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HomeMy WebLinkAboutNOAMIAMI-DADS MIAMI-DADE COUNTY N 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) ww,v-miamidade.tov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-DM10-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control. Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. 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 and renews NOA# 15-0609.05 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. 16-0629.02 Expiration Date: April 05, 2022 Approval Date:- August 04, 2016. �P Page 1 File COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 11-1201.04) 2. Drawing No. MD-ER210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05105115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC.fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 NDA No..11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rn Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15--0609.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel P ez, P.E. Product Contro E aminer NOA No.-0629.02 Expiration Date: April 05, 2022 Apprr= a1� a� ust 04, 20] 6 -F E-1 y °1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51b Edition (2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0609.05) 2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0609.05) 3. 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. 11-1201.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series "HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and expiring on 04/05/17. Mandel Pere .E. Product -Control Ex ner NOA.No. 16-0629.02 Expiration mate: April'05, 2022 Approval Date: "August 0%4, 2016 E-2 File COPY GENERAL NOTES: SERIES 210 NON -IMPACT HORIZONTAL ROLLER WINDOW 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 MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY 6 MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS HEI USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 1, SHEET 1. 4) ALL WOOD BUCKS LESS THAN 1.1/2- THICK ARE TO BE CONSIDERED 'X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME 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) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE - PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4' THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 7 PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HEIR B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W1NDLOACS CORRESPONDING TO THE 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 TH? 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) REFERENCES: TEST REPORTS FTL-6657 & 6655; ELCO ULTRACON NO ELCO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOOD I STRUCT!ON AND ADM ALUMINUM DESIGN MANUAL. 1E 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY OWN AS THE 201 SERIES. N DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 3 & 4 NOT RATED FOR IMPACT RESISTANCE r^� STANDARDS USED: 5� •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S100-07/S2-201 O - 120"WIDTH - 119" BUCK WIDTH FB SHEETS 5&6 3„ 58-118" i GHT FIXED VISIBLE 62' L LIGHT BUCK HEIGHT 'A SHEETS 5&6 ALWAYS SEE NOTE A, SEE NOTES B & C. L^.