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HomeMy WebLinkAboutNOAoft MIMI DACE MIAMI-DADE COUNTY mmmw PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecormmv PGT Industries, Inc. SCANNED 1070 Technology Drive BY North Venice, FL 34275 St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved 'bed herein, and has been designed to comply with the Florida Building Code, including the I Velocity Hu icane Zone: DESCRIPTION: Se es "HI2-210" uminum Horizontal Rolling Window - N.I. APPROVAL DOC NT: D ng No. MD-HR210-02 titled "Aluminum Horizontal Roller Window", sheets 1 through 11 of 1 , ed 03/15/17, 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 t Mia de County Product Control Section. MISSILE IMPACT RAT : None. LABELING: Each unit shall ear a p anent label with the manufacturers name or logo, city, state, model/series, and following statem : "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. ADVERTLSEMENT: 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# 16-0629.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMFDADE COUNTY NOA No. 17-0411.05 •.., , ' Expiration Date: April 05, 2022 Zg I 1 ("�A 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. 11-1201.04) 2. Drawing No. MD-HR210-02 titled "Aluminum Horizontal Roller Window", sheets through 11 of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fined window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and -NL 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.16-0629.02) 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 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. II-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t6 Edition (2014) and FBC-6' Edition (2017), dated 01/31/17 and revised on 08/02/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M. Plasencia, P.E. Pr?duct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC-6th Edition (2017); dated 08/02/17, issued by manufacturer, signed and sealed by Anthony — Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03131/17, 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 underprevious NOA No. 16-0629.02) 4. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-120.1.04) G. OTHERS 1. Notice of Acceptance No. 16-0629.02, issued to PGT Industries, Inc. for their Series "HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/04/16 and expiring on 04/05/22. 'Ziorge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-2 TA• T3•Bucwond BUCKWDWW _B SHEETS ]&0 n- TG IOTH 71• BUCK HEIGHT SASH SASH ❑GiHT LIGHT I 67-Iff FIXED i VISIBLE LIGHT 3}g•10' ' 339I1C SASH FIXED MSIBLE LIGHT 'MSIBLE � LIGHT ALAYs C SHEETS 7&8 TIP- N REGUI T"- 3316' ®CORNERS SEE NOTE D. SHEET IO TYP. XO EL (OX SIMILAR) EIGHT Imo— 80'W SUCK BB' BUCK WIDTH B SHEETS 180 2G63M'i - --�- A FIXED ISIBLE' IGHT 63' TC-TP sr BUCK HEIGHT 6H VISIBLE ucrT / �/ 2B»16' 5B115` FIXED VISIBLE LIGHT E / / SASH MSIBLE L MGHT _ �. ALWAYS SMNC7EA, B REQUIRED SHEET IO 3' QCORNERS SEE NOTES B & C, SHEET 10 TYP. XOX (1/3-1/3-1/3) ELEVATION .I SHEETS ]&B WP HE I� h- 1z11VBUCKWDM llaeucKwtoTH B SNEET9 T8a _ — --. ---- 03' / / - ------ - IGHTP SASH MSIBLE Fl%EO MSIBLE - eR• uGHr LIGHT El RSASH SASH MSIBLE MSIBLEUGIfT MSIBLE LIGHT L LIGHT ALWAYS SEE NOTEA L-01 7 REQUIRE SHEETIO SHEET IO -� r~ 3 ®CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION _I SHEETS ]&0 GENERAL NOTES: SERIES 210 NON -IMPACT RESISTANT HORIZONTAL ROLLER I FLoRz BUILDING COOS (Pecj, STH EDITDN 1)THIS PRODUCTHAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INGLVOMGIHEHIGH VELOCITY HURRICANE ZONE (LIMB). •ABTM E13000A 2) SHUTTERS ME REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS • ANSVAF&PANDS2015 FOR WOOD CONsMUGTIOH 3) MR MPSONRYAPPUCATIONS IN MUAMI-DADE COUNTY, USE ONLY LBAMI-DADECOUNTYMPROVED MASONRYANGHORS.MATERIALS USED Fpi MCHOR EVPL1111N, WERE SOUTHERN PINE, AST, •ALUMINUM DESIGN MANUAL ADM4DIS ; C90 CONCRETEMPSONRY UNITS AND CONCRETE WITHMIN. KB PERMCHORTYPE. •AISI SIDG12 Il ALL WOOD BUCKS LI EBMAN 1-1Q' THICK ME TO BE CONSIDERED 1X INSTALUTIONS. IX WOODBULKSARE OPTIONAL IF UNIT IS INSTALLED BIRECTLYTO SUBSTRATE. WOOD BUCKS •AISC 360.10 DEPICTED AS 2XARE 1-1W THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYMANSPER LOADSTO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF TIE ENGINEER,(EOR) ORMCHIIECT OF RECORD, (ACR), GENEMLNOTES_._.