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HomeMy WebLinkAboutNOAPGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS SCANNED 1. Manufacturer's die drawings and sections._ �����©�� (Submitted under NOA No.11-1201.04) 2. Drawing No. MD-BR210-02 titled "Aluminum Horizontal Roller Window", sheets 1 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 fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL Edger"' spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.02) 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.11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 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. MATERLAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 - � I 'I II I� PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. _a, .' STATEMENTS 1.. .., ,Statement letter of conformance, complying with FBC-5tb Edition (2014) and FBC-6 I� Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1 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. L (Submitted under previous 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. II-1201.04) 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. "-� 7�) 1;4orge M. Plasencia, P.E. Profffict Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-2 7 TIP-T HEI �+-- 74'TIP-TO-TIP WIDTH 73" BUCK WIDTH SHEETS r^B ] R P 1C. 2• 0-TIP GHT 71" BUCK HEIGHT 65-718' SASH VISIBLE LIGHT I I 67-118' FDED VISIBLE I LIGHT 9/18" 3'�BASH 33-9/16' FO(ED L VISIBLE LIGHT t VISIBLE I LIGHT _—i SHEETS 7&8 TIP HE ALWAYS 3" REQUIRED CORNERS SEE NOTED, SHEET 10 (G1 'TYP:=XO-ECEVA_TION (OX SIMILAR) 90"TIP-TO-TIP WIDTH BB' BUCK WIDTH SHEETS I —_ — 26-3/8' i^_ — FIXED A VISIBLE11 TO- GHTI IP GHT SASH VISIBLE FUCED VISIBLE LIGHT /,i G] 62, BUCK HEIGHT LIGHT ���lll 26.7/16' LIGHT j / SASH VISIBLE I LIGHT -- — - - ALWAYS SEE NOTE A, acrn ipm SHEET10 B — I — 3' CORNERS SEE NOTES B & C, SHEET 10 TYP. XOX (1/3-1/3-1/3) ELEVATION - _IA 5HEETS 7&S -Rp HE +-- 3-3/15" 120"TIP-TO-TIP VlIDTH ------ 1t9" BUCK WIDTH B SHEETS 7&S BO TO TIP 56-T/B' / / 68-1/8' __i_ IGHi SASH VISIBLE FIXED VISIBLE LIGHT LIGHT 82' BUCK HEIGHT 26-8/16" 56.3/16"FIXED SASH VISIBLE VISIBLE LIGHT uct ji B ALWAYS SEE NOTE A. & C S OTEB SEE NOTES8 I , REQUIRED SHEET 10 3' Q CORNERS GENERAL NOTES: SERIES 210 NON -IMPACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. . 3) FOR MASONRYAPPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITI I MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1!4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TF_ST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1390. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT'COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORRY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-6657 & 6658: ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: MAT. DESIGN SPEC. FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL(ADM) 111 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TYP. XOX (1/4-1/2-1/4) ELEVATION SHEETS 7&8 -•— 3-3/16- CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (F9C), 8TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRU4TION -ALUMINUM DESIGN MANUAL, ADM-2016 A •AISI S700-12 •AISC 360-10 GENERAL NOTES .... __.... ............. I ELEVATIONS......................................I DESIGN PRESSURES, XO/OX.......•..2 DESIGN PRESSURES, XOX .......... . 3 ANCHOR QUANTITIES. XO/OX....... 4 ANCHOR QUANTITIES,1/3 XQX._..5 ANCHOR QUANTITIES,1/4 XO/OX_ 6 INSTALLATION, STD MR ............... 7 INSTALLATION, HD MR....................8 GLAZING COMPONENTS................ 9 CORNER ASSEMBLY.............. - ........ 10 EXTRUSION PROFILES .................. :11 PARTS LIST..................................:.-,11 ANCHOR SPECIFICATIONS.........._. 11 12)THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES, , DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED VARIES, NOT RATED FOR ae complying with fha Florida SEE SHEETS 2&3 IMPACT RESISTANCE Building Coda NOu-No. 17-0411.05 USER INSTRUCTIONS: USING WINDLOAD STANDARD `�1 LY 7i77 Reef By: Explmtlon Data 04105/2022 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT ASCE 7. ��� • SCENSF -.•(� BY 2) KNOWING YOUR WINDOW CONFIGURATION(OX. XO, XOX), SIZE, GLASS TYPES (FROM TABLES 2 OR 5) AND MEETING REQUIREMENT FOR THE WINDOW OPENING USING TABLES 1, Z Q-:• •.Fly, z P!o`. 58705 •; Revised BY: Dafe: Revision: Mfaml-Q O FroEsuct Cantor RAIL TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE 3 OR 4. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW OPENING OBTAINED IN * ! y} = dD Deserip8on: Drawn Dy- STEP 1. 