- `I F'— 3-3/i 6' REQUIRED THIS SHEET THIS SHEET ���"'11 I-'� 3� @ CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION ILA 74" WIDTH I 73° BUCK WIDTH B SHEETS 586 T— 2' GHT I / 71' BUCK HEIGHT 65-7/6' SASH VISIBLE LIGHT I 67.1/8' FIXED VISIBLE LIGHT ASH 33-9116" FIXED L33-9/16' SIBLE IGHT VISIBLE I LIGHT pCSHEETS 5 & 6 TABLE 1: 63° HEIGHT 6 BU HE] 9O" WIDTH 89' BUCK WIDTH _B SHEETS 5&6 _I 26-3/8- 1 FIXED / A VISIBLE LIGHT 56-7/8" 58-1/8" / SASH VISIBLE FIXED VISIBLE LIGHT LIGHT / CK C GHT 26.7/16" VISIBLE L LSASH LIGHT r I I A SHEETS 5&6 ALWAYS SEE NOTE A, B �— 3.3/16' REQUIRED THIS SHEET 3' @ CORNERS _ SEE NOTES B & C. THIS SHEET TYP. XOX (1/3-1/3-1/3) ELEVATION Anchor Group Anchor Substrate Min. Edge Distance Min. Embedment A 114" Steel Ultraccn Hollow Block, (ASTM C90) 2-1/2" 1-1/4" R12 P.T. Southern Pine (SG = .55) 9116" 1-3/8' .�•i 1� SMS r 9112 g A36 Steel, .125" min 3/6" Min. of 3 threads beyond metal substrate 653 StudGr. 33, OA346" min. (20 Ga) 3/6, Aluminu6063=T5s1,25'�[0��� 318" F1114" Steel Ullracon Concrete (min. 2.9 ksi) 1" 1-3/8' Grouted -filled Block, (ASTM C90) 2-1/2" 1-3/4" — 1/4Cr"e410teFleXSS Concre te (min. 3.4 ksi) 1" 1°-3/4° Hollow Block, (ASTM C90) 1-3l4" 1-1/ 1" ALWAYS 3' �"I I� LAB —ter I+— 3-3/16" REQUIRED SEE NOTE D, THIS SHEET @ CORNERS �ITiYPXOT - E EUAT'ION(©' X' ST ""rtrr, I Ynr.. fr ELEVATIONS .................................... 1 ANCHOR SPECIFICATIONS............ 1 ANCHOR SPACING/QUANTITIES... 2 DESIGN PRESSURES, XO/OX........ 3 DESIGN PRESSURES, XOX............ 4 INSTALLATION, STD MR ................. 5 INSTALLATION, HD MR ................... 6 GLAZING DETAILS .......................... 7 CORNER ASSEMBLY ...................... 7 EXTRUSION PROFILES .................. 8 PARTSLIST ..................................... 8 _= * No.58705 .ORIDP,.••' ONAL"111111IENG`�� A. LYNN MILLER. P.E. P.E.# 58705 WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS, SHEET 7 OF 8): A. REQUIRED IF WINDOW WIDTH IS OVER 67'. B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 6T. C. REQUIRED IF WINDOW WIDTH IS OVER 89'. PRODUCTREVISED D. REQUIRED IF WINDOW WIDTH IS OVER 45". ss compiling with the Flcrids - nn;id%LgIG"o6,Zq 02 'rolion Dztc 2a22 Revised BY: Dote: Revision: JR 05/05/16 B) ADDED SPACERS TO SHEET8. 6y Miami ndc Pr t Revised W. Date: Revision: ® Description: Drawn BY: GENERAL NOTES & ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE. FL 34275 ' HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS; FL 34274 S.6 /Model: Seole: Sheet: Droving No. Rev. CERT. OF AM. #29296 HR-210 NTS 1 OF 8 MD-HR210-01 6 1 ANCHOR ON 1 EACH SIDE OF ANCHOR AT CORNER THE MEETING RAIL MIN. 3 ANCHORS IN JAMB FOR WINDOWS UP TO 44". MIN. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44" 1ANCHORAT CORNER 6" MAX. 7 SEE TABLE 2, 1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON EACH SIDE OF ANCHOR EACH SIDE OF 1 ANCHOR AT THE MEETING QUANTITIES THE MEETING 1 ANCHOR AT CORNER one —__________ oeu CORNER I MIN. 3 ANCHORS IN JAMB FOR 17" MAX. O.C. FOR WINDOWS OF WINDOWS UP TO 63' TO 44", MIN. 4 TALL, 20- MAX. O.C. ANCHORS IN FOR WINDOWS OVER 63" JAMB FOR WINDOWS OVER 44' 6" MAX. 6" MAX. �— 6" MAX. FROM CENTER OF MEETING RAIL (X2) ANC-� C:GRAGE FOR ALLXOIOX£C'01�1=G_U-F3AT�I.ONS 1 1 ANCHOR ON ANCHOR 1 ANCHOR ON 1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF CORNER THE MEETING FIXED THE MEETING RAIL LITE RAIL I I I I I I MIN. 3 ANCHORS IN JAMB FOR WINDOWS UP TO 44", Mitt. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44' 6" MAX. — 1 ANCHOR AT CORNER 6' MAX. �1 17' MAX. O.C. �� 1 7 °L I~ I 6" MAX. FROM p tom' MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS p� E � � a — 6° MAX 17- M, //Z O.0 --- a-----------, a 6' MAX MEETING RAIL (X2) —`{ IMAX. U.L:w ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TABLE 2: FRAME TYPE FRAME WIDTH FRAME HEIGHT 383/8 44 505/8" A&'I ANCHOR GROUP ANCHOR GROUP ANCHOR GROUPI G OAP A B C A B C A B C A C (s3']Bp 1 1 1 1 1 1 1 1 1 1 1 1 74" 2 2 1 1 2 1 1 1 1 1 1 1 1 STANDARD 2 2 2 2 2 1 1 2 1 1 1 1 EE1 G RAI 97" 2 3 2 2 2 2 2 2 11 1 1 109, 3 3 2 2 3 2 2 2 21 2 1 12G' 3 3 3 3 3 2 2 2 21 2 2 1 531/8" 1 1 1 1 1 1 1 1 1 1 1 1 HEAVY 74" 2 2 1 2 2 1 2 2 1 1 1 1 DUTY W. 2 2 2 2 2 2 2 2 2 2 2 1 MEETING 9T' 2 3 2 2 3 2 2 2 2 2 2 2 RAIL 109' 3 3 2 3 3 3 3 3 2 2 2 2 120" 3 4 3 3 4 SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP UESCRIPTIONS. - qi 1070 TECHNOLOGY DRIVE " •.... N. VENICE, FL 34275 _ P.O. BOX 1529 .. NOKOMIS, FL 34274 A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 RE A58705 XO, OX & XOX: EGRESS HEIGHT: (WH-4-5/8 XO & OX: EGRESS WIDTH: (VM2.3-1/2) XOX(1/4-1/2-1/4): EGRESS WIDTH: (WW/4-2-5/16) XOX(1/3-1/3.1/3): EGRESS WIDTH: (WW/3-6) X. XO, OX & XOX: SASH VISIBLE LIGHT HEIGHT: (WH-6-1/8) FIXED VISIBLE LIGHT HEIGHT: WH -4-718 XO & OX: SASH & FIXED VISIBLE LIGHT WIDTH: (WW/2-3-7116) XOX (1/4-1/2-1/4): SASH VISIBLE LIGHT WIDTH: (WW/4 - 3-7/16) FIXED VISIBLE LIGHT WIDTH: (WW12-3-13/16) XOX (1/3-1/3-1/3): SASH & FIXED VISIBLE LIGHT WIDTH: (VW/3-3-9116) PRODUCT REVISED ,u complying with We Florida Beild'etg Code Acceptance No 10-�629. Expimt' Date 2 Revision: By Mi Dnk Product Revision: Description: I om- W. ANCHOR SPACING & QUANTITIES J ROSOWSKI Title: D.M. HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 Series/Model: Scale: Sheet: 0W.Ing No. Rev: HR-210 NTS 2 OF 8 MD-HR210-01 B xop1 O CQNFIGURATIONS V -•_ MAXIMUM DESIGN PRESSURE RATING (psi yr STANDARD.MEE- Nq RAm HEAVY DUTY MEETING RAIL FRAME WIDTH GLASS, 'TYPE -- ,FRAME HEIGHT FRAME HEIGHT 38-3/8" —50-518 63E- 383/8" 44" 50518" 63" 72" Glass 1 +55.01-90.0 +55.01-90.0 +55.0/-86.9 +55.0/-67.9 +55.01-90.0 +55.0/-90.0 +55.01-86.9 +55.01-67.9 WA 26-1/2" Glass 2 & 3 +55.01-90.0 +55.01-90.0 +55.0/50.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 Glass 4 & 5 +55.0/-90.0 +55.0/50.0 +55.0/30.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 Glass 1 +55.0/-73.5 +55.0/51.2 +55.0156.0 +49.71-49.7 +55.01-73.5 +55.0/-61.2 +55.0/-56.0 +49.7/-49.7 WA 37" Glass 2 & 3 +55.01-90.0 +55.0/-90.0 +55.0/-87.2 +55.01+67.2 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-77.9 Glass 4 & 5 +55.01-90.0 +55.0/30.0 +55.01-90.0 +55.0/-84.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-78.1 Glass 1 +55.01-67.5 +53.7/53.7 +44.6/-44.6 +35.51-35.5 +55.01-67.5 +53.7/53.7 +44.6/-04.6 +35.5135.5 WA 45" Glass 2 +55.0/-90.0 +55.0/30.0 +55.0/-75.0 +55.0157.1 +55.0/-90.0 +55.0/-90.0 +55.0/-89.2 +55.01-77.2 +55.0/-65.8 Glass 3 +55.01-90.0 +55.0/50.0 +55.0/ 75.0 +55.0157.1 +55.01-90.0 +55.01-90.0 +55.01-80.3 +55.01.63.9 +55.0/-57.1 Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-71.4 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.01-77.4 +55.01-66.0 Glass 1 +55.0/-66.0 +53.1/53.1 +43.6/43.6 44 ,99V +55.01-66.0 +53.1/53.1 +43.6/43.6 +32.3/32.3 WA 0as` 92-V +55.0/-90.0 +55.0/-85.1 +55.0/-70.5 ^+53 4F5974` i +55.0/-90.0 +55.0/38.9 +55.0/-79.9 +55.0/58.0 +55.01-61.3 Glass 3 +55.0/-90.0 +55.0/35.1 +55.0/-70.5 +53.4/-53.4 +55.0/-9D.0 +55.01-90.0 +55.01-78.5 +55.0/58.1 +50.6/-50.6 Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.0/38.1 +55.0/-66.7 +55.0/-9D.0 +55.01-90.0 +55.0/-90.0 +55.0/-72.3 +55.01-61.5 Glass 1 +55.0/-63.7 +52.4/52.4 +43.51.43.5 +55.01-63.7 +52.4/52.4 +43.5/-43.5 +31.2131.2 NIA 1/8 dGGT5s-s2M +55.01-90.0 +55.0/-81.0 +55.01-66.7 f+50T-'50 +55.0/-90.0 +55.01-85.0 +55.0/-73.8 +55.0/59.4 +54.0/-54.0 Glass 3 +55.0/-90.0 +55.0/31.0 +55.01.66.7 +50.2150.2 +55.0/-90.0 +55.01-90.0 +55.01-78.3 +55.0156.2 +46.8/-46.8 Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.01-83.4 +55.0/52.7 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01.68.0 +55.0/-57.4 Glass 1 +55.01-59.2 +50.4/50.4 +42.8142.8 +31.8/31.8 +55.0/-59.2 +50.4150.4 +42.8142.8 +31.8131.8 N/A 61„ Glass 2 +55.0/-89.2 +55.0/-75.1 +55.0/51.1 +45.4/-45.4 +55.01-89.2 +55.0/-79.3 +55.01-67.2 +51.0/51.0 +44.0/-44.0 Glass 3 +55.0/-90.0 +55.0/-75.1 +55.0/-61.1 +45.4/45.4 +55.01-90.0 +55.01-90.0 +55.0/-77.0 +55.0157.2 +46.41 46.4 Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.0/-76.4 +55.01-56.7 +55.01-90.0 +55.01-90.0 +55.01-82.9 +55.01.61.5 +51.81-51.8 Glass 1 +55.0/-56.3 +48,5148.5 +41.6/41.6 +32.0132.0 +55.0/56.3 +48.5/-48.5 +41.61-41.6 +32.0132.0 N/A 66".`a Glass 2 +55.0/-79.7 +55.0/-72.5 +55.0158.5 +43.0/-43.0 +55.0/-79.7 +55.01-77.1 +55.01-65.2 +49.31.49.3 +41.2/41.2 Glass 3 +55.0/-79.7 +55.01-72.5 +55.0/58.5 +43.0143.0 +55.0/-79.7 +55.0/-79.7 +55.0/-74.9 +55.0/57.6 +47.01.47.0 IGIasc V +55.0/-79.7 +55.0/-79.7 +55.01-73.1 ff518t-5 . +55.01-79.7 +55.0/-79.7 +55.01-79.3 +55.0/58.3 +48.9148.9 Glass 1 +51.1/-51.1 +44.2/-44.2 +38.9138.9 +30.0/30.0 +51.1/-51.1 +44.2/44.2 +38,91-38.9 +30.0130.0 WA Glass 2 +55.0/-63.5 +55.0/53.5 +55.0/55.3 +40.0/-40.0 +55.0/-63.5 +55.0153.5 +55.01-62.0 +47.9147.9 +39.81-39.8 74" Glass 3 +55.0/-63.5 1+55.0/-63.5 +55.01-63.5 +55.0155.3 1 +40.0/40.0 +55.0/-63.5 +55.0/-63.5 +55.0/-63.5 +54.1/54.1 +45.0/-45.0 Glass 4 & 5 1 +55.01-63.5 +55.0/53.5 +50.0/-50.0 +55.0/-63.5 +55.01.63.5 +55.01-63.5 +54.2154.2 +45AF45.1 TART F d- Glass Types 1 1/8" Annealed 1/8" Tempered 2 UIGL4nneale`d 1/4" Annealed 3 1/8" Annealed-1/4" Airspace-1/8" Annealed 3/16" Annealed)/16" Airspace-1/8" Annealed 3116"7empered-`-�] 1/4" Tempered 6 1/8" Tempered-1/4" Airspace-1/8" Tempered 3/16' Tempered3/16" Airspace-118" Tempered NOTES 1) USE THIS TABLE FOR ALL XO/OX 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: xo PRODUCT REV)SSD as cem&"g with um Flmidn Building Code 29.�2. AccepM-WI')6' ?ot Brpiratinn Daze By adc Product Con Y 0) � �- z m � o O m�08� N J o I o N e o W z= e C' O CO O . O co. z z of J � ., NZ W Q 8 $ Z Z O Z j� O N _N o� $ ui O e ® z lam. a pp mir N � hn $moo. 5 2.. Q U— ZZO3 Q 4 o g SZ g U A. LYNN MILLER, P.E. P.E.1158705 TGRI F 5- XOXCONFIGURA11ON MAXIMUM DESIGN PRESSURE RATING (psfl FRAME WIDTH GLASS TYPE STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL FRAME HEIGHT . FRAME HEIGHT 38-3/8" 44" 50-5/8" 63" 38-3/8" 1 44" 50-5/8" 63" 49„ Glass 2 & 3 +55.0/-90.0 +55.0/-90.0 +55.01-76.3 +55.0/-59.2 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-78.9 z o Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.01-89.1 +55.0/-69.1 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 53-1l8" Glass 2 & 3 +55.0/-90.0 +55.0/-84.7 +55.01-71.4 +55.0/-55.1 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-73.5 Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.0/-83.2 +55.0/-64.3 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 61 Glass 2 & 3 +55.0/-90.0 +55.0/-76.3 +55.0/-63.9 +49.0/-49.0 +55.0/-90.0 +55.01-90.0 +55.0/-85.1 +55.0/-65.3 0 Glass 4 & 5 +55.0/-90.0 +55.0/-89.0 +55.0/-74.5 +55.0/-57.