-............. S)MSASE MATERIAL EMBEDMENT TO SAMATERIAL. SHALL INS BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OFSUFFICIENTLFMlTHTO ACHIEVIRREQUIREMBEDMENT. INSTALLATION MW. EMBEDMEINSTALLATION ELENATONS... _..... _..__.....__i ANCHORS SHOULD BE SEALED. OVERALL GSAUNWLASHING STRATEGY FORWATER RESISTANCE OF INSTALLATION SHALL M DMEBY OTHERS AND IS BEYOND WESCOPE OFTHEM INSTRUCTIONS. MSIGNPRESGURES,XOA)X_.....2 8)11B'MAXSHIRESAREREQUIREDATEACHANCHOR LOCATIONWHERE TfEPRODUCTIS NOT FLUSH TOME SUBSTRATE USE SHIM&C ABLE OFT:IMSFERRING AANIE U,p & DESIGN PFUMS RES,XQX.__.._9 7) DESIGN PRESSURES: ANCHOR QUANTTIES. XO/OX_. . A DESIGN.ASO. 0) TIE ANCHORAGE METHODS SHOWN HAVE BEI USED IN THE DESIGN OF THIS PRODUCT. THE 1.5 MATERIALS SHALL MEET ME REQUIREMENTS OF 91 METAL SUBSTRATE TO MEET MR. STRENGTH, & CYCLE TESTING AND GLASS PER ASTM E13M. AND TO TICK. STD MR —...7 TION.HDMR........... ...... 8 COMPONENTS - ..... .... _ 9 ..,....._.._____..___..__-..._..._..._._-_.._.._..--_. _�.._..��...�.. 1_J.v° wnac�in-wI............._ nIac�mi-w Ivm.........._n 1RJ TIE 210 GENIES HpRIiOMAL ROLLER WINDOW WM FORMERLY KNOWN ASTHE 201 SERIES. DESIGNPREMURERATWG IMPACTRATING PRODUCT REVISED VARIES, NOT RATEDFOR ee Y4 complYin IB MAD Feed. BEE SHEETS 283 IMPACT RESRTMCE Buildl., e x=me, 17-0411.05 USER INSTRUCTIONS: V q Rnd.ed By; ome: R.d.mn: Bel bate 04/05)2022 ASETERMINETHE SITE SPECIFlC.WWOOW OPEMNO'S DESIGN PRESSURE REQUIREMENT USING WINOLOAD STANDARD `�`aN ONYENy��:, 2) KNOWING YOUR WINDOW CONFIGURATION(OX. XO, XOX), SOBS, GLASS TYPES (FROM TABLES 2 OR G) AND MEETING •• \ PeNaed By: paN Ih.:npm Miam tlutt Gon4o R,LTYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE RE¢UIREMEMFORTIE W WOOW OPENMG USING TABLES 30R/.MMUSTEQUALOREMEDTHEDEWGNPRESSUREREQUIREMEWFORTHERNMWOPENINGOnMMDIN -#: ]la-&6]05 *- STEP 1. _ - p.auiPlbn riven B3- 3) DETERMINE ME MOST SUITABLE ANCHOR GROUP FROM TABLE 20 ACCORDING TO THE INSTALLATION CONDITIONS. ' 4)CETERMNNE ME ANCHOR OUANim FROM TABLES 6-16. VERIFYTHAT THEANGHaR5UMHATE WLLMEET L Z'.1.7 GENERAL NOTES & ELEVATION JROSOWSKI REQUIREMENTS FORYOUR OPENINGS CONDITION FROM TABLE 20. AM MATALLMN. REQUIREMENTS FROM THIS :0,1L, TE :2 ��� 1070 TECHNOLOGY DRIVE _ SHEEP SETMEMET. MPS •.'F......XBR'+•G�C��� (B+1) 6 N. i6D0 ]E ALUMINUM HORIZONTAL'ROLLER WINDOW 3/15/17 S) INSTALL AS PER SHEETS T ORS. �z. YONAL EN1`` �E�n B K saNw/wem xo-c s1�E DCWn2 Ne ANr ALrWd19&LLk1, P.E. HR-210 NTS 1 OF 11 MD-HR210-02 PRO 88]05 CERI'. OPAUTH.&262PB TABLE 1: Maximum Design Pressures (psQ XO & OX Tp-to-Tip Tip -to -Tip w/ Standard Meeting Rail w/ HeaW-cuty Meeting Hall Width Haight Glass 1 Glass 2 Glass 3 Glass 4 & 5 Glass 1 Glass 2 Glass 3 Glass 4 & 5 28.112" 383/8" 55.d-90.0 + +55.d-73.5 +55.01.67.5 +55.d-66.0 +55,01-63.7 +55,01-59.2 +55.0/56.3 +55.0/-90.0 +55.01-90.0 +56.01-90.0 +55.01-90.0 +65.0/-90.0 +55.01-B9.2 +65.0/-79.7 +55.d-9D.0 +55.01-80.0 +55.01-90.0 +55.d-90.0 +55.0/-W.0 +55.01-90.0 +55.01-79.7 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 a65.0/-90.0 +55,01-90.0 +55.01-90.0 +55.01-79.7 +56.0/50.0 +55.d-73.5 +55.0/57.5 +55.d58.0 +55.01.63.7 +56.0/-59,2 +56.01.56.3 +65.d-90.D +55.01.90.0 +55.d-90.0 +55.0l-90.0 +55.01-90.0 +55.0/ 9.2 +55.0/-79.7 +55.0l50.0 +55.0150.0 a55.0/-90.0 +55.d-90.0 +55.01-91D.0 +55.01-90.0 +55.0t-79.7 +55.d-90.0 +55.0/.W.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01- 00.0 +55.01d9.7 37' 46' 49 634/8" 61" fib' 74' +51.1/51.1 +55.01.63.6 +55.0/53.5 +55.01-63.5 +51.1/-51.1 +65.01-63.5 +55.0/A3.5 +55.0/-63.5 26-1/2' +55.0/30.0 +55.d-61.2 465.01-90.0 +55.01-90.0 +55.01-90.0 +55.0-90.0 +55.01-90.0 +55.01-90.0 +55.0130.0 +55.d51.2 +55.01-90.0 +55.01.90.0 +55.01-90.0 1 +55.01-90.0 +65.0/-90.0 +55.01-900 37' 45• +53.7/53.7 +55.0/-80.0 +65.01-90.0 +560/-90.0 a53.7153.7 +55.0190.0 +55. -90.0 +55.d-90.0 49' 551/6" 44° +53.V53.1 +52.4/-52.4 +55.01-85.1 +55.01-81.0 +55.01-85.1 +55.01-01.0 +55,01-90.0 +55.01-90.0 453.1/53.1 +52.4/-52.4 +55.01.88.9 +55.d-85.0 +55.d-90.0 +55.01-90.0 +755.d-90.0 +55.01.90.0 61' +50.41-50.4 +55.0/-75.1 +5501-75.1 +55.01-90.0 +50.41-50.4 +55.01-79.3 +55.dJ0.D +55.0/.90.0 66' +48.5/-4B.5 +44.2/442 +55.01-72.5 +55.0/-63.5 +55.d-72.6 +55"-63.5 +55.01-79.7 +55.0153.5 +48.5/-08,5 +44.21.44.2 +55,01-77.1 +550-63.5 +55.01-79.7 +55.0153.5 +55.01-79.7 +55.0153.5 74° 26-1/T +55.01-86.9 +55.0/46.0 +44.6/-44.6 +55.01-90.0 +65.0/37.2 +65.01.75.0 +55.0/-90.0 +55.0/57.2 +55.01-75.0 +55.0/-90.0 +55.01-90.0 +5&0/-90.0 +55.0146.9 +S6d56.0 +44,6'-44,6 +55.0/50.0 +55.01-90.0 +55.01-89.2 +55.0/-90.0 +55.01-90.D +55.01-80.3 - +55.0190.0 +55.0/.90.0 +55.0/40.0 37° 45" 49' 53-1/6° 565/8• +43.6/43.6 +43.5/-03.5 +55.01-70.5 +55.0/-56.7 +55.01-70.5 +55.d58.7 +55.d5&1 +55.0/37.4 +43.61-03.6 +43.5'-03.6 +55.01.79.9 +55.d-73.8 +55.0/-78.5 +SS.d-78.3 +55.01-90.0 +55.d-93,0 81' +42.8/-42.8 +55.0/51.1 +55,d-61.1 +55.01-76.4 +42.8142.8 +55.0/.67.2 +55,d-77.0 +55.d-82.9 66' +41.6/-01.6 +38.9138.9 +55.01-58.6 +55.0/55.3 +56.01-58.5 +55.0155.3 +65.01-73.1 +55.0/53.5 +41.61.41.6 +38.9/-38,9 +6 5.01-65255 +55.0/52.0 +.0/ -74.9 +55.0/33.5 ,0/ +55-78.3 +55.01-63.5 74• 26-1/2 +55.0157.9 +49.7/-49.7 +55.0/-90.0 +55.0/57.2 +55.d-90.0 +56.01-67.2 +55.0/-90.0 +55.d-84,0 +55.0667.9 +49.71.49.7 +560/-90.0 +55.01-90.0 +55.01-90.0 +65.0/59.5 +55.01S3.0 +55.01.90.0 37• 45" +35.5135.6 +65.0/.57.1 +55.01-57.1 +55.01-71.4 +35,5135.5 +55.0/-77.2 +55.0/53,9 +55.01-77.4 63• +32.3/323 +63.41-53,4 +63.41.63.4 +65.d-66.7 +32.31-32.3 + +55.0158.1 +65.01-72.3 5&118' +31.2131.2 +50.2150.2 +50.2/50.2 +55.0/-62,7 +31.2/31. +55.0/59.4 + 5.d56.2 +55.0158.0 61° +31.6/31.8 1 +45.4145.4 +45.4145.4 -55.01S6.7 +31.8131. +51.d51.0 5.d57.2 +55.d-61.5 66' +32.d32.0 +43.d-03.0 +43.01.0.0 +53.8/53.8 +32.0/32.0 +5501-57.6 +55.0f-53.3 74" +W.d30.0 14413.040.0 440.01-00.0 +50.0150.0 +30,0/.30.0 +47.91-07.9 +54,11-54.1 +54.21-M 26-11Z +55.01-90.0 +55.01-90.0 +55.01-90.0 37' - - - - +55.01-77.9 +55.d-77.9 +55.01-78.1 45' - +65.d-65.8 +55.0157.1 +55.d-66.0 41r 72° - - - +65.0/51.3 +50.61-50.6 +55.d51.5 59-1/8" - - 9.01- 44.0 +468146.8 +55.01.57.4 61" - - +aa.d-04.0 +48.4"N +SLB!-51.8 66' - - - - +41.21-01.2 +47.d-07,0 +48.9l-08.9 74' +39.8/39.8 +g5.d-05.0 +45.1/ 45.1 it TAP, ET Glass Types Glass 1 1/e" Annealed Iff Tempered Glass 2 16 Anneeletl Annexed Glass UN- Annealed -VV Airapece-1/8"Annealed 3116' Annealed - 311V Ahepace-11W Annealed Glas54 Win Temptsetl IIV Tempeed Glass 5 1/8" Tempered-1/4' Almpme - i/e" Tempeed 3116' Temperetl - 3115' Aimpae-1/B" Tempered NOTES: 1) USE THIS TABLE FOR ALL XONX WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS BHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NEx1'AVAILA8LE WIDD1 OR HEIGHT DBAENSION SHOWN ON➢1ETABLE. 3) DESIGN PRESSURES MAY BE INTERPIXATHT BETWEEN 6¢ 1. + sr/- s 9a y CONFIG UR4TIO.NS APPLIOASLE TG THIS SHEET: a a. X0 Ox PRODUCTREVISED BullmnglDotlewltM1 the Florida Noo-No. 17.0411.05 Eeptraeen Oeto 04/05/2022 ey MIAm-0 Product Contro s' n Y of a y a d �I a tY N _ o z m a z UUm w ap oLd n O S J o Z V 0 x0 � K � N z 8 5 = N0 W Z z 0 Maximum Design Pressures (psf) XOX, 113 -1/3-1/3Configuration Tip -to -MID Width Tp-tu-Tip Height w/ Standard Meatng Rao I w/ Heavy-duty Meeting Rail Glass 2 Glass 3 1 Glass 4 & 5 Glass 2 1 Glass 3 Glass 4 & 5 49' 53-1/8' 383/e' +55.0/-90.0 * .0/-90.0 +55. -90.0 + 90.0 + ,0/40.0 +55.0190.0 +55.0/-90.0 +65.0/90.0 +55.01-81.0 +55.01-75.6 +55.0/-90.0 +55.01-90.0 +55.0/•81.0 +55.01-75.6 +55.0/-900 +55.0/-90.0 +55.0/-s0.0 +55.0/-88.2 +55.0/90.0 +550I-90.0 +55.O1•90.0 +55.01-90.0 +ss.o/-so.D +55.0f-90.0 +55.01-90.0 +55.0/-90.0 +56,0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0190.0 61° 74' 65, 90' +55.01-73.8 +55.01-73.8 +55,0/66.1 +55.0190.0 +65.0190.0 +55.0/90.0 49' 53-119, 44, +55.N-9D.0 +55.0164.7 +55.0/40.0 +65.N64.7 +55.0'-90.0 +55.0/-90.0 +55.0190.0 +55.01.90.0 +55.0/-90.0 +55.0/90.0 +55.01-90.0 +55.01-90.0 61, +55.01.78.3 +55.0/66.8 +55.0/61.5 +55.0/59.6 +55.0/-76.3 +55.01.66.8 +55,p/61.5 +55.0/59.6 *55.0/69.0 +55.01-77.9 +55.0/•71.7 +55,0169.6 +55.0/90.0 +55.0/68,9 +55.0/91.8 +55.01-79.5 +55.0/90.0 ♦55.0/69.0 +55.0/62.0 +55A/-79.5 +55.01.90.0 +55.OI-90.0 +55.0/90.0 *55.0/-90.0 74' 85' 90' AS- 53-1/8' 60-148, +55.0/-76.3 +55.01-71.4 +65.0/-76.3 +55.0/-71.4 +56.0/-89.1 +55.01.03.2 +55.0/40,0 +55.0190.D +56.0/-90.0 +55.01-90.0 .55.01-90.0 +55.0/90.0 81° +55 V63.9 +55.W55.3 +50.4/50.4 +48.61-08.6 +65.0163.9 +55.0/55.3 +50.4/50.4 +46.6/-08.6 +55.01-74.5 +55.0/64.5 +55.0/68.8 +55,0156.7 +55.0/65.1 +55.01-73.7 +55.0/57.2 +55.G/64.8 +55.0/65.1 +55.0f-73.7 +55.0167.2 +55.0164.8 +55.01-90.0 465.0 990.0 +55.01-86.9 +55O/4i3.9 74" 85- 90, 48' 53-1/8' 63' +55.01.59.2 +55.0/59.2 +55.0/69.i +55.01-78.9 +55,01-78.9 +55.01-90.0 +56.0/55.1 +55.01-55.1 1 +55.0164.3 +55.0/-73.5 +55.01-73.5 +55.0l-90.0 61, +49.01-49.0 +41.9l-01.9 +49.01-49.0 M1 9/-01.9 +55.0/57.1 +48.81-08.8 +55.01.65.3 +55.0/-55.8 +55+0165+3 +55.0155.8 +55.0/64.5 +55.01-72.2 74- 85° +37.7/-37.7 +37.7137,7 +q4,0/-04.0 +50.3/•50.3 +50.3/-50.3 +65. 