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HomeMy WebLinkAboutNOASC B NNED St Luci %� � Count QI®ODE C014TRACTO? v®PYPRODUCMIAMI-DADE COUNTY TCONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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 (AHD). 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 m a1 s to meet th�'hbeen s o 1e cable building code. This product is approv as described hem' anddesr fed to com with the Florida Building Cade, including th igh Velocity Hurricane Zone.- VESCRIPTION Senes "PW7620A" Aluminum Fixed Window - N.I. APPROVAL DO NT: Drawing No. MD-7620A 1, title " ' ed Window Installation Guidelines", sheets 1 through 11 ofT ated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Mthe Miami -Dade County Product Control Revision stamp with the Notice of Acceptan ira I date by the Miami -Dade County Product Control Section. MISSILE IMPACT IRA INGLABELING: Each unit hall t label with the manufacturer's name or logo, city, state, model/series, and followin tatade 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# 17-0614.10 and consists of this page 1 and evidence pages E-I, 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. 18-0430.04 MIAMI-DADE COUNTY Expiration Date: February 19, 2024 Approval Date: August 23, 2018 So Ila 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. 084112.09) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, 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, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.13) 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.11-1114.17) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel Pe z P.E. Product Control iner NOA No.18-0430.04 Expiration Date: February 19, 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 6'h Edition (2017), dated 09/14/17, 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. 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 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 61 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No.16-0629.13) 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.11-1114.17) 6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105 02) Manuel r20430.04 e , P.E. Product Controminer NOA No. Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series "PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring on 02/19/19 Manu 1 Pe Pfin.E. Product Control x. er NOA No. 1 430.04 Expiration Date: February 19,2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, 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 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series "PW-701/620" Aluminum Fixed Window —N.I., approved on 10/12/17 at d expiring on 02/19/19. Manuel Pe P.E. Product Control xa finer NOA No. 1 430.04 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 GENERAL NOTES: SERIES PVV7620A NON -IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTEDTO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). g1'TIP-TO-TIP WID fi0"BUCK WIDTH 2)SHUTTERSAREREQUIREDWHENUSEDINWIND-BORN DEBRIS REGIONS. 5i-1/d'VIBIBLE LIGHT WIDTH 3)FOR MASONRY•APPUCATIONS INMIAMWADECOU ,USE — ONLYMIAMI-DADE COUNTY APPROVED MASONRY MC ORS. B. SHE T5 MATERIALS USED FOR ANCHOR EVALUATIONS WERE UTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CO RErE WITH MIN. KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN HM'THICKARE TO A CONSIDERED I% INSTALLATIONS. IX WOOD BUCKS A OPTIONAL SHEET5 IFUNMISINSTALLEDDIRECTLYTOSUBSTRATEW00 BUCKB i DEPICTEDA52X ARE 1-1R'THICK OR GREATER I%AN 2%Em WHEN USED) SHALL BE DESIGNED TO MOPE FER _� j LOADS TO THE STRUCTURE. MOD BUCK DESIGN AND 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINE MORE 12'MAX / ORARCHRECT OF RECORD, (AOR). O.C. i 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BE I / WALL DRESSING OR STUCCO. USEANCHORSOFSUFFICIE T V RESISTANCE OF INSTALLATION SHALL BE DONE BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1W SHIMS ARE REOUIREDAT EACHANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRINGAPPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENM1YANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTESTPRESSURE, STRUCTURALTESTPRESSURE, FRAMEANALYSIS AND GLASS PERASTM E1300. C. DESIGN LOADSARE BASED ON ALLOWABLE STRESS DESIGN. ASO. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WDH OTHER DISSIMILAR MATERMLS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 9) REFERENCES: TEST REPORTS FTLJ534. 3047, MO. i212 & 18-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA4 ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL 10) THE 7620A SERIES WAS FORMERLYCALLED THE 620 SERIES. CODES / STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION �ASTM EIM0 -ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION IIALUMINUM DESIGN MANUAL, ADM2015 -AISIS100.12 EIAISC3 10 1 GUIDE TO SHEETS: GENERALNOTES ........................i ELEVATIONS.....- .........................1 GLALNG DETAILS._.._ ................ 26 DESIGN PRESSURES............... 26 INSTALLATION, FLANGE-....,..... 7 INSTALLATION, EQUAL-LEG....._8 INSTALLATION, ENT. FIN&..-.._..9 WSTALLATION• ENT. FIN 8........... 10 CORNER ASSEMBLY................11 EXTRUSION PROFILES. PARTS LIST.......... ........ .......... ......ii F__ FIGURE 1: OTBUCK WIDTH 571/4' VISIBLE LIGHT WIDTH MAX. .--ten cuccru `� 6'MN(. C SHEE 12'� O.C. T_ Q HT 1 DESIGN PRESSURE RATING IMPACTRATING VARIES, NOT RATED FOR IMPACT SEESHEETS26 RESISTANCE 6T BUCK WIDTH y 57-1/TVISIBLE LIGHT WIDTH r�u cuc6c.e ---_i 1- - 2"MA%. C I E' 1 12V G. BUCK HEIGHT 11i-1/T VISIBLE LIGHT HEIGHT 5-MAX J DO. E. H 117-1/4- VISIBLE LIGHT HEIGHT 12a• BUCK HEIGHT 6' J I LED I I I — MA%..D+j I�1z^MAz. o.c. 2•� � L-'F.H 5'MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION 12' O.O. MA%.6. / 6. MAX, 1 TyiN, De criWlen Street 1 3/16'Annealed 2 3 3 1WT red 4 Baled-7/16'Air -,V16*Annealed) 5 5 13116'IG 31160Te red-7/16'Air-3/W Te etl 6 6 1-11W IG (1le Te red - 9/16' Air - 114' TeMEraj 7 SHAPESAS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBINGTHE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 26. ANCHOR SPACING TO BE F MAX. FROM CORNERS AND lr O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1• THIS SHEET. WIDTHS I--NADTH WIDTH—{ 1 I ElU U l { I �I I WIDTH S F— WIDTH --I I— WIDTH —1 WIDTH —j 1=TD 11L 10 L— J WIDTH —I I— WIDTH —{ I— _WIDTH —1 F'- NADT1 -i l� l� 1' I i� I � I I � 3R-ES03/1S/18- ADDED GLASS SERIES .. TYPI.4&6. a 762MF M CHANGED TO y ]620A FROM 20_ m Y O > O o N � O aloa 0. z OLE m ' N OLEO� aIIEl W Z e ,q W u.cp U U d ® p r Z J N U.,V u` c a ' ID z z OA o y O 5 > 0 J W Q J W a 3 U3 F F F O Z Z Q aloa5 O Z Q Q 0 w Q O W W z ro x w ILL ana L0 � . a z Pas No. 58705 Cb �q= Q '. STA OF ;'077�� Fss 0NALI0 A LYNN MILLER PE. TAPI F f' Window Design Pressure (+/-, psQ for Glass Type 1 Lang Sitle• Tip tD Ti in 54-11/16 57 61 65 69 73 1 77 81 85 89 93 97 31 +/-58.4 +/-55.5 +/-51 +147.6 +/-44.4 +/-41.7 +/-00.1 +/-38.8 +/-37.6 +/-36A +/-35.5 +/-34.6 33 +/-56.9 +/.53.8 +/-09.6 +145.9 +/-42.1 +/-39.8 +/-37.8 +/-36 +/-34.4 +/-32.9 35 +/-55 +/-527 +/-48.9 +/-04.9 +/-41.2 +1-38.8 +1-36.4 +/-34.2 +/-32 n 37 +/-55.2 +/-522 +/-08.3 +/-04.5 +/-40.9 +1-38.3 +1-35.8 +/-33.1 F 39 +/-54.1 +/-51.6 +/-47.9 +1-04.1 +/.40.7 +1-38.1 n 41 +1-53 +/-50.8 +/.474 +143.6 +/-40.5 +/-38 F 43 1-52 +/49.9 +146.7 +/43.3 +1-40.2 0 N 45 +/-51 +/49.1 +/45.7 +/-42.6 y 49 +/48.1 +146.5 +143.7 51 +/46.8 +/-45 53 +145.5 6 1116 +144.3 Ininwwa,.... VII-FROM THE TIP-TRT1P DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. B) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITI N. TABLE DIMENSIONS MAY BE T ORIENTED VERTICALLYOR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE 1 SHORT 1 SIDE 1 SHORT J- SIDE I- LONG SIDE SHORT SIDE L LONG SIDE U -� EXTERIOR a GLASS TYPE _L SIB' GLASS SITE JR-OY1648 -ADDED GLASS .. TYPE &TABLE s" LYNN�� * R N.. 53705 �O Sn ATE OF ,: 44U ♦ VA. P.F. ABL J' Window Design Pressure (+/-, psf) for Glass Type 2 Long Side, Tip To Tip (in) BS7/8 89 93 97 101 105 109 1 113 117 121 125 129 133 137 S41 145 31 ♦10W-145.8 +100/-144.7 +100/-141.9 N001-738.4 +1001-135.4 +10Y.132.8 +100/.130.5 +100/-128.6 +100%726.8 +100/-125.4 +100/.124 +100/-12Z6 +1001-121.5 +1001-12D.536 +100/-119.6 +100%118.8 13 +100/-1.3 +1001-131.7 +100/-127.1 +1001-123.4 +103/-120.3 +1001-117.9 +1001-115.8 +1001-113.8 +100/-112 +10W-110.4 +10W-108.9 NOW-107.fi +tOW-106.5 NOW-105,6 +10W-704.5 +10W-103.7 35 +1001-126.7 a1001-122.3 +1DD/-117.7 +1001-113.9 +100/-110.1 +1001-106.8 +19DAID4.3 +1001-102.2 +1D0/-100.4 +/- 99 ♦ / - +/.96.2 +/.95 +/-93.9 +/-93 +/-92 37 +100/-122 +100/-117.3 +10W-171.8 +1T10/-106.4 +10W-102.8 */-99] +/-96.9 +/-94.4 +/-92.2 +/-90.1 +/.BB -88 +/.86.6 a/-85.2 +1-84 +/-83 +/.B2 39 +100/-120.2 +1001-115.1 +10W-107.8 +100/-1D25 +/.98.4 +1-94.5 +/-91.2 a/-87.9 +/.85.2 +/- 83 +/-87.4 +/_79.6 +/-78.4 a/-. +/-7. +1.75.1 41 +10W-117.8 +10W-173.9 +10W-106.8 a10W-100.8 +/.9$.7 +/.91.6 +/-86.9 H-83.4 +/.87.1 a1-78.9 +/-76.9 +/-75 +/-73.4 +/-71 716 +/-70.3 +/-68.6 43 N001-113.9 +10111-112.fi +1001-106.2 N001-700.6 +/.95.3 a/-89.9 +/-BS +/-81.4 H-78.7 a/.76.1 a/.73.5 +/-77.2 +/-69 a/.67 y. 65.2 +/-63.5 45 N001-710.5 +1001-709.7 N001-706.8 +1001-700.7 4/.9$.4 +/-89.9 +/-84.1 +/-80.8 41-T1.6 H-74.4 +1-71.6 +/-68.5 +/-65.9 H-63.4 W61.8 +159 47 NOW -10].4 N OW406 +1001-104.3 N00/-701.1 a/-95.] H-90.3 +/-86.6 +/-80.8 H-77.4 +/-]4 a/-70.3 +/.e7.2 a/-fi3.9 +/-67.7 +/ -60.4 + -59 49 +1001-104.6 +1001-103.1 N001-101.5 +/-100 +/-96.3 +/-90.8 +/.85.2 +/-81.1 +/-77.5 +1-76 + 70.8 /- +/-67.6 +/-83 ++111 +/-58 51 N0W-7D2.1 +100/.100.6 +1-98.9 a/- 9].4 +/-96 a/-91.4 a/-85.8 a/-81.6 +1-78.2 +/-74.6 +/40.9 +/-67.3 +/-63.2 a-ol +/59.6 +/-59.4 a/-57.8 53 +/-89.8 +/-98.3 H-9fi.5 +/-94.9 +/-93.6 +/-02 +A86.6 +1-82 +/-78.6 H-78.3 N-71.6 +/-6].B +/.64 H67.4 'a m 55 a/.97.8 +/-96.2 a/-94.4 +/.928 +/-97.3 +/-90 +/-87.2 +/-82.4 +/-78.8 HJ5.8 +1.72.2 +1.68.6 +/-64.8 y 57 a/.95.9 +/-94.3 +/-92.4 +/-90.8 +f-89.3 +/-88 +/-86.8 +/-62.7 +/-79.2 +/-76 +/.72.8 a/.69.4 y 59 H-94.3 +/-92.6 +1-90.6 +/.88.9 +/-87.4 +/.86.1 41-84.9 N-823 +/-79.3 +/-76 +/-72.8 c 61 4/-92.8 H-91 +/-69 a/-87.3 H-65.7 +/-84.3 +A83.1 +/-81.4 +IJB.] +1-76 y 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +l-84.2 +/-82.7 +/-81.4 +/-80.3 +/-77.5 65 +/-90.3 +/-88.4 +/-86.3 a/-84.4 +/-92.7 +/-81.3 +/.79.9 +/.78.8 67 +/-59.3 +1-87.3 +/-85.1 +/-83.1 +/-81A +/-79.9 +/.78.5 69 H-98.3 +1-86.3 +/-84 +1-82 +/-80.2 +/-78.7 71 +/.87.5 +/.85.4 +1-83 +/.80.9 a/-84.6 +1-82.1 +140 +1-83.9 +/-81.4 +/-79.2 77 +l-85.8 +1-83.4 +/-80.7 79 +1-85 a/-82.4 +1-79.6 81 ar-82.8 +/-80.8 83 N-87.3 BS7/8 +l-79.4 c, r-rnom IXt IIP-I LLUH DIMENSION IN THE TASLETO OETERMINETHEWINDOWS(m. 2) FOR SITES NOT SHOWN. ROUNDUP TO THE NUTAVAILABLE SHORTCR LONG DIMENSION. 3) FORARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICHTHEOVERALL DIMENSIONS COMPLETELY FR WTRIIN. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONGSIDE .� I SHORT I 1 SIDE L SHORT I_ SIDE r� Imo- LONGSIDE SHORT SIDE j OLONG SIDE d E(TERIOR a GLASS TYPE 2 - 5/B' GLASS BITE NO CHANGES THIS SHEET. W V m y O > p v O Y n awo p = N 0 J O a Z y' LL' 2 ✓ UUo o� ❑ W 0 04 �xa c n > r Z mZm O _ 5 W W J o -i ti Q W m ® m N W wars 3 N m O W Z < Z gaz5 O � D. Z L= N umi O W X W ccm 5 LL ❑ 0 a111 'asaO za!ia5 -4--- - � �-. 9 TCRI F G. Window Design Pressure (+/_, psf) for Glass Type 3 Lang 51de, Tip TO Ti ini BS7/8 89 93 97 101 1 55 309 113 117 1211 125 129 133 1 137 1 141 145 31 N00I- .8 +1021-144.7 +1001-143.4 +10D/-142.2 +1001-141.2 +1001-140.2 +100/.139.4 NDO/-138.8 1 +100/-137.8 +10W-137.7 I +100%136.5 1 +1001-135.9 +1001-135.4 1 +10N-134.8 *10N-134.4 +100/-134 33 +100/-138.6 NOD/-137.5 +10W-138.2 +10W-135 NOW-733.9 +10W-133 NOW-132.1 +10W-131.3 a10W-730.5 +10W-129.8 +10W-129.2 +10W-128.6 +70W-128 +WW-127.5 +10W-127 +1001-1261 35 NOW-1324 +10W-131.2 +IDW-129.9 +10GLI28.7 +1001-127.6 +1001-126.6 +lDW-125.7 +10W-724.8 +tOW-124.1 +1001-123.4 +1001-122.7 1 N00/-122.1 NOD!