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Home My WebLink AboutNOARECEIVED JAN 18 2019 C ST. Lucie County, Permitting_ MIAnu-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ovleconomy PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County 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 "PW7720A" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12113, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant W 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# 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.18-0430.05 Expiration Date: February 14, 2024 Approval Date: August 23, 2018 8�l3�i8 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 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, Duraseal' spacer system, Super Spacer' NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, YM-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA 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 NOANo. 03-110S.01) Manuel a .E. Product Control a ner NOA No.18- 0.05 Expiration Date: February19,2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 61h 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 II 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 E RS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per X. Product Control E a er NOA 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 50' Edition (2014) and FBC 6" 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 11109116, 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 NOA No.13-0502.03) 6. Laboratory compliance letter for 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) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to POT Industries for their 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 Pere, y Product Control Ex ' er NOA No. 18-0430.05 Expiration Date: February19, 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 6th Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tb 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. YCI 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 10/1 and expiring on 02/19/19. -Manuel Pere roduct Control Exa NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY MN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), y 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS MOVE 30 IN THE fAl . WE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MWA-0ADE COUNTY, USE ONLY MAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. MI PER _ MCHORTYPE. 4) ALL MOD BUCKS LESS THAN 1-I2 THICKARE TO BE CONSIDERED A 1XINSTALLATIONS, I X MOD BUCKS ARE OPTIONAL IF UNIT IS SHEE e INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X IL ARE 1-10'THICK OR GREATER, IX AND 2K BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. MOD 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 MATERUIL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHOR& OF SUFFICIENT EMBEDMENT. NARROWJOINT 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 OTHERSAND IS BEYOND THE ' SCOPE OF THESE INSTRUCTIONS, I 1 6) MAX. V4' SHIMS ME REQUIRED AT EACH ANCHOR LOCATION - WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOAFS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LCADS 6-12'MAX IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURE6: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAV CYCLE TEST PRESSURE, FRAMEANALYSISMp GLASS PER ASTM E1300. C. DESIGN LOADS ME RASED ON ALLOWABLE STRESS DESIGN, ASO. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1TJ%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 WE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9)REFERENCES: TEST REPORTS FTL-3035. 3050. 7212& 18.7763; ELCO ULTRACON NOD: ELCO CRETEFLEX NOA;MSVAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUM.. T 10) THE 7720A SERIES WAS FORMERLY CALLED THE n(YRZB SERIES. CODES ) STANDARDS USED: 02011 FLORIDA BUILDING CODE (FBC), STH EDITION .ASTM El300-09 aMSVAF&PA NDS-2015 FOR MOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM, 015 •AISIS10D12 4AISC8 10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 LARGE &SMALL MISSILE IMPACT RESISTANCE 49"TIP-TO-TIP - 4WBUCKMDTH TH WI 40-BUCKDTII - 45.1/4'VISIBLE 4S1/4'VISIBLE LIGHTWID1H UGHTWIOTH —{ SUCK SHEET] C G. SF HEIGHT 4 I 96- BUCK LL r-----'— HEIGHT 4'LE tPMAX. 9114E T O.C. I VISIBLE LA R T LIGHT eT i / HEIGHT TIP -TO TIP I 5"ARM. HEIGHT O.C. i 6' I 12� J MAX. '+0 —^{ F— 12" MAK D.C. 2' MAX. TYP. FLANGED FRAME ELEVATION ELEVATIONS....... ..... .................... 1 GLAZING DETAILS ...... ....... .......... 25 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE.............6 INSTALLATION, EQU%LEG.......7 INSTALLATION, INT. FIN A..........8 INSTALLATION, INT. FIN 8...........8 CORNERASSEMBLY ................... f0 EXTRUSION PROFILES................10 PARTS UST ................................... 10 ABLE I. TYP. EQUAL -LEG FRAME ELEVATION 45'BUCKWIOTII r LIGH°VISIBLE �F,SHMTB YMNL H SHFFTA 44— 93AW VISIBLE LIGHT HEIGHT 96' BUCK HEIGHT —F,H s MAIL. oc. TYP. FIN FRAME ELEVATION FIGURE 1: 12'O.C. SHAPEMDO ASSHOWN BELOW PRESSURES FORTHR, MY T LOCKSI SED IE FROMTHET SHAPEUESO I ABLOCK SHEETS2 MAX. ANCHOR SPACING GTOB PRESBU FRONIC RIVE SAND 12iE FROM TNETABLCURVEDFRAME . 1 MEMBERSP SEE GURE 1 B'MASHEET. CORNERS AN012'O.O MAX.FORALLCURVED FRAME MEMBERS, SEE FIGURE I; THIS SHEET. 12' O.C. MAX, jj. MM. v Type Oew". S kM 1 7116'I 1B'AB-.090'PVB-X15-HS 2 2 ffi'HS-.D90'PVB-M16•NS ]/111V 3 3 UV WIVT-7It6'Ar-3116•An-.000'PVB-w10•HS 1-t118'LemLro 2 4 1-tli6'LAmi, IG M18'T4I1-BEAT-3D8'HS-.090'PVB-3118'HS 3 5 L18-lami 18'AO-.DBO'SG-W18'An 4 0 5 i 1-111TeMM16•HS- T- 711 Alf-W6. 14116E L M18'T-i/16'Alr-3116'An-.090'BG-118'An 4 0 LIG f-1116'LemL IG 5 'SG'-"KURARAY BENTRYGLAS® INTERIAYEW BY KURARAYANEMCA, INC. "PVB' =°KIIMRAY TROSIFOL® PVB INTERLAYER" BY KURARAYAMERICA, WC. I --NOW TT--- I 11 101 I r—WDTI1� TM I---W4DTx--1 z 1 WIDTH 1--WIDTH+{ F—WOW'I r r— , T� T� a T I I I 1 iL J 1L_ J LMDTH —{ ♦— NOW -� � WIDTH +{ T T0—— TT- , i IJ0 1 11L J H WIDTH --{ I-- WDTH —i I— WIDTH—{ Tr— T1 — 1 11 T�--- J%A J 11 I 1 W U M Y 0 > a 0 9 0 0 N y 0LL8 z FB • w Ps d b `2 2 Wj $ UUd oyy W ❑ FZ!� �a aN OMO �Z� 0 p O o 5 Q j W ED W O '8i ®& ry Z N IaaeS g o Q Z Z alw5 o � q Q o Ul W W Z X W L W D spit 'a eua5 Window Design Pressure (+l-, psf) for Glass Type, Lame50 b n BSTIB n T] et I 85 89 0 1 91 101 IDS 1/612 31 +F80 .143 .140 I /A 1 +/40 H-00 +/ 0 I H-00 H-BO H A0 n +/ 1 N43 HAOI f-re I .140 +1-80 H40 I /-W +F80 H-80 HAD 35 rlAO N40 +140 I l-W 1 ./-60 N� HAO H-00 +!-W H-T8.8 +1-79.4 w NAO H40 W40 H-8) - HAD rI40 rl- .] a/45.1 +/- .4 H• .2 39 .FED H40 N40 N40 N8p H-T8.1 +I-752 +1-T2.5 +1-70.3 N48.5 ./A0.3 d +140 H40 NAO N-T0.8 +1- .2 .1-T4.3 .F 1.9 .141.9 a 431 .4 +/41.8 0 +F80 .IAU .140 +1.]T.4 H-T4.3 N-T1.3 +F 12 +F&.] 041A H-595 a1-982 F 45 HAO N4D +1-]89 +l-TS4 N-12. N48S +I.6.58 +/422 N59.2 +1•67.5 9 47 HAD +F80 0-TT] H•T38 H-T0.1 N48.8 +F83.5 H-W.3 +1ST.] F 49 .F80 +1-79.3 +l-n.e +1-71.8 N483 N44.9 .1411.5 +1402 51 +/-& H-77S aFT4.1 N-T0.3 N{dT .1- 1 +1-',&.7 0 4-711 +l-T5.6 +1-T2.4 HA0.8 +/A5.1 N41.5 L S -TT4 N-nB +FT05 +14T.3 +/A9.5 Y 6T N•T5.8 N-n +I-60A N45.3 01 H-T2] H4ST HAS 85 r/59.] +145.5 B/ .483 �1R HA] THE TAD-TIPDIMENJIONS TH W NDOWSlttifULL Ymnnv tuwu m�fwinuuwp, oua, nne, rnvm me u�-nlur vu.�.m... .. 2)IETABLETOOT SH MINE MEND UPT SRE AninE 3) FOR SIZES N CTURAL N, ROUND UPTO ME NEKTAVAILASLE W SIMI R LONG DIMENSION. 3) WlETE YWWTPI WINDOWS, FIND MESMALLESTWINDOW SIZEW META&.EABOVE WHICMMEOVERALL DIMENSIONS COMMETELY FRWIMIN. Window Design Pressure (+1-, psf) for Glass Type 3 S T bl n M710 n TT 81 85 re 1 0 w 101 1 IDS H0-1R 31 +F83 HAO N40 +I40 +m +/40 .143 N40 40 N40 m +F00 HAD +140 y.ep +14] N-& N40 +I.60 40 N49 35 •I40 N-w .LAB +/40 .140 +140 440 +/AO 43 H40 3T +140 /- o +140 /- +/40 N-W NAD N-33 +IAO 39 +/40 HAO ./AO +1.80 +F& a140 .140 N40 T8.4 H-T4.3 41 .-W +4p .-& alAO ./40 a/-80 .140 +F 8 a49 lea +/40 46) a!-B0 N-TT +1-n.1 MI-41 S9 +146.2 45 HAO N40 +1 .1 HAO N-T/.e H44.1. N-703 83A9 4T +1A0 H40 +1A0 0.80 N-]82 +l-]SA +1-]1.T .1-60.t F 0•143 H40 N40 +143 N-T).2 N-T3.3 .1�.5 +/45.0 51 +f40 +FBU NAO ./-T9A N-7S3 N-71.3 H47.5 9 .140 +1 ] +40 +FTT.T H-73.5 .149.5 { 55 ♦40 N-W +l- N-]0 N-T10 F80 N-]T.5 •Fn.e 59 ./AO N-T8.4 N-n.4 B1 ST .F80 05 N-T9.8 N-T4 8T N-77.2 63T18 +1-T4.9 DIMENSIONS SHOWN. FOR WIEGRAL Fw Arvu tuuR ¢v mrvwwa, aver rvw� r rnvm me uri vur N16' GLASS STACK GLASS STACK STRENGTHENED GLASS 3116'ANNEALED 4 LONG SIDE GLASS BIfE A r,� SHORT FJfTERiOR 510E 20 13 1 GLASS TYPE, 1� LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAY RE ORIENTED VERTIDALLY OR HORIZONTALLY AS SNOWN. 7116- N6 NOM GLASS STACK GLASS STNATED !, GLASS STACK Y18' MEAT TEMPERED GLASS STRENGMENEDGU155 VlVAIRSPACE Y10' ANNEALED GLASS � SHORT ow WD INTERLAYER SIDE 17 5 S8 G A53B E y LONG 14 1 SIDE EXTERIOR I a Tsr 21 13 1 GLASS TYPE 3 9HOR I_ '--�1 SLOE 1� M 2 0 K O v 0 Sp�y� 2 pJ ZLL �_ �4 J 4s uaop d VUd oa W o J oN 0M0 z � N o Q 0 N Q F ® S Z Dads N Za,aa5 0 yS n Z N H S w c D X W 5 LL O O. aq'1 an0 sa NNSo�68705 1. �• VsTATE1DP .•'_I�z A LYNN M¢I.ER•P£ VEOSBNS Window Design Pressure (+l-, psf) for Glass Types 2 & 4 In side P 4,7 In 73 TI85 69 93 97 lei 105 11&112 113 117 121 1Z5 129 133 137 141 14531 +I -SO +fAO +/AD HA0 ♦1-80 N-6O HAD +1.80 M-9O +1-80 +I.9O +1.8O +1-80 +IAO +IAU .1-80 +1-00 N-9O HAO W +/A0 +IAe •FAD HA0 +I-W +IAO .IAO N-6O H47 +A8O +LAD +b8o 0-80 HAD +IAO +f-89 HAO H-ee +/AS 35 ./AO .1A0 +l-BO +1.80 +FAO +AD HAD HAO +FAO .1A0 al- HAD N-80 0-110 N.&I +f-803T .1.80 HA0 +1A0 HAU ICAO NAO +LAD HAO H-re N-BO HAO +/ D +IAO HAO +fA 39 .1A0 NA0 +1 O +1A0 +/-80 +I-fia HA0 .1� +IAO •lam HAO N-8O HA0 41 HAO N-8O ./-80 040 +/EO +I-MJ N-8O H.80 H-BO +bm HAO43 +/AD m .0.BO +/A0 HA0 +Fre +fAO •f.8O +1.80 HA0 +/AO45 .fAO +1.e7 +/AD HAO HA0 N +/AO +I .140 47 +/AO ♦/A0 +I80 HAO HA0 HAO HAO HAD 49 +/AO N-80 .1� HAO H-W •1-re51 HAD HA0 N.8O .1A0 .1-®3 +IAU +IAO+/-00 H-B3 •I-79.1 +I-B0 +/AO ./bO ♦-&e 57 a/AO H-0O NAO 1-7911 59 HAD HAO 61 a/-8D tM2 HAO 3 e3 a/AO +1.80 65 BO +l 61 +/AO 86TI8 al -SO 1)TIPRSO SNOT SHIGN9 SHOWN. UP TO THI6IVM1rIHXIVu BLE SHORT ORUNGDIMENme� rn.an��r•..-sir.a�=•.��......_.^..--.•..._._........_..._.....__.._—. 2) FOR SRC$ ARCHITECTURAL VM, ROUND UP TO THE NFIRAVAILABLE WSIM I R LONG DDAENSXIN. 3) FOR ARCHITECNRAL WINOOW9, FIND THE SIMLLEST WINDOW SIZE IN WE TABLEABOVE WHICHTHE OVERALL DIMENSIONS COMPLETELY Frt WIRIIN. 7/1CLAN!NATED GLASS STACK I - W16- HEAT STRENGTHENED GLASS M. GLARSBITE 1-1H6"NOM. TABLE DIMENSIONS MAYBE GLASSSTACN I I ORIENTED VERTICALLY OR GLASSSTACKED HORIZONTALLY AS SHOWN. GLASS STACK t�� 4' MEATSTRENGTHENEDGLASS LONG 1MEAT STRENGTHENEDGLASS LONG SIDE SIDE �'T116"AIRSPACE 0WPVSINTERIAYERS DET �{1J— SSIDEHORT S BITE EXTERIOR II riv 13 EI(TERIOR 20 a GLASS TYPE GLASS TYPE �— LONG 510E SHORT SIDE L NO CHANGES THIS SHEET. 1� � Y ❑ R N )n wD O O 5 o� ZLL10O z d `2 S UU_d np W O w2 u W 5 aeo O r % oZ Z❑ N O 3 J m Q o N r ® p~d z W 1»as F O ur Z Q Z s O _ W IS C EL W S IL ❑ d +iP1 '�»0 nua5 , \ 0II II0/Il'/'' �GNY L.... C�> p * ; No. 58705 i�(L�S ••.!YORIDP.. RN: G f,`'70NIAL� F,01" ALYMIINM1LLER,P.E P.E.Wffi TABLE 6: WmdN ON11e P.. m(+/-, p9f) far GE. Typos i-IEd n mn In 04va m IT 7"4 81 1 a BB 1 93 Bi 1 101 1 105 IN H1 V, 9I *M-IW *M-127.5 rgd M. rod-12IA rW-1190 I 4NIAM5 +W'113.5 rBY-011 *W'108.4 +w-lM.9 rN&I.s rW/-101.6 r -INS 98 IM-10I rod-Im r8d4 H.4 r8d-1128 rod4111 rbl-0W.5 rqy-1W.5 rbl-f01] rw-B06 .W-817 rB3/-W.1 aBd.Ble Wd-BI.1 41 r9d-120.1 rW. 118 rOd.IPi] WY-I.2 +Wdlm rBd-1M.8 +Bd-BI.B rod -BIB rBd-p1 r/.990 N49 +/.00.8 +/A 1 r..1144 +W.101,S r0d.1M.6 +W.1W] +W-0.6 +By-M5 r0N-021 .1-.I +/AS.B Hai +/a1A 0.4 .1 0.i LJ +BI-IDB.i #W.Ims +BI-"8 +w-ul r5N-W.B rW-91 +/.g)3 +l..I +FELT H-7967 4-77.8 Hget H-T5.6 p rOdgdA rp-09.B NI-Y!] +�.B3B ry{V-B1B .1-P.5 +l.@e H.B1 -1."9 r/-m.) H-HT +1-727 r/A2 5 t9 +gy-101.1 +W'.BT NY-02B +g0.BJ,0 .14&5 H-"3 r1413 rF]0.6 rFTB.I H-P9 H-T1.) r/aBe +I%9.I 51 +95- t rpw-BI1 +W-..1 H48.2 H.W.T H-02 +Fmt H-m.9 -,-me H->12 N4IB.9 +fLB.B 4d 9 0 +WA9 +W-M.1 +I iA r/eBB N-B32 +ILO rFTi +FTl1 N.TIJ r14e7 HM.J H40 +N2 y rW.B26 .1.2 +/-0I3 .1 29 +FBL< +/-08 H446B .11B +/4B.1 .4 NL]B Ha10 +/912 6i +f8B.0 .Hat. .ms +/. r1-9fl2 H-23 +/-09B rFWII .1y1 0a11 +F061 58 01 N$!] r/LIB IA. Ha9B +/-ip,] rM1T1.0 r/-TBA +/-m3 H-m. +FI6.6 -174 +141} +1-21.1 Ha0 HaI.O +/d5B Hae.B +/-022 Hpl.9 gt BS +!ffi8 HAT +1,11 H.32 H-]18 rM1)SB +/-m 2 H-R2 r411 / U.m< +104.1 H-019 +I-M 5 +l$II +1 .B HB Nffi0 BT H-m +IASJ Hm] H-080 r/a53 +F62< �1A rl.P.6 H-RB H-m r1a 5 HA0 +/g.4 Hall IT ..R. u.Tos +1b65 .IM. HL2B HLos IT.r-m +1A6 r/A: Hato t)TIP-TO-TIP DIMENSIONS SHOWN. roR IN![GIVLLMNPXu tVu/u. LtV •nlnuVna, auolrwV rnvm me ur wur mmmev...n.. TABLE TO DETERNI NETHE 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 AGOVENMICH THE OVERALL DIMENSIONS COMPLETELY FfT WITHIN. TART P R' WBWBBBD Ige P...(+1-, IND fla GLEE, TypeT Sae Bone m n )6Ya 91 m ® In BT 101 Im t00 lim/2 91 .NV-130 +01-190 +PY-I30 rW.m .M.LID +W'-130 +WY-130 +W'-130 .TI-190 +W'-1B0 +W-lb +0y-1S0 +W'-im b .1m rW-Ib +PY-Im +1d-Ib K -lb +b'Am rgtfb +Bd-151 rgy.190 rBy.190 +�-ib rm.1S0 tw4m 95 +WA30 W3'-Ib +W-lw +N,.lb t0d-130 +W-Ib rWt190 r6B'.tb +N'A90 +Bd-1311 +W.tb +W'-130 +btlb 3/ +W.130 +Bd-1S0 +W'-190 rBY-120 +Bd-130 +BY-090 +WFIm.] +Bd-025.0 +W�-0Y[.B +BY-1A.1 WN-116.1 r0d.1191 +W-I101 KO'.130 rW-INA +W-12i.6 +W-125A .W-121.6 +W-11B1 rOd.11A.B +W-1115 rW.110A r0dA09! +W-1W.B rbL1W.] N WYA50 Kd-12B.S rW.1212 +W-11SI +W-Heof miallB +Bd-1105 �W.1M.2 +W-iM0 rW-101.9 +W-O0I +WAI.i A9 +W.Im.O +W-1213 rW.115.e +wAi3.0 +W-111A +W.t .B .W'IW3 +W-IM.B .W% rW.OS.B +BIB2 +W-W.e +W.WS AS +W.123.B +wl.119.0 +W-111.0 +W-0MJ +W-00].3 +W-1028 +WgBA +W-05 +W-M.3 +BOFW.t H-0),B +W.M9 +B01LBA O +W.i,a +0-112.1 rW-IwI +WAW. +W.1 6 +W.BB.B +Od-OA.A Mda1.5 +I-M.1 r/.B&) .WFBA.A +BI-2 +Wa1.3 3 AB q SI IM.11l2 .W 1109 rW.1M0 +W-m53 +Wd.. +W-0O1.8 rW.192) +MMO +W-1W rM.W.9 .W-BSA +W-N.) pde18 Ud99 H.m] .F801 r/.BB +W402 +Od.03.5 +8dL0.5 +BN.Bf +l-T.B H-)e) r/d5A H-T.B H-TA.5 6 W { !3 rW.10T.) .W.IN5 +W.1M.B .W ,O .W-BBT + .95.3 +WaS.T +W.BJ) +Bd-011 +W-91.9 .W-W.A r/-0B.9 +/8i +W.&.B .Bd-Bl.) +Sd-09 rW-0 6 HAB.1 .l-TT.) HA51 HAAB ./-R2 H-020 r/L0.0 Hd1I +l-Ni 6T +W.101.5 +W-WA +Wd25 g 41 +1a93 +WA.1 +WffiA H-TBB HASB ./-RS HL9B Ha)0 y +By.09! +W.We +FW 41-0B5 +WA.O .WN.B +WA3 H-)BT .1.713 rI.m.3 r1ae2 BI rW.BSB +W-019 +1$.7 .W-b] rWa1.3 .W-B1 H-P.B H-1.5 H.)1 Hl-0l m rM.1122 ./.W.1 rW.B1.3 .W-0 7 +Bda0.1 H-P3 +1.11 +/-71 W.." 53 +W-01.2 +I-0) .Etlai2 .W-Bte +Fm6 H-tet +/.RB ./-70 S! HA3 .W-0! +WLI +F)OA 0-17.3 04]) ./-T04 l67R W..3 .WA2 H.m.l µTTA .FJ6Y y-tt8 Ha0 m I.WA2 .l.]BA H-]A1 +F)33 HTt rF68.A IT .Fm.l .r.T5.1 .r.T1A .FSB.e 1A H. +l-T3.2 .ILBB HH.B 1) IIY.I V-IIY VIMCXOIVXB JXV YYX. GLASS STACK J GfA5S STACK I I EXTERIOR 5 GLASS SITE GLASS TYPE �- LONG SIDE SHORT SIDE e 'J" L F-- LONG SIDE -� SHORT = SIDE L ORIENFFD VERNCALLV Oft HORIZONTALLY AS EHOWN. 1-111WNOM GLASS STACK 7/16r LAMINATED d - GLASSSTACK P 3/i6'TEMPERFA GVSS 3/16r ANNEALEOGIASS 3I18-ANNEALED GLASS 7/16-AIRSPACE .09WSGINTERLAYEH SHORT I- SIDE 11 5 SIB- G ASS BRE LONG 73 SIDE E%TEflK fl G] 6 21 13 1 GLASS TYPE 7 _I SHORT �-T 610E m Y O L� 0 WL 'a N rrr�i�i�i n N p'c a� z y a d ZLLM S� 0 U_6 oypy W rZ� YXa u (9 w MD Z m o 5 Q 1 Q 0 O ® (D Z Ul 0C IeavS In Z K G Z aloa5 Idil W CD N fLC�] O 5 LL e!ly O 'asap a aaua5 Window Design Pressure (+/-, par) for Glass Types 6 6 8 Long Sift Tip tar m 8&TIB 73 n 75-W4 91 W 89 93 1 IR 101 to I IN 11P1(8 1 113 117 121 125 IN 137 10 31 +90'-130 +9W-130 •901.130 ,901-130 -W-130 H -130 +901.130 +9W-130 +Ad-130 +901.130 +WI.130 +OW-130 +801-130 +9111-130 +9d-130 •IKI +901-130 +BW-130 +90-130 +9N-13D 33 +001-130 +9W-130 +9W-130 ,0N-130 +W-130 r -130 +9W430 a9W-130 r9W-130 •0-130 +9W-130 +W-130 +9101-130 rW.130 , -130 .10430 +9X-130 +901-130 +91 +OW -IN 35 +9W-IM r 430 +86'-130 +9W-IW +W-IW +aW-130 -"-1b +"-IW +901-130 +9W-130 +W.IW +W-130 ,9011-130 +901-130 .901 r901130 a901.130 -M-130 -804110 +3N-110 37 +W-1b +90`430 +901-130 +91-130 +9W-130 + 130 +"-IN +W4130 + 430 +9W-130 +014-130 r9W-1so +9W-tb +001-130 +9W-130 +901-130 +031-130 +901-IN +80'-110 +W!