 2 I- l+Cb1 2 HQ•NQN 3 IaQ+t•C2.1 4 1•p+t•C241 4 NC241.C2+1 d I+QH•C2+1 2 I+C2+1+Qa1 2 IaQ.t•Q•I 3 faL2+1aQa1 4 f+C2.1•Q+1 4 1•Q•1•G2.1 d iX-X-X 13.398-17.010 1-C D+C2+1 2 taQ•G-C2+1 2 1+Q+0.Q+1 3 I+Qa04Q•I 4 I•C2+o+Q+1 4 14Q40+C2+1 4 I+Q+D+GP•1 2 1aQ•aQ.I 2 14Qa0aQ+1 3 t+Q+0.C2a1 4 NC2+U.Q•1 d t+Q+D+Q.1 4 Cmtom 11.391-13.397 I•Q+1•Qtl 2 14C 1+C2.1 2 I.Q+1.Q+1 3 1.02+1+C2+1 4 1•CNNCNI 4 1•Q•NQ•1 4 1+CNI,n2+1 2 f.Q+I+Q•1 2 I+Q+I+Q+1 3 NQ+NQ.1 4 1+QH.Q+1 4 1.Q+14CN7 4 3 ch 1. %%X 13.398-15.M I+CZ-I-M-1 2 NQ+1.C2a1 2 I.C2a1•Qry 3 14C2+NQN 4 NCP1aC2rl 1 NQ+1•Q•1 4 1•C l• +1 2 1+C2+1•C2+1 2 1+C2+1 Q-1 3I-Q- L2+1 d 1.CNLQ•1 1 I•C2N4G2+1 4 3 X-Y-X 15,30I-IANI 1+C2+04Q•1 2 1+Q+O+QN 2 NQ+O•Q+1 3 14L2+D+Q+1 1 1.C2.0+C2+1 4 1+p+0•p+1 4 1+C24O+Q.1 2 NQ+O+Q+1 2 1•Q+MQ+I 3 1.Q+0+02+1 4 I+C240+Q+1 4 14Q.0•G2+1 d Cuslmn f1391.13.391 NC2+3•QH 2 NC2+3+QN 2 1+Q+3+C2+1 3 I.C2a3*Q•I 4 NC2+3aQ•1 4 I+Qa3agal 4 I+Q+3+C2+1 2 I+C2r3+C2+1 2 NQ+3 2+1 3 1+C2+3+Q4.1 4 NC2+3+Qa1 4 1+Q+3462+1 4 i5' Y-Y-Y 13.398-19.1f0 I+C2+T+C2-1 2 NC2+24Q+1 2 NQ+2•Q+f 3 14C2+2+C2r1 d NQ+2+C2a1 4 F+C3.2+p+1 4 1+Qa2+C2+1 2 la C2+2+C2.1 2 NC2+2r V 3 1+C2+2.02+1 4 1+C2424Q.1 4 14Q+2+C2H 4 X-Y-% 19.111-24.041 I•Q•1+C2+1 2 +C2+1•C2+1 3 I+ I-Q+I 4 1.C2a1•C2+1 4 1+p+ApN 4 14C 1-U-1 2 0102-1-C2.1 2 I+Q+1+C2+1 3 NQ+1+C2+1 4 14Q+f+Q+1 4 1.Qa1+C2+1 4 C09tOm 18J80-19.A7 NQ+3+QN 2 •Q+3-C 13 1•Q•3+Q•f 4 1•Q+AC2N 0 1+p+3•pH 4 f+C2.3+Q•1 2 1+Q+3•Qrl 2 NQ•NC241 3 NQa3+C2.1 4 I+Q+3+Q+1 4 1+Qa3a 1 4 90• 4/+-X-% 19.398-24,3 0 1+Q•3rQ•1 2 W-3 .O2a3-M+I 3 I+C2r3+CVI 4 f+C2.3.C2.1 4 1•p+34p+11 NQ+3•Q•I 2 1+C2+3+QN 2 1•Q•3+C2.1 3 NQ+3-Cl 4 1-0-34Q+1 4 1.Q•3aQa1 4 Cm19m 21.301-30.3G0 I+Q•2.Q+1 2 f+Q+2+Q+1 3 I+C2.24G2.1 4 1-13 +2+Q-1 4 14C3+2-W+t 4 1+C2+2+C2N 2 I+C2+NC2+1 2 1+Qa2.02+1 ] l+C142+C2- 4 I+Qa2•,Qat 4 14Q+24C2+1 1 12P Y-X-Y -30.3B0 NQ•3•Q+1 2 I+Q+3+C2+1 3 1+C2.3+G2+1 4 IaQ+3+0.t 1 lap.3+pN 4 faQ+3•Q+I 2 NQ+J.C2N 2 NQ•3+Cza1 J NL240+Qq 4 1+C2.3+CN1 1 NQtl4t2a7 4 Max.Anchor O,C. Anchor Spacing for "Integral- croupF Fin" Installation "MIN. SASH SIDE ='fJ1 DDOW W1DTH-5928 2 SEE TABLE 14 FOR DESIGN PRESSURE I4EIGHT (SEE SHEETS 34). SASH 912E IS AS PER THE AVAILABLE WIDTH OR HEIGHr DIMENSION SHOV ON THE TABLE. ES C..A.. G.SL nONFIGURATONS FA WIT4IN TIE BASH WDTH RANGE PRODUCT REVISED P Io wllh the Ronda emiema pe Nil 17-0411.08 N Y C3 „y 3 >> W� h O O K O (D p �W v10 c y �� Of 03Er ml a o a Z 4� UU. tNZemr 0,6 W oN 85 W LL 0 1+4 ®$ 47 F Z (IfZ .ioa5 'o 0 O O = C) N K �n Q = Wu 'anv0 reYnS ATM, Anchor Clu0nff0es for XOX Windows Glans Types 10.12 Bash Sash 24-HoOt 3r W*d 9S'N®pM 48'H.w 54'Hel9h1 W Ne%ld 24'Ndgid 30'H.el9m 36'He19hl 4r HN9M 61'HcI9M 6T HdpM Can/purallon VAdN horye (1p) Head 6 SIII Head & SIII E ,ad a SIII Ilmtl 8 Gm plead 8 S01 Heed &SYI F4red fl SYI E Heed 8 S91 Head 8 911 E Wed 8 SNI Hood & 8111 Hoad & Sill Re1d lawl 2Y $ Aacror Gdaw A AnchorGmupC 35.1/a' X-K-Y 1f.991-1f.391 NQ40•QH 2 Ha+wQN 2 Ha•O+C2•I 31+¢+wQN 4 1•a•wQH 4 f+a+wcz.t 4 3r 1+CNO+Q+1 2 1.Q+D+Q.1 2 1.C;Non Nl J IWR.wQ.1 d 1•QWaH 4 1+Q•wQ+1 4 K-Y-Y 1130E-12906 I+Q+wQ+1 2 14a40+Q+1 2 1+C2 NC241 3 14C2+wa+1 4 j*C2 C2+1 9 1aq+wCwl 4 Y4-X-X 11.301-13.39T 46.1IB' N¢+wQ+1 21aCP0+p.1 21+C2+wQ.1 3 1+a+wa+1 4 irC2+wQa1 4 1+Ce 1 4 X-X-A 13.398-Item HQ+wQa121+C2+wC2.1214a+wQ+131+a+wQ+141+C3+wp+141.cz.wcwl4 11.391-11297 4id14' 1+¢ro•Q•1 z faQ+O+¢N z Pa•wQH 3 aQawQ+1 4 1•C3awd+f 1 AQ+wC3+1 4 K-Y-X 12290-I5.568 1•a+wQ+t 2 f4C2.wQ+1 2 1aa+daN 3 tid+wpN 4 1+C3+wtlN 4 1•p+wCJ•7 4 Custom 11391.13.018 52-0/8- 1+C2a0raH 21+C2+0.¢+4 2 14C2+wa+I 3 1+C3+wp+l 41+C3+O+M+l 4 Yb+wpH 4 X-X-� 12.011-13-397 a 1+CC4o+U+1 21ra+0+a+1 2 1+a+waal 31a02awC2H 41-03nnO+I 4 1+p•wpH X-X-K 13.39B-17.016 3 NCN2.a.1 2 f•Q+2.a.1 2 1•C2+2+a.1 s 1+C»x.d+t 4 t•C3.2+gN 4 t+CJa2+C3.f 4 Wslom 11291 -1&097 1 Not Allowed HQ•NQN 2 AQ.2+Q•1 2 1•a+PQN 3 1.C2.2.C2.1 4 HW+bC3H 4 1•Q+NdH 4 Y-X-Y ama.I6380 m 6r l.Q+wQ+i 2 1+C24NM+Ij 2 I-C2 wU+I J 1+p (NM+l 4 1.b.0•C +1 4 1•U+wU+1 4 Ya-Y Y 15.30t-19.911 frar2+aH 21rQNrQH 2 I+arJ•¢rI 3 1+a•]+aM 4 1•WgrC]N 4 NC3r]+pH 4 Cuabm 1L9B1 -I13W 76' 1•CNNa+1 2 Ua+Pa+1 2 Aa+J.aN 3 1C3+Np•1 0 NC3+34ga14 LU+3+U+1 4 Y-Y-Y 13.990-10.110 1•C2+O+C2a1 2 ba+wa.I 2 1+W+wgi1 3 14p.wq,1 4 VU+wUH 4 NU+wGH 4 -Y.-K 10.111-24.Bd1 I 1•Q•3.QH 2 1•a+w(2+1 2 1•Q•3+a•1 3 IapH+Q•1 4 t.C3+4+Cf.1 4 NU+4+UN 4 Onlam 17.041-10,397 96 I 1•Q+3.CN1 2 taQ+3+QH 2 1•Q.NQH ] t�d+4•Cia1 4 I.C3.4rb+1 4 1+G1+4.UH 0 $-K-Y 10.390-24.900 1+Q+2+Q+1 2 2aC2+2•Q+2 2 2.a.2.Q+2 3 2!C3+3+Q+ 4 2+C3 Znr 4 2•Ua3•U+ 4 K-K-X 24.361-31.011 2+C2a3+a+2 2 2+Qa3+Cxa2 2 2.a+3+a+2 3 2+0.4+b+ 4]+pH+q+2 4 2+C4+4-04+2 d Y-X-Y 29.641 -32515 13r 2+C2+NQ+2 2 2.M.9.a+2 2 2•Q•9+Qa 3 NC3+Yp+2 4 2+U+J+U+2 4 T +S+Cd+2 4 3251B-39.641 14r - CoOla, --3a,e11 2+Q+3+CN 2 2.C2+3.Q+2 2 Z•Q•NQ. ] 2•d./at3+ 4 NU+MU+ 4 bC .4+G1. 4 Anchor Group 0 Anchor Gmup D JSI/4' X-Y-Y 11.J91 .11A91 14Q+0+a+I 21 I.Q+0+Q+1 12 1+CZHO+a0 3 1+a+waN 4 LQ•waN 9 HQ+O•C2H 4 1+¢rwQ+l 2 1•C2+waH 2 I•a•wQ•1 3 1!C2+wQ+1 4 1•CZ+(C2+1 4 YQ•waH 4 95' X-Y-Y 12.3W -12W0 1.R+waH 2 1+Q+wC2+1 2 I+QawC2+1 3 t+p+wC20 4 1+Q+0+C2+1 4 1+Q+0+C2+1 4 IaQ+wQ+t 2 1+ar0•aH 2 I.C2•waal 3 I.0210+Q+1 4 1-Q-D+C2+l 4 1-C2awM+1 4 11.301-13.397 HQO+a +41 2 1+aHHQ41 2 1+a•wQ+i 3 YQ+waN 41.Q•O+qN 11•+n1 QW 4 1rQ+0•U3+1 2 I+C2+wQ+I 21.a.waH1 3 1•QaO+¢H 4I+C2+O+a.1 4 0+ 0,CPI 4 45118' K-Y-Y i&390-14.553 1+a+wm+l 2 1•a.O+gH1 2 1+CNwQ+1 3 1•Q+O+C2.1 4 1+Q•wC'Nt 4 tap+wp+t 4 1+C 02+1 2 1+Q+wrz+l 2 1.Q+OrQ•1 J I+a•wQ•1 4 1.a•O.a+1 4 I+03 0+1 0 %-Y"/' 11.391. 12287 I+Q+wQ•1 2 1 I.Q+ M.fj 2 1+Q•wQ+l 3 1.a1wQ•1 4 I+tl.0+C3.1 4 1+q M.l 4 1KKrwQ•1 2 I+Q+wa41 2 1•a+wC2+1 3 1+Q.wQHI +wW+1 4 1•q+wdN 4 4744- -Y-Y 1229E-1&568 4C2+9+C2+1 2 I•C2 wM+1 2 1+C2+wa+l 3 1+aaO.C2+I 4 1+Q.D.C3+1 4 I+C21 . 0 4 I+Q+waH 2 I+a+wa•1 2 TM+&+ 0 3 1+C2.wQ+1Dewb+1 4 1ad+wbH 4 Cusl4m 11.391-12.016 1.Q+0+a+1 21.a+a+Qal 2 I+Q+O•C2.1 3 1+C3+wC3a1 41+W+0+C3+1 4 1ap+D+Wr1 4 1aQa0+Q+1 2l+a+wa+i 21.C2+O+QH 31+C3.wp+IWaCN1 4 1+W+wq+1 4 62418' X-K-Y 1E,UD•13.397 1+Q+waN 2 1.Q.0nU.1 2 I.CSwq+l 3 Hp+o•a+l 4 HtlawCJ+1 d 1ad•wp+t 4 1+a+0•Q+i 2 1.Q+waa1 2 1+ (nU+l 3 1+p40+OH1+wtl+t 413.39E-1T.016 1+a4D+a+1 3 1+Q+wQ+1 R 1+Q+wa+1 3 1+p•D+Cwt 4 1.d.O+W.l 4 t+d•wp•1 4 1+Q.wC2Hl 2 I+Q+wa+1 3 1+Q.wQH 3 I.CNwC2+1+wtl.1 4 1+p.wtlH 4 11.391-13.39T FQ+t.a.l 2 YQH3+QH 2 I.M2•Q.1 3 1.Q+24 -1 4 1.b•2+W1 4 1+CN2•Wr1 4 1.QRHQ+1 2 I+Q+NQr1 2 14C2+2•Q•1 3 1+C74.Q.13+2+b+1 4 1+CN M+I 4 m 6r K-Y-Y 13,308-IBM 1•Q+2•C241 2 1•Q•x+Q+1 2 1+CN2•C2+1 3 1+Q•z+C2+1 4 1+C3+2+C3+1 4 t+C3+2•CJN 4 1+aH+QH 2 1.Q♦I+a.1 2 HC2+HC2H 3 I.Q+f+Q•1C4+1+b+1 4 1+gH.b+1 4 K-Y-K 1&361-18.041 1+Qrwa,1 2 I.aHD+¢n 21.Cz.w¢•1 31+..S+.+l 41+W+.+Q41 4 1•Uaw01+1 4 1ra+MQ+1 21rar0•Q+I 2 1•aa0+a+1 3 1HrOrgaf 4 1+CA+wUH 4 CuMana 11.391-1J.39] 1•Q+3.aH 2 I.Q+9+C2.1 2 1aCDJ+Qa1 3 1•a•3aQH 4 1+Wa3rp,1 4 1+C3+3•Wt 4 1•CNN¢H1 2 1+ad+Cxr1 2 1+a•&a+l 3 1.C2+3+QH+3+C3+t 4Tr Y-Y K 13.398-10.110 HQ@+Q.1 2 HQ•3+QN 2 YCNwaa1 3 1+tl•NWN 4 1+q+3•L3•I / 14f.4+J+UH 4 1+¢H2+aH 2 I+Q+2+a+1 2 1•Q.b02+1 3 I+q+Ntl.Np+1 4 1aU•2+UH 4 19.111-24.W1 1•Q+wQ+1 2 14Q+wCN1 2 I.M0.0.131•d•wp+14 I.C4.NO4.1 4 I+c4.wC4H 4 I+Q+w¢+1 2 I+a+wQH 2 1+DwBtC3+I J 1HC]+wtlH.wC<+1 4 14U+wU•1 4 Custom 17.w1-1B.39T 1+Q+3+aH 2 I.Q+3+Q•1 2 1aaa4•a.l 3 1+Q.4+WH 4 1.C3+4+pH 4 1+C4.41U•I 4 1.Q+9.Q+1 2 I+QgrQ+t 2 1aa.w¢H 3 I+Cw40+I 4 I+q+4+q+1 4 1+UH+U+1 4 Or Ya-K-Y. 19.30 24.36D 1aQ+9+aq 2 1+Q+3+p.1 2 1+a+4.Q+1 3 1+dH+WH 4 1+W+4+WN 4 I+U+4+U+1 4 1+a@+QH 2 I+C2+3+a+1 2 1+C2+ M+l 3 I+Q+3+C30 4 1+0+3+q+1 4 1+C4+3+U+1 4 Y-K- 4 21.361-91.B41 AQ•2+Q•2 2 2+a.waH 2 2+Q.3.a.2 3 2+p+3+W+2 4 2+G1+3+Q• 4 2+UaJ+UH2 4 t+Q+NQH 2 1+a+2+QH1 2 1+a.z.Q.I 3 MgaxaQ-1 4 IaGw2+d.l 0 HU+NUH 4 )""K"X 29.N1 -R515 NQ•NCN2 ] VC2+3+p• 2 h¢r4•CH2 3 NC3+4+p+ 4 2+tl+4+W1 4 2 01.4•C4• 4 2+CP3•Q+ 2 2.a.3.Q.2 2 2•C2.3 02- 3 2,03H+p+2 4 NLSH.00+ 4 f4C4.4+U4 1 12P Y-Y-X 32.510 -39041 +Q+3+C2.2 2 2+a+3•Q+3 2 2ra+3•a•2 3 2-+4.ba 4 SKAHHC4.2 4 N0.4+05+2 4 2.Q+2,Q• 2 2 a-wM+2 2 2+a.3+Q• 3 2+Q+Y09.2 4 NU+3+UH I E+U+AU4 A 14P Pnt4m •39.841 2+Q.3+C2+2 2 2+a+3•Qa2 2 NQ+4+Q+3 ] 2+WH+W+ 4 2r04+4+C4+ 4 2•pH•0+2 4 2.C2.3r=+2 2 2+C2.3•a•2 2 2•02.y02• 9 2.C3+4+b.c= 12+CAA.04sncain 4s 00 w4 GLASS TYPES 1S12&1416 --MIN.SA$H SIZES WINPOWaWDTH-W.T2 NAYNOT SE SE, 2 J-CWWNELOR INTEGRAL FIN FRAMES 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEEIS 34). SASH SRE IS AS PER THE FIGURES ONSHEEIS BS. 2) MR SIZES NOTSHOWN. ROUND UPTO THE NEMAVAIIABLE WOTII OR HEIOHTDMENSION 3) SEE SHEET 9 FORA GUIDE TO USI NO THESE TMLES. 