3) DETERMINETHE MOST SUITABLEANCHOR GROUP FROM TABLE 20ACCORDING TOTHE INSTALLATION CONDITIONS. THE NCHOR FROM TABLES 6-16. THAT THE WILL MEETMENTS — //JJ` ��'. V1.T Z l� TE F 7 DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI 31 0 AND THAT ALL MEN. REQUIRETE G'S CONDITION FROM TABLEFY YOUR OPENINITY REQUIREMENTS FORTERMINE EMENTS FROM THIS ARE MET. ,n •. r V/�I, i�S ••�ORIOP••• %1 N.VENICE, FL 34275 (941)480-1600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 SHEETSET 5) INSTALL AS PER SHEETS 7 OR 8. '7v�s oNAtEN�� copnaaHromn Paf lNDnflRFe,NG Seties/Model: Seale: Sheet Drowing No. Ret^- ALYI1IflM' P.E. uiwcwrsnrsFAvm HR-210 NTS 1 1 OF 11 MD-HR210-02 P.E.068705 CERT.OFAUTH.fR9290 TABLE 1: pmax Imum2D_, e`srcl ROLA-S i",(ps_f XQ& OX' _- _= Tip-10-Trp Width Tip-10-TIP Height w/ standard Meeting Rail w/ Healy -duty Meeting Rail Glass 1 Glass 2 LGiassd31 Glass 4 & 6 Glass 1 Glass 2 Glass 3 Glass 4 & 5 26-1/2" +5 .0/-90.0 +55.0)-90.0 + 5.0/-90.0 +5 .01-90.0 +6 .0/-90.0 +56.0/-90.0 +55.01-90.0 +65.0/-90.0 37^ 38 3/8" +55.0/-73.5 +55.0/-90.0 +55.0/-90.0 +56.01-90.0 +55.0/ 73.5 +55.0/-90.0 +55.0100.0 +55.0/-90.0 45" +55.01.67.5 +55.01-90.0 +55.01-90.0 +55.0/40.0 +55.0/-67,5 +56.01-90.0 +65.01-90.0 +55.01-90,0 49" 63-1/V' 61" +55.0/-66.0 +55.0/-63.7 +550-59.2 +55.0/-90.0 765.0/-90.0 +65.0/-89.2 +55.0/-90.0 +55.0 -90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/56.0 +55.0/.63,7 +65.0/-59.2 +55.0/-90,0 +55.0/-90.0 +55.01-89.2 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 66, +55,0/-56,3 +55.0/-79.7 +55.0%79.7 +55.01-79.7 +65.0/-66.3 +55.0/-79.7 +55.0/-79.7 +55.0/ 79.7 74" +51.1/-51.1 +55.01-63.5 +55.0/-63.5 +55.0/-63.5 +51.11-51.1 +55.01-63.5 +55.01-63.5 +55.0/-63.5 26-112" 37" +55.0/-90.0 +55.01-61.2 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-61.2 +55.0/-90.0 +55.01-90.0 +55.0/•90.0 +55.01.90.0 +65.01-90.0 +56.01-90.0 45" +53.7/-53.7 +55.01-90.0 +55,0/-90.0 +55-01-90.0 +53.7153.7 +55.0/-90.D +65.01-90.0 +55.01-90.0 49" 53.1/8" 44" +53.11-53.1 +52,4/-52.4 +55.01-85.1 +55.0/-81.0 +55.0/-85.1 +55.0/-81.0 +55.0/-90.0 +55.01-90.0 +53.1/-53.1 +52,4/-52.4 +65.01-88.9 +55.0/-85.0 +65.0/-90.0 +55.01.90.0 +56.01-90.0 +55.01-90.0 61" +50.4/-50.4 +55.0/-75.1 +55.0/-75.1 +55.01-90.0 +50.4/-50.4 +55.0/-79.3 +55.01-90.0 +55.01-90.0 66" +48,6/48.6 +55.0/-72.5 +55.01-72.5 +55.0/-79.7 +48.5/-48.5 +55.0/-77.1 +55.0/-79.7 +55.01-79.7 74" +q4,2/ q4.2 +55.01-63.5 +55.0/-63.5 +55.0/-63.5 +44.2/-44.2 +55,0/-63.5 +55.01-63.5 +55.01-63.5 26.1/2" +55,0/-86.9 +55.01-90.0 +55.01-90.0 +65.0/-90.0 +55.0/-86.9 +55.0/-90.0 +55.01-90.0 +55.01-90.0 37" +55.0%56.0 +55.D1-87.2 +55.01-87.2 +55.01-90.0 +55.0/58.0 +55.01-90.0 +55.0/-90.0 +5.5.0/-90.0 46" 49' +44.6/•44.6 +43.6/43.6 +55.0/-75.0 +56.0/ 70.5 +55.0/-75.0 +55.0/-70.5 +55.0/-90.0 +55.0/-88.1 +44.6/44.6 +43.6/43.6 +55.01-89.2 +55.0/49.9 +55.0/-80.3 +55.0/-78.5 +55.0/-90.0 +55.0/-90.0 53-118" 50-5/8" +43 5/43 5 +55.01-66.7 +55.0l-66.7 +55.0/-83.4 +43.5143.6 +55.0/-73.8 +55.0/-78.3 +55.0/-90.0 61" 66" +42.81-42.6 +41.6/41.6 +55.0161.1 +55.01-58.5 +55.0/-81.1 +55.01-58.5 +55.01-76.4 +55.01-73.1 +42.8/42.6 +41.8/41.6 +55.0/-67.2 +55.0/-65.2 +55.01.77.0 +55.0!•74.9 +55.0/-82.9 +55.01-79.3 74^ +38.91-38.9 +55.0/-55.3 +55.01-55.3 +55.0/-63.5 +38.91-38.9 +55.0/-52.0 +55.0/-63.5 +55.01-63.5 26-1/2" +55.0/•67.9 +55,01-90.0 +55.01-90.0 +65.01-90.0 +55.0/•67.9 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 37" +49.7/-49.7 +55.01-67.2 +55.01-67.2 +55.01-84.0 +49.7/-49.7 +65.0/-90.0 +55.0/-89.5 +55.01-90.0 45" +35.5/-35.5 +55.01-57.1 +55.0/-57.1 +55.0/-71.4 +35.51-35.5 +55.0/-77.2 +55.0/-63.9 +55.01-77.4 qg" +32,3/-32.3 +53.4/-53.4 +53.4/-53.4 +55.01-66.7 +32.3/ 32.3 +55.0/-68.0 +55.0/-58.1 +55.0/-72.3 53.118" �B4 �63° +31.21-31.2 +31.6/-31.6 +50.21-60.2 +46.4/-45.4 +50.2J-50.2 +45�4 +55.01-62.7 +66.0156.7 +31.21.31.2 +31.8/•31.8 +55.0/59.4 +51.0l-51.0 +55.0/.56.2 +55.0/-57.2 +55.0/-68.0 +55.0161.6 dyy§s +32.0/-32.0 +43,01-43.0 �4i til94:0, +53.8/43.8 +32.0/•32.0 +49.3/49.3 +55,0/-67.6 +65.0/-5B.3 74^ +30.01-30.0 +40.01-40.0 +40.01-40.0 +50.01-50.0 +30.0/-30.0 +47.9/-47.9 +54.11-64.1 +54.2/-54.2 26.1/2" - +55,01-90.0 +55.0%90.0 +55.0/-90.0 37 _ _ +55.01-77.9 +55.0/•77.9 +55.0/-78.1 45' - - +65.01-65.8 +55.0/-57.1 +55.0166.0 49„ +55.01-61.3 +50.6150.6 +65.01-61.5 53-1/8" 72" - +54.0/-54.0 +46.81.46.8 +55.01-57.4 61" _ - _ _ +44.0/-44.0 +46.4/-46.4 +51.81-51.8 66" 1- +41.7141.2 +47.0/47.0 +48.9/-48.9 74" +39.81-39.8 +45.0/45.0 +45.1/-45.1 Glass Types 1/8" Annealed Glass 1 1/8" Tempered 2116" Annealed Glass 2 114" Annealed �lass.3 ;1/8" Annealed - 114" Airspace - 118" Annealed ` __ 3/16" Annealed - 3/15" Airspace -118" Annealed 4 3116' Tempered Glass 114" Tempered 1/8" Tempered -1/4" Airspace - US" Tampered Glass 5 3/16' Tempered = 3/16" Airspace -1/8" Tempered NOTES: 1) USE THIS TABLE FOR ALL XO1OX WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: a a xo Dx _._ ... _.