-121.5 +1001-121 +10W-12D.5 +iDW-12D.1 37 +1001-126.9 +1001-125.7 +1001-124.3 +10W-123.1 +10B/-122 N0W-12D.8 +10W-120 NOW-119.1 +10W-118A +10W-117.6 +10W-017 +100/-176.4 +10W-115.B +102,L +10W-114.8 N00/-114.3 39 NOW-122.1 +100/-720.0 +tOW-119.4 +10W-116.1 a70W-717 +100l-115.8 N00/-115 NOW-114.1 +100/-113.3 NOW-112.6 a10W-117.9 +100%711.3 +10W410.7 NOW-110.1 NW/-108.8 +100/-107.8 41 +700/-117.8 +10W-116.5 +1001-115 +10W-113.7 +1001-112.5 N0W-111.4 +10W-110.5 +100/.109.6 +100/-108.8 +1001-107.7 +1001-105.5 +tOW-703.4 +10W-102 N001-100.6 a(. 89.4 +/-98.2 43 +1001-113.9 +100/-1128 NOW-171.1 +100%708.7 +100/-108.5 +70W-707.4 +1001-706.4 NDO/-705.5 +10W-003.5 +70W-700.8 H-98.7 H-96.8 a/-84.9 +/-93.2 H-91.6 +/-90.1 45 +101YA10.5 +lDW-109.1 +10W-107.5 +1001-108.1 +1OW-104.9 +10W-103.8 +10W-102.7 +10W-107.8 +/-99.2 +/-96.1 +/-93.6 +/-90.9 +/-13B.7 +/.86.5 al-83.2 47 +1001-107.4 00D/-106 NOW.104.3 +10W-102.9 +100/-101.6 +10W400.5 +/.99.4 +/-98.5 +/-88 +/-82.5 +/.89.1 a/-86.38.8 49 +1001-104.6 +1001-103.1 +10W-101.5 +/-100 +/-98.7 +/-97.5 +/.95.4 +/.95.5 H-94 +/-89.8 +/-86.2 +/.83 +/-80.8 +/-79 ^ 51 N0W-102.1 +1001-100.6 +/-98.8 +/.97.4 +/-96 a/.94.8 +1-93.7 +/_92.7 +/- 91.6 +/-88.7 +/-84 +/-81.6 +/-79.1 +/-78.7 +/-74.7 H-72.5 s 53 v0.8 N a/-98.3 H-96.5 +/-94.8 +/-93.8 +/-923 +/-97.2 +/-9D.2 H-89.2 +/-88.4 +/-83.8 +/- 80.6 +/.78.2 a/-75.6 /-96.2 +/-94.4 +1-92.8 +/-91.3 H-90 H-88.9 +/-87.8 +/-86.9 +1-88 +/-84.1 +/-80.8 +/-77.8 ai 57 +1_968 +l-94.3 +/-92.4 +/.90.6 H-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/.83 4/-81.2 + +/-92.6 +1-90.6 H-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83A +/-82.8 +/-81.8 +/-81 61 +1-92.8 a/-91 +!-B9 H-87.3 +/-85.7 +/-84.3 H-83.1 H-82 +/-80.9 71-80 h 63 +1-9t5 +1-89.6 +1-87.6 +1-85.8 a/-84.2 +/-82.7 +1.81.4 +/-80.3 +/-79.2 65 +/-90.3 +1-85.4 +/-86.3 +1-64.4 +1-82.7 1 +/-81.3 +/-79.9 +/-78.8 67 +/-89.3 +/-87.3 +/-85.1 +/.83.1 +1-87.4 +/-79.9 +1-78.5 69 +/-88.3 +/-BB.3 +/-84 a1-82 +/-60.2 +/48.7 71 +/-87.5 +/-85.4 +1-83 +/-80.9 +/-78.1 73 +/-86.8 +/-84.6 +/-82.1 +1_80 +/-78.1 75 +1-86.3 +/-83.9 +1-81.4 +1-79.2 77 +/-85.8 79 +/-85.4 81 H-85.1 +/-82.5 1) Tip ._ .. -...._.._._..__.._.._�.,...��r,...a i��iir-wurmmwmun iry me seem 10 um LHrv1WE 21 FOR SIZESNOT SHOWN, ROUNDUP TOTHE LONGDIMENSION. 37 FOR ARCHITECTURAL WIN00W5, FIND THE SMALLEST WINDOW SIZE IN IN THE TABLEA6OVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITMAX TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE (Y LONGSIDE d 1 SHOW �� Y 1 SIDE L SHORT SIDE f� LONG SIDE -- �i SHORT SIDE L TEMPEREDGLASS 11 518' GV55 BgE y LONG ;TIRI.l 510E C] 20 13 GLASS TYPE SHORT I_ SIOE I-� TABLE S. Window Design Pressure (+/-, psf) for Glass Type 4 Lonq Side, Ti to TiD fin) 68.7/8 73 77 81 85 89 93 97 98-1/2 31 +/-78.9 +/-75.1 +/-722 +/-69.8 +/-67.6 +/-65.6 +1.63.9 +/.623 +/-61.8 33 +/-75.4 +/-71.6 +1-68 +/-64.8 +/-61.9 +/-59.3 +/-57.2 +/-55.5 +/-55 35 +/-72.3 +/-69.9 +/-65.5 +/-61.5 +/-57.6 +/-55 +1-53 +/-51.3 +/-50.6 37 +/.69.7 +/.68.3 +/.64.4 +/-59.5 +/-55.5 +1-52.8 +/.50.3 +/-47.9 +/47.2 39 +1-67.4 +/-65.9 +/-63.8 +A58.9 +/-54.8 +/-51.8 +1-48.5 +/46.1 +/45.5 41 +/-65.3 +/-63.8 +/-62.5 +/-58.7 +/-54.6 +1-51.3 +/48.1 +/45.4 +/44.6 ' 43 +1-63.5 ♦/-62 +/-60.6 +/-58.6 +/-54.6 +/-51.3 +1.47.8 +/45.3 +1-44.5 45 +/-62 +1-60.3 +/.59 +/-57.8 +/-54.6 +/-51.4 +/-48.1 +/45.3 +/.44.5 a 47 +/-60.6 +/-58.9 +/-57.5 +/-56.2 +/.54.6 +1-51.5 +/48.2 +/45.5 +/44.6 F 49 +/-59.4 +/-57.6 +/-56.1 +/-54.9 1 +/-53.8 +1-51.4 +/-48.2 51 +/-58.4 +/-56.5 +/.54.9 +/-53.6 +/-52.5 +/-51.4 +/48.2 Wo 53 +/-57.5 +/-55.5 +/.53.9 +/-52.5 +1-51.3 +/-50.3 55 +/-56.7 +/-54.6 +/-529 +1-51.5 +/-50.3 rn 57 41-56 +/.53.9 +/-521 +1-50.6 59 +/-55.5 +1-53.2 +/-51.4 61 +/-55 +/-52.7 +/-50.8 63 +/-54.7 +/-522 65 +/-54.5 67 /-54.3 68-7/8 +/.53.2 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT VMCM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE VANDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NUT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NMICH THE OVERALL DIMENSIONS OOMPLETELYFITWRHIN. F� LONG SIDE SHORT �J SIDLE LONG SIDE SHORT 1 SIDE ��- LONG SIDE SHORT SIDE L 1311W NOM. GLASS STACK 3/IVANNEALED GLASS 7116"AIR SPA( GLASS TYPE 4 &a. GLASS BITE GLASS JR - DWIS/18-ADDED GIASS ., TYPE &TABLE. * No.58705 AOT'. SATE' �.: TABLE6 Window Design Pressure (+!-, psf) for Glass Type 5 & 6 Lone Side, To M Tip in 85-7/8 89 93 87 101 105 109 1 113 1 117 121 125 129 133 737 141 145 31 +100/-145.8 +100/-144.7 +100/-143.4 +100/-142.2 +1001-141.2 1 +1001-140.2 +1DDIA39.4 +100/-138.6 +100/-137.8 +100/-137.1 +100%136.5 +100/-135.9 +1001-135A +1001-134.9 +1001-134.4 +1001-134 33 +1001.138.6 +1001-137.5 +1001-135.2 +1001-135 +1001-133.9 +1001-133 +1001-132.1 +100/-131.3 +1001-130.5 a100/-129.8 a160/-129.2 +100/-128.6 +1001-128 +10W-127.5 +700/-127 +100l-128.8 rRoon IUEVISEo 35 +1D0/-132.4 +1001-131.2 +1001-129.9 +100/-128.7 +100/-127.6 +100/-126.6 +100/-125.7 +100/-124.8 +1001-124.1 +100/.123.4 +10N-122.7 +100%122.1 +100%121.5 +10N- 121 +100%120.5 +100%120.1 "` Bmaa¢me 37 +1001-126.9 +1001-125.7 +10W-124.3 +1001-123.1 +1001-122 +100/-120.9 +1001- 120 +10N-1El-� /-118.4 +100/-117.8 +100/-117 NOW116.4 +100/-115.8 +100%115.3 +100/-114.8 +1D0/-114.3 39 +100/-122.1 +100N20.8 +100/-119.4 +100/-118.1 +1001-117 +100/-115.9 +100/-115 +100%1-113.3 +IDO/-112.6 +1OW-111.9 +100/-111.3 +100/-110.7 +100/-110.1 +100/-109.6 +10GA109.1 41 +10W-117,8 +100/-118.5 t100/-115 +100/-113.7 +100/-112.5 +100/-111.4 a100/•110.5 +100/-1-108.8 +100/-106 +1001-107.3 +100/-106.7 +1001-106.1 +100/-105.5 +1001-105 +100/-104543 +100/-113.9 +100/-112.6 +1001-111.1 +100/-109.7 +100/-108.5 +100/-107A +1001-106.4 +1001-1/-104.7 +100/-103.8 +100/-103.2 +1001-102.5 +100/-101.9 +100/-1D1.4 +1001-100.8 100/-100.3 45 +100/-110.5 +100/-109,1 +100/1075 +100/-106.1 +10W-1D4.9 +100/-103.8 +1DO/-102.7 +100/-11-101 +100/1W.2 a/-99.5 +/-98.6 +/-98.2 +/-97.6 +/-97.1 +/-96.6 JR-O-W718 47 +1001-107.4 +100/-106 +100/-104.3 +lW-1D2.9 +1001-101.6 +100/-100.5 +/-99.4 +/-9897.6 +/-96.8 +/-96.1 +/-95.4 +/.94,8 +/-94.2 +/-93.849 +1001-104A +1001-103.1 +100/-101.5 +/-100 t/-98.7 +/-97.5 +/-98.4 +/-9594.6 +/-93.8 +/-93 +/-92.3 +/-91.7 a1-91.1 0,5 _ 51 +1001-102.1 +100/-103.8 +/.988 +/-9Z4 +/-g6 +/-94.8 +1-93.7 +/_92 91.8 +/.90.9 a/-90.2 +1-89.5 1 +1-88.8 +1.58.2 1 +/-87.7 1 a/_87.1 F 53 +/-99.8 +/.98,3 +1-16.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +/_89.2 +/.88.4 +/-87.6 +/-86.9 +/-86.2 +/-85.6 0 55 +1-97.8 a/-96.2 a/_92,8 +/-91.3 +/-90 +/.88.9 +/-87.8 +/-86.9 +/-86 +/-85.2 +/.84.5 1 +/-83.8 u F 57 +/-95.9 +l-94.3 +/-92,4 +/-90.8 +/-89.3 +/-88 +/-88.8 +/-85.7 +/. 84.7 +/-83.9 +1-83 +/-82.3 1ly ai 59 +/-94,3 +l-92.8 +/-90.8 +/.e8,9 +/.87.4 a/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 j 4 p S 81 +/-92.8:+/-87.3 +/-89 +/-87.3 +/_85.7 H-84.3 +1-83.1 +/-82 +/-80.9 K p S� 0 63 +/-91.5 8 a/.87.6 +/-85.6 a/-84.2 +/-82.7 +1-81.4 +/-80.3 +/-79.2 N N� W y 85 +/-90.3 4 +/-66.3 +/-84.4 +/-827 +/-81.3 +/-79.9 +/-78.8 V' N % 0 of a N 67 +/_89.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 n m '� S W 69 a/.88.3 3 +/-84 +/.B2 +/-80.2 +/-78.7 0 LL o F z71 °•ono +/.87.5 4 +/.83 +/-B0.8 +/-79,1 iILL! 7 o W [] 73 +/-86.8 +/.84.8 +/-62.1 +/-80 +/-78.1 V z y F Z Q r� a ox 75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 w .-. 12 L9 +Ma 77 +1-85.8 +/-83A +/.80.7 c > v 15 z e1 79 1 +/-85.4 a1-82.9 a/-80.1 81 +1-85.1 +/-62.5 I 1 0 83 BS-7/8 +/-84.9 z p SHOWN. FOR NAL FIN EQUAL LEG WINDOWS, YFROM THE PP-TO-TIPDIMENSION IN THETABLE TO DETERMINE THE WINDOW SIZE. # FORW SNOT SHOWN, UP EXT AVND AILABLE DIMEHIRACT 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. 3 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLESTWINOOWSIZE IN THE TASLEABOVE WHICH THEOVERALLDIMENSIONS COMPLETELY FRWn`HIN. 0 N Z t29 USED AT CURVED j Z d5 FRAME MEMBERS ONLY ss 0- @I1-71W O.C. MAX. 1 J11fi'NOM. 1-1116"NOM. GLASS STACK GLASS STACK --j-'I w O S LJ X Z 1= W 0 IN cb LL $ 3/16'TEMPEREO GLASS y16. 1/4"TEMPERED GLASS 4' +uq 'ra6 sava5 I1111111 ]/16'AIR SPACE TEMPERED 9/16'AIR GPACE TEMPERED LE ���"""GLASS S MAY 11 11 G� ORIENTED NTED VERTICALLY OR } `` 1 LYNAf �JG 7 5 I HORIZONTALLYASSHONM. I.- NSg�((�!� •.F`,P LONG LONG 51B" ys- SIDE GLASS _**_ SIDE SITE GLASSBITE �~ LONG SIpE d T� LONG SIDE 1.3 S' -_ 1 EXTERIOR I{ 0 EXTERIOR SHORT SHORT ATOEIOF((/�- ' T ' ` �i�(CSS SIDE 1 75-78 21 13 a 7SI8 21 13 F<OR111?.•�G�� L -4 SHORT I s8oar GLASS TYPE 5 GLASS TYPE 6 SIDE SIDE 11111111\ 0. LYNN MIL{Eq, P.E PE»SB]05 2XW000BUCKSTRIP 1 OR FRAMING, SEE III NOTE 2. THIS SHEET INSTALLATION TYPE A WINDOW TYP. ANCHOR TYPE, EMBEOMENTANDEDGE EDGE DISTANCE PER SUBSTRATE, INSTALLATION DISTANCE SEE TABLE 7, THIS SHEET TYPE EMBEDMENT MAX � EMBEOMEM T SHI SHIM II EDGE 6 DISTANCE MAX SHIM 1 S 12 USEDFORALL SIDES OF 8 ARCHITECTURAL BUCK EXTERIOR HEIGHT a I VISIBLE LIGHT HEIGHT= mom BUCK HEIGHT- 2-Y4' 'ES G MAX. -0/B' MAX. CONCRE11VCM LL PERANCHOR REQUIREMENT INSTALLATION METHOD D M4' MAX. SHIM 9 w EXTERIOR STEEL SELF -DRILLING MS(GS), SEE TABLE 7• THIS SHEET MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, BTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 7,THISSHEEr INSTALLATION TYPE B SEE TYP.ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. — SEE TABLE 7. THIS SHEET EXTERIOR WINDOWBULKWIDTH-I3/4'--v tl WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A JE �E DISTANCE PER ANCHOR REQUIREMENT Arcbe Substrate Min. Edge Disraze Mn. Ennbetlm+rt Mmt O.C. s au M2 a 014410 SS Seen soudem Pine SG=0. 9ITY 18w 1T AI"ntn 6034T8 mrt YB' 0.063'• 1T A36 Sleet YW 0063" 1T SYeeISNtl tr, 33 n4n. Y8• 0045 18 Ga T M12e814Steel Screw(G5) Sn114CNI Pine S". 9116- 1- 12 Alumnum 6063-75 inn. NY 0.083'• 1 A36 Steel "1 0. 12' Steel SMd tr, YB' 0 D4 18 GA IT 1 4410 SS CreteFl n rou@tl CMU ASiM C- 2-12° 4' Concrete min. 3.35 ksi 1° 1-314" IT 1/4° Steel LI11raLDn Conerek Inn. 2.85 kN 1' 1-Y4• 12• Concrete m 2.ES ksi 2-12° I-WB I 12" Un routed CMU AS 2-12' 1-1/4' 1 120 &76'S@el lllUamn Concrete lRin. 3.5 ksi 1 1-Y4' 12' tr etl CMU ASTM C-90 2-12' 1-Y4' 12° I-1/4' MAX SHIM - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1 'UNGROUTED CMU- VALUES MY BE USED FOR GROUTED CMU APPLICATIONS. Tr ALL HEAD TYPES APPLICABLE 1 SEE NOTE] THKSTSHEET 1NUSE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND T— EDGEDISTANCELIMRS. ! CONCRETE PER EMBEDMENT 2.WOOD BUCKS DEPICTED ONTHISSHEETAS'IX' AREBUCKSWHOSETOTAL ♦ ANCHOR REQUIREMENT THICKNESS IS LESS THAN I42. IX WOOD BUCKS ARE OPTIONAL IF UNITCAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS • '2X"ARE 1-1Q-THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • ' WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE TYPE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 7. THIS SHEET 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL Be OF VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA"PLIES TO WHOLE SYSTEM. Meterlal Min, Fr Min. & sleet Screw 921¢ 120 ksi ZO Screw 8D W 110 ksi Ele. Ut.CcrO 155ks1 1 177 ks1 410 SS Ebo CreteFleKa 127.4 ksi 189.7 ksi 6063-TS AMmnure 16 ksi 4ksi A35 steel 38 ksi 58 ksi Gr. 33 Seel sNtl 33 ksi 1 45 ksi NO CHANGES THIS SHEET. W ? Y O > a 3 •�a p o O o N Z W ri Z In 1W IUD M' W ❑ V m J ar/ >y Ea Z I— g o ZO r ® $ N Z f g w>vs Z O a Z Iws Z w ❑ Z b LL LL D_ all'1 vvap sans * i No.58705 0, ST F 4"� XC F<ORIO?. \Iul �� AL1?G.. A LYNN MILLER. PE. 2X WOOD BUCKSTRIP ORFRAMING. SEE - NOTE 2, THIS SHEET INSTALLATION TYPE E EDGE EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET EMBEDMENT = EDGE INSTALLATION TYPE G �f— EMBEDMENT 1SHIM /1�//44-MAX ./ II 1 al II 6 12 USED FOR ALL SIDESOF B ARCHITECTURAL EXTERIOR SHAPES ®11-71 29 O.C. MAX. CONCRETEICMU PER ANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT TYPE H 1/4" MAX. VISIBLE SHIM LIGHT HEIGHT= g WINDOW BUCK EXTERIOR HEIGHT. C 2!Y] STEEL SELF-0RII SMS (G5). SEE TA 9, THIS SHEET MNM4DAOE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B.THIS SHEET 21 6 7 �1/4•MAXSHIM IX WOOD SEE NOTE 2, TYP.ANCHORTYPEEMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLES, THIS SHEET OR \ 4 11 I VISIBLE LIGHT WIDTH= WINDOWBUCKMOTH-2-.- WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TABLE B' INSTALLATION TYPE F EMBEOMEM EDGE DISTANCE CONCRETEICMU PERANCHOR REQUIREMENT Anchor SUEslraw D'sfa Mn. ErRUmaLL MaK O.C. #12m#14410 SS Screw Southern Pire 3G=0.5 9/16" 1-318" IT AlPinnual B0 T5 mn. 318' OA68" 12' A36 Smel ME 0.063' ° IT steel %A Gr 33 mn. 318' 0.095" 18 Ga ' 12' #12 or #14 Sted Screw(C'b) Southem Pine SG-0.55 8/16" 1-TB" 22" AJU,W.m 6D 3 T!5 WA ASS Steel 318' w 0.067. 0.063•- 12' 12' SIvel S Cv. 33 nin. WB• 0.015" fla Ge' 12" 1/4' 410 SS CT Fkz gNmued CMU. (ASTM C- 71/2" 1-1/4' 12" Concrete Trio, 3.35 ksi 1" 1-3/4' 12' 1/d'SNreI UNacan Concrete trio. 285 ks 1" 7-94' 12' Concrete rein. 2B5 ksi 2-i/T' 1Z 72" rotlkd CMU ASTM - 2-1/T' 1-1/b' 17 5116' Steel UBraron Conereie ain. 3.5 ks 1-1/4' 1-314' 12' Grclrted CMU ASTM C-W 2-12" t-3/4- 12' TEDCMU'VALUES MAY BE USED FOR GROUTEDCMU APPMLATONS. ALL HEAD ALL HEAD TYPES APPLICABLE. 1X WOOD BUCKSTRIP, INSTALLATION NOTES: SEE NOTE 2, THIG SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS ' EMBEDMENT a CONCRETE PER ANCHOR 2. WOOD SUCKS DEPICTED ON THIS SHEETAS'IX', ARE BUCKS WHOSE REQUIREMENT TOTAL THICKNESS IS LESS THAN I-02". IXWOODBUCKSAREOPTIONALIF • UN IT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • - DEPICTED AS TX' ME 141 THICK OR GREATER. INSTALLATION TO THE INSTALLATION EDGE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS TYPE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT APPROVED BY AUTHORITY HAVING JURISDICTION, AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE B. THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OFA VERTICAL SECTION D-D SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ' 4. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. Materlal MID. F, Min. F„ Sf l Screw 92 ksl 120 ksi 410 ScreN Sow 110 ksi Elco UUraCol1® 1551ai ITT kM 410 SS Ek:D CreteFL-A 127.4 ksi 189.7 MI 6063-T5 Alulrunum 16 ksl 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi NO CHANGES THIS SHEET. W 7 Y ❑ > ❑ E e O Q N O o Z B u ,O LUf o LWj d oy- ❑ �ZQ Fi2 U ❑ U' oN 'IMO W > n Z m o Z O F g O O � Q 0 laay5 ® S Z Q p Z Z Q Z W a oa- 0' O ;� J K ❑ Q D X O e0 eVUJI S LL W 0 an9 za0 z w5 P11Al LYNAI \I�_ Q' P * No. 58705 Qfz ;0,�•.. 0 F 44U NALLEN�`�� A LYNN MILLER, P.E P.E 0 58705 TYP.ANCHORTYPE. EMBEOMENTANDEDGE +I EMBEDMENT DISTANCEPERSUBSTrtATE, I SEE TABLE 9. THIS SHEET INSTALLATION TYPEI EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT 2JI INSTALLATION TYPE M WOOD BUCKSMIP EDGE EDGE DISTANCE DISTANCE SIOESOF ARCHITECTURAL IIL SHAPES 11-]IB' O.C. hVU(. INSTALLATION TYPE L EXTERIOR a g Ii II 9,THISSHO MUW4DADE APPROVED MU W ON (SEE SEPENATE NOAL ALUMINUM, STEEL MAKING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 2 WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET �1r4'MN(SHIM INSTALLATION INSTALLATION I` TYPEJ TYPE 1/4 MAX SHIM EDGE DISTANCE 1 3XWOODSUCKSTRIP 2x WOOD BUCKSTRIP O OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMEHTAND EDGE DISTANCE PER SUBSTRATE, B SEE TABLE 9, THISSHEET 3 EMBEDMENT it *EXTERIOR I n VI IGHTWIDI `—(I IIC WIJI ID NDOWWI BUCKDTH.2Y1 INDOW11 WINDOW BUCK WIDTHDTH SHIM HORIZONTAL SECTION E-E TAaI c a Anchor Substrate Min. Edge Distance Max O.C. Swim 2-VT x.113' Box Nail Southern Pine SG=0.55 5116" 5" 2-1/2"x.131" ConTmn Nail Southern Pine SG=0.55 3/6" 5" 2- /2" X.145" RGofina Nall Southern Pine SG=0.55 31W S" k10 x 1'Steel Screw' Southern Pine SG--0.55 1/2" 5" 0.093"Alumna 6D63-TS Mr. 5116' S" 1/16"A36 Steel 5116" 5" 0,046" fIS Go Steel Stud, Gr. 33 5/16" 5" 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALIATION NOTES: 0 EDGEDISTANCE 1. USE SHEET. FOLLOW LISTEDCEONTHISLIMITS EMBEDMENT EMBEDMEM AND EDGE DISTANCE LIMITS. TYP.ANCHORTYPE,EMBEDMENT 2.FORATTACHMENTTOMETALTHESTRUCMMLMEMBM EMBEOMEM ANDEDGEDISTANCEPER SHALLBEOFASIZETOPROVIOENUSUPPORTTOTHE SUBSTRATE, SEE TABLE 9, THIS SHEET WNDOWMAME. Material Min. F, Min. F. 3, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER Steel Screw 92 ke1 120 ksi VERTICAL SECTION F-F WINDOW ORMUWONNOAAPPLES TOMOLE SYSTEM. 6063-T5Alunlinum 16ksI 22ks1 A36 Steel 36 ksi 56 ksi Gr. 33 Steel Stud 33 ksi 45 ksi NO CHANGES THIS SHEET. W 0 m 1 ❑ > Li N o Y. a�Po O O W i¢ D n J O Z LL c, Z FB ❑ = W oa U U_d a. W f Z V r2 6 _❑ J 'ON JM.O W .-. 1` > O C) Z �Zm o O 3 0 Z aaa5 F Zo W r $ 0 ❑ J z Q O Z � J H alu+5 O ❑ X Z Z oQ LL LL LL all'I 'acap cau3 EDGE DISTANCE - 2% WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2-Y4" INSTALLATION TYPE N TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRAT SEE TABLE], THIS SHEET {EMBED ENT --EI/4-MAX SHIM INSTALLATION TYPE M EMBEDMENT I14-MAX SHIM nn SHIM 2%WOOD BUCKSTRIP ES OF CHRECTt R% kPES ®114/B' EDGE DISTANCE .MAX. INSTALLATION TYPE O EXTERIOR lie ar MAX. SHIM BLLIN DRIG SMS MS ).(GSS SEE TABLE (ML 10, THIS SHEET MAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10WIS SHEET TYP.ANCHORTYPE. EMBEDMENTANDEDGE INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET v NOWBSIBLE LKWIDTH H= WINDOW BUCK WIDTH • ��II WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TARI F ID EMBEDMENT U "• EDGE DISTANCE CONCRETEICMU� PERANCHOR REQUIREMENT EXTERIOR V - Anchor SaOSITBte Min. Edge OWiF Mn. EDOedlrent Ma, S ci 012w0144l0SSSc. SMhem Pile SGO. 911E 1-3/8' ' i AUnin 6%3-T5 min. No, 0.083'• 4.ff AM SIeel 31B' 0.053•• 4.9' St ISWC tr, 33 Din. 316' 0.04E 18 GS ' 4.E #124rk14SkelScrew(GS) Sd nn Ping SGO. 9I1E 1-W 4.9- Ahninu 6063-T5In., A36 SkM 3/8' 18' 0.083"• OA6E • 4.ff 4.9- BteelSWdtr.33Din. 31E 0.045'18 GB' 4.W 114-41OSSCrekFim UI Ned CMU ASTM G90 2-1/2' 1-1/4" 9 Concrete mN. 3.35 ksi) 1• 1-3/4" 9 1/4"Steel Lvtrawn Concrete Inn. 205W 1 13h4• 9 Concrete Mn. 2,86 K51 1-98" 9 muted CMU ASTM G80 2-112" 1-114" 9 8•tE $ted lMacon Crcrcrete Trio. 3.5 ksi 1-1/4' tro CMU 2-1? 1-314' 9 �1/4-MAX SHIM IX WO OD BUCKSTRIP, 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, ALL HEAD TYPES APPUCABLE. INSTALLATION NOTES: • 1 .. 1. USE ONLY ANCHORS LISTED ON TH IS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, 2. MOD BUCKS DEPICTED ON THIS SHEET AS -IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LEM THAN 1-1W. IX CONCRE11i CMU WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOOSUCKSDEPICTEO PERANCHOR I EDGE AS'2C'ARE I-In'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY REQUIREMENT I DISTANCE OTHERSORASAPPROVEOBYAU DRRYHAVINGJURISUICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE VERTICAL SECTION H-H WNDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYSTEM. Mameial Mn. Fa Mn. F„ SNel Screw 92w 120W 410 Screw BID ksi 110 ks El. UPBCOT,O low 1TTkv 4ID SS Elco Orel.F & 127.4W 189.7w 6063-TS Aluminum 16 NI, 22 ks1 AM Seel 36w saw Gr. 33 SteN SWd --: 45 bi JR- 03/18118 -ADJUSTED MA%. n O.C. IN TABLE IO. W n Y 0 > 3 Na Y `a O awn O LINE o� N ro W OJ pO Z LL rp w z Z J RB u�oi0 U U_d ox C, � W Z < IS LD area W C, Z ozm 0 O 5 LL O o ® m h T-1Z a � 3 O 3a,3 F Z <' zG ¢ O S QO w 0 Z O [L Z e° C LL LL D mn 'as.n :nos i UICENSF''. Q: P 8E Item a POT Part DOSUIPtion Material 1 4253C Flanged Frame Alum, 6663-75 2 4285 Equel4eg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4258 3/16'8 1/4' Glass Beading Alum. 6063-T5 5 4256 1-16'I.G. Glass Beading Alum. 6063-TS 6a 4270 Ilretallation Fastener Cover Alum. 6D83-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 7 4263 13/16' I.G. Glass Beading Alum. 6061T5 8 4280 3/16' & 114" Glass Seedling for Cun@9 Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90' comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstdp Flex PVC, Duro. 65+/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 955 or GE 7700 Backbedding Silicone 20 71652K 6eriing Block, Mono. 3/16' x 711V x 4• Neoprene, Duro, 85+/_1 21 71704AK Setting Block, I.G. 3116" x 13/3Z' x 4" Neoprene, Cum. 85+/-1 29 76X114FP a6 x 1-1/4' FH SMS (Curved Beading) Stainless Steel 30 781PQX as x V Quad PH EMS (Assembly) Stainless Steel 75 Kommerling Kodispace 4SG TPS Sea this Sheet for Materiels 76 Quanex Super Spacer n%r 77 Quanex Dumseal Spacer 78 Cardinal XL Edge Spacer .094�2.794i=�—+{ D94 2.TB4��—�I 2.T84" —mot I I wa•--.-JL� .W4- r .OfiT' 1.]T5'1 074' r .Ofi2' 1.3r6'� .W4' 1.000•L u .4-(3B Soo..43V 500' 438' I I -iF .Dsrm� r—IF— .Os6• Lt .6m•aI i OFLANGEFRAME 07T' O2 EQUAL -LEG FRAME OFIN FRAME --j 1.236' �— 1 --.-I I� .346' 103TI 622• � L��1 i0.6� 1 IIIIV fII���'�IyII01� ..46• 85.e75n .B7S C.875• =1 MY Laso•I—4-- 05V ~.050' 05DT GLASS &ADNG OAGRASS OC,,SSB�OBRIBEADING FASTENER COVER BEADING CURVES CURVES SILICONE HOT4AELT STRUCTURALfW BINVL POLYISO- 1/4•NOM, 3116' BUTYLENE WITH STRUCTURAL DESICCANT SILICONE FOAM W H EXT. GLASS DESICCANT EXT. GLASS 11 +GLASS INT.G KODISPACE OSUPERSPACER' TS 4SGTPS 66 MTTN ALUMINUM PoLYISOBUTYLENE DESICCANTFILL REWFORCEMENT SEAL SfIVNOM. NO L SILICONE BUTYL& 5/i6•NOM. seA CESICCA ROLL -FORMED FOAM STAINLESSSTEEL EXT,GLAS$ EXT.OLASS LASS INT. GLASS INT. GLASS ODuRASEAL• OXL EDGE^' SPACER 7& SPACER ASSEMBLY DETAILS FOR ASSEMBLV DETAILS FLANGE & EQUAL -LEG FRAMES FOR FIN FRAMES ANGLEDICURVED W3LY ANGLEDICURVED FRAME ASSEMBLY 90-CORNER FRAMEASSEMBLV 9D'CORNER I I FRAMEASSEMBLY 10ALLCORNERSTO I kR��E ALLCORNERSTO USE GASKET IUSESANDIOR SEALANT I / ANDIOR FRAMEEXTERIOR EXTEEQUAL-lEG I / NGEFRAMERIOR EOUALIEG FRAME MTERIOR EXTERIOR ITRWELDSAIUE(SA �` AND EXTRIOR Fl AND EXTERIOR FRAME 30 FLANGE FRAME SCR(SHOWN)BOSSES SERKEYSAT SCREW BOSSES. SEALANrATP1L CORNERS CORNER KEYS SA � � 30 SCREW SCREW BOSSES. SEALANT AT ALL CORNERS T c e" NO CHANGES THIS SHEET. W _ % Oro K Jro u2 m v Y 10> O O O n W O J o Z LL N ^ ri Z Ul W u.oq p S W E¢ W 0 L9 (7 N ro O W Z 5 a g ¢ LL O 1 aS u ® m n re Z y Z O to O Z < Z +loos U x o U X O ro LL m a al" '3^., sa,a5 v``Lv Y LYN LICENSE �.: Na. 58705 A LYNN MILLER, PE. P E 5870 Florida Building Code Online Page 1 of 2 a FA BCIS Home I Lop In j User Replstradon i Hot Toplts I submit Surcharge I Status Facts Publlcanons ( Contact Us BCIS Sao Map I Unks I Search a '��, ° Product Approval dbpC U6ER: PUDIic User Product APoroval Menu > Product or Aaollral 0n Search > ApplimUonDe6ff ------ FL F FL261-RII Application Type Revision Code Version 2017 Application Status Approved Approvals by DBPR shall he reviewed and ratified by the POC m If necessary. Comments Archived Product Manufacturer PGf Industries Address/Phone/Emall 1070 Technology Drive North Venice, FL 34275 (941)486-0100 IB dmark®pgtind .com Authorized Signature Jens Rosowskl jrosowski®pgdrdus W es.mm Technical Representative Jens Rosowskl Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 0M 21140 JrosowskikapgUndustrles.com Quality Assurance Representative Address/Phone/Email Category Subcategory llions (!Cerdfic.no.