4)'f/C12-1/4'AND'V ln-lM'INOICATETRATTHOSESTANDARDSASHCONFIGURATONSFALL IN THE ADJACENTCOW MN. 'CUSTOM' INDICATES THAT NO STANDARD SASHCONFIGURATION: PRO13 C��TgR4ENISBD asN`dalne Catla. I+n the "adds NO".. 17-0411.08 Eaidadlaa Data 0912412020 By Aga I. , ar 2 ADDED NOTE TO ANCHOR @ OTY. TABLES. O 2 m h � _,=N IU > CD O 0 in 0 o o O s�$ ® W ' U -�f 1i3 V) 'aN 9M0 _U4 UU Z v L2 J in J co P OU F W O n ® Q P r Z o O O o N g b U ZQ O O LYNNq''• '�� 110ENgF' /�((m aa�� No. avas:7 -O:C :moo •'•, 3 �� ,` ��; ��'�S�ONALIENG`�� CJa.. rypa Anchor Quart' War, for XOX Yr. daw9 14.15 suh 24'I 30-HIp 36'Helght 49'R99M 54'H.IGN pHi SO I!Li, 4 Igiot 3FHalaht 48'Helghl 64'Helght SO- HeDTt ft.mLerel C. �6m�h Re4M Hea Ha 4e1 H SOlpNtivO w Heetl8511 Hgg Hood SOT Rd Andlor Group A Anchor Group C 3S11P 3T I41/8• 47-VC 5 w/P g 9P R Y X-X 11.321.11.391 fiOIAtOWOd I 1+R,0•R.1 HW.oi 2 1.C2a0+C2N 2 HR4.R.l 2 1-W04C2+1 21•C2•WC2.1 3 1-C24.R•I 3 NR.WR.I 4 LWWRN 4 1+0-WR•1 41,CN0•RN 4 4 LWO.W+1 4 X-X-K 12306-12.306 Y.Y-Y 11.391-13]02 1.R4r0N 1.040+0+1 '+CNWWN 1+CND+Q+1 1+W.OrW+/ HW4+CN1 2 110+0•C2.1 2 1rU. CN1 2 1+R4+R+1 2 H0•W0+1 2 HRaWR+1 2112I+C4rWp+1314p•0+W141•N4.04+141MM0•V+14 21+R+0+W0 2 1.W.D.W.1 2 tr0•WRN 2 1.0.W02+1 2 1+C3+0+C3+1 3 I• NC3+1 3 1.p HC3+1 3 Hp+0aq.1 3 1+034aq+1 3 HW+WW1 4 1+WO,tlN 4 1.p+0,W+1 4 Pq+O+C3.1 4 HC1+Oi 4 I+U+0+04a1 4 taN+WN.1 4 4 1.C3+0 W+1 4 4 1.U+WUN 4 4 1.C3.0,C3N 4 4 HNrWC4+1 4 Y-Y-Y 113H-14.681 Y'Y-X 111.391-12.291 K-Y-K 111208.15.5% Custom 11.391-12.016 Y.Y.-% 11017-13.30 Y-Y-X 113M.17.019 11 1.W.2 C 1 YR•I•R•1 1.0 D+C2.1 Ypr2•C2N I+L2+2+WH i•CN01W1 1.R+3+0+1 taCNWCNI i+R.2aW 1 2+C2,3-D 2 2aC2+2a0+2 2.R+3aC2+2 2 1+C2.WL2+1 2 1rR.2rQ•1 21aR+NWN 2I.R4.12+1 2 1•g4.RN 2 1+C2-2aR+1 21+q,WW1 2 HO+WRN 2 1.C4.3.W1 2 2.0+tsR•2 2 2.0.3.R•2 2 3.R+3+q+2 2 2aW+3aW+2 2 -Z& 1] 2 LR•N41 21+R+NCN1 2 1 HW.WQ+I 2 HC2+3rC2.1 2 1+C2+3aWI 21.E+0q+1 2 1.R+NW+1 2 1+0.N .1 2 2aW2.0+ 2 2+C4.34C2+ 2 2aW+3+CN 2 NW3aC2• Pq+O.W1 9 1 C 24C+H 3 I+q•3•CiN 3 1+C44,U.t 3 IaW+yL3.1 3 PM+aaWl 3 I.CNWU+1 3 1•W4.C3+1 3 1.C4WC4I 3 2+N. U. 3 2.GNaN+2 3 2iC4a3•04+2 3 24UN.G12 4 PG•WNN 4 PW+2+W+1 4 Yq+Np•1 4 1.G.aCA+1 4 HG+NGr1 4 PU•WNN 4I.gaWNN 4 I.C4+NUN 4 1.GNMAN 4 2+N+3•U. 4 2+UN•U+ 4 2+N.3.N+2 4 2+U+4+N+2 41.G+WG+1 4 4 1r002+04+1 / 41aU+2+GN 4 4 HW.oMS+14 4 Ia04.3.CAH 4 4 1+G+3.G+1 4 4 HWWW14 4 HU•HUd 4 4 I+Cd.3+C1+1 4 4 HG+2.GAN 1 4 2+G+34G+ 4 4 2+U+3+U+ 4 4 2.01,3+U+ 4 datan 11.391-11 Y-Y-X 13J08-15.310 Y-X-K luau-19.641 ;@ TS• 96• 12P i4W Lu.twn 11.3BI -19AW Y-K-Y. 13396-10,110 X-X-X 19.111 .24.64t curt. ITS41.19.391 Y..X-Y. 19.590-24.36E Y-Y-K 24.381 -31.U1 Y.-%.Y 29.U1 -32015 X-X-Y. 0516. 39.641 Cu.1an .39.641 Aiii Group mn .,Gr D 3S1/4' X-Y-. 11.391 -IV91 1+RaHCN1 2 HW.O+CN1 31+R*WW1 31•R+WW+1 / 1+WWR+1 41+CN0•C2a1 4 1r +WW1 21.C2+0•R.1 21+W.0HW.1 31.R+0+R+1 4 0W+WR+1 41+CNWC2N 4 36' Y.-X-X 12300-12.306 1,WW0.1 2 1 H42+0 2 I+R+WW1 3 1.040,E+1 4 ta0+0,R.1 4 1•tl•0•W1 4 faCNO+R+t 2I+0aW0N 2 11 3 0WW0+1 4 1+WWRa1 4 I.g4M3N 4 X.Y.-Y. 11.391-11 t•CNO+Wa 2 HR4.CN1 2 1•R+WR•1 3 1+q+Wq.1 4 HGT•O+C3.1 41•N.a.u.1 4 I+R4+W1 214RN•R•1 2 1•W+0+W+1 31•CI+O.C3H 41•tl•WgN 4 HU.I"ll" 48-UB• Y-X-X M306-14.6D 1.R+O,CN1 2 PO4.CN1 21+04+0.1 3 1+W0Q+1 41•W.WWI 4 Hp.O•W+1 4 1+04+R+1 21.E+0Rr1 21+Ra00,1 31+WWOJ.1 4 I+WOtlH 0 HC3+ X-X-X 11391-12]9T 1+0+00N 2 HC2+0+R.1 2 f.C2.0+R+1 3 1+WO+CHI 41+p+WC3.1 4 1+NaO+G+1 4 1+CNO+W.1 21.R.Gr Nl 2 "C2+0,E+1 31+WWC3+1 4 HWWEN 4 HU+ 474• Y.-X-Y 12299 -15.s% 1a +O+E+1 21aR+01 N1 21+C2.0a0+1 3 HWO+gN 4 HWrOpN 4 t+WWW1 4 t+M2 G+C2+1 2 I+E4+R+1 2 HR+oi 3 btlaWW1 4 I+0+WC3+111+03+0 Cuolwn 11.381-12.01E 1a0+04RH 2 I+E4,WN 2 I'M+0,C3H 3 1+W0+0+1 4 1.U+0NN 4 1+U+0U+1 4 14CM4 C2+1 a HWWCNI 2 1+W.0W1 3 l!q+o+C3,1 4 1+Na0+04+1 4 1+C1+62-IIW Y-Y-Y 12U17-13.39 1+ 2 0,W+1 2 1+R+O.ON 2 I+tl+0tl+1 3 I+C.I+q+1 4 HG+0G.1 4 HG+O+U+1 4 HR.0C2+1 3 1•CN0+0+1 2 HW0p+1 3 1lW.0p+1 4 1+U4,G+t 4 1a-+YY I33%-1T.018 I.Q.O+E.1 2 I•R•0C2N 2 I+W0+0+1 3 HQ+OQN 4 IaU+WNa1 4 1+C440W1 4 1+C2+0.C2+1 2 1+R4.0r1 2 1+W+0p•1 3 14W0C3+1 4 1+G.0G1+1 4 Oct+Co.lam 11.391-13.39r 1.E+2.R+1 2 1+R+2+0.1 21+CNN0.1 3 1+0.2.C3+1 4 14WNW1 4 1.G1.2.W1 4 1+R,24C2.1 2 1.8.2,E+1 2 1+R•2+CLN 3 14W2,W1 4 1+W2+q+1 4 HU+ 1330-MONO f+O.NRN 2 1.R+2+G2.1 2 1.0+2+0N ]1.tlrNWN I faWNpN 4 1+U+24UH 4 1+02tl 1 2 1+0N+0N 2 ARN+C2N 3 Hq+HW+I 4 PQN•gN 4 14G•115.361.19.641 IZO.E.1 2 1+E+9.G1-1 21+q+WQN 3 t+U.ONtl 4 I+U•WUH 4 1+C5.WW1 4 1.Eor0+1 21+R4O,EN 21.0aWW1 3 1+ 04+I 4 1+G40GN 41+Wp11.3M.13.39r 1.0.3+V2+1 21+0+3r0a1 21.C2+3+E+1 3 1.M.3+0+1 / 1+N4+U.l 4 HGq.Wt 4 1.E•2.RN 21.R+2+R+1 21.E+0E+1 3 1}W3+0+1 I I+GAU.U+1 4 1M.1.3 TV Y-X-Y 13.398.10.110 I.8.2.E+1 2 IrC2+J+0+1 21+C2.3.RN 3 HWOWN 41.N+3+Nt 14 1•G•3+V+1 4 1+E+NRN 21+0+2,R•1 2 HG2+NWt ] 14ga2+C3N 4 1•G+2+GN 41+CMPGN 4 Y-X-X 79.111 �24.041 1*R,0R.1 2 Htl4+EN 2 1.WO+C3N 3 UN,OGN 4 1+W0q+1 4 irgaO.W1 4 I+R+O,EN 2 Hp+0,Q+1 2 1+E+0C3N 3 1aG+OrGµ1 4 1+W.O.NH 4 UW+WCSN 4 coal. 17.641.191 1a04+0+1 2 l.U+3+R+1 21+W4+R+1 3 1+WNW' 41•N.4.GN 4 1+D144.U+1 4 I•R+3+C2+I 21.U+3+W1 21+C]+0E+1 3 14W.Hca l 4 I+C'.04+1 41.U+3+Ua1 4 B6' Y-X-Y 19.399-243E0 1+R+]r0.t 2 ir0.3,C2N 2 1+0HrR+i 3 HUN+GN 0 HN+4rGN 4 1,U.3+GN 4 PR•NW1 2 1•E4+WI 2 HQ4•C4+1 3 NG.WUN / HU•3.GN 4 HU+3•G•1 4 K-X- • M%1 -31.U1 NR.NR.2 2 NR+9+C2+2 2 2aW3+E+3 3 NU+3.G1, 4 2+U+3.U•2 4 1+U.2+N+1 4 I+E-2+8+1 2 I+L4.2•E.1 2 1+0r2+Cf+1 ] HG+NGN / HDO 21 4 14G.2a 1 4 Y.X-Y n641-32.515 .W3.E+2 2 2+R+3rC2.R 2 2R•00+2 ] 2+G+4+U, 4 2.U+4+G1+ 4 3•U.4.C/,, 4 2.MPC21 2 2•R+NQ42 2 2.R+WR+ 3 2+C4+4. A. / NN+44N.2 / 3•G+9•G+ 4 120' Y.-Y.-Y. 32610-39.641 2+0r3.0+2 2 NQ+3.C2+2 2 2.W0E+2 3 2rG.4.R2 4 2.N•4.C4+R 4 2. .3+04+2 4 2,'.' 1 C2 13+Q+3.W 2 2+R+3+W2 3 NG.3+N. / 2,U+3sfA+ / 3.G+3•U+2 4 14V Cuelom .39.641 2+0+3r0.2 2 NE+3+R+2 2 2+0a4+RN 3 NGM+U• 4 2aC4aNG.2 4 NU•WG+2 4 2+CN]+C2+2 2 NR4+R+2 2 2+E4•W3 9 2aN+4+G@ 4 NNN+N+2 12+G+WN+ I 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUG( HEIGHT (SEE SHEET53-0). GLASS TYPcbt0.^281416 --MIN.SA5HSIi W4NOOWWIDTH-63]2 SASH SIZE ISASPER THE FIGURES ON SHEETS 88. 2 2)MR SIZES NOT SHOWN. ROUND UP TO ME NEXT AVAILABLE WIDTH OR HEIGHTOIMFNSIO SHCWNONTHETABLE u.v un1 11 CFF CHFFT A FOR AGUIDE TO USING THERE TABIE5. INTEGRAL THE ADJACENT COLUMN. WITHIN THE SASH WIDTM MNGE FALLWfiHIN THE RANGE. PRODUCT REVISED eunemel�oaore/a ue Debea HOA-Ne. 47-0411.011 1 irA0on Date 09/24/2020 z'IOTY.TABLES Bill of Material R PONR Desadp0on Mehrial 1 02U121 Frme Heed, SIII and Janos-JChannel PVC 2 020122 Forms Next. Bill and Jambs -Flange PVC 3 020123 Frame Heed, SIII and JamFa -Fin PVC 4 62DI24 From Head, SIII and Jambs - Equal Leg PVC 13 629172 AnI hunt I Tim Over PVC 14 M131 Flxed M.Bng Rail PVC 1s 820158 Treck Insid 60831E Al 16 620120 Sash Rail (Sides, Top a Bottom) PVC 17 620166 Mdndreq 6083 T6 Al 19 020166 Par (Tall hladook 003 T6 AI 20 820144 IRS Fail [Blare. Cover PVC 21 620150 light Saah Rehixcemad 606310 AI 22 623151 Slenda Sosh Reinbrcemeent 6063 Ta AI 23 62D152 NO Sash Relnblcamenl 6053TBAI 24 620153 Standard MeeUMJ Rail Reinbmement 6005TSAI 26 a20164 HD MBe010 Ran Relnro¢ement 6005 T5 Al 20 620155 HD. Herz. Railer Minting Roll Relnkreemont 6005 TS At 27 710M 14PPA 010 x 1-1/4' PH. PH SDS on0mil Soma) OB SS 28 61644 Wealliumbl,.l0T x.270' FM Pga 2) 61719 Wealhershp.187• x= Po Pa. 30 I k8 x l' Ph PH SDS (hteM k Maedhg SC.) CO SS 31 1 7OM12PPA 98 x 3-1/2- Ph. PH SMS (Fbod Mae01g Rall Screw) 41O SS 32 1 7166MP IMeefing Ralf Screw Support Plate W03 T5 At 33 1 720210 lWoop Hole Cowr PVC' 34 720187 Sanitation SOmw Hale Plug PVC!. 37 720197 Auto Lock C5tee1 30 720199 Sweep Look CastT . 