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Home My WebLink AboutNOA; Series PW7720A Aluminium Fixed WindowM EAM E- E MIA.MI-DADE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIN) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE Off' ACCEPTANCE (NOA) � www.miamidade.�ov/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 IIPW7720A9I Aluminum Fixed Window — L.M.1. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, 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. NRSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMIlrTATION 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# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. F S-Q430. MlCtMI•�!>DE CotJPVTY Expiration Date: February I 4 ,...E. p Approval Date:. Au 018 age 1 e`� PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with -marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under ArOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,'TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.' FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105 01) T- Manuel Per z, .E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, 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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel, Pere Product Control E a ner NOS, No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: august 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5ta Edition (2014) and FBC 011 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under ATOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/19/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NON No. 03-1105 01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for they 'Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere , Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynm Miller, P.E. D. QUALIT-V ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their 66SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17,. expiring on 07/04/23. F. STATEM[ENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on I0/1 and expiring on 02/19/19. Manuel Perez .E �Product Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval bate: kugust 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 49' TIP -TO -TIP WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48" BUCK WIDTH - DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/41VISIBLE IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED. LIGHTWIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY - MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS g, SHEET 6 USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X 1 ARE 1'112" 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, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ' DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. I - 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION 1 WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY r OTHERS, MUST. BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6.1/2" MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 6-1/2" MAX. A 96„ C - BUCK SHEET? JJ HEIGHT I(� L 93-1/4" -1— - VISIBLE 12" MAX. LIGHT O.C. HEIGHT 97" TIP -TO - TIP B 12" MAX. O.C. 6„ MAX. TYP. FLANGED FRAME CI CWATInkl B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL] CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS FIGURE 1: PER ASTM E1300. GUIDE TO SHEETS: 12" O.C. 1 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. GENERAL NOTES ........................ 1 MAX. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS ................................ 1 RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS ....................... 2-5 PRESSURE. THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES .................. 2-5 12" O.C. THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, FLANGE ............. 6 MAX. / USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION, EQUAL -LEG....... INSTALLATION, INT. FIN A...........8 7- / SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION, INT. FIN B...........9 / FOR CORROSION RESISTANCE. CORNERASSEMBLY ................... 