- Compliance Method ark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Dale Pending FBC Approval Date Approved Standard TAS 201, 202, 203 year 1994 REVIEWED FOR CODE COfIav'IPLIANCE ST. LUCIE COUNTY Method I Option BOCC 11/15/2017 12/05/2017 12/09/2017 http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 9/23/2019 Florida Building Code Online Page 2 of 2 Summary of Prod FL * Made[, Number or Name Description 261.1 MUlllons for All D0018 antl Wintlow Aluminum Mullions Limits of Use Certification Agency Certificate Approved for use in VHZ: yes FL261 f Approved for use outs HVHZ: yes a ity ssurance Contract - atlon Data Impact Resistant: yes 05/26/2021 Design Pressure: N/A Ins[a1laHon Instruc[m Other: Please see Miami -Dade County Notice pf Acceptance IN A) for 1 RS 63001. product performance Information, and mullion clip anchorage de ils. Verified By: Miami -Dade O - CER Created by Intlepen Third Party: va luatio Created by Independent Third parry: o tact U5 :: 2601 mall Stare Road Ta Whose¢ IT 32399 Pbane: 850-GBpg824 The State of Florlda is an WEED employer, Cowrloht 2007-2013 State of Fl.ml :: Pnvacv Slatement :: Accessel, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail scams released in response to a public -records request, do not send electronic mail m this entity. instead, contact the office by phone or by traditional mail. If W. have any questions, please contact 850.487.1395. *Pursuant m Section 455.375(1), Florida Sramtes, effectNe October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ¢mails provided may be used for official communication with fie licensee. However email addresses are public recant. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To didemone if you are a licensee under Chapter 455, F.s., please click hem . Product Approval Accepts: Hd SecurityMetdcs Credit Card Soh http://www.floridabuilding. orglprlpr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 9/23/2019 SCANNED BY St. Lucie COilnt, OMLADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (796) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eovleconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product�decd to meet the requirements of the applicable building code. This product is approv dherein, and has been designed to comply with the Florida Building Code, including the 'gh cane Zone. - DESCRIPTION: S 'es "SH7600A" uminum Single Hung Window—N.I. APPROVAL DOC NT: Drawin No. 7600NOA-1, titled "Aluminum Single Hung Install (NI)", sheets 1 through 12 of 12, aateA 04/ 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 app oval the Miami -Dade County Product Control Section. MISSILE IMPACT RAT G. None LABELING: Each unit shall b a pe anent label with the manufacturer's name or logo, city, state, model/series, and following statement: iami-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 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMMAMDE COUNY NOA No. 18-0430.07 ...., , Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1, titled "Aluminum Single Hung Install (NI), sheets 1 through 12 of 12, dated 04/01/18, 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air hifiltration 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, 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). Manue /J erez, P.E. Product ContrWYAarniner NOA No. 18-0430.07 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 6t" Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 ea - Manuel Pee P.E. Product Control x mer NOA No. 18-0430.07 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7600A NON -IMPACT RESISTANT SINGLE HUNG WINDOW I) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ME REQUIRED MEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MVUAI-DADE COUNTY, USE ONLY MLAM40ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KEI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN I442' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX AI WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. MOD BUCKS EETS8 DEPICTED AS MARE 1-1?THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO ME STRUCTURE. WOOD EQU BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ME ENGINEER, (EOR) OR SP/ ARCHITECT OF RECORD,(AOR). ANCHORS 5) ANCHOR EMBEDMENT TO BASE MATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGtr HING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4-MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS AN NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOAD$. T T) CESIGN PRESSURES: a1/° A NEGATNE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER AM (VmAX. E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER AM El MO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ABC. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOMS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.VJ%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 ME 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 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 1&7835.1 & 18-7035.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSVAF&PA KIDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A.'-ALLQWABLE SASH CONFIGURATIONS AND SHAPES WIDTH ---( WIDTH NOW I-x w—— xi 1 RP RECTANGULAR EW WITH CUSTOM SASH ALL SHAPES WITH SASH CONFIGURATIONS AREAPPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWINGSHEETS. DESIGN PRESSURE RATING IMPACTRATING VARIES PER GLASS TYPE, SEE SHEETS 2.5 NOT RATED FOR IMPACT RESISTANCE I AId' 0C G.C. 2'MAX. IT .BUCK) B D. SEE 6HEET 10g6FErHEET101MAX. Sb1l&°MAX. BULK WIDTH �4-11T16-MAIL I�- F!T/ B3•S1/18'MA%.O. TOBULKTIP HEIGHT135116' 1HEIGHT OCMAK c fi ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN FRAME 5HOWN WITH SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION TABLE Io ALLGWMI F nl ASS TYPFR Glass Type Description (Listed from Exterior to Interior) DP Table q 1 1/B"Annealed 2 2 13116" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3 3 3T16"Annealed 3 4 13116" IG: 3116" Annealed Cap Airspace, 3/16" Annealed 4 5 if8" Tempered 5 13fi6" IG 1/8" Tempered Cap, Airspace, 118" Tempered 5 7 16" Tempered 5 73/16" IG; 3/16" Tempered Cap, Airspace, 3/16" Tempered 5 USER INSTRUCTIONS GENERAL NOTES.....--.......... .......... ........ .... .... 1 ELEVATIONS..... ........_... ................._........_.......... 1 DESIGN PRESSURES l GLAZING DETAILS........ 2-5 ANCHOR QUANTITIES .............. ........_.................. 62 INSTALLATION, FLANGE ..... ..... ........... ................. a INSTALLATION. EQUAL LEG..._ ....................... 9 INSTALLATION. INTEGRAL FIN.................... _..... 10 EXTRUSION PROFILES....- .....:....... ............... ..... .. 11 ASSEMBLY & PARTS LIST ......................._.. ........ 12 CODES T STANDARDS USED. •2017 FLORIDA BUILDING CODE (FBC). 6M EDITION •ASTM E130049 •ANSI/AP&PA NDS4015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADW2015 •AISI 510-112 •Alsc 360-10 1) DETERMINETHE SITE SPECIFIC.WNDOWOPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.5. IT MUST EQUAL OR EKCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1, 4) DETERMINE WE ANCHOR QUANTITY FROM TABLES 6 & 7. 5) INSTALLAS PER SHEET B FOR FLANGE INSTALLATON, SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET 10 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES ( FLANGE. INTEGRAL FIN OR EQUAL LEGIBOX ro Y UJI w �O ❑ go y ' N rl•p 0 Q O m — iq y Z O Q-I Z U. b 5' i i O Of oa Z A "o�e n W Z a �x< j O Oren o S y Z LD Z 2 F- W W V O q ® m J 0 O W Z O I+-yi a y Z O Z J Q K O O w W mZ O J W x u a Q •u�r >z,c :nos i e,. P TABLET aenam san Si GM1Un pPogz Sazn wkp RUVM(n) Design Pressure(11SW) for Glass TM DOIOR unfit ]e' 1 ES" 1 3 3 p 5 8 3p' EBWi8 1240 +p0 .. -90 . .WO -3p . +a0 1-90 +800 .. 1-100 .mD I-31 +e00 -119.8 +800 l EBueirye 15BS . +NO AMO +B0 -1300 +800 -1010 +800 5 #NO -69.1 a0o d2 +800 31' SIUWeW PWUe 129a6.1SW3 +800 d00 . +000 AV.O +MO E8.8 IMD -M0 K8] -0l +60.7 AO] +93 Shl 12A&-12893 +W. -0m0 -800 AND +NO 2d.0 +738 438 +63.2 A2 +W.2 S.2 +52449.1 EgUMY. IB 652 +WD AMD +WO AND +WO AV +73.8 -nB +N2 ,2 +ST2 S7.2 +21 Sa4WMW 50N-10,01 +WZ AMO *NO 410.0 +WO +103 -0 0. �W2 +522 t+49.1 38Y IXU. S:e 5m, ls.B 0 AWO -NO 4. 7e2 -].2 �+59.3 dB3 +51.] d1.] N82 Cutm Sas 11131-ISIM W0 AND 4WD 9B.5 +W.1 -ri.1 .4 ,. +58,8 +51.5 41.5 +MIA SwMSt 12N14IM +WO -1190 +NO -95.2 N5p aSp +68,1 �.l +95 -58.5 +5ta -51.3 N81 Eaeula no" -80.0 AMO NO .110.0 +00"D.+M3-M3 ... 802 E0.2 .p• 1122 422 +48.8 Wzlan Sue 2.191-22re3 +800 - 8 .. r "I +9]d d]A580-58.9 +51.6 515 . .p9 Nl SWW Pm 1B 4-MIM IN0 41BD +NO 952 NS.i -]5.0 +60.1 JW.1 +686 -59.5 K19 31.9 +481 481 NO d0.0 d5' Cuzlon eue 16.131.186W +820 AMD +WO d5.0 +69.8 490 +821 d2.1 +55.7 d5.7 +504 504 N53 453 No.o 400 C krn Sue 15.131-18130 +000 �O +MO 41.9 IW, " M. EO.B +A.a 348 .49.7 49.7 +MB qA +X9 JDO GURan SUM 14IM-15130 +800 955 +]Bp -]eA +B9d $4 +M2 58.2 +538 S20 N8.7 .7 +M3 M.] +SB] 1 JB.] Slvlat a666-u.tm N0.0 254 w48 -mfi +821 8 l .583 .3 w1.1 d11 .de] M.] -27 y2> nea 1 d80 EB1Gine -21964 .03.0 n9O.0 +800 -1B2o Net a8.2 +68.7 da.] +593 593 +517 41.7 NO2 <82 .aO.O S00 p amtwn Sao M..131-N.B9l +WO -It20 +80.. d2O +79.5 A3.5 .ep.e dl8 +5te 6M +StO 41.O 148D <Ba .ao0 iO.O filaNaW Pmbn m.IBi-m13O .B0.o Al U +aoo $U -M. -N. .fia1 d2+ ss> -5s.] .fi0.a -SO.a .ua <sa .pO.O JO.O M. dB' Cuelwn Sim .-, 1.20183 .NO 956 NBA aBd +88A .4 +5e2 59.2 IND 33.8 N8.] -7 +Na iA3 w9] J9] CUS nSue W131.10.13O +W0 E9A w4.6 -74.6 +Zl 52e .N.9 SB.a +51.1 31.1 .SB.r i67 .u.r N2.r .98.8 Y.fi a Cualwn 8US 10.131-19.tm NO dd.8 +aBa d95 -59.2 SB2 +A.r 431 NBB iflB +41,0 M.B .SO9 'OD +3r.. JTB SMtezt 12461-IMM +W0 481.9 +810 810 +58.4 584 +510 d1A +N.e -KS N23 f23 +99A -39A +360 390 EMUS.D 2Sm +W0 -12A0 +808 AB5 +r0.1 -]].1 +61.p d]A +YB SSB +51.5 d1.3 .V" i3.1 +X. D9.9 Gwlwn Slee 2a 131.25.]R +WO -1120 +960 -020 +73.5 _"A .Od,B 81.0 +uM dv 151.0 41.0 1. 46.0 +388 J98 S85T S.Pm N8pA-2C.IN .WO dB0 +M0 51.. +flB.t M1 .... R98 +%.9 50.0 NB.] i9I WB Ai0 +3&B J90 Llotan SlzO 19131 20.W3 +600 928 +r1.0 -]].0 yp.1 Ea.t .57.7 d].] +52.3 -523 N],] 4]] N9.8 <90 NO2 J9.2 CUM. SUM 1M131-MAID +00.0 dM .69.6 fiMM +592 -%2 +W.] d3.7 +pe.B 48B N6.0 4p.B +AOB 408 +37.0 37,0 shI 't 13W9•-1E.1. +60.0 90.8 1 +61.7 41.7 +551 551 .49M 498 +555 J S +41.3 41.3 q08 4B6 '35.1 351 Em LW 3136A .WO 95.5 vOd A9.4 +W.d d9.A +59.2 .582 .53.a dab +58.7 4B1 +443 ­Na .387 39.7 W, Grslan Blxe ia.131 -SLWO NO E1.8 +69.3 89.5 +59.2 JB.3 +Sir I Ll .458 488 +M.B MB NOB 40.9 -37,5 d].8 31mtlaOPlmlev X]ep-.1. +WO MD +81.] 41.r M.1 d5.1 +d98 495 45.5 45.5 +41.3 41,3 +]88 488 -35.1 -35.1 DWI.I 25 W9'-zm +M -- +0V dt] -Ml $] .498 498 +d55 s 5 .tlJ 41.3 -M.6 49B ySt J5.1 Epd4b M�1 .W.O .1 +R.2 -R2 1.1 J 6 .550 d50 +d3.B dB0 +458 45B N1.7 41.] .341 3B1 W MMUM, Sim 3].131-N.M .WO d31 +W.7 Ee.] K7.8 .9. .521 d2l Nr.O 41.6 N95 43.5 NOl ADA +WM 38B SFwlezl N.0p0•-33.tm +600 dOB +01.7 JI.] +55.1 -N1 NBB 498 .45.5 4S5 +11.3 419 M. .%e .35.1 J51 EOmNile 9Brep -800 43.1 +W7 F657 +57.B Ji.6 .52.1 d21 +47.6 47.8 +9R5 43.5 No.1 40.1 W. -M. T!' GUlUmI SUM 9A131.39.969 IND 41.9 y 1 $840 .594 S8< +51.0 510 N6,1 4M. +42.3 423 139A -39A +WO 40.0 S-W 35019•-N.13 +H10 20.6 .91J 811 +55A 551 .Oe8 4IgA +15.6 455 +N,9 41.3 +38.8 'A +A1 3i1 ]6" Tellul 19.d51• H➢ll 80.8 +Ot,r Ail] +55.1 55.1 +pBB 49.8 +d55 4S5 +A1.3 41.] +yb -MS .351 S51 m iie nelun l -at.WO MINMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WIND0W5IS: BUCKHEIGHT-X535 MINMUM 545H HEIGHT FOR FLANGED. RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-37.951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT. 36.951 WINDOWS, SUBTRACT 1• FROMTHE TIPTOMP DIMENSION IN THE TABLETOOETERMINETHE WINW WSIZE. FOR RADIUS TOP WINDOWS, FINDTHE SMALLEST WINDOW SIZE NTHE TABLEASOVE WHICH THERADIUS TOF WINDOWS WITH THE LOW SILL OPDON ARE LIMBED TO AMN(IMUM POSITWE DESIGN PRESSURE OF.65 PSF. ANNEALED 2 In - GLASS TYPE 1 O m Y W > % W N >r wn (9 N 004i - R m N Q Z w LL Z Z MU SOfDO Rp Z D n U U DO ® pR u .o,o H Z a i, I -37 ODD G .