-11D 39 +9W-130 +W-130 +9d-130 +90 1b +901-13D •9D'-130 ,901-130 +W-130 r90'-130 +9W-130 +W-130 •W-130 +9W-130 +9W-13D a9W-130 •9W430 +WI-110 +3W-IID •90'-110 +87-110 41 .W-tb .W-1b +9ph130 +9W.130 +901-130 •9W-130 +91(-13D +1W-130 +9W.130 +9W-130 +WI-130 +BW-13o +901 +9W-1b +BW-110 ,801410 +0-110 +901-110 +97-110 +9D1-its 43 +BW-13D .9W-130 +9043) .90/430 .91 .86-130 .91 +9W-I30 •90430 .9131 .9W-130 •80'1130 +W'430 ,9W-Ila + -110 .801.110 +601-110 .9W-110 .90'-110 +W-tts 5 45 .BW-130 + 430 +W-I" .901-13D .9W-I" .91f-I30 .WL130 .9W-130 .90-t30 H 430 + 431) .3W-110 .BD'-110 .801-110 .SW-I10 .51-110 +9W-110 +W-110 .87-110 47 .90I-13D +90'-130 +BD'-130 ,=FIN •9W-I30 •1101-130 +W'430 +=-IN +9d-Isa +901A30 .BN-110 .BOF1I0 .5W-110 .W.IID +BW-110 .BW.nO +W-110 .M-110 49 r9W-130 +9W430 +Eai +9W-130 r901.130 .W-I30 +9W430 +90-130 +9W-Iso +5W.110 481 +80 10 +W-no .501-110 ,5Wn10 .10-110 ,501-110 S 51 .9W-130 ,90-130 .9W-130 +oW-I30 •W-I30 .9W-t30 •9W-I30 asd-t]8 +8W-II0 +iv-110 .5W.110 .Bo'-110 .flW-110 .m.110 +W-110 .ea-110 F 53 .9W-130 +9W-130 .9o'430 +9W-130 .9W-130 K -130 81-125.I +5W-IIa +BW-IID +BW.Ito .811-I10 +601410 .BD'-fID .80`410 +5W-110 $ 55 +901-13o +9W-I30 r9o'-130 .9W-t30 +DIY-IW BI Imi +B0/-t10 +811 +BW-110 +W-110 .BW.110 ,BW-Ito •5W-110 .BW-110 0 57 +W-130 •W-Ib .90.130 r9W-130+BW-Ito +BW-110 .801-110 •5W-110 +801-I10 +BW-110 + 410 59 +9D'-1 •9W-tb M-1b .BW-130 89.Y-119.1 r 410 .BW-tto •®1-110 +6W-tt0 +BW-1t0 +W-ttD .5W-tl0 81 H"b +9D' 89.W-129. +WI-110 +8W-110 .BW-110 +801-110 +=.Its +8W-110 +9W-110 W +9W-13o ,W-1b .e01-110 +m.110 •BW-110 +eW-110 +301-110 +801-110 .BW-110 Bs .9W-I30 .m-IS0 .=.Its .W.If0 +W1-110 .BW-Ho +=.its +eW-na W .LW.tb +9W-110 +eY-tto I +W-110 ,5W.110 .eW-110 +891-110 66713 .901-130 +OW-1f0 .eW-110 .BW- 10 +Sp6110 +BW-110 +By-110 73 +8W.110 +B01-110 .801-110 +8SAID r8W-110 -=-Ito n ,eW.110 .eW-n0 +eW-nD ,W1-Ito TBJM .801-110 +8W-110 +8W-1I +8W-110 1)TII-TOdTP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOM, SUSTRAGT 1-FKOMTHEII TO -TIP 0IMI1NSDNIN I.E IAtl- IOOttle 2) FOR SIZES NOT SHOWN. ROUND UPTO THE NEXTAVAIIABLE SHORT ORLONG DIMENSION. 3)FORARCHITECTURALWINDOWS, WD THE SMALLESTWINOOW SIZE IN IHETABLEABOVE WHICH THE OVERALL DIMENSDNS COMPLETELY FRW11HW. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 14nW NON. HORIZONTALLY AS SHOWN. 7/1W IAMWATED GLASS STACK ._..J 711WLAMINATEO LONG GLASS STACK I GIASSSTACK I�. SIDE .WO" SG INTERLAYER 31IVTEMPEREDGLASS 3I16"HEAT STRENGMENEDGLASS I- LONG SIDE d W S. HEAT 3116'11 ATURENGTHI GLASS r A 1 STRENGTHENED GLA55 STRENGTMENEO GVSS TH B'AIR SPACE ,WO•SG IMERLAYI SHORT SIDE I 4 77 11 L SSIDET 5 6 8 Wr GLASS BITE GLASSSIIE 1-2 1-2 rF- LONG SIDE ---� EXTERIOR EXTERIOR 1 20 13 21 13 SHORT LONG r SDE SIDE GLASS TYPE 6 GLASS TYPE 8 L dj SHORT 510E JR-IX3116118-UPDATED .. VALUES AND SIZES. F V IADODBUCKSTFW EDGE EMBEDMENTANDEDGE INSTALLATION ORFRAMING,SEE -\ DISTANCE DISTANCEPERSUBSTRATE. T(PEC NOTE 2, THIS SHEET SEE TABLE 8, THIS SHEET EMBEDMENT INSTALLATION v4•MA)< TYPE A EMBEDMENT I SHIM EDGE WINDCIV E%TERIOR BUCHEIGHT TIP -TO -TIP HE[ HEIGHT VISIBLE t uGH HEIGHT- W ND SUCK H- 2JM' EMBEDMENT DISTANCE �1/4'MAX I 1 SHIM 1 L CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D Im. SHIM EXTERIOR STEEL SI ME (GS' B, THIS 5 M WMI-DAOE APPROVED MU W ON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET TYRANCHORTYPE,EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B, THIS SHEET INSTALLATION TYPE 9 SHEET EMBEDMENT IS SHEET IS EDGE DISTANCE 11 ,• ' EXTERIOR tai 4 VISIBLEUGHTWIDTH- 5 .1,1DOWBUCKWIDTH-23e •, , WINDOW BOOK WIDTH CONCRETEICML PER ANCHOR TIP-TO-TIPNANDOW WIDTH REQUIREMENT HORIZONTAL SECTION A -A __ Anew Suttab Min'Ed, 10rt EmeeATlenl Mu O.C. ai 012 or 014410 SS Scm SaMnn Pine 560.55 WI6' 13X0' IT Ahnri 6063�75n Il- WT Door • IT A26SWN WB• D.067 IT SWNSEA 13 33 n 3W 0.0,15"186 • 1T 012or014SGNSemr(GE) SouEMm Pile SGb.55 WISP 1�- IT Abedn 60BVTS mn Sir &. - IT A36S SI MI6' 0.053• 1T SW SW,Gr. W Din, W8' 0.045" 18 Ga IT IWODMCTNeF r CMU ASTM C- 2-ur I-1N^ IT C4ncreW Inn. 3.35 bJ 1" 1-sir IT lie SWN Mo. ConcreH Bn.285w 1" 1-3I4'r IT ConcreMn.2.65W 2 7 1We ITT UxIrptM CMU AS W18°SWN UWawn CaXdeW RIIB I 1-1I4• 11 I-WM I IT Gr tftITM 2-10 1 1-Wd' I IT - MIN . OF 3 THREADS BEYOND IMk METAL SUBS I NPIG. MAX SHIM %INGROUTED CMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1X WOOD BUCKSTWP, INSTALLATION NOTES: SEE NOTE 2, THIS SHEEP 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMRS. ' CONCRETE PER ANCHOR 2. WOOD BUCKS DEPICTED AREBIICKSWHOSE TCTAL I REQUIREMENT -IW.IX WOOD THICMEE$IS LESSTHAN I-iN'.1%WOOD BUCKS ARE OPRONALIF UNIT GAN V BE INSTALLEDDIRECTLYTOSOUDCONCRETE WOOD SUCKS DEPICTEDAS ' •2X'AREI-IM-T ICKORGRMTERINSTA TIONTOTHESUSSIRATEOF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY I INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE AND EDGE DISTANCE PER TYPE SUBSTRATE, SEE TABLE B, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF VERTICAL SECTION B-B SUM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NCAAPPUES TO MOM SYSTEM. ' MaWdA M. Fr Mo. F. SWeIScrew mw I211Wi 410Sc. So 110w Eko MaCCIIB 155W 177w 410 SS BIB:,CnWRn� IVAW 189.7W B063-T5 A.. low nw A3B Sbel mw SBw Gr. 33 SWN Shtl Saw4 w W � a7 � ❑ 'va a LO ❑ v .100 m d (7N K ' Toy N QJO �ps Z 1 Z 1L •19 u =W� a ❑ aD W 4 W oZ 8 F LL O ¢Zm O XaaVS $ ® >z N z C 3 < Z F Z eras O sZs S W o ¢ O ❑ Xw ❑ n ant 'avp s ru5 1\1\lunylll/ L...... ,�, No. 58705 IT: ST ice(.` -• :F[OR\OA.:'G,�` A LYNN MILLER, P.E 2KNJOODBUCKSTRIP EDGE ORFRAMING.SEE— DISTANCE INSTALLATION TYPE E EKTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT. WINDOW BUCK HEIGHT- 23 4' TYRANCHORTYPE, _EMBEOMENTANOEO DISTANCE PER SUSS SEETABLE%.THISSI EMBEDMENT ZL$HI MAX SHIM FORALL OF INSTALLATION TYPE O L EMBEDMENT I/a"MAX SHIM 1�►,MNWMWIM PERANCHOR REQUIREMENT INSTALLATION TYPE H EXTERIOR KIT II III \_STEELSEL a I�I7I�`I II`II IIWyrl SMS(GS).: 9,THISSH MMMU DADEAPPROVEDMULMON(SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL MO. SEE SUBSTRATE PROPERTIES, TABLE %,THIS SHEET MAX SHIM 1/4' MAX SHIM 1X WOOD SEE NOTE 2, "P. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PERSUBSTRATE, SEE TABLE 9, THISSHEET EXTERIOR \ 4 fvl ROWS CKWIDIH-2 III^^^ YANNINDMI UCKWI-231a' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION TYPE F EMBEDMENT EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT MRE4g1 D MOEnheMeOl Ma4O.C. n2 mt14410 SS SNew sama,R Pcs sG�O M18• 1aa' Ir PHvH 60G1-Ts mn. 1Y A38 3W BOGS- 0.LKT• 17 SMNB' Or. Mn.� OOCY IBC¢ 1? ulna SG�. 'Li6' 1-3'r 1r � 60�7v n1 YS' 0.067• 1T 012at14SRe&.(135) A36sRd W 0.06T• it Sled 33 W 0.00. iaco • 1T 1/4.410SSCeeb*T � CMU ASTM D90 2.10 1-1/4' IT CanueM(dn. 3351a1 1" 1• a 1r 1/0S@el Utrecrm coneaM mn.zes r tarr 1r CwKrete mrt 2B51m1 2-11T 1.38' 1Y 2-1IY 1-1/4' 1T 5/1TSWLlB. Inn.35 1-1/4'2' 1 3M' T MCM 2-1 1.314' 1r I 31NNZ. tlCTVXU INt Nt1ILL pV[V IfW IC. TNGROUTED CMW VALUES MAYBE USED FOR GROUTED CMUAPPLICATIONS. ALL HEAD TYPES APPMCABIE 1 INSTALLATION NOTES: IXWOODBUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND SEE NOTE 2, THIS SHEET EDGEDISTANCELIMRS. T IWOOD BUCKS DEPICTED ON THIS SHEET AS•1X', ARE BUCKS WHOSE TOTAL • CONCRETEPER THICKNESS ISLESSTHAN I.W. IXM()D BUCKSAREOPIONALIFUNTCAN EMBEDMENT ANCHOR BE INSTALLED DIRECTLYTO SOLID CONCRETE WOOD BUCKS OEPIClED AS ' REQUIREMENT '2X•ARE1-i/YTHICKORGRFATER.INSTALL rONTOTHESUDSTRATEOF • WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY ' AUTHORITY HAVING JURISDICTION. INSTALLATION EDGE NDEDGEDITYPE,EMBEDMENT 3. THE RAL MEMBER SHALLSEOFASRE TYPEF DISTANCE SEE PRATTACHMENTTO RTTO NDON FRAME. TO PROVIDE FULL SUPPORT TO THE VANOOW FRAME. TABLET SU&STMTE, SEE TABLE %,THIS SHEET' SUBSTRATE. VERTICAL SECTION D-D 6.LLIONNAPPLICABLE. LOWER FROMEHERWNDOWOR IESTO OLESYSTEM.IGN MULLION NOA APPLIES TO WHOLE SYSTEM. MaEHal MR F MR Fu GNel Screw 92W 120w 410 SMew 90w 110ld EUomaCmD 155w 177 NN 410 SS SDO CmteFle)M 127.4 W 189.7 W 5053TSAlummlm 161a1 22W A36 SW 36Im1 58 lot CY. 33 Steel StW 33 kni d51o1 NO CHANGES THIS SHEET. FlN FRAMES ARE ONLY TO BE USED M%AODDBUCKSTRIP INSTALLATION w GLAss TYPESI.4(PVB INSTALLATION NP. ANCHORTYPE, EMSEDMEWANDEDGE EMBEDMENT' OR FRAMING, SEE NOTED, THISSHEET TYPEJ I..ERUlYER1, NOT TOM USED WITH TYPEK GLASS TYPES S-a, (SGINTERIAYER). DISTANCE PER SUBSTRATE, EDGE SEE TABLE 10, THIS SHEET DISTANCE 1/4'MAX EDGE DISTANCE -+{ EDGE I SHRA INSTALLATION O DISTANCE 2X jp O 2XWDDDSUCKSIRIP NoonB KI. SEE PItODUCTREVISED TYPE I OR FRAMI ING. SEE OR FRAMING, SEE NOTE 2,THIS SHEEP NOTE2,THISSHEEi TYP. ANCHOR TYPE, EMBEDMENT AND BmMxB(b9s A «Pw 4wi EDGE DISTANCE PER SUBSTRATE 1 IM" MAX SEE TABLE t0, THIS SHEET 6 S SHIM gy EMBEDMENT M xde Pvduct w 12 USEDFORALL I 3 EMBEDMENT NO CHANGES THIS SHEET. SIDESOF 8 ARCHffECNRAL ` EXTERIOR 29 SHAPES®11-7ff O.C. MAX. a 11 EXTERIOR INSTALLATION 4 1 WSIOLE LIF�KDW%- 'I 6 WINDOWBUC-Be g1WINDOW 11I 7YPEBUCK L WINDOW6UCKWIDTH f wO y O HEIGHT EXTERIOR a IAA- L HORIZONTAL SECTION E-E Y N Y! °o F oN N X 4 LIGHT E LIGHI uT = B W NWA yyI USTEEL SELF BCK , (GSSSl MEIGM- t0,TM195HE 24/4' MIAMFDADE APPROVED MULLION (SEE SEPERATENOALALUMINUM,STEELFRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 21 ORFRAM6 2XWOWBGCKSTRIP ING,SEE NOTE2, NOTE 2. THIS SHEET 6 rt/4°MAXmm INSTALLATION TYPE J O EWE DISTANCE EMBEDMEN( TYRANCHORTYPE,EMBEDMENT AND EDGE DISTANCE PER SU8STRATE,SEETABLEl0,THIS' VERTICAL SECTION F-F — Anchor Substrate Min. Edge 'stance Max O.C. Spacing 2-1/2' x .113' Sax Nail Southem Pine SG=0.55 5/16' 51 2-1/Z x .131' CoTmmn Nail Southern Pine SG=0.55 316' 5' -1 145° II SDuthem Pine SG=0.55 TO' 5° 010 x 1'Steel Screw(GS)' Southern Pine SG=0.55 lt2° 5° 0.093'AMninu 6063-T51Nn. 5/16" 5' 1116" A36 Steel 5116" 5' 0.045' 18 Steel Stud Or 33 5/16' 5' MIN. OF3THRFAW BEYOND INGMdlLLbUt IHNIt INSTALLATONNOTES: 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE 11MOS. 2. FORATTACHMENTTO METAL THE SiRUCNRAL MEk18ER SHALL BE OF A SUE TO PROME FULL SUPPORT TO THE WINW W FRAME. 3. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINW W OR MULLKIN NON APPLIES TO WHOLE SYSTEM. Mmead Ma Fr Mr. F. Sorel SClew 92 ke1 1201d 606YT5 ALmONm 16kx1 22kd A36 Sbel Wk9 Se ld 0.33Swsw 33k8l 46kd Ny LYNiv4f ?,. No. 58705 O OfLU �S/ONA$— E A LYNN MIU.ER. PE REDae7a5 EDGE DISTANCE TYP.ANCHORTYPE, FINFRAMESAREONLYTOBEUSED 2XIAOODBUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEOMENTANDEOGE WITHGLASSTYPESI<(PUB DISTANCEPERSUBSTRATE. INSTALLATION TYPE M INTERLAYER), NOTTO BE USED VML INSTALLATION SEE TABLE 11, THIS SHEET GLASS TYPES SA, (SG INTERIAYER). TYPE N EMBEDMENT EMBEDMENT INSTALLATION TYPE M �''�'�� I% WOOD BUCKSTRIP, GEE MD ENT O 114-MAX SHIM il(WOOD BUCKGTRIP NOTE 2, THIS SHEET ' . PRODUCT REYIBED ®e�tyuDwSKIb F'YAkle .1j ORPRAMING,GEE BWMag Oo4e NOTE], THIS BHEET 3 �1i MAX TYP. ANCHORTYPE,EMBEDMENTAND EDGE DISTANCE PERSUBSTRATE I •• E �10- �!�S Sy f\ SEETABLE11,THISSHEET ,2 Mi eh PmAta EXTERIOR a WINDOW BACK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT - 2-3/4• INSTALLATION TYPE N EDGE DISTANCE INSTALLATION -�-U4 11 TYPED I I DGYY E LIGHT DTH-H �� EXTERIOR 1l4' III_- T'-- WNDOW BUCKN1DTH-2314' WINDOW BUCK WIDTH �Y SHIM HORIZONTAL SECTION G-G lu MIAMI.OAOE APPROVEG MULLION (SEE SEPERATE NOA.AUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE 1 LTHIS SHEET MAX SHIM 11.11 EDGE DISTANCE CONCRETEICMU PERANCHOR REOUIREMFJ4T UTEMOR v Anchor Substrak MR � DSM MR E06etlln Max O.C. n N72 w g14 410 SS ScRw Sollelem Pine SG=0. e/16' 1-3fir 6.T ALIM 6D6LT5 min. 3/B' GDSY • B.T A38 SIDM 318" 0.063" • 6.T Steel 3 3/8' 0.045" 18 Ga 62" 012 Dr#14 Stets Scrw(G5) SOUelern ne SG=0. B/16" 1-3/6' 6.2" AMMIM 6063T51Mn. 3/9" 0.063"• 6.2" A36 Stets 3/8" 0.053" • 6.7 Trim Sir 0.045(18 Ga ' 62• 1WMOSSCreteFM% routed CNIU ASTMP 2-1/T 1-1/0 11.6' ❑%Mdeta Ann. 3.3516I 1' 1-314• 11.E 1/4•SIeM(1&B CDruete MR Z85Im 1• 1-314' 11.6' CarDrMe Mn. 2.85 2-1Q' 1-31W 11.6' 2-0? 1-1l4' 11.6" 5118' SLIM lAtracon Concrete Ann. 3.5 1-1/4' 1-3/4° 11.6' C C- 2-tfY' 1-314' 116' 1%WOODBUCKSTRIP, 'MIN. OF 3 THREADS BEYOND THE META SUBSTRATE SEE NOTE 2, THIS SHEET -UNGROUTED CMU'%AWES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPUCABLE. INSTALLATION NOTES: EMBEDMENT a 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • ', , 2. WOOD BUCKS DEPICTEDONTHIS SHEETAS-1X",ARE BUCKSWHOSETOTATHICKNESSIS LESSTHAN I-iW.1%WOOD - BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'41(-ARE CONCRETEICMU 1-tR'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BE ENGINEERED BY OTHERS GRAS PERANCHOR �, EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO META: THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROMOE FULL SUPPORTTO THE WNuoWFRAME VERTICAL SECTION H-H O.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINUO'W OR MULLION NOAAPPLIES TO WHOLE SYSTEM. MataNl Art F, Mn F. 3bel eerex WW 1AW Ne&rew reW 1fOW Eka ll.Qf 133W 1TIW W 110 Go#k0 127.4W 1mw T!5 606}AAknevn EW A%ShY w 58 a.3lssHSW aW uW NO CHANGES THIS SHEET. 8 m� ❑ Y 0 Yn Q also (DN gre � N p S¢ m Z 0 QJO Z"-� e W Ma ❑ w006 zv ON a+w rl oZ� z Z O o z $ gO J Q m o 3 rre ❑ e>s z Q o 9 r W LU Z u LL a =nn >.w aquas Item PGTPan# Description Materiel 1 4253C Flanged Frame Alum. 6063-T5 2 4285 EqualAeg Frame Alum. 6D63-T5 3 4256 Integral Fin Frame Alum. 6063.75 4 4255 7116" lami. Glass Beading Alum. 6063T5 5 4254 I.O. Glass Beading Alum. 606345 Be 4270 Installation FastenerCoter Alum. 6063-T5 6b 4224 Installation Fastener Coverfor Cures Pogtd PVC 8 4267 7/16' Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 11.0. Bonding for Lures Alum. 6063-T5 10 70589C Gasket(a190°comerjoints) Pdyelhylene 71 TP247/8 Vinyl BWb Weatherstrip Flex PVC, Dim. 65+/-1 12 613DBK lFcom Beading Tape 13 Dow 791, 1199, 995 or GE 7700 Backbedding Silicone 20 71652K Selling Block, Mano. 3/16' x 7/16- It 4" Neoprene, Dum. 85 +/-1 2/ 71704AK Selling Black, I.G. 3116" x 13132 x 4" Neoprene, Dum. 85+1-1 29 76X114FP p6 x 1-1/4" FH SMS (Cured Beading) Stainless Sled 30 781PDX p8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS Sea this Sheet for Materials 76 Quanex Super Spacer nXr 77 Quanex Dumseal Spacer 78 Cardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES .062• i.000Soo. I tOFUWGE FRAME 2.TBd~ —�I z]B4' 094• -�! 1 .os4• --14.� 1 OTd' 052" .014' 05: 1.311-L 1.3T5° 1 .500' AT�� .OSO.now .500' 43�� 0T m uzs' oT OEGUAL-LEG FRAME 1— O3 FIN FRAME L .—.9T0- rJ I-- 5' .1.0T L-"T � .J �u� `yu� -.aso3 9TS F1B875• R -1 1 15' FY BTS" T"r 050. ITy— ow 0sTwo�— MT l—~ 7116- BO G ERGSS BEADING FASTRCOER GLASS BEADING OA0OCO�nuVES' IASS ATION VES HOT{rELT ALUMINUM OESICCA FIUL SILICONE BUTYL-VIZ,REINFORCEMENT POLYISOBUMENE STRUMFUM. REAL NOM POLYISO. 1WNOM. 3/19'NOM SILICONE BUWLENEWIIH S IJOTURNL BUTYL*W. 5IIS NOM. SEAL OESICCAM SaICONE UESICCAROLL-FORMED FOAM Y4M FOASTAINLESS STEEL DESILCAM FM.GLASS W. GLASSE%T GLASS EXT. GIA55 INT. GLASS INT. GLASS .GLASS GLASS TS 4501TPSCE ONXTm SPACER® OSPACCER a TB ACERXL B DMUM/ D ANOLEASSEM I I FRAMEL tl^I 90'CORN I FRAMEASSDMBLY I I m 10 I I 0 ALL CORNERS TO I I ALLCORNERSTO GASIQ�I USE GASIUT AN�R i ANDMRSF /// / EOUAL{EG FRAME I // EXTERIOR \ FLANGEFRAME Ica A Il EQUAL{ RAME TERIOR AND REXTERIOF FRAMEINTERIOR WEL0.5 IXii ASSEMBLY DETAILS FOR FIN FRAMES ANGLEDICURVED FRAMEASSEMBLY EXTEmOR ti SFAtANTATALLCOMERS NO CHANGES THIS SHEET. e MI®DADE • DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINLSTRATION DIVISION NOTICE OF ACCEPTANCE (NOS :EIVED NE MI-DADE COUNTY ODUCTCONTROLSECTION 1(RER) 11805 SW 26 Street, Room 208 18 2019 86) 315-2590 F (786) 315-2599 J www. mia midade.¢ov/eeoaomv PGT Industries, Inc. " "" °")S Permitting 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 "HR7710A" Aluminum Horizontal Roller Window —L.M I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSH.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0627.01 Expiration Date: August 23, 2023 —fell l7 I �S Approval Date: August 23, 2018 8 / Page i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idahnis 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) 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idabnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/18/18 and updated on 07/25/18, 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). Manuel er P.E. Product Contr E amiuer NOA N-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 "SentryGlas® (Clear and White) Glass Interlayers". dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 Manuel Pee P.E. Product Control x iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY iNTH THE REQUIREMENTS OF ME FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE BMZ). SEE 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVH2, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI.OADE COUNTY, USE ONLY MIAMI-DME COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. K51 PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS TITAN 1-12 THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-10' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNEDAND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD DUCK DESIGN AND INSTALLATION IS ME RESPONSIBILITY OF WE ENGINEER (EON) OR ARCHITECT OF RECORD, (ACT. 5) ANCHOR EMBEDMENT TO BASE MATERULL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUSTBE SEALED. OVERALL SEALING L FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 0)1W MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE ME PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ]) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL B CYCLETESTNG AND GLASS PERASTME1301 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL S CYCLE TESTINGAND GLASS PERASTM EIM). C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 3}tA%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED MR ME EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT DOME INTO CONTACT VMIH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF ME FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING MRISDICTION. 