1-65.0 90' +36.2/36.2 +36,&3152 1 +42.P-42.2 +48.2/-08.2 +48,2/-08.2 +55.01-62.4 Glass Types Glass 2 3116'Annealed 1/4'Amoaled Glass 3 118' Annaaad-114' A6spaca- Ve' Annael d 3/16' Annealed- 3/16' Ailspam - IV Annealed Glass 311V Tempered 1/4' Tempered Glass 5 1/8' TeRlpemd-1te Airspace -1!e' Tempered 3/16' Tempered -3116' Airspace-11W Tempered Maximum Design Pressures (psf) XOX, 1/4-112-1/4 Configuration Tip-to-Tp Width Tp4D-Tip Height w/ Standard Meeting Rail w/ Heav/-duty Meeting Ralf Glass 2 Glass 3 Glass 4 8 5 Glass 2 Gies 3 Glass 4& 5 53-1/8" +55095-0 +65.0 90.0 + ,0 -90.0 +55A/90.0 +55.0/90.0 +550 90.0 74' +55.01-80.4 -55.0/60.4 +55.01-90.0 +55.0/93.1 +55.01-90.0 +55.0/-90.0 85'+550-74.7 +55.0/-77.2 +55.01-90.0 +55.0/-74.7 +55.0/61.9 +55.0/-90.0 97' +55.0/-65.3 +55.0/-72.5 +55,01-87.0 +55.0/65.3 +55.0/-72.5 +55,OTGO.0 109' +55.(/55.7 +993/-64.6 +55.0/-84.7 +65.0156.7 +55.01.64.8 +55,0190.0 120• +49.7149.7 +55.13/67.6 +55.0/-83.2 +49.7/49.7 +65.0/57,6 +55.0/-90.0 53-1/8" 44, +55.0/-79.5 +55.01-79.5 +55.01-90.0 +550/95.0 +55.0/-90.0 +65.01-90.0 +550/4.955..0-64.950/-75.8+55.0/72.8 55.01/-79. 55.0/-74' as' +55.0161.2 +55.01-61.2 455.01.71.4 +55.0/67.2 +55.0- 00 +55,0/-9900. R-.0158.8 +550/58.8 +55,0/-68.6 +55.0-60.0 +ST01-63.7 +55.01-90..0 1' +53.4/59.4 +55.O/55.8 +55.0/66.5 +53.4f59A +55.0f55.e +55.0l-90.0 120" +47.91-47.9 +151.1151.1 +55.0165.0 +47.91-47.9 +51.11-51.1 +55,0/-90.0 63-1/6" W.Va.+49.1/-09.1 +55.01-66.4 +55.0/-66.4 +55,01-77,5 +55.0/-73B +65.0/-78.3 +55.0/-90.0 74' +52.91-52.9 +52.91-52.9 +65,0/61.8 +55.0/620 +55.0/-70.0 +55.0/90.0 85' +49.1/-09.1 +55.01-57.3 +55.01-58.9 455.0/-62.6 +55.01-84.6 97' +46.3146.3 +46.3146.3 +54.11-54.1 +53.71-53.7 454.7/64.7 +55.01-79.9 109" +44.7/-04.7 +44.7 444.7 +62.2162.2 +48.4/48.4 +4B.2146.2 +55.01-77.1 120" +43.81-03.6 +43.6/-43.6 +50,9/-50.9 +44,31.94.3 +44.11-44.1 +65.0/-75.2 53-1/8' G3' +60,8.1-50.6 +50.8/50.8 +65.01-59.2 +55.01-59.4 +55.0/S6.2 +55.0/67.5 74' +39,3139.3 +39.3/39.3 +45.9/-05.9 +g7.91-07.9 +52.5/52.6 +55.01 7.8 85' +35.B135.8 +35.8f35.e +q1,e/-01.8 +46.8148.8 +47.8/-07.8 +55.0/61.8 97- +33.1133.1 +33.1/33.1 +38.7/3B.7 +43.91-43.8 +44.W 44.2 +85.0/57.1 109" +3!Z31.2 +31.2f31.2 1 +36.41.35.4 +40.5140.5 +39.6139.6 +63.5153.8 120" +30.0130.0 +W.0/30.0 +35.0/35.0 +37.81-87.5 +35.8138.6 +51.71-51.7 NOTES: 1) USE THIS TABLE FOR ALL XOX WINOOWSPER THE ELEVATIONS ON SHEET 1.01MENSIONS SHOANARETIP-TO-TIP. 21 FORSIZESNOTSHOWN, ROUND UPTI EXTTHE NAVAIIABLE WIDTH OR HEIGHTOIMENSION SHOWN ON THE TABLE 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEENSIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: XOX O1 Its.Rn XOXfWV2,114) _ PRODUCT REVISED as complYinB witH Na Fl.dtla auiltlin9 i.e. NOA-Na. 17-0417.05 Eap"uon Oat. 04105/2022 ey Mlam .Pr.Eud Conan I 1 Jamb Anchor Ouanfd.%, XO & OX TaTP TaTp .ImMean FEE I W ficE -ft, Made, Ran 1d1ga 6 1�Hert 41 a II 11Y'4 3r 30�I6' 1 3 1 ] I 3 1 3 1 3 3 3 3 3 1 3 3 1 3 1 3 3 3 49 3 3 9 3 3 3 3 3 3 9 ] 3 3 3 3 3 3 3 3 3 3 3 3 or Gar 1. 4 3 3 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ] 3 3 3 ]mill 3Y 4f 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4s' 49' 5'4118' 4 3 a 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 61° 1. 74' 4 4 3 3 4 4 3 3 4 3 L. 3 4 3 3 3 3 3 3 3 3 3 3 'A-t2 3r Ste, 4 4 4 4 4 a 4 d 4 / 4 4 4 4 4 4 45' 49' 5}1I6° 4 4 4 4 4 4 4 4 5 4 4 4 5 4 1 4 5 4 4 4 5 . . 4 P 1. v 5 4 4 4 5 4 4 4 5 4 4 4 5 4 1 4 4 4 4 4 26-1ir W. 4 4 4 4 4 4 4 4 5 4 4 4 5 4 4 4 1. 5 1 4 4 5 4 4 4 5 4 4 4 5 4 Lrf m' 5 4 4 4 d 4 d 5 4 4 4 s 4 4 1 i4• 5 4 4 4 s 4 4 0 5 4 4 4 261n•• 9 a 4 4 a 1 4 1 4 Head & Sill AncharCluster Ouantities, XO & OX TIp1bTP WI¢h Tot.¶P Hcloht Mat-W-V hfe gRai M tkaW4,I11 MeN, Ree ¢ E 4 �m m 4 am U �' 4 �m o g dP0 a pp am mt e 9 aO 333'0° Q Q Q a C2 Q U t2 Q Q C4 Q G Q Q Q Cd a G Q Q Q G Q J G GQ Q Q Q Q „ Q Qa a QQ G Q Q Q G Q G G Q Q G CI U G Q Q G CI Q C2 GGQU C/C4aa C4 C4 Q a G cE c M G G a Q G G Q a G Q Q Q. G Q Q a G Q C] M C4 C2 C2 C2Q a C4 04 Q C2U qI G Q Q CA C4 Q L2G Q Q C4 G4 C2GQ Q C4 G Q C2 G G Q Q C4 U Q C2G G Q a G4 C4 Q 1 G Q Q C4 CI Q C2 ffi12" m' G G Q Q C4 C4 C2 a u C4 a Q Le G Q Q 15' G G Q (2 G C4 Q a G G Q a G a 51111' " CA G Q a G Q a G C4 Q Q G C4 Q Q Bfi° G C4 G G cm- Q Q c4 c4 Q Q iP TC G G Q Q 'CLUSTER°ANCHOR °HEAL 6 SILL' QU'HEAD a SILL• ANTITY, SEETPBLE i ANCHOR CUANQTY ANCHORUUANTIIY i39ASH, EEE TAk1LEp�- + �(g Fl%EO LITE, BEETq&E6 yAMB ' I IT'MAX.O.GFOR ANCHOR QU=j WINOOWSUP'rom SEETASLE9 TAL4 20'MAY O.C. FORMUcYASO R63' i r--- -- �r-- - 7) r--------- LIT 6' MAX. 7' ________J __ _ __J L________J 8'MA%. --�{ OMEETIN MGENIER OF MEETING RAIL 4'MIK ANCHORAGE FOR XOIOX CONFIGURATIONS SEE TABLE 20. SHEET 11 FOR ANCHOR GROUP DESCRIPTIONS. 