39 MISS Auto lock Cover Aasembiy Cesl Zoc 40 60 x Mir Ph. FH SOS (Auto and Sweep lock Screw) SS' 41 72020D Auto unit Emil, Leck Keeper Goal Ze0 42 76)3,tPPA MBx W4'PH.PHSOS(Keepor Screw) $S' 43 7612FPTX #Ox l/V FPH Tel(Reinforcement Screw 55 44 Leadstile Top Coiner Key Nylon 45 Leadsllla Bottom Comer Key Nylon 48 Lookeble Top Cone? Kay NY" 41 1-ooks0le Editor, Corner Key Nylon 48 720204 Wheel Nylon 72 620M Iami. I.G. Bead PVC 74 Backbedding, GE 7700 or Dm 791 Silloone 75 7198US Selling Slook(71W x Tx 11W 85+/-5 dom. EPDM 80 61011 Rat -Formed Sdmen Alum 81 01012 Extruded Screen Forme Ah1m B2 Extruded Screen Spreader Ber Alum 83 4704M Screen Comer Key with Pon Ring PVC 84 470IWICKGLB Screen Comer Key No Pull Rlrlg PVC 85 7CASPM TelslonS ring 56 68 91616C48 So.. Cloth Flbaglass 87 61635161614 .14T Screen spline(Mactummand Rolled) Vinyl NOTES: 1)DI4 F12.18.35.30,49-71873 ARE Nor USED AND ME NOT PART OF THISAP17 L 2) PVC BY ENERGI WINOOWMD DOOR PROFILES, LTD., TO BE LABELED FOR AAMAEXRIUOERCODE. -L .062" I O O I O O1 FRAME HEAD. SILL 62T6 2 HEAD,SR 6ME 1.315 3 HEADER, SILLS & JAMBS } O JAMPLABS O JAMBS Ld I-�— IBM tA3i II�y1 1630' .]]2' .BBB' O 1.020' O65' 1 -�B°--I�--' 1231' h- 13 61WM �VERRT 14 CK FIIE�EIING RAIL 15 INSERT 50' 03S +I—T — I OLAMI IG ORoam R BEADING 00 SCREEN FRAME �T• RDOT � 16 SASH RAIL W Ofi0 .TIS 1.IBISI1 OEXTRUDED OUGHT GASH &I SCREENFRU&S 21 REINCCCCCCORCEMENT .BIT L J_�.13T J_ rO REEFAIL MO �~ RH SASH EIN ORCEAMEM O REINFORCEMENT 1 IL 12 REIN 2.445• EQUAL LEG FRAME O HEAD, SILL & JAMBS .oso' LTrILVL UFT RAIL 18 INTERLOCK INTERLOCK COVER• O6T" -715' STANDARD 32 SASH REINFORCEMENT .1B2• .286• WL� 132 .164- L .D74• .3w F� R MEETN0 MONORAIL FORCEMENT YLYN/y �i. • Pohar. = b 716 7.. �4�` SiOP,.� �2,� �'aiSyONAL ENG�a tii5/a11.t+iL'�RPE.` IIIII'—I'ILLI��\/�/l\ �I IyPy�I�IIII JR- 03/27/17 xoouxa6smasrFrr. el M.: RMVM WINDOW EXTRUSIONS & BOM Il7VENICE R31G2]60RNE I041y4801600 wrmwrremvercrvmnTmrs.ra LERT.OFAl11N.6ffi!9B Oae: HORIZONTAL ROLLER- LM serhyuee.6 HR-5510 smrd NTS - sw.h 17 OF 18 PRODUCT REVISED pl In with the Florida Building �a8a dT-0444.08 NOA-No, Orpira6Rn Date 9/24/2020 By e J 05/15/15 H RAIL Egress Lock BIII of Meterlal # Pad# 09wdptlon Metedel 100 7MC7024 MuIII.Pdnt Lak Operator Cast➢nc 1oi 73340 Opaalor Mwnting Plate Seel 102 72015 Mulllpdnt Lack Kap, AluMnum 103 =14 MWllpdnt Lock Guide Nlan 104 220217-221 M. BaT.(Length Vades) Stainless Sleel 105 71024M2HFX #10 t 12 HH MS Stdd. Mast 108 78XIFPAX #8 a V Ph. PH SMS Stainless Steel 107 7WSFPTX N z W Ph. FH SM SON.. Steel hEG EL Dull DETATA ILSS (NOTTOSCALE 104 070 ^ JR 15 !s03/27/17 I Ng oaxeasTxssr�e+. 4e0 by. FerWmr: 7 WINDOW VIEW fAL ROLLER -LM rT Nveee 0 NTS 18 0F 18 PRODUCT REVISED as compl in0 Flerlae Bml41n#e#e NOA-N.. 17-0411.00 E plretlen onto 09124412020 By Mluml-Vo4 Proeect Control 01 7070 TEC1P90L OFME N. t 10F, M U275 (9413-980-1600 LEFT. OF AUIH. 0292a8 J ROSOWSKI 05/15/15 15510-01 B I M IAM I-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) M5-2599 NUT=^" ^"' " ZCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 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 Lin areas other than Miami Dade Coup) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includine the Hiah Velocitv Hurricane Zone. I)ESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of MISSILE IMPACT RATING: Large and Small Missile Impact Resistant I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occurafter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this-NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAM4DADE COUNTY NOA No. 17-0420.06 AD Expiration Date: April 14, 2021 (Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 - of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test -report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by — F-enest ationLTesting.Lab,Inc., Test Report No. FTL 8717,_dated-WO7/15, signed -and sealed -by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure -Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, hic., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by -Idalmis-Ortega,-P. E. (Test report revised on 02/15/16) - - 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Product/Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202=94.- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2)-Uniform Static -Air -Pressure -Test; per�FBC-T-1S 202=94 - 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC; TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS'202-94 — -- along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted cinder NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted cinder NOA No. 15-1210. 01) orge M, Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coot.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance 14o.15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 -- —Tan 202 and-hgliter Shades(Non-White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tmderNOANo. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc, for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6o' Edition (2017), issued by manufacturer, dated 08/14/17, signed & seated by Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" _ Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved -on 03/03/16andzxpiring_on_-_ - 04/14/21. l Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90e/135e CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. . 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 033B, 8046.8649. 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231: 7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD, HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. B) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITum, 10) THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: ii 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. TABLEA: Gmuv Aneher 5u1habala Fmme Member MIn. Fda. Elehna. Mon. Eabedoort A 012, steal SMS 05) or 410S.S.SMS Oven. tl lnreeda/Ip P.T. Solaam Plne Hotel311/ 9118 1306- _mb_ FT. AMYJnum,80B3T6' .12Y mlo. Nlaknes. ow 5u amb w 11B' - Pbook YB' 1/0° Sleet, ABB' u.080'Mn. wexma. Hoed/BIIVJamb wr 0.06T -has WB B.SBo' SIee151Jd. A653 Gc 98- Omrmin. mcknao HeeaISIIV.Mmb LB' 0.071° (14 Ga. P.naex Wlr aWt° 14 Ga. 1/4' Elea ml,me t R2 o.whom Plno so-o.55 Jemb l' 1m0" P-had 1• 13/S- 1/4' Elea 410 S.S. OnleFles P.T. SOWham Plne .4G=0A5 mW'Som,fl, 1' 13/B' Pl000k 1' 1318. 8 012. eleal wood ... (05) I.T. oMlles, Pint, SG"0.50 H..&SIW&nob Ill s¢ tMe' PBeax W 1-W6' 1/4'EIao VVmcen eeal..o In. 2.85 lot 1`4wok I" 1.301. Hoed/SIIVJemb 14VIV 13/6' UnOmuted CMU, ASTM Cd0 Jamb 1- 1.114. 1-0aok 1. 1-0/4" C 1/4' Elea 4106.S. Connotes unerouma cMu. (ASTh1G90 hmb 4.5N- 1-1/4" PMoo 1JN' 1-114" concnb Mn. 1.18 own H.eNSllv.hmb t31tB• 1.Y4• RM1oo, 1 IM'Elea 188S.9. Aeg-cato/ Cancrelo min. R.l2 kc XaeV94M.1, 1-1/P 131W P hook 11/2 13/B- Urq uba CMU, A W GSO Jerre M 1.1I4' Pdaok 2' 14 P P.T. SPWham"a. MG-0.09 mealBMJamb 1• 1-LB- P o0 1' 1-WB' 1/4' Elea Awt.o CCpp .I. (mb/. 2.86ka, HWISHMenb 2.1/2'. 1-3/8' P-0ook 2.1/2• 1.98- U,IproubtlCklU, ASTM GBO Jamb 2-117 1.114- Pdmk _T.1_W 1.114' G IN' Elea 410$A. Cm.lis. Ce,male min: 3.35 no Heed/SIIV mb 2I.. "W Pbaek .2-W 1318' ut'resled CMU, ASTM C00 Jemb 2-112' p4mk -113' 14I1' 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1@" THICK. PROPERL SECURED, IX WOOD BUCKS ARE OPTIONAL -MIN, OF 3 THREADS BEYONU THO METAL SUBSTRATE. METAL SUBSTRATE TO IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2"THICK OR MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA GREATER. 1X AND 2XBUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVI�WED STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD BY THE AUTHORITY HAVING JURISDICTION. & TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU" VALUES MAY I:7E USED FOR GROUTED CMU APPLICATIONS. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON.ME1ALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30& FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USE6 SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. -2017 FLORIDA BUILDING CODE (FRO), BTH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A'-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 6) INSTALL AS PERTI4E GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. Meiedal Min. Fx Min. F. 61eel8crew 02 ksl 120 ksl 4108crew Soloist HOW Elco Aggre-0al0� 5i k¢I 08 k¢I Elea UImCOn® 155 ke1 1i7 k¢I d1099 Elco CroleFle3® 12].4 k¢I iBB.T kal BOW-TSAIuminum 16 k¢I 22 ke1 A383teal 36 k¢I fie ksl Ot. 3391ae 9fu 33 k¢I 45 -20U FLORIDA BUILDING CODE )FBC), STH EDITION -ASTM E13OM9 -ANSI/AP&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-20I5 -AISI SIOD-12 -AISC360-10 DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1' B2 ON SHEETS 7 8 8 GENERAL NOTES..............1 EXAMPLE CONFIDE .......... 2 A VINYL SLIDING GLASS DOOR NOA (LM) 10/06/16 GENERAL NOTES a JROSOWSKI z UPDATED TO FBC 2017, VINYL MFG. A�a 04/O6/17 pe i SGD-5570 NTS � 1 OF 21 9 MD-5570.0 94 A DR TABLES........ 7-8 ......I.....................0 DETAILS ............ 10 LOCA71ONS....... 11-16 P E S ................... 17 )NS.... .... .. ..........18 PRODUCT REVISED Buimplyin5 with the Florida lding COE NOA-No. 17-0420.06 E.pimilon onto 04114/2021. �. No.58705 MAX. UNIT WIDTH MAX UNIT WIDTH MOM. PANEL WIDTH MOM, PANEL WIDTH PER TABLES I& PER TABLES l la — MAX. UNIT HEIGHT / I� I^ MAX. UNIT HEIGHT PER TABLES I&2 ly PER TABLES 1&2 vac IV 1-PANEL 2-PANEL CONFIGURATIONS CONFIGURATIONS MOM. PANEL WIDTH MAX. UNIT WIDTH --�I PER TABLES 1 MAX. UNIT HEIGHT I PER TABLES I&2nF 5-PANEL CONFIGU MAX. UNIT WIDTH MOM. PANEL WIDTH MOM. PAN PER TABLES 1&2 J� PERTAE AX '1 I� MAX.0 +9 M HE I^ HEIGHT Ip" E v@r l PER TABLES I&2 / / / TABLI 3-PANEL CONFIGURATIONS MOM. PAN PER TAE MIA) HE PER TAI LL WIDTH LES MN.. UNIT WIUIR UNIT GHT !LES i & 2 WIDTH MAX UNIT WIDTH�j NOM. PAN MOM. PANEL PER TABLES & 2 I PER TAB MAX. UNIT MAX HEIGHT I@" HEI PER TABLES I&2 / / / / / / / I€ PER IV J LS 1 &H LES 2�} M/K. Urvll WIU 111 T � UNIT GHT SR1&2 L MAX. UNIT WIDTH MOM. PANEL WIDTF PER TABLES 1 &: —I MAX. UNIT HEIGHT I� TABLES 1 & I� L J 8-PANEL CONFIGURATIONS mcli c EL WIDTH LES 1 & 2 ABLES� UNIT VYIUIII GAT 182 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS - CONFIGURATIONS NOTES: 'X"=OPERABLE PANEL DLO WIDTH= MOM. PANEL WIDTH -B-9116" 1)ALL CONFIGURATIONS SHOWN ARE AL50 AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 'O"= INOPERABLE PANEL MOM. PANEL WIDTH =PANEL WIDTH •1-3116" LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN P"'POCKET -0A6" ORHEIGOR DLOHEINEL POCKET CONFIGURATION CAN BE OXXXP. JGHT-HT EIGGHTHT= DOS(LM) HT-2-1/2' VINYL SLIDING GLAS$OOOR NOS (LM) 10N5/15I RI r GLASE DOOR 2)90'&135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. lur® EXAMPLE CONFIGURATIONS jS J ROSOWSKI 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. LETTER corrawxro xv FonxoLamas.lxc. C NO CH GES THIS SHEET. �9 04/05/17 f—DETAIL 4) FOR MOM. PANEL WIDTH, SEE TABLES 1 & 2. ® uLRwars aFs[aveo 1070 TECHNOLOGY DR 5)MAX ALLOWABLE FRAME SQUARE FOOTAGE >472.656 FT= I —SHEET NUMBER . N. VENICE, FL 34275 }80- 1800 q SGD-5570 NTS 111 20F 21 MD-5570.0 �� A f(941 , I 1 No. 58705 A LYNN ml-E PE DETAIL Al DETAIL B1 METAL TYP., SEE ANCHOR OUMAS�V ASTRAGAL DETAIL Cl DETAIL D1 NOTE 4, SHEET I; MIN. OF FACNG EXi. IMERIDCx Ixro NErnL THREADS BEYOND THE CONCRETEICMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH • REGUIREO VDOOR Rt 1B TVP. ANCHORT AND Be MA%ts'O.G HEIGHT IsovER Be• .� � B1 EMBEDMENT AND z2 en EDGE EDGE DISTANCE PER III1,,} DISTANCE SUBSTRATE,SEESe �e TABLE A, SHEET 1 & - DAYLIGHT to x m NOTE 3, BELOW ,• OPENING- z9 — -- , � d IS B o I WIDTH o e o EMBEDMENT --r- q P ni EDGE '/` " (4)nmOKEEPm@max B° e� EDGE /'^ a0 BB 3.9'O.C„ 9EE SIfrET rs DISTANCE OISTANCEj%•.„l,,; o S T Ba I �j I ExrEalBx /...; 6FP NOTE °, u 2B 2B I -I THIS SHEET V R1 ° THI99HEE2 i/4"MAX' �{ iX OR 2X WOOD THIS SHEET I I SEE NOiE S, / IXOR2RWOOD 32 THs SHEET EMBEDMENT SEEN B, THIS SHEET 2e #8X 3/4'SJ REINFORCEMENT SCREW,7 ANCHOR / / NOTE 3, SHEET I------- -- 0 PER STILE, LOCATED AT CENTERLINE AND 6', ryEMBEDMENT AND PLATE AT EVERY )/ HORIZONTAL SECTION (XXX SHOWN) 0" & 12' FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR DETAIL B2 SUBSTRATE, SEE LOCATION DETAIL C2 DETAIL D2 TABLE A. SHEET 1 & DETAIL A2 INrERLaac INro NAsoNm — /STMGPl NOTE 3, BELOW 2 FRAMING, WOOD ,SEE AARIP OR MO2%VIGOD REOV92EDHFOCOR EMBEDMENT F— pR. DAYLIGHT 21 xElcHra GVERBP r------, FRAMIN OTEEANCHOR 1° Bt 114"MAX —'-1 4 NOTE 3, SHEETI �-I om OPENING Imo— a I Ix i PRODUCT I9REVISED in the FlerHa: EDGE WIDTH r �� I eumm�e ee P DISTANCE I I NOA-N°. 17.0420.06 TYP. ANCHOR TYPE, �o SEENOTEB.THISSHEET r I EMBEDMENT AND zB n &.2s I I Bzptrmme o.m 04H4/2021 EDGE DISTANCE PER na zs a TYP.ANCHORTYPE, r=t_T SUBSTRATE, SEE e ' T EMBEDMENTAND ra q Mlam- are uce een re ! I�1rp TABLEA, SHEET 1 8 2H o P EDGE DISTANCE I BELOW PER SUBSTRATE, NOTE 3, '; SEE TABLE A. SHEET �e HS : 1&NOTE 3, BELOW DISTANCE EDGE BB 1)THRUx£EPER®MAX o N'11 IExTEIxm ,p'O.C.,9EE9HEETI`B I, I- 1/4'MAX PANELWIDTH - CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION (XO SHOWN) INTERIOR OR ,�� 2° FIXE PANEL CLIP : YLYN NOTES ANC)IORS,SEE EXTERIOR DIRECTION. :;�a........, N,�/ 1) DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. SEINFORCEmENTTMSS(SEE NOTES THIS SHEET) DETA``L SHEET7B ALL PARTS IDENTICAL. Pam;'V1cENSF':�l�,L 2) REFERTO ANCHOR NOTES, SHEET I. FCRALL LOCHSTaEs, NB. S87DS •;P 3) SEE SHEET I3 FOR ANCHOR LOCATION&SPACING, FOR pS7RnGus,ftxeo )(() ze zB VINYL S�IbING GLASS DOOR NOA(LM) 10/05116 *i/, +TF_ ANCHOR QUANTITIES, SEE TABLES I&2. STILES AND) Im f7Ly(/`��y41 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL HORIZONTAL PARS u \ ` J J INSTALLATION, HORIZONTAL X-SECT. & J ROSOWSKI A (l7" C FRAME ANCHOR LOCATIONS. SrA Eop 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. I cearalBxro2orr ecTumusTNes.luc 2 NO CHANGES THIS SHEET. ��g 04/05117 G�\s 6)SEE TABLES 1& 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS( Q °° 1070TECHNOLOGY DR �g 'os,%oNAi�N�:: ORI 8 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONlvl THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34276 7)SEE SHEET 20 FOR SCREEN DETAILS. STAMAH. Ho (941)-480-1600 SGD-5570 ,� NTS 30F21 Si MD-5570.0 A4 A "',Ly E'pso,spE __ SE.T. aExum. none DETAIL E1 TYP,ANCHOR TYPE. EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 P4TOM ONRY AND EDGE DISTANCE PER INMWOOD INro MAsoNRv INTOMETAL DADE APPROVED MULLION, FBC ex BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL 18NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR Typ ANCHOR TYPE, EMBEOMENT FRAMING OR STEEL STUD. MAY FRAMING, SEEANCHOR AND EDGE DISTANCE PER CONCRkTE/CMU PER BE VERTICAL OR HORIZONTAL, CONCRETE/CMU EDGE NOTE%SHEET1 SUBSTRATE, SEE TABLE A, SHEET ANCHO REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1& NOTE 3, THIS SHEET EDGE TABLE A. SHEET REQUIREMENT DISTANCE DISTANCE EDGE DISTANCE • .ti.. .. T' EMBED MENT EMBEDMENT EMBEDMENT EMBEDMENT �] l tom- � •taTYRANCHOR L1/4'MA%.e .1(4'MAX. ' 1/4'MAX. 1/4'MAX. 1/4'MAX 1XOR2,XWOODBUCKSTRIP, SEEANCHOR NOTE 3, ° TYP. ANCHOR TYPE, EMBEDMENT AND TYPE, EMBEDMENTAND T BHEET7 EDGE DISTANCE PE SUBSTRATE, SEE E PER SUBSTRATE, SEE TABLE A, SHEET i &}•IOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET eo SJ NOTES ° FOR / 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. / I.WKSTLE9• 2) REFER TO ANCHOR NOTES, SHEET 1. A FIXERSnl&s 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, lxeAs B=ll AND SCREW; 3 MS PER RAIL, LOCATED 4) CONC NOR TINUOUS ANTIORPLTEE TABLES 182. DLO WIDTH =NOM.PANEL EIGHT -WIDTH 1116-fi' _ HORI2OxrAL SCREW;3PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM NB, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT-H-1/18' ANCHOR PLATE AT CENTERLINE AND 9' FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT -2-12' EVERY ANCHOR (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT Q PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME sEs HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT No1Ee, SILL RISER EXACT DIMENSIONS. o piyinp r4eh the ilenaa THIS SHEET VARIES WITH emia'In0 etl REQUIRED uoa-xe. 17-0420.08 sxTeRIDR POSITIVE Expirnxon Date 04114/2021 DESIGN .390 R8 B2 a PRESSURE, �L miam-Da ProaamcTl' SEE SHEETS .390 —.