-. A > a P I- �ZW O Z z Z N_ W Q N ® J q (� Z 1>✓V5 � y a W o z o J 6 O O W a11i3 'a.an c ua5 TABLES: Red. Sawn �P'O 4n WD.Ranpa asn NEON Sam Onl Design Pmssum QbalRa) for Glass Types 3 & 3 Tp tO TO WION Is- 2S 3T 3P 41" 45 4Y 5311B' 24" Eezoli 124M +80.0 AWS •80.0 Amo I +W.O AwR •WA .130.0 •m.0 .130.0 +BD.O AW0 +000 A30.0 +800 -124.8 EgldLle 1591 +00.0 4W0 •000 -130.0 •WA -ISSO -NO -130D -NO -1300 +000 A216 +000 A096 -0.0 -91 31' SUItlaO Pmlee 12894-15US +80.0 -ISO0 •800 AWZ IN -130.0 •8013 AW0 +WA ASCII +0D0 -10.3 +WO AO28 NO -93.0 Deed. 11,06% 11 +NO AWR +NO Aggi 4WD -130.0 INC AXD •800 413.5 +WD AM No -N.3 NO SBA EgmMte 19.652 NO AMR NO 430A -No -ISO0 •80.0 9300 •SOD -1138 +WO ARCO No A22 NO SS3 Ste'.daD Peeew 159W-19651 NO AWO +W.O 430D 4WD -130.0 •NO -125D +W.O -1084 +WO 4A0 NO 54.2 •ne -73.8 3531B" Cuslam&zo 15.131-15M +N.O AWR 4N,0 -USO +BOO AWO +NO .1140 +NO 401D +WO d06 NO -alz -no -no C,Uze Size 14131-H..IW +WO AWO *NO AWO +No -129.0 +NO -1100 +60.0 A).T +W.O S7.1 +7aS d8.8 •71.8 41'e Souet 12451 ♦WO AND NO AMR +WO 424D -NO -107.0 +WO -MS +800 A40 +78.8 de.0 468.9 -Es Equid ile 22.964 +WA 430A +NO AWO +N.O -130.0 +80.0 121.1 INS ANA •80.0 91.7 +aO.O dL5 1736 d3.6 Cze. Slag So 131-22.No -WO 43O.D -NO ADD INS -129.0 +80D -1100 NO Ai.] +000 di.1 N8.3 -78.3 •]Od -]03 SIm[Iml Pmiew 185N.21130 •W.0 AMC +N.O -1.D.0 •WO AND •600 -1070 •NO �94.8 +NA _&IR •758 -76.8 •68.9 dfl9 lS Del. Sire 16.131-IBM •NO AWD •W,0 43D.D +WO -1120 +800 A91 4No 47.6 +792 Tn *MD -n0 +N5 d25 Custm Sze 15131-16130 -NO AND 'NO AMC •W.O -1W.0 +500 NT •NO SSA N8.0 TLO •708 TOB IN dt5 Galan Sim 14.131-15130 +W.O Ii +N.O 4.W0 •NO AND •800 -94.5 +ND 53.5 •]68 -T6.8 •N] 497 +N6 ED.6 Sweet 124M-141s0 4NO AMC +800 -10)0 *NO -ERB +800 -W.7 INS d10 N48 -748 •8].T 47.] •516 �59.6 EquNfM 241964 +80.0 AWO +BOO -1WU +BOD .130.0 +800 -1140 *NR A91 •BOB S8T +PTO -n0 +69.1 d9.1 Custom firm 22.131. 24.e63 +ND OWO •800 AW0 +W.0 A20.D +80.0 .1.0 +80.0 .z +No 92.1 NL2 d4o •fib.] No Stm6sN Po0ex M..IN-nlW +80.0 AWO +N.O AND 4WD -1120 +NO .99.1 +80.0 S).5 4]92 -T93 +no A2.0 •825 625 Or Qatar Size 13.131-2R 10 -Boo AND +NO A300 +Wo -105.0 +800 -94.5 -Sao A3.6 4T6.9 d66 +W] A91 +N.6 d06 Qatar Size 1G 131-18130 +NO -IM..0 +50.0 AN.0 +00.0 -993 +NO -WT •610 412 N4.8 -T08 +6T.] bl] •596 E96 Ostun Size 14.131-16ISO +NO -1W0 +NO 4200 INS -9f5 +NO Ai ?BA -NO +n0 4" +65B d5A +N] -N] Sm481 n461-14.ISO *COO AND +NO 4120 +NO 49.1 +NO A2.3 -T69 -]6.9 •TOS -TO5 •Rl -6e2 +576 -57.6 EWYJIIe 25.11 +NB AND +WO AM •800 A290 +N.O -1100 1900 &9T2 +ND d4.9 •)54 -754 +675 S).5 Qatwn Sze 24,131 dSTffi +80.0 -INS +NO AWO +800 AMO +N.O AND •NO M.2 +N.O d21 +nB -A.B +660 ND F P SlakaN P.mlew 21 W-SIAM +800 -INS +WO AXS *NO ARE +BOO A6.T +N.O Ai4 qBD -)80 N0.8 40B +SIS di5 xiNB Ozz. See 20.131-20.643 +WD -130.0 INS AWS +B0.0 -100 +6DO -Si •010 M.5 *IRS -76.8 +697 59] +60.6 d9.8 Deere Size 10,131-20.130 +NO AMS •WO -12TA •W.O WR +WD .N) +80.0 d1.2 +74.8 -048 -U.7 d]] +58.6 d96 Qetan Size 1&131. 16130 •W.0 AMS •W.0 AM. •800 A4.5 INS A13 N8.0 -AO N29 -n9 +65.8 d5B •58] �WT Cuez Bim H.131-10ISO *NO AMID +NO AIZO INN 59.1 •WO A2.3 +70.9 A6B +70.5 -705 +W.2 A4.2 •576 3R SFMrst 124M-141N *No -1300 +800 AND 1800 A5.4 INS A0.6 +73.8 458 •N3 No •Ns d3.5 +57.0 3).0 EguYLte 31.961 180.0 -INS +WO AW0 +N.O AND 1800 -94.5 •BDO A3.5 +15.4 -764 INN JNl +58B d66 Oalom Sim HAM -31.953 -NO AWS +ND AM +NO -94.5 +NO ST3 +TBO -79.0 +n9 -Mg W4.t Bi +56.7 rfi.] SlaMu3 ProAe+'15.]94-28130 +600 AW0 •W0 AND +NO -0BA +WO -80.8 N5B -75.0 +N3 d93 +63.5 23.5 +67.0 d).0 Czeme SIm 24.131-25.TB3 +800 AWS +NO -IN0 +800 d3.5 N90 .79.0 +74.8 -74.8 4N.2 d8.2 +623 d23 INS -S.5 BY CWtoe She 22A 31-241N +80.0 AWR +80.0 -990 +00.0 -80.2 N58 -75.9 +71.4 -71.4 +659 E59 +60.6 d06 •554 -55A CUM. Size 20.131 MISS -Wo -INS -NO -N4 N8.8 -76.8 N2.9 -n.9 +U.2 iB.2 +63S S38 +519 �N9 +uR .5L0 Qatar See 1&131-21IM +BO.O AWR -NO 2B8 N3.4 -734 +695 £615 IDEA AA •61.1 481 +573 d].3 +521 d21 Galan Sim I6,131-10IW +NO AMI +NA -UT +69.7 d9.] 155,8 d55 +623 S23 -So d89 4557 d5.7 +W8 No si 11194.-151W +NO 425.5 N58 -75B 1631 A37 +SIA 41.1 +No No NO 1 d59 +523 d23 +40.6 -0 Z E"i 31464 *NO AWO +NO AND 41100 2d4 -NO NA +75.8 o +W] d0.) +532 53.2 Detan 540 W131-38403 +WO AWO +NO 4N0 •8MO dUB +nA -IT4 03.1 T.O +WO d00 +525 d25 Dalpn See 34131-y.1W -NO .AND +W.O -5B] N8.5 -T8.5 N4.4 -)44 ICES i8 •W] 59] +62) b2] T6' SweelseP.. N994.3 AW +WO -INS +WO .NB +n4 -T3.4 +69.5 69S +65.1 1.1 +5)3 -5)3 +62I d21 GalanSlm 30131-30M +ND AIDS +800 S62 N1.0 -]1.6 +6T.] z7.T +636 0.0 INS d65 +51.4Gstan Slm a131-301W +No -12LB +NO dL0 +B].0 d).B +6A0 d4.0 +61.4 d-711 .9 ff�.g •US d4.5 +:01 -W1 Sbtnt M194+-28.130 •N.O AMS +)58 -)58 +63] 3i.) +61.1 51.1 •W9 5.9 •523 d23 +488 438 EgidJile 42.464 +NO d300 •W.0 -96T +TBS -]8.5 +T44 -]441 IN8 .0 +N98i daterS¢e $tlt -424® +N.O -1N.0 +NO S42 +]t6 -)t.6 •6].] 6].] •fil6 0.0 •N, S65 +W4 30,4SIaEa4 Pm4 34Iw-38t30 +NO -125a +95.8 -T58 +61T Ell +B1.1 E11 +56.9 5.9 •523 d23 +486 48.6 -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS I5: TIP TO TIP HEIGHT-49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.806 -I SL GU . NOM K I GLA6'GM E 1/0"ANNEALED GLASS T4 2"NOM. GLASS BITE TD-T3 GLASS TYPE 2 GLASS TYPE 3 m 4 > �rl ❑ O N NN o am0 OJ i n N Z Z LL g m Z W rR U U 43 o e Z .a,O n F Z Q J F9M0 mZ So 0 Z L Z N_ U. 7 2el Q ® Si J a (� Z � w Q O � W 0 F O J 6 So N Q ❑ alnl oza0 zain5 1 1) TIP TO TOP DIMENSIONS . FOR INTEGRAL. FIN AND EQUAL -LEG WS. SUBTRACT FROM OTIP DIMENSION N THE TABLE TO 3)FORRAD USTOPHOOWND.ROUND THE SMNLNL�STAVoowG12E NTHETABLEABOVE WeflcxlTHE RADTMS TOPTWINDOWYNLL COIMPIETELy FRtM}xIN�MINETHE IMNDOWSIZE. 'TTuS�ONALSF,,'` 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITAE DESIGN PRESSURE 01 PSF. NEGATNE DESIGN PRESSURES ARE UNAFFEOTED. ALYNaI &VR,P.E PSO68705 TABLES'. Bolan San b GM1W pa 0e SaOIYW Rari FW Design Pmssum(Ib6Rl8) IOF Glass Ty" 4 Bp to Op W41n 1B' 25' 3T I JT 41• 4S 44 J31/5' 1. EtUOw" 12K4 -No -1300 -EDO -IWO ISO -INS •WO -130.0 +BOA -lNO +N.O Moo +000 .1300 No TWO EpleNie 15964 IN -1300 -E00 -1300 +80.0 -1300 +NO AND +000 -130.0 +800 -IN0 +So0 .130.0 -80.0 AND 31- Slflr6mE PmJrn 12AN-15.983 •W.0 -13DO •NO AND MRO -IWO +No -1300 +NO 4WD .80.0 AWO -NO -13D.0 -NO AWO Si 12463-i2933 +NO -ll0O +N.O ANO MESS .1ED0 •WD ADDS •SDA 433.0 +N.O -1300 -NO -130.0 .W0 -1310 SWHwe 19652 •N.0 -I300 -NO -IN0 -WO -IN0 •NO Am0 •N.0 43RO •WC -13RO •S00 -IJOo IWO AMC SIBULMI Pmiel, 15.9M-19.N1 -NO no 4800 AND +800 AND +NO .1300 +EDO -IW.S +00.0 A310 .NO AIU.O +Sao -1120 38We' Cretan Size 16.131-15.943 +W.0 .130.0 4800 Ann +N.0 -13DO +NO -1300 -NO AND +W➢ -13RO +000 -1300 -NO -130D Cult. She 14.131. 15.ISO +W.D AWO +80.0 AWG +800 .130.0 +830 -130.0 •SDA 43p.0 .80.0 -1300 180.0 -1300 NO 429E SMIDat 12454-14.130 +WO AWO •Sao -130.0 'NO A30.0 *WO Axi0 +80.0 -txi0 +WO AND +000 -1300 1800 424D EpaHiU mw .NO -IJRO •800 -IN0 +WO -IWO -NO -1N0 •80.0 4300 +NO -1N0 +E0.0 AE.0 .DOD -117..7 catml size m.nl.a.9N •Wo A3o.D .BOD nma .Wo -1Wa +ED -1Wo .e0.0 n3o.0 .No AN.O +600 -rz5A .eo.o A1zs 51mtlmE Pealex i8.591-m.13O +W.O -1J0.0 MESS 4W.0 -WO -130.0 *WO -1300 +50.0 -1300 +NO 430➢ +530 -CoI 4SOR -fl6.0 w CMMM SIBS 1&131-1&593 +No -130.0 •SD.O -In0 +800 ADDS +W.O AmA t6lo -IWO +W.O -130D +800 -10.0 +NO -i125 COMWe Sae 15.131-IS IN •NO -1300 +1 -IN0 +BOA -130.0 +N.o -1W0 +W0 -130.0 +N.O AWO IWO -12]A IWO -1107 Gnbn She 14.131-15.130 •W.0 .130.0 +800 -INO +BOO AND •WO -1300 +N.O -INS *NO A300 •W.0 .12SR •WO .1D91 Sbtat QMK-14.130 *NO -1300 +800 Am.D +600 -1WO +N.O AWO •WO .13DO •W.0 -IWO .W.0 -121.9 MOO -107..3 Ea�Hlle 24.954 +NO -130.0 .BOO -INS .BOA -1310 •W.o AND •W.0 -1m.0 NO IWO +NO -1213 +600 -110.6 Cretan size a.131-W Wl +WO -1300 +WO -1300 •800 AMO +WO -13" 'No -130,0 •SRO -1310 +W.o -116.7 •800 -1o6a Size 4P. mI94-22I30 -NO -1N.0 +WO AND •SD.O 4W0 +EO -13aO +00.0 -1310 +WO -1W.O +NO .121.3 4W.0 -1WS 44 Cistern Size 1&131. W193 -NO -I300 -NO -IWO +00.0 4310 +000 -1N0 +0.0 -IWO INO -1300 4WD .120.E +NO 408.1 Cmtan Size 1&1J1-1&130 +WO 4300 +MO 1300 -NO A3&0 -NO -1300 -NO 43&0 +WO -IWO 4W0 A21S +W.O -1DT3 Outan SUM 14131-1&133 +WO 4310 +Sao IWO •800 A300 -NO AMO -NO -IWO +WO -1300 +WO -11&4 +W0 -1051 o WiM., lZMA-14130 +W.O 4310 +50.0 -1310 +80.0 AND +N.O -1300 +WO -IWO +WO ADS 46DO A156 +N.O .103.7 & Epual4ih 25.T7 +W.O MOO +00.0 A30.0 +80.0 -IWO +800 �130.D -80.0 930D +WO �130.0 -SOO INS +BO.D -108.1 t Cmtam Sue 24131-25.T16 4WO -1300 +800 AND +60.0 -1300 +WO -130.0 +BOA AND +WA 4mA +WO -118A +60.D -1057 o Sizeri Pri "W-24IN +NO -1310 +WO ADD.0 +W.O .130.0 +N.O -1300 +WO IWO +WO -INO +WO -1161 +NO -104.3 F W5� pnlml6he mt)1-m&) •PIlO -1300 +630 -130.0 +80.0 -130.0 +W.O A910 4W.0 AND +Wo -IDRO IWO -1201 IWO -107.4 Galan Size 1891-m.1N +N.O -130.0 •800 -tm.0 +BOA -1310 +80.0 -IN0 +NO -,no -WO A30.0 -NO -H9.B -WO .1070 CUM=She 16131-18.130 MESS -1300 -IWO -IWO +60.0 AND +800 -IN0 +80.0 AND MOO -1300 +WO -1184 +810 IW7 Cu9an Size 14131.16.130 +SOO -1310 +WO .130.0 +60.0 AND -00.0 -1300 +N.O -130.0 +WO AMO 180.0 -115.6 +800 .1017 siedeet 12404-14.1313 +N.O -13D0 +WO -130.0 +800 IXO +SO -IXO +W.O -1b.0 +WA -INN •600 -114.3 +80.0 .1026 ETal:ite 31.664 NO -mo +EO -lWO no -1360 -no -130.0 +WO -IWO +WO 9206 IWO -1057 476.2 -93.8 CuMOMSLLe 4131-31963 INS -13RO •WO 4300 4800 -130.1 +W.O -13MO +W.O -1330 +SLO -117..5 'NO AXIS NA] -NA Stan]aS PmJei 25.T31-m130 +EO .130.0 -80.0 -1no •800 .,NO +SOO -1300 +NO ADDS +W.O 4195 +WA -1D48 -Ml A26 Cuzlan Size 24.131-0.793 -NO 430A -nO -130A •800 A310 +BDD -1300 +500 AmD +N.O 121.E +SOO AND NBA -94.0 67 Cue=Slze 22131.24.130 INS -130.0 +00.0 -130.0 +80.0 A300 +800 -1300 +WD -1285 -NO -118.6 1 -80.0 -107A +PA -94.8 Cue. Size SO131-221N +W.O -130R -NO -130.0 +80.0 AND +EOA ADDS +00.0 ADDS +WO -iW,O +)8.3 _RES Qatari Size 1&131-m1Xl +NO -1300 +NO -130.0 +BOA A300 +NO A251 +WO .11]2 +WO +WO AW1 4"S AJ.B COSWn&ze 15131-1&130 +NO -130A +WO -13RO +WO -1255 +WO -11&4 +NO -112.1 +W.O •NO AN.3 +NO Sie shelezl IMW-16.130 +NO -InD +WO -130D .80.0 .114.7 +N.O 4%0 +B00 -iN.O +NO +WO £41 +500 A),S ERUWI6 3&W`1 +WO .1300 +WO -INS +BOO A30D +NO -1300 +600 A300 +No N89 all +69.1 ASA Cuelan Size 36.131-14483 480.0 -1300 +BDO -13DO +W,O -IW,O +S0.o -1W0 +WO -1N➢ +NA N8.1 49S1 1682 b4.0 CuezeI Seze N.131-38.133 +W.0 -1310 +MO -130.0 +800 A320 +WO A300 •WO -I]56 aWO J-114S+WO N84 %.5 INSTV SUNSPm4w 30934-MAM +NO -130.0 +NO -1300 MOOS -IWO +NO -1251 +NO -t172 +NO +78.7 489 +E] MS Cu!-Size m.131-30993 +NO -130.0 +NO -1300 +NO -12&9 +N0 -1219 +NO -114.5 +NO aSO0 a0 N0.2 45.4 Gal. Suem131-m.IN +NO -13CO +50.0 -1300 •800 -1220 4W.02 •NS -110.5 +NO +50.0 48.1 N04 51wM1as! m.194•-m.130 +NO -1300 +00.0 -1300 MESS -0145 +010 -1100 MOOD AN0 *W0 +NO A41Nts4].e045il +R 0 .1aDS .800 -INo +No -I30a +DR. -IN.o +WU .125.E +W0 .]&5 -94z +E6 418 84• CUM. size W.131-424W +no A30o •NA A30.o •SOD -1m9 +BOO -121.9 4W.0 -114.5 •Wo '00 a58 A3.3 +.e 490 SISLLiS P. 3f.194•-341]0 +NO -1mo +800 -130.0 +BD.O -114) +NO 410.1 +WD dW.D -NO 1 -INS Q68 1 A41 1 +%3 1 A18 -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP W3NDOWS IS! TIP TOMP HEIGHT-49.805 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT-48000 EXTERIOR a GLASS TYPE 4 13116-NOW GMISSSTACK ao -y 0 3 •O _ V• N w eo1 !Y ZZ Z Cl JU _U WZQ i¢ J 0mU U.,--. � 6 O Z O Z D Z N_ LL J = O $ V ® n J a L7 Z y Pays 6 � Z J O O Z W � w � F n O J 0 W li ❑ alnJ vv0 za•n5 *: No. 58705IS AV .p / u [ORIO?G���� I) TIPTO TIP 2)FOR SRE DIMENSIONSSNOT SHOM,OM.FORI TEGRALFINNEXTAVANDEQUAL-LEG WINDOWS, SUBTRACT I' FROM THE TIP TO PP DIMENSION INTHETABLETODETERMINEWEWINOOWSUE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH WE RADIUS TOP WINDOW WILL COMPLETELY FR WRHIN. A LYNN MILLER, P.E. 4) LNINOOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PE 0587M sm. SMO ORrnoliaI OR, Gi.en Rarp Sam He2N Fan9e(IN Design Pressure pbsl(t°) for Glass Types 54 lA DOWan IS, l2S 33' Vlj 41. 