1D) REFERENCES: TEST REPORTS M 167891318-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLE)( NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAFSPA NDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL TYDe Dep8on mE.mHOTm DPTanlex•A<4Tanl.. n x010 ox lxm smi Im [STDISTUI HD STD 1I0"AR. PVB. I/r AN 2 7 12 15 2 110. 115,.WP PVB. Ur HS 3 9 12 18 3 M1B'AN.OBP PVB.3/16'AN 3 6 12 - 18 d tYtB'lIG:118'AN CAP, ABL9PACE, 1/B'AN.09P PVB."rM 4 ] 12 15 5 TWITLIG:1/B'1P CM,PIRSPAC£. 1I8'AN .090'PVS. 1' AN 3 ] 12 15 6 13'10'LIG:3Y1B'AN CAP. AIRSPACE. LIB' AN .OBIT' PVB. 1/0•AN 3 9 12 18 T 1116UG:SIE TP CAP AIRSPACE UWM..p90"PVB 118•AN 3 9 12 16 0 M18'AN .090'SG, 116'AN 5 6 10 13 14 17 9 &1B' H3,.o90• SG, 3116' HE 5 6 11 13 14 19 10 1.11U.:I,.-AN GIP, AIRSPACE, 3I18'AN..080' S(L3H8• AN 5 6 10 13 A 17 11 13tl5'UG: 110"TIP CAP, AIRSPACE. 3I10'AN, .09P SG, 3Ha•AN 5 6 10 13 14 1] 12 1Mi6'US: I/&'AN CAP, AIRSPACE, t/0'HS, .O80'SG. 110•HS 5 a 11 13 14 1a 13 1918•UG:Ile1CAP, AIRSPACE, 116"HS.OBO'SG, 118"HS 6 6 11 13 W 18 14 1M18" LTG: 3'16" AN CAP AIRSPACE, 1/8' H5, .090' S0.1I8" HS 5 a 11 13 14 18 19 13'16• LTG: 3'16' TP GP AIRSPACE, 11B• HS .090" 3G 1la• HS S 8 11 13 14 10 SG= KURARAY SENRRYGI.M-INTERLAYER BY KURARAYAMERICA INC. PVB=KURAPAYTROSIFOL® PVB INTERLAYER BY KURARAYMIERICA, (NC. AN -ANNEALED HS^ HEATSTRENGTHENED TP=TEMPERED J 12" O O.C. B� DESIGN PRESSURE RATING IMPACTRATING VARIES PER GLASS TYPE, SEE TABLES 2.11 LARGE&SMMLMISSILE IMPACT RESISTANT 16' I MILL ME;HT / 89• / 69' SASH MED VISIBLE ]S BUCK VISIBLE LIGHT / LIGHT / VAX HEIGHT O.C. L47,—%.m-L�ISIBLUGH-1 VISIBLEUGHT L T WEEPHOLE -- TS"BERALL B L(Bw . MAC. LMAK. THISSHEET T8'CVERALLIMDTH WTH BUCp TYP. FLANGE XO ELEVATION (OX SIM.) MA)(. DIMENSIONSALLOWED SHOWN FORANCHOR al.Fy OVE ALL HEIGHT ft SEESHEETIIFOR (NTEGRALFIN ANCHORAGETYPE & SPACING USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINOOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM MCE ]. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND S= DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR WE WINDOW OPENING OBTAINED IN STEP 1. 3)DETERMINETHEANCHOROUANRTYFROM TABLES 12.1 B. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGIBOXL WEEPHOLE NOTES: 1)13 ' X.300' WTIH PLASTIC BAFFLE. 2)1 WEEPHOLE LOCATED AT 4-FROM EACH END 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL SASK FIXED VISIBLE VISIBLE LIGNT LIGHT SB31S'FMM SASH WSIBLEUGHT VISIBLE LIGHT 119'BULK WIDTH I I MnnTu C 22-lw D.C. 11 9' SEE WEEPHOLE OTES. THIS SHEET TYP. FLANGE XOX ELEVATION MAX. DIMENSIONSALLOWED SHOWN GENERAL NOTES ...... ................. .......... ELEVATIONS...._...................................1 CODES/STANDARDS ABED: GLASSTYPESTABLE ...........................1 02017 FLORIDA BUILDING CODE NBC), 6TH EDITION DESIGN PRESSURES ........_................. 2-9 .ASTM E130 9 ANCHOR DUMMIES ..........................10-14 •ANSVARPANDS2015FORWOODCONSTRUOTON INSTALLATION/ANCHOR SPECB.._...1511 .ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES ........................ 16 .AISI S100-12 CORNERASSENBLY........._................ 19 .RISC 38G10 PARTS LIST_ ..... ............... _................... 19 m � j = o A'. O n gr 1n o also N K 0 O px m Z Z X'p� mk ZLLm Y o s 006 o u,ap IOU FZv ua F N0 W. �� Z Z O 3 w J p ¢ � m O $ ®s IY N—a' 0 O w Z ,sees 0 D Q _o g ¢ L. u~0 U Q W _ eR9 'asap sava5 TABLE 2: Overall Design Pressure 1WANGLASS 090"PVB 24 *�MS IEEXT MUAN1GLASSTYP e Y16"AN GLASS K 11a"HSGIASS NO .090'PVB ow. PVa A ao0 Its- GLASS 30 30 Yt6•AN GLASS O N _ �+� LY < O 1 a6 Z Zo 2d J.. 23 Z IJi „ W n TABLE 3: 12"NOM, trz•NOM. = Uj RO n GLASS BRE GLASS SITE O O d Y EXTERIOR EXTERIOR IW- Z O � F OMa w N l 74 74 j Z 32 32 u to w m GLASS TYPE 2 GLASS TYPE 3 F O O Y w N I�� tY18"NOM, GLASS STACK tYt6"NOM. GLASSSTACK ® N) K K IaayS AIRSPACE 09a'PVB AIRSPACE .09d'PVB = W 1/6'TEMPEREO 1I6"AN 3/i6"AN OR Q `� 'd p GLASS G ASS TP GLASS Ire"AN GLASS O Z Z r ¢ 7 '40.0FORGLASSIXPES2,3,667 31 74 31 74 O W = Q 1®OR 1 12'NOM. OR 1B irz'NOM. a11'1 vsa6 nua5 GLASS BITE GLASSBRE 4/a EXTERIOR EXTERIOR `L11 `.� 0 LYNA/41 76T3 \ao lkGEN86 ®OR 3 70.73 ®OR 3 •.i3 GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) * : No. 53705 GLASS TYPE 7 (TEMPERED) ' NOTES. AO '•. �y �b;: oz STA 0 1)OVERALL(rIPTOTIP) DIMENSIONS SHOWN. FOR INLEGRALFINAND iT� '.. �40RIDP:' ��,'$y EOUAL4-EG WINDOWS. SUSTRACT V FROMTHE TIP -TO -TIP DIMENSION IN `� THETABLE TO DETERMINE THE WINDOW SSE '�i,'0NAL LEI` 2) FOR SAES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - A LYNN MILLER. P.E. REK56705 Width pbsfft�) for XO & OX Windows Glass Type: 1 Meeting Rail: standard 22-1/8" OLerall Hgt. 37" OLerall Hgt. 49" Overall Hgt. 55" OM3rell Hgt. 63" Overall Hgt. 20" +65.0 $5.0 +65.0 $5.0 +65.0 $5.0 +65.0 $5,0 +65.0 $5.0 25° +65.0 $5.0 +65.0 $5.0 +65.0 $5.0 +fi5.0 -65.0 +85.0 -65.0 37" +65.0 $5.0 +B5.0 $5.0 +65.0 $5.0 +B5.0 $5.0 +85.0 $5.0 49" +85.0 $5.0 +85.0 $5.0 +85.0 -65.0 +85.0 $5.0 +85.0 $5.0 61" +65,0 $5.0 +85.0 $5.0 +65.0 $5.0 +65.0 $5.0 *65.0 $5.0 87" +85.0 $5.0 +65.0 $5.0 +65.0 $5.0 +65.0 -85.0 +65.0 $5.0 74" +65.0 $5.0 +65.0 -65.0 +65.0 $5.0 +g5.0 $5.0 +83.3 $3.3 OM31all Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (Ibs/it�) for XO 8 OX Windows Meeting Rail: Standard 22-1/8" OM;rdll Hgt. 37" Oterall Hgt. 49" Overall Hgt. 55" OLerall Hgt. 83" OM -call Hgl. 2tl' +B5.0 $0.0 +65.0 $0.0 +65.0 -B0.0 +65.0 430.0 +85.0 $0.0 25" +65.0 $0.0 +85.0 $0.0 +65.0 -80.0 +85.0 $0.0 +65.0 $0.0 37" +85.0 $0.0 +85.0 $0.0 +65.0 $0.0 +85.0 $0.0 +65.0 $0.0 49' +85.0 $0.0 +65.0 $0.0 +85.0 $0.0 +85.0 -80.0 +65.0 $0.0 61" +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +85.0 $0.0 67" +65.0 $0.0 +85.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -79.2' 74" +65.0 $0.0 +65.0 $0.0 +85.0 $D.0 +65.0 -80.0 +65.0 -72.2' TASLE4' 3N6'NOM. GLASSSTACK AIRSPACE 090'PVB 1/0'AN GLASS 1I0"AN GLASS 31 74 Z7 R 1B IONOM. GIASS BITE EXTERIOR a 7o-73 ®OR 3 GLASS TYPE4 1L15-NOM. GLASS STACK W16-MOR AIRSPACE .dM'SG HSGIASS 1W AN OR .090'SG L1fi'AN OR TPGtASs 3H6'ANGIASS 30 HE GLASS 31 74 23 -iL (. iZ NOW O 1®OR 1 10NOM TABLE S. GI -ASS SITE GLASS BITE EXTERIOR EXTERIOR � `✓- 32 74 ®OR 3B 70.73 GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) t�L 1311TNOIA I GLASS STACK r--I- IVIVNOM. GLASS STACK I AIRSPACE 'mvSG AIRSPACE .097 So t18-M OR L16°AN OR TPGLASS 1VHSGVSS TP GLASS UB'HS GL155 31 74 31 74 '-110.O FORGLSSTYPES 9, 12,13.14016 7@OR 1 12NON. Zi OR 1 1G'NOM. GLSSSIIE GIASS SITE GLASS TYPES O-16 EXI R IMAY NOT BE USEDwOR W INTEGRAL HN • FRAMES ®OR 3 70.73 ®OR 39 70.73 NOTES: GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) 1)OVERAUMPTOTIP) DIMENSIONSSH .FOR INTEGRALFINAND 13(TEMPERED), GLASS TYPE 15(TEMPERED) EOUAI. EG MOOWG,SUBTRACTI°FROMTHETI TQTPOIMENSIONIN GLASS TYPE THETASLE TO DETERMINE THENANOOW SQE 2) FOR SIZES NOT SHO . RWND UP TO THE NEXTAVAILARIE SIZE oL�Iall Width Glass Type: 4 Design Pressure (Ibslft2) for XO & OX Windows Meeting Rail: Standard 22-1/8" 0lerall Hgt. 37" Ote211 Hgt. 4B" OLerall Hgt. 55" Ovarall Hgt. 83" Ovalall Hgt. 20" A0.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +fi5.0 -80.0 25' -8p.0 +65.0 -80.0 +65.0 A0.0 +65.0 430.0 +65.0 �80.0 3T �00+65.0 -8D.0 +65.0 �0.0 +65.0�800 5.0-80.049" 1+657 -80.0 +65.0 430.0 +65.0 -8D.0 +65,0 �80.0 +65.0 A0.061" 430.0 +65.0 -80.0+65.0-80.0 +85.0 -80.0 +65.0 -76.8 6T �80.0 +65.0 410.0 +85.0 430.0 +65.0 -80.0 +65.p -71.3 74° d0.0 +65.0 4T0.0 *65.0 AD.O +65.0 -77.1 +6q.g -64.8 Overall Width Glass Types: 8 ihW 15 Design Pressure (Ibs/it j forXO 8 OX Windows Meeting Rail: standard 122_118-Overalli-Ilit.1 3T Overall Hgt. 49' Ovalell Hgt. 55" 0lelall Hgt. - 83° Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 25° +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -170.0 +80.0 -110.0 aT +60.0 -11o.p +Bo.o -tto.o +eo.o -t1n.o +60.0 -1m.o +eo.o a1o.p 49° +80.0 -110.0 +80.0 -11p.0 +80.0 •110.0 +80.0 -110.0 +80.0 -110.0 61' +80.0 -110.0 +80.0 -110.0 +gD.O -110.0 +80.0 -110.0 +80.0 -107.9' 67° +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BD.D -95.7' 7q^ +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.p -110.0 +80.0 -90.0' 40 Y = m 0 o� $ O O�8p Z Z O J p @ _ W m Y Z W _ U tW3 °0.0 F P ri'a Q aN 1Zp N oZ s Z W j W W m � 0 ¢ O � ¢ w C = In IaaVS o W o z z z z � O J W S Q ❑ aN�l o:ap sans V+ Ommll Width Glass Types: 8 thW 15 Design Pressure (lbslfe) for XO & OX Windows Meeting Rail: Heavy -Duty 22-1le" OLeIBII Hgt. 37" OLe1all Hgt. 49" Overall Hgl. I 55" 01era11 Hgt. 63" Overall Hgl. 76" Oterall Hgl. 20" +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110 0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 4V +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8a 76' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.6' Icy 1S16'NOM. GLASS STACK W16"ANOR AIRSPACE .090"SG HIS GLASS IS'ANOR ,� 3116'AN OR TTGLASS 3116"ANGLASS He 31 74 --I Vl NOM. 111 OR I 17NOK GVSS SITE GLASS BRE EXTERIOR a 74 ®OR 7a73 GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) NOTES: 1) OVERALL MP TO 11P) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOIS, SUBTRACT 1' MOM THE TIP.T TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE 'GLASS TYPEse-15 myNOTBE Us. VATH INTEGRAL FIN • FRAMES 1S18'NOM. GLASS STACK AIRSPACE 09 AIRSPA 19" AN OR W16' AN OR TPIA Gss 1IB" HG'SG S,,sS TP GLASS 37 74 37 bR 1B 17 NOM 1@OR 7@-. GLA63BGE EXTERIOR a EXTERIOR a 1116" NOM. GLASS STACK -.090"SG 17 Nm GiASSINTE m Y U.1 o O qq O ID (J N o W Q aloe Z J O i Z US O ZwU, ev n UUd 9y�y J H Z v 0a0 c w y �Z s z W J O W J ¢ O W < ® g O y K = (q N laaVS W o o z z � O K J W 2 6 � aN9 osep sway ro« Overall Width Sash Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Design Pressure (lbs/fe) for XOX Windows Meeting Rail: Standard 21-1/8" OLerall Hill. 29" Overall Hgt. 3T' Overall Hgt. 49" 0lemll Hgt. 55`Olemll Hgt. 63" OMNaII Hgt. /4 1/�% 12.038-12.052 +60.0 -60.0 +60.D 1 -60.0 +60.0 60.0 +60.0 -60.0 +50.0 60.0 +60.0 -60.0 44" t/r%rt/J 12.053 • 15.008 +60.0 60.0 +60.0 -80.0 +60.0 60.0 +80.0 60.0 +60.0 60.D +60,0 60.0 t/s-t/rt/4 12.D38 -13.302 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 49 t/J ml/rt/J 13.303-18.675 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +80.0 60.0 +60.0 60.0 12.038-14.333 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 53-1/9' t t t 14.334 - 18.050 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 ?/rt/4 12.038 - 18.302 +BD.O 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 6D.0 61" t J �/rt/3 18.303 - 20.675 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 r�q 12.038 •20.052 +6D.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +51.9 -51.9 76" custom 20.053-22.185 +60.0 60.0 +60.0 60,0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 t 3-/3 '/3 22.186 - 25.675 +60.0 60.D +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 ?/4 ••-24.082 +60.0 60.0 +60.0 60.0 +60.0 6D.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 92-1/B" custom 24.083-26.185 +60.0 60.0 +60.0 60.0 +60.0 60.0 +6D.0 60.0 +60.0 60.0 +57.8 -57.8 t/rt/j t/3 26.186 - 31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 t/ ��..t/y •` - 25.302 +60.0 60.0 +60.0 60.0 +60.0 60.0 +58.2 -58.2 +53.9 53.9 +48.7 48.7 9T custom 75.303-27.185 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +55.5 65.5 custom 27.186 - 31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +58.6 68.8 t/q_t/ 4 ^ - 28.302 +60.0 60.0 +60.0 60.0 +60.0 60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 109• custom 28.303-29.185 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +59.6 69A +51.3 -51.3 custom 129.186-31.038 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +52.5 -52.5 120" 1/a-t/z t/4 •` - 31.038 +6g.0 60.0 +60.0 60.0 +60.0 65.0 +58.2 -58.2 +53.9 63.9 +48.7 48.7 "MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH- 57,924 2 MIN. SASH WIDTH (FIN S EOUAL-LEO WINDOWS) = OVERALL WIDTH-56.9Ze 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS.SUBTrtAUl-MOMTHEMP.T MPOIMENSIONIN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FORSIZESNOTSHOWN,ROUNDUPTOTHENE AVAIIAM SIZE 1IB'AN GLASS 090"PVB S 4PPiwa9umsPU'IOEA41® *G�SE D;:eC as )ExT1IOAx 32 GL1 --�f--GLASS STACK 5 y` AIRSPACE .OST PVB m N I'AN GLASS 1R"ANGLASS 31 74of W vi n 3 nay O O N OR 1 Y Imo. ? awp O Q 0 LASSa GLASS BITE O EXTERIOR r? Z o a C 0 _I W � x ui� RIE .e ^ 70.73 U U 6 o 011 39 GLASS TYPE "vv In ^ w 13/16'NOM. GLASS STACK j O � H O AIRSPACE '6wPve UP ® rX N GLASS 0 x LO w IwVS 31 74 o � a OR 1 w (D n GL0.55 Br1E K EXTERIOR a a �\ all'1 'sap ax�a5 No.58705 TABLE 8' 1/8• HS GLASS 090'PVB VW Hs Goss 30 24 1R'NOM GLASS SITE EXTERIOR a 74 GLASS TYPE L16'AN GLASS ago' 30 y18•AN1GLASS 23 -1- MNOM. GVSSB E E% ERIOR a 74 32 GLASS TYPE 3 ^MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALLWIOTH-58.558 2 ^ MIN. SASH MOTH(FN B EOUA GWWDONS)-OVERALLWIDTH-57556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHONN. FOR INTEGRAL FIN AND EQUALLEG 6MNDOWS,SUBTRAGTI•FROMTHEMI T0.TIPOIMENSIONIN THE TABLETO DETERMINE THEIMNDOW SRE 2) FORSIZES NOT SHONN, ROUND UP TO THE NELTAVAILABLE SIZE Overall as Sash Width Glass Types: 2, 3 Design Pressu > 0 K O uN Q ❑ N � ry p N K _ 'L O p OJp Z LU z Z W w U V d oa F p J e v"a4 Z o j r F 9M0 - oZ z z p w J m O K W m F 0O i N bars 5 w a o a z z z � O J W rc = a o >r/u LY `�.``�ONY ..... i JOENSF ''�C 'Y * f No. 58705 = %AO S ATE�F ((7�� P S�ONAi E� `` A LVNN MILLER, P.E. PEOWM ^mom' Overall Width Sash Configuration Sash Width Range in 8 ) ( Glass Types: 6, 7 Design Pressure (lbs(fe) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 12.038 - 12.052 +65.0 $D.0 +65.0 $0.0 +85.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �" 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �4-+y +� 12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 49" 1/r1/a-1/J 13.303-18.675 +85.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 1/a +1 -% 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-118- 1/ /r1/J 14.334 - 18.050 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038 - 16.302 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 $0.0 +65.0 -80.0 61° 1/J/J-1/j 18.303 - 20.675 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +85.0 $0.0 +85.0 $0.0 +65.0 $0.0 1/4 % Y4 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.98 76" custo. 20.053-22.185 +65.0 -80.0 +65.0 $0,0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 22.166 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 11 ��/2-1t/ •'-24.082 +65.0 .80.0 +65.0 -80.0 +65.0 -BD.D +65.0 -80.0 +65.0 -74.1A +65.0 $7.5a 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 1/r1/J -% 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/41/r1� -25.302 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -74.1A +65.0 $7.5a 9T custom 25.303-27.185 +65.0 $0.0 0 +65.0 $0.0 +65.0 $0.0 +85.0 $0.0 +65.0 -77.9 1/J?/j!% 27.186 - 32.875 +65.0 $0.0 0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 11 -Y �� "-28.302 +65.0 $0.0 F+65.01 0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 109" custom 28.303 - 30.185 +65.0 -80.0 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/r1/JJ/3 30.186. 36.675 +65.0 .80.0 0 +65.0 -80.0 +MO -80.0 +65.0 -80.0 +65.0 -75.8 -29.483 +65.0 -80.0 0 +65.0 -80,0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �a-1�_+/4 -31.052 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 $0.0 +65.0 -74.1A A+65.0-76.9 120" custom 31.053-33.185 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 "• MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -50556 2 MIN. SASH WIDTH(FIN &EQUAL{ GWINDOWS)=OVERALL WIDTH-57656 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOM. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SU ITMCT I* FROMTHETP-TO TIP DIMENSION IN THETASLE TO DETERMINE THE WINDOW SME 2) FOR SAS NOT SHOWN, ROUND UP TO THE NEXT AVAIIASLE S� '-76.o FOR GIASSTYPE T 13n6"NOM. GLASSSTACK AIRSPACE .090'POa W16-M OR TIP GLASS IWANGLASS 31 74 )OR 1 trz' xOM GAGB E IXTERIOR a OR B ]0.73 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) m q j s o �gn o o IS U' N A. alap K Q Z o X ZLL� m� J U V d am oQ 10 W � E N z Z. Zs K W p W mQ m o w r ®$ J Of K W laars = W o z z � 'I ❑ an9 .,. v vvvluunlii�� BONY LYNA, •,. No. 58705 .� y ' A % F0 p, �O,o •., SATE >(V�� : 1)1 ",,',ONAL"Wil1 Nvv"v A LYNN MIILER. P E. P.EB58705 owrall Width Sash Configuration Sash Range (in) Glass Types: 8, 10. 