10 EXTRUSION PROFILES................10 6„ 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCO PARTS LIST...................................10 Mom, ULTRACON NOA; ELCO CRETEFLEX NON, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720t820 SERIES. CODES/STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 'ASTM E13DM9 °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION ®ALUMINUM DESIGN MANUAL, ADM-2015 :AISi S100.12 AISC 360.10 Type Description Sheet 1 7116"Lami(3/16'An-.090"PVB-3116"HS) 2 2 711V Lam! 3116' HS -.090" PVB -3116" HS) 3 3 1.1116'Lam!. IG 3/15"T-7116"Air -3/16"An-.090"PVB-3/16"HS) 2 4 1-1/16" Lam]. IG(3/16'T-7116"Air-3116',HS-.090'PVB-3l16"HS) 3 5 7/16"Lami 3/16"An-.090"SG-3/16"An) 4 6 7116" Lami 3/16" HS -.090" SG - 3/16" HS 5 7 1-1/16'Lami.IG(3116"T-7/16'AIr-3/16"An-.090"SG-3116"An) 4 8 1-0/16' Lami. IG 3116" T- 7/16" Air-3116" HS -.090" SG -3116" HS) 5 DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE & SMALL MISSILE SEE SHEETS 2.5 IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH -•-D,SHEET7 _' 61, MAX. C E. G. ._---_-- J 96" BUCK HEIGHT 93-1/4" VISIBLE LIGHT HEIGHT 5" MAX. J O.C. Ij I I �� F~ 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION "SG" ="KURARAY SENTRYGLAS` INTERLAYER" SY KURARAYAMERICA, INC. "PVB" = "KURARAY TROSIFOO PVB INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH -► 45-1/4" VISIBLE LIGHT WIDTH F. SHEET B -yl 2" MAX. H SHEET9 E. G 93-114" -------- VISIBLE LIGHT HEIGHT 96" i BUCK HEIGHT F, H I. MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. —WIDTH 1 Imo-- WIDTH WIDTH WIDTH I I T I TI S2 SR I TI I WIDTH I-- WIDTH --i WIDTH �-{ �+- WIDTH +{ } r--- --� -- I- Tr- Tr_ S2 I W x1l I x11 1 1 1L— —J r L J �- WIDTH d� �+ WIDTH �- WIDTH --{ �- WIDTH --1 r --- ---� Ti - Ti - - i TFL , . --- REVISED a ,vilh :he Florida. JR - 03/16/18 -UPDATED .. VALUES AND SIZES FOR .o GLASS TYPES 5-8. v SERIES NAME CHANGE TO m -7720A FROM 720. W z p No [1 'V Y cl) 0 ❑ a1a0 (7 N 2- OJ a r V) W x Ta N r n O J C3 F z W C) r x o z J Ta umn�Q p = UUo ®� W ❑ W — m t- . F LU r=9 0 'aN 9M0 W r- > > z o 5 J a W o � - Q J W ®m co z U) 1aaV5 O O F z 0 Q ❑ ? S z alo�5 Q o W w U z. LL U` a 1�Y LYNN/ _ / I- Vl 11 ^y 10NAL A LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+/-, psf) for Glass Type 1 L.ng Side, Ti to Ti in 68.7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-60 +/-80 -1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-60 +/�0 +1-80 33 +/-80 +/-60 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/.80 +/-80 35 +/-80 +1-80 +/-BO +1-80 +/-80 +/-60 +1.80 +/-80 +1-80 +/-79.8 +/-79.4 37 +/-BO +/-80 +/-80 +/-80 +1-80 +/.80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 39 +1-60 +/-80 +/-80 +/-80 +!-so +/-78.1 +/-752 +/-72.5 +/-70.3 +/-68.5 +/-65.3 41 +/-80 +h80 +1-BD +/-79.8 +1-77.2 +1-74.3 +/-71.3 +/•67.9 +/-65.1 r/-63.4 +/-61.6 n 43 +1-80 +/-80 _ +/-80 +/-77.4 +/•74.3 +1-71.3 +1-68.2 +/-64.7 +1-61.6 +1-59.8 +/-582 F 45 +1-80 +/-80 +1.78.9 +/-75.4 -1.72-1 +/-68.9 +1-65.6 +1-62.2 +/-59.7 +/-57.5 47 +l-DO +/-80 +/-77.2 +1-73.6 +/-70.1 +f-66.8 +/-63.5 +1-60.3 +fS7.7 F 49 +/-80 +/-79.3 +/-75.6 +/.71.9 +/-68.3 +/-64.9 +1-61.5 +1-58.2 m 51 +/-80 +1-77.5 +/-74.1 +/-70.3 +/-66.7 +1-63.1 -1-59.7 in 63 +1-79.1 +/-75.6 +/-72.4 +/-88.8 +1-65.1 +1-61.5 0 55 +/-77.4 +/-73.8 +/-70.5 +/-67.3 +/-53.5 in 57 +1-75.8 +/-72 +1-68.6 +/-65.3 59 +I-74.2 +/-70.3 +/-66.8 61 +1-72.7 +1-0.7 +1-65 63. +/-712 +/-67.1 65 +1-69.7 +1-65.5 67 +1-68.3 6e-718 +/-67 1) I IP-1 U-I IP UIMtNJIUNS SHUW N. FUK IN 1 tGKAL I -IN ANU tUUAL LtG VVINUUWS, JUTS I KAI:I 1" t•KUM I Ht I IP-1 U-1 IP UIMtNJIUN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - TCRI F 1- Window Design Pressure (+/-, psf) for Glass Type 3 Lon Side, Ti to TiP60 6B-718 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +1-60 +/-50 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 33 +1-BD +1-80 +/-SO +/-BO +/-80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-BO 35 +l•80 +1-80 +1.90 +/-80 +1-80 +/-80 +/-80 +/-BO +/-80 +/-80 +/-60 37 +/-80 +/.80 +/•80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-60 +/-80 +1-80 39 +1-80- +/-80 +1.80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-79A +1-76.4 +1-74.3 41 +/-80 +1-60 +1-80 +1-80 +/.80 +1-80 +1-60 +1-76.7 +/-73.5 +/-70.9 +/-69 - 43 +/-80 +1-BO +/-80 +/-80 +/-80 +/.80 +l-T7 +/-73.1 +1-69.6 +/-66.9 +1-652 F 45 +1.80 +1-80 +1-80 +l•80 +/-80 +/-77.8 +/-74.1 +1-70.3 +1-67.5 +/-63.9 S 47 " +/-SO +1.80 +/-BO +1-80 +1-79.2 +/-75.4 +/-71.7 W-6B.1- +/.65.1 ' F 49 +1-80 +1-60 +/-80 +h80 +1-772 +1-73.3 +1-69.5 +/-65.8 - 51 +/-80 +/-80 +/-80 +1-79.4 +/-75.3 +/-71.3 +1-67.5 N 53 +/-80 +/-80 +1.80 +/-77.7 +1-73.5 +1-69.5 +/-80 +1-80 +/-79.6 +1-76 +/-71.8 g55 57 +1-80 +1-80 +/-77.5 +1-73.8 ,o 59 +/-80 +/-79.4 +1-75.4 61 +/-80 +/-77.6 +/-73.5 63 +l-BO +/.75.8 65 +1-78.8 +1-74 67 1 +/-77.2 68.7/8 1 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG ININUUWS, SUHIKAU 1 1" FKUM IHt I IV-IU-UP UINI-WUN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116- LAMINATED Imo_ GLASS STACK 3116" ANNEALED EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6" HEAT STRENGTHENED GLASS GLASS SITE LONG SIDE -7- -� SHORT SIDE T I ` LONG SIDE ---�i 1 SHORT SIDE J- TABLE DIMENSIONS N1AY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1i16" NOM. GLASS STACK -:j:� 7l16" LAMINATED GLASS STACK 3116" HEAT 3116" TEMPERED GLASS 7/16" AIR SPAC EXTERIOR a GLASS TYPE 3 STRENGTHENED GLASS - 3/16" ANNEALED GLASS .090" PVB �INTERLAYER 5/8" GLASS BITE W SHORT SIDE LONG SIDE SHORT SIDE 1` PRODUCT REV 1SED rs :amplyiag with 11-4 Florida Building Code -kc-PE c 140 41 '•Tsa i W 6 y V N R 0 •nay r x p No O N o e O 3 alo0 O O m rn of r- z LL C) a F r x Z J 78 0 umo x s� ®� W O "EN 06f0 W f Z = Q W .-. co (9 p r > Z r oz OQV O WLL W -j m O J cV F¢" I114S ® U) Z W U) z = O 0 W o Z a alo�5 Z N w W S2 F- O X W li O O 1``\11j1 LYN l ll j'7, \\'t�`ONYGENgN�w�� No. 58705, = 8 fTE1W s 0NAL 0, •\• A LYNN MILLER, P.E. P.E.# SB705 TART G d- Window Design Pressure (+f-, psf) for Glass Types 2 8, 4 Lona Side, TiD to TI in - 68.7/8 73 77 81 85 89 93 97 101 105 1 110-1/2 113 117 121 125 129 133 137 141 145 31 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1.80 +/-80 +/-80 +/.80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 33 +/-so +/-80 +/.80 +/-60 +1-80 +1-80 +I-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +)-80 +1-80 +1-80 +1-80 +1-80 +/-80 35 +/-80 +/-60 +/-BO +)-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +)-80 37 +/-8D +/-80 +/-80 +/-BO +/-80 +/-80 +/-80 +1.80 +/.80 +/-80 +/-80 +/-60 +/-80 +/-BO +/-80 +/-8D 39 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/.8D +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 41 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-BO +f-80 +/-80 +/-80 +1.80 +/-BO 43 +/-80 +/-80 +1.80 +1-80 +/-80 +I-80 +/-80 +/.8D +/-80 +/-80 +/-80 1'_' 45 +/-80 +/-80 - +/-80 +/-80 +/-80 +1.80 +/-80 +/-80 +/-80 +1-90 S 47 +/.80 +/-80 1 80 +/-80 +/-80 +/-80 +/-80 +/-BO 49 r/-80 +l-SD 80 +/-80 +1-80 +1-80 +/-80 51 +/-80 +/-80 80 +/-80 +/-8D +1-8D ' N 53 +/-80 +/-80 -80 +/-80 +1-79.1 r 55 +/-80 +/-80 -80 +/-78.6 y 57 +/-80 +/-80 79.1 *+1-79.3 59 +/-80 +/-80 61 +/.80 +/-80 63 +/-80 +/-80 65 +/-80+/.80 67 +/-BO 68-718 +/-80 l) I IP-I U-TIP DIMENSIONS SHUWN. ]-UK IN I CURAL YIN ANU tUUAL LCG VYINUUINS, SUB I KAU 11- FKUM II -It I IP- I U• I IP UIMCIVSIUN IN I Kt I AULC I U UC I CKIVIIIVC I nC vYINu V vY JILC. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK .090"PVB INTERLAYER 3116" HEAT 3116" HEAT STRENGTHENED GLASS *—STRENGTHENED GLASS 4 11 518" GLASS BITE EXTERIOR a GLASS TYPE 2 1-1116". NOM. TABLE DIMENSIONS MAY 7/16° LAMINATED BE GLASS STACK ORIENTED VERTICALLY OR GLASS STACK I HORIZONTALLY AS SHOWN. 3/16"TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS SING DE 3/16"HEAT STRENGTHENED GLASS ts 7116" AIRSPACE .090" PVB INTERLAYER T 11 SHORT --In SIDE SHORT 5 I L 5/8" J— S ID I I GLASS SITE EXTERIOR a GLASS TYPE 4 f►— LONG SIDE �I SHORT {v SIDE Y I LONG SIDE `I SHORT —I SIDE PRODUCT REVISED ac wmplyim3 Ni"d! th8 Flnrtda Building Code _ __ NO CHANGES THIS SHEET. a W z c7 Y ❑ N nab O 71'o—o O C> 0 � z w 03 n mLU , 0`J C3 dh W Z @ u.xoiO ❑ Z `o c9 = LL� ¢ W ❑ F- Z ® ¢ C7 On1O W t` 7 a Z N O �Z 0)O CA U g J a m F- LL O co UW laa4c Z 0) F- p CO Z Q ❑ Z of alo5 o LL Z o W W Ire ~ U m0 WO oV LYN)y��'., No.58705 0O ��'., AT OFF "[ORION •'•G /NIIIA�LI\`` �`• A LYNN MILLER, P.E. P.E.0 58705 TA13LE 5: Window Design Pressure (+/-, psf) for Glass Type 5 Long Side, Ti b Ti in 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 37 30 +9D/-127.5 +90/-123.5 +901-121.7 +90/-119.8 +901.116.5 +90/-113.5 +901-111 +901-108.5 +80%108.3 +901-104.5 +901-104.5 +90/-104.5 39 6.1 +9D7-120 +901.114.5 +90/-1129 +90/-111 +901.107.5 +90%1D4.5 +901-101.7 +90/-89.5 +90/-97.7 +901-96.1 +901-94.6 +90/-94.1 41 0.1 +90/-113.5 +90%107.3 +901-105.2 +901-103 +901-100.5 +901-97.8 +901-94.9 +901-92 +1-89.6 +/-88 +/-86.5 +/-86 43 F6178 14.4 +901-107.5 +901-102.5 +90/-100.7 +901-98.6 +901-95.2 +90/-922 +1-89.1 +/-85.8 +143 +/•81.4 +/-80.4 +/-80.1 45 8.7 +901-102.5 +901-98.8 +901-97.1 +90/-94.9 +90/-91 +/-873 +/•84.1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6 47 4A +901-99.8 +901-95.7 +9D/-93.9 +901-91.0 +1.67.5 +/•83.6 +/.81 +1-78.9 +/-76.7 +/-74.7 +/-72.7 48 1.1 +90/-97 r901-92.8 +901-90.8 +/-68.5 t/-84.3 +/.81.2 +h78.5 +/-76.1 +1-73.9 +1-71.7 +/-69.6 +1-68.9 1= 51 8.1 +901-94.1 +901-90.1 +/-88.2 +f-85.7 +/-82 +/-79.1 +/-76.3 M-73.6 +1-71.2 +/-66.9 +/-66.8 +1-65.9 53 5.3 +B0/•81.1 +/•87.4 +/-85.6 +1.83.3 +/•80 +1-77 +1.74.1 +1-71.3 +1-681 . +1-66.3 +/-64 +1-63.2 FP8.314 +901-926 +1-88.2 +1-64.3 +1-829 +)-81.4+/-78.1 +/-74.9 +1-71.9 +1-69.1 +!-B6A +1-53.9 +/-61.B +1-61.2 a+/-89.8 +/-85.3 +1-81.8 +/-80.6 +1-79 +1.76.2 +7-73 +1-699 +1-66.9 +/-64.1 +/-81.9 +/-60.1 +/-87.1 +/•82.8 +1.79.7 +1-78.4 +/-76.8 +1-74 +/-71.1 +1-67.9 +/.64.8 +14i2.2 +/-60.3 +/-84.6 +/•80.8 +/-77.6 +1-76.2 N-74.6 H•71.7 +l•69 +1-65.9 +1.828 +/-60.0+/-B2.5 ./-78.9 +/-74.6 +1-73.2 +1-71A +/-88.4 +/-85.5 +1-829 +f-60.9 +1-80.7 M-77 +i-73.6 +1-72.2 +1-70.4 +1-67.3 +1-64.4 +1-62 +/-79 +1-75.3 +1-71.7 +1-70.2 +1-88A +/-65.2 +I-6Z4 N-77.3 +/-73.6 +/-70 +/-68.5 +/-66.8 +1-63.3 +/.81.1 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +1-62.9 +/-60.5 +1-70 +/-66.5 +/-63.2 +/-61.8 +/-68.5 +/-64.8 +1-91.9 +/.60.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE6: Window Design Pressure (+/-, psf) for Glass Type 7 Long Side in 68.7/e 1 73 77 1 78-T4 B7 85 89 93R-m 101 105 109 110-112 31 +901.130 +90I-130 +90/-130 +901-130 +901.130 +901-130 +9D/-130 +901.13030 +901-130 +901-130 +90/-130 +901-130 33 +901-130 +90/•130 +901-130 +90/-130 .9D/A30 +901.130 +90f-130 +901-13030 +901-130 +901-130 +90/-130 +901-130 35 +90I-130 +901-130 +901-130 +90/•130 .901-130 +g0/_130 +90/-130 +90/-13030 +90/-130 +90'-130 +90/-130 +901-130 37 +90/-130 +-1-130 +901.130 +901-130 +901-130 +90/-130 +WI-128.3 +901-M.42.8 +901.120.1 +9D/•118.1 .901-118.1 +90/-118.1 39 +901-130 +901-13D +90/-129.4 +90/-127.5 +901-125.4 -901.121.6 +901-118.1 +90/-114.91Z5 +90/-110.4 +90/-10B.6 +901.106.9 +80f-106.3 41 +901-130 +90f•128.3 +90/-121.2 +901-118.9 +90/.116.4 +80/-113.6 .90/-110.5 +901-107.23.9 +901-101.3 +90/-99A +90/-87.7 +901-97.1 43 +901-129.3 +901-121.5 +90/-115.8 +90/-113.8 +90f-111.4 +901-1P7.5 •901-104.2 +90/-100.697 +90/•93.8 +901-92 +901-90.9 +901-90.5 45 +901.122A +901.115.8 +901-111.0 +901.109.7 +9D/-107.3 -901-102.8 +901-98.7 +901.95 2.3 +901-90.1 +/-37.9 +801-85.9 +80/-85.447 +901.118 +90/-1127 +901-108.1 +911006.1 +90/-103.5 +9D1-98.8 +901.94.4 +901.91.5.1 +1-88.7 +801-84.4 +801-82.1 +801-81.3 0 49 +807-114.2 +901-109.8 +9of. 104.8 +901.102.7 +BO/-100 +90%95.3 +90f-91.8 +/-BB.7 +/•88 *80/•83.5 !- 1 .BO 8 . -78. / 7 +/-77.8 51 + 901-110.B +901-108.3 +901-101.8 +90/•99.6 . 1- 90 96.8 +9D1-92.7 +l- 89.3 +/- 6.2 8 +80/-63.2 +801-00.5 +/-77.9 +/-75.4 +/-74.6 i0 53 +901-107.7 +901-102.9 +901-98.7 +901.96.7 +90/-34.1 4 ./-87 +801-83.7 +soi-80.6 +/-77.7 +/-74.9 +1-723 +/-71.4 55 +901.104.5 +901.99.6 +901-95.3 +90/-93.7 +901-91.9 +801.54.5 +60/-81.3 +/-78A +1-75.1 +/-722 +/.69.8 .1-69.1 rh 57 +90/-101.5 +90/-98.4 +90f-925 +901-91 +1-89.3 1 +80/-92.4 +I.7B.9 +/-75.6 +1-72.5 +1.69.9 +1-67.9 59 +901-98.5 t90/•93.5 +/•90 +1-811.5 +801-BB.B6 +801-80.3 +1-76.7 +/-73.3 +1-7D.3 +/-66.2 61 +90/•956 +901.91.3 +1-97.7 +801-882 +80/•64.3 K-/7938374 +1-77.9 +1-74.5 +1-71 +/-88.7 63 +90/-922 +1-88.1 +801-84.3 +80/-82.7 +801.80.7 +/-74 +1-71 +1-68.B 65 +901-91.2 +/•B7 +801.83.2 +801-81.6 +/-79.8' +/•72.8 +1-70 67 +/-89.3 +801-95 +601-81 -1.79.4 +1-77.3 +/-70.5 68-718 +1-87.3 +80/-6_3 *1-79.1 N•77.4 +/-75.2 +1-71.8 +1-89 73 +80/-83.2 +l•79.4 +7-75.1 +I-73.2 +f-68.4 77 +/-79.1 .1-75.1 +1-71.6 1 +/•69.8 76-3/4 +1%7714 +/-73.2 +1-89.9 +!