- PRODUCT REVISED as comp)ying with the Florida Building Code NoA-No. 17-0411.05 Expiration oats 04/06/2022 Miami-g�db ro ue ontro a t- ? N 'naH 9) O 1- n i al^B O (0 cmt fg! IXcay 0 .aQ �p Z 2 (: LL 0 c W p =Uj ®� Z XS OW z LU 7M0 �>v 8 I oZrn po XO IL FJQ O 0 ® '8i 0. W 1aayS x LU z W oraas 0 a. z_ z ° Wcli [V ° J W = as sal,as LYNNi �''�. * ! No.58705 o lOR fill � A. LYNN MILLER, RE P.E.N 68705 Maximum Design Pressures (psf) XOX,1/3 -113 -1/3 Configuration Tip-to-Tlp Width Tip-ta-Tip Height w/ Standard Meeting Rail I w/ Heavy-duty Meeting Rail Glass 2 Glass 3 Glass4&51 Glass 2 Glass 3 Glass 4 & 5 49" 36 3/8" +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-81.0 +55.0/-76.6 +55.0/-90.0 ,+55.01-90.0 +55.0/-90.0 +55.0/-81.0 +56.01-75.6 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-88.2 +9-6 0/-90,0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0 -90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55-0/50.0 53-118" 61" 94" 85" 90° +55.01-73.8 +55.0/-73.8 +55.0/-86.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 49" 53-118" 44" +55.0/-90.0 +55.0/-84.7 +56.0/-76.3 +55.0/-66.8 +55.0/-61.5 +55.0/-59.6 +55.01-90.0 +55.0/-84.7 +55.01-76.3 +55.0/-66.8 +55.01-61.5 +55.0/-59.6 +55.01-90.0 +55.0/-90.0 +55.0/-89.0 +55.01-77.9 +55.01-71.7 +55.0/-69.6 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-88.9 +55.0/-81.B +55.01-79.5 +55.0/-90.0 +55.0/-90.0 +55.01.90.0 +55.0/-89.0 +65.01-82.0 +55.0/-79.5 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 61" 74" 85" 90" 49" 53-1/8" 50518" +55.0/-76.3 +55.0/-71.4 +55.0/-76.3 +55.0/-71.4 +55.01-89.1 +55.01-83.2 +55.0/-90.0 +55.0690.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 Gill +55.0/ 63.9 +55.0155.3 +50.4/-50.4 +48.6/-48.6 +55.0l-63.9 +55.01-55.3 +50-4/-50.4 +48.6/-48.5 +55.0/-74.5 0/-64.5 +55,01-58.8 +55.0/-56.7 +56.01-85.1 +55.01-73.7 +55.01-67.2 +55.0/-64.8 +55.0/-85.1 +55.01-73.7 +55.0/-67.2 +55,01.64.8 +55.01-90.0 +65.0/-90.0 +55.01-86.9 +55.01-83.9 74" 85" 90" 49" 53-1/8" 83 +55.0/-59.2 +55-0/-59.2 +55.0/-69.1 +55.0/-78.9 +55.0/-78.9 +55.01-90-0 +56.0/55.1 +65.0/-55.1 +65.0/-64.3 +55.01-73.5 +55,0/-73.5 +55.0%90.0 61" +49.0/-49.0 +41.9/-41.9 +37.7/-37.7 +49.01-49.0 +41.9/-41.9 +37.7/-37.7 +55.0/-6/.1 +48.8/-48.8 +44.1U-44.0 +55.0/-65.3 +55.01-55.8 +50.31-50.3 +55.01-65.3 +55.0/55.8 +50.3/50.3 +55.0/-84.5 +55.0/-72.2 +55.0/-65.0 74" 85" 90" +36.2136.2 1 +36.21-36.2 +42.2/-42.2 +48.21-48.2 +48.2148.2 1 +55.0%62-4 TABLE 5: Glass Types 3116" Annealed Glass 2 1/4' Annealed 118- Annealed -114" Airspace -1/8" Annealed Glass 3 3/16" Annealed - 3/16" Airspace -1/8"Annealed 3116" Tempered Glass 4 t/4" Tempered 1/8" Tempered -1/4" Airspace-1/8" Tempered Glass 5 3116" Tempered-3116" Airspace - 11B° Tempered Maximum Design Pressures (psi) XOX, 1/4 -1/2 -1/4 Configuration Tip -to -Tip Width Tip -to -Tip Height w/ Standard Meeting Rail w/ Heavy-duty Meeting Rail Glass 2 Glass 3 1 Glass 4 & 5 Glass 2 Glass 3 Glass 4 & 5 53-118' 383/8" +55.01-90.0 + .0 -90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 74" +55.0/-80.4 +66,01-74.7 +55.0/-65.3 +55.0/56.7 +49.7/.49.7 +55.0/-80.4 +55.0/-77.2 +55.0/-72.5 +55.0/-64.8 +55.01-57.6 +55.01-90.0 +55.01-90.0 +55.01-87.0 +55.0184.7 +55.01-83.2 +55.0/-83.1 +55.01-74.7 +55.01-65.3 +55,0/-56.7 +49.7/-49.7 +55.0/-90.0 +65.641.9 +55.0/-72.5 +55.0/-64.8 +55.01-57.6 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 85" 97„ 109, 120" 63-1/8" 44"+55.01-61.2 +55.0/ 79.5 +65.01-64.9 +55.01-79.6 +55.0/-64.9 +65.01-90.0 +55.01-85.0 +55.0/-72.W +55.0/-90.0 +55.0/79.6 +55.0/-90.0 +65.0/-90.0 74" +55.01-58.8 +53.41-53.4 +55.0/-61,2 +55.0/58.8 +55.0/-55.8 H+55.0/1-76.8.8 4 .6 .5 +55.01-67.2 +55.0/-60.0 +53.4/53.4 +55.0/-71.1 +55.0/-63.7 +55.0/-55.8 +55.0/-90.0 +55.0/-90.0 +55.0/.90.0 +47.91-47.9 +61.1/-51.1 0 +47.9147.8 +51.1J-51.1 +55.0/-90.0 53-1/8" 505/8" +55.01-66.4 +52.91-52.9 +55.01.66.4 +52.9/-52.9 .5 .8 +65.0/-73.8 +55.0/-62-0 +55.01-78.3 +55.0/-70.0 +55.01-90.0 +55.0/-90.0 74" 85" +49.1/49.1 +49.1/49.1 +55.0/-57.3 +55.01-58.9 +55.0/-62.8 +55.0/-04.6 97" +46.3/46.3 +44.7/-44.7 +46.3/-46.3 +44.7/-44.7 +64.1/-54.1 +62.2/52.2 +53.7/-53.7 +48.4/-48.4 +54.7/-54.7 +48,2/-48.2 +55.01-79.9 +55.0/-77.1 109" 120" +43.6/-43.6 +43.61-43.6 +50-9/-50.9 +44.31-44.3 +44.1/44.1 +55.0/-76.2 53-1/8" " +50.8/50.8 +39.3/-39.3 +35.81-35.8 +50.81-50.8 +39.31-39.3 +35.81-35.8 +55.0/-59.2 +45.9/45.9 +41.8/-41-6 +55.0159.4 +47.9/-47.9 +48.81-46.8 +55.0/-56.2 +52.5/-52.5 +47.8/-47.8 +55.0/-87.5 +55.0/-67.8 +55.0/-61.8 74" 85" 97" +33.1/-33.1 +31.2/-31.2 +33.1/-33.1 +31.2131.2 +38.71-38.7 +36.41-36.4 +43.0143.9 +40,5/40.5 +44.2/44.2 +39.6/-39.8 +55.0/-57.1 +53.8/-53.8 109" 120" +30.01-30.0 +30.0/-30.0 +35.0/-35.0 +37.5/-37.5 +35.8/-35.8 +51.7/-51.7 NOTES: 1) USE THIS TABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: XOX (113-1/3-1/3) XOX (1/4-1/2-1/41 PRODUCT REVISED s eom 4 I.g with tho Florida Building Code NOA-No. 17-0411.05 Eapiratian Date 04/05/2022 ay i miaml� a Product control r` w > ✓�' to co co •nay No K(� o O rn el"a } n 3 m O 0 = o O LL o8 O O Z w p Uw a� a U CD uen 0 0D II_ W '1S W OMe 0> - v 8 - o Z rn K x0 X O0 0 ID 3 O W laays N O w Z Z Z O V J w S anu •crap raua<'�. * No- 50705 S' IR . A. LYNN MILLER P.E. P.E/t 56705 Jamb Anchor Qu antities, XO & OX Tip-to-TiP ' 111.1 TIP40-TIP height Wl Slandald Meeting Rall .wl Heavy-duty Meeting RdI a' m s o -❑ t5 a o m o t O 28-1I2" 38318" t, 1 3 3 3 3 3 3 3 37' 45" 49 53_ IB• 3 3 3 3 3 3 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 pt^ 74^ 4 3 3 3 4 3 3 3 3 3 3 3 3 3 '3 3 3 3 3 3 3 3 3 3 2g-1(2•• 3 3 3 3 3 3 3 3 37" q5^ 3 3 3p 3 3 3 3 4 3 3 4 3 3 3 49^44" g3.11g^43 4 3 3 4 3 3 3 3 4 3 3 3 61" 24 4 4 3 4 4 3 3 3 3 4 3 3 374^ 3 3 3 3 3 3 3 25-112" 4 4 4 4 4 4 4 - 37^ 45^ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 49" 53.1/8" 5 4 4 4 5 4 4 1 4 5 4 4 4 5 4 4 1 4 61 65• 74" 5 4 4 4 5 4 4 4 5 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 26-112" 4 4 4 4 4 4 4 4 37^ 45" u 4 4 4 5 4 -4 -4 5 4 4 4 5 4 4 4 49" 53-Ile" 5 4 4 4 5 4 4 4 5 4 4 4 5 4 4 4 5 4 4 4 5 4 d 4 61" Tw 5 4 4 4 5 4 4 4 4 4 4 5 44 K5 4 5 4 4 4 "HEAD & SILL" ANCHOR QUANTITY © SASH, SEE TABLE 8 -- i I I 'JAMB' 1 ANCHOR QUANTITY,� j SEETABLE6 IV I I TABLE 7: Heed & Sill Anchor Cluster Quantities, XO & OX Tom. -Tip Width Tip-Wriip Height wlSlandardMeetingRai I w/Heavy-duty Meeting Roil - ¢ e mL� H S U 80 c e dH19 `a ¢ Y_ e am •- m o d„ •- U c E tia19 •- D E 'o a0 -112" 3&318' (2 C! G2 2 C2 CO2 37" 45" 02• C2 C2 C2 C2 C2 G2 02 C4 C2 C2 C2 C4 C2 C2 C2 49" 53-1/8" G1 C2 C2 C2 C4 C2 C2 C2 C4 C2 LZ C2 C4 C2 C2 C2 g1" 68" 74" G7 C4 C2 C2 C4 C4 C2 C2 CA C2 t2 C2 C4 C2 C2 C2 C2 C2 C2 C.1 C2 C2 72 C2 28-1/2" 44" C2 C2 C2 lx C2 C2 C2 C2 37• 45' C4 C2 C2 Q C4 C2 C2 C2 C4 C4 C2 C2 G4 C4 C2 C2 49• 53.1/8" 64 C2 C2 C4 14 C2 02 CA C4 C2 C2 C4 C4 02 C2 6," gg^ 74" C4 64 C2 C2 C4 C4 C2 C2 fA C4 C2 C2 C4 CA C2 C2 C4 C2 C2 C2 C4 C2 C2 C2 28-1/2" 50518" C4 C2 C1 C2 C4 C2 C2 C2 37" 45" C4 C4 C2 C2 C4 C4 C2 C2 C4 C4 C2 I C4 CA C C2 49" 53-110" C4 C4 C2 C2 C4 G4 I C2 C2 C4 04 C2 C2 C4 C4 I C2 C2 81" 00• 74' C4 C, I C2 C2 C4 C4 I C2 C2 64 GI C2 C2 C4 C4 C2 C2 CA tx C2 C4 C4 1 C2 C2 28-112" fi3, C4 CA I C2 C2 C4 C4 I C2 C2 37, 45" C4 C4 I C2 C2 C4 C4 1 C2 C2 C4 C4 C2 CZ C4 A C2 G2 4 53-,1e" Gi C4 C2 C2 C4 C4 C2 C2 GS G1 C2 C2 C4 C4 C2 C2 01" 88" 74" CA C4 C2 C2 C4 C4 C2 C2 C4 C4 Ct Iffy- C4 C4 C2 C2 C4 C4 C2 G2 • C4 C4 C2 C2 TV 72" C4 C4 CZ C2 •CLUSTER"ANCHOR "HEAD &SILO QUANTITY, ISEETABLE 7 ANCHOR QUANTITY 1 @ FIXED LITE, SEETABLE 8 r----1----,-----CCC--� —� 1T MAX. O.C. FOR WINDOWS UPTO 63^ TALL, 20• MAX. O.C. FOR WINDOWS OVER 63• IL _--------� r-� �--- ------ OF A-E-ET-IN-G�- R-/A-ILe"MPC MAXFROM CENTER 6^ MAX. 4' MIN. ANCHORAGE FOR XO/OX CONFIGURATIONS SEETABLE 20, SHEET 11 FOR ANCHOR GROUP DESCRIPTIONS. T..1 F A. Head & Sill Anchor Quantities, XO & OX M MF, mum ® ■� o0000000 o00000001, m ©Oit�O©000' 0000���0 m 00000000 ©ooa©000 m ©©oo©©oo �® • 0000000 m m 000■�0000 ©000©000 ©ooly©©oo m ©©oo©©oo i� 0000 00�0 00000000 00000000 0000 00 1 ©000©0�0 ® alsaa o m m aaaaoo�■o aaaa0000 aaaaoo■0o �■ ■I� aoaa■�000 aeaa©000 aaaa©©oo SASH & FIXED VISIBLE LIGHT WIDI SASHVISIBLE LIGHT HEIGHT: (WH 3-7116) PRODUCT REVISED as eomplying with the Florida Bulltling code NOA-No. 17-0411.05 Expiration Date 04/0512022 By �. Dlla a e Product control 4 > 0 0 0 } ti a alAO W O 0 O N S J ofN Z = OO o LL o Ra p w p =L ®a CJ 00 z e a _z ~O U LU JMO n V � S -1 oZo, K LL O 0 1ar45 ® N N F � a � = O _ z O O N w U U Q Q = age •asap seue 11t11111111l1, LYNN� ��•�a�NY * ? No.58705 * moo' S m ' w� r V,1 A. LYNN MILLER P.E. P.E.6 55705 a . e MMOMMMMEMIM �000000 ©.. 000�a0000 ■� ©©oo©©oo a©oo®©o�n �-� ® o0000000 0000©000 ■� �s ©000■©�a■oo ©©oo©000 �a� oo�00000 oo�lvo�uoio �� f� 0000�000 r�000 ooA �000©©00 ®000a>voo z 0000�000 ol�oo �>. �� 00000s>•oo o0000000 OEM 0000®000 000 o©000 Jamb Anchor Quantities, X0X,113 -1I3 -1/3 Tip -to Tip Width Tip-t 411 Height w/ Standard Meeting Rail w/ Heavy-duty Meeting Rell L¢ 4cPj L m a s a O= 2 o e L¢ e L m e�� O 41d b 0g 5g 8 l 48" 83-118' 38 3/6" 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 is, 74' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 85' 90' 3 3 3 3.4 3 3 3 3 3 3 3 4 3 3 3 4B' 44"3 3 3 3 3 3 3 33 3 3 3 3 3 3 3 3 4 3 3 3 r 3 3 3 4 3 3 3 3 3 3 4 3 3 3 3 3 3 4 4 3 3 4B• 53-118' 50.5/8• 4 4 - 4 414 4 4 4 4 4 4 4 1 4 4 4 4 61' 74 4 4 4 4 1 4 4 4 4 4 4 4 4 5 4 4 4 85' BO• 4 4 4 415 4 4 4 �4 4 4 4 5- 4 4 4 49• 53-116• 63• 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 1 74• 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 