11 Design Pressure Qbslft2) forXOX Windows Meeting Rail: Slantlale 21-1/8" OIerall HgL 29" Oerall Hgl. 3r' Overall Hgl. 49" Overall Hgl. 55" Overall Hgl. 63" Overall Hid. 1/4 1/z 1/ 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" 1/s-1/a-1/a 12.053 - 15.008 +80.0 -110.0 +80.0 -1f0.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 1/4 -Y-/ 12.038-13.302 +80.0 -110.0 +80.0 -1f0.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 •110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ?/ ?/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8' �/s 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +8D.0 -110.0 +80.0-110.0 +80.0 -110.0 1/ �/ �/ 12.038 - 18.302 +60.0 -110.0 +80.0 -110.0 +80.0 All +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 61° 1/a-1/ ?/ 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .99.2 76" custom 20.053-22,185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/s-1/ Ys 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 !1 Y4 "-24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-118" custom 24.083 •26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/s-1/s_1/a 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 402.3 1/a 11 -/ ^ - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +8D.0 -90.5 g7° custom 26.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 A10.0 +80.0 -110.0 +80.D -110.0 +8D.0 -102.7 1/s �% �/3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BOA -98.9 1/4-1/ 4 '•-28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -97.3 30.186-36,675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -92.9 1/_1/z ••-29.483 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.0 +80.0 -90.5 113-5/6" custom 29.464-33.185 +80.0 -110.0 +B0,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .108,5 +80.0 -94.1 1/3-1/ �/ 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/ �/i �4 - 31.052 +80.0 -110.0 *80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120° custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -90.6 ^ MIN. SASH WIDTH (FUWGE WINDOWS)= OVERALL WIDTH-5B.558 ^ MIN. SASH WIDTH(EQUAL-LEG WNDOM)= OVERALLVADTN-57.558 2 NOTES: 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN FOR EQUALi G WINDOWS, SUBTRACT I'FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE TIE WINDOW SIM� 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NUT AVAILABLE SQE 3I1WAN GIASS 090° SG Ss *W-NOM. EXT32 IWIFNOM. GLASS STACK AIRSPACE .WP SG 11B'ANOR TPGIAss 3I19'AN GIASS 31 74 ))OR 1 WNOM. GIAS SITE EXTERIOR a 'GLASSWPESS-15 MAY NOT BE USED WITHIN TEGRAL FIN • FRAMES TABlE11• Y16'HSGLASS 090'SG 3I16"HS GLA$$ 30 23 1rrSBI G A55B E EXTERIOR a 74 32 GLASS TYPE B I�� 1Y16-NOM 1 GLASS STACK A*PA VB TPSS 7®OR EXT OR GLASS TYPE 12 (ANNEALED) GLASS TYPE 13(TEMPERED) 13118"NOM. GLASS STACK AIRSPACE .090'SG 3 6•ANOR TPGVSR 1WHSGIASS 31 74 1®OR 7 1m MOM. OVERALL 556 --1Ida FOR GLASS TYPES B, 12, 13415 GVSS BITE ^MIN. SASH WIDTH(FLANGE WINDOWS) - ZDTH-5B EXTERIOR MIN. SASH WIDTH (EQUALIEG WINDOWS)= OVERALL WmTH-57.558 2 a G�SSTBEUSED 10-73 ®OR MA1• NOT BE USED MYN WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED) • FRAMES GLASS TYPE 15 (TEMPERED) NOTES. 1) OVERALL (11P TO TIP) DIMENSIONS SHOWN. FOR EQUALIEG WNDOWS, SUBTRACT 1- FROM THE TIP-T TIP DIMENSION IN THE TABLE TODETERMINETHEW OVAISITE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE OLemll Width Sash Configuration Sash Width Renga (in) Glass Types: 9, 12, 13, 14, 15 Design Pressure (Ibslft2)forXOX Windows Meeting Roll: Standard 21-118' OLemll H91. 29" Overall Hgt. 3r OLemll Hgt. 49" OLemll Hgt. 55" Overall Hgt. 63" OLemll Hgt. +/q_++/r+/q 12.038 -12052 +a0.0 -110.0 +80.0 -770.0 +80.0 -110.0 +80.0 •110.0 +80.0 -11 D.0 +B0.0 -110.0 �• +/ 1/ + �- G-/s 12.053-15.00a + 80.0 -110.0 + 80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �/r+/q 12.039 - 13.302 +80.0 -110.0 +BD.O -110.0 +80.0 -110.0 +80.0 -110.0 «80.0 -110.0 +80.0 -110.0 49' +/G �/r+/� 13.303-18.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 ?� +/q 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 5&1/8" +/r +/s ?/a 14.334 - 18.050 +60.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +/q �� ?/q 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +a0.0 -110.0 +90.0 -110.0 81' ++/+/a 16.303-20.675 +Sp.O -110.0 +80.0 -110.0 +80.0 •110.0 +80.0 -11 D.0 +BD.O -110.0 +80.0 -110.0 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 •110.0 +B0.0 -110.0 7s^ custom 2o.os3-22.1as +ao.o -1m.o +eo.o a1o.o +Bo.o -11n.o +eo.o -110.0 +eo.o a1o.o «eo.o -110.0 22.786 -25.075 «80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -710.0 +80.0 -110.0 •'-24.082 +80.0 -110.0 «80.0 -110.0 +BD.O -110.0 +8D.0 -110.0 +80.0 -110.0 +B0.0 -106.7• 92-1/B" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 «80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +/, ?/, +/, 26.186 - 31.048 +80.0 -110.0 +B0.0 •110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ++/q � ?/q ••-25.302 +80.0 -110.0 «80,0 -11D.0 +90.0 -110.0 +a0.0 -110.0 +80.0 -110.0 +80.0 -108.r BT' custom 25.303-27.185 *80.0 -110.0 *B0.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -1 t0.0 +80.0 -110.0 27.188-32.675 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 - 28.302 +80.0 -170.0 +80.0 -110.0 «B0.0 -110.0 *60.0 -110.0 +80.0 -110.0 +80.0 -106.7' 109' custom 28.303 - 30.185 «80.0 -110.0 «80.0 -710.0 +80.0 -110.0 +80.0 -110.0 +a0.0 -110.0 +B0.0 -110.0 +/ !!/r+/G 30.i8G - 36.675 +BD.O -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +Bp.O -110.0 ++/q_/ +/, ••-2s.4s3 +eo.o -110.0 +eo.o -11o.D +eo.o -110.0 +ao.o -110.0 +so.0 -110.0 +Bo.o -toes 113-5/8' custom 29.484 -33.1 BS +90.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 «80.0 -110.0 +80.0 -110.0 33.186 - 3a.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 ++/a--+/r�4 •� - 31.052 +80.0 -710.0 +60.0 -710.0 +80.0 -110.0 +BD.O -110.0 +80.0 -110.0 +Bp.O -108.r 120° custom 31.053-33.185 *B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +8D.0 -170.0 «8D.0 -110.0 +90.0 -107.8 custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 W � m ❑ o 0 O O Q J O S W O UUd o� u.ow H Z v u F axa oj^ a � Z oZ °u ,m � W W J J Q O R W Q' ®B J W F� O In hays 5 Q o z W W o Q 0 O J W = Q ❑ O'ijk YILYN a: No. 5a705 . P ",, �ONALIStl� A LYNN MILLER. P.E. P.E.R68705 TABLE 12: Glass Types: 1 thru 7 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. I 55" Overall Hgt. 1 63" Overall Hgt. Width a a a a a Head & Sill ' Head &SIII ' Head 8 Sill Head 8 Sill ' Head 8 SIII 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+C2+1 3 3T 1+C2+1 2 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 131 1+C2+1 3 1+102+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 6T 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 74' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 1+u+1 rorc Twos � iruw i, a as Glass Types: 8 thn15 Anchor Quantities for XO & OX Windows Meeting Rall: Standard hall 22.118" Overall Hgt. 37' Owrall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall H9t. Head & Sill E Head 8 Sill m Head 8 Sill m Head &SIII m Head 8 SIII m 20' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25° 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+133+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 131 2+C3+2 3 F 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: L 22-VC MM. O.C. tr MAX. O.C. --ry 2-ANCHOR CLUSTER DETAIL Glass Types: 8 thm 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall 22-118° Overall Hgt. 37° Overall Hgt. 49"Overall Hat. 55' Overall Hgt. 63' Overall Hgt. 78" Overall Hgt. Widtha Head & Sill E Head & Sill a Head & Sill a Head & Sill a 5 Head & Sill a ' Head & SIII a n 20" 1+C2+1 2 1+C2+1 2 1+C2+1 31 i+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2N 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1<2+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 78° 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 9-MA(. REPEATANCHOR PATTERN ATSILL e-MA%.O.C. r— '7/// 3-ANCHOR CLUSTER DETAIL 4ANCHOR CLUSTER DETAIL NOTES: 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL EG WINDOWS. SUBTRACT V FROM THE TIP -TO -TM DIMENSION NWE TABLE TO DETERMINE THE WINDOW SIZE. 2) MR SIZES NOT SHOWN, ROUND UP TO THE NE)(T AVA ASLE SIZE m ❑ � o y D' N Q a O 'laa z$ 0 w o x mi E 00 o� J � F Z J.HO O LU ❑ N Z Z K W J O W J m f m U. O z 0 x a 717 a o O Y o rc O U Z m 111p1I I❑I, ��t\ONY ...... ' No. 587D5 'P ,`1SN �.,,yONAL ivvvvv ...°.�• Overall Width Sash Corlfigumtion a Ssh Witllh Range (in) Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/9° /hemll Hgt. 29° Owrall Hgt. 37° Ovemll Hgt, 49' 0.mil Hgl. 55° Overall Hgl. 63' Oesmil HSI. a Head & SIII `� Head & Sill m Head & Sill ' Head & Sill a 5 Head & 5111 I Heatl & Sill 9 12.035-12.052 1+C2NaC2+1 2 1+02+1aC2a1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2N+C2+1 3 44° 1a-1/a-%i 72,053-15.008 1+C2t7+C2+1 2 taC2+1+C2+1 2 1+C2a7+C2+7 2 1aC2+7tC2+7 3 taC2+HC2a1 3 7+C2+NC2N 3 12.038-13.302ri.C2+3+C2+1 2a7+C2a7 2 1aC2+1+C2N 2 1+C2a7+C2+1 2 I+C2+1+C2+1 3 taC2a1+C2+1 3 1+C2+1+C2+1 3 49° 1/ate/s�/a 13.303-16.8752+NC2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1aC2+1 3 7+C2I+C2+1 3 Ir1/ 12.038-14.3332+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53118° 1 r1a �/a 74.336-18.0502ataC2a1 2 7tC2H+C2+1 2 1+C2a7+C2+1 2 NC2tNC2a1 3 7+C2a7+C2+7 3 1+C2NaC2a1 3 1/ 12.038-16.3022+1+C2N 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2N 3 61° 1a�a�a 16.303-20.6752+NC2N 2 1aC2N+C2a7 2 1aC2+NC2+1 2 1+C2a7+C2+1 3 1aC2+1+C2N 3 1+C2N+C2a1 3 1/%!/ 12.038 - 20.0622+2+C2N 2 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76° custom 20.053 - 22.1852+1+C2+1 2 2 1+C2+1+C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t o-/a- s 22.186 - 25.6752+1+C2+1 2 2 1+02+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1/ %x_Y ••-24.0822+3+C2+1 2 2 1+C2+3+02+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8- custom 24.083-26.1852a2+C2N 2 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/,1�%a 26.186 - 31.0382+1+C2+1 2 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /r1/ °• -25.3022a3aC2N 2 2 1+C2a3+C2+1 3 1+C2+3aC2N 3 HC2+3+C2*1 3 g7° custom 25.3D3-27.185C2+2+C2+1 2 2 1+C2+2aC2+1 3 1+C2a2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038C2+2+C2N 2 2 1+C2+2+C2N 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 7/ �/r1/e •• -28.302C2+3+C2N 2 2 7+C2+3+C2+1 3 1+C2+3+C2+1 3 7+C2+3+C2a1 3 1IYY custom 28.303-29.185C2a3+C2N 2 2 HC2a3+C2*1 3 1+C2+3+C2+1 3 1+C2+3+C2N 3 eualam 29.186.31.038 1+C2a3aC2+1 2 21 1+C2a3+C2N 3 1+C2+3+C2+1 3 1+C2a3+02+1 3 120" �/i '2-14 —-31.038 1+C2+3+C2+1 21 2 1+C2a3+C2N 3 1+C2+3+C2+1 3 1+C2+3+C2N 3 '- WIDTH WINDOWS)• OVERALLWIDTH-5TS24 MIN. SASH tFIANGE 2 MIN. SASH WIDTH(EQUALI GWINDOWS)=OVERALL WIDTH-58.04 2 GUIDE TO USING ANCHOR QUANTITY 14C TABLES FOR XOX WINDOWS: CLUSTER OF2 ANCHORS 1 ANLHORAT CEMEETINGMRIEDAT HE- 3. THE SASH MEETNG RAIL T n-ix MAX. O.O. 9•MA% I NOTES: 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR ECIJ LiEG MEETING WINDOWS. SUBTRACT 1• FROM THE TIP-T(NT1P DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SM 2) FOR SUES NOT SHOWN, ROUND UP TD THE NETT AVAILABLE SRE 17•M O.C. 2-ANCHOR CLUSTER DETAIL ANCHORS INWE TEREI ATTHE I MAMB 12'K=JOO. _{ THESASH B• MA%. X REPEATANCHOR PATfERNATSILL = m Y W ] � o 1n a ❑ m >n 7N i ao o O O E m z� d �2< F oN axa o j a� 2 E 2 GO � J W m w LL O F O �N.F- N. ) O x < Imes a � O oQ o Z 0 J Z I Q 6 a/)1 'asap sauas Uemll Width Sash Configuration Sash Width Ra0ge (n) Anchor Quantities for XOX Windows Glass Types: 2,7 Melling Rail: Slanandattl 21-il8" 0veml1 H9t. 29" Overall H9t. 37" Overall H9t. 49. Ouemil Hgt. 55. Overall Fle. 63" Overall Hgt. Head &Sill E Head & Sillki Head & Sill Heatl &Sill m Heatl 8 Slil g Flead 8 Sill A Y,1/Y1� 72038-12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 21 7+C2+1+C2+1 21 1+C2+1K2+1 13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44• 72.053-15A06 1+C2+7+C2+1 2 1aC2+7aL'2N 2 1*C2a7+C2+7 21 t+C2+1+C2+7 3 t+C2+1+C2+1 3 1+02+1+C2a7 3 12.038-13.302 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2a1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 4T J/a J/s 13.303-16.675 7+C2+1+C2+1 2 1+C2+1+C2+1 2 t+CZ+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 111/y 1/ 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+M+l 3 53-7/8 14.334-18.050 7*C2+1+C2+1 2 1+C2+NC2+7 2 1+C2H+C2N 21 7+C2N+C2N 3 7+C2*7+C2+1 31 7+C2H+C2+7 3 12.038 - 16.302 1+C2a1+C2H 2 7+C2+1+C2+1 2 NC2N+C2+1 2 7+C2+1+C2+1 31 1+C2+1+C2+1 31 7+C2+1+C2+1 3 61' 18.303-20.675 1+C2+1+C2a1 2 1*C2+7+C2+7 2 1+C2+1+C2+1 2 1+C2+1+C2+7 3 1+C2+1+C2+1 31 HC2N+C2N 3 1/4_% -/ 12,038 - 20,052 1+C2+2+C2+1 2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 70' custom MOM-22,185 1+C2+1+C2+1 1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+7+C2+1 3 22.788-25.875 NC2+1aC2a1 i+C2a12 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1aC2+1+C2+1 3 1+C2+1+C2+1 3 1/4I/I 1� w -2C082 i+CZ+3+C2+1 3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+7 3 92-1I8• custom 24.083-25.185 1+C2+2+C2+12+C2+1 KI+C22 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 1+C3+2+C3+1 31/ 1/ 1/ 28.188-31.048 7+C2+t+C2+12+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2.=+1 3 1+C3+2+C3+1 3 !/r+/, "-25.302 1+02+3+C2+13+G2+1 2 t+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97' custom 25.303-27.186 I+M+2+C2+12+C2+7 2 1+C2+2+C2+1 2 i+C2+2+C2+7 3 t+C2+2+C2+1 3 1+C3+2+C3+1 3 27.186-32,675 7+C2+1+C2+1 2 12+C2+1 21 1+C2+2+1 2 1 2 1+C2+2+C2+1 3-i+C2+2+C2+1 3 1+C3+2+C3+1 3 .28.302 1+C2+3+C2+1 2 7+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+03+3+C3+1 3 i D9• custom 28.303 - 30.185 1+62a3+(02+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 31 1+C3+3+C3+1 3 30.185 - 38.675 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 7+C2+2+C2+1 3 1+C3+2+C3+1 3 1/ j/ �/4 "•-29.463 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3a1 3 1IM18" custom 29.464.33,185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C273+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-+/r11 " .31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 I+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 17a+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.188-38.222 t+C2+2+C2N 2 C2+2+C2+1 2 1+C2+2+1 2 1 2 7+C2+2+C2+1 3 1+C2+3+C2+1 3+ 3 1+W+C9+7 3 -MOLSASHWDW(FLANGEWNDOWS)-OV UWIOTH-56556 2 MIN.SASHWIDTH(EOUAL MWINDOWS)•OVERALLWIDTH-57.556 2 9-MAX. NOTES: 1) OVERALL (TIP TO MP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP-T0.11P DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIIABLE SEE. 12"MAX. O.C. 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: MEETING ML .ucn0^SnT / 0 MEETINGRAR 71n TWO(. X REPEAT ANCHOR PATTERN AT SILL ti W YY� o M o 0 'nay v0i 0 � a O C)_io H w o ZLLm eV= U o� J n Lw.1d U, as p V ¢ 'JMO o j - F N Z 3 z W N m 0 a r o ®& K O x F- Q ,aaRs ¢ � p o o f Z O Z S a a qg a p sa TVV-.ftC..fig.1.tIom Sash Width Range (in) Glass Types: 8. 10. 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/B' 0e211 Hgl. 29" OLemll Hgl. 37° OLemll Hgl. 48" OLerall HBt. 55' Om:mil Hgt. 63" Ouemll Hgl. Head 8 Sill 9 a Head 8 Sill a m Head 8 Sill a Head 8 Sill ' Head 8 Sill a m Head 8 Sill E i 12038-12.062 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 aa" 1/r1/a-�o 12.053-75.008 1+C2*7+C2+1 2 1*C2+7+132+7 2 1tC2a1+C2a7 21 1+C2+1tC2a7 3 HC2+1aC2+1 31 1+C2+1-C2+7 3 1Y 1/r1% 12.038-13.3D2 /+C2+7+C2+1 2 i+C2N+C2+1 2 1+C2N+C2+1 2 1+C2+1+C2N 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49 1/rt/a-1/a 13.303-18.675 1aC2+1+C2+1 2 NC2.7+C2a7 2 1+C2+1+C2*1 21 1+C2+7aC2*1 3 1+C2+7+C2+1 3 7+C2a7+C2a7 3 12.038 - 14.333 1aC2+1+C2+1 2 1+C2+1aC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2N 3 1+C2+1+C2+1 3 53-1/B' 14.334 - 18.050 NC2+t+C2+1 2 7+C2aHC2a1 2 1+CZ+i+C2+1 2 7+C2+1+CZ+1 3 1+C2+NC2+1 3 i+C2+1+C2+1 3 Y, J/r111 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+CZ+1 3 1+C2+2+C2+1 3 1+C3+2+C3+7 3 fit' 18.303-20.875 1+C2+7+C2+1 2 1tC2+1*C2H 2 1+C2+7+C2+7 2 1*C2*7+C2+1 3 1+C2+7+C2+1 3 t+C3+1+C3a1 3 12.03B - 20.052 1tC2+2+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 7+C3+3+C3+1 3 7+C3+3+C3+1 3 TV custom 20.053-2Z185 1+C2+1+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2a2+C2+1 3 1+W+2+C3+1 3 1+C3+2+03+1 3 %r7/r1/ 22.las-25,676 1+C2N+C2N 21 1+C2N+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 131 1+C3+1+C3+1 3 1+C3+l+C3+1 3 1/4 �/ Y, "-24.082 1+C2+3+C2N 21 1aC2+3+02+1 21 1+C2+3+C2+1 2 1+C2+4+C2+1 13 1tC3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083-25.185 1+C2+2+C2N 2 'I+C2+2+C2+1 21 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C3a2+G3+1 3 1+C3+2+C3+1 3 1/r1/r1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 21 7+C2+2•C2+1 2 1+C2+2+C2+1 3 1+03+2+C3N 3 t+C3+2tC3+1 3 %/r�4 " -25.3D2 1+C2+3+C2+1 2 1+C2+3+C2N 2 7+C2+3+C2+1 2 7+C2+4+C2+1 3 7+C3+4♦03+1 3 1+C3+3+C3+1 3 BT custom 25.303-VAS5 7+C2+2 C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C20 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 Yr�rY 27.188-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2aC2a1 3 7+C3+2+C3N 3 4+C3+2+03+1 3 art/4 -28.3D2 1+C2+3+C2+1 2 1+02+3+C2N 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 7+C3+4+C3+1 3 1+C3+3+C3+1 3 109' custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/j!