•68.8 1) 11P- I U- I IP UIMENUIUNS St1UVVN. FUK IN I tUKAL YIN ANU CLIUAL LLU VVINUUV 0, bUU I I- I - rnuwi I nC I jr, u-1 it UINI[:NJIun1 - 1 nc TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK .090" SG INTERLAYER 3116" ANNEALED GLASS 3f16"ANNEALED GLASS 4 11 518" GLASS BITE I®--- LONG SIDE 1-2 EXTERIOR SHORT SIDE a20 13 GLASS TYPE 5 Imo- LONG SIDE �I T- SHORT SIDE I - TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. GLASS STACK 7N6"LAMINATED // GLASS STACK w 3116" TEMPERED GLASS 3/16" ANNEALED GLASS 3116" ANNEALED GLASS 711 .090" SG INTERLAYER SHORT SIDE 4SPAGE_, 5/8" GLASS BITE LONG �� SIDE EXTE3 GLASS TYPE 7 SHORT II -I SIDE t� I PRODUCT' REVISED n9 DC"03dD8 with tho Ffvrr.ID BugdlDg Code tea_c.22. JR - 03116/18 - UPDATED .. VALUES AND SIZES. W Z rq Y ❑ ❑ �a V O = D/D0 U' N OIt W to IY 40V t-- 0 J O Z IL a ti r = Z J FB u mDiO O Sc U U a o c9 ®1-� W ❑ F Z Q S Q 0 (� DN Jh10 W .-. > v i z c7 0 O Z CA p Q 5 -j o Q � ® m U) Z_ W off laa4c 3:W z Z a e/DD5 o N I.-:z cc w 0 W C7 O Jf W E ❑ 0. LYN/(////'' i �� •.• CICENSF �'•. ��'� No.58705 TIC = �� •.Q S ' q tF� • . �� i OT� �'•.FCORIDP.•'•• \_�� 3 0!N1�AL 1E�G A LYNN fv�ILLER, P.E. P.E.# 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (In) 68-718 1 73 77 78-3/4 81 85 89 93 97 101 1 105 109 110-112 113 117 121 125 129 137 145 31 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/430 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/430 33 +W/-130 +901-130 +901-130 +901-130 +90/430 +90/-130 +90/430 +90/-130 +901-130 +901-130 +90/430 +901-130 +901-130 +901-130 +90)-130 +901-130 +90/430 +90/-130 +90/430 +901-130 35 +901-130 +901-130 +901-130 +90/430 +901.130 +901-130 +901-130 +90/430 +9D/-130 +901-130 +90/-130 +90/-130 +90/430 +90/430 +90/-130 +901-130 +SW-130 +901-130 +801-110 +601-110 37 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/430 +90/430 +901-130 +901-130 +90/430 +90/-130 +901-130 +901-130 +9D1-130 +901-130 +90/-130 +90%130 +801-110 +801-110 39 +901-130 +901-130 +901-130 +90/430 +901-130 +901-130 +90/430 +90%130 +901-130 +90/430 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +80/410 +801-110 +1301-110 +90/- 110 41 1 +901-130 +901-130 -+901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90%130 +801-110 +801-110 +30)-110 +BOI-110 +801-110 +801-110 43 +901-130 +90%130 +901430 +901-130 +901430 +90/-130 +901-130 +901-130 +90/-130 +901-130 +931-130 +901-13D +90/-130 +801-110 +80/-110 +80'-110 +80/-110 +801-110 +801-110 ' +801-110 - 45 v +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +60/-110 47 +901-130 +901-130 +90/-130 +911'-130 +90%13D +901-130 +901-130 +901-130 +901-130 +901-130 +8O/-110 +80/-110 1 +80/-110 +801-110 +80/-110 1 +801-110 +801-110 +801-110 0 49 +901-130 +901-130 +901-130 +90/430 +90%130 +901-130 +901-130 +90)-130 +901-130 +801-110 +801-110 +80/-110 1 +801-110 +80/-110 +801-110 +80/-110 +801-110 n 51 +901-130 1 +9D/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +89,4/-128. +80/-110 +801-110 +80F110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 1= 53 +901-130 +90/-130 +90/-130 +90/-13D +901.130 +901-130 +88.81-128.1 +80/410 +8(/-110 +801-110 +80/-110 +801-110 +801-110 +BD1-110 +801-110 v 55 +901-130 +901-130 +901-130 +9p)-130 +901-130 +8814128.1 +901-110 +801-110 +80/-110 +80/-110 +801-110 +130/-110 +801-110 +801-110 rn 57 +901-130 +901-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 t 59 +901-130 +9D/-130 +901.130 +89.51-129.1 +801-110 +001-110 +801-110 +80)-110 +801-110 +801-110 +80/-110 In 61 +901-130 +90/-130 +89.61-129. +801-110 +80/410 +80/-110 +801-110 +8D)-110 +801.110 +80/-110 63 +901-130 +901-130 +801-110 +801-110 +801.110 +801-110 +801-110 +80%110 +801-110 65 +901-130 +901-130 +801-110 +801-110 1 +801.110 +801-110 +801-110 +801-110 67 +901-130 +801-110 _+601-110 +80/-110 1 +80/-110 +801-110 +801-110 68-7/8 +90/-130 +801-110 +801-110 +80/-110 +60/-110 +BOL110 +80/-110 73 +00/-110 +80/-110 +80/-110 +801-110 +BDI.110 +SDI-110 77 +801-110 +801-110 +80/-110 +801-110 78.3/4 +801A10 - +801-110 1 +80/-110 1 +801-110 1) I IF -I U- I IF UINICNSIUNS SHUVVN. I -UK IN I tGKAL YIN ANU tUUAL LEIi WINUUWS, SUb I KAU 11" I•KUM I Ht I It -I U-I IY UIMtNWUN IN I Ht IAbLt IU Ut I tKMINt I Kt WINUUW SILL. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WRHIN. 