66• 90" 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 Head & SIO Anchor Cluster Quantities, XOX,113.1/3 -113 Tlpde-Tip Width Tip -to -Tip Height w/ Stendald Meeling Rail w/ Heav/-duly Meelln9 Fag b 4 b m b O g 0 b¢ b m 41 .. c� <fO •- o 49" �.C2 C2 C2 G2 C2 C2 C2 C2 C2 _ C2 C2 C2 C2 C2 N74- C4 C2 C2 C2 C2 C4 C2 C2 C2 C2 C4 C2 C2 C2 CA C2 C2 C2 C4 04 1 C2 C2 49" 53.1,8" 44- C4 C2 I C2 C2 04 C2 I C2 C2 CA C2 I C2 C2 C4 C2 I C2 C2 61' 7d' CA C2 C2 C2 C4 C2 C2 02 C4 C2 I C2 C2 C4 04 C2 C2 85' BB' C4 C2 I C2_ C2 C4 C4 C2 02 CA C2 C2 C2 C4 C4 C2 C2 49" 63-1/8" - 50518' C4 C2 C2 C2 C4 C2 C2 C2 C1 C2 C2 C2 C4 C4 C2 C2 81° 74' CA C2 C2 C2 CA C4 C2 C2 C4 C2 C2 02 04 C4 C2 C2 as, 90' C4 C2 C2 C2 C4 C4 C2 C2 (A C2 C2 I C2 C4 C4 C2 C2 49" 53-1/8" �. 24 C2 C2 C2 C4 C4 C2 C2 C4 C2 M. C2 C4 G1 C2 C2 61' 74• C4 C2 •C2 C2 C4 C4 C2 C2 CA C2 C2 C2 C4 C4 C2 C2 85• 90" C4 CZ C2 C2 C4 C4 C2 CZ G C2 C2 C2 C4 C4I C2 I C2 MMI - o0000000 � 000s>•0000 0000doioo ©©oo©©oo o0000000 o000000a �� o0000000 �oo■�0000 000©©o� 0000©©oo ELAM o�la�0000ro■o Erg oo�■o©©oo 0000�■Qoo �� MEMM ; ooan0000 o0000000 � 000�■oo�o 0000®�o 0000 0000©000 "CLUSTER'ANCHOR "HEAD & SILL" QUANTITY, 9EE TAELE 10 "HEAD & SILL' ANCHOR QUANTITY ANCHOR QUANTITY Q SASH, SEE TABLE 9 � Qa FIXED LITE. SEE TABLE 11 �- - -------)c, ter.--- r---� I I I I I I I I i I I I � a Fit' --J-L- L J 3"htAX FROM CEN TER OF MEETINOG RAIL 4• MIN. ANCHORAGE FOR XOX (113-1/3-1/3) CONFIGURATIONS PRODUCT REVISED ns complying with the Florida Doilding Code NOA-No. 17-0411.05 Expirotlon Date 4/05/2022 By radami-jjajawvrcduct control a il/ I > w r co •tea a cc }n 2� w a7 l�B o �. Z IL !�? Z W OR T cwi d �B W W Id 1— W V S Dma O > V J Z of X IL o to H Z W m ® 8 ,aau Z O F F O Z o V Q = Q ana 'asap se,io,. :. �r� Ifvo■�ooiuo� 00000Qoo �_ �� olfvol00000 � 0000�000 If0lfllvoffllv00101f0 m MENE �■ ®%ioo©o0il■I Iflfluuflo©©loly ©l000l©©oo ., oo�■00000 lolflr�s� 0000 000�■v000 00�o0ol�uo � 000�■i���o o00 �+a� ;� oAAoil■olvo � oss0000�■o 000000va MEOW ® ®®�000i�i■I■� oo"IIM o Jamb Anchor Quantities, XOX,114-1/2-1/4 T040l1p VWh TIp40lip Hel ht w/ Stendatd Meeting Rail wl Heaty.duty Meeting Rail b. g m U O a Jg o n9 < W-.g m 1 g o g 0 11e 38.316' 3 3 3 1 3 3 3 3 1 3 74' 85• 3 3 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 97• 109' 120' - 3 3 3 3 3 3 . 3 3 3 3 3 - 3 3 3 3 3 3 3 3 3 4 3 3 3 53-1i8' 44" 1 3 3 3 3 3 3 3 3 74• 5S• 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 g7• log" 12(r 3 3 3 3 1 4 3 3 3 3 3 3 3 1 4 3 3 3 3 3 3 3 4 4 3 1 3 53-inr 50SI8" ' 4 4 4 4 4 4 4 4 74' aw 4 4 4 + 4 4 4 4 4 4 4 4 4 4 4 4 97• log• 12P 4 4 4 4 0. 4 4 4 4 4 4 4 4 4 4 4 '4 —4 —4 4 d 4 4 4 53.110' 831 4 4 4 4 a 4 4 4 74- 85' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 109' 120• 4 4 4. 4 4 4 4 4 4 4 A 4 4 4 4 4 4 4 --Head & Sill Anchor Cluster Quantifies, XOX,1/4 -12 -1/4 Tip4o-Tip %moth Tip -to -Tip Height wl Standard Meeting Rail w1 Heav/-dory Meeting Rail o< 2 a <c7¢0 a m o o 0 1 g 0 a 6< ¢(7 o m <V' o o act , aU' 53-110' 38-311' C2 02 C2 C2 G2 G2 G2 C2 7+• 85' C4 C2 C2 C2 CA C2 C2 C2 CA C2 C2 C2 CAC? C2 C2 97• 109• 120- C4 C2 C2 G2 CA C2 C2 C2 C4 C2 C2 C2 C4 C4 C2 C2 C4 C2 C2 C2 CA C4 CL C2 53.118• �„ C4 C2 C2 C2 CA C2 C2 C2 74 1. CA G2. C2 C2 C4 CI C2 C2 C1 C2 C2 C2 C4 24 C2 C2 9T 109, 120" CA C2 C2 C2 C4 C4 C2 C2 !A C2 C2 C2 G4 CA 5 C2 CA C2 C2 C2 C4 C4 C2 I C2 53-718' 74' 50a18° C4 C2 C2 C2 C4 C4 C2 1 C2 Ci C2 C2 C2 CA C4 C2 I C2 85° 91, C4 C2 C2 C2 04 C4 C2 C2 CA C2 C2 C2 CA C4 C2 C2 109" 12 C4 .C2 C2 C2 C4 C4 C2 C2 C4 C2 C2 C CA CI C2 C2 53.118" 74" C4 C2 C2 C2 04 04 C2 C2 C1 C2 C2 C4 CAC2CA C2 C2 C4 C4 C2 C4 C2 C2 E CI C4 C2 C2 C4 G2 GZ C4G1G2G2 G4 C2 C2 T4 C4 E5 1 C2 Head & Sill @ Fixed Lite Anchor Quantity, XOX, 114-1/2-114 Tp-fo--TQ Width Tip40lip Heigh w/ Standard Meeting Rail w/ Heaty-0uly Meelirg Rod b< C b m < g 0 ¢ E b 0 < b b< u � m I b 0 c 0 53•V8' 30.318' 2 1 1 1 2 1 1 1 74• 65• 3 2 2 1 3 2 2 1 4 3 2 2 4 3 2 2 97, low 12(r 4 3 2 2 4 4 2 2 5 4 3 2 5 4 3 2 6 5 1 3 2 6 5 3 3 53-1/6" 74" 44• 2 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 85' 19• 3 2 2 1 4 3 2 2 4 3 2 2 4 4 2 2 109, 12W 4 3 2 2 6 4 3 2 5 4 3 2 6 5 3 3 53.1/8" 74" 50-6/8" 1 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 e5• 97" 2 2 1 1 3 3 2 2 2 1 A 3 2 2 109, 120' 3 3 2 2 6 4 3 2 4 3 2 2 6 5 3 2 53-115, 74' 83' 1 1 1 1 2 1 1 1 2 1 1 1 2 2 1- 05' 97' 2 2 1 1 3 2 2 1 2 2 1 1 3 3 2 1 109' 120" 3 2 2 1 4 3 2 2 3 2 2 1 4 3 2 2 'HEAD 851LL° 'CLUSTER"ANCHOR UANTITY, HEAD TABLE BSILL' QSEE ANCHOR QUANTITY 14 ANCHOR QUANTITY @ SASH, SEE TABLE 13 @ FD4E0 LITE, SEE TABLE 15 r-- -1 i---- ---1 ----- --- , r----- . . r---� 'JAMB" ANCHOR QUANTITY, SEE TABLE 16 ---J ----------J --- ---) I---- J L------ I 1h 17• M, j O.0 I I I I t I I a a