7 ® ' �0000 o0000000 0 m 00000lluoo ©000©000 ©©oo©000 ©©=o.. o ® ©© o©l o ©©OO©©OD m o0000pMl o00000 00 � o0000000 ©000©000 ©000©000 Iv INNIM ©000©©oo ©©ol u©000 ©©oo©000 m 0000000® o0000000 � now o0000000 ©000©000 ,. ©000©000 ©000©©oo m m ' 00000000 o0000000 � m o0000000 o0000000 o000000® now ©000©000 ©000©000 m aeee0000 eeee0000 � m eeae0000 eeaa0000 eaaa000® o eeae0000 aeea©000 ® eeaa©©oo PRODUCT REVISED —comp C.E. With the PI.0d. NOA-Ra. 17-0411.05 E.Iirati.n D.E. 04/05/2022 py mmm eae vr.aum eon .I 2° TABt r- TAO I. 0®0000000ro o0000000 �� o0000000 ©000©000 a a ©©oo©©oo ©©oo©©oo ®00000000 00000�oo ® 3u0000000 0000©000 ©000©000 �®00000000 O0000000 OOOOOoOO f� Iltu�oo©oleo 0000©©oo ©000©©OO �®00000000 �,i o0000000 � o0000000 o0000000 0000©000 0000©000 Jamb Anchor OuanhSes, XOX, 113 .113 - V3 Tp10-Tp llpto-iq d sh}tM NMp6ina'�MI ojll Wherry ty Motor,49 d 4 Z O d 0 11,41 1 0 PO a G 49" 5111B• 3 W 3 3 3 3 3 3 3 ] 3 ] 3 3 3 9 9 51• A• 3 3 9 3 3 ] 3 3 3 3 3 3 3 3 33 w w 3 3 3 3 4 3 3 3 3 3 3 3 4 3 3 3 44 5 11e• 06. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 W 740 / S 3 3 4 3 3 3 3 3 3 3 4 3 J ] 65• w 3 3 3 3 4 a 1 3 3 3 3 3 3 4 413 3 43• 53-f16• 5-3. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 61• )4• 4 4 4 4 4 4 4 4 4 4 4 9 5 4 4 4 e5• w 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 4V 5}1/fi• Br 4 4 4 4 4 4 4 4 4 0 4 4 5 4 4 4 e1• 74' 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 1. 1. 4 a 4 4 5 4 4 4 4 l 4 4 6 4 4 4 Hood & Sill Anchor Cluster Ouantitks, XOX, 113-113 -113 llp4a-1p N44N tINo-TF ltlpN nl stelMar4 Meetlw Rgy 1 Ay a aa .1b a ggM1*5v,,I gMgee$nn9qq%a IT 6 6. Q Q Q Q ¢ I ¢ Q Q ¢ Q ¢ Q ¢ Q Q ¢ ar al. G C2 Q ¢ u Q C2¢ ]4• 35• G G Q Q ¢ ¢ Q ¢ G Of Or Lt Q ¢ Q ¢ G C2 Q Q G G ¢ Q 450 45• fi wG CR C2 Q G ¢ Q G Q Q m tl G Q C2 Q Q 61• 6V ]P G C2 tl tl G Q C2 ¢ I C2 ¢ tl G G C2 Q 65' W C4—LCZ Q ¢ CAG Q Q C4 M ¢ Q G G tl ¢ 4s• 61. - G Q ¢ ¢ G Q tl u C2 ¢ u G M Q ¢ 01• 11 14• C4 C2 M ¢ G G ¢ ¢ c4 Q tl Q u G Q ¢ 65• G ¢ ¢ Q G G ¢ ¢ C2 ¢ aY ssua• u Q I Q Q G u C2 ¢ G ¢ ¢ tl G G ¢ ¢ 24' G Q Q Q G G Q Q 6T ar G C2 ¢ ¢ C4 G Q Q u ¢ ¢ ¢ G G Q ¢ 11®®00000000 o0000000 Uzi oov00000 o0000000 0111M11111111 ©©oo©000 ©©00©©00 ©o0000000 f�0000000 1 ® o0000000 o3u000000 11111111011111111 a ©000©000 ©OOO©©oO E� 000�0000 o0000000 1 o0000000 o0000000 0000©000 OOOO©©DO o0000000 000000�o ® 000�u0000 Oo000000 m o0000000 0000©000 LLUSFER"ANCHOR •HFAD631LC OUANTitt, SEE TABLEfe •HEAD 651LL• ANCHOR UUMInW ANCHOR WANTITY @s0.5H. sEETAmE9A C f4$FI%ED IIIE. sEETABI£11 ---- ---------- r. _L fr MA% OC. I_ 6,_ 3• MAX FROM LEN1Eft OF MEETNG RAR 4'f41N. ANCHORAGE FOR XOX (113-1/3-1/3) CONFIGURATIONS 77) r r--- �L--- J I I I I I 1 I I I a a -- f r---� PRODUCT REVISED OfYinB Mltll flea Florltla Da Ga4e NOA41A-Ho. 17-0411.05 EaFlmaoa Da1�4/05/2022 Y ® 0 0 0 O 0 p � O w 5 IT Z LL W UUm o a� cZ� ~a m s auR ; n 1 Y J e oZm 0 % u ¢ X O N r Z N W IN'VS O � f Z 7 a z 0 o D j Z = y: Na Ss]05 = sT TE F :' I, (�J D TABLE 13 Imm im®00000000 11111110111111 Opp NEEM111111011111 � 0 ©000©olio Emim MENN ©©oo©©oo ©©vo©©oo ® o0000000 o0000000 � o000 000 0000©000 m ©000©©oo ©000©©too � o0000000 oov00000 � 000®0000 00000��00 � 0000©000 0000©©oo MEN � 0000�000 o0000000 � o0000000 o0000000 OEM 000000rao o0000000 TARIF IS Jemb Anchor (Qullml s,XOX,1/4-12-1/4 Tro4o-TIP WWN Bp49-np kgM WpgStaIded MeeUn, Rails W HHeay dututy MMMe gn, oil b U, t7 � 15 O O Z l9 IS T4 3B31B' 3 3 s a ] a 3 ] 9 3 3 3 3 3 3 N 9 3333 3$44 3 3 a 3 3 3 3 9 J 3 3 3 a 3 4 a ] 3 5111A T/' H ] 9 3 3 3 a 9 8 3 3 3 3 HS' BT 3 3 4 3 3 3 3 $ 4 3 3 3 1a W 3 3 4 J 3 3 3 3 4 4 3 3 51110" ]4" 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 WIT 1A 4 4 4 d 4 d { 4 4 4 4 0 4 4 4 4 wir 03" 4 4 { 4 4 4 4 4 4 4 1 4 1 4 4 4 m BT' 4 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4 loll Ix 4. 