-I Me OR 26 370 �{ (} 2s OR 2e {-.�1 �.390 2.3170 2.947 ROUTX. a2 p92S IA 23 1.793 2.887 L 4 41 114"M X. e I I d48-95 ALSO APPLY 823 NEEDED, SEE 13 m —T 1.917 ANCHOR NOTE I] 2 1 .060 .060 12 .060 5, SHEET a MAX. ° V 2-12'=TOTAL .060 ED 1/4'— SIL HEIGHT <%(2-1/2'TISER OTAL RS (3-1/2SILLRTOTAL ISER °° (4-771VTO AL K5 (4518`TOTAL SILL RISER SILL RISER O`�pNY...... SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 1 •'' UCENs,,--. e EMBED- ' . `; EMBEDMENT EDGE 'FP •• r DISTANCE No. 58705 r MENT • ' . • •1 & VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * Tk V EDGE TVP. ANCHOR TYPE, TYP. ANCHOR TYPE, 9INSTALLATION, VERTICAL X-SECT. gg% JROSOWSKI 3p "O I 2Z a_c B 5 S.• v EMBEDMENTAND 2X WOOD BUCKSTRIP Oft EMBEDMENTAND ® =0.(� STATEOF DISTANCE EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE rormlclnemn vsTixpi>SmiRs.INc NO CHANGES THIS SHEET. �� O4/OGN7 �: OS' �Ft ORIO?,•'G\=� CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET PER SUBSTRATE, Ate RIGHTSRESFRVSD 'OS�ONALIEN PER ANCHOR DETAIL FI SEETABLE A, DETAILF SEETABLEA, 1070 TECHNOLOGY DR ai �g REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 INfO MASONRY INTO WOOD (941).480-1600 16 2 0.LYNN MILLEf{P.E. THIS SHEET THIS SHEET artr ovnuln nvn SGD-5570 NTSA 40F 21 -4 MD-5570.0 ��A ppywms QOR z �00 �00 NiEwo IXI�FNOR V N 135• � DETAIL G1 Q�.- IISIUE CONNEH t&6-O.C. 09I5DE ODRNER I I z 186'O.c. 4 DETAIL H1 MN(1&6 BO' MSIDE LUNIFft IXIENgi tr wR a � 0 b PRODUCT REVISED pl In IN the Florida emimr. �e� NOA-Na 17-0420.06 NOTES L 7) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. .NY LYNN�''' 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `�`� 4!i DEPENDING ON CONFIGURATION. �J® VINYLS [DING GLASS DOOR NOA (LM) 10105H5 ' No. 58705 �CORNE ASTRAGAL HORIZ. X-SECT. l& JROSOWSKI pol, N fpEl72; orvnwµiR s�rl�lla nEs, INc. 8 NO CH GES THIS SHEET. �A 04105i`17 •�;�toglon.: '�,� 1070 TECHNOLOGY DR § �� ii�MAL1E�`� N.VENICE, FL34275 Opill (941)480-1_00.01SGD-557. NTS . 5OF21 g£ MD-5E 570.0 �$ A KLYNNAA KFE _ PE159)OS DETAIL 11 DETAIL 12 - OPTIONAL NON- STRUCTURAL INTO M4EONRY IMOIMSONRV ANCHORS FOR "� �e Q EDGE y INTERIOR POCKET - INTERIOR¢t p'° TYP. ANCHOR TYPE, EMBEDMENT DISTANCE, JAMB et se AND EDGE DISTANCE PER :..i SEE FIG t, SUBSTRATE, SEE TAE3LE A, INTERIOR POCKETS MUST THIS SHEET sS a SHEEi18 NOTE 3, BELOW INCLUDE A NON-STRUCTURAL, .•.(_, to. FRAME JAMB TO REDUCE THE POSSIBILIN OF WATER 21 INFILTRATION. ii 1/4• MAX. m tv OPT. i •„6�Y%� POCKET BY OTHERS, SEE NOTED BELOW. T- EMBER•`: <!®tl ExTE�7s MENT OPT. V 114" ANCHOR SOS ANCHORTYPE, EMBEDMENT' .E�rR�c^� THIS AND EDGE DISTANCE PER fvt EDGE REQUIREMENT SUBSTRATE, SEE TABLE A, SHEETi DISTANCE REQUIREEMENT 8 NOTE 3, BELOW INTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., BEE ANCHOR NOTE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A,, BELOW — BE EEf.1 4, SHEET 1; ANCHOR LENGTH TO A MIN. OF 3 THREADS BEYOND NOTE 3, THE METAL SUBSTRATE EDGE �DISTANCE� OPT. ANCHOR DETAIL 13 INrO lnEtaE EMREDffMENT v OPT. EMBEDMENT 1/4" MAX. J o MAX. FJReNIGt CONCRETE/CMU PERANCHOR REQUIREMENT ANCHOR FOR DOOR HEIGHTS 96"AND LESS: 5t q d FOR DOOR HEIGHTS OVER 96" I EDGE 2X WOOD BUCKSTRIP OR STANCE FRAMING; SEE ANCHOR NOTE 3, SHEET 1 —OPT. ANCHOR DETAIL 14 MOWGo° es complil 11 with the Memo ml4th9 p N°A-No. 17.0420.06 E.pl-tian oat. 04/14/2021 � FxTEliIW1 - zl pI O0 LYAfA( Alz' EXTERIOR POCKET : ��'`.� ..;GENse EXTERIOR POCKET NOTES .1 VINYL SLIDING GLASS DOOR NOA (LM) lal 10/05/15 No. 6B705 7 DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS. P-HOOKEXAMPLES, HORIZ. X-SECT. IS JROSOWBKI 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 182. INs NO CHANGES THIS SHEET. 04105117%Faj+'�?.A!�P•'•(,��.` 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. wpmwxroeon FmlN>usrSiEs, au NlcHrsnESExvEo DR %•, S/pNAl gt,` � 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY 10 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N. VENICE, FL 34275 (947BOL05 L+ M0.5570.0$ q ALYNNNalere,ee AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-5570� NTS BOF 21 31 P.EP 5aI0. I Design Pressure (DP) and Anchor quantities Required, (far all approved configuatlons on Sheet 2) Use this table far: Glass Types 1, 1A, 3 or 3A Aslmgal Reinforcement#29 Lockable Reinforcement#25 or#20 Bid. Interlock Relnforcennad 927 Door Unit Height 89, 84" 1 96" 68-15116' OLD Height 72-15flW DLO Helghl 84-15/16" DLO Height Anchor Group Anchor Group Anchor Group A B C D A I B C D A B C D Design Pressure +60/-60psf +60/40pcf +60/-60psF 184/a" Head/Sill 03+1 C31- C3+i C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24' DLO Width Jamb 6 5 5 5 5 5 5 5 S 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 B B B Design Pressure +Iiol6opaf +60/-Wpsf +60/-60psr 25-1/6"W.k7 lll 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 30° OLO Widh 5 5 5 5 5 5 6 6 5 5 6 6 7 7 7 7 7 7 7 7 8 8 0 0 Sv ssure +60/-60Pvf +60/.60psf +60/-60psf 31-1/e"111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 36, DLO Widthk 6 5 5 5 5 7 7 7 7 7 7 7 7 8 8 8 e ssure +60/-60psf +60/-60psf +60/-60psf z37-1/B"lll C3+1 C3+1 C3+1 C3+1 1C3++142' DLO Wltllh 5 5 5 5 5 5 51. 5 5 5 5 5 P41ook 7 7 7 7 7 7 7 7 8 B 1 e 1 8 Design Pressure +60140paf +60/-60psf +60/-60pof 4b1B HeadIBlli C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 CS+2 C3+1 C3+1 C3+1 48" DLO Width Jamb 5 5 6 5 5 5 5 6 5 5 6 5 P-hook 7 7 7 7 7 7 7 7 8 8 B B USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(-) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAYBE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4. TRACK CONFIGURATIONS, 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE R�QUI RED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW, SEE TABLE A, /SHEET I FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES, ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE St. THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX; FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT: AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). �'--TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULARTO THE GLASS.. Wateo-Llmlted (+) Design Prema. Sill Riser N.M. Sill Helghl Max. (+) DP All None 1-11119' See Note2 42 2-0/2' +3B.7 psf 44 41/16" +60.0 psi 45 4b/B" +80.0 ps1 FL 34275 NO FIG 1: DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS Z EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. PRODUCT REVISED as mplying with the Floritln 8.1hiln9 Colo ,.IN.. 17-0420.06 DLO WIDTH =NOM. PANEL WIDTH-8-B/i6" I DLO HEIGHT =DOOR HEIGHT -11-1A8" Pvv YLYNN PANEL HEIGHT =DOOR HEIGHT - 2-112" aON,......,, t11: L.lceN6F LIDING GLASS DOOR NOA (LM) 10/06/15 t * ( No. 69-7005 CHOR QUANTITY TABLE" J ROSOWSKI � p .C" `difE =. ,OT•.. ar ie E: GES THIS SHEET. 