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-84.5 74" Glass 2 & 3 +55.0/-81.0 +55.0/-66.8 +55.0/-55.3 +41.9141.9 +55.0/-90.0 +55.0/-88.9 +55.01-73.7 +55.01-55.8 rUi Glass 4 & 5 +55.0/-90:0 +55.0/-77.9 +55.0/-64.5 +48.8/-48.8 +55.0/-90:0 +55.01-90.0 +55.01-90.0 +55.0/-72.2 85" Glass 2 & 3 +55.0/-75.6 +55.0/-61.5 +50.4/-50.4 +37.7/-37.7 +55.0/-90.0 +55.01-81.8 +55.01-67.2 +50.3/-50.3 Glass 4 & 5 +55.01-88.2 +55.0/-71.7 +55.0/-58.8 +44.0/-44.0 +55.0/-90.0 +55.01-90.0 +55.01-86.9 +55.01-65.0 go,,Glass 2 & 3 +55.0/-73.8 +55.0/-59.6 +48.6/-48.6 +36.2/-36.2 +55.0/-90.0 +55.01-79.5 +55.01-64.8 +48.2148.2 Glass 4 & 5 +55.0/-86.1 +55.01-69.6 +55.0/-56.7 1 +42.2/-02.2 1 +55.0/-90.0 +55.0/-90.0 +55.0/-83.9 +55.0/-62.4 Glass 2 +55.0/-90.0 +55.0/-79.5 +55.01-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-85.0 +55.01-73.8 +55.0/-59.4 53-1/8" Glass 3 +55.01-90.0 +55.0/-79.5 +55.0/-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-90.0 +55.01-78.3 +55.0/-56.2 Glass 4 & 5 +55,01-90.0 +55.0/-90.0 +55.0/-77.5 +55.0/-59.2 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-87.5 Glass 2 +55.0/-80.4 +55.0/-64.9 +52.9/-52.9 +39.3/-39.3 +55.0/-83.1 +55.01-72.8 +55.01-62.0 +47.91-47.9 z O 74" Glass 3 +55.0/-80.4 +55.0/-64.9 +52.91-52.9 +39.31-39.3 +55.0/-90.0 +55.01-79.6 +55.01-70.0 +52.5/-52.5 Glass 4 & 5 +55.01-90.0 +55.0/-75.8 +55.0/-61.8 +45.9/-45.9 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-67.8 Glass 2 +55.0/-74.7 +55.01-61.2 +49.1/-49.1 +35.8/-35.8 +55.0/-74.7 +55.01-67.2 +55.01-58.9 +46.81-46.8 85" Glass 3 +55.01-77.2 +55.0/-61.2 +49.1149.1 +35.8/-35.8 +55.0/-81.9 +55.01-71.1 +55.0/-62.8 +47.81-47.8 zGlass 4 & 5 +55.0/-90.0 +55.0/-71.4 +55.0/-57.3 +41.81-41.8 +55.0/-90.0 +55.0/-90.0 +55.0/-84,6 +55.01-61.8 U Glass 2 +55.0/-65.3 +55.0/-58.8 +46.3/-46.3 +33.11-33.1 +55.01-65.3 +55.01-60.0 +53.71-53.7 +43.9/-43.9 97" Glass 3 +55.0/-72.5 +55.0/-58.8 +46.3/46.3 +33.11-33.1 +55.0/-72.5 +55.01-63.7 +54.71-54.7 +44.2/44.2 Glass 4 & 5 +55.0/-87.0 +55.0/-68.6 +54.1/-54.1 +38.7/-38.7 +55.0/-90.0 +55.0/-90.0 +55.01-79.9 +55.01-57.1 v Glass 2 +55.0l-56.7 +53.4/-53.4 +44.71-44.7 +31.2/-3t2 +55.01-56.7 +53.41-53.4 +48.41-48.4 +40.5/-40.5 r 109" Glass 3 +55.0/-64.8 +55.0/-55.8 +44.7/-44.7 +31.21-31.2 +55.0/-64.8 +55.01-55.8 +48.2/-48.2 +39.61-39.6 Glass 4 & 5 +55.01-84.7 +55.0/-66.5 +52.2/-52.2 +36.4/-36.4 +55.0/-90.0 +55.0/-90.0 +55.0/-77.1 +53.81-53.8 Glass 2 +49.7/49.7 +47.9/47.9 +43.6/43.6 +30.0/-30.0 +49.7/-49.7 +47.91-47.9 +44.31-44.3 +37.5/-37.5 120" Glass 3 +55.0/-57.6 +51.1/-51.1 +43.6/-43.6 +30.01-30.0 +55.0/-57.6 +51.11-51.1 +44.1/-44.1 +35.81-35.8 Glass 4 & 5 +55.0/-83.2 +55.0/-65.0 +50.9/-50.9 +35.0/-35.0 +55.0/-90.0 +55.01-90.0 +55.01-75.2 +51.7/-51.7 TABLE 6: Glass Types 2 3/16" Annealed 1/4" Annealed 3 1/8" Annealed-1/4" Airspace-1/8" Annealed 3116" Annealed-3116" Airspace-1/8" Annealed 4 3/16" Tempered 1W Tempered 5 1/8" Tempered-1/4" Airspace-1/8" Tempered 3l16" Tempered-3/16" Airspace-1/8" Tempered 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 (1/4.1/2-1/4) PRODUCT REVISED the Flmids as cortiplying with Building Code A...cptunce Espiral �n DNc By Minn Onde P mt cf) m r O r 0 N O 5; 0 Is J 1i o LU Z2 O CC) ZL- _ X � :: O 0 N, X W :s o: a UJ J � U) of yZ U) J W Q [If I— O n- Z _ Z 0 _ CV 0 Nof 8 e y W ;10 ® pa�N N m V 7NM qC Bey o x �' Zoo. xUmyj Q UlaY O oZ o Z w U INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. OPTIONAL 80' ADDON 2X WOOD EDGE DISTANCE FLANGE @ HEAD, SILL 8 JAMBS EDGE \_ DISTANCE EMBED - MENT _ OJ TYP.ANCHOR TYPE, EMBEDMENT AND EDGE — II II DISTANCE PER I� I� SUBSTRATE, SEE TABLE 1, SHEET 1. I FIXED VISIBLE LIGHT TIP•TO-TIP HEIGHT BUCK HEIGHT 1X WOOD BUCK EXTERIOR a CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT 1/4" MAX SHIM ° t INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. SASH VISIBLE LIGHT HEIGHT STANDARD MEETING RAIL O 1XWOOD TYP. ANCHOR TYPE, BUCKSTRIP, • CONCRETE EMBEDMENT AND EDGE SEE NOTE 2, OR CMU DISTANCE PER SUBSTRATE, THIS SHEET. pER 11 SEE TABLE 1. SHEET 1. e - ANCHOR REQUIRE- MENT ) X 93 30 �/ 90 \ X 10 44 SASH SASH VISIBLE I O VISIBLE \ ~~ EDGE LIGHT Imo.