4 4 4 { 4 4 4 4 4 4 4 4 4 4 4 TA91 F 11' Head & SIN Anchor Cluemr Quantities, %OX, 1/4.12 - V4 Trylc-Tip WION Tiptane HeBnt WS,enda,d MaMIn9Rell wl HBBW,,uy Me4ing Fall I, < ea mpp $2 h p44 E a eg e4 y4 �p3 e4 WIS. T4" 38yB' Q I C2 G Q R R C4 Q Q C2 9T" LAQ Q C2 G Q Q C2 G Q Q C2 G Q C2 CR wr 120" G Q Q ¢ G G Q C2 (AI CZ I R I Q G G Q Q 53tIB' T4" G Q ¢ R G Q Q R G Q Q 1 02 G G Q C2 9i• Q Q Q G G Q Cf G Q ¢ C2 G G CL C2 ,09' 120' G Q R C2 G G Q C2 U Q Q Q G G Q C2 51VB' TP 50Sa" G Q Q Q -G G Q Q CA Q Q C2 G IN Q C2 a5' 9T" G Q Q C2 G G R C2 G Q Q C2 CA G Q C3 1 12W N Q Q 02 G G ¢ C2 G Q Q Q 01 G Q Q 511A1" 74" 63, G Q Q Q G G Q C2 G Q Q Q G G C2 C2 SS' orG G Q Q C2 G G Q R Q R Q G G Q R 12T 20' tt G Q Im Cf G u Q CZ IN Q Q Q G u ¢ Q Heed S SRI @ Fixed Lite Anchor Ot amity, XOX, 114-12-114 M✓ Tlaro He19Mo W SIeySW,J M.U1 R}lns9 He"A4 M,eN,g wl Ytl 2p d(Z pp d(f yW d dt� is 6 Ilw ]4° 2 1 1 1 2 f 1 3 2 2 1 3 2 2 1 BI' 4 0 2 2 4 9 2 2 4 3 2 2 4 4 2 2 im. I2 5 4 3 2 5 4 J 3 H 5 3 2 Il 1 5 1 3 1 3 5111A 74' a, 2 1 1 1 2 1 1 1 1 1 2 2 1 1 9 1 2 2 1 1 1. W- 3 2 2 1 { 3 2 2 4 3 2 2 4 4 2 1 2 IW 12D" 4 3 ] 2 6 4 1 2 5 4 3 2 B 5 3 9 6111C 74" 50.M3' 1 1 1 1 1 2 1 1 1 1 1 2 2 1 1 a 2 2 1 65' BT 2 Z 1 1 a 3 2 '.2 3 2 3 1 4 9 2 2 f09" 120' 3 9 2 2 5 4 3 2 4 3 2 2 e 5 3 2 6311R'A ]d' 1 1 1 1 2 2 1 1 1 1120' 1 1 1 2 2 i 1 ISM 2H 2 2 '.1im 2 1 13 ] 2 1S 2 1 3 2 2 2 1 4 3 2 �2 'HFAO8SR1" CLUGTER-ANCHOR-ryEgp&SILL' ANCHOROVANTITV \UANTITY, SIEETA6LE 14 ANCHOROUAKRI ®SASH, SEE TABLE 13� L �0FIXEG LITE, 6EE TABLE 1E -1) r--------) r 7) 'JAMB' ANCHOR QUANTRY, SEE TABLE 16 6' MAX, — _____—____ IIOX7 III11II I 6" MAX r L�_J _♦__J 3"MAKFR0 L__________J ER L________J L___J �__ tom' MEETNORA1L RAIL MIN. ANCHORAGE FOR XOX (1/4-1/2-1/4) CONFIGURATIONS FIXEDVIRIRLEUGHT SASH VISIBLE LIGHT PRODUCT REVISED asIco. ,Catlem 11w, will, the norlda hlo 17-0411.05 INSTALLATION OPTION 1 CONCRETEICMU PERANCHOR STANDARD MEETING RAIL O +x wop0 INSTAWTIONANCNORS INT02X WOOD. REOUIREMEM TYP.ANGHORTYPE, BUCKSTWP, , 2X WOOD EDGE EMBEOMEM �� EMBEOMENTANO EDGE SEE NOTE 2, CRETE ORCMU OOPTIONAL SO ADDON DISTANCE �` DISTANCEPERSUBSTRATE, THI63HEEi. it S SEETABLE20,SHEET111. PER < FLANGE® HEAD' SILLBJAMB3 SHIM EDGE 23 SS 83 90 \NY REQUIRE- DISTANCE x 30 64 x 10 MEW EMBED- MEN! pp SASH ` SASH / VISIBLE TYP.ANCHORTYPE; '. MSIBLE O I L LIGHT i EMBEOMENTAND 57 LIGHT - YnpTrl EDGE II I EDGE DISTANCE WIDTH pER SUBSTRATE, _ _--- . DISTANCE I� SEE TABLE ZO, ]8 FIXED I 7q II IWINBLE+ SHEETIL 25 24 _ h-- ]o LIGHT .• S �I 21 60 WIDTH EMBED - II jl INSTALLATION EXTERIOR -' MEW PBt "BIBLE OI NSTAWTIO BUCKWOM INSTALLATION OPTION 3 LIGHT HEGHT ANCHORSWRECTLY INTO MASON... TIP -TO -TIP WIDTH INSTALLATION ANCHORS HORIZONTAL SECTION A -A MROUG CKETRIP TMR IWO NVZO RY. nPxanPvsleiE HEIGHT I LIGHT 1/4'MAX SHIM II HEIGHT 4 TNP.AN HORTYPE. BUCK 12STEL IX 10 x q yWpp ENTAN EDGE HEIGHT I SELFRNU G II SMS (GS).6EETPBLE DISTANCE PER SUBSTRATE, II h �I 20, SHEET II. SEE TABLE 20, SHEET tt. 24 II II DADEAPPROVED --_-- II I 32 MULUOYULLIONALUMINUM, O I 31 ST STEEL � SASH VISIBLE 57 STUD. SEE SUBSTRATE STU48EESUBSBRATE CUTPROPERTIE T 11.TABLE 23. LENGTH SHEET I I. T EACH 2 R EACH �1 LIGHT MOTH !� ___ __ ______ 3 MEETING RAIL EXTERIOR 26 � FIXED VISIBLE INSTALLATION t� LIGHTWOM TYP. PNCHORTYPE, OPTION4 V STANDARD MEETINGRML T INSTALLATION EMBEDMENTANDEDGE INSTALLATION OPTION 2 DISTANCE PER ANCHORS -- BUCK WIDTH INSTALLATION 2g BSEE DIRECTLY INTO TIP -TO -TIP WIDTH ANCHORS ORO 2X TA TABLE LE 20, SHEET II. 20.S METAL- HORIZONTAL SECTION GC WODO. I NOTES: I PRODUCT REVISED IL L i) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 300FSHEET II. FOLLOW EMBEDMENE AND us co Plying with the Rodtiv EDGE DISTANCE LIMITS. ANY INSTALLATION OPRON SHOWN MAY BE USED ON ANY SIDE OF ME WINDOW. S.Rdln9 Code him-N.. 77.041 T.OS Il4-MAXSHIM 2) ALL WOOD BUCKS LESSTHAN I-1N• IIIII 1XWOOD MICKAINSTALLATION5. CONSID REDI THICKARE iO BECONSIDEREO IX LYNN TTGY Favl Mey: NM: gM4m: EaPlmtlen llptP 04105/2022 BUCKSTRIP, ARE \`YO NY SEE NOTE 2, CONCRETE PER OPTIONAL. UNIT MAYBE INSTALLED ��a��-VICENS�c��(�% THISSHEET. .. "'.ANCHOR DIRECTLYTO SUBSTRATE, WOOD BUCKS ' MInmFO ePFoduct C°n4v1 REQUIREMENT DEPICTEDAS MAKE 1.10THICKOR ^*: No. 58705 EXTERIOR • '. GREATER.IXANDVBUCKS(WHEN - *_ USED) SHALL BE DESIMEDTO PROPERLY INSTALLATION TRANSFER LOADS TOME STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION OPTIONS INSTALLATION DETAILS, STD MR J ROSOWSKI TTi U/, 1070 TECHNOLOGY DRIVE A�-�/� VERTICAL SECTION B-B IS THE RESPONSIBILITY OF THE INSTAUATICNANCHORS :�'O"� N. VENICE, FL 342Tb Trde< F:;eLORID?,.