45' 1 4Y 1 5 I/8" 1. E,imwLte 1Z,ZU 'NO IIWO I 'NO -1A,0 • -030.0 + -1A.0 +80.0 IWO +800 -13DO I NO IND INS IN0 EnaNpo 15.954 'Sao -130.0 +80.0 -130.0 NO -13DO IWO -I300 480.0 -Me +W.O 4300 +A.O -130.0 +80.0 -10.0 RIP NNN&NPKNSv 12YX-15953 'We -130.p I +WO -1310 +NO -13DO +NO 1 INS +80.0 .130.0 IWO -130.0 IWO .1300 •B00 -130.0 124E4-IRON IWO AND I IWO IWO 4WD -INS +WO -1300 -NO -130.0 +WO Amo +WO INS EpW4 19652 +W.O -1NO +WO I'D .800-O 0 +WO -".we•00.0 -tY10 +W.O -1300 IWO -IWO -NO IWD s F.. I6944-19.651 .W.0 IND .WO IWO .W0 AM' & -Boo -IWO IWO -IWO .W0 Ano +WO -112.0 30Y0' tO Sae 15.131 - 15943 +W.0 IWO +WO 4300 .LAD -IWO +800 IWO .Boo IWO +WO -IWO IWO 4WD .WO -1310 asbm Slze 471-15.I30 .W0 -1A.0 .LAD -t300 +W.O -IWO -No we IWO -130.0 +000 -,Me IWO -IND +NO -IWO Stalest 12.4N-UIN -60.0 -IN.O +Boo -INS +80.o -IWO +We -IWO +60.0 -1300 .800 IN, IWO .13" .80.0 -1A.0 EOWI-0te n.9PI +80,0 -130.0 +80.0 -130D IN IWO -BOO AND +WO IWO .80.0 -1310 +80.0 -130.0 +80.0 .117.7 Cwtan Sae M131 TM%3 1800 IWO +000 -13DO •WO INS +800 -IWO +00.0 -130.0 +60.0 IW.O +SOC -1253 IWO -112.5 SIMttNPRNi 1&N4'WIW +80.0 IWO -NO INN -NO -IWO -NO 4300 IWO -1310 •80.0 -IWO +NO -INN we -1160 45' Motion See 16131-18-593 .800 AND .800 -1W.0 .WO -lW0 -*WO -IWO +WO I IWO 'ND 430.D .WO 4W0 .WO 1 -1137 C¢tan Saa 16131-16.130 -BOO 4WD +WO -IW.O .WO I AND +WO -1We -Boo I -IWO +S0.D IWO .W.O AND +WO .118.6 Qatar See 14.131-15AW 'SRO IWO .WO -IWO +WO -A00 .W.O AND +WO AXO +W.O -1WD +W.O -1WO NO -119.5 Slmlesz IZAM-14.1W +800 4310 +W.O -1W.0 +W.O -IN0 -600 -1300 -No -IWO -800 1 -1W0 I IWO IRI. -NO 1IR7 Epd-0Ie 24.9M WO .89.0 AND .ND -IWO .000 -IN IWO -130.0 +LAD AW.0 +Wo AM IWO 9t0.5 CINOp Sae M131-IN UsW0 160.0 �1WO .W.O -1300 •60.0 IWO IWO IWO +SDO IWO +W.O AID, ISO ADS SUNIN Ploim 20.194-MIND30.0 +800 IWR .WO -1300 +800 -1300 •80.0 -AJA +BDD -IAO +11OR -1211 +60.0 .1006 4S USIDI Size 18.13UA 19330.0 +WO AWO +WO -1WO +80.0 A30D +800 AND +000 -1A0 .WO -120.8 IW.O -10&1 Qntrm 3lxe 18.131.1fl1AN r+8ODA3OO •BUD AW.0 .W.O IWO +80.0 -1Wo +WO -1000 +800 -1WO .800 -1235 +WA -11B3n a 14.13t-16130N0 '800 -1WO +W.O - '800 -1WO +W0 -1A0 +8RO -1W.0 +W.O .12" +W.0 -1i21 61246414.INSTO .W.O IsocT+wD-INO _ WA IWO •W0 -13O.o +LAD IWO +WO -12R2 +WO -1169 mm 30.0 .B00 -IN 1Wo 860 -0WO +WO -me +WO IWO 'no Imu +We -loot 24.131. Wn6300 .800 AN - +B0.0 IWO +ano -11 0 +W.O -1W0 IWO -fl01 +SOO -105.7 p 6lartlaO Pm.iex A&4-2UW +WO -1300 +B00 -130.p -1300 .00.0 -t30.0 +80.0 -tW0 +WO -1W0 .8110 -1162 •80.0 -104.3 Wes, Qnitm Sze Ad31 .2084J .B00 -1300 +800 -1W0 �'N. +00.0 -1W0 .800 -1A.0 IWO -1W0 +800 -R0.1 +BOO d014 GaOzn Sae 18.131-20130 +00.0 Ino -65 -0WO -0WO +W.O AND 4600 IND +000 IW.0 180.0 .119.8 +WO 407.0 Cn3lon Slze 16.131-ISAM .WO INN +WO -100.0 -1300 +80.0 A300 +WO -13DD +W.O -1W.D +WO -121] +WO -1W.5 CRl. Sze 14.131-16130 +60.0 INS +800 IWO INS +BOA -1W0 +Wp -1WO +WO 4ROU •WO -1242 .WO -1105 Sweat 12464-MAN .WO .1W0 +800 IW0 1300 IWO IWO +WO AND .NO -1W0 -No -IV.8 .WO -113.4 EpdJlle 31.56f+WO -'NO +BOO -1WO WO +800 IWO +WO -IWO •WO WO -1CST +M2 - o 0WN,,Sze ffiAt-31.963 +WO 6N10 +W9 -1WA ADO +WO -1WA +80.0 -1WO +WA WO IMS +]3] 908 Sta da0 Pm.Iev AJ94-RIN +WA -1WO +800 -1WO NS +810 INS .80.0 -1W0 IW.O 800 -IN6 N52 .926 G Rzro Size 24.A1.25]93 .W.0 .INS IWO IWO 13RO .VD -IW.O .B9.o AND .BDo WD -IC63 .]64 .ND 63- CNtNo Slze n. 131.24. 130 .80.0 -1310 +BOA INO .80.0 ITRO +8RD -A0.0 IN0 -130.0 +800 J-121.8+000 O -1074 +no -948 Oalan size a, 131-n.130 +Wes -1W0 +000 IWO IWO '130.0 +80.0 -130.0 IWO -IWO +800 O -1094 +]&3 A6.3 Gelan Size 18,131-A.130 +WO -130.0 IWO -0W0 +N.O .130.0 +BDo 4WO +WO -1WO +WA WO -1120 +fl8 A&3 Oehm Sae 16.131-1&130 INN IND +800 -1W0 •WO -1300 •510 IWO 1800 4MO •WA BDD -1151 •LAD -1W] 6MRI 1119T-ISIM +WO IN0 +WO -1WA +WO -13MO .W.O IW0 .WO 4300 +W.O WO .110.5 +Sao INS EgUROts W,NI IWO -1300 .WO -130.0 -NO -1WO +Bo0 I -13B0 IWO IW.0 .WA -H25 .78.9 -9LI +69.1 A5.1 OW,PIS a X131-WN3 +W,O -IN0 +800 -IWO .W.O -1300 +0&0 AND .WO AND IWO .111.7 N8.1 A5.1 -602 { O COMM Size M131.NIN +WO INS +600 ANO +W.O AND IUD -130.0 1W0 . .0 +W.O -1t21 N0.4 -915 +W5 dA 76' SlaNam PRM. WON -M.130 +80.0 -130.0 +Boo -IMO +80D .130.0 IWO IN +800 -IWO IWO -1130 q0] -96.9 4687 N4 Ootom Size W.131.30993 IWO -130.0 IWO .110.0 +W.O -130.0 IWO 4300 +80.0 A30.0 •W.O -1152 +We -SRO NO2 CzIw Size A.1J1-W.t]0 +8DO -1W.0 +80.0 -IAA .W.O -130.0 +W.o 'IND +30.0 IWO IWO -1159 +WA -99.6 +]04 86b Sbt®1 A.1RP z3IA •W.o -1A.o +e00 -1300 .Wo INS •WO -1WD .Wo -IND .Wo -117.9 .W.O -101.3 .i1.5 A00 EOXgite 42.463 +WO 4304 +800' -1A.D +WO -13RO +Boo AWO +WO -IWO .WO -110.4 INDS -N.2 INS d1.8 0' 0nlun9ze M131-UN3 •ND -1W.0 +W.O -1W0 +No AND 'Me -1W0 +WO -1W0 INS 41111 .I38 -933 +655 d0.6 sGMVE vrtNew M.194•-LAIN IWO AND +80.0 430.0 IWO .13DO .9Ao IR O We -INN +wR -111.1 +X8 .94.5 +66.3 41.6 MINIMUM SASH REICID FOR FLANGED WINDOWS IS: TIP TOTIP HEIGHT - 49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49 006 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCKHEIGHT - 48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I'FROMTHEIIPTOTIDIMENSION INTHETABLETODETERMINETHEIMNDOWSIZE. 2) FOR SUES NOT SHOWN. ROUND UPTO THE NEXTAVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOM WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF His PSF. NEGATIVE DESIGN PRESSURESARE UNAFFECTED. EXTEI G EXTERIOR a 13116-NOW GLASS STACK GUVSS SITE 1L16'NOM. GIASSSTACK J W 2 w W Z 'nay rc pO p r0 F _ K Q O Q J O i W O IUI S Z -, RR W .-. N Z m Z Z N_ U. � I N ® m W J a (� Z W IaavS 6 J O Z 0 U Q a0 W a11�1 'aaap c va5 =S�0' �tCENSF 9 �.; No. 5ST05 D a CD/ 4 SATE F ((244,1111111, AL TABLES' Anchor QuantitMe Requitedfor 'nmuBh-Fmmo"Installation usina Glass T e91d RPto RPWiv6 IT zT I 3T 3T At- 4s AT 53416 ::!r 4� £ 'e ] ,lanb qq S i 9 �YY $ �, .IaMyy c� {Q+ '¢ m Jmnb }T,� F S A a Jvnb JinO wo !J F i linb jjyq�94 2 I, o bmb ENIOm Sasb Deec8P5m br Gies, Patio Sazb HnBM Ralga (n) f E pg 2 pp d 2G Eptl4be 12464 1 2 1 1 2 1 1 2 1 11212 112 12 11 2 1 2 2 1 2 2 3V E"44e SGMael Fmsm 1&984 12.991-15.9 1 2 2 2 1 1 1 2 2111112 21112 2 1 1 1 21212 2 2 1 2 2 12 3 1 12 2 2 2 2 2 1 2 2 23 2 1 2 2 2 2 2 6lvnest 12491 MASS 2 2 1 2 2 1 2 2 1 ] 12 12 2 2 12 2 2 2 2 2 2 2 2 2 EWal4ile StaI:claN Feel. 19.852 15.BW-19651 2 2 2 2 1 2 1 2 2 1 1 21 1 12 2 12 2 1 3 2 2121 1 2 1 2 2 2 2 21 212 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 T CAM Sao IS. 131-ISM 2 2 1 2 2 1 2 2 2 21212121 3 2 2 2 2 2 2 2 2 2 2 Custwn size 14.131. 15.130 2 2 1 2 21 112 2 2 212121212 2 2 2 2 2 2 2 2 2 z Slp4yt 12464-14.133 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EgaHile MINA, 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custan Sze Slo UN pplee M.131-22963 MICA -M.IM 2 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AT Cos!vn See 1&131-MISS 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 Ctoan Sue 1&eJt-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Costvn S. 14,131 . 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short 12464. 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 E9ya18te 24864 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cuom Slze SImGJ R[r/tw M131-24.9Si m.194-22t]0 z 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 2 2 1 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 AT 4lvtvn See 1&Tat -M IM 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cztz-Sim 18131. Ia. 130 3 2 1 3 2 1 3 2 1 3 z 2 3 2 2 3 2 2 3 2 2 3 2 2 Curtmn Slze 14.131-16, ISO 3 3 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 sheazat 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 z 2 3 2 2 3 2 2 EaY .� am 2 2 1 2 2 112 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pa'vn Sze 24.131.2&M 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 2 2 2.2 2 2 2 2 2 E S Slmdad INsiex 20.644-2g130 2 21 1 2 2 1 12 2 1 21212 2 2 2 2 2 2 2 2 2 2 2 2 F � Cmtom 5ize X131-26W 2 21 1 2 2 112 2 1 21 212 2 2 2 2 2 2 2 2 2 2 3 2 C,stom Sue 1&131.20.IM 3 2 1 3 2 113 2 1 31212 3 2 2 3 2 2 3 2 2 J 22 Cu;. Size ISA31-18.130 3 2 1 3 2 113 2 1 3121 2 3 2 2 3 2 2 3 2 2 3 2 2 Cmtan Sue 14.131-16 IM 3 2 1 3 2 113 2 1 31212 3 2 2 3 2 2 3 2 2 3 2 2 SzeAzI 12464-14.IM 3 2 1 3 2 1 13 2 1 3121 2 3 2 2 3 2 2 3 2 213 12121 EpelYte 31.954 2 3 1 2 3 1 12 3 1 2131 2 2 3 2 2 3 2 2 3 2 2 3 2 Cmtwn See 28.131. 31.953 3 3 1 3 3 1 3 3 1 313 2 3 3 2 3 3 2 3 3 2 3 3 2 StaNaN P.. 21-23.130 3 2 1 3 2 1 3 2 1 31212 3 2 2 3 2 2 3 2 2 3 2 2 Cuatvn Sue N.131.25.1B3 3 3 1 3 2 1 3 2 1 31212 3 2 2 3 2 2 3 2 2 3 2 2 &T Outlast Sae M131-24.11) J 2 1 3 21 1 3 2 1 3 212 2 2 3 2 2 3 2 2 3 2 2 Cuslvn Sue 20.131.221X 3 2 1 3 2 1 3 2 1 3 21 2 3 2 2 3 2 2 3 2 2 3 2 2 CzAm Site 18..131-20.130 3 2 1 3 2 1 J 2 1 3 21 2 3 2 2 3 2 2 3 2 2 3 2 2 Oust. Site 16.131. 1&130 3 2 1 3 2 1 3 2 1 3 212 3 2 2 3 2 2 3 2 2 3 2 2 SMNst ISAIN'-I&t30 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 EAuaNde M494 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 ] 3 2 3 3 2 3 3 2 G¢trm See MEMO .36.463 3 3 1 l 3 1 3 ] 1 3 3 23 3 2 3 3 2 3 3 2 3 3 2 I. . 34.131.36,130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 IT SttaeaNPmlow 30.994-34.130 3 3 1 3 3 1 3 3 1 ] 3 2 3 3 2 3 3 2 3 3 2 3 J 2 b C'¢n Size 30.131-30.993 3 3 1 3 3 1 ] 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 9 2 Ct¢ivn Size 35.131.30.13p 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3] 3 3] 2 J 3 3 S.1 ffit91'-2&tb 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Epal4:ts 42464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 z 3 a 2 3 4 z 3 4 2 94' Cuezv Soo A131-4240 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 J a 3 3 4 2 3 4 2 StaIMaNPnlex 34.194--38.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 J 2 TABLE6b' Glypeen oeaI (L19P0Trust 61ener to lnptlorl T 1" 119'AMeal� 3 IY1B"IG 1fe'MnmleE CeP, A,spe[e. 1/9'MrezIM I 9 IY13'Amaletl •' TIP TO TIP SIZE FOR WINDOW USING GLASS TYPE 1 IS UWI`EDTOS3-Iff XT6-. •GLASS TYPE t: MINIMUM SASH HEIGHT FOR FLANGED WINDOM & TIP TO TP HEIGHT -3T.536 MINIMUM BASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -MISS MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TP HEIGHT-3T.951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -36.951 •CLASS TYPE 2 & 3: MINIMUM BASH HEIGHT FOR FLANGED WINDOWS IS: TP TO TIP HEIGHT - 49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO To HEIGHT -49.696 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TP TO TP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I-FROM THE TP TO TP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, m 4 j H S 3 Om o y a 'pi al W y K Q O 0 Z LLIn J Coi¢ Z m m W co m x 11w o z �0 r W as F 2 P Yn0 W O > p Z m Z Z W 0 N x ® W m D Z Z taays > m Q Q a O K mo = m D U x J Q QH Z m all:l 'aaan a>ra5 \\\\IIIII III/4j �s•3�ONY LYNN Qa�:' LlCENBE 4fv 27 FOR SIZES NOT SHOWN, ROUND IIPTOTHENEXTAVAILABLESIM. �17" S{ATIOF GFS 31 FOR RADIUS TOP WINDOWB, FIND THE SMALLEST WINWWSIZE IN THE TABLEABOVENMICH THE ':o.4,a,RIDp,.' RADIUS TOP WINDOW WILLCOMPLETELYFNWRHIN. 4) WINDOWS WITH THE LOWSILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF /ONALI�NGn�y -65 PSI. NEGATNE DESIGN PRESSURES ME UNAFFECTED MILLER, PE. NNMI MILLER gLTNN . TABLFi: Anchor Quantities Requirotl(ar "Thmugh-Fmme" Installation U91n GlaeeT ea44 np np Wmh 18' 1 26 33' V 3r 41- 4T OT 5 1/5- Jamb i E D . b Z g em i f ,tlmb .lamd a p .Mmo m g .Imb s Bollnn Sazn DomIP8a3 b Gr4m Ranea seen xdaN Raige Bnl F S E w Ep W I 12W1 112 1 112 1 1 2 1 1 2 2 1 1212 1 2 2 1 2 2 1 2 2 Epu is 15.N 1 3 1 1 2 1 '1 2 1 1 3 2 1 2 2 1 2 2 1 2 2 1 2 2 31- sft d tlPmd- 12834-15,W3 2 2 1 2 2 1 2 2 1121 212 2 3 2 2 2 2 2 2 3 2 2 2 12464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 Epu'lit0 19.652 2 2 1 3 3 1 2 2121212 2 2 2 2 23 2 2 3 2 NfBx ISBN-19%1 2 2 1 2 2 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3e-yT Cutan Sae 15131-15,N3 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 3 CAM biye 14. 