/ 130A86-35.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 121 2+C3+3+C3+2 3 1 2+C3+3+C3+2 3 1+C3+2+C3+1 3 �r� -28,d63 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2N 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 28.464-33.785 1+C2+3+C2N 2 1+C2+3+C2+7 2 1+C2+3+C2+1 2 7+C3+3+C3+1 3 1+C3+3+G3+1 3 7+C3+3+C3+1 3 1/r1/j �/j 33.788 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2t2 2 2aC2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2•C3+2 3 1/r1/r+� "-31.052 t+C2+3+C2N 2 1•C2*3+C2N 2 1+C2+3+C2+7 2 1+C2+4+C2a7 3 1+C3+4+C3+1 3 1+C3+3+C3N 3 120° custom 31.053-33.1N 1+C2+3+C2+1 2 1+C2+3+C2N 2 1+C2+3+C2N 2 1tC3+4+C3+1 3 7+C3+4+C3+1 3 t+C3+3+C3+1 3 custom 133186-35.722 2+C2+2+C2a2 2 2+C2+3aC2+2 2 2+C2+3+C2+2 21 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 °' MIN. SASHWDTH(FLANGE WINDOWS)- OOE_RALL WIDy-50556 2 •' MIN. SASH WIDTH(EQUAI-L GWINDOWS)=OVERALL WIDTH-57.5% 2 VAO MAX. s' MAX. NOTES: t) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1-FROM ME TIPJO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SOES NOT SHOWN. ROUND UP TO ME NEXT AVAILABLE SIZE 2-ANCHOR CLUSTER OETAIL 3ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX W NDOWS: MEEDNGARAITME 3T ECHORSAT FMED LIIE yMEETING 1 ANCHOR AT 12'MPX O.C. A THE SASH _J _=..I'REP�TMGHOR X � uccnPATTERN AT SILL my j 3 M y pa 5 on O p O a;m O r K Q O ToZ p o g Z o ZU' To Sd -J..- UUu to Z u � axa n Fa- Z 6K o Z $ Y j W m on LL O O e N }F} ry 0 Q To -Vs a 0 O ¢o o z K U Z = � Q NIS 'San Wi5 * No, 58705 ' VV (V` / �NAL 1E LLB A LYNN MILLER. RE OMerall Width Sash Cold'igumtion Sash Width Range (in) Class Types: 9. 12, 13, 14. 15 Anchor Quantities for XOX Windows Meeting Rail: standard 21-1/8" Olemll HgL 29" Uxmll Hill. 3T' 13Memll Hgt. 49" OMsrall Mgt. 55" Duemll Hgl. 83" OMemll Hgl. a Head & Sill -EN-. Head & Slll ' a Head &Sill ,� Head 8 Sill � Head 8 Sill a m Head & SIII a F 12.038.12-052 1+C2a1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 HC2+1.C2+1 3 I+C2a1+C2H 3 1+C2+1+C2+1 3 44' 1/ 1/a!/a 12.053-75.008 HC2+1+C2H 2 HC2+1+C2+1 2 7+C2a1+C2+1 2 1+C2a1aC2H 3 1*C2a1+C2*7 3 7+C2+7+C2+1 3 12.038 - 13.302 1+C2r1+C2H I 2 1+C2+1+C2a1 2 1+C2+1+C2a1 2 1+C2+1+C2+1 3 1+C2+1+C2a1 3 1+C2+1+C2+1 3 4s 13.303-18.875 taC2H+C2H 2 1+C2+1+C2H 2 1+C2H+C2H 2 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+HC2+t 3 1/4-a/!/ 12.038-14.333 1+C2H+C2H 2 'I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2a1 3 1+C2H+C2H 3 1+C2+1+C2H 3 531/8 14.334-18.050 1+C2H+C2H 2 HC2H+02H 21 1+C2+1*C2H 2 1aC2H+C2H 3 1aC2+7+CN1 3 1+C2H+C2H 3 Y4_+/r% 12.038-18.302 7+C2+2+C2+1 2 1+C2+2+C2+1 2 HC2+2+C2+1 2 HC2+2+C2+1 3 1+C2+2+C2+1 3 t+C3+2+C3+1 3 61" %!!/r % 18.303-20.675 1+C2+1+C2+1 2 HC2+1+C2H 2 1+C2+1+C2+1 2 1rC2*1+C2+1 31+C2+1+C2a7 3 1+C3+1+C3+7 3 1/ !/ % 12.038-20.OS2 1+C2+2+C2+1 2 1+C2a3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C3+3+C3+1 31 1+C3+3+C3H 3 76" cuslam 20.053-22.185 1+C2+1+C2+1 2 HC2+2+C2+1 2 1+C2+2+C2H 2 1+C2+2+C2+1 3 1+C3+2+C3a1 31 1+C3+2+C3+1 3 �i 22.188-25.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 taC2+1+C2+1 2 I+C2+1+C2H 3 1+C3+1+C3+1 31 1+C3+1+C3+1 3 ?/!/ Y, '- -24.082 i+C2+3+C2H 2 i+C2+3+C2+1 2 HC2+3rC2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 31 1+C3+4+C3H 3 92-1/8' custom 24.083 - 26.165 1+C2+2+C2H 2 HC2+2+C2+1 2 HC2+2+C2+1 2 HC2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 26.188-31.048 1+C2+2+C2+1 2 7+C2+2+C2H 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+03+1 3 7+C3+2+C3H 3 1/%r%4 "" -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 HC2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3H 3 ar custom 2S303-27.165 1+C2+2+C2+1 2 1+C2+2+C2H 21 14C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+0+1 3 1/a-�r1/a 27.188 - 32.675 1+C2+2+C2+1 2 7+C2+2+C2+1 21 1+C2+2+C2H 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+132+C3H 3 Y !/r1/ -28,302 1+C2+3+C2+1 2 1+C2+3+C2H 21 1+C2+3+C2+1 2 1+C2a4+C2H 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109° custom 28.303 - 30.185 HC2+3+C2H 2 HC2a3+C2+1 2 1+C2+3aC2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 i+C4a3+C4+1 3 1/j �a/!/ 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3a2 3 2+C4+3+C4+2 4 Y!/%4 ""-29,463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2H 3 1+C3+4+C3+1 3 1+C4a4+C4+1 3 113-5/8" custom 29.464 - 33,186 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3*C3H 3 1+C3+3+C3H 3 1+C4+3+C4✓1 3 1/ t/ t/s 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+04+2 4 11 �!/ ""-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 S 1+C4+4+C4+1 3 12W custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+7 3 1+C3+4aC3+1 3 1+C4+4+C4+7 3 custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3aC3+2 3 2+C3+3+C3a2 3 2+C4+3+(ga2 4 "•MIN.SASM%MM(FLANGEWN00WS)• OVEM WD711-58558 2 ^ MIN. SASH W M(EQUAL G WINDOWS). OVERALLWIDTH-57.555 2 NOTES: 1) OVERALL (TIP TOMP) DIMENSIONS SHOWN. FOR EOUAL EG WNDOWS, SUBTRACT I- MOM THE TIP-TO-N DIMENSION IN THETABLE TO DETERMINE THE WINDOW SUZ 2) FOR SIZES NOTSHOWN, ROUND UPTOTHENE AVAIMABLESQE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 1 T�i1 22-0Q" MM.1 9" MAX. MEETING RAIL 2-ANCHOR CLUSTER DETAIL 3-ANCHOR CLUSTER DETAIL 4-ANCHOR CLUSTER DETAIL MEETINGRAIL c I "a THE SASH 9" MAX. X REPEAT ANCHOR PATTERN AT S&L m � > IS K IS f7 N �� alas K Q OJ F Z z J O o O Z W b vu n 2 W F Z N 9M0 �za6 2 z $ WI m K W J J m LL O F¢- O � x � < o Z O Qo p rc U Z = Q Q an'1 "aza0 zaaa5 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAMEWOUVAMI)FRAME ANCHOREDTHROUGNFRAME ANCHORED THROUGH FRAMEAND IX BUCKSTHIP OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. DIRECTLYINTOCONCRETFJCMU. INTO CONCRETE(CMU. SEE NOTE 2, THIS SHEET. 1/4'MAX. SHIM EDGE DISTANCE { EMBEDMENT SEETABLE NOTE B, FOR 114'MAK GRIM �1 EMBEDMENT T— HEAD TYPE SASHMSIBLE ..1 12 0 a ' EWE UGHTmmMAXI EDGE EMBEDMENT DISTANCE 1T DISTANCE 35 FIXEDVISIBLEP.ANCHORTYPE,BEDMENTANDEDGE PER SUBSTRATE,E E ISHM#DISTANCE ETABL 2'LENGTH,CEHTERED SS EXTERIORABOVE SASH V 14 15 1ANONORTYPE, TYP.ANCHORTYPE, EMBEDMENTAND EDGE EMBEDMENTANDEDGE pyEy LLNADTI DISTANCE PER PERATE, SUBSTDISTARCE GEETABLE 19 &NOsumTEBFOREETABLEI9 HORIZONTAL SECTION A -A SNOTEBFOR HEAD TYPE. & NOTE B FOR HEAD TYPE. &NOT BFO (GROWN YJITH I G. GLALNG) HEIGHT VISIBLE LIGHT HEIGHT I 6'LENGTH, CENfE OVERB3'. 1/4'AMIt. EMBEDMENT SHIM TE�Y ERIOR • ' EDGE TYP.ANCHORT) DISTANCE EMBEDMENTAN DISTANCE PER E INSTALLATION OPTION 2 SEETABLEI9. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B HORIZONTAL SECTION C-C (SH(AWNIA THMONO.GUZING) NOTES 1) USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 19, FOLLOW EMBEDMENTAND EDGE DISTANCE OMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ONANYSIDE OFTHE WINDOW. 2)MASONRYANCHORS MAY BE USED INTO VAODAS PER TABLE 19. ALLWOOD BUCKS LESS THAN 1-12' THICKARETO SE CONSIDERED 1X INSTALLATIONS. 1XMOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIREMYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2 ME1-0R-THICKOR GREATER 1X AND BUCKS (WHEN USED) SHALL BE DESIGNEDTO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILNY OF THE ENGINEER ORARCHITECTCFRECORD. 3) VISIBLE UGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO READING. EXTEERIOR v ' MIAMI-DARE APPROVED MULLION, FBC COMPL4WTALUMINUMISTEELFRAMING OR STEEL SWD. MAY 9E VERTICAL OR HORRONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. Min. E09e Min. Subatgte D.W. E.Wment Southern Piro (M.55) 9/18' 1-NS• AlmnNwn.S mirin. 318' OBS3' AU Steel 3AV ome r410 Steel S1W. 0, W min. W D W (18 Go) Concrete(min. 3.35 W) 1- Un9routeE CMU, (ASTM 090) 2-1N'11/4'SOMhem Pine (SG-0.55) 1'138"Cmcret. BrIn. ZSS hap 1'138- Un$roWW CMII,(ASTM C90) z-tY!' 1114' SUMhem Poo(SG�.55) 114-MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL ITP. ANCNORTYPE EMBEDMTANUM DISTANCE PER GUS SEE TABLEMIG, 19. A)MIN.OF3THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEADAND $ILL. PANHEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE AMBS. C)'UNGROUTEDCMU' VALUES MAY BE USEO FOR GROUTED CMU APPUCATIONS. u m 23 R 4 Y 0 y Q O O N g no alo0 0 OJ r m C a IRS. Z w� Z m LL z e o� U z ®y J ,. oq �N W r 'JNA L�Ue pZm Z o u W J O W Z m O N � � 5B� K S LL O_ o � � ~ o � G C J •S Z _ = +0!1 Tao a vas ONY I LYNIV ?: 9 - #.; No. 58T05 . AO,o eHFD .4L, i�So. ORION ,...C2A�:� INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME IWOM WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX BUCKSTRIP OR HUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETEICMU. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4^MAX. SHIM JI I-� 1N"MAX. SHIM EDGE DISTANCE EMBEDMENT I EMBEDMENT T— SASH VISIBLE � 2 8 v4^MAx. SHIM O EMBEDMENT EDGE ��---'TTT ucHrLMDTn 17 EDGE DISTANCE DISTANCE TYP.ANCHORTYPE, L� FIXED VISIBLE I- LIGHT WIDTH EMBEDMENTANDEDGE • DISTANCE PER SUBSTRATE,SEE TABLE 20. 83 7�If��I1 EXTERIOR ^ 3 12• LENGTH, CENTERED TT L�J .., 20 ABOVE SASH ° • •. 18 V . , s 4 15 TYP. ANCHORTYPE, I TVP. ANCHOR TYPE, EMBEDMENTAND EDGE EMBEDMENTANDEDGE BUCK WIDTH _ DISTANCE PEREPER TABLE 20 SUBSTDISTANRATE, SUBSTRATE, SEE TABLE 20 HORIZONTAL SECTION S A & NOTE B FOREETABLE20 NOTE B FOR HEAD TYPE. 4 NOTE B FOR HEAD TYPE. -A (6HOWN WITH I.G. GLAZING) VISIBLE LIGHT 1/4^MAX. SHIM HEIGHT I BUCK HEIGHT 52 6 INSTALLATION 50 51 OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 50 TYP. ANCHOR TYPE, EMBEDMENTANO 13 EXTERIOR EDGE DISTANCE 10 40 � v V SUBSTRATE, PER UBS SEE B20. 18 9 14 75 MAMI-DADEAPPROVEDMUWON,FBC / COMPLANT ALUMINUM9TEEL FRAMING)/ HORIZONTAL SECTION C-C OR STEEL STUD, MY BE VERTICAL OR 6"LENGTH, CENTERED AT HORIZONTAL SEE SUBSTRATE MEETINGMIL, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 20. HEIGHT IS OVER 62'. 1/4° MAX. 1 SHIM , EMBEDMENT EXTERIOR EDGE TYP. ANCHOR' DISTANCE EMBEDMENT DISTANCEPEF INSTALLATION OPTION 2 SEETABLE20. ANCHORED THROUGH FRAME DIRECTLY INTO CONCREFJCMU. VERTICAL SECTION B-B 7 ST# 1) USE ONLY SUBSTRATEJIPPROPRATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OFTHE WINDOW, 2) MASONRY ANCHORS MAY BE USED INTO MOD AS PER TABLE 20. ALL WOOD BUCKS LESS THAN 1-in'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 1AW THICK OR GREATER. IX 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 ORARCHITECTOFRECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Min. Edgq Min. AndM1dt SYbetreta Distance Emtadment SOu1M1Em Pine (SG=0.55) B/16° 13T0" 012 Steal' Aluminum,WB°-TSmin. 18' O.Ofi3" 18E of SS Scmw A36 Steel SB" OA83° SUnI Stud, GI. 33 min. 3/B" Oi (18 Ge) Odnomte(mm. 3.35 Kei) 1' 1314' 11i H0 SS Cre aFIaK Unmated CMU, (STM C-90) 24 I-W Sau@em Pine (SG=8551 1• 1-MB' COMrtM(min. 2.051 1• 1-M8" 1l4' Steel St. Un9muted CMU, (ASTM C90) 242' 1-1/C Ul Soi Pine (SG-0SS) 1 1'1 13w A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/H U THEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE 14MB5. C)•ONGROUTEDCMU" VAWESMAYBEUSEDFOR GROUTEDCMU APPLICATIONS. � m Y 1 O a 0 m N .'y Cq C7 n in alod Of Q Z O a LL P m N W o 2 '=p W U O .o O Ul .p-. �> v 2 Z m $ K W J C7 W m LL m IX ®' N W 0 < 2 g O g OZ72 Ir, �101111111" '' LYNIV ', �.�`` OtJY �l ... * : NO.58705 TE A LYNN MILLER, P E P.E.458705 INSTALLATION OPTION 5 ANCHOREDTHROUGH FIN INT02K WOOD FRAME OR SUCKSTRIP, TYP.ANCHORTYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. \ �— EMBEDMENT -� EDGE DISTANCE EDGE DISTANCE T 2 BUCK HEIGHT EDGE EDGE INSTALLATION OPTION 5 EDGE DIsrPNCE ANCHORED THROUGH FIN INTO 2K 1/4-MA)(SHIM --� EDGE DISTANCE DISTANCE I~ DISTANCE WOOD FRAME OR BUCKSTRIR aTYRANCHORTYPE, O t/4'MAXSHIM EMSEUMENTANDEOGE DISTANCE PER SUBSRLATE, SEE TABLE21. SASH VISIBLE .,.I 5 f LIGHT WIOIH 12 17 EMBEDMENT 35 EMBEDMENT 1 1` LIGH VISIBLE L I' ucHrW DTH nfil SHIM LENGTH, CENTERED 83 RIOR EXTE, EMBEDMENTAND EDGE DISTANCEPER -UBS11RATE,SEETABLE21. VISIBLE LIGHT HEIGH 52 - -- 1l4•MAx SHIM BUCK WIDTH if HORIZONTAL SECTION A -A (SHOWN wrm Lc. cu1ZINc) INSTALLATI OR STEEL STUD. HORIZONTAL SECTION C-C HORIZOt (SHOWN WITH MONO. GIALNG) PI NOTES: A CH RS UST DONT BLE21.. FOLUDE ANCHORS LISTED SUBSTRATE-APPROPRIATE TABLE 21. FOLLOW EMBEDMENTAND EDGE DISTANCE EDGE DISTANCE UMRS.ANYINSTALLATIONOPDON SHOWN MAYBE USED ONANYSIDE OF EXTERIOR THEWINDOW. TLIGHTEDGE TANCE 2 WIDTH HT DAYLIGHT (ALSO REFERRED TO AS DAYLIGHT LS(], REFERRED EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 ANDEDGEDISTANCEPER TO BEADING. ANCHOREDTHROUGHFININT02X SUBSTRATE, SEETABLE21. 3)ANCHORTO BE INSTALIEDYMIIN MOD FRAME OR BUCKSTRIP. 2-In-OF FIN CORNER VERTICAL SECTION B-B EXTERIOR v INTEGRAL FIN TYRANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TAEIE 21. Anctmr SuiAtmm Min. Edge Distance Max O.C. Min. Em6eOment 2A1 x.113-13.Nail Southern Pine (BG=0.55) wiv S• 2-7/16• 2-IM' x.131" Gammon Nail Southern Pine (SG=0.55) 316' 5' 2-7I16• 2-112" x.t45" Roofing Nail Southem Pin.(S(3=055) W81. 5" 2+7116- 2-11T x .145' Rooli g Nall Southem Pine (SG-0.55) 31B" 5" 2-7/16- Sout1aernP1nS(SG=0.55) U2" 6' 1-316' 010 Steal Tmseheep Scmwor gig Steel, 1" or 410 SS Screw 0125' Aluminum, MM-15 min. 516' 5" 0.w BOW eSteal WIS. 5" 0.050' 0.045' (16 Ga) Steel Stud. Gr. 33 min. 5(IT 5" 0.0 - V min. er a W Y W i > 0 as O E w ¢ Q s m Z z ZW tO - C Od oa pp rO Z r v a F p«p 6 oZV Z Z u K LL J m O O O a O Z Q O JJ li K Q Q Z_ �0!1 osap ewa5 Y LYN i No 58705 A r Fw 2.]26' �{ j 25fi0' Ofir O NEAD, FIANGE FRAME O SILL, FLANGE FRAME — 2.10Y ----{ 062' T 22I]Y 2.724' 3.184' OHEAD. INTEGRAL FN FRAME OSILL, INTEGRAL O FIN FRAME 7W '�-�— 2.148" 1.300• Ofir IA3fi .100' � 1.310U' 1 SASHTOPS 11 54SHPULLRAIL 1z SASHLOCKRML 1a BOTTOMRAIL O50' 045' II ]85 T.", ° —y.48r _ 87/18°BEAD i4 Lt6°BEAQ TABLE 22 MATERIAL PROPERRES USED FORANCHORAGE GLCULATONS: Mo vO MM.F MA F° $N screw Bxx•1 im kel lms5 w Wkd 85ks1 410s'. BOksl ilDksl Eke U@aCMV 41O SS EkO MWF100 155W WAMI In ml 1617b1 N14iT5AWNmm 1S k.l T2 YsI ASS lit I ]9 kH S9 pl G[m514-1— 53 xs1 45"1 Fes-- 2.724• --�i I I 2Afi0 Ofi2 JL O�HEAD. EQUAL OLEGFRAME -- z.rz4• ---I 3.151' osr O SILL, EQUAL LEG FRAME I+— 2211' —^I 1.883I—P e HOMEETINGRAIL SILICONE STRUCNRA POLYIS6 1l4' NOM. BUn ENE WNH DESICCANT IXT. GLASS TNT. GlA55 GO KODISPACE 4SGTPS 1ABB' 2.� .(fir 1 OJAMB, FLANGE FRAME f.248" +— 3.908' ABr tp m SILLADAPIER L 15 STD MEETING RAIL z.nr 1 2.788 2.786• .08r .0fi2' OJAMS, INTEGRAL JAMB,EQUAL LEG FINFRANS OFRAME .040°-E-A ffir �. —� �{ ms. F— --� .875' � f OINSTALLATION 19 WNDLOADAOAPTER HOLECOVER .OBr �j�—� .040" T ID SILLTRACK OANTI-U"CUP --'1 .630° ft .4fi4' sr ]BB' 1.03r ms- 1 .070' .084 le SCREENADAPTER 8IG19EAD 1e IGSNAPBEAD HOTAIELT ALUMINUM POLTISOSM,,NE OESICCANTFILL BllfTt REINFOROEMENT REAL SILICONE NOM 311fi°NOM. 6I16'NOM. SILICONE STRUCTIRAL BUTTLB am SILICONE OESICCAM ROLL -FORMED FOAM NBIH FORM STAINLESS ETEEL DESICCANL IXT. GLASS E1LT. GLASS IXT. GIPSS IM. GLASS NT. GLASS TNT. GLASS ]f AL EIIE' v. ]3 SPACER' OSPACER a SPACER ILL! LB N o W al^0 � Q Oy GZ z oJ JO Z LL W b e U Lwi d o W u� r Oxa O p1 Z pa WK J a LL J K0D p = z a O O r � U Q W K = ap'1 astp smn5 Item i� Padtl I DescOpgon Malerlal 1 SMG8 lHead, Flange Frame Alan. 60 TB 2 M4039 Head, Integral Fin Frame A1ixn. 6083T6 3 624WO Head, EquaM&g Fmme Alu i, 6063-TS 4 624001 Jamb, Fargo Fmme Alert 6063T6 5 U4017 Jamb. Integral Fin Frame Alm. 606316 6 624028 Jamb, Equd4eg Fmme Alum 6053T6 7 624035 Sig. Flange Frame Alum. 6063T6 B 624WO 90, kAegml Fin Fmme Alwl. 6 16 9 024037 Sill, EquaHeg Frame Alldrt 8063T6 10 824034 Sill Adaptor Ally. 6063'TB 11 624043 Sash PW Rail Allen. 6063-M 12 624006 Sash Link Rail Alum 60O5A-161 13 624091 Sash Top&Bog=Red Al. 6063-TB 14 824027 HD Meetiw Rail Alun.6 'o 15 624005 Std. Meeting Red Alum. 6005A-Ml 16 82d047 Screen Adapter Adm. 6063T6 17 674051 h,tallation Hole Cmer Alum. 600348 16 6412SM Wnmwd Adaptel Allen. 