111 04/05/17 ONAL.IE e A bJNTS 170F 21 �.i MD-5.LVNN 570.0 �� A saNILLEIsnm InDr.e z: Design Pressure (DP)and'Anchor Quantilles Required, , tar a6 appmted cordgamllons on Sheet 2) Use this table for: Be., Unit Height Glass Types 2 a 4 60, 84' 96" 108" 120' 68.1511W DLO Heigh] T2-15I16' DLO I [eight 8445/16" DLO Haight 9645PI6" DLO Height 108-15116° DLO Height Astragal Relnfamemenl#29 Anchor Group Anchor Gmup Anchor Group Anchor Gmup AacicrGmup Lo.kofile Relnfomement 025 A B C D A 13 C D A 13 C D A B C 0 A B C 0 HO Interlock Relmomemenl 028 Design Pressure +100/400psr +100/-100psr +f00/-00o ps! +60/-GS psf r60/-65 paf 194/e' HeeN5111 C3N C3+7 C3+1 C3+1 C3N G3+1 C3+1 C3+1 C$+1 C3+1 C3+1 C3+1 q+i C3N C3+1 C3+1 C3N C3H C3+1 C3+1 24' DLO Jamb 5 5 5 5 5 5 6 5 5 5 5 5 6 6 9 6 6 6 6 6 Width p.hook 7 7 7 ] 7 7 ] 7 8 B 8 B 9 9 9 9 10 10 10 10 Design Pressure +100/400ps/ +f00/.100 per +f00/-f00 psi +60/-65psr +60145psf 26-118 Head/SIII C5+1 C3+1 C3+1 C3+1 CSat C3H C3+1 C3+1 C5+1 c3+1 CS+I 03+1 C3+1 C3+7 C3!7 C3+1 C5+1 C3+1 C3a1 C3+1 30" DLO Jamb 5 5 5 5 5 6 6 5 5 5 7 6 6 e B 6 8 8 6 6 With P-Icak 1 7 7 7 7 7 7 7 8 8 6 e 9 9 B 9 10 10 10' 10 Design Pressure +100/400 ps1 +100/-ioops1 +100/-100 ps! +f10/-65ps1 +60/fi5 psf 31-118. HeedlSlll C5+2 D3+1 I CS+t I C3+1 C5+2 C3+1 C5+1 C.i+1 05+2 1 C511 I C5+1 I C3+1 C5H C3N C3+1 C3+1 C5+1 C2N C5+1 Ca+i 36° DLO Jamb 5 6 6 5 5 6 e 5 6 5 7 5 8 6 8 5 6 8 8 6 Width P-Imb 7 1 7 1 7 1 T 1 7 7 7 7 8 8 8 8 9 9 9 9 10 t 10 t 70 10 Design Pressure +100/400psf +f00/-100 ps1 +100/-f00psr +60/-65psf +60/-65Psf — 3DLO Hea uslll C5+2 C3+2 C6+2 C3+1 C5+2 CS+2 C5+2 C3N CS+2 C5+2 C5+2 C3N C&7 C3+1 C5N C3+1 C5N C5+1 C6+1 C3+1 u 42' DLO Jamb 5 5 7 6 5 ] 5 5 6 B 5 8 8 6 6 6 6 7 6 Wltllh P-hook 7 7 1 7 1 7 7 I 7 17 Z B 1 e I 8 8 9 1 9 1 B I 9 70 10 70 10 Design Pressrse +100/400psf +1001-100psf +92/-92ps/' +60/-Wps1 - +60145ps! Zq 431/9' Head6ill CSt2 C5+2 C5+2 C3+2 C5+2 C6+2 C5+2 C3a2 CS+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48' BUDWidth Ja mb 5 5 7 6 5 5 6 6 6 6 e 5 6 8 7 6 8 6 6 6 widen P-hock 7 7 ] 7 7 7 8 8 0 B 9 B 9 9 9 9 10 70 10 10 Doelgn Pressure +901-80ps! +80/-80 psf +801-0opsr +60/65paf +54.1/4R7psf 49-118" Head/S6i C5+2 C3+2 C5a2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 CS+2 C5+2 C3+2 C5+2 C5+2 IC5+2 C5+2 CS+2 CSa2 C5+2 C5+2 54' DLO Jamb 5 6 8 5 5 5 ] 5 5 5 6 5 6 6 8 6 8 1 B 1 B 1 6 Width P-hook 7 7 7 T 7 7 7 1 7 8 1 8 8 8 9 9 9 9 10 10 10 10 Desfgn Pressure +60/-Bops! +80/.aopsf1 +80/-eopsr +59.1/-ti4 ps/ +49.0/-53.7psf 65.116° HeaNSlll C5+3 C3+2 C0+3 C3+2 C5+3 C3+2 C5+3 C3+2 05a3 C6+2 C5+3 C3+2 Cfi+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5*2 C5+2 so- Jamb 6 fi 6 5 5 5 7 6 5 5 6 5 e 6 6 6 8 8 B e qdt W d(h P-hook ] 1 7 1 7 7 7 T 1 ( 1 7 1 8 B I 8 I 8 I 9 9 9 B 10 10 10 10 +/-100.0 PSF FOR ANUHUK UKUUYJ N, U 5 U. TABLE NOTES i) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER 15 NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 1 t-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANNES LISTED BELOW. SEE TABLE A. SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM UP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE 52, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS �- CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGH THE JAMB. THE P OF ANCHORS REQUIRED THROUGH THE P-HOOK( PERPENDICULAR TO THE GLASS. I FIG 1: II DOORASSEMBLIES <g INSTALLED. WHERE THE i OVERHANG (OH) LENGTH IS m EQUAL TO OR GREATER THAN p THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE TABLE B2: Wafer -Limited (+) Design Pressure SIO Nom. SIII Mac. (+) DP Weer Height Ailowad None 1.11/i6" See Nole2 42 z-1rr +36.7 gal 44 44716' +80.0 ps1 45 4578" +100.0 paf DLO WIDTH= NOM. PANEL WIDTH-8-9/18" DLO HEIGHT - DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1 W VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/16 DP & ANCHOR QUANTITY TABLE dA J ROSOWSKI jil NO CHANGES THIS SHEET. I$&_104106/171 NTS1,41 8OF 21 MD-5570.0 PRODUCT REVISED es complYfn, wtih the Meddle mramg Ceae NDA-No, 17-0420.06 Ex'U.tfen Dote 04/14/2021 �00 s1k E oa1 r' .�' �'�r 70NAL1E,��• 3EFNnPLE: v E, 3 TRACK, STRAIGHT CONFIGURATION-PXXX, FRAMEJAMBREONRED HEAOSPUCE II'RFRIOR CE�ERLINE CENTERLINE INTERIOR 4QINIYINORBOCKETS OFI TERLOCR OF INTERLOCK LAMINATED, POCKET, ANCHOR GROUM.P PANELS, C �cENTERUNE I CENTERLINE LAMINATED, IO GLAZING, ANCHOR GROUPAIN WOOD SUBSTRATE, I Mac If OFFANELI OFPAAfa7 PROJECT DESIGN PRESSURE REQUIRED:+4821-58.8 PSF POCKETBY OTIERS.SEE NOTE S, BHEETB I I -RIOR SPLICE NOTE: NOUCTUHALANCHORS MAV NSTR EE AOOED N.FIEW AS NEEDED TO AUGN TIE HEAD OR SILL I F A SPLICE CCCURS WITHINA POCKET. POCKET BY OTHERS;'SEE NOTE B. SHEETS SHEET 4 1 INTERIOR rnRLm OF WnMO INTERLOCK CCNTMLWE I _OFPANELf 12'NAX 210' FRAME JAMB �'I \ SEEPOCKETJAMB MAX REOUIREO® ` INSTALLATIONON O.C. INTERIORPOCKETS SNEETB 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 ATA NOM. PANEL SIZE OF 48' X 84. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS+00/-GO WHICH EXCEEDS TIE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY HeadlSlll C3+2 ANCHOR IN. GROUP A(SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: e^ MAx All ax HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "CY CLUSTER ANCHORS AT OPT.ANCHOR THE INTERLOCKIASTRAGAL. To Al. IN HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE ALIGNMENT MIDSPAN OF EACH PANEL. P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET IIFOR THE "C3'CI.USTERANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCWASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE -.2 ANCHORS ATTHE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. R PRODUCT REFERENCES ALSO SEE: p-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL SHEET2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. CATIONS OF CROSS-SECTION DRAWINGS. D SHEET IO FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN CoMld o2un PGIINCSSTNEE.Nc SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: TECHNOLOGY DR SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 1 N. TE ICE. FL 4275 SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET3 N.VENIC00-16D275 (�R4 OFA 0-1800 SHEET 21 FORA BILL OF MATERIALS. p-HOOK: SHEET T.PFnUNl.F2PE6 SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: B CENTERLWE OF INTERLOCK --1 B' MAX EXTTE �RIOR v BELOW FOR ADOITONAL C :HORAGE. iMX. SHEET II EXTET1RIOR 4CHORAOE v ICHOR) PRODUCT REVISED ONI...plBIrT with tho Florida NDA-Ne. SEE 17-0420.06 OISTANCETO NEXTCLUSTER TOBE26-ME"0.C.ORLESS CENTER! JNE OF ENO PANEL FOR SILL'(SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISYANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25.3/8", 04HERMSE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) 8 10/05/1; STRAIGHT DOOR EXAMPLE 8m J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 NTS I311 9OF21 €C MD-5570.0 O\p1IY LYN TII'o *eT q�NC 558877005 A LYNN MUM P.E 14MS' NOM. 3/16" iJ_S GLASS VlW He GI -AS SHO'HS GLASS—� 3116, GLS3� 3116-ANN9CLASS 76 TO .090'PVB .090"PVB .090SG ]/16 AIRSPACE ]] TO J/16'm GLASS � PAINTED/ 3M VHSGLASS PAINTED/ 3/16"HS GLASS 3/IlTTGLSS LAMINATED LAMINATED PAINTED PAINTED/ 00 0 e1 SURFACE OD 0 01 SURFACE A° O #1 LAMINATED 62 6J LAMINATED O O O SURFACE SURFACE a EXTERIOR . a E%IEPIDW 1 I a EXTEflIDR. I � (f1 EIRERIOR PRODUCTIS'EXTERIOR- �I PRODUCT IS"EXTERIOR- I \I PRODUCT IS 'EXTERIOR- \ PPODUOTIS"EXTERIOR I / \I GLAZED"IFWBDdf l9 7/6'NOM. GLAZED'IF11008119 7/0'NOM. GLZED"IF fM41 IS 71WROM, GLAZED'IF MI 13 ]!B"NDM, TOWARDS THE EXTERIOR � I GLASS TOWARDS THE EXTE111 R.I D GLGS TOWARDS THE EXTERIOR D I GLASS TOWARDS THE EXTERIORI � � GLASS BtiE I I SITE I I SITE o I RUE OR <] INUSRIgi I (} INTERIOR �3 RUSROR PODUCYI ORLPZE09FM0°AI is I 1# GI IF#8&81 ISO i I 12 ORODUCT IS LZEW IF#60-01 IS- PRODUCT Is 10 GIAZEW IF B024'INTERIOR PRODUCT IS SI 1° TOWARDS THE INTERIOR TOWARDS THE INFERIOR II TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR 6EENDTER, 86 6EEN0TER, / 65 6EENOTE2, 66 SEENOTE2, D6 THIS SHEET THIS SHEET TUS SHEET - THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN" = ANNEALED "HS' = HEAT STRENGTHENED 'T'=TEMPERED SILICONE HOT -MELT BUM 1-1/16-MOM. 1-1/16'NOW 'PVB"=.090"TROSIFOLO PVB INTERLAYER 9TRUCTURAL 3116'TIS GLASS vie- I— CLASS SILICDNE BY KURARAY AMERICA, INC. STRUCTURAL 114"NOM. FOAM 3/16'NOM. POLYISOBUMENE .090" PVB .090' EG "SG". = I080" SENTRVGLAS®INTERLAYER WITH DESICCANT DEEICC INT 3I18"HS GLASS Ts 10 316"HS GLAsIS Ts 10. BY KURARAV AMERICA, INC. EXL GLASS EXT. GLASS 7IWAIRSPACE— n T° 711TAIRSPACE TT T° PRODUCT REVISED 3H6'T GLASS 3/16"TGLASS a ' Ing with the Florida PAINTEDI PAINTED/ 6aI1EIn8 c2DBe Son OJ LAMINATED LAMINATED NOA-ND. 17-0420.06 02 OR 6J SURFACE SURFACE eavlmnon De1004/14/2021 INT. GLASS INT. GLASS Cf1 FXIERIDR i (} EXTERIOR PRODUCT IS "EXTERIOR- I \I PRODUCTS"EXTERIOR- O Miaml- atl r uel Daafiro KODISPACE SUPER By GL A2ED"IF#az'o313 ]/e'PIOM. GLAZED'IF p020319 TOWARDS THE EXTERIOR.I D GLASS TOWARDS THE EXTERIOR. 