r---, --- ---, ---------- G4--- ---� ---� -- --- 6" MAX _ r J 3" -RO-CEW---J A1AX FROM CENTER L--------J L---J 1 OF MEETING RAIL 4'MIN- ANCHORAGE FORXOX(1/4-1/2-1/4) CONFIGURATIONS EGRESSWIDTH: (WN/4-2.6/16) EGRESSIIEIGI fT: (WII.4-5/8) X. PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 17.0411.05 Expiration Date04/0512022 ey Miam roduct Contro i e 7 rl r r Y e o 0 0 n 4 O o aleo O `3 � rn T -j O fi2O Z LL W 0 1' UcWj Z_ e roo m Q u•a0 s/A0 F-- La E: = w o Z O IY X O LL Z ® m N W F 1aa45 K ~ ~ 7 O = a z < � CI O olm5 Q Z O o = N U of ¢ a x agl .a .0 roes =�••�4cENSF��II'� � * : No.58705 T. A. LYNN MILLER, P.E P.EA 58706 FJCMU INSTALLATION OPTION 1 cONCRETOR INSTALLATION ANCHORS INTO 2X WOOD. PERANCHOR REQUIREMENT EDGE OPTIONAL 2XWOOD —� DISTANCE EMBEDMENT ADDON 80 FLANGE @ \ 1/4• MAX HEAD, SHIM SILL & JAMBS __ EDGE DISTANCE EMBED- ' e \ MENi 1 TYP. • • 1 EMB DA ENTAND ;� EDGE DISTANCE I I PER SUBSTRATE, SEE TABLE 20, li II SHEET 11. , I FIXED VISIBLE LIGHT HEIGHT TIP -TO -TIP HEIGHT BUCK HEIGHT v INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. SASH VISIBLE - LIGHT HEIGHT STANDARD MEETING RAIL -1 / \' 111 I9 I`�•� SASH I _ o , VISIBLE 57 LIGHT \ ,u WIDTH 7FIXED j76 LE 25 24 -T WIDTH EXTERIOR � - BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A —►{ I� 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20, SHEET 11. KI SASH VISIBLE LIGHT WIDTH IX WOOD BUCKSTRIP, . •CONCRETE SEE NOIE 2, OR CMU THIS SHEET. PER ANCHOR .\ REQUIRE- MENT EDGE ° DISTANCE I I EMBED- MENT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. O II vk' I� II I 8125TEEL I X SELF -DRILLING v /./ L— O4 10 X 11 TYP. ANCHOR TYPE, —2X WOOD FMBEOMENTANO EDGE - DISTANCE PER SUBSTRATE, SMS(GS), SEETABLE SEE TABLE 20, SHEET 11. I II 20, SHEET-11. I li - MDEAPPROVED — -- ------ II I 32 MULLION, ALUMINUM, I I O I 31 . STEEL FRAMING OR STEEL IBLE 1 _ _ I SASH VISIBLE II I I I STUD, SEE SUBSTRATE PROPERTIES, TABLE 20. W CUT LENGTH SHEET 11. 12 @ EACH MEETING RAIL -rJ "-^ill LIGHT WIDTH y^:yvww 11 EXTERIOR 25 FIXED VISIBLE INSTALLATION STANDARD LIGHT WIDTH INSTALLATION TYP.ANCHORTYPE, OPTION4 MEETINGRAIL OPTION OPTION 1 EMBEDMENT AND EDGE ITALLATION NS -- BUCK WIDTH - INSTALLATION DISTANCE PER SUBSTRATE, SEE ANCHORS TIP -TO -TIP WIDTH , ANCHORS INTO 2X TABLE 20. SHEET II. DIRECTLY INTO METAL HORIZONTAL SECTION C-C WOOD. _ NOTES: ' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ONTABLE 20 OF SHEET 11. FOLLOW EMBEDMENT AND PRODUCT REVISED as complying with tho Flarlda , Building Code M 5. EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 1/4° MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2° 11 1 I mv / Revised B Dete• Oa -No. 17-0411.05 Expiration Dato 04/0512022 R IXWOOD THICK ARE TO BE CONSIDERED 1X `��� ONy LYN/v � r• • ,en: BUCKSTRIP, INSTALLATIONS. , a .' •• M B SEE NOTE 2. CONCRETE PER OPTIONAL. UNIT MAYBE INSTALLED a�;: t,ICENSF' :�(( % Nllaml-D a Product Control THIS SHEET. .. 'q - ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS Q-. ';�P '! Revised By. Dole: RaWslon: REQUIREMENT DEPICTED AS 2X ARE MWTHICK OR _ * No. 56705 EXTERIOR -` GREATER. IXAND 2X BUCKS(WHEN _ •' *- Desenption: Orovn BY USED) SHALL BE DESIGNED TO PROPERLY _ INSTALLATION TRANSFER LOADS TO THE STRUCTURE. ��/�.�� INSTALLATION DETAILS, STD MR J R050WSKI WOOL) BUCK DESIGN AND INSTALLATION O A E F- ' -/ 1070 TECHNOLOGY DRNE OPTION 3 ENGINEER OR ARCHITECTOFIRECORD. N. ''F��RID/*, VERTICAL SECTION B-.•'G\� �841)ABo 600ICE, FL 34z75 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE I/4". v-rs'011J/�L. �r�G�N 1�� eMom�r raremum•u®.ma �Nes/.vodel: stale: Sheet: prow;ng No. Rev: INTO MASONRY. ALd1f M-LL`ER11P.E. T.0mAL�`� HR-210 NTS 7 OF 11 MD-HR210-02 P.EJF 58705 CERT.OFAUTH. Y.2B285 INSTALLATION OPTION 1 CONCRETEt:MU HEAVY DUTY.MEETING RAILO 1x WOOD PERANCHOR TYP. ANCHOR TYPE. BUCKSTRIP, , INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2, ' CONCRETE EDGE EMB�DPAENT DISTANCE PER SUBSTRATE, THIS SHEET. OR CMU OPTIONAL 2X WOOD DISTANCE 11 ��` SEE TABLE 20. SHEET 11. •PER ANCHOR 0ADDON FLANGE @ T 114" MAX REQUIRE EDGE23 - HEAD. SHIM 93 90 MENT SILL 8 JAMBS O DISTANCE • ! X 30 �` 54 X 10 MENi 44 � .. . I SASH SASH I — � VISIBLE TYP. ANCHOR TYPE, —►I VISIBLE ��� - ��� LIGHT \\. EDGE 1 EMBED,MENTAND 57 LIGHT fff _- __ _ _ __ WIDTH • DISTANCE EDGE DISTANCE MOTH r `� �- IIII PSEE TABLE 20. 70 FIX�D I 74 \ t I II _ SEE =- 11.0, VISIBLE \, II 3HEC-T 11. 25 24 L1G i T—�70 5 � I I II III II 80 EXTERIOR WIDTH i EMBE0. z1 • INSTALLATION 1L IIIiI I�I� INSTALLATION OPTION FIXED INSTALLATIOBUCKWDTH` OPTION 3 IANCHORS DIRECTLY TIP-TOTP WIDTH INSTALLATION ANCHOR S LIGHT THROUGH 1X BUCKSTRIPI HEIGHT SASH INTO MASONRY. HORIZONTAL SECTION A -A INTO MASONRY. I II VISIBLE TIP-TOTIP ,I II LIGHT 1/4"MAX SHIM HEIGHT HEIGHT 5 TYP. ANCHOR TYPE, jI jl -#12 STEEL 10 4O—. 