608318 19 624042 SIII Track Am. 6063-T6 20 1 WAl5 jAntkift CIIp Alms. 606YM 21A 624M IG Bead Alun.6063:M 21B 624011 IG Snap Bead Alert 606375 23 624026 7/76' Laml Glen. Bawd PJurt fi083T6 24 C24013 5116' Lami Graz. Bead Alan. 6063-TB 30 MP247 (gazing Bead. Bdb Vrr/l b 96240138 i82d0TB VIMI 31 6IPamw 248 Gl Bead, Mile VIm4 brr/G24009 & f1824011 Vlml 32 71M53K Maw selthg Block 3137 X 1/4'X1' Neeprtlre 334 77715K Lad IG SeWrg Block 7/e' x 314' x 1-7/14' Neoprene 33B 624014 IG Snap Set irg Block viI 35 724045 Sheep Latch Cell Lw 36 7129e jWsep Hole Corer Vinyl 37 41722 1 Hde Pirg Yrryl 38 724027 lttk Rail Cwar, (LH & RFD IAMI 39 724050 JPUII Rail End Cap Vinyl 40 724048 lRoller Housing & Sesh Gdde Vinyl 41 724052 Roller Wheel. Brass 42 724054 Sash Tap Rail Gawked, (LH & RF6 Polyethylene 43 724055 Sash Bot Rad Gasket, (W & RL7) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Pdyelhylew 45 724058 Frame Sill Gasket, (LH & PH) Pdyethylaw 45 724M Meeting Rah Gaskel Pdyelhylene 5p Weatherstrip,.187' x.170% Fin Seal@Sash 51 WeaIhership,.187' x.27P, Fin Seal Q47 MR 52 BM70 BIIb May AJ 710)38PPAX 010 X318' Ph. PH EMS (Windoad Adapter) Staidess Steel 61 MPDX i8 X 1' Gd. PH EMS (Frame & Sash Assembly) StmMss Steel 63 Alamnam Semen Win, Reeglass Mesh van" 70 Kammedig Kodapece 4SG 1PS Sea Sheet 18 for Matedels 77 DOanex Super Spacer N(L 72 aw. Menem Spacer 73 Carnal N. Edge Spacer 76 Oe, 7M, SW or GE 7700 BaekbeddM Silicone ARRFMRI V np:TA11 R FCIR T) IW 1)SOMEP ERSTOUSE NOT SHOWN SEAIANG 21 SOME PARTSa7PIlONS NOT SHOWN ON ORANlING FOR CIARRY. 3 7 G N 3 wa B 6 N ❑ r � n 'S o aloe O O p w m Z O Zo ZLL tip ri J —Wi OV o a, j mow wZO rL �t Q .ON a«o o w ^ g F o ? Z $ � W m O K m ®� N ❑ tt K IaaVS Z Z Q O o o D O OB n O T Q m aa9 arw equg MIAM I•DADE MIAMI-DADS COUNTY e 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) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.g0 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 (AID). 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 AHT (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 "SGD-770" Aluminum Sliding Glass Door w 190* & 135° corners —L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge rvL Plasencia, P.E. NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact', sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted tinder NOA No.16-0629.06) 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 sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FT1-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales (Submitted under NOA No. 09-0826.10) Jorge K Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t1 Edition (2014) and FBC-6a' Edition (2017), dated 04/18/17 and revised on 08/10/17, 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 07108119. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-6'h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No.16-0629.06, issued to POT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 901135° CORNERS GENERAL NOTES 2) GLAZING N PR E OPTIONS: RES NS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S. A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASSTABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E13M C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AGO. 3) ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA•S, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-6993, FTL- W 1, FTL6014, FTL-6015, FfL8017, FTL.6022, FTL-8023, FrL6024, FrL6025, FTL6026, FTL6031, FTL-6033, FTL-6036 AND FTL-75% I M.L Oha G(AlpflM (u4dcom Ekbdafbinbw4 TYDe G] TINT LanwMd: Lbeafvl8'xS OweMm.MP PVB hoelhya 6'18 IanIm2M R1l1u ellH•iHE W 0..09 PVBtrle*e - 7/Ifi'tavMled:R)Lkeeofv1T H90eee Mh.MP 9D u Olh 5110'IMNmled:(2)Lkee ol114"H9 Qeee vlJk.050.8a Nehya FGa rlar]MMa LLL:9Ite rE.len.r .aaa6epw.•malmlhNeol, um.rvra lG am. mn.aa PVH reMala GSA 1'LadOoma L0.:L4'TEiteAa C.p•M1T 0.trspeoe•7/18'LeMmha; WLRa HOI18'HB ahaeeN.OpR WB HeMya W 1'IemWlm L0.:x'1B`TEnleda OeD•]m'Atrspae•TIIC IamiMha;l2)UtoeMvl6'16 DbW x1N.00V sc kdetlgar GE4 1'ImlbWed L0.: 111'TEKIOANC ♦v10'AVS o+llfC lnmhmma;l2llllo•elvtcxs aloe x11N.096'BO Metloya TI1B'L.INmlm: F418.o o1311s'ANNaw.vdl.MP as xYdey.r 0] mA Nefi•Lmdulm: mLaM or1H'ANN me.aml.D�sa mun.w GB 1'WMID1m LQ:v18'TEakMCeD•9le'A¢apae•TI1PLon4chd;POIINe DIL1TAM40W.rMk JIBm SOIDhaoya caA rLemMlm LLi:Ms•relmnacro•6HS AJrBpee. malemlMYe;(2)uD. DeS'1r MNO4ee.wONuar sa kaeneya •ANWAMff.ALED RAR'> HPAT s1REx0n IExED T •TEMPERED py6'.,agPTFGISIFOL®PVB BYMIMRAYAMENC0.INO. 5G'•A19P 6EMMGLA6®sYKURNIAYPMFJIICq WG OE9ON PNE6SVRE RATDIa IMPACT MTWD aEE TA0LEs 1, 26]W MTm FCRIAR9GE 45MALL SNr]7136,T 46 MI.ILEIMPAl;.STANCE mDEGISTANDARDSU6E0: .2017 RORIDABUILDING CODE MC),6TH EDITION .2014 RORIDA BUILDING OWE �FBC), EM EOITION .Aaw E130088 oANSMF&PA NDS-2015FOR WOW CONSTRUCTION .AWMNUM DESIGN MMAUAL,ADAL2016 .AISI SIDa12 .AISC 860.I0 GENERAL NOTES.............I EXAMPLE CONFIGS.......... 23 GLAZING DETAILS ....... .... 4,6 ANCHORAGE ............ _....... 6.14 DESIGN PRESSURES ....... 6-8 INSTALL DETAILS ........... _.12-14 ELEVATIONS....._ .............. 15,16 PANEL! SILLTYPES......... 17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 cvm..cFAU1RteY0] AnMIDr- GmuP Andmr Type Fmme Nambef 5M64010 Wm F49e DIM.. MIn O.F D=AM Wn. Bab Mehl TIIIePNI.M A 0121"ams, (FyWkd,Fe S5k.0 01241088 SMS. 0'v GO kd, F°'110 ke0 P9 sm0um HDe($0.0.55) INTO- 7/1Y 1SIs• 608XT6Ak M. vs• M18• 0.00• ASO smol ve' M1O' 0.090' Or. SD steel am Sl8' 0I1T 0.015•(10G.) 1/4•DM ApmeGemO FT•571W, Fe40 ks1 M m to mlm Z22 k41 1-112 w 1�m Junb I -Pi k Flk 6loek Aalhl O90 r ]' r Jamb/PANT 1*o Bock MW OR r W 1-vv M BRlllem Phm a•0. I' 1' 13m' G M29hil EMS(Gf. 6) ph Mal .debeyoM mebtl albehele) pp aDI11Rm Flro (aa.OY) B)1fi' T/6- 1 C fi0CY16Ahmhun M &1fi' QDIYi A ]I6' a tr. 3]aMN 6hd ows ?/B' una 0118' D.OIC lam c ITWSIbII® Fr•IWkd,F.e17TkW M Lmcreh (Wa 2Bl hell r 4' 146• Jaeblpk /mewB (ASWM) 1• m 1-1IC IH' Ekm 102mCarID Fy156 kd,RP iTl VI Ceram a 2-Vr 151 ' JPJImk k Bhah WfPO 2.1 T 13v P4 k Hdl.w Book 1N 2-lY O' 1-114' D Vr 4104W 1` fkehFMRO Ff•1r/.4 kd. F°•189,.7 kel wmISM CDnaee. .x]1 1° 4• 1db Jpmbl F41ook COMreh .xx1k 1• B+ 1-vd' 6I P4w4k wltow BbeK BM pO RA2' fi° M/1' AD IB m ie a•O.fi6 1' 1' l+Yfi I) WHERE SUBSTMTE CONDITIONS REQUIREANONORAGE FROM MORETHAN ONE W THE IWGIIDRaROBPa ABOve, OH 5 WEANCHORGROWOFT LOWESTLET MRI TASLMWTH APPROVAL a)ALLANGIOR HEMTYPESAGE APWCPBLE 9) iOR STEEL Sli10.9. MIN. FU •46KSt MNFY•7J WiY. 4)FILIED BLDCK VALUESMAYALSO Be UGEOINHOLLOW f1LOCKAPPLIUTIONG. 6)ANGHORS AIUGTBE OF aUFFlGEMLENaRI m1HATAMN0.NY OF]T161EA0.9 E%IEIIDBEYONOMETAL SL951MIE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS W MIAMWADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET. 3)WOODBUCKS DEPICTED ASi XARELESS THAN1-12'THICK PRODUCT gREVISED p R.dinelyeaowlN M. PbrMo PROPERLY SECURED, 1%WOOD BUCKS ARE OPTIONAL IFUWTIS N0.A 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12°THICK OR GREATER. IX AND 2X BUCKS PrplreNon Dole 02H7I2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER By LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION LS NN.m o on THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS 1111111 NOT REQUIRED. IF USED, NON -SHRINK, NON4a1ETAW C GROUT, ?Y....**-.4 1 MAX 1l4'TWCK83400 PSI MIN., (DONE BY OTHERS)MUST FULLY `� 1•` SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF UYBp'•., SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, ORAS APPROVED = * No. so ^ �� •' _*_ BY THE AUTHORITY HAVING JURISDICTION. :�7 t. H 14r4 1 •22 PE EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH MAX UNITWIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 13 PER TABLES 1-3 MAXIUNIT g wx UNIT HEIGHT HEIGHPJ �PER TABLES 1-3 I MAX. UNIT WIDTH NOK PANEL WIDTH PER TABLES 13 MAX UNIT HEIGHT PERTABLE513 / / / -1`r-- 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 TH T' CONFIGURATIONS NOTES: ' 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS ATEITHER OR BOTH JAMB - LOCATIONS USING DETAIL'JW,'Jd, -Kw- OR'Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)OOOfp, P)OOCK OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2)80'&135- CORNER CONFIGURATIONS CAN BE A COMBINATON iII66� OF ANY 2 STRAIGHT CONFIGURATIONS. �Q g $ 3) FOR NOM. PANEL WIDTH, SEE TABLES 141. i 0 ''= OPERABLEPANEL, �g '0'=INOPERINOPERABLE PANS. I V-POCKET DETAIL LETTER •`!--_. W WOOD OR OR INSTALLATION ® 'c'=CONCRETE NSTALLATION L—SHEETNUMSER MAX. UNITWIDTH DLO WIDTH =NOM. PANEL WI O OLD HEIGHT= DOOR UNIT HEIGHT-10.125" NOM. PANEL WIDTH PANEL HEIGHT= DOOR UNIT HEIGHT-1.058' PER TABLES I3 -1` _-- 1 MAX UNIT 1 d HEIGHT uBS L TA13 y 4-PANEL CONFIGURATIONS MAX UNIT 3 /M\ + HEIGHT ��WW U PERTABLES I3 � � � � / 1.� 5-PANEL CONFIGURATIONS crnr. arumtrmas MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PER TABLES I3 SG m 2 • 22 Qf Q� '17�3h am / s6s l.n 61ff PRODUCT REVISED ps cpmDl In Ith Ne Ml d. Duuami, �o� Noa-xa. 17.0420.12 6xpl.a.n D.to021171=0 * i No.60705 Vn: �:Y.'•. T6 it c EXAMPLE CONFIGURATIONS Iww TESTED UNIT WIDTH 156-7116- 96- HEIGHT NOM. PAN EL WIpJT.H PERTA'ifeaie>�`` -M_�n�F-�� e+,P �U •C•. �V •1ir •v MAX i m •�'v F• , NC NOM. PANEL WIDTH PER TABLES 1-3 iLIfL� 6-PA =IGURATIONSu ,. te>�vE>N�>.� 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX UNIT RBLS7I' LERf.OFAUl1A&@G0 M po d CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'Jve,'Je,'KW OR %e INSTALLATION. EXAMPLE; 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pR1=p, j)O= OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90- & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. -W- OPERABLE PANEL, *0' - INOPERABLE PANEL, 'p-= POCKET DETAIL LETTER 0y_W = WOOD OR METAL INSTALLATION 'd=CONCRETE INSTALLATION +—SHEET NUMBER DLO WIDTH =NOM. PANEL WIDTH -r DLO HEIGHT= DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT. HEIGHT - 1.866' 3 ✓ 22 PRODUCT gREVISED 8u co Co MM M. FI.M. N• o. 17-0420.12 {. No. 69763 P.E 7116• MOM. 7116' NOM. V NOM. 3/7S' HS GLASS 3/16' HS GLAS9 3/16" HE GLASS A90" PVB .090• PVB .090. SG 311V HS GLAS LASS 3116' HS G T4 3116' HE GLASS J4 3w AIR SPACE 74 3/16' T GLASS 314'NOM. 314'NOM. GLASS 3/4' NOM a GLASS Y, BITE 12q,1 GLASS BITE SITE F� a 6p 60 64 54 7116" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 9Mfi' NOM. 9116• NOM. V NOM. 'SS 3A IM HS GLASS 1/4' HS GLASS 090. PVB .090' SG S 7/4' HS GLASS 74 1/4•HS GLASS 74 5/1 74 IAPRODUCT REVISED 12 3/4' NOM. 3/4' NOM.17-0420.12 3/4' NOM. GLASS RIOR GLASS GLASS G Indon dn<o02/17I2020 P(� BtTE SITEBRE0yEXTER61 81 fi456 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A LYIV...........IV" � �� ..... GLAZING NOTES' __*:' No. W05 'P=_ 'ANN'=ANNEALED - *_ 'HS'- HEAT STRENGTHENED '1•=TEMPERED SEE SHEET 15 POR SPACER DETAILS. :�7 '; ✓� 'PVB'=.090•TROSIPOP PVB BY KURARAVAMERICA, INC, g�I,A7/p GLAZING DETAILS �.''•!rOk.IOR,.•' �C 'SG' =.090' SENTRYGLAS®BY KURARAY AMERICA• INC. 'riS�ONA1L11f,,';NG�"` cEa]. cranNim]se SERIES 770 ALUM. SGD-LMIMPACT JR 040.Y1] L NO CH/NOESTWfi SHEET.n41M ur r o•+ab r a LYI✓{I(1uiFR Pm. o,s evo-no NTS 4 • 22 PGM130 C P.EA S4i45 R IWM4 aConm� GLAZING DETAILS (G6 G6A G7, G7A, G8 & 38A) V NOM. 7/16' NOM. 1"NOM. 3l16' ANN GLASS 9/18' HS GLASS 3116"ANN GLASS .OBO" S SG .090" .090" SG 311V ANN GLASS- 3116' HS GLASS 3/16"ANN GLASS T4 3/S"AIRSPACE 74 M'AJR SPACE 74 3116" T GLASS 3/16' T GLASS - 0x e, 83 3l4'NOM. Mt--R 3/4" NOM. GLASS t2412] 3GLASS 124.1 GLASS a BITE BITE BITE E 5Ro a � 78 64 T8 55 fib 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9lIV NOM. 1' NOM. 3/16° HS GLASS 3NIF ANN GLASS .090' SG i!4° ANN GLASS .080° S HS GLASS- .090 SG 3/16' ANN GLASS EARSPACE 74 1/4°ANN GLASS 74 5116"AIRSPACE 74 1/ 114' T GLASS PRODUCT REVISED B3 Buldlneci gawI% theFlarltla3!4"NOM. lhl J ."p17.0420.12 ;TGLASS 3/4'NOM. AVEMOR GlAS6 12412 NCSIexpiro0oete02/17/2020 21 GLASS BRE O4 GLASSBITEBffEb �/, .. a .. e1 E IC ]a a 79 55 64 � I.G. GLASS TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1"LAMINATED I.G. GLASS TYPE G8A 1" LAMINATED "1111II,Ir # j No. 587g5 GLAZING NOTES: =D ' ANM=ANNEALEDy�?1 'HS'- HEAT STRENGTHENED SEE SHEET IS FOR SPACER DETAILS. 10,�+. a -" -To "T'=TEMPERED 'PVB"=.090' TROSIFOC PVB BY KURARAY AMERICA, INC. f µy)K�p Yq, GLAZING DETAILS o , ..... 'SW-.090'SENTRYGLAS®13YKURARAYAMERICA, INC. (8Nl4mfew 7i70NAL EN��` cm7:avaurA2�b 7ER1ES770ALUM. SGD-LMIMPACT fffIIII"" Jlt p4g6N] C lro GUNOEa iWSSHEET. wmeano»n e,rum.r 0.LYfW M8 RP.E o NTS 5 .22 PG70130 C REASUO da ,Mo TAtl E 1: Design Pressure [DP) and Anchor DuaMlOea Required, Maximum OP for all sizes: , (for all approved configurations on sheets 2 & 3) +601-60 psf Foreamw"bagel awlNMBIBM 9P Or 13V Mw afire, see ¢heat ll (May be llmued by Table IA) Caw Unn Mel9kt Taue ePAlee to GI"e rypea 3, so' 84• 90" 90' sk b, M. 7. 7A, B & BA aid W/e' OLD 717/e- DLO 79.71W DLO 85-71W DLO the sudAetwo TYPO a ham MaBm GmuP AxMr Gmup Arch"Gmup Mahw G.P —A—TB bale . A B G D A B C D A B C D C 0 SBI G+1 H Gal + h Ga + a +1 GN Ca+t 1+ G+1 24• i0HPeJatlrtl3Yl e 0 a 0 8 e 0 8 & B B B B e 6+7 B 74,* +B ]++ 8R GBal 0+1 G+t t Get GH G+1 GN Ga1 G+1 001 Gal GH GN GH 30' Jmrh 0 0 8 8 0 0 B B 8 8 8 B e 0 a 0 G OLD P4rook 0+7 0+7 M7 e+] 7+9 7+0 7+B ]+8 7+8 7+8 7+S ]+8 7+8 7+8 7ae 7+8 H"dl9Yl CA+1 CN1 Gai G+1 G+1 ON1 G+1 G+t Ga1 G+1 GH GH G+1 CM7 Gal 30' �G Jamb 0 a B a 8 B 0 B B B B 8 a a 8 a P4mak M7 -0 6+7 M7 7+0 7a8 7.8 7+8 7a8 7+8 7+0 7+9 T+e 7+B 7+8 HeaYSlll GH G+1 C4+1 G+i GH G+1 G*1 G+1 CM1 G+1 CHt CMi G+1 NO m 4Y Jwrb 8 B B B 0 8 B B B fl 0 B 6 B 0 J7+8 D'O6+7 a.7 M] BH AB 7+a 7+8 1+a 7+a 7+a7+a 7+0 78 7*0 7+e eaG+2 G+2 04+2 04+2 G+2 G+2 G+2 G+2 G+2 G+2 ON2 qg• OLO Ja na e a 8 0 a a aB 8P-hek M7 0+7 M] M77a87+87+b 7aB 7a8 T+B 7+9 i+e 7+8 7+8 7+0 FOR EXAMPLE ON USING TABLE, SEE SHEET 6. NOTES: j) POSITIVE PRESSURES IN TABLE i ARE BASED ON THE USE OF THE 3-1/4• SILL. 2) WHEN USING THE 2-12' SELL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 3-174' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED} SEE TABLE to 3) W. 3.1WAND 240 SILL HEIGHTSARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12-SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDABUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE INSTALLED. TABLE IA - Sill Height to Max. (+) DP (Water bl61bulum Raft) g) SIB New HeIgM (+)Design (Flat eTBox, eee pressure, psi Sheet 17) FNsh-1-12' aeermte3 lav-2-1YY +4&61 Memum-3-1/4' +60.0 High-4- +60.0 SEE NOTES iJ OH LENGTH OH RATIO z 1 OH RATIO= OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7• DLOHEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT -10.725 uamm=ema CeYmplcx'with the N.M. NOA-Ne, 17-0420.12 PANEL HEIGHT= DOOR UNIT HEIGHT -1,886' uplmmn crate 02/17J2020 IrMHgck P-0ook LonYPWe@Jamb SVaight Astragal Assembly tlle@ Straight ASVagal 90'AQmgal AssemVV Lo ITT"@ ga•AsVagal 135-knegal Assembly Lodatile@ 145-Anragal 5mndard 5t0es Sandard Still SwdamIS111 Standard Sole Standard Allmgal Stallard StlM Heary-0uty5tlle (holds tamer 40 I"Ida Comer NeavYduryitlle OuWde 1�� Comer Xeavydury StBe ns e Come Ounide Come, NeaWdury Stile ..1� Part 960(IQ) part N60 Part N60 part N60(Stlle) PwtN67(AAregal) Part 060 Pen NIIII(CCrar ReteNaN part 8110(im) Part x12011nI pans C31(&013] (Corn.&Full Mound parta6l Gent. OCAerKPla'QU 6 + 22 PGTO130 *: No. SB]05 TABLE 2 Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets Iaaabnum DP forall sizes: +601 £0 Fmcmmresh0Pl a21RmP Im BO' Or 135-9mRl arm, see sheet 11 (May p BmMd Di Teb4 ZA) Osv urn Hal t TaNseppies is Glsas TYPcs4� Vt. a2• OB 120" 718 DO u rc 0 G'-p Omry cat c D ! up B1A A,m O v 1017/C orOmvP Aro sus 9,6%?.7Aa&OAaMam glblAshagal rypoa ehwm Oebvl. nshm Croup A B C D A 0 C 0 A B C D A 0 C D A a C O g p .1 0 ♦ C N 0 G• A Uei a C G+1 D A 8 C D 1 N G♦ • 1 1 CN CN + * • • CI♦1 U* 1 • ♦ G Ir B 0 0 B B a a 8 B 8 e a B B B a 10 10 10 t0 f0 10 10 t0 10 0 10 10. 10 10 10 f0 34' Jamb OLOP4 6+7 B•T T.a 7-0 ].8 7+a 1+8 7+B 7+8 T+0 7+6 ]+B He 7+0 B•B 8+9 849 B+B 0•B B•B B+B B•B B♦f0 BHO BHO 9.10 e+10 0.16 5710 F10 dk 0+7 6.7 GH G+I GH G1.1 GH G•1 G.1 C1.1 G•1 G+1 G.1 U+1 GN 2.1 ON1 G♦1 CN1 G.1 ON1 C4♦1 C4.1 CA+1 cNt G•1 G.1 U+1 GH G.1 0I.1 C. VW W8N GN 0 e 0 B 0 B B T & B B a 10 10 fo 10 10 10 10 0 10 10 10 10 10 10 10 10 ]0` IX�D Jemh B 0 B� B 677 e 74 7•8 7+0 T.B ]•B T+B T•B i•8 T•8 8.9 &B B+B 0.9 B•B e•9 8+8 B.B B♦10 B♦10 B•1. B.to 9.10 BNO 9.10 11•10 p{qpk B+] G4.1 BV G.1 e•) Urt GH ].B UH )+6 Grt ]•B G.] G•1 GH q.t U•I GN G•1 GN GN W1 GN GH 21+1 G•1 Cirl EA A-1 G.1 U.1 U.1 G.1 ONi U01 GN 0.1 U+1 Head5ll B 'e 0 0 B B B B B 8 B f0 10 10 10 10 f0 f0 10 10 10 f0 10 f0 10 10 f0 B 30' DO Jamb B B B B ]+0 7•a ]+B 7.0 7•a 7+9 7+0 }4 ]+a a+9 B•6 B+B GB SM B♦2 8.9 0+9 6.10 B•10 9+10 9.10 B♦f0 eN0 9+10 9.10 P4od1 a.) ST7 G+1 B+T Ol.t &T GN 7+a UN 7+a G.1 T+6 G•1 CM1 G.f CNt G•I G♦1 G♦1 Gr1 U♦1 C1N G+i G+1 G+t Grt CNt GN GN G•1 GHt G.1 Grf fM1 CB•1 CS.T Grt G.1 g 1beN511 GHt B 8 0 B B B 8 B B B B 10 10 10 10 10 10 10 0 10 0 f0 10 12 t0 10 10 ES sty �p 8 B B B B AB AB PB )•e HB ]+B lb AB NB 1r8 B+0 B1B B•0 B•B 0+0 'a B.B 0.9 B.10 8.10 B•f0 B•10 BHa 9+f0 9M0 9+10 p k BH e+T G+2 aN G+2 B•] rA•2 ]+8 G+2 T•e U-2 CWL 0 CN2 G•2 G+2 U+2 G.2 U•2 G+2 CH2 G.2 012 C4.2 Gr2 G.2 r4♦2 G+2 G•2 U+2 G+2 R•2 G.3 fS+2 G+2 G•2 CN2 H"S21 G+2 B a B 9 B 0 a lB a e 0 10 10 10 10 W f0 10 1 12 10 10 10 12 10 10 /0 4B• JYM b B a e 6 8+9 8+9 09 a+e b•B 9+B B♦B e•f0 8.10 rota e+tB 9+10 B+fO 9+10 8.10 p611iD P41wk B+T 9.T 9+7 Bei T+e T.8 7.0 T.B ] 7+0 7•0 716 RO 7+8 7+0 T+8 19We11 71.3 G.2 G•3 C4•2 04 R U+2 G•2 Ca G.R Ca. G.2 Gr2 G+2 G+2 G+R 64' = Jamb .. 