131.15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Stu t 12<64-14M0 2 2 1 2 3 1 2 2 2 2 2 2121 3 2 2 3 2 2 2 3 2 2 3 E -R, 224G 2 2 1 2 2 1 2 2 2 2 2 2121 3 2 23 2 2 3 2 2 3 2 C¢tmm Sbn 4131 -22.%J 2 2 1 2 2 1 2 2 2 2 2 2121 2 2 3 2 2 3 2 2 3 2 SWdPtwew 18.SN-W 13D 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 4T Comm Sue 16,131-18.593 2 2 1 2 2 1 2 2 2 2 3 3 2 2 2 2 2 2 2 2 3 2 2 3 Qmtan Sue 15.131-16.1N 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 Dabm Sve 14.131-15.130 2 2 1 2 3 1 2 2 2 2 2 2 2 2 2 3 3 23 2 3 3 2 3 BNvlesl 12.a-14.130 3 z 1 3 3 1 3 2 2 3 2 2 3 2 z 3 2 3 3 2 3 3 2 3 EVB!4!te 2,B 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 2 Luton Sue 22SlF24%3 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 J 2 2_ 2 2 3 2 ShN Pm. 20.1B1-22130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 z 2 J 2 _I 2 J 3 2 33 ad Cumm Sua 15,131-20.193 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 Custm Sue 16.131-18.lN .3 2 1 3 2 1 3 2 2 3 2 2 J 2 2 3 2 3 J 2 3 J 2 3 Cosa Sim 14A31-18.1]0 3 2 1 3 2 1 3 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 12&4M- .1]0 3 2 1 3 2 1 2 2 3 2 2 3 2 3 3 2 3 3 2 3 EWaNit 25.TFi 2 2 1 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Size 24.131-25.M 2 2 1 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 e bleNatl Pmian 20.BN-24130 2 2 1 2 3 1 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 F d Cu51G See 20.131-ZI WJ 2 z 1 2 3 1 2 3 2 2 2 z 3 2 3 2 3 2 3 J 3 2 3] CLs(pm b¢a 10.131-201]tl 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 J 3 3 2 3 P¢Iom Sue 16.131. 10. 130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Cutwn Sue 14.131-16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 313 2 3 3 2 3 SMlett 12461. 14130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 EpuL4te 3L964 2 3 1 3] 1 2 3 2 2 3 2 2] 2 2 3 2 3 3 2 2 J 2 Qnlwn Slze 2B 1J1-31.903 3 3 1 33 1$ 3 2 33 2 3 3 3 3 9 2 3 J 2 3 3 2 81adaN PmJex 35.]84.26.t30 3 2 1 3 2 1 3 3 2 3 3 2 J 3 3 3 3 2 J J 2 3 3 3 G¢M1m Sue 30.131-25.2BJ 3 2 1 J 2 114� 2 3 3 T 3 3 2 3 3 3 3 3 3 J 33 6T Luton bza b-1]I -i4.1N 3 2 1 3 2 1 2 3 2 2 3 3 2 3 J] 3 3 3 J 33 Qetwn Sae 20.131.211S. 3 2 1 3 2 1 2 3 2 2 3 2 2 a J J 3 3 3 J 2 3 dalcm Saa 18. 131.20. 130 3 2 1 3 2 1 2 3 2 2 4 2 2 4 2 3 4 2 3 3 2 3 Gown Sue !S131.18130 3 2 1 3 2 1 2 4 2 2 a 2 2 4 2 3 4 2 3 a 2 3 Stvleft 13.19c•-1613C 4 2 1 4 2 1 2 4 2 3 a 2 3 a 3 3 4 2 3 a 2 3 Fm 44. 36.464 3 3 1 3 3 1 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 Gnt.m Sue 36131.39.453 3 3 1 3 3 1 2 3 d 2 3 4 2 3 d 2 3 4 2 3 3 2 Gn!un Sue 30.131-W.130 3 3 1 3 3 1 2 3 3 2 3 4 2 3 4 2 3 3 2 3 3 2 3d SWPlcde.� 30VM-34.1W 3 3 1 3 3 1 2 3 3 2 4 4 2 3 3 2 3 3 2 3 3 2 Lu9m Sue 30.131-W. 33 1 J J 1 2 J 3 2 a 3 T 4 3 2 3 3 2 3]] Cunvn Size 231]f-30.130 3] 1 3 J I 2 4 J 2 d 3 2 a 3 2 3 3 3 3 J 3 bt4kst 2fi.191'-20.130 4 2 1 4 2 1 2 47 2 a 3 2 4 3 2 4 J 3 d] 3 Epd 4ZK 3 4 1 J d 1 z J 4 z 3 a z 3 4 2 3 d 2 3 4 z W Cm. Sue 38.131.42463 3 4 1 3 4 1 2 3 4 2 a a 3 3 4 2 J 4 2 3 4 2 SWM PiWn MAIN-38,1] 4 3 1 4 3 1 2 41 d 2 9 a 2 a 4 2 4 4 2 4] 2 • MINIMUM SASH HEIGHT FOR FLANGED WINDOW$ IS: TIP TO TIP HEIGHT -49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IB: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 4831)6 TABLE 7b Slav We Ptlm (UI lmmfi flar m lnftdod Type a —IV I G" W: 16' Hme J hp im0ax, 16 nn gee 5 1/d iempem8 11B' Temaael Lap, N2p 1/d Ten� 6'T.PI 6 1Y16'IG. yid Tgnl QR A11ap3',11d Tnmµ�N 1) TIPTOTIP DIMENSIONS SHOWN. FORINTEGRAL FINANDEQUALIEG WINDOWS,SUSII I -FROM THE TIPTO TIP DIMENSION IN THETABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN TMETABLEABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAXIMUM POSRINE DESIGN PRESSURE OF e65PSF. NEGATNE DESIGN PRESSURESAREUNAFFECTED. �1?14 CENSFi(�F �� Q: *:No.58105 INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION) EOGEDISTANCE DIRECTLY INTO CONCRETE/CMU. RUCKSTRIP INTO CONCRE'RE U. f —T__-------T—_, GEE NOTE 2, THIS S. HEET ANCHOREDTHROUGH EMBEDMENT EMBEDI FRAMEINT02X W000 1/4'MAX SHIM 1/4"MARS r— FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. I O EMBE0. I -� 4 GAGH NSIBLE 17 �E •rl rnvM DISTA CIE r LIGHT WIDTH DISTANT rrn um . h TIP TO TIP HEIGHT FIXED VISIBLE LIGHT HEIGHT I EXTERIOR a V WEEP NOTCHAT EACH END SASH VISIBLE LIGHT HEIGHT FUiXGKTW IB`I EDVIIDTH —I SEE TABLE NOTE a FOR HEADTYPE TYP.ANCHORTYPE, 44 EMBEDMENTAND •• EDGE DISTANCE PER SUBSTRATE, SEE I 31 R 5B TABLE 8. TIP TO TIP WIDTH TYP.ANCHORTYPE. EXTERIOR HORIZONTAL SECTION A -A EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE, GEE TABLE B. �1 1/4•MAX, SHIM 46 55 \ DADE APPROVED MULLION,FBC COMPLIANT EFRAMING STEEL STUD. MyBE VERTICAL OR 13 HORU!OMTALSEESUSSTRXIE UEER 1 PROPERTIES, TABLE O. SWEEP LATCH @ MIOGPAN OR 2 BOTTOM LOCKS INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL OPIIONALHLHISE SILL SHOWN. SEE SHEETIDFOR STANDARD SILL IW MAX. SHIM NOANCHORS REQUIRED IN e FLANGEOR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B Anchor Substrate Mn. Edge Min. Embedment Distance P.T. Southern Pine(S(r0.55) 9/16' 1-3/8" 012 Steel, Akrrinum, 6063-T5 nin. 30 0.063' 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Etael S — 318" 0.045' n E4`0S PT. Southern Pine (SG0.55) Concrete (min. 2.85 ksi) 1' 1-318" Ungrouted CMU, (ASTM f-90) 2-1/2" 1-1/4" P.T. Southern Pine(SG0.55) 1" 1-3/8• A) MIN. UY J IHNF.ADS BEYOND THE METALSUBST(tATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXIRAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, TYP. ANCHOR TYPE, EMSEOMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE a. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 10 FOR STANDARD GILL) WIDTH 9 SASH & FIXED CITE: TIP TO TIP WIDTH -5.12" HEIGHT(EQUAL-CITE) TIP TO TIP HEIGHTQ-373" HEIGHTIPROVIE @FIXED Lin: TIP TO TIP HEIGHD2 3]8- @SA11.R SH: TIP TO TIP HE -3' HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT-3.E5" @SASH: SASH HEIGHT-4 fi0" NOTES' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. \ 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE J B. ALL WOOD BUCKS LESS THAN I42-THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12 THICK OR GREATER IX AND a DUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECTOF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m y, 0 y •IW CY) L9 N Q O 0o a o W w Z m m� UUo a� .on O �zm g Z LB Z N_ x = 0 Z O m c C9 r Qo m j K Z W o (7 m 5 m ally vsap e;ug %,"1 II II I"I /' ` T Y LYNIv �. ON IGENSic �AC�� No. 58705 .P =-0:.� _ =aO ft S Jg Ce; ;OT ATE OF TI 1 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME IWO M WOOD FRAME OR 8UCKSTRIP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT 1_ EXTERIOR 1-WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT I INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONORETEICMU. SEE NOTE 2, THIS SHEET. EMBEDMENT EMBEDMENT EMBED 114-MAXSHIM 114-MAX SHIM ..CW I I� 595H VISIBLE 1] HE Iu" EDGE • . LIGHTWIDTH EDGE DISTANCE DISTANCE MAX SHIM __. �..'_...•° . i -_1___—_l__J 1 . a FIXEDVISIBLE 7 `y ^i1 SEETABLE I UGWWD H V NOTE OTEB, B, FOR HEAD FO YPE N TYP.ANCHORTYPE, EM DISTANTAND CE PER ' EDGE DISTANCE PER SUBSTRATE, SEE TABLE e. 31 OR 5B - BUCKWIDTH EXTERIOR TYP.ANCHORITIPE, HORIZONTAL SECTION A -A EMBEDMEW EDGE DISTANCE PER SUBSBS TRATE, GEE TABLE S. 1I4-MAX.SHIM 46 55 I 73 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMRTEEL FRAMING USEEITHER 1 2 OR STEEL STUD. MAY BE VERTICAL OR BWEEP LATCHHORIZONTAL SEE SUBSTRATE MIDSPANOft 2 BOTTOM LOCKS PROPERTIES, TABLE S. INSTALLATION EQUAL. OPTION 4 LEGIBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN NOANCHORS , REQUIREDIN FLANGE OR ` EOUAi ` FRAME SILLS VERTICAL SECTION B-B OPRONALHI-RISE SILL SHOWN. SEE SHEET 10 FOR STANDARDSILL 11VIVAX Anchor Substrate Min. Edge Distance Min. Embedment P.T. Southern Pine (SG-0.55) 9116" 1-3/8" #12 Steel, 1M or 410 Alurrinum, 6063-T5 min, 3/e" 0,053" SS Screw A36 Steel 3/8" 0.D63" Steel Stud, Gr. 33 win. 3/8' 0.045" 18 Go) 114" Concrete (min. 3.35 ksi) 1" 1-3/4' 410 SS CreteFleX Un9muted CMU,(ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8' 114" Steel Ultracon Concrete (Rln. 2.85 ksi) Ungno CMU, (ASTM C-80) 1" 1-3/8' P.T. Southern Pine SU0.5 1" 1-3I8' n)-IN. �r a '.1.. .11111 THE METAL GUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEcFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CIVIL "VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYPANCHORTYPE, EMBEDMEW AND EDGE DISTANCE PER SUBSTRATE. SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HMSE SILL; SEE SHEET 10 FOR STANDARD SILL) WIDTH ® SASH S FIXED LIM: BUCK WIDTH -4.12• HEIGHT (EQUAL-LDE) BUCK HEIGHTR-3.23- HEIGHT(PROVIEW) QRXED LIM: BUCK HEIGHT2.42V @SASH: BUCK HEIGHTl2-IlAr HEIGHT (CUSTOM SASH) ®FIXED LIM: BUCK HEIGHT -SASH HEIGHT-2 55- QSASH: SASH HEIGHT-4.60' NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S1DE OF THEWINDOW. 2) MASONRY ANCHORS MAY BE USED IWO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1W THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUOKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TOSUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE I-12' THICKORGREATER. IXMDPX BUCKS (WHEN USED) SHALLBE DESIGNEDTOPROPEFtLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOFRECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE EMBEDMENT 1 EDGE DISTANCE BUCK HEIGHT F—I FIXED VISIBLE LIGHT HEIGHT I SASH VISIBLE LIGHT HEIGHT EXTERIOR I�P NOTCHAT- EACH END SEETABLE (SCREW SHOW AlC EMBEDMENT L '. ANCHOR TYPE, FOMENT AND EDGE ICE PER SUBSTRATE SEETABLE9. 114"MAX,SHIM 13 USE FITTER 1 SWEEP LATCH MIDSPAN OR 2 46 55 BOTTOM LOCKS ) STANDARD SILL SHOWN. SEE 33 SHEET 9 FOR l=/ OPTIONALHI-RISE SILL. EDGE EMBEDMENT If VERTICAL SECTION D-D 1/4" MAX SHIM 1l4" SASHVISISLE LIGHT WIOTH FIXEDVISIBLE LIGHT WIOTH BUCK W DTH HORIZONTAL SECTION C-C DADEAPPROVEDMULUON. FDIC — COMPL WNT AWMINUMSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORQONTAL- SEE SUBSTRATE PROPERTIES, TABU 910 OR #12 STEEL SELF -DRILLING SMS (GSL SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDT-IROUGH INTEGRAL FIN INTO METAL Anchor Substrate MR Edge Ois9 , N, E 2-112"x.113" B.x Nail P.T. Swt m Fire(SCs0.55) 5116" 243E 2-1/7XA31" Cominn Nail P.T. SeU9tern Fire SG-0.59 30' 2438 2-1/2' X.145" Roofing Nat P.T. ScUthern Pire SG055) 3'R' 2438 2-1/2"x.l4 'Roofinq Nall P.T. SoIMem Pine (SG --DES 318" 2438 #7 12 SIB.I, 1" or 10 SS r #/2 Sfeel, lS8 or 41055 Saw P.T. SOUINern Fine (SG=0.55) 0.125" AUminum, 6DS345 min. 1Z 5116" 1.375 0.090 0.051Y'A36 SNeI 5H8' 0. 050 0.D4S" 18 G9) Steel SILd G-. 33 OFF BIB' 00450 n) mirv. �� y II1ttFl1 LLl tltT VNU IXt METFLSU6S-(FATE. EDGE DISTANCE TYP. VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS OR 9 FOR HI RISE SRL) WIDTH aG SASH S FIXED LITE: BUCK WIDTH -4.12 HEIGHT(EQUAL-LIFE) BUCK HEIGHT2-3.23" HEIGHT..ROVIEW) @FIXED LITE: BUCK HEIGHTl2+428' @SASH: BUCK HEIGHT2-1L43' HEIGHT ICUSTOM SASH) ®FIXED LITE: BUCK HEIGHT -SASH HEIGHT. 2.5V ®SASH: SASH HEIGHT -460- NOTES 1) USE ONLY SUBSTRATE-APPROPRNTE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S1DE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. j * 1 N0.58105 Irz -9 C OT •., STATE pF '%S�ONAL ENx�. ''�lnninglx A LYNN MILLER, RE PEtl SBTM 2SW J.1S6• ---- 2.01W --I 2. 2.040" 848. 052• .OBY 2.112' 2.]24' 2.n4. 