2X WOOD EMBEDMENT AND EDGE IIGK O Il II II X SELF -DRILLING PE _ 11 DISTANCE PER SUBSTRATE, SMS (05), SEE TABLE \ X SEE TABLE 20, SHEET 11. I II 20, SHEET II. 24 II it j DADE APPROVED _-- II it 32 MULLION, ALUMINUM, O 31 STEEL FRAMING OR STEEL SASH VISIBLE _ ) I STUD. SEE SUBSTRATE LIGHT WIDTH _ _- 5T ` �J PROPERTIES. TABLE 20, 4" CUT LENGTH SHEET 11. 12 @ EACH FIXED VISIBLE I ' 3 MEETING RAIL FX7ERI�R 25 O 1 _ INSTALLATION ,7 LIGHT WIDTH III--- INSTALLATION TYP.ANCHORTYPE, OPTION4 HEAVY DUTY EMBEDMENT AND EDGE MEETINGRNL(B OPTION1 INSTALLATION INSTALLATION DISTANCE PER ANCHORS ANCHORS INTO 2X 20-11SUBSTRATE, SUB, SHEET 29 DIRECTLYINTO WOOD. _ TABLE 2020, SHEET 11. METAL DUCK WIDTH I NOTES: - TIP TO -TIP WIDTH 1) USE ONLY SUBSTRATE_ -APPROPRIATE PRODUCT REVISED ANCHORS LISTED ON TABLE 20 OF SHEET 11. as comp`ying with the Florida FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION C-C Building Code 114" MAX SHIM LIMITS, ANY INSTALLATION OPTION SHOWN �I1111 I ! P I / /NOA-No. 17-10 11.05 1X WOOD _ MAY BE USED ON ANY SIDE. OF THE WINDOW. ``� a0 / i�' Rwiood By. Data: Revblon: Expiration Dale /05/2022 BUGKSTRIP. t-1 8F • /�� By N07E 2, .: - . 2) ALL WOOD BUCKS LESS THAN 1.1/2' THICK SEE Q', Miami -Da roduct Control ARE TO BE CONSIDERED 1X INSTALLATIONS. IX � • '•� ~� Revised �: Dale: Revision: r THIS SHEET CONCRETE PER WOOD BUCKS ARE OPTIONAL UNIT MAYBE ND. 58705 ANCHOR INSTALLED DIRECTLYTO SUBSTRATE. WOOD * — REQUIREMENT a Drawn Byr EXTERIOR -. •• BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR — -O �' ® Descrlpttan: INSTALLATION GREATER. IX AND 2X BUCKS (WHEN USED) =7D'•. Z I w; INSTALLATION DETAILS, HD MR J ROSOWSKI SHALL BE DESIGNED TO PROPERLY TRANSFER O STA O ; ' ,<(/ 1070 TECHNOLOGY DRIVE OPTIONS LOADS TO THE STRUCTURE. WOOD BUCK �� .F(ORIDP ,.•' ��� N. VENICE, FL 94275 7711w Dole: VERTICAL SECTION B-BB INSTALLATIONANCHORS DESIGN AND INSTALLATION IS THE '//"9j ��G�� (941)-4BD-1600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 THROUGH 1X SUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR //rONAL111�1 wvrwwramu rvremrnwe,, inc. INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM Scries/6"odeL• Smis: SbaeL• , Drawing No. Iter THICKNESS TO BE 1/4". A LYNN Mum P.E. HR-210 NTS 8 OF 11 MD-HR210-02 P.E#59705 1 CERT.OFAUTH.029298 s1 1/8"ANNEALED OR ' TEMPERED GLASS 3110' ANNEALED CLASS --� F+- 1/4' ANNEALED GLASS 1/8"ANNEALED EXTERIOR II EXTERIOR ! I EXTERIOR GLASS a 64 II a 55 I�j a 56 I EXTERIOR GLASS BITE I .382" MIN.II .382' MIN. II a 1 57 GLASS BITE I I GLASS BITE _ I J - .382MIN. 81-- --. 61 81 GLASS BITE GLASS TYPE 1 3/16'TEMPEREDGLASS --"-I Imo- 1/4'TEMPERED GLASS -►-I I-+ EXTERIOR I EXTERIOR a 55 I� a 5G III I .382' IN. III .312"' MIN. II GLASS BITE II GLASS BITE l 81 B1 GLASS TYPE 5 STRUCTURAL 114" NOM. POLYISOBUTYLENE WITH DESICCANT OCT. GLASS / INT. GLASS KODISPACE 4SG TPS V2" MIN. GLASS STACK 1/2" MIN. GLASS STACK 1/4" AIRSPACE 3/16" AIRSPACE 3/16' ANNEALED 1/8-ANNEALED GLASS GLASS 1/8" ANNEALED GLASS EXTERIOR I a 57 iI .382' MIN. II r. GLASS BrrE II II 1/2" MIN. 1/2'MIN. GLASS STACK GLASS STACK 1/8"TEMPERED 1/4"AIRSPACE 3/16'TEMPFRED - -' 3116"AIRSPACE EXTERIOR GLASS _ E 118" TEMPERED GLASS • GLASS 118" TEMPERED GLASS 67 I Ij EXTERIOR 57 _ ' I .382"MIN. GLASS SITE G.L3A02S"SMB ILE 8II I IIII 81 603 60-63 GLASS TYPE 5 HCT-MELT BUTYL ^� STRUCTURAL SILICONE 5116' FOAM 3/16" NOM. WITH B UM & DESICCANT DESICCANT - FOAM EXT. GLASS EXT. GLASS-. —INT. CLASS —IN 61 SUPER DURASEALO SPACER@NXTT"" 6z SPACER Part Deaalption Material 60 Kommeding45GTIPS Spacer System 61 Quanex Super Spacer nXT Mth Hot Melt Butyl See this Sheet (or 62 Quanex Duraseai Spacer Metedals 63 Cardinal k- Edge Spacer KthtKtNL;h I hJ I KCYLIKI A: r l_ r 1 r, oeuo a oar POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. REAL SILVER, METALLIC SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT _GLASS --� GLASS U/--INT. GLASS 93 XL EDGE'"' SPACER * ; = �No.58706 I. - -0 ••.W.TAT.E�';.��1070TECHNOLOGYDRIVE i O , ; W �i�(CS ••.F<ORIDP .NG��� N. VENICE, FL 34276 (941HBO-1600 /"70NAL•11'�\\\` A. UM M18Lal.E. nOnnE wcx'r P=Mm191M®. No. ALLN°"°"r""`� L CERT.OFAUTH.R292a8 P.E.468705 Glass Types Glass 1 1/8" Annealed 118" Tempered Glass 2 3/16" Annealed 1/4" Annealed Glass 3 1/8" Annealed -114" Airspace - 1/8" Annealed 3/16"Annealed - 3/16" Alrspaoe -1/B"Annealed Glass 4 3/16" Tempered , 1/4" Tempered Glass 5 1/8" Tempered -1/4" Airspace -1/8" Tempered 3/16" Tempered -3116" Airspace - i/8" Tempered Rev/Acn: PRODUCT REVISED as compty(n with the Florida Building Code NOA-No. 17-0411.05 Expiration vat 04/05/2022 By i Miami-I�O[d'e Product Contro De eptran: — dY GLAZING COMPONENTS I J ROSOWSKI ALUMINUM HORIZONTAL ROLLER WINDOW 