•' PO3 ENGINEER OR ARCHITECT OF RECORD. THROMGOHMIX�B�UOq TRIP MAXIMUM SHIM THICKNESSTO BE tl4'. \�C '�y/rS�ONAL EaGN`` (841}480-0600 ALUMINUM HORIZONTAL.'ROLLERWLNDOW 03/15/17 11/I I\1 m^�;T°°°^P�°I ^°un° SMes/NodeF. A. LYNI P.E. Swe: Sh7t' Dmnhg N°. Rw: A 58706 HR-210 PIA 68]BS CERT.OFAUM.laB]9B NTS 7 OF 11 MD-HR210-02 INSTALLATION OPTION 1 CONCflEI'SUCN[D HEAVY DUTY MEETING RAILJ ,xw000 INSTALLATION ANCHORS 1M02X WOOD. PER ANCHOR TYP.ANCHORTYPE. NOTEZ REQUIREMENT `L EMBEDMENTAND EDGE. SEE BEE NOTET, CONCRETE UISMNCEPERSL'BSTRATE,� THIS SHEER. OR CMU [DOE __yF EMBEDMENT `�` SEEPER ZO. SHEET II. ' • ANCHOR OPTIONAL 2%WCOD DISTANCE _--_ J BD ]ON REQU �I MENTRE _ _ CSrPNCE �,., . SHIM 23 X G3 l EMBE0.nr--I �+ h� 11�� Y vuy TYP.ANCHORTYPE, f / EMBEBNENTM EDGE DISTPNC2 �\ II PER SUBSTRATE, .•• it SEETAdLE ZO. 21/ BDfl R ',I INSTALLATION OPTION 2 !XED BIBLE ' INSTA II ANCHORS SDREC DIRECTLGHT Y AG T jl II IlfIO MASONRY. I� SASH �I it II BLE VISI _ II LIGHT HEIGHT I-� 1l1'NNLBHIM BUM O If II �I � II 1 X 912 STEEL SE1F-0RIWNG SHS (GBI, SEE TABU. I 24/ Wildp 1I DARE APPROVED MULLION, ALUMINUM,STEEL -_ 4 1 STUD. 59E SUBSTTRASTEL CB} PROPER7IES,TABLE21), 'II 4-CUT LENGTH SHEET 11 . -,-- 12 EACH r MEETING RNL EXTERIOR 3 i INSTALLATION_ U TYP.ANCHORTYPE. OPTION 4 EMBEON.ENTAND EDGE INSTALUTION. 2 DWTANCEPER ANCHORS SUBSTRATE, BEE DIRECRYINTO TABLE 20. SHEET II. METAL NOTES 1) USE ONLY SUBSTRATEAPPROPRULTE ANCHORS LISTED ON TABLE M OF SHEET 11. T FOLLPN ENTfEOMENi PND EDGEDISTM'GE L 1/d•MA%SHIM OMRS. ANY INSTALLATION OPTION SHDWN MAY BE USED ONANY BIDE OFTHEwN0041. 1XW000 RIPEZ 2) ALL WOOD BUCKS LESS THAN NIC'THIGK SBUCEE 40 SEENH ARETO BE CONSIDERED IX INSTALLATIONS, IX NCRETE PER THIE SHEET. CON WOOD BUCKS ARE OPTIQNAL UNIT MAY BE ANCHOR + INSTALLED OIRECTLYTO SUBSTRATE. WOOD REQUIREMENT EXTERIOR BUCKS DEPICTED AS 2X ARE NIX THICK OR GREATER. IXANDMOUCKS(LMIENUSEO) INSTALLATION SHALLBE DESIGNED TO PROPERLYTRANSFER OPTION LOA➢STOTHESTRUCTURE. WVODSUCK VERTICAL SECTION B-B INSTALUTIONANCHORS DESIGNAND INSTALLATIONISTHE I MROUQH IX BUCKSTRIP NESPONSIBIUTY OF THE ENGINEER OR INTOMASONRY. ARCHITECT OF RECORD.MA%IMUM SHIM THICKNESS 10 BE 114'. r TIP-TO-TPWIDTH --- HORIZONTAL SECTION A -A SIGHT -� VISIBLE uOxrwIDTH `- �.... ..wwwvv.N C HEAW OIIrY _ MEETING HAIL BUCKLMDTH Np-TO-TIP WIDTH — HORIZONTAL SECTIC `�L1111111//// N.. 58705 "'^"O 0]�` 1070iECHNOI 2ORIDP :' \���N. BPS.'`... 0 `. (941H CE. 00 ZONAL �N L`Y (94114BD"1BB° 1/I111111 omn w FIXED VISIBLE LIGHT WIDTH VISIBLE L EDGE UGW WIDTH I \ DISTANCE ij 4 EMM0- [_ _EATBE INSTALLATION OPTION _3 INBTALLATION ANCHORS THRO'JGH,XSUCKSIRIP, INTO MASONRY. TYRANNORTYPE. EMSEDMENTAND EDGE DISTANCE PER SUDST RATE, BEE TABLE 20.5HEET 11. iif•'.Tll PRODUCT REVISED plyl 9 IM Me FlaH4a ..H,Hn9 CPEe NDA-Nw 17-0411.05 E%plmtlon Dato IO�5/2022 Miaml-0aYBYratlu[t Cantml INSTALLATION DETAILS, HD MR J ROSOWSKI See: OWr. ALUMINUM HORIZONTAL ROLLER WINDOW 03115/17 Bsn �a4et Scala: Heat 01aain9 Ne. Fw HR-210 NTS B OF 11 MD-HR210-02 TEMPERED GLASS �r _E ERROR I� Y C4 II .3BY MIN. II GLA$$BrtE I GLASS TYPE 1 Yt6'ANNEALED GLA39 --� I+- 114'ANNFMGD Gln55 -� {�-- EXTERIOR y'-` ETTERIOR, iB'ANNEALED 1 GLASS i 55�� 58A EXTERIQft 38MN2'M1LASS BRE 'i' OLASS BRE N. 3ASS BIT81 GLASS -�� GLASS TYPE 2 Y16'TEMPFAM GLA65 -� -�- 114°TEMPERED GLASS il0-TEMPERED GL15a EXTERIOR EXTERIOR EXTERIOR 55 I��� .38Y MIN. jll .382"MIN. II .3eYMIN. GLA59 BRE III GLASS DITE iF OLASS ITS GLASS TYPE 5 �J KODISPACE 4SG TPS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS-./ w Y SNT.GIAS9 SUPER 01 SPACER0NXT'" Parttl Description Material e0 KammadirM 4SG TPS Gpacer Gys+em Bt 0eenex Super 9Facer mil win Hal WeteNyl See INS Sheei far 62 lQuarsex Was" Specsr Maledels &T lCardmik.EdgeSWer RErrnervoe IEai nervm a: rrLer::, a_oao-oo:a NOW, BLIYL& DESICCANT FOAM EXT. GLASS- 1R'MIN. GLASS STACK IN -AIRSPACE 311VTEMPERED IfW TEMPERED GLASS GLASS EXTERIOR 1 5 _ _ ... GLASS TYPE 5 V� 6-INT.GfA.SS 62 DURASEA_C" L SPACER * : No. 58705 POLY SO. BUTYLENE SEAL SILVER, METALLIC ROLL.FORMED- STAINLESS STEEL 12' MIR GLASS STACK VVAIREPACE 311VANNEALED 118-ANNEALEOGLASS GLASS E%TCRIOR -.