17GLASS le 4SGTPS T6 SPACERONXT"' I BITE I I SITE p INTERIOR p INIERIO ALUMINUM PRODUCT IS 'INTERIOR- PRODUCT IS'INTENORI *4T EMENT pOLY50- OESGCAM FLLAREA GIPZED"IF W02-BJ IB TO oLAZEO^IF#028315 TG TOWARDS THE INTERIOR TOWARDS THE INTERIOR D. B "SEA G116"NOM. 6S BUTSILICONE SEAL THI66WH1EEr THIS SHEET DESICCANTRDLL-FDRMED GLASS TYPE 3A GLASS TYPE4 `,o`1L1IIInlI,] ERT.GLASAINLESS STEEL I NOTES: ``•��,ON�CENSFLYNjV'y�C(�� ENT. GLASS 1) BACKBEDDING SURFACES SHALL �I�L1L\�J��—�I��7LJ��T� 10/OS/15 No. 51B7D6 ••9 NOT BE PAINTED OR LAMINATED. J VINYL S4IDING GLASS DOOR NOA (LAM) _ �': ? SS 2) PRODUCT MAY BE EITHER GLAZINC�DETAILS E IN JROSOWSKI INT. GLASS INTERIOR OR EXTERIOR GLAZED, ® :�O •'. ,9f 1�oF�'f0�` DURASEALO XL EDGETM PROVIDED THAT THE "HS" SURFACE COPYRIGHT02017 POTxOVII INC. NO CHAAGES THIS SHEET. �� 04/05/17 .P nLLRIO1TSRE6ERVED R •.Ftorn n — la ADHEREOF A TO THE GLAZING UNIT 1070 TECHNOLOGY DR SPACER SPACER ADHERED TO THE GLAZING LEG. N. VENICE, FL 34275 �� hRF�N11AIILI"p (941)-480-1600 SGD-557 j NTS, 10OF21 a� NIg1 A A.L NMILURKRE. COTT. DF AUTRu'9169 I SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL DR INTERLOCK CENTERLINE 4" EMERIOR F-TRACKCLWMR'CT ANCHORLOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4" FJREjjRIOfl v 2.TRACKULSTERC, ANCHOR LOCATIONS AWWA.OR INERLOCK 4. CExTeRl1NE 'I o E�pIIOR �I 3.22" EMERI( �J bTRA<KCWSLEA'CT �/ ANCHgiLOGTI0N9 ASTRAOALOR INTERLOCK CENTERLINE , 4° 4TRACKCLVOTER 'CS•AMCHORLOCATONS NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375' 2.375' FOR ALL SILLS: 4-TRACKCWSTER °CFANCHORLOCATIONS 4- PANEL CENTERLINE E%TIE�IRIOR tj 2-TMCKINTEPMEgATE •a1'ANLHOR LOGTIMI PANEL CENTERLNE ��2�9 EKTFERIIOR IJ }TRACKINTERMEIATE ll-AWHORLOGTION PANEL CENTERLINE 4" EMIFE'IRIIO �J CKINTEWAEDNTE . =ANCHOR LOCATIONS EM 'N'ANCVIOR LOCATION HW W8 PERTAN TO TW FOU0MN06RL Iwm..ATEIN0CRIIIIjLMlI0IIIIQ; II�� HaaN351 N Jamb 1 5 P-hash I 7 VINYL SLIDING GLASS DOOR NOA (LM) 4" I i ]-TRACK INTERNEDWTE ' 2°ANCIIORLOCATION9 PANEL CENTERLINE Q" EMERIOR 2-TRACK(NIEIWEWTE TAWHORLDCATONS PANEL CENTEW.WE q• EXTERIOR —>ti 3.22" t/ vTRACK INTERMEDIATE 3•ANCHORLOCKNOW 4° I EM�(E-�RRIIOR ---I h.-3.22" 4-TRACKINTERMEDIATE 1 0.TRACKIMERAIEOIATE 12- ANCHOR LOCATIONS-aTANCHORLCCMIDNS NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2.375° DISTANCE IS 2.375° FOR ALL SILLS: FEE III ANCHOR LOCATIONS A 114?I J ROSOWSKI I 141 NO CHANGES THIS SHEET: I ]kM]041051171 NTS III 11 OF 21 17-0420.06 ND. 58705 Kz �O VR OF [uj '�'cFLORIDP.: ' CN`� sS)ONAL E?G�� HEAD CLUSTER ANCHORS LAYOUT: ASTRADALOH IRRALOCH 4" CENTERLINE EXTERIOR 3.22' ANCHO 2CLUSTER' ANCHORLOGTONS I I' CENTERLINE 4' EXTERIOR -3Z' J-TMCKCLUSTER'C]' ANGIORIAGTpNS ASTMONOft INTERLOCK 4• CEMpiLINE EMERIOR 3.2: V FTRACKCLUSTER 'CTANCHORLOGTONS I AETRAGALOR PITERLOOK 4" CENTERLINE EMjEnRIOR 3.22" V 2-T cHCLLLSTERW ANCHORLOGTONS ASTRAGLOR INTERLOCK CENTERLINE 4. EXTE DR 3.22" v 3TRACKCLUSTERTW ANCHORLOGTIONS ASTRAoA m ,I PLTEmm— 4. CENTERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 2.3S DISTANCE I: [2,375" DISTANCE 4-TRACKCLUWER -M-AiCHOR LOGTONS N. PANEL CENTERLNE E%TJE'WLOR 2-RAMINTERMEDIAM " PANGIORLOCATON PANEL CENIERLLNE EMOR fl 3dMCKIMERMEOIATE V '+l'AHCHORLOGTION PANEL CENTERLINE EMERIOR .-ANCH TEW=ON ' .I- ANCHOR LOGNON Ell DING GLASS DOOR LOCATIONS B PANEL CENTERLINE 4' FxiIE�RpR 3.22' \/ LTRACHORILMENONS •+TANCHOR LOGRONS PANEL CENTERLINE EXTERIOR fl d-TRACK IMERIAEDNTE V 12-ANCHORLOCATIONS PANEL 4- CENTERLINE EMERIOR 3.22" V 2-TRACK IM EDNTE •+3-ANCHORLOCATIONS PANEL CENTERLINE 4° E OR 3.22" R 3-TRACK INTERMEGATE V IT ANCHOR LOCXRONS 4' 4TMCKINTERMEDNTE12' V 0.TRACKINTUHMEOTATE'+T ANCHORLOGTONS ANCHORIACATONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.3762.376' FOR ALL HEADS: JROSOWSKI III NO CHANGES THIS SHEET. @8104X511TI NTS IAN 12 OF 21 PRODUCT REVISED plYYingg ilh the Fb4tla B Hjq C^U° NOA-No. 17-0420.0e OPT. AL OPT Al. _....._... NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. 8 HBOdI$Ip C3e1 Jamb 5 P-hook 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): Ck.YG1--1 u11 u�I`� 4.75" , +yl ju—'2.375" —��^1�y .y 1 L 21.6' MAX O.C. Fx7TalOa 2-TRACK FRAME — fi' MAX I PRODUCT JAMB WEEP NOTCHES R END @ 1"X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X.19D": (1) WEEP NOTCH EVERY 24- @ 1.375" X .60D' I Im JAMB I-- --�— 7.125" I H H H H 1 1 4-TRACK FRAME JAMB ANCHORS I I WEEP NOTCHES R END @ 1' X .SDI " I I (6) TRACK WEEP HOLES EVERY 24- @ 1.125-X.190:_ (1) WEEP NOTCH EVERY 24- @ 1.376-X .600' SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS C NO CHANGES THIS SHEET. 'A Xead/Sul C3+1 Jamb 5 P-hook 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS. THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. JAMB (10) TRACK WEEP HOLES EVERY 24' @ 1.125-X.190-; (1) WEEP NOTCH EVERY 24' @ 1,375" X.500' J ROSOWSKI MS IFI 130E 21 1611 MD-5570.D NOTCHES @`1"X.500" REVISED plyying with the Florida euiltling C tla NOA-Ro. 17-0420:08 eaPl,nnon only 04/14/2021 FAO % &T TE OF�. A. LVNN N¢LE0. PE. HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: :TERIOR 2TRACK90'0 0 RNEA n 'G'ANCHORLOCATIONS v (USE WHERE °0813 SPECPICD) 3-TPACK 00' CORNER 'G' ANCHORLOGTIONS (USE WHERE'CJ' IS SPECIFIED) /.TMCK90'CORNEfl �R "G"ANCHORIOR LOCATJONS JV4 (USE MERE'C3']$SPECIFED) BO° HBa61SIll 1 Jamb 1 6 P-hook nERIOR 2-TRACK 90-COMER V 'G'ANCHOk LOCATIONS V (USE MERE `CS' IS SPECIFIED) I —, =R )R 3-TPACK9G'CORNER FI 'CO- ANCHOR LOCATIONS V (USE MERE-CW IS SPECIFIED) I 2 TRACK SO -CORNER EMERIOR CTANCHOR LOCATIONS (WEWHE�RE"Ci'ISSPECIFIED) V R N R 1 I SdMC EMER.OR ANCHOR LO RLOCAVO (USE WHERE "CigIS�SPECIFIED) R N F R t 4'FRIO Lq On 4-TRACK 00'CORNER EXTn 'CC" ANCHOR LOCATIONS V (USE MERE 'CS" IS SPECIFIED) NOTES: ' 1)ALL DIMENSIONS SHOWNARE BASED ON MINIMUMALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK 7R�� J O0P'tP° DISTANCE IS 2.375" {(„ 2.37"' 2.375" 107 FOR ALL HEADS AND SILLS: I]jL�" 7 ` 4" I I bTRA *Lo0 ORNER EMENO 'C6'ANCHOR LOCATIONS (USE WHERE T5' IS SPECIREO) P P P 1 I STRACKOO'CORNER EXTERIOR .Or ANCHORLOCATIONS IS°I ° (USEWHERE-05-SPECIFIED) V TR TH�-Rr �R N 1 II II II Ilall 9 e0° HBodNUIl N Jamb I5 P-hhmk 1 7 PRODUCT REVISED 09 pl6 In0 M(b thin Florida NOA-No, 17-0420.06 E.W.U.n Datn 04/14/2021 J� `• rrla I� a SACS' :F<ORIDA.+ 3.22' E�ERIOR /",'ONALIE�;:6�` 9TRFCKCO'CORNER �j -CTANCHORLC AS (U6aMOMETWISSPECIHEV AAYNINMILLERPIL RE P.,R 613705 1VINYL SLIDING GLASS DOOR NOUN (LM) $ 10/05/15 �ANCHORLOCATIONSDm^JROSOWSKI Ixc NO CHANGES THIS SHEET. �9 04105/17 NTS 4I 14 OF 21 I941 MD-5570.0 HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: ancxon LocalwNs 135° 4 4" 4!- 4" p¢ o IL o IL Heed/6ill 1 FROR EMERIOR 322 4• 22;.RIOR 4. EMERIOR p.M1ppK 7 2-TRM1CN 135•COm1FA 2-1RACK13r COPNER 2.1R 135°cor ER ' 2-RUCKU5'CORNDL V .W-MCHORLMAHOx9 -W M(MRLO r0W VFMCHORI=ATIOM 'CWMW0Ri=AM S (mE`MIERE'(1YISSPEU9W) (USEWOiE'CVI55PEC1M0) (USENHER.'r(SSPECIFIEp) (U5EWHER9'Cr1SSPECIF1W) 4" 4 4 4• PRODUCT REVISED � 4" ,i,mplying wllM1 lM1e Florida 4" NOA-N..COOUtl 17-0420406 4' Faplmnon D.A.041M4/2021 IXTERIOR ILL EXTERIOR I]1GAC EMERIOR EMERIOR IIILLL... ��TI I��T 9 / V — 3.22" V 3.22" V mi.. 1TMLK 135•COWEt }TFACKIW(3014NER Y Mq 13V CORNER YTMCKIM MidER 'U'A ORLIXArcm-M-MOIORLOCAMNS-WARMORWCATIONS C ANMORUXAVOW (USEWHERE 'MSPECIFffO) (USEWHE TVIS SPECIFIED] VSEWHERE OSPECiro,u) (WEWNERE MSPECIRM) 4" 4" ,. 4. ` 141 LYN rr'r. `{T Na,58705 .P 4" 4" XTE 'AO 5 TEO EMEk:'[[[p� E—M�EryRyIO�R I �!-R1ybR EXTERIOR ERIM n 3.22" ataACK 13r COPl+ER ` 4MCKIWM10ER v aTMCMWCORNEA V FTRACI[135•comm 'r i1 ONAL.....