1-1116" NOM. 7/1B" LAMINATED GLASS STACK �J 7/16" LAMINATED GLASS STACK I GLASS STACK .090" SG INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3116" HEAT 3116" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .09D" SG INTERLAYER q 11 � 11 s GLASS BITE I I GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE Imo— LONG SIDE SHORT Y SIDE y 'I SHORT 1 —1 SIDE T I— LONG SIDE �I 1 SHORT �v SIDE 1 LONG SIDE I —f SHORT I— '1 SIDE JR - 03/16/18 - UPDATED .. VALUES AND SIZES. s , � LLI z Y � Oo .� 0 a)o0 U` N I.w M u of N 0 J C) i In IL Z u mw0 Z U' o c) ®� J Q 'oN 9M0 F Z co ¢ Z) (9 Q Uj o O Z (q ULL ¢� _3 DD O ll J Q F )aa45 m 0) Z LU 0C x zC 0 /n Z Q z III s Q o o ° w V WW z iz o 1 n. NICEN,gN'i�� No. 58705 ��0, . sw 4V�: i (O FCORIOP•.•' x� i tS . G s � IONAI- 1E . A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP - EDGE OR FRAMING, SEE �I DISTANCE NOTE 2, THIS SHEET INSTALLATION —� TYPE A — WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" 5 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT SEE TABLE 8, THIS SHEET EMBEDMENT E WOOD THISBUCKSTRIP,SHEET v o 1/4• MAX SEE NOTE 2, THIS SHEET EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE EDGE SEE TABLE 8, THIS SHEET DISTANCE DISTANCE1/4"6 ) SHIM MAX i �_ n SHIM USED FORALL SIDES OF " ARCHITECTURAL 11 SHAPES @ 11-7/8" EXTERIOR O.C. MAX. ° CONCRETE/CMU 4 11 PER ANCHOR VISIBLE LIGHT WIDTH= 5 REQUIREMENT WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PERANCHOR REQUIREMENT INSTALLATION HORIZONTAL SECTION A -A METHOD D TABLE A. 1/4" MAX. SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS(G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE B,THIS SHEET �1/4" MAX SHIM I 1X WOOD BUCKSTRIP, 1 SEE NOTE 2, THIS SHEET T CONCRETEPER EMBEDMENT ANCHOR s ° REQUIREMENT INSTALLATION �— EDGE TYP. ANCHOR TYPE, EMBEDMENT TYPE B DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B INSTALLATION NOTES Anchor SubstrateMin. Edge Dislance Min. Embedment Max O.C. S acin #12 or #14 410 SS Screw Southern Pine SG-0.55 9116" 1-3/8" 12, Aluminum 60, T5 min. 3/8" 0.063" • 12" A36 Steel 3/8" 0.063" ` 12" Steel Stud Gr. 33 min. 318" 0.045" 16 Gal 17' #12 or #14 Steel Screw (G5) Southern Pine S(3-0.5 9/16" 1-3I8" 12" Alunvnum 6063-T5 min. 3/8" 0my, 17' A36 Steel 3/8" 0.063" • 12" Steel Stud Gr. 33 min. 318" 0.045" 18 Ga ' 12" 1/4" 410 SS CreteFlex Un routed CMU. ASTM C-90 2-1/2" 1-1/4" 12". Concrete (min. 3.35 ksi) 1" 1-314" 12" 1/4" Steel Ultracon Concrete frnin. 2.85 ksi 1" 1-314" 17, Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Un routed CMU ASTM C-90 2-1/2' 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-114" 1-3/4" 12" 1 Grouted CMU. (ASTM C-90 2-1/Z' 1-314" 12' 'MIN. UI- 3 I HKtAUb tltT UNU I Ht Mt I AL bUbb I KA It. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Mn. F. Steel Screw 120 ksi 410 Screw 110 ksi Elco Ultracon® 177 ksi 410 SS Elco CreteFlex01 W127.4 189.7 ksi 6063-T5 Aluminum 22 ksi A36 Steel 58 ksi Gr. 33 Steel Shed 45 ksi as complying w8h an Flaida Building Code , — ` A a NO CHANGES THIS SHEET. c W z M Y O ri rV j nay o 0 F 70 O rq o aloa p F w JO U) ti J C) aw z IL r i o c9 Z J W "a umoi0 p = UU6 9 ILL, Z co _ ¢ =) b 'ON Dma W .-. n > Z O O V g LL O Q z O CD m ® N y Z Iaa45 a O J H Fes-• Z Q O Z Z '12's LL O Z W c3 W U O X Z Q LL LL LL \1I1nIIrll/� 6,0` LYNN2j'''. i ' i��` ''.,FLORID?`. •' r•\�� Ss/ONAt 1�N�`• A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE E EXTERIOR a I WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 1 EMBEDMENT �L EDGE DISTANCE �1/4� "MAX T -(Z I SHIM 4 INSTALLATION TYPE G °----�I--• EMBEDMENT wl 114" MAX SHIM 6 USED FOR ALL SIDES OF ARCHITECTURAL •• SHAPES @ 11-7/8' O.C. MAX. CONCRETEICMU PERANCHOR REQUIREMENT INSTALLATION TYPE H id IM" MAX. SHIM 9 IXTERIOR STEEL SELF -DRILLING aSMS (G5), SEE TABLE eg, THIS SHEET MIAMkDADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ I 4 .b 11 I _ VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH-2.3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE • 0 1 CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. 