- B] HYMN. GLASSSTACK 3MVXRSPACE 1APTEMPERE'DGLASS iT FILL AREA 5116' NOM, .ICONESEAL 1Y MIN. GLASS STACK 3116-MR51PACE 118-ANNEALED GLASS Glass Types Class 1/8"Anneeied 118" Tempered Owns 31161 Armealed 114" Annealed Glass 3 110" Annealed -114' Airspace- n9' Annealed 8116" Annealed - all 6" Allapace-1/8' Annaelad Glass 4 3116" Tempered 114e Tempered Glass 5 11e" Temporal -114" Airspace -1/B' Tempered 311W Tampered- XIV-Appose - IM" Tempered ,�P' N INT. GLASS 63 XL EDGE PRODUCT REVISED SPACER as w pomp) in ith the Florida ewmms �od0 NO, -No. 17-0,1 Redone, N1 Dcb: Re debnr Expiration Ontg 0410512022 OUT=/ orderedaY• Pote: p"on"i Miami D roaaa anD iml D Onoorkcbn:snanaY GLAZING COMPONENTS J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE. FLU275 nun. Ome; (B4+)•ne6-+Boo ALUMINUM HORIZONTAL ROLLER WINDOW 03115/17 vrdmRLemr Aar a®va¢.e¢ snin NCMI: Snb: SI:mL' Drmrin9 Nw Rrv: 90F 11 MD-HR210-02 cERr DFAIrtN42BIDa ILLADAP TER 415' : DETAILS iPHOLE COVERS. ITTYAND SPACING ASSEMBLY DETAILS STD. MEETING RAIL (HD SIMILAR) WEEPHOLE NQTES, A REQUIRED IF WINDOW WIDTH IS OVER Sr. B.REQURED IFWINDOWWIDTHIS OVER4 ANDUPTOBT. C. REQUIRED IF WINDOW WIDTH IS OVERS9', U. REQURED FNIINDOW WOTHIS DVER4W. 1sW" PRODUCTREVISED as cat I&Y.WiM the Flodda NOA-No. 17-0411.05 P.whatlon Data 04/05I2022 LLI of 5 0 g DlaO U' N �' R' N Oho O to 2 Z z U U m a Z Y a L� w uw"c n ? 0 rc o Qz J N Q S 2 W Z y0 O Z Z_ p N A. Is. Pa4H Doudptlon MateNel 1 0215W Frame Head T6 2 6264W Forme 8I11 6063T5 3 fI65BW Sig Adapter 6053Ho 4 RIM Fran. Jamb (Fixed) 6D6}11) 5 B1a8BW Flare Mmb(0 amble) 6063-T6 6 626M Heap/ Duty Fixg l Marling Rall 0013-Ta 7 (U20W RAW Mcetug Hall Saki 6 0229W Sash Top 4 Bcdom Roil 6333-W 10 6221BW Sash Side Rall 606376 11 E222W Sash MacUng Heil 6063T0 12 627t1W Dogthan. Reidacement 0 T6 13 6z m Sash Stop 6a63TS 20 7<O80BK Melling Red SIm Latch Plug Rigid PVC 21 4210SW Sash ToP Guide(M1i{ack) Rigid PVC 22 42114W End Ca Hlgid PVC 23 60200K .100'X200'04on Waip.(Fmme) Flex PVC 70 2A B4086G .18! X2 FM Wslp. ad. 25 66601K SUN, W yl MO. (Sash) Flex PVC 70 20 70275CK Forme Sill Gasket PoryeUrylene 27 70273AK Frame Head Gasket Polyethylene 28 MWOK Bashi Gaskets Pnlyethylom 29 TIIRI(0W W hde Corer PIaa6C 30 71016W Sweep Latch Coat Znc 31 42112N RdWHcasIg3Gaka Vkryl 32 78RWW-2 Roper Brass 40 781POA NX1'QUAOPnSMS Stocl 41 781P0X gB XV Sq. Pn. SMS 4vo SS 42 781PSTX d8 XP 59. Pa TrM Faat SMS 4103S 43 7BOSPSA PB X.375' Sq. Pn. SMS Steel d4 7838WW OX.62 PR FI.SMS Steel 50 712653K SeWng Black 3 Xtm•X1' EPDM 51 712UN Scteng Block 1AEXTWX1' EPDM 54 6162M DIVEaad Aluminum 55 65016W wir Bead Aluminum B6 651a3W I/evaod Aluminum 57 6VT4UIV I.G. Base RIgWPVC 70 61014M Screen Frame Aluminum 71 47041W Scorn Comar Key No R,g vin,I 72 4T042W 5czeen COnerKNwiN PMg V 1 73 7320SPNG Screen Spdng Spring Steel 74 BIS24K Screen SFBaa-.13S Da Foam Rubber 75 6163511( Screen Spine-.13SDIe. Herd Rubber 76 Scmen Cloth Fibegless 80 W615W AdcHa Flange O ormI 6063T6 DIDDew Coming BSSSduxma Glsing ealarl ors -- �2aos� � I� u4 I�La po�sm%1�I �jl 0• �� OBOLa€4rno z�mw-v Q35L4.0"�zl— ssm- ��- T I I x.xoff 31a. LSD all Oe murs4ummu¢m O9 FR0.VEJAnR mPFw.e:m O¢ �F'1Ap kaEnwwa A+mhw a MU;w Type6lember Frame SubWele mi. E3ae Nona.. min QC ddenw M. C,,W error Mehl lmckoen A 12 SOS 410 wf0856, (u+nt d]IMee4¢ba/w4 Total subsVNe) AI Tram Eha(SG=Q55) 9116" 7.'0' 13'0• 60fa-1 rkmm — WO' IN- 118' - lutl WV IVIT Q04S(106e) 8 aR, SIMSMS (Gr. SA (min$3 Meads hy4p med¢ahatlel AI s"T 71w 13.9' MXT5NImi aw 416• In, aU, a3 R.m SW Wa' 01W 0044(IS(HI C Wa,.UbleCme .bnUt Hollow Black (ASTM C9a) 2-112• 6" I -Ile F91PA Black IASW 090) 2VY 4• jy'q- AI Eta..m,285kd .V1 <- 139' AD SMbmn Rml6G=QS•1 1-1116- 14116' lag• D Ve 410 SS Bco Cmt'1ex0 Join, Haim a Filler Blck,(ASTIA Mj) 144' 6• 1 1-VP AI Cwcale Min. 335 Do) TlYl 4• 1 144" ANCHOR GROUPS ABOVE. CHOOSE THE ANCHOR GROUP OP THE LOWEST LETTER FOR AIL TABLES IN THIS APPROVAL, 2) AIL ANCHOR HEAD TYPES ME APpUGBtE �• r F'— Los 1sle oW '+ TABLE21: ac ffiLTJL S9dSNm 20ka k UOSuew $O ken ttok¢I Oi srp rope ur�rmcfut eOsmlw ¢�N roMa+:L Gsesnh a. vtag 9 166 ke1 177 ken 410 SS Elw CaWTUZ 127.4 Doi UIS7 k31 1.14Y --=- fiW}TSPJUminum 10W _ 22 ksi Bd8}TBAlmnlnum wW 90ke1 1�336SIW wk¢i 69k¢I 1 �1 Cr. 93 SIeeI StW 93 ks1 45 te1 r.rer ,.al .Nor po. �7L Nor zrr .? ..1. ttr� L aso•�� u r+sw O1�aoaz+rul.,E PRODUCT REVISED u� O ..i.,cvKh t,a Flor4a .,,a a. NOA-No. 17-0411.05 LYNIy /,¢e ReWm fir ad.: R.,i.rm ExpimUan Data 04/OS12022 UCENsp �((m% a � ^, N--, miamT�Proauei eon en * NN�o. 0705 N. VENICE,FL31275 (04/}4001800 & PART DETAILS, ANCHOR TYPES I J ROSOWSKI HORIZONTAL ROLLER WINDOW 103/15/17 III ALttP1YJ1vrs 5B7Qs�HR-210 I NTS I 11 OF 11 I MD-HR210-02 I II lsxcoFAurH.ea23a