08/15/17 Senee/Medeh Scale: Sheeh Droerng No, Rev: 9 OF 11 MD-HR210-02 SASH CORNERS ASSEMBLY DETAILS 0SILLADAPTER - .330" 250' WEEPHOLES WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. O2 SILL SEE SHEET 1 FOR QUANTITY AND SPACING STD. MEETING RAIL (HD SIMILAR) EPHOLE NOTES: iEQUIRED IF WINDOW WIDTH IS OVER 87". IEQUIRED IF WINDOW MOTH IS OVER 45"AND UP TO 67'. IEQUIRED IF WINDOW WIDTH IS OVER89". IEQURED IF WINDOW WIDTH IS OVER 45". PRODUCT REVISED "eomPI9Ing with the Florida 8ullding Code NOA-No. 17-0411.05 Expiration Dnte 04/05/2022 BY �- Mlaml-D roduct Control .e 2 ti • u� tx p -nod o o 0 � oioa 0 d = Q J o St Q o W 0 z a UU.o Z 'S g W 3 WOMa 0 J r TO z v IL J Q O Z Z ® Q J vN{ _ Z a!on5 O Z CO O w N Q Q add osaQ sayag ?: 'r;3 * Noo..58705 0, ST TE F ZONAL. 10,1`' A. LYNN MILLER, P.E P.E.fl 58705 Item PaRk Description Material 1 6215W Frame Head 6053-TG 2 6204W Frame Sill 6063-T5 3 6265BW Sill Adapter 6063-TS 4 621OW Frame Jamb (Fixed) 6063-T6 5 6108BW Frame Jamb (Operable) 608345 0 0267W HeaW Duty Fixed Meeting Rail 0003-TB 7 6220W Fixed Meeting Roil 60B3-T6 6 6223W Sash Top & Bottom Rai( 6083-T6 10 6221BW Sash Side Rai( 6063-T6 11 6222W ISash Meeting Rail 6083-T6 12 6270W IDogbone Relnromement 6003-TB 13 62765W 16ash Stop 6063-T5 20 74080BK I Meeting Roll Sweep Lalch Plug Rigid PVC 21 42105W I Sash Top Glide (Anti -rack) Rigid PVC 22 42114W jEnd Cap Rigid PVC 23 BQ200K 1.1 SW X.200" Won Wslp. (Frame) Flex PVC 70 24 6406BG .187" X.230" Fin Ws1p. 1ade3 25 66601K Bulb Vinyl Wslp. (Sash) Flex PVC 70 26 70275CK Frame Sill Gasket Polyethylene 27 70273AK Frame Head Gasket Polyethylene 28 70280BK Sash Gaskets Polyethylene 29 7HRKITW WeepholoCotcr Plastic 30 71098W Sweep Latch Cast Zinc 31 42112N Roller Housing & Guide Vinyl 32 7BRWHL2 Roller Brass 40 781PQA 98 X1" QUAD Pn SMS Steel 41 781PDX 48 X 1" Sq. Pn. SMS 410 SS 42 781PSTX 98 X1" Sq. Pn. Twin Fast SMS 410 SS 43 78X3BPSA #8 X.375" Sq. Pn. SMS Steel 44 785OWW #8 X.625" Ph. Ff. SMS Steel 50 712053K Selling Block .3132" X 1/4" X1" EPDM 51 71287N Setting Block t/B" X 1/2' X 1" J EPDM 54 61625W 1/W Bead Aluminum 55 65016W 3/18" Bead Aluminum 55 65133W 1/4" Bead Aluminum 57 6VT46W I.O. Bead Rigid PVC 70 61014FW Screen Frame Aluminum 71 47041W Screen Comer Key No Ring Vinyl 72 47042W Screen Comer Key wllh Ring Vinyl 73 73203PNO Screen Spring Sting Steel 74 61624K Screen Spline -.135"IN&Foam Rubber -75 61635K Screen Spline -.135'DIa.Hard Rubber 76 Screen Cloth Fiberglass e0 66615W Add -on Flange (Optional) '6063•T6 81 Dow Coming US9 5((Icone Glazing Sealant I-.-- 2.000• l.e76' 20'L4' .082•qj 1.ev.0 1-- .o5e• -�� (D FRAME HEAD 02rimiesut. VaLLADAPTER 1s92• +{ �j7II" 1.54r j —I I-.-- I. --- I I 62* vza• x.ma• 2MLM 6 11� OFRAME 1WE FIXED) (J FRAMEJAMB (OPERABLE) O N0 FIXED MEETING RAIL Anchor Group Anchor Type Frame. Member Substrate Min -Edge Distance Mtn. O.0 Distance Min. Embedment or Metal Thickness A'(`mi— k12 SMS,-410 -or of3 threatls be%aria N.el su�slm(a), A9 Southern SouthernPine (SG = 0.55) 9/18" 7l8" 13B" =6'0�31'5_Atumfnufg 318' 9116' 118" A38 Steel or Gr33'Sted Stud 319' 9f16" 0045" (18 Ga) B 412, Steel SMS70i 5), (Nn or3 threads beyond metal substrate) An Southern Pine (SG = 0.55) 911E 7/0" 1-3fa" 605345 Aluminum 318, 9115" lib" A35 Steel or Gr. 33 Steel Stud 316' 9'10' 4045" (18 Ga) C 114" Elco URreConS Jamb Hallow Block (ASTM 09D) 2412' 6" 1-114" Filed Black (ASTM C90) 2-112" 4" 1-T4" An Concrete (min. 285 ksi) 2-1t2" 1. v-1.34" AD Soulhem Pine (SG = 0.55) 1-1118" 1-1/16" 1-I8" D 114" 410 SS Elco Cre1eFlex0 Jamb Hollow or Filled Block, (ASTM C90) 1-XV 6" 1-1/4" At Concreto(min. a35 ksl) 1-3'4" 4" 1-V4" 1)'MERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OFTHE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 1.662'--y 097' 1 92F I .097 ,0Q- tom• 1,Dsz 1.6W .082' O7 STD Fa(ED MEETING RAIL 1 8 1 SASH TOP a BOTTOM RAIL 10 SASH SIDE RAIL 1--� 7.795 —r•{ I�1.114• '� .aoz• — .781' SNO' T. •050' if SASH MEETING RAIL tx DOGBONE REINFORCEME1rT .050•� 13 eASHSMP I eO IADDONFLAWZE N C SN,�i; * No.55887705 � sTATEb�'<v�� amm PFJ168705 Material Min. Fr Min. F. Steel Screw 92 ksl 120 kei 18-6 Screw 60 ksl 95 ksl 410 Screw 90 ksl Ilaksl Elco UltraConW 155 kst 177 kei 410 SS Eloo Crete Flex® 127.4 ksl 109.7 kml 6063-T5 Aluminum 18 kal 22 its! 6063-TO Aluminum 25 kel 30 kel A36 Steel 1 36 ksl E 5e ksl Gr. 33 Steel Stud 33 Kel 45 kei Rerrsion. PRODUCT REVISED as comPlyln with the Florida Building Code NOA-No. 17-0411.05 Expiration Date 04/05/2022 By Miam -0$d Product Control Omcr/p8en: mown I 1070 TECHNOLOGY DRIVE $OM & PART DETAILS, ANCHOR TYPES I J ROSOWSKI N. VENICE, FL 34275 Title' Oaf.: (941HOO.1600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 CERT.. OFAUrH. 020298 NTS 1 11 OF 11 I MD-HR210-02