-�_Vt WIDTH DISTANCE WIDTH 76 FIXED 74 I�J •• VISIBLE u e 25 24 LIGHT 70 STANDARD 6 WIDTH 6 STANDARD 1XWOOD EMBED MEETING RAIL EXTERIOR MEETING RAIL BUCK INSTALLATION BUCK WIDTH OPTION 3 TIP -TO -TIP WIDTH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP HORIZONTAL SECTION A -A INTO MASONRY. 1/4' MAX. SHIM O Li II i1 #12 STEEL II X SELF -DRILLING / 1O X 11 EMS(G5), SEE TABLE II II II 1, SHEET I. ____ II____—_ f I II DADEAPPROVED —'-- _- — ---- II _ II I I� ;I �I 32 MULLION, ALUMINUM, 31 STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE I, I I SASH VISIBLE ---^^^111 LIGHT WIDTH O l4 CUT LENGTH J @ EACH SHEET 1. MEETING RAIL EXTERIOR 25 FIXED VISIBLE INSTALLATION l STANDARD LIGHT WIDTH TYP. ANCHOR TYPE, OPTION V MEETING RAIL 6 EMBEDMENT AND EDGE INSTALLATION DISTANCE PER ANCHORS - BUCK WIDTH - TIP WIDTH SUBSTRATE, SEE -TO -TIP DIRECTLY INTO TABLE 1, SHEET 1. METAL HORIZONTAL SECTION C-C 1X WOOD BUCKSTRIP, NOTES: SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4" MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X Revised By: • INSTALLATIONS. 1X WOOD BUCKS ARE CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED _ • ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS _ ' REQUIREMENT DEPICTED AS 2X ARE 1-1/2' THICK OR ' •. GREATER. I X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY r r INSTALLATION TRANSFER LOADS TO THE STRUCTURE. 6 1 OPTION 3 WOOD BUCK DESIGN AND INSTALLATION VERTICAL SECTION B-B INSTALLATION ANCHORS IS THE RESPONSIBILITY OF THE c 1070 TECHNOLOGY DRIVE ENGINEER OR ARCHITECT OF RECORD. N. VENICE, FL 34275 THROUGH 1X BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4'. P.O. BOX 1529 INTO MASONRY. NOKOMIS: FL 34274 A. LYNN MILLER, P.E. P.E.#58705 CERT. OF AUTH. 829296 2X WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, \ _ SEE TABLE 1, SHEET 1. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. PRODUCT REVISED as complying with the F!vr do Duilding Cwk Al6-O��`t.Oz �captencs No F, mina Date 2C)�.i. Revision: By Revision: V Dewrrp8on: I urtrwn by., INSTALLATION DETAILS, STD MR J ROSOWSKI DHe: Date: HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 Senes/Model: - Sw/e: Sheet: Drawing No. Ror HR-210 NTS 5 OF 8 MD-HR210-01 B INSTALLATION OPTION 1 CONCRETE/CMU 1X WOOD HEAVY DUTY MEETING RAIL(7)BUCKSTRIP, TYP, ANCHOR TYPE, INSTALLATION ANCHORS INTO ZX WOOD. PER ANCHOR REQUIREMENT ' CONCRETE EMBEDMENT AND EDGE SEE NOTE 2, OPTIONAL yt WOOD ��� DISTANCE EDGE EMBEDMENT DISTANCE PER SUBSTRATE,—` THIS SHEET. ° t ORRCMU SO ADDON 11 SEE TABLE I, SHEET I. ANCHOR FLANGE Oa � 1/4" MAX REQUIRE - HEAD, EDGE SILL 8 JAMBS DISTANCE SHIM 23 X 93 30 54 90 MENT X 10 EMBED- ° MENT ______ __— 44 _—�—= SASH ° SASH I O _ VISIBLE 1 TYP. ANCHOR VISIBLE II — LIGHT EDGE TYPE, EMBEDMENT ° 57 LIGHT WIDTH .�' DISTANCE ANDEDGE I DISTANCE PEP. I� 4� SUBSTRATE, SEE 75 _J VISBLE _ TABLE 1, SHEET I. 2>� 24 - LIIGHT 70 5 21 80 WIDTH EMBED - INSTALLATION EXTERIOR \ — 1X BUCK MENT li II OPTION 2 fl 7 HEAVY DUTY �J'1HEAVY DUTY INSTALLATION FIXED I 1 V MEETING RAIL vMEETING RAIL VISIBLE II II II INSTALLATION OPTION 3 BUCK WIDTH LIGHT II I II ANCHORS DIRECTLY INSTALLATION ANCHORS HEIGHT II II INTO MASONRY. TIP -TO -TIP WIDTH THROUGH 1X BUCKSTRIP SASH HORIZONTAL SECTION A -A INTO MASONRY. TIP -TO -TIP Ij II �I VISIBLE 1- -I LIGHT 114" MAX. SHIM HEIGHT j j� I HEIGHT II II II 5 TYP. ANCHOR TYPE, BUCK II II II #12 STEEL 4 2X WOOD EMBEDMENT AND EDGE HEIGHT O II II it X SELF -DRILLING 10 11 DISTANCE PER SUBSTRATE, II II I� SMS (G5), SEE TABLE X SEE TABLE 1, SHEET 1. jl II Ij 1, SHEET I. _ 24 II II DADEAPPROVED =_ --- ----- I I I 32 MULLION, ALUMINUM, I I O I� I 31 STEEL FRAMING OR STEEL SASH VISIBLE I _ 57 II II STUD. SEE SUBSTRATE ���"111 LIGHTWIDTH !