5 acin #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-318" 12" Aluminum 6063-T5 min. 3/8" 0.063" 12" A36 Steel 318" 0.063"' 12" Steel Stud Gr. 33 min. 3/8" 0.046' 18 Ga ' 12" #12 or #14 Steel Screw (G5) Southem Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 60 M min. 3f8" 0.063" • 12" A36 Steel 3/8" 0.063"' 12" Steel Stud Gr. 33 min. 3/8" 0.046' 18 Go 12" 7/4" 410 SS CreteFlex Un routed CMU, ASTM C•90 2-1/2" 1-1/4" 12" Concrete rrun. 3.35 ksi) 1" 13/4" 12" 1/4" Steel Ultracon Concrete min. 285 ksi 1" 1-34, 12" Concrete min. 2.85 ksi 2-1/2" 1-318" 12" Un routed CMU, (ASTM C-90 2-1/2" 1.1/4" 12" 5116" Steel Ukracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12, Grouted CMU ASTM C-90 2-1/2" 1-314" 12" - MIN. OF 3 THREADS BEYUNU I HE METAL SUt35TKATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. r-•114" MAX SHIM INSTALLATION NOTES: } 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. I SEE NOTE 2, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL CONCRETE PER THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY ,' AUTHORITY HAVING JURISDICTION. INSTALLATION EDGE TYPE F I_ TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Mn. Fy Min. F" Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Bco UltraCon(D 155 ksi 177 ksi 410 SS Boo CreteFle)O 127A ksi 189.7 ksi 6063-T5 Alun'inum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 kst PRODUCT REVISED s complying wish the Florida Building Cole tea- �e y NO CHANGES THIS SHEET. c W i > w rn Y ❑ r ❑ y O W N a1o0 UIS pN U' 2- M R Z LL ay n= Z •rg u no4 O 2 W r S O .J LU Ur)o uR ❑ 'oN onto LLI = q F--' Z Lb p ti> > Z U g z O o J Q -j n laa4S ® m Z Fa-- rn N z O ? Z. W aloes O �: J 0 w ❑ ¢ r` Izz U 1L— W i :1 No. 58705 '•t O '� srAIN'F F P �'17,,`S, TONAL 0 •`• A, LYNN MILLER, RE, P.E.# 53705 , f TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT DR FRAMING, SEE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET EDGE INSTALLATION DISTANCE I I —TYPE I ci 1/4" MAX FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K EDGE GLASS TYPES 5-8. (SG INTERLAYER). DISTANCE -y im" MAX EDGE DISTANCE —v-I ��IIII SHIM O 2X WOOD SUCYSTRIP 2X WOOD BUCKSTRIP O OR FRAMING, SEE OR FRAMING, SEE NOTE 2 THIS SHEET — EMBEDMENT 12 USED FORALL SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-7/8" 29 O.C. MAX. WINDOW INSTALLATION BUCK HEIGHT io; 1/4" MAX. SHIM VISIBLE LIGHT HEIGHT = WINDOW STEEL SELF -DRILLING • BUCK SMS (G5), SEE TABLE HEIGHT- 10, THIS SHEET 2-3/4" MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 21 g 2X WOOD BUCKSTRIP SHEET j OR FRAMING SEE E 2, 6 — I — - /——1l144"" IMAM. SHIM INSTALLATION TYPE J 7� EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND f .. Fl`. wh Buitdia CCodeEDGE AcFt•�-� j'10 1� "Q1 DISTANCE PER SUBSTRATE, E :�aBan Date Z`�° B SEE TABLE 10. THIS SHEET By ivii. Ti ade Produtf Co>dr . 3 EMBEDMENT NO CHANGES THIS SHEET.' 11 z EXTERIOR 4 VISIBLE LIGHT WIDTH = W z m `L ❑ WINDOW BUCKWIDTH-2-3/4" > y a � 73N WINDOW BUCK WIDTH Ofw p yo 4 O Lo ate° HORIZONTAL SECTION E-E v = w W 04 0 c7 ¢ W n O 1 CDy U C11 Z ❑ Z 2 c I L) U o W ❑ TABLE 10: m W — n F- Z V � ¢ 0 (, 'ON eM0 Anchor Substrate Min. Edge Distan e Max O.C. S acin 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5116" 5" 2-1/2" x .131" Cornrnon Nall Southern Pine SG=0.55 318" 5" 2-1/2" x.145" Roofing Nail Southern Pine SG=0.55 318" S. #10 x 1" Steel Screw (G5)' Southern Pine SG=0.55 1/2" 5" 0.093" Alurrinu 6063-T5 rrn. 5116, 5" 1/16" A36 Steel 5116" 5" 0.045" 18 Ga Steel Stud Gr. 33 1 5116" 1 5" W n> a r z azm g O o g o fo � U) to Iaa45 km O FN- ❑ 9 9aZ MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL Z Q 15 O F Qp 0 X 7 S INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 6063-75 Aluminum 16 ksl 22 ksi A36 Steel 36 ksl 58 ksl Gr. 33 Stefd -- - Ilk 1 19, , ``111u LYNlllrr///� N MQ'/,, N0.58705 tJ c_ ONA� A LYNN MILLER, P.E.P.E.ff 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-314" INSTALLATION TYPE NT � T TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET + " ENT --L1 /4" MAX SHIM FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVE INSTALLATION TYPE INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8. (SG INTERLAYER). EMBEDMENT -� r-- 1/4" MAY. SHIM INSTALLATION =EMBEDMENT TYPE N J� I WOOD BUCKSTRIP, SEE U 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/6' D.C. MAX. I INSTALLATION TYPE O EXTERIOR 114" a SHIM SHIM 1 STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET VISIBLE LIGHT WIDTH = _ I WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G J EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR V Anchor Substrate Mn. Edge Distance Min. Embedment Max O.C. S cin #12 or #14 410 SS Screw Sauthem Pine SG=0.5 9/16" 1-318" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" ` 6.2" A36 Steel 3/8" 0.A • B Steel Stud Gr. 33 rrin. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.5 9/16" 1-3/8" 6.2" Alumnum 6053-T5 min. 3/8" 0.063" ` 6.2" A36 Steel 3/8" 0.06Y ` 6.2" Steel Stud Gr. 33 min. 318" 0.045' 18 Ga 6.2" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Uttracon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-318" Un routed CMU ASTM C 9D 2-1l2" 1-1/4" 5/16" Seel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-34' Grouted CMU ASTM C-90 2-112" 1-3/4" 11.6" MAX SHIM �1/4" 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. " • •^ 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". 1X WOOD • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID'CONCRETE. WOOD BUCKS DEPICTED AS "2X"ARE CONCRETE/CMU 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PERANCHOR EDGE APPROVED BYAUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOWFRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Materlal Mm Fy mm F. Steel se'. 92 ksl 120 ksl 410 Screw 90 ksi 110 ksi Eko UtreCon® 155 ksi 177 ksi 410 SS Eloo CretOFlex® 127.4 ksi 189.7 ksi 6063-TS Aluminum 16 W 22 W A36 Steel 36 hi 58 ksi Or. 33 Steel Skd 33 ksi 45 Ysi PRODUCT REVISED ns eamp2ji s with tits Fko id - Code Acctip�mce T10 Espwcttian 7Yete J� ay Miami ode PmdOct Coen' NO CHANGES THIS SHEET. LU M X ❑ z � c O O N z oleo 0 N Om LU J O a tin Z F n ZU- (2 r i LU uMo�O o c0 W UUo ®� ❑ LU - ao oN z v ` C) ama W .-. O > z C> LL Z O s J CD U) ® N laayc x z O m F = O ¢ Z ❑ aloes Z 0 1 �if) o W ❑ z O X Z LL LL Oa ap!1 �asa0 saua! 'will LYN/y� �. ��?.•''CtCENSF •''�C�� * ; No. 58705 , `9 �• � � I ,0•. � �� •'.,FLORID?.. •'G��: tS �NA1-lilt 1�C;`� A LYNN MILLER, P.E. P.E.# SS705 TABLE 12: Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 1 Installation Fastener Cover Alum. 6063 T5 66 1 4224 lInstallation Fastener Cover for Curves Rigid PVC a 4257 7116' Lam!. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 1 TP24718 jVinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K 1 Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116' x 1-3/37' x 4" Neoprene, Duro. 85 +/-1 29 . 76X1 14FPD #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel KommefingKadispace4SGTPS See this Sheet for Materials Quanex Super Spacer nXF K76 Quanex Duraseal Spacer Cardinal XL Edge Spacer - � I ALL CORNERS TO j • USE GASKET I AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90"CORNER FRAME ASSEMBLY EXTERIOR EQUAL -LEG FRAME �_FLANGEFRAME 2.764" 2.784" 2.784" 094" — .094" —il I+� .4 i•�— .09'r —�I I- — 1 .074"' r 062" .074'. 062" .074" 062 f 1 1.375" 1.375"I II .875" .438' 500" .438" + .500" 438" 1.000"— � I I - --77-- 7- .500" .050"so.aos- +-�f�'�-- .050,,.0.006• q 1 I 1.126' .077" It OFLANGE FRAME OEQUAL-LEG FRAME y J O3 FIN FRAME 1 I� .97�0" LN�-- �1 .346" '1.037" r .970" bl�II I�I .346„ .875" .87 8j5�1, �I �� .050_II—.050" .050+ .050'. 71iI" .059' G. GLASS O G/LASS BEADING O BEADING GLASS 6a FASTENERI ICOVER 08 FGLASOR SBEACURVLING O ORDING CURVES HOT -MELT ALUMINUM DESICCANT FILL a). CONE BUTYL POLYISOBUTYLENE STRUCTURAL REINFORCEMENT SFWINT.GLASS 5116" NOM. POLYISO-1/4" NOM. ^3/16" NOM. ILICONE BUTYLENE WITHSTRUCTURAL BUTYL & 5/16" NOM.EAL DESICCANTSILICONE DESICCANT ROLL-FORM FOAM WITH FOAM STAINLESS STE EXT. GLASS DESICCANT EXT.GLASS EXT.GLASS EXT.GLASS T. GLASS INT. GLASS INT. GLASS KOD75 4SGITPS CE 76 NXTE SPACER® OSPACERR 78 SPACERS ANGLED/CURVED FRAME ASSEMBLY WL-LEGFRAME FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS 121 (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTATALL CORNERS ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FIN FRAMES ANGLEDICURVED FRAME ASSEMBLY 90"CORNER FRAME ASSEMBLY EXTERIOR EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS D :ODUCT REVISED _.plyi%with th- Flo ida ffldlas C d. sanlaewe Nv is— I 451 - NO CHANGES THIS SHEET. � ti M Y ❑ v O } to o aloc O o 00 O� m z w a w (IfN {� O LL o LL � z a, 4a ❑ Z o w WU So z V _ ¢ ON w 17 0 w omc n 0z v' 0 O O 11 U O J ~ z z 2 p ®� m z Z laay z r O co ❑ aloo! oLU ~ w 0 ❑ U x m ``111111111!//// i ` �roN� NI.... No. 58705'•:. .p ST TE OF A. LY�Itllf(1ILL, P.E. P.E.Y. 58705