0 a 6 e a B B 10 a2 0 B a 10 8 0. 6 Pdmak O+T 8+] B•1 B+] T•B 7+8 I. M .B T+a re ]+8 T•0 7.8 118 T+9 Not available in these sizes HeaNSBI G+2 G•2 CN2 G+2 Gr2 U+2 G+2 G+R Gr2 2 G+2 G+2 G+2 U✓e W' Jamb B B B 9 B B B 10 8 a 0 10 B a a P4mk a•T a+i B+T N 7rB ]+B T.e ]•0 T+0 ]+0 7♦8 7-8 7+0 )+9 718 T+e W�.O ni n WInTH a NOTES: r..n �..,,.,•................ . _. 1) POSITIVE PRESSURES M TABLE 2 ARE BASED ON THE USE OFTHE 3-1/4' SILL 2) WHEN USING THE 2-12- SILL, PGSRIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MM (NEGATIVE PRIES. UNCHANGED} SEE TABLE 2A. 3) 4', 3.1/4' AND 2-Ur SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-Ur SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENT'S WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, Sill Helghtto Max. 1+1 OP (W a ssu kl0mtlon Radeg) 381Rlsor Height I-) Design (set Or a pressure per AIT) el17) 9he Flmsh-i-1/T sea role3 lax-242' +46.0f Medium -3-1/4" +60.0 HI h-4" SEE NOTES 1.3 OH LENGTH OH RATIO a t OH RATIO = OH LENGTH OH HEIGHT a 10 Fn. ARRIcMRI Y nFTAII 4_ THE FOLLOWING STILE&PS1 W1tiA1. rtrees arVLLLOG w.. rvn I -'a Straight Ashagal ac.-�,��.-,�-.•---._.. LorJatlle@ ... .. _...._.._..... 90'AstraPl ... __ Indallle@ 136'Asmgal Locks0le@ Interlock P-hook Loduule @Jamb Assembly smight Asmgal Assemby 90'A#mgal Assembly 13VA,"PI Heavy-duty StOes Heavy-0ury SLle Heavy-0duty 901e HanpdhStile HeavydWSdj. HPvydurySale Heavyduty Stile Neavydury5tlle Heavy-0urt Stlle Standard Astrap Oulsid¢Comer Ousi2 �� InslOe Came 'I 1 Inslde�'i Carver tside Corn" Corny PartR61 (a2) Part061 Part 061 PartB61 (SUI¢) parta6T(stie) Part B61 Part 061(Shce) Pang11B(COmer part#319 (Ou4) pert#120 (In.) Part#61(Stile) Parh031&IH2 Parti101 Recelver) (Com.&Pot Mount) CEAT. OFALAR fA3B arano I NTS 17 v 22 1 PG70IS0 NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125' NELHEIGHT- IOR UNIT HEIGHT-1.866' PRODUCTREVISED Bu1141ng1� Ea wIN Ne M.M. NOIFNa n 17-0420.12 .yr ; No. 58705 s0, 01V 'A11L V 0' A LYW+MIIFIL P.E TADLE 3: Design Prassufe(DP) and AnchorQuan00es Requlmd,(for all approved configurations on Sheets2&3) Maldmum DP shown below For cm ar azbagal onchomga m 90' or 135-corner unite, am sheet 11 QHay as Based by Table 3A) Dam UNt He 1 Tale *pffos to Glees Type- 4, 4A, BP 84' 8p' 96' 1 7 100: 6, 6A, 7, 7A, 6 & &A and the 7M. OLD ArNhol tbotP A1wMG AmlerOm Meter AnrJwrOmlP SIOtlAatlegal WPM 4hmm betoW. Am&m A e C 0 A B C D A B C D e Piosame B C D A B C 0 04+1 GM B C 0 UN 04+1 U+1 C01 C4a1 GN U+1 04+1 G+1 G+1 U+1 U+1 U+7 Ua1 U+1 Ca+1 HaM83e G1+I C411 G+1 04+1 UN GN a a B 10 10 10 10 10 10 10 10 OLD Jmnb 8 8 & 6 8 8 1 e I 8 B B 1 8 a a 7+0 7+B 7+8 7+B 7+8 7+8 819 8+91 n9 1 BH BH 8+9 8+9 &+9 P-hXk 6+7 1 6+7 1 6+7 1 5+7 1 1" 1 T48 1 7+B 718 71B 7+8 +AB00 I 4/-02.6 1 H.7&G d po Pnlstm6 04+1 C4+1 CH1 U+1 fit+1 CA+1 U+1 CNI U+1 U+1 U+1 C4+1 C4N C4+1 C4+1 04+1 U+1 U+1 C01 2r HmdlSkl GIN C411 C1+1 U+1 U+1 10 B 'B 8 f0 10 10 10 10 10 10 [0 OLD JamO & a 8 8 0 B B B ID & B B T+6 ]+8 7a8 T+B T+8 Ta0 Bag 8+9 Ba9 8+9 6+9 M 8+9 B+9 p-hook wa nPreaame 8+r 6+7 8+7 6aT r+8 rNI748 ]18 +/-soo UN U+1 718 I+8 P$f Uat Gl+i U+1 CH1 C6+1 Cn1 U+1 UN H-B2S COa1 CS+1 sr U+1 UN +l-T&0 C8+1 C5+1 CHt Gal L1 2Y Hoadletll C4+1 C4+1 U+1 U+1 U+1 GH 10 e 12 10 10 10 10 10 10 10 g �, plA Jamb 10 & B 0 10 8 B B 10 8 8 8 12 e 7+B T+e NB 6+9 a+8 619 8+8. B+9 6+9 8+9 8+8 BW 8+9 8+8 B+9 P4wk Dea nPreuum 6+7 6+T 6+r 6+7 1+011B 11B 1FPo.0 C4a2 CIa2 7+8 (xHz C6+2 C0+2 CW2 CM2 ('A+2 C6lz C8+2 +F82.6 C6+2 06+2 f C5+2 08+2 +!-7&0 C6+z CW1 a1 C6FT CN2 as. He-N9N con GH2 G+2 GYL C4+2 G+2 B e 12 10 6 8 12 10 10 10 12 10 t0 fo �, OLD Jamb 1G B 8 0 10 e B B 12 10 a+9 8+9 8+9 0YJ B+9 819 8+9 0+9 8+9 0+B B+il 8+9 &+B ea9 P+mk 746 7+0 7+8 7+8 7+8 NB 7+& 7aB B+9 &9 Sea NdaA x +1+)2.5 par +F7&0 el pesOn Pmaalaa Hnos +fB6.BP81 C8+2 U12 Un CD+2 G6a2 C6+2 Ctn2 C612 C6+2 Cen C6n C612 C6+2 2 C6+2 C6+2 C8+3 X. C4a2 C5a2 C8a2 C5+2 C5+2 �, 41' C6+2 8 12 10 B 8 11 10 6 e 14 1T 8 & 14 12 10 f0 14 10 10 10 JenO pL0 10 & 8 8+9 B+B 819 &+B 0+9 8+9 9+10 8+10 9+10 8a10 9+10 8N0 8+10 9a10 ea10 9+10 9N0 P+nok Ta8 74B 7+8 7+8 8+9 8+9 cnwN AQQ TWF7 NOTES: j) pOSriNE PRESSURES IN TABLE 3ARE BASED ON THE USE OF THE 4-5ILL. 2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE 3.1/4' SILL, POSITIVE WATER OP IS G0.0 PEP MAX WHEN USING THE 4-SILL, POSITIVE WATER DP IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A, 3) 4. 3-1/4-AND 2412-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE IAA SLLL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAW THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SI7E TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. FJ[NAPLE ON SHEET 9 OLD WIDTH - NOM. PANEL WIDTH-7' DLO HEIGHT= ODOR UNIT HEIG14T-10.126' PANEL HEIGHT= DOOR UNIT HEIGHT-1.13W THE FOLLOWINGSTILEBASTRAGAL Int¢doak 0.1wok TYPE5511A1.LeeuStUYUrtlltweea 1pcbtlie®hmb Straight Asragal y�mN1, weF anrs a afght Wa 6VN8ht SW Asa AssemBN 9AmerabgalgemblIfle �'..Lo�YsNe �n "---135'Attragal 9PAttraHal AdtS Wd001e® 1-S"Altratll Hewi.dury Stan ��```'''''� 1 Heavy -duly SWe 41 H¢avy-0uryBWe Hea-Tdury Stile MeaW-0uty AsaAgal WSIlle HcavYdPry6BIe ^'�� a� Heavy-dury6t0a OuWda framer„ •-4�Fay...(L L27 Insde Wr� rrcrer _ I I NeavyEurysnle 0utclde COme� Pi Corner HeaW-0uty5mI m e Co me Outride Comer Heavy-0ury5tlle part B61(,a) Part q61 Part B61 Part 961 (6tlle) part p68 (Astragal) nft#61' Part113Po]B(OCmner Remlv¢r) PartBI19 (Out) Part B320 (In.) 61 Ppartrts D31&0032 (wm.&FN Mount) Partp61 ,'£ei.�AUneP91m' 8 - 22 Tem G Is - Siff Haight to Max. (+) DP (Water InDhation Rating) Sig Riser Height (+)peclgn (Ret mBox, see Pm-eum,pel Sheet l7) F sea rate 3 --2'-;1/2' Ltnv-2-7 +40.er Median-3-1/4- +60.0 High-4' +see SEE NOTES 1-3 OHLENGTH QI OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED ea tempy Ing IN No R.'I n mlan9 eotlt, NDA-Na 77.0420.12 expimuee onea02117/2020 * �' Na. fieJ06 A SEE SPLICE NO FRAME JAMB (9)P-HOOK ANCHORS, EQUIRED® (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND SEE POCKET (10)P-HOOK --_- JAMB MOUNTING ` INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY S SHEET E ANCHORS P-HOOK ANCHORS S AT 3' FROM TOP & BOTTOM rEND POCKET LNIA1GGE RS) O.C. ANCHORAGE N. MA O.C. t 48' NoM. PANEL WIDTH a EXTERIOR SEE INSTALLATION DETAILS VO S Wd. SHEET 14 S PART DETAILS V S W. SHEETI9FOR P-HOOK ANCHORS B4 @p»@ €n a SEE -05'CLUSTER MAX.UNITWIDTH — SEE'C5'CLUSTERDETAILS, DETAILS, SHEET 10 FOR REQUIRES -CS' SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER SEE 48' NOM. I.— DETAILS, SHEET 11 .. 1 V, PANEL WIDTH i .. ,. H 14• MAK O.C. fY,LI:S� = FRAME ANCHORS =P-HOOK ANCHORS = P-HOOK MOUNTING ADAPTER ANCHORS ANCHOMGE L/ (SEE SKETCH BELOYv) Y1' 'rY �'a2' �y2. ANCHORAGE S•MAK'TYP' ANCHORAGE ANCHORAGE ANCHORAGE 2.04' EXAMPLE&PANEL, 2 TRACK SW OUTSIDE CORNER -DXXIXXO-EXT. MOUNT POCKET ANCHORAGE PLAN: 48' x 98' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8J 61 ANCHORAGE EXAMPLE NOTES: 1) APPROVEDANCHORS: SEE TABLE A. SHEET 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I. SHEETS 6E: CENTERLINE OF INTERLOCK HEAD 4 SILL: 8' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE'CS'CLUSTER TABLES, SHEETS 6-8 AT EACH INTERLOCK AND 'DETAILS, SHEET IO STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL '+2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. 21' MAX O.C. F 6-MAX. TERLINE - - JAMBS S P-HOOKS: W MAX FROM BOTTOM', 2P' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR �2 TRACK ANEL1 O.C. (P-HOOK) UDLVJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES SHEETS"SEE ,. P-HOOK ANCHOR DETAILS ON SHEET U. FRAME JAMB REQUIRES +2'ANCHORAGE SEE'CW CLUSTER END PANEL ANCHOR PAIR REQCLUSTER SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAG DETAILS, SHEET II [—OF FOR F---OF (2 ANCHORS) 8' __.- I INTERLOCK n II ASTRAGAL MAX C~ Imo. CENTERLINE OFPANELS SHEET 11 FOR OTHER lam. n�Aurxapaep 4 srano I m 1 9+ 22 1 PGT0180 DETAILS, SHEET 10 FOR ASTRAGAL r�'MjAz I 4 PAIRS OF ANCHORS (TOTALS - 21'MAX ANCHORS) O.C. PERJAMB (SEEJAMB DETAIL BELOW) 1 yr ANCHORAGE SPLICE NOTE NON-STRUCTURAL ANCHORS MAY BEADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK PRODUCT REVISED Bucomp In99.10 0o Norl4n II41nG o . NOA-N.. 17-0420.12 „ No. 68705 Pi ASTRAGALOR SPUCELOCATION INTERLOCK -^I IF NEEDED CENTERLINE 1 'I 3.6' ' \ 2.04 fT}�1.75 EXT — 3S 7• V 2-TRACK FRPMEHEAD/SILL �_pSTRACAL OR INTERLOCK OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "CAI ASTRAGAL ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE I C6'CLUSMRDETAIL) I-� r +ice 7' --1 y �Rog 4'DIAG. r V 2-TRACK FRAME HEAD/SILL (USE 6 CLUSTER 6 CLUSTOCJ( (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, •C5") ASTRAGAL OR 1.76' 3.6" m V 2-TRACK FRAME HEAO/SILL ASTRAGAL OR INTERLOCKOR INTERLOCK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,'C67 SPLICE LOCATION ASTRAGALOR (FOR SPLICE ASTRAGAL OR SPLICE -IF NEEDED CIENNfTR IINECONDITION-CO' CLUSTERSETAIL) CENTERLINE L I1 NEEC 3.5° 3.S 3.5' T 2D4' #61AG.4A8'4.08R • 4DIAG. eYTE11DR 3-TRACK FRAME HEADISILL 3- OK FRAME HEAD/SILL V '+-'IwacK FRAME NEAOk Cal ASTRAGAL OR INTERLOCK Col ASTRAGALOR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE S CLUSTER AN ARE REQUIRED'C41 ANCHORS ARE REQUIRED,'CS') ipenel na SPLICE LOCATION CENTERLINE 1.75 3S' M4�' —g� EMERKIR 4-TRACK FRAME HEAD/SILL (Q ASTRAGAL OR IMERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'CV) 2.04" ---HNI IN7f— 2.09_ 2, 1 MAX Y O.C. 2.04' 21° 6.64" MAX. �T 1 O.C. 2.09 ASTRAGAL OR (FOR SPLICE (FORSPLICE INTERLOCK CONDITION, DO NOT CONDITION, USE CENTERUNE USETHISDETAIL) 'C6' CLUSTER DETAIL) 3.5' 9.6' s•MAx. (II I f _ HII II H IIH..�y 4 MEJA jl�j��{�j�j��j�({�'�� FRAME JAMB B'MA7L ANCHOR PAOR 4-TRACK 6'DIAG. FRAMEJAMB EMMOR ANCHORPAIR 2.04' ANCHORS MAY BE INSTALLED 21- EITHER IN THE EXT. OR INT. MAX TRACK(INT. SHOWN) O.C. NOTES: Ems° ARE BASE NSION59HOWN ARE BASED ON M21 ALLOWED. e' MAX 2 FOR HEAD NC SILL SPLICE LOCATIONSIANCHORAGE AT 3T. ' FRAME JAMB P-HOOKSEE SHEET 8. ANCHOR PAIR PRODUCT REVISED ompty ing �vIN lha Mddo FORSPLICED sua : lothe 0.12 CONDITIONS ONLY: NOA-No. SPUCELOCATION Cx,1.11.a Dal. O2H712020 1 4' DWG. 2.04"W4' Y04• 5.37'DIAG. 4'DIAG. 4.08' 3.6' ai�,'QUCEuyIF 4-TRACK FRAME HEAD/5ILL \l 4-TRACK FRAME HEAD(SILL `: S *1 Na. 68706 \J , ASTRAGAL OR INTERLOCK Col ASTRAGAL OR IMERLOCK (USE WHERE 6 CLUSTERANCHOK5 ARE REQUIRED, "Cn _ (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, -05') WITH & WITHOUT SPLICE CONDITION60 %A '•, iW0TE0nOCdOI'MNE CHORAGE EXAMPLE CLUSTERS � '•.;ioRIDP,. n Yaoce,adum ANCHORAGE, ''i /ONAL E (pr0uarmp SERIES770ALUM.SGD-LMIMPACT"nnnU1 ttAr. csaum.em�p o.wr m alYIS1011ER ... . amnd NT9 1 10 +22 PG70130 C PED6Wp6 �� II dower OFFANSL 2A4' J EXIEWOR /\J R0-CORNER 2-TRACK FRAME HEAVISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' 4.08- 4- I�m A 4.08' �� 7-.53.6° 1 4' /T 2.04' =RI 90'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 6 OR 6 CLUSTER ANCHORS ARE REQUIRED.'CB') tx7FnlOR 3,6• .. IMFApR 4.08' I •, 4 r , J �- - I` y, 11 204' Exro00R /\� 204' �Oq�r\I/ S.w 135' CORNER 136• CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAO/SILL (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER ANCHORSS ARE REQUIRED, 'CQ• ANCHORS ARE REQUIRED,'CB') INIE=a+\ 74.01r /?! '+i'ANCHOR 3.6.1 �C 4' E%IERI EXTERZkT IOR + r 4' 00' CORNER 135- CORNER 3.TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADS CC6TANCHOR ALL 3-TRACK CORNERS)) (�ATALL3-TRACK3CO KhL ARNEI IMERroR .8.12- IMEMOR 2.04' 4. f ERIa IME88 ,Oa-- , � —� 7- —•� 4'DIAG. "mmog DO- CORNER 4-TRACK FRAME HEAD/SILL 4-TRAI ('C8' ANCHOR CLUSTER REQUIRED ('CB'ANCf AT ALL 4-TRACK CORNERS) AT ALI NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS ---1 3.6, � 4, IX ERIOR CORNERS) carr.aFamermme �F >� ------------ CENTERLINE 4 OFPANEL I � NA YZ'ANGHOR f VIEWS VV 4' OIA . 2.04' CENTERLINE OFPANEL '+3' ANCHOR 04' 4.08' EJt W 204' CENTERLINE OFPANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 11 + 22 PGT0130 " 2-ANCHOR 204 . 4' DIAG. 04- M3.5d7lCENTERLINE OF PANEL '+3' ANCHOR z. a° D AG. q3.5' T CENTERL/NE L.— OFPANEL 2-TRACK FRAME HEAD/SILL IMERMEDIATE ANCHOR LAYOUT PRODUCT REVISED Rc....I=wIN ft. FIo44a 0.1mMe EEeedd NOA-No. 17-0420.12. * . No..9705 *_I INSTALLATION DETAILS EMBEDMENT. SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A. SHEET MIN .OF3THREADSBEYOND EDGEDISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE EDGE DISTANCE: SEETABIE A SHEET 1 SEE TABLE A SWEET 1 SEE TABLE A SHEET 1 2-1116"' NOTES: 2-1/16•'1f4• 2.1/18 1/4° 1/4' 1. ALL DIMENSIONS Ea10 MAX. SHOWN ARE BASED M4- o SHIM r 1 SHIM E>;Iemaa SHIM ON MIN. ALLOWED. METAL OR WOOD 7 T /L. Y 2. SUBSTRATES MAY BE EMBEDMENT: 7 , I! USED FOR ALL FRAME SEE TABLE A. —1 TYPES PERTABLE A, SHEET 1 WOOD ANCHOR TYP., 2XWOOD WOODANCHORTYP., METALTYP.. SMSANCHORTYP., SHEETI. 2XWOD SEEANCHORNOTES TYP.,SEE ANCHOR SEEANCHORNOTES SEEANCHOR SEE ANCHOR NOTES TYP.,SEEANCHOR &TABLEA.SHEETI NOTE3,SHEEf1 &TABLEA,SFEETI NOTE4,SHEETI &TABLER SHEETI • DIAGONAL O.C. IS NOTE 3, SHEET 2-TRACK FRAME HEAD ® 3TRACK FRAME HEAD FRAME HEAD Is METAL INSTALLATION MIN 4• (HEAL) & SILL) ® WOOD INSTALLATION Bw W000INSTALLATION ORB-(JAMB)SEE WOODANCHORTYR, 2XWOOD WOOD ANCHORTP., . 2XWOOD SMS ANCHOR TYP., METALTYP., DETAILS, SHEETS IL)&11. SEEANCHORNOTES SEE ANCHOR SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR &TABLE A,SHEETI NOTE3,SHEETI &TABLE A, SHEETI NOTE 4, SHEETI &TABLE A, SHEETI NOTE 3, SHEET SEE SEE MIN, OF 3 THREADS BEYOND SEE ANCHOR ANCHOR ANCHOR NOTE 5, THE METAL SUBSTRATE NOTE 5, SHEET NOTE 5 SHEET 1 SHEET 1 1 (I74' MAX) OW MAX.) _ (,/4 MAX) T FICIERioR I EMBEDMENT: SEE �2-1/18°• ABLEASHEET2-IH DISTANCE' e•• EDGEDISTANCE: 2-1118°• EDGE DISTANCE: EDGE SEE TABLE A. SHEETI SEE TABLE A. SKEET 1 SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE SHEET I EMBEDMENT: SEE TABLE A. SHEET I FRAME (CASILL MNAON �_C ®SILL WOAT OODNSTALLTO EMBEDMENT: SEE PRODUCT REVISED TABLE 0.SHEET 1 � nam 1 In wIa tho Flarl4a BOAAI EMBEDMENT:SEE xplta . 17-0420.12 TABLE A, SHEET 7 EDGE DISTANCE F-`FboOen oa1o02/17Y2020 A, SESHEET II 1 METAL TYP., SHEETI By EMBEDMENT: SEE EDGE DISTANCE: SEEANCHOR mm n �n1 TABLE A SHEET EDGE DISTANCE: SEE TABLE0. NOTE 4. SHEET 2X WOOD2X SEETABLEA, WOOD SHEET 1 TYP., SEEANCHOR SHEETI TYP�SEE ANCHOR 2-1/18• • NOTE 3, SHEET 1 NOTE 3, SHEET I SMSANCHORTYP., ' SEE ANCHOR NOTES 2."" 2-1/18•• &TABLE0. SHEETI WOODANCHOR.TYP., WODANCNORTYP.. MIN. OF II SEE ANCHOR NOTES B TABLE0. SHEETI SEEANCHORNOTE.. THREADS BEYONDTHE ` LYN N1J STABLER SHEETI EXTERIOR `�1��(�NY ST'�'••"' •• 1/4" MAX. SHIM F+-- E 10R �T 114• MAX. SHIM -+I F.— `� VSUBSTRATE 1nR�- 2-TRACKMETAL 3-TRAGK FRAME JAMB ®WO NST LLLA11ON B 1f4°MAX SHIWOODNS�LATIONB METAL WSTALLATION ,A +,� y mm. a�wrx�ma ff5—s 770ALUM. SGD - LM IMPACT saurro Nis i2 , zs�r Pcrolso INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS EDGE DISTANCE: SEE EDGETABLDISTANCE: CONCRETE CONCRETE*lXCONcRETEANCHORTYP., SEETABLEA,SHEETI CONCRETE SEE TABLE A, SHEET i SHOWN ARE BASED PERTABLE/18°' PER TABLE 2-iMfi'• PER TABLE 2-1/ie'• ON MIN. ALLOWED. A, SHEET 1R SHEET 1 A, SHEET 1 .. 1/4" •DIAGONAL O.O. IS •... r;.SH .;MAX - �OR MEXTERIO IN 4'(HFADBSILL) 6° (JAMB) SEE DETAILS, SHEETS 1/4° EMBEDMENT:1/MAX, YR93 M EytEBroB 1 10&11. SEETABLEA,SHEETISHIM `r' SHIMPROPERLYTEANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHORTYR, PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., HORNOTES& WOOD BUCK TYP., SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET ANCHOR NOTE 3, SHEET 1 TABLE A, SHEETI ANCHOR NOTE% SHEET 1 TABLE A, SHEET FRAME 3-TRACK FRAME HEAD COAD NCCRETEI INSME TALLATION ®CONCRK RET (INSTALLATION CONCRETE WSTALLATICN CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEEANGHORNOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYR. SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A SHEET 1 ANCHOR NOTE S. SHEET 1 TABLE A, SHEET, ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR 5. NOTE B. SHEET NOTE 5, SHEET SNOTE 1 (114' MAX) 1 (i!4"MAX)1 I (, Mr- MAX) - 1 �. EXTENOR TB :�.:.r.;ti, E'er ` r✓: • a C� CONCRETE 2-1/18" 2-I/16°• 2.1/78" PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET I SEE TABLE A, SHEET 1 PERTABLE SEE TABLE A, SHEET I PER TABLE SEE TABLE A SHEET 1 EMBEDMENT: SEE TAB LE A, SHEET I A, SHEETI EMBEDMENT: SEE TABLE A. SHEET I A, SHEETI EMBEDMENT: SEE TABLE A, SHEETI 2-TRACK FRAME SILL ME SILL NCRETK FRAME SILL 4-TRACK E NSTAL ATION EoCO CONCRETE INSTALLATION CONCCRETE I S TALLATLON EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEET I mom I la With Uv Florida �,l'n17-0420.12 EMBEDMENT: SEENDAflo.STANCETABLE A. SHEETI � Expimilon Data 02/1W2020 EDGE DISTANCE: pROPERLY 9ECUREOBLE ASEE ET1 BTABLEA, COYP., ANCHOR TABLE A BUCKTE3.TABLEA SHEETISEE SHEETI .. TVP., SEE ANCHOR EEANC "' BHEETI SEEANCHORNOTE3,PROPERLY : EDGE DISTANCE: NOTES 8 TABLE A, : SHEET i1XWOODBUCKNP., SECURED 'SEE TABLE A. SHEET1 - 2-1/1IXWOOHORNOTE3, BE SHEETI : CONCJCMUANCHORSHEETI fk.