� --- ______ �I �I PROPERTIES, TABLE 1, . 4" CUT LENGTH SHEET I. 12 @ EACH 3 MEETING RAIL EXTERIOR 25 FIXED VISIBLE INSTALLATION j� LIGHT WIDTH INSTALLATION TYP. ANCHOR TYPE. OPTION 4 V HEAVY DUTY EMBEDMENT AND EDGE INSTALLATION MEETING RAIL 7 OPTION 1 2 DISTANCE PER INSTALLATION ANCHORS SUBSTRATE, SEE ANCHORS INTO 2X 29 TABLE 1, SHEET 1. DIRECTLY INTO WOOD. METAL, BUCK WIDTH A1X WOOD NOTES: TIP -TO -TIP WIDTH BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE PRODUCTREVIS137 SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1, m complying with the Florid THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION C—C Building Code LIMITS. ANY INSTALLATION OPTION SHOWN Aoceptancc No � ,o Z 114" MAX SHIM Q2 ° - MAY BE USED ON ANY SIDE OF THE WINDOW. � Revised By: Date: Revision: E p� t Date 2 ALL WOOD BUCKS LESS THAN 1-1/2' THICK 1X WOOD RE TO BE CONSIDERED 1X INSTALLATIONS. 1X BUCY. CONCRETE PER t -' By Mtan/J e Revised BY' Date: Revision: ,•° ANCHOR WOOD BUCKS ARE OPTIONAL. UNIT MAY BE •••d . , ,. .• VV/ EXTERIOR REQUIREMENT INSTALLED DIRECTLY TO SUBSTRATE. WOOD ' BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) LI ; ® Description: Drawn W. INSTALLATION SHALLBEDESIGNEOTOPROPERLY TRANSFER i7� r(. INSTALLATION DETAILS, HD MR J ROSOWSKI OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK VERTICAL SECTION B—B 1070 TECHNOLOGY DRIVE T(tfe: Date: INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH IX BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM 529 NOKOMIS' FL 134274 Series/Model; Scale; Sheet: Drawing No. Rev. THICKNESS TO BE 1/4'. A. LYNN MILLER, P.E. HR-210 NTS 6 OF 8 MD-HR210-01 B CERT. OF AUTH. g29296 P.E.#55705 02 OSILL 14 SASH CORNERS ASSEMBLY DETAILS ILL ADAPTER WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING RAIL 1/8" ANNEALED OR TEMPERED GLASS II 90 64 I .382" MIN. GLASS BITE 81 1/8" GLAZING DETAIL 1/16" ANNEALED OR 1/4" ANNEALED OR TEMPERED GLASS TEMPERED GLASS 55 kIl% 56 ill 92.382"MIN. .382"MIN. IIIGLASS BITE GLASS BITE III'81 PRODUCT REVISED as complying wish dx Plored� Huilding Cod-. Aacplenw No � �• b ` Eapim�ipn Datc �22 B :•�iiuni rntc Pna�Wc� Cw: d 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL o z" rc 1/2" MIN. GLASS STACK 114" AIRSPACE 1/8"ANNEALED OR _ TEMPERED GLASS 116-ANNEALED OR TEMPERED GLASS 93 .382q--E3 GLABITE 81 1/2" I.G. GLAZING DETAIL 1/4" AIRSPACE 12" MIN. GLASS STACK 3/16' AIRSPACE 3116' ANNEALED OR _ TEMPEREDGLASS 1/8'ANNEALEDOR TEMPERED GLASS 57 II II 94 I .382r�:PN GLA 1/2" I.G. GLAZING DETAIL 3/16' AIRSPACE m 1n U) 6 J Q N F¢— W z = 0 � eg U Q 00 J Z O J ab y m U) Z LLI U) Q Z _O of_ N W O N 0 m0 U �2 u) in Zwo� X 0 Ln 0 0 ^O 2. Z E 7: Item Dwg # Part # Description Material 1 2158 6215W Frame Head 6063-T6 2 264 6264W Frame Sill 6083-T5 3 265 62658W Sill Adapter 6063-T6 4 218A 0218W Frame Jamb (Fixed) 60B3-T5 5 219 61088W Frame Jamb (Operable) 6063-T5 6 220B 6220W Fixed Meeting Roll 6063-T6 7 267 6267W Heat'" Duly Fixed Meeting Rail 6063 T6 8 223A 6223W Sash Top & Bottom Rail 606346 9 223A 6223W Sash Bottom Rail 6063-T6 10 221B 6221BW Sash Side Rail 6063-TB 11 222 6222W Sash Meeting Rail 6063-T6 12 270 6270W Dogbone Reinforcement 6063-TB 13 2785 62785W Sash Stop 6063-T5 20 4050 74080BK Meeting Rail Sweep Latch Plug