�_`G``�: .,Xa CHORLMA`r]0M SE'W WxERE'CS'"HDRLOCATIOW TeANCHORI-MAMrIS 'W'MQfML(XAMM [F[I RASE WNERE'CT 195PEgFE01 IIISSPECIRm) (USEWHERE'CYISSPECFHW) (WEMWE' SSPMRW) Y ALMIMLLERP.E NOTES: ` I P.Ee5alo5 Fie MLESPERTANTOTHFFOLL0allour CelUEA 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. xFAOAxaoKLocnuoxs 5 VINYL SLIDING GLASS DOOR NOA(LM) 10105115 135° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONSE&JROSOWSKI MeeN3W 1 b 5 3I TRACK -To -TRACK EW2375- P4mkxroc. a N0 CHANGES THIS SHEET. A& 04/06/17 7 DISTANCE' IS 2.375" 2.375.ALLRIGIITSMEa D FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N. VENICE. FL 34275 QQ (941}480-1600 SGD-5670NTS 15OF21 3$ MD-5570.0 94 A CEPT.OFAVR .'ead SPLICE OanON 4' EXTERIORR v 3.22" 2-7RACKSPUCE TA -A ORLOGTbNS (USE YMERE'C314 SPECIFIED) SPLICE Loan 4.75' EXTERIOR 4' fl Y'RUCXSFLCE V •a-ANc1loRLOanONS (WEWHERET ISSPECIFIED) SPLIC I`IpI��L LOCATION 4" EXTERIOR 3.22" �j 2-TRACKSPI101 'CB•ANCHORLOCATIOIS (IAE WNEAE'C6' ISSPFCIFIEOI 4- SPLICE LOCATlory IG 4" EXTERIOR v1� I-TMG(60.10E 'EmERH-wmS ECIR (L6E WHEPE'CY I9 SPECIFlEO) 4v. SPLIC LOCATION 4". I EMERIOR TT WOR SPLICE V ANLOCATIONS (USE WIIFAE'WLS aPECIFlEDI HeadlL 1 amb 5 P4 ES 7 t 'i ila �LI PRODUCT REVISED EXTERIOR �• --3�2" a-TMCXSPLICE 'C"EfEDRWGTONS (USEWHERE'CS'IS SPECFEO) Y. E%TERIOR — r-3.22" S-TMCK SPLICEMCHORLOCATI •CA'AE.'CT IS SPECIF (USE WHEPE'CJ'IS 6PECIF®) EXTERIOR 4" MCHORIPDCE EMIER NOR LOCATIONS (U9E W}IEAEYd'195PECIFlEo) plylnp wIth lha FladdO 6OM.,`Otle NON -NO. 17-0420.06 EXplmilOD peleD 4' d•1 EXTERIOR 4. IXTERIOR •I '' sTPAGKSPIICE bTRACKSPUCE 'CO'ANCHOR LOCATIONS-WANCIKIRLOCATONS (USE WIIERE'CP IS SPECIFIED) (WE MORE -C6-IS SPECPED) HaaNsm C3 1 Jamb 5 RfiDK I 7 <-TRACKSPUCE •G1'ANCHORLOCAro"S (USE NMERE'CX IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 0. 3) TRACK-70-TRACK . DISTANCE 15 2.375" {L, 2.375" 2.376' FOR ALL HEADS AND SILLS: 11R[LL` 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. a 4' 4TRACKSPLICE CB'ANCHORLOCATIONS (WE MERE 'Ca' IS SPECIFIED) * ( n Na, 58705 .r p •. /y f� TS at s�O7VAL IENG" N' A LTNN MM1LER, P.E P.EA 50iQ5 SLIDING GLASS DOOR NOA (LM) I1I ANCHOR LOCATIONS F I]&I J ROSOWSKI IN N 0 CHAN G ES THIS SHEET. I&dI04/05/17I NTS IAI 16 OF 21 I$ 91 MD-5570.0 I PANELIS RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDESD• ASTRAGAL INSIDE eO• ASTMOAL GIHSIOE tas• M AGAI INSIDE W. INSIDE W. INTERLOCK OUT INTERLOCK IN STUB W/HANDLE Box OUT Box IN RECEIVER RECEVER RECEIVER RECOVERINTERIOR OR EXTERIORGIAIEO SINGLE INTERLOCKE F PP K L L TC TA TV TW OUT OVT IvoxoM RUTIM SINGLE SINGLE INTERLOCK 8 H P A C C SC SA SV SW LLJ IN 1aix61rt/ RVKPo a F- FIXED STILE RR R S (vuvM S IvwM FC FD FV FW J LOCKSTILE D I' U J _ W/HANDLE I w� w�wl ASTRAGAL LR TIU F LL BOXOU poxavB w ASTRAGAL T LLI J BOX IN Ao;1-L CT CS CF w RECEVER A5TMGAL AT AS DF LL RECEIVER - OOL16S ASTMGAL VT VS VF RECEVER IT. ART MAGAL WTI WS I WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 8 2, SHEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 00". A) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. N. PANEL SCREEN PANEL TYPES oOUSUS INTERLOCK (-r I-�T� L•--I^^^�^^I--•L ASTMGAL NUB E M LOCKSTILE J w I UDkUOCK JLOCKSTILE LJwww'I-.L ASTRAGAL SD SINGLE DOUBLE IMEALOCK ci INTERLOCK DOUBLE F �T A INTERLOCK LOCKSTILE UASTMOAL y�C-T] LOCKSTILE DWBIE P--L r1 61G DC L� INERLOCK Lam^^```^"-^ IMFRLOCK 17-0420.06 EKplrvtlan L� ..IIw nI GLASS DOOR NOA (LM) 6e705 411. JROSOWSKI =v 1 ( �— �STATE OpJ THIS SHEET. aM04/05/17 NTS 111 17 OF 21 IN 91 MD-5570.0 Jill I I A t 1� 5.875 -mot 610.635 •j +54p 126 .100 T 600 930 1.680 ��c9® - MME SCREW 1.812 �62rpf,200in'-f �� l 02 TRACK HEAOIJAMB © 4TRACK SILL O7 COVER (PVC) OANCHOR PLATE rkff=:�W-1f1:0O 5250 ^I 8.250�511A dQ��na .100 ; +81 Q 3 TRACK HEAD/JAMB ® 3 TRAGIC SILL lal� _i (-•---10.625 5.875-�1 off-} o.too 0 8-{ El � Aa� �, 3 O5 4 TRACK. HEADMAMB O2 2 TRACK SILL -yIIJJ1.6��70 IIII �-- 1.fi25 "o 2.833 2.368 Q LII- -.188 .110 F� i�l J1.43fif�4.062 1.000 .049 NF--.062 BOTTOM RAIL @ OUTER SILL Q SUPPORT COVER 540 fill �'-.540 j2913.0 �J-�F� .628 �062 �9'_`IHOF'"".C62 EXTENDED 19 KEPER KEEPER @9AR COVi 1.696 r- - 7.595 i-•- .309 2.69E J{ 8 8 3.483 it -,125 070 2.210 .300 .400 ! 8 2.025 .312 . ..:120 L+-.182 .120 182 2.297 .100 EXTENDED POCKET ANDTOP,BOTTAND STILEOM ©REWFO CEMENT, REINFORCEMENT , REINFORCEMENT �NTERLOCKADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT -3.452 .472 - 13209 125 2.176 070 .300 135° CORNER 135' CORNER ASTRAGAL PASSIVE MOUNT 4 I-�-.550 291 061 762 .3011 Q TRACKINSERT � 1.9 88 l.- INTERLOCK CAP, 10 EXTENDED POCKET 5,178 ,231 060 �j 1.613 -•'j 2000. .100� .080 v � 1.983 oeD 13 COVERACK QP.HOOK ADAPTOR 76 P-HOOK 094 .125 r I-.00 `2 .075 2.975 1+2.807 -^4� 1.406 320 EAMENT ® RREI FORCEMENT @ FIXED PANEL CLIP ®4 P ATE RCEMENT BAR 1-- 2.838 -1 .080 .07E 4.835 4.278 100 L illl .090 2.17E rI r.❑ U ® INTERIOR JAMB COVER -2.710 LJ� 1,875 1- PRODUCT REVISED o PIYInB with the FIorIJa INTERLOCK PANEL STILE, TOP Pm116.1 cede 37 3 ASTRAGAL ADD -ON 3 NOA-Ne. 47-0420.06 ADAPTER © AND BOTTOM RAIL I nerdenn�4 3.326 --- 3.345 a .OsO 3'713 .0A0 .046 1.500 3.247 3.34E F- 1.170 �'-.228 L 90' CORNER ®ASTRAGAL CAP, ASTRAGAL CAP, �ASTRAGAER OASTRAGAL CAP, EXTERIOR . INTERIOR EXTERIOR .065f iJ.2.67 .p62 --- .210.173- 1.2617.2L61 [20 �1.2j61il-i.-P81 ® BEAD SOUAREBE D BEVELED READ 82 BEVVELED BEAD ® OGEEB AD OGE NOTES: MmT L91A 1)SEE SHEET FOR SILL RISERS. 2)SEE SHEET 20 -lclOfi0 .919 FOR SCREEN PARTS. 90° CORNER Ai ASTRAGAL CAP, INTERIOR 3) ALL DIMENSIONS IN INCHES. 01 SLIDING GLASS DOOR NOA (LM) EXTRUSIONS NO CHANGES THIS SHEET. SGD-5570 NTS a 18 OF 21 No. 68705 {r J ROSOWSKI O `4 y I "Tv � '•. 4 L7d� �� 04lOSl17 %��`;FLORtOP. S e� � "ItoF MD-5570.0 I f 2) INSTALL CLIP HEADER BLOCK TO HEAD t) INSTALL INTO FRAME JAMB JAMB TO HEAD (4)CLIP ANCHO CLIP INTO ATTACHMENT ASSEMBLY PANEL &SUBSTRATE, HEADER TYPE AS USED o USING INSTALL ONE BLOCK AT e4 BLOCK LLL IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. O TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL TABLE 1 ONE BLOCI(THAT �(3)#10X SPANS BOTH PANELS. -I eo (3)118X LS"SMS � t'SMS O0❑ I o i � � i � o FIXED PANEL CLIP S SL xa PANEL INSTALL ONE CLIP AT THE z6 (2)1/4. MIDSPAN OF EACH FLXED X 2-1/4"SMS CLIP PANEL -TO -FRAME JAMB LOCATION. SMS -- ATTACH WITH #8 X 1-114" Q 34-1/2" MAX O.C. INTERLOCK m CLIP COVER \ INTERLOCK 21 REINF. PLATE BOTTOM RAIL 11 et 2102x' SUPPORT (SL I - SMS _ e � THROUGH UGH SUPPORT, ez INTO PANEL ea attB x INTERLOCK SILL RETAINER IA/2"SMS CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK u ASSEMBLY ALL PANEL CORNERS' WELDED, NO ASSEMBLY FASTENERS KEEPER U '_ (6)THRO NEEPEfl 0 3.6.0.O., sEE 6HEET is KEEPER TO JAMB ATTACHMENT LOCKING JAMB i PRODUYYCT99REVISED ❑0 BuilEing101 tlewllh NOFlorl4v AL NOA-Na. ° 17-0420.06 —� '�Yqp INTERIORULS APPLY TO 2,3 AND 4 TRACK EXTERIOR SHEETS 11 i6 FOR ANCHOR LOCA�ON 8 SP CING. REQUIREMENTS. s ```aONY LYNN�i 'C ............ TABLES 782 FOR REINFORCEMENT iIN0005 ANCHOR PLATE, ITEM 08, IS, REQUIRED AT ALL FRAME ANCHOR LOCATIONS. � Q; • ; VINYL SEIOING GLASS DOOR NOA (LM) 9 10/05115 No. 58705 :. * ACCESSORIES INSTALLATION 1m` J ROSOWSKI Q' =7J :,to- nsxro mn Fm v+husrmes, iRc. � CORRECTED#96 $tl 04/O6/17" RIO OP.'G�2�� ''SAL,EN``` 70 TECHNOLOGY DR ,� � �� J. VENIQE, FL 342]5 (941 }486-1600 ISGD-55765 NTS Tj 190E 21 N4 MD-5570.0 ¢Ae A A`oce;�Px' BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE STANDARD SCREEN DETAILS: A HORIZONTAL SECTION EXAMPLE -- """-"'--'---- - b Oy U1 y 1ro 111 o � 121 0 �ROO1n Mr&n@ � 11e HORIZONTAL SECTION EXAMPLE .876 r (-- 1.993 OBOXSfia CREEN TOP RAIL 1.020 -T-1 1.872' L 082 BOX Bb SCREEN INTERLOCK HORIZONTAL SECTION EXAMPLE .876 r- 1.020 1,093 ,.R1.062 LT082 BOX SCREEN t61BOXSCREEN BOTTOM RAIL10�S_ IDE RAIL 1.593 1.3731-�- -�e GI .056 1,8 3 Ir f --I 1+,372 L— tO�BOX SCREEN 105BOXSCREEN r OOXO , SNAP -ON ASTRAGAL BUG FLAP! I ADAPTER 1.306 1.3r'-' 050 7 987 I� -.y 1.487 5)- 1.51�0 100 ASTRAGAL N SCREEN 101 SIDLLADD-ON BOX SCREEN HEAD 10BAND JAMB ADD -ON ADAPTER VERTICAL SECTION EXAMPLE N. NO 081 1.202-1---y1 1.778 935 050 - ' - .045 t21 SCREEN In SCREEN OXO SIDE RAIL, ASTRAGAL LATCH ADAPTER PRODUCT REVISED 1.435 I-- -.725 as comp) In eh the Florida OmminO �eew NOA-No. 17-0420,0G 782 I expiration Data 04/14/2021 .040 .002 e Mlnm-Ox mdo. Coro INYL 1 FRAMSCREEN ADD ON I \\\\11 hlf NOTES:cexaN[],49P x• 1)ALL DIMENSIONS IN INCHES. : F '•,-(� * No.6S]05 - (DING GLASS DOOR NOA(LM) 1 10/OS/15 % .P - �. \ DETAILS %• J ROSOWSKI STA E OF IGES THIS SHEET. 4�04/05/17 NTB 20OF21 JE$j MO-5570.0 W§ A I A. LYNN Mlfl ryPE. PEA6BTI5