- Ell TYP., SEEANCHOR ' 2-I/18'• PROPERLYSECURED NOTES&TABLEA, GONO/CMU ANCHOR 1X WOOD BUCK TYP., SHEETICRETE TYP., SEE ANCHOR SEE ANCHOR NOTE 3; CONCRETE MUNOTES&TABLE A, r: ;- SHEETI` CONCRETE%. OR CMU TABLESHEETI FYjETR7IQREETIRTABLE OR CMU EXI€RIOR �: PERTABLE A, SHEETIV1/4' I MAX. SHIM --�i F•.-- V 1/4'MAX. SHIM —� F.-- *' Np. 58]IOS AE HEETI 1!4' MAX. SH= : *' -TRACKm CONCRETE/CMU INSTALATION �AMS CONORETRCMU M6 'ALATION ®k CONCRETEICCMUCK —FRAME INSTPLATION �%/��a rE cERT.DFaurxv�apo 13 .22 1 PGTOT30 INSTALLATION DETAILS NOTES: I. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REOUIREDATALL 2.893"MIN. ON MIN. ALLOWED. INSIDE POCKETS TO PREVENT EDGE DISTANACE 2, FIGURES ON THIS EMBEDMENT: SEE WATER SHEET ARE FOR WOOD FRAMING TABLE A, SHEET 1 P�HOOK MOUNTING ADAPTER INFILTRATION ., :. CONCJCMU ILLUSTRATIVE WOOD ANCHORTYS ;`t:, ANCHORTYP.. SEE PURPOSES ONLY. SEE SEE ANCHOR NOTES 2B ANCHORNOTES& �TABLEASHIEETI TABLE A. SHEET I FOR EMBEDMENT: &TABLE0. SHEETI ALL APPROVED SEE TABLE A. (ALSO SEE TYP. "`• SUBSTRATES. SHEETI ILLUSTRATION, SHEET 9 \;" "'T-"-" r�- , , �.' •' +' 1-114• MIN. EDGE DISTANCE DISTANCE: SEE ,;`iY:'(-•7"�- .\ '; '': ox�tlnB 3. SEE TARES I-3, T LE A. SHEET EMBEDMENT: .. T'( SHEETS S-B FOR SEETABLEA Si��::. .,'.+Y>',: P-1400K MOUNTING REQUIRED P-HOOK 29 9 MOR SHEETI ��:: .^• ,.•�.�,, ;:. `?,: ;; �:'•�„•� ADAPTERCONCJCMU AND P-HOOK MOUNTING ADAPTER PHOOKWOODANC1011 ., �. P-KOOK :+.'•:�'...r. j,:•, ...'may.. '�•"�� :.=•: " AN TYP.. SEE ANCHOR NOTES ANCHOROUANTITIES. SEE ANCHOR NOTES & TABLE A. SHEET i CONCRETEOR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE ON SHEET 9. (ALSO SEE TYP. CM U PER TABLE 2.69r MIN. A, SHEET TABLEA,SHEET1 ( ALSO SEE TYP. ILLUSTRATION, SHEET9) EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY d®c PARTS#18 #20 #2209#24, SILL RISER PARTS 918 #20 #22 OR 924. WOOD INSTALLATION EXTERIORMOUNTSHOWN. CONCRETFJCMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 10.2A&3A MAYALSO BE INSTALLED IN (SEE TABLES IA, 2A&3A MAYALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FORWATER RATINGS) EXTERIOR CONDITION METALTYP.. P-HOOKMOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONCJCMU 4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS CMU PERTABLE TABLE A, SHEET ANCHORTYP..SEE TABLE0. SHEETI MIN. OFNOTE 3 THREADS ANCHOR TYR, SEE A SHEET I . . r e'i: t. '::... ANCHOR NOTES&TABLE BEYOND THE METAL BEYOND ANCHOR NOTES ; :�:.a.'`,+;�'. (' '`"'(ALSOSEE A,SHEETI SUBSTRATE &TABLE A, SHEET I••:.;,-.,. 2B EMBEDMENT: (ALSO SEE TYP. •: C:,, ' +'+.1 � f :--�0�: : >L': ! � TYP. ILLUSTRATION, SHEET 9) PRODUCT REVISED I ' Ina Florida ILLUSTRATION, SEE TABLE A. ,Y,({,,,,...:,1;.;,.,,,.:.+.•_; ," m wiln 9am euad EMBEDMENT: SHEET 9) SHEETI .e.•.; :; *:•.\ : '+'.,: �. 28 xolHxo. '17-0420.12 SEE TABLE0. DISTANCE: SEE r, .'; : ^"r• : :•), A� �L exnlmnoa 0a 2H7/20 20 SHEET 1 pBLE A, SHEET 1 r,:.i;L :,,++ IA14- MIN. EDGE DISTANCE By Mlem rodua ea o 3p 30 P4100K 6M5 AN CH OR TYP.,.H P-HOOK CONCJCMU E%fFRMR SEE ANCHORNOTES IITT ANCHORTYP., SEE &TABIEA,SHEETt C7 ANCHOR NOTES BTABLE ALSO SEE TYP. 2.893' MIN A. SHEET 1 249Y MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET B) \\\IIIIII rII P-HOOK FOR USE WITH BOXSILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS Ka PARTS #19.#21,923 OR#26, PARTS#19 #21 #230R p26, EXTERIOR EXTERIOR 7;' F •'-4 �� METAL INSTALLATION CONCRETE INSTALLATION •' (SEE TABLES IA. 2A&SA (SEE TABLES 10.2A&3A MOUNT :*+ No. 6a,,, FOR WATER RATINGS) ONLY FOR WATER RATINGS) cFrsr.arwrxs�sa a m I NTS 1 14 w 22 1 PGT0130 HEADER DETAIL'N, SHEET 18; INSTALLATION DETAILS'AW &'Ac',� NOTES: SHEETS 12 & 13 7) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OFIANCHOR TABLES, SHEETS 6-8 FOR MA). PANEL HEIGHT AND WIDTH, SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12A4 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTLE, LOCKNO INTO KEEPER (ITEM 103)AT FRAME JAMB ORASTRAGAL 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER OP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'OW & De, SHEETS 12 & 13 PANEL CORNER DETAIL MAX. UNIT WIDTH MAX. PANEL PANEL PANEL TYPE TYPE PANEL TYPE 'QS' 'AS' TYPE MAX.PANEL 1� t NOM. PANEL / / WIDTH TYP. EGHT SEE PER NOTE2 TABLES 1-3 a a T - go- , EXAMPLE: 90° INSIDE CORNER, 4 PANELS -XX/XX FRAME CORNER DETAIL Pert# Description Material 124 Kamme0ing 49G TIPS Spacer System 125 Quanex Super Spacer NCT with Hot Melt Butyl his etSfo Sheet for 12S Quanex Dlaaseal Spacer Materials 127 CaRLnal )L Edge Spacer NON. PANEL WIDTH TYP. PER TABLES is ER 80' CORNRNDER DETAIL N2', SHEET 18 &CORNER ]7MAXUNIT ANCHORAGE SHEET II' . MAX. HEIGHT INTERLOCK DETAIL DLO PER V. SHEET 19 HEIGHT TABLES gWF! 0R ��]RJMQR 1113JAMB ALL A , SHEET 18; INSTALLATIONTION DETAILS 'GW 8'Gc', SHEETS 12 813 DLO WIDTH v NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866' �SiUCgNE HDTbtELT BUII'L GTRUL`NRAL aRIF E 311T NOM. 1l4'NOM. FOAM W H OESICUWT PROD DOT REVISED GLA35 WT. GIASS oseem 1��..11nngg Ilh the MeleeINT. SuIrt P 17-0420.12 llo" Co4e +za KODISPACE 4SG TPS +76 SUPER SPACER®NXT"'' 13xPlntion Da 2/1712020 * : No. 68705 +7e DURASEAL®SPACER n, XL EDGED'SPACER csRC OPAUat1®76tr 11 IT( ,—L, SERIE57701LLUM. SCiU-LM IMf%lal-'t4rilnu+" v:a«alaEa:;vR \ \��JLLm.I �a7lc P0T0190 C ALYNN� �R PE N75 15 +;u CONFIG. EXAMPLES INTERLOCK DETAIL 'M', SHEET 19 OPEF I , INSL I%ED JAMB DETAIL'132', ASTRAGAL HEADER'DETAIL'A', SHE SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETA'. DETAILS'GW &'Gd, L2, SHEET 19 'AW &'Ac', SHEETS 12 & S SHEETS & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' MA NOM. /� UN PANEL � / PIE WIDTH TYP. MAX. PER SEE TABI DLO TABLES 13 NOTE 2, 1: HEIGHT SHEET 15 D a x a DETAIL'G3', SHEET 18; TAILS'GW & re, SHEETS 12 & 13 HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ae, SHEETS 12 & 13 r 90', DETAIL'G3', SHEET 18; TAILS'GW & re, SHEETS 12 & 13 HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ae, SHEETS 12 & 13 r 90', T'/PE PANEL A, TYPE (. ,�, T HT SILLDETAIL NOM. i V. SHEET q PANEL ES 18; MAX / WIDTH TY INSTALL OLD PER DETAILS HEIGHT TABLES 1 'DW & rod, SHEETS I2 X (rj MAX. PANEL PANEL TYPE TYPE cps ,K. MAX UNIT HEIGHT PER 9% SEEj TABLES NOTE 1� &13, X X' MAX UNIT WIDTH SEE FRAME & SILL DETAIL'D', SHEET IB; MAX. UNIT WIDTH PANEL CORNER CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 16 2-TRACK) 'DW& vd, SHEETS 12& 13 E(AMPLE: 90*OUTSIDE CORNER -)C= (2-TRACK) JAMB DETAIL'))', SHEET 18; ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & SHEET 19 3 'GT, SHEET PION DETAILS SETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 19 90' OUTSIDE CORNER DETAIL NI' SHEET 19 & / SHEET11 INTERIOR ERA NOM. PANEL WIDTHTYP. PERTABLES 13 L2 '1 INTERLOCK DETAIL M, SHEET 19 le, SHEETS 12 & 1 HEADER DETAIL V, SHEET ' HEADER DETAIL 18. INSTALLATION DETAILS --J ETAIL'H2', SHEET P-HOOK OETAIL'J' &'K', SHEET V, SHEET 18; •� 'CW &'CU', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB LS'iW '1Id SHEETS 1 INSTALLATION 'HW &'Hd, SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 DETAIEETS 18'Bd, DETAILS'IW &'M, SHEETS 12 & 13 PRODUCT REVISED SHEETS 12 $19 ae eempNlne with tho Floritla B Iltll EE EE r MAX. UNITWIDTH --- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE Ty, L. ,M. ,P � MAX. UNIT, NOM. HEIGHT EL WIDTHTYP / TABLES MAX SEE PER 1-3 DLO NOTE2, TABLES" HEIGHT SHEET 15 L LUILU x EXAMPLE:OXXXp SILLDETAIL'E',SHEET 18;'l (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ee, SHEETS 12 & 13 �— MAX. UNIT WIDTH —� PANEL PANEL PANEL TYPE TYPE TYPE M .PP, TAN NOM. UN PANEL HEIWIDTHTYP. / PE SEE MAX. PER TAB —NOTE2 OLD TABLES I3 1 SHEETI HEIGHT O r 1 Noun.. + + 17-0420.12 MAX R R R LES EXAMPLE:XXXO SILL DETAIL 'P, SHEET 18; (4-TRACK. BY-PASS) INSTALLATION DETAILS 'WI &'Fc', SHEETS 12 & 13 FRIES 770ALUM, SGD - LM E4o-r>a MTS 96 .22 A.; ^N0.59703 A PANEL'S RIGHT STILE TYPE PANEL SINGLE BINDLE RXEO LOCKS RE AB PAGA AS RAGA ASIPAOAL A GAL INi CORNER EXTCORNER FJfTCORNER INT CORNER E%T CORNER ��cEIVEFt EX CORNER INTCORNER INTERLOCK INTQtIOCK N STILE W/HANDLE BOXOIR BOX IN WIMIXE WI HANDLE WIIUNDLE WIMNOLE WIMNIXE WIH4NOLERECISMOR W/HEANDLE W/RHAI�OLE TYPES ��* ��.. �VNE p119 pB, ?7 1NTSINGLEK F PP K TR TQ TC TA TV TW �.1- B E P A C C /C SQ SC SA SV SW NSINGL K �, IN Inmpnf PRYM R S S FD FC FV FW s� RR IBA'PVD IBpTM D M J J W/�1N�IIDLE RWWD PR,M w Bea- LR L PANEL NOTES: qm 1. SEE DP TABLES 13, SHEETS S-8 MR PANEL AW9 OAI. N LEFT li' M�RQR RIGHT SIZES & DESIGN PRESSURE. 2 PANEL TYPES NOT SHOWN OR CROSSED OFF w BOXIN WIH^NOLE PaXM PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J A9iRAGg1, u T lJ STILE IE�1 BX,EwOR V— STILE AND ARE NOT AVAILABLE. STILES .eOX OOT 3. 99' ASTRAGALS TO USE HEAVY-DUTY ASTRAGnL T ,I PANEL 'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EITHER EXTERIIORNE19) OR RECEIVER (IOR(0118) AND CORNS EXTERIOR(#119)ORINTERIOR (N120)CORNER W Box IN lJ APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. —1 PRIM mm 4. 135-ASTRAGALS TO USE HEAVY-DUTY STILES U) W ocxsnLE pT �•e/ (451) AND CORNER ADOON(01). J w W/HANDLE y,2 !t U SILL RISERS OPTIONS zDr �, .,�' z Q EL < E%TCORNE,t W LBG(S r WlHANDLE q„8 EMCORNER AB BombovER `,C QT /'� CT / QS /'�Q CS�D9r .23T fff--�� EXXTTEgWIORR 1 '� I �• saES E%TERIOR �2. PRODUCT REVISED a oa complying Ith the ReIWa NOA-Nc. ,7-043D.,P 4.aE6• NOA- oCOEWIHANDLE ,B 0' Eer Eplmtlon Date G2H72020 SByeRECFJVER AT AS DF 062 W/WWOIE Mla induct an E TCORNER to /'� CF ,� SLUSH FLAT OE2 MEO UMSILL E3--1/4�' T • 2O SILL I 24 HIG�4"ER FLAT Be PECENER 1E1/2��T LOW2 72' ExTCORNER NOND E OITCONER tWT WRECEIVER VT VS WS EVF I+ .TED- .W EXTERIORED• Der Dom• a BEr a �r a ,.DES•. 9.306' W/HANDLE pS,' Lear � ,„IIII,NI/I o` .. 1 \0 4 x1�; UCENg6:--..,`,�, �{ Q' SILL RISER SOJ ,B' BILL RISER BOX SILL RISER BOX O O SILL RISER, BOX No. �T� OHIGH.4' - *: FLUSH. 1.12' LOW. 2-1/2' MEDIUM 3-114" 'NOT VALID ' A `•. cf FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, BEE SHEETS 6-8� � , ,K V�FfETCROL�PFI9,TJ PANEL TYPES TIE %,S ::°�OgIDP,;'��• AIiSERIES NPEO.wwPT91B cEnr.um. maa, 70M0N1,%P JJRR c OHVYOESTIIS SNEET. wem m,aa6W0e0 M A.LYNNMLLER aNtrO f0D4HEDbNT)d �rt°wmre9 £uc JN TM17 .2 Nae CU P.E8681P5 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 7� OF JAMB 5 6 Ba 0R 81 G3 2-TRACK JAMS 2-TRACK JAMB (SHOWN WfTFI P 5105 1056'LaONG W/RETAIPIER #108 OPE�RAE9,E MIDSPAN (SHOWNWITH TO FIXEDPATHE TLE RIDR 103 113 INTERIOR) TTE%IERIDR �V/ 16 ® 12 De t23 FULLLENGTH OF JAMB 2-TRACKJA#1 1h 2-TRACK JAMB �_ CLIP #e00R N706 fit 8A W/SCREEN TRACK WEW a 2-TRACK W/SCREEN 0 FRAMESILL • ITEM 81 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13. SHEETS S-B FOR DP (PSF) ASSOCIATED WITH STILE. ,5E%T "n 121 SEEDETAILONSHEETI5 153 FULLPANELJAMSLENGTH BOOR 81 106 q 15 & 10 I 50 OR 81 18 5 5 SEE DETAIL GI FOR FIXED 80 PANELCLIP is SEE DETAIL G2 103 FOR FIXED 5 ao oR el PANEL CL P 103 6 18 17 BO OR 81 �5EKIERIDR �5EMERIOR JLE%l£RIOR F7 Ex1ERIOR V 3-TRACK JAMB 3-TRACK JAMB &TRACK JAMB 4-TRACK JAMB (SHOWN WITH ®(SHOWN WITH 11 (SHOWN WITH PANEL) FIXED PANEL TO FIXEDPANELTO 12 (SHOWN WITH OPERABLE PANEL) OPERABLE THE EXTERIOR) THE INTERIOR) ra SEE DETAIL ON SHEET 1 S FJRERIOR a �® u m ® IuII I�ii� 7, o Iplli�ll-lI 71ITIII 'hRil.. hl J,�1 �1 ��,•� I PRODUCT REVISED DsD m GaYowith the Flodee MAX. UNIT NOA-No. 17-0420.12 I TABZES 1-3 E ,ftmt OR PER Dee. 02/1712020 TAL�-- dRNLTRACK F FRAME SILL IS a 22 1 PGT0129 * No. Isms ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) i >:�oA a STANDARD ASTRAGAL#67 ®HEAVY-DUTY ASTRAGAL #68 L1 WITH STANDARD STILES#80 L2 WITH HEAVY-DUTYSTILES#61 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGALSHOWN INSTALLEDAY ALSO BE (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOXIN) TOWARDS INTERIOR mQ0 135° OUTSIDE CORNER Ot 2-TRACKSHOWN 4 INTERIOR INTERIOR L► yjll- �wom Q 90' OUTSIDE CORNER 1 2-TRACKSHOWN INTERIOR T7 E"T—°" ®135° INSIDE CORNER 2-TRACKSHOWN so m I NTS 1 19 + 22 INTEROR NTERLOCK • ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM 960 (STANDARD STILE)ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WRH STILES, PRODUCT REVISED ....P&0 wRh M. TA.AA. B.IIAInD U. Noax., 17-0420.12 IUOMm.OaW=11712020 •MM' A.LYNNMILLERPE. P.e•eeiae NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 3339, 56-59, 68, 76, 64419, 721 8122 APE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 012 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS ® 24" MAX. O.C. PRODUCT REVISED as comp in With No Florida BVlltllna xDA-xe, a 17.0420.9E Eavlfa0en Dale 02117I2D20 B Mlam aouc DV I \\111111111/f// ....... ?1/''i * : Nd.58705 feTPT£QINOLCDYDPo4E a•AeR ' (3` ' x uaex'eRaxm PARTS LIST ',S"••-.....•C2� Pf049pfeW ,.�ONAL\E�01 cmr. DFAIRx42ame SERIES 770 ALUM. SGD-LM IMPACT w.x.e .m u.eea. s d A. LYNNM¢FR�PE BOPJJO r`iT5" 2l7 'I 22 PGT6i$D Q P.E16H/06 Item �RaTN POT# Description .. eF at o9,os'1J c xD CN4xces iNu aNEEr. .IR 16%LP14 1T3W 01T3W 2-lPA 113W BD3W 2-TMCK HEAD WITH SCREEN ML 1]309 01J3W 3-TMp(NEAO 1J012 01T312 4-1RAQC HEAD 112 FRAMEf1EA0/.WMBADDON2TRAG(SAl2-TRAIX 6R1 WHl1CPEEN PA0. 1T36]81T90]iT310 B1T310 a1PACK6LLtY313 011313 FRRME SLLTAAIXOL6151T 17315 81]315 FMME6LL 6CREFN ADDON ISEENDTE 9) 13 1T310 Btfl10 FPAIIE SBL6CREEN ENDADDON (SEE t10TE 3) 19 1T305 01i305 21MCK dYAB I6 ti3W 61]30x 2-TMC%YUAB WII116Otffx ML 16 tAW 81T3W 33RACK,MMB n 1i3f1 elm+t aTls\cx duR6 18 1732E 81132E SLLRBER-FIAT. FLUSH, 1-12' 19 017319 eLLR18E0.-BOX FLUSIL 1-12' 21 B1T321 SLLP6ER-FIAT, LOW, &12' 18 617318 S t Item � � PGT# Description W iT325 ef]925 PANEL fiTBE 81 17320 01T32B PANEL 3RLE OIEAW DUTY) a2 1132T 81]32J BRERLOIXPDAPTOR W 1225 sIP290 vwn eufewsm.-iNrvcrvsDE rvlEwDao 04 1T20 T1i2B SLL END WEA1HEPs1RP PAD s0 17320 BU320 NIERLOCK 6GIEWCOVEIL W iT329 01T329 TRAGAL 00 fi33y 811YG HFAW OIIIY ASTRAGAL W 17324 6V329 OP 8 BOTTOM RAL r0 1T350 917350 WEATNERS]RIP E%IENSDN ONJECIDN 5.069" 8.682' 0.080° 1.211° IL 1b06° 0.081" m O2-TRACK HEAD 4-TRACK SILL (6063-T6 AL (6063-TO AL) 6.198° 1.21 P 0.0811 O2•TRACK HEAD W/SCREEN TRACK (6063-TO AL) 8.526' 0.080" )A w L 1.SOS O9 3•TRACLL (6063-T6 KSIAL) i,106' 6,221- 0.080" 1.606" 1.211' 0.081° O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-TO AL) (6063-TEAL) 9.142° 5 4A9° OA80' 1.211'4 1.505° 0.081" O4 4-TRACK HEAD O2-TRACK SILL (6063-TEAL) (80, T6 AL) 7} {I 01.514" 1.250' f 11113LI1~~IIIIUIIIII---�� 0.050° OFRAME HEAD/JAMB SCREEN A00-ON (6083-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.08Y 0.532' 1.516- FRAME SILL SCREEN 2 AOD-ON (6063•TBAL) REQUIRES MIN. #10 SMS OR 3/16° MASONRY ANCHORS @ 24° MAX. O.C. LT'010601 0.760° 1.990° DFRAME SILL SCREEN 13 END ADD -ON (6063-T6 Al-) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24' MAX O.C. CERI. WAUIX/1 8 8" 2-TRACK JAMB W/ 15 SCREEN TRACK (6003-TB AL) 18 3-TPACKJAMB 6063•T6 AL) XTRUSIONS ERIES 770 ALUM. SGD - LM IMPACT ya angw soa»p NTS 1 21 +n 11 POT0130 7 1.36' 1.872" 0.067 1.019" 0. 181' SCR EEN STILE (6063-T6 AL) 6.069' 1.046' af 1'0.062- O14 2-TRACK JAMB 46 SCREEN TOP RAIL (6063-TB AL) (6063-T6 AL) 17 4-TRACK JAMB (6063-T6 AL) 1.9 -y a.s7s ��'"'��"'' 0.8' SSCREEN 46 BOTTOM RAIL (6063-TEAL) PRODUCT REVISED plyying wIN no Flarl+a B+IIEIng Oa+a xaw-No. 17-0420.12 ff No. 58705 0.718' —j 0.062° 0 �4' FRAME 6 SCREW COVER (6663-TB AL) 01fi' of 135,%RNER (608-T6 AL) 0.83' 0.762` 0.080" 91LLAC TRK (6063-TBAL) 3.BOY 0.674" 0.076' z8 P-HOOK (6063-T6 AL) 2.304` D.762° 0.788 0.082° 0.23Y 0.062. P- OOK MOUMING I P-HOOK SCREW 2B OA AP7oR 29 COVER (6063-TB AL) (60MT6 AL) 3.802' 1.163'1 I O.BBS' 0.080' 1 ao P-HOOK FOR BOX RISE (fi083-T6 AL) t. 148` 1.739'+1.303° 08016000.062 .07V 1.888'0326' ] 0.062' 1 TERLOCK INTERLOCK az 195' FlXED MOUNT eB STANDARD STILE 81 HEAW DUN STILE A— ee (fi0B3-TB AL) (8089-TO AI) 8083-TB AL) ADAPTER SCREW COVER (6063-TB AL) (6063 TS AL) 3.979' Lt 0,076' 1.645' 0.125- OSTANDARD ASTRAGAL (6063-TB AL) 0287• --I I - ea HEAVY DUNASTRAGAL (6053-TEAL) 1.003- 0.75f' 0.080" 0.050 FWED 7 PANEL CLIP 0.709'1 2. 42.82W (8063-T6 AL) 80' .550` +- jam'- I —�10.883 o.7O9' 128 FD(ED PANEL RETAINER.) FU(ED PANEL i7B 90-CORNER RECEIVER t�RETAINER. 9fl6` (8083-TEAL) (6063-T6 AL) t125' 1.30a' j 1.01.060' .811' S. I 1]04S; I-.— GLAZING 7f76'GLAZING 9/18•GlA9NG PRODUCT REVISED O TOPIB0170M RAIL 7e �� O Bt (6083-TB AL) BEAD I.O. BEAD FU(ED BEAD p Ie with the Roriao (6063-TB AL) PANEL CLIP (6�63-Te AL) BNml,a �oTe (6063-TEAL) NOA-Ro. 17-0420.12 710 90' OUTSIDE CORNER ASTRAGAL (6083T8 AL) 5,621' 0.13W 4° 720 90° INSIDE CORNER ASTRAGAL (6003-T6 AL) + 22 * j No. 68705 n