Rigid PVC 21 1 242 42105W Sash Top Guide (Anikack) Rigid PVC 22 227 42114W End Cap Rigid PVC 23 1213 602DOK .190" X.2W' Q-Ion Wstp. (Frame) Flex PVC 70 24 4066 64066G .187" X.230" Fln Wstp. 25 1003C 66601K Bulb Vinyl Wstp. (Sash) Flex PVC 70 26 275C 70275CK Frame Sill Gasket Polyethylene 27 273A 70273AK Frame Head Gasket Polyethylene 28 280 70280BK Sash Gaskets Polyethylene 29 7HRKITW Weephole Cover Plastic 30 1 1096 71096W Sweep Latch Cast Zinc 31 225 42112N Roller Housing & Guide Vinyl 32 228 7BRWHL2 Roller Brass 40 1155 781PQA #8 X 1" QUAD Pn SMS Steel 41 1155-1 781PQX #8 X 1" Sq. Pn. SMS 41OSS 42 781PSTX #8 X 1" Sq. Pn. Twin Fast SMS 41O SS 43 78X38PSA #8 X.375" Sq. Pn. SMS Steel 44 1016 7B58WW 1#8 X.625" Ph. FI. SMS Steel 50 1265-3 712653K Setting Block 3/32" X 1/4" X 1" EPDM 51 1 1267 71267N Setting Block 1/8" X 1/2" X 1" EPDM 54 1625 61625W 1/8" Bead Aluminum 55 2719 65016W 3/16" Bead Aluminum 56 1263 65133W 1/4' Bead Aluminum 57 1253 6Vr46W I.G. Bead Rigid PVC 70 1014 61014FW Screen Frame Aluminum 71 1631 47041W Screen Comer Key No Ring Vinyl 72 1630 47042W Screen Comer Key with Ring Vinyl 73 320 7320SPNG Screen Spring Spring Steel 74 1624 61624K Screen Spline - .135" Dia. Foam Rubber 75 1635 61635K Screen Spline - .135" Dia. Hard Rubber 76 Screen Cloth Fiberglass BO 134 66615W Add -on Flange (Optional) 6083-T6 61 Dow Coming 899 Silicone Glazing Sealant or Equiv. 90 1/8" Annealed or Tempered Glass 91 3/16" Annealed or Tempered Glass 92 1/4" Annealed or Tempered Glass 1/8% 1/4" Air-1/8" An. or Temp. I.G. i/8"- 3/18" Air- 3/16" An. or Temp. I.G. "Dirt# Description ,360 Kommeding 4SG TPS Spacer System jSheet Qua ex Super Spacer nX Wth Hot Melt Butyl �2 Quanex Duraseal Spacer -� Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 -tP -III .B15' )+— STRUCTURAL POLYISOBUTYLEN 114" NOM. i►— WITHExr. cLAss z.Boo• WITH DESICCANT O KODISPACE r 2.824' 4SG TPS I 05D — .062' 2.428' 1.82r INT. GLASS .062' .062' ALUMINUM O FRAME HEAD I 1 I FRAME SILL � SILL ADAPTER REINFORCEMENT 6063-T6 ALUMINUM 6063-TS ALUMINUM1I 6063-T6 AlUMINUAr 5/16" NOM. 1.542• —�I L— ,,662- BUTYL& DESICCANT EXT. GLASSAM 67 DURASEALO SPACER 082 .062- zzoa +.ss���z• ]]]� solo• INT. GLASS 082' HOT -MELT BUTYL O FRAME JAMB (OPERA9LE1 STRUCTURAL O FIXED MEETING RAIL (] 1 HD FIXED MEETING RAIL 6063-T5 ALUMINUM 6063-TG ALUMINUM �.160B3-T8 ALUMINUM SILICONE FOAM 3/16" NOM, WITH --- 1.815• — DESICCANT 1749 —� SUPER 093 osz FACT. GLASS 62 SPACER®NXT�'4 ,.6is• 1.i1s' t4sr osz —I INT. GLASS i 0°2 10 6083-TSAWMIINUM " 6063 T6 ALUM 1111. SASH MEETING RAIL 6 (ilT6 ALUMINUM RCEMENT POLYISO- DESICCANT FILL AREA r 1114• BUTYLENE 5/16" NOM. SEAL I 1.1Br SILICONE SEAL .781" .ono• ROLL -FORMED STAINLESS STEEL XL EDGE'M .656• T 062' 2.124• —1 OFRAME JAMB (FIXED) 6003T6 ALUMINUM DSD --� .926' 1 OSASH TOP & BOTTOM RAIL 6063-TG ALUMINUM SPACER 013 SASH STOP 60 ADDON FLANGE PRODUCTRI3ViSED da EXT.GLASS--� I 6063T5ALUA7INUM CM-T6ALUMINUM el ComplyingwiMdnll:ui SW�� 11111Iu1i7r INT. GLASS PC�,•' 11i.ENSF •., l`tT No. 58705 S D 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 •'•"ORIDA•,•-' N�` S•-•--• G 70 ' r NAL 00\` ' "I ] i I I I i 11 W P.O. BOX 1529 NOKOMIS: FL 34274 A. LYNN MILLER, PF- REA 68705 CERT. OF AUTH. #29296 6utidulg Code �nr Atccplsecetb E 'rai' DXe 2 ised By: Dote: Revision: JR 05/05/16 B) ADDED SPACERS Iiy Munn' ised By. Date: I Revision: Description: I Drawn W. BOM & PART DETAILS J ROSOWSKI Title: Dote: HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 Series/Model: Sco/e: Sheet: Drowing No. Rev: HR-210 NTS 8 OF 8 MD-HR210-01 B