2T2<• .062' .062" .per• u. ` c!7 O FIANGE FRAME HEAO O INTEGHEAD RAL FIN FRAME O EOVAL LEG FRAME HEAD OFLANGEFRAMEL S OIBGRAL FIN FRAME OEOUALLEGFRAME"B OFLANGEFRAMESRL O SASH TOP RAIL 2.)9Y SAW 062' L 0INTEGRAL FIN FRAME SILL 1 _ 120' L-sU 1211- W2- -4— OFOIEDMEETINGPAIL z.3ar OBY O EQUAL LEG FRAME SILL 22T j F . F " I II 1.30 OSASH BOTTOMR iL- HFRISE 2.79W —+I 2.798' 1508' 4.11 .062" —L- .O6Y f la FLANGEFRAMESILL 1.125 HI RISE i— O SASH BOTTOM RAIL 11 INTEGRALFINFRAME SILL -HI-RISE SILICONE STRUC UML POLYISOBI.WLENE 114"NOM. WlTfl DESICCANT MT. GUM INT, GLASS TO KODISPACE4SGTPS 12 EQUAL LEG FRAME SILHI-RISE HOT -MELT BUTYL STRUGTURAL Y16'NOM. SRICONE FOAM M 1 DESICCANT EX .GLASS INT. GUM )1 SUPERSPACER-IOV' 1.446• 5 ALUE POLYISOSUTYLF.NE DESICCANTFILL T r —�146 {� REINFORCEMENT REAL BICONES. p02" IInI r 11 y.fi2]�'0" I))3" 1 ROLL -FORMED SILICONE REAL 1 ,. II1.2J5' '�� 1 BOY 'IL�j�9l'.���Y OEBICCANL GTAINLESS GTEEL gl�l�jl—Blfll--JJJJI y .013" 1.JT0' y I 1 BOY FOAM I1 1— O I'mo- 'm6' �lifl�' I II EKT.GVSSHEADAIXT. GIAB& I` OTO" 0)0' �Y'� INT. GLASS n SASH SIDE RAIL le COVERNCHOR la SASHSTOPCOVER ®IGBEAD ®IGSNAPBEAD ¢a 11&"&MWBFAO I DUFtASFAL°SPACER )J XL EDGE' SPAPA GLASSCER m Y o� Glop Q (DN O ZLL Z i s_mp� e_U 00 !i Z u�oip n Op FZ V !Z� J JMp W .-. a OZq V Z ZLL N � 2 O 1D -Ys < q N Z 0 O o � Z � N U w m Q am. 'asaB s:,as Ilan PST Part# Description Material 542 1 He Flange Alum.Wl% 2 542D17 Head, Integral Fin Alum. 60637E 3 624028 Head, Eque14eg Alum. 6063T6 4 624004 Jamb, Fledge Alum. 6W3-TB 4A Jamb, Flange (Used Fs Altemale Radius Top Head) Alum. 5X3T52 5 624MO Jamb, Integral Fln plum. 6063T6 MAJamb, Integral Fin (Usetl For Altemate Radius Tap Head) Alum. 6063T52 6 624031 Jamb, Equalleg Alum. 6063-18 6A Jamb, Equal -leg (Used For Altemate Radius Top Head) Alum. 6D63T52 7 624002 Sill, Flange Alum., 6063T5 8 62QIB Sill, IMegrd Fin Al.. 606346 9 624029 Sill, Equal -leg Alum. 6063-T6 10 824003 Sill, H4Rise, Flange plum. 6 663-76 11 U'lU19 Sill, HI -Rise, Integral Fin Alum. 6063T6 12 624030 Sill, HI-Rlae, Equal -leg Alum.6063-76 13 62A006 Sash Top Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Al.. 6005A.T61 15 624012 .an Bottom Had -HLRise plum. E063T8 16 524088 Sash Bottom Rail Alum. K6316 17 6240D7 Sash Side Red Alum. 61 18 524D51 Head Anchor Corer Alum, 6D63TB 19 MQ15 Sash Slop Alum. MO T6 25A 624ODD IG Bead plum. E063rE 255 624011 IGSnap Bead plum. MO-T5 26 624013 1/8"83116"Bead AIum.E063TS 30 6TP247 Glaring Bead, Bulb Vinyl ford524023 'Awl 31 STP248 Glazing Bead, Bulb Vinyl for H6240098 0624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast ZZnc 33 13T0g Bollom Latch (@Sill) plum.6083.T6 39 Setting Block (V8' X W' X4') Neoprene 35A I IG Seltirm Block (1/8' X3/4" X4") Neoprene 35B UQ14 IG Snap Setting Block Vnyl 36 724044 13050m Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 M4054 Sash Tap Rail Gasket P01yelhylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 81226D Sash Bottom Rail BNIb Vilryl Polyethylene 43 Weatherstdp..270" X.187, Fin Seal (@ MR) 44 US16G Weatherstrip, .170' X.27W, Fin Seal (@ Sash Side Rail) 45 WeathersMp, .170' X.187", Fin Seal (@ Top Sash Rail) 48 vanes Balance with Cover 8 Trim Rigid ViWl 51 781PSOX 08 X 1' PH SMS (Assemb) Stainless Steel 55 7B34AA N9X3/4' Ph. PN EMS (Balance) Stainless Steel 63 Alum. Screen with Fibemlaes Mesh Vedas 70 Kommetling Kodispace 4SG TIRE ]7 m Guanex Super Spacer nXT See Shell 72 Guanex Curessal Spacer 11 for 73 DeNlnal XL Edge Spacer Maturals ]4 Dow 791, USE or GE 77W Backbedding Silicone JAMB NOTES: 1) ALL CORNERS TO USE GASKET ANOIOR SEALANT, 2) SOME PARTSAIPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TWES SIMILAR): JAMB INTERIOR IC Meledal INTF, 1 Min F� Steel Screw M ksl 18E Screw 95 ksi 4105erew 10 ksi Elco UllrsOm� 410 SSElcoG WRex® 7lkci jksiIB9 97 ksi6063d5AWminum 2 ksiA3651eel 58 ksiGr. 33 Steel Sled 45 kai vvnlvlVCLJ BY St. Lucie Cnunty MIAMI DADE ss®��t,� ly1IAhII-DADE COUNTY m 6" PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/eeonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or_materraTrafts<o meet there uirements of the applicable building code. This product is appr d as de ere ,and has been designed to c with the Florida Building Code, including 'gIL e ocity Hurricane Zone. DESCRIPTIO : Series "PGT" Clipped Extruded Aluminum Tube Mullion — L. J. APPROVAL DO NT: Drawing No. 6300JR, titled "Impact —Re ' uminum Tube Mullions", sheets 1 through 25 of 25, prepare y manu acturer, dated 08/29/11, with revision C dated 06/19/17, 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, 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 NOA# 16-0218.03 and consists of this page 1 and evidence pages E-t and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 MIAMFDADE COUNTY Expiration Date: May26,2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FT'L-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, 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. None. E - 1 Jorge M. Plasencia, P.E. Prouet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6t' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05126/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 E-2 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN E1(PERIENCFD INSTALLER FORME BEST INSTALLATION METHOD. OPTIONAL IX OR 2% WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. FIGURE 1: 2) ME TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULTIPLE MULLIONS tl'£llW wom FORVER11V11.9AL Ij-- SEEOLTM9 ARGIESTDBE t6C�®� HAVEBEENTESTEOAS'FREE-FLOATING•ANODONOTNEFDT06EDIRECTLYATTAC TOTHEMUWONQES, BUT SHALL NOT NAVEAGPP OFMORETHAN i/1'FROM THECLP. / AL.G.IF. SIEETSli �ISRAWMAR SIV➢E IS WINIXOADS CORRESPONDING TO THEREQWREO SEEDETNIS ATIRVD: SNFETSN SHEET. /SE5 D4TNL5 NOBPDMN AD.G)I: MYLL SNEEf6?i taGTn xaarzvSrN. MnL - �� LENGTH 3) ME ANCHORAGE METHODS SHOWN NAVE SEEN DESIGNED TO RESIST DESIGN PRESSURE MUW ONS ARE CALCULATED TO DEFLECT NO MORE MAN.LN W. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS 41 PROPER SEALING OF ENTIRE ASSEMBLY I$ THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND ANCHORAGE MR ME COMMON MULLION, SEE ID AMPLES ON THIS SHEET AND SHEET 2A FOR MULTPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGETABLES. ME LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHAU.APPLY. ING w 6) MEN FINDING YOUR SIZE IN THE MUUUDN TABI F%, ALWAYS ROUND UP TO THE N 07 SITE SHOWN ON THE TABLES} UL TI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. —1'.U.I. S XBNT ILOPENirvG SINGLE r I WLL wwu1 171 r rENDTx xPE nr t / / WORE vERrIfALAULL MUWON SINGLE MUlLIO `,-FROMRGUREIAEDVE CODESJSTANDARDS USED 0 2017 FLORIDA BUILDING WOE (FEC1, BTH EDITION •21114 FLOMDA BUDDING CODE (FBCL SDI EDINCN •ANSVAFBPA 1413S-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL ADWZ15 •AISI SI00-12 •RISC 35610 GENEPALNOTES.......--------- _ 1 INSTRUCTIONS :... ...... ....... _._ 1 ELEVATIONS_.............__...._.1 MW.TD2Y WOOD... .......I MALL T01%S NASONRY._.___ ] BLSTAL NYLLTOUAE YABGVRY__... —S NNL TO 6TEEEL 6TU0___._.. 3 NTFRNATATE CLIP$._.._...__ BAT X.l SJSTADARON_�_._.5 1 X 2"75 MULL SPECS__ ..... 1 %2%8T5 MBLLULSPEG._,......7 1%2T5XIS MALLSPECS......_8 IXV2 X"MJSPEC6.5__.B 1 %3.11! % Jq LNLL SPE[5._.9 1 %a XJ75 NULL SPECS_._l6 1%4X3T5T ELLS SCS-11 1 5X ..1MX MULL6PEC5_11 Im%Y156X00IJU. SFECS_1 12M1 %325 x.lo6 lNLL SPEta_ 13 tasx 6.35 X.6]4 uuLL 6Pecs__1a 1]5 9R4M.E .15 ]X 4 X.9S MULL SPEG4.__... 16 1 6XIII MULL SPECS...._.._... 18 1'XU1AY LWLLSPE._.15 30•%]]56AYWN.6PELS.._19 ENA.YPlF5t BI REFERENCE TEST REPORTS: FT481d3; ELCOILTRACONAGGREOATOR NOAS LOADWOIX %MULLIONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BUILDING WOE, AND AREAPPROVED FOR IMPACT AND NOWMPACT APPLICATIONS. MULLIONSARE ONLYTO SE USED WITH MT-APPROVEO FENESTRANON PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HYIQ 11) QUANTITY OF UNITS WRHN A MULTIPLE MULLED ASSEMBLY IS UNLPATIED PROVIDED THAT ME SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQURE VENTS OF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSFT+) FOR THE OPENING USING THE ASCE-T STANDARD, 2) CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR• OR•TRANGULARRRAPEZOIDPt•. THE h) FROM THE SAME TABLE USED IN STEP 4)ABDVE, FWD TOE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE W INOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. PRODUCT REVISED oa icomp)y' Ba WIU11Ne FloNea N". DceoA-xP. 17.0630.01 6) FROM ME ANCHOR ONDIVON TMUE ON ME SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CTRATTHE RPATTERNMAYAPPLY) TNAV ; ��ONV �At SB.ECT AN ANCHOR CLIP PATTERNANDVE0.IFVS) ANCHDR UBSTRATE/ANCHA RO -CLIPCTY PEQU RID ANCHOR CAPACITYISMET. . 'ViJOENSS-• T) IF THE MULLION CAPACITY MULLION CAPACITY DUNNED IN THE TABLE IS HIGHERTHANTHE DESIGN PRESSURE REQUIREMENTfIeS}TI FOR THE ND. BSTOS OPENING, YOU MAY USETHE•ANCHOR CAPACITY ADJUSTMENT FORMULA• TO OBTAIN THE LOWERANCHOR CAPACITY REQUIREO.WITH THIS ='a VALUE A LOWER ANCHOR CAPAGITYOPTION MAYBE SELECTED FOR MG SAMESUBSTRATE I I It 8) VERIFY THE DESIGN PRESSURE RATING (UBSEFP) FOR THE FENESTRATION PRODUcTTO BE USED AND COMPARE WITH THE FIN& MULLION CAPACITY ILBSIFT'1 OBTAINED FORMS MILLION SYSTEM. THE LOWER OF THE TWO SIALLAPPLY FOR THEF_NTIREMUUEO FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED W A SPISORC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMTT. DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EIIR9imE STANpMO PjPW NH. a WP MY Be IrsrA BIH OY rmsMEmaN. < '�— SEETPIIl.S EtiQEpLFNf sucF p tB"m •wm /,TMCIMEM OYOmFAs S SHM11 .. sREEf . .. ... . •. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BABE MATERIAL SHALL SE BEYOND WALL DRESSING MSMCCO. 2) OUMITITY OFANCHORS AND MULLION SITE SHOWN ABOVEARE FOR PICTORIALREPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHOR DISTANCE, THE CORRECTOUANTTTVANO LOCATION OF ANCHORS MUST BE FOLLOWED. REFERTO THETASLES ONTHE FOLLOWING SHEETS. FOR DETAILS A D, EIMERTHE STANDARD OR OFFSET CUP MAY SEUSM 3)ANCHORHEADTYPEMAYBEPANHFAD,HE HEADORFATHEAD. 4) WOOD BUCKSAREOPTIONAL, SEE DETALLC, SHEET A 61 FORMASONRYAPPLICATIONS IN M WALDADECOUNTY, USE ONLY MIAMHIADE COUNTYAPPROVED F COULTRACONORELCO114-SSAGGREGATORMASONRYANCHORS, DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) LNSCWRY III]IMS MN2.21EICCNAETEORCW FROM VIEW MIN2.IRI• •'•' t:,: ,: CCNCRETEq{CW' '1 . W. SIDE VIEW ERNERmE swa•+m OFfSETMW LLPNAY6E 19i/.LLEOBV TWSMETHCO. PRODUCT REVISED BNIId�nglWng MM 0. FOHaa NDA�io. 17-0630.01 lex&. iva Date 0512612D21 1 * No. 507D5 A. MIN MILLER, P.E. FL P.E.# W705 DETAIL E: DETAIL C: y 1iE. MULLION TO MULLION W MULLION DIRECTLY ATTACHED TO INTERSECTION NDrEs:��, MASONRY STRUCTURE MaiDry �(U-CLIP) 1) MAY BE INSTALLED IN TEE' OR'CROSS')Ig o (STANDARD CLIP SHOWN) INTERSECTIONS. �I V E9 sy 2) MAYBE INSTALL® HORIZONTALLY I I (SHOWN)OR VERTICALLY. N I TYV. M'WOR EmHIT� I Eu6TIMTE, 3)SMULLCLIPDRAWINGs.SHEET521-23 Os U o u PB[ES IBI.e TOP VIEW FORCORRESPONOINGMOWONWYSS �dI uJ Ym y� w NRY 1FOR 16Tp1LE➢BY 1 EWEd9TPN4E VWON W 0 W TNISIIEIHW. I MCNOR. VRRIE9-(�—{ G FRONT VIEW I wxuHSlconcRE.Edtcwl SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BE ND WALL DRESSING OR 6TUCCO. 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORWL REPRESENTATION ONLY. BECAUSE THE ANCHOR WACKY 15 BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE. THE CORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED. REPERTOIRE TABLES ON ME FOLLOWING SHEETS. FOR DETAILS A.D. EITHERTHE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HI OR FtATHEAO. 4) WOOD BUCCRS ME OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MPSONRY APPLICATIONS IN MMMI-DARE COUNTY. USE ONLY MIAMLDADE COUNTY APPROVED ELCO ULTRACON OR EL00 IM' S.S. AGGTiE 7011 MMONRYANCHORS. THECFTS... RECCYLEIDEGFW FW� MM O IMNDO. BIRAMY &ZOREVSEOFCR .B, FHRNET Z. FRONTVIEW EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH )(TER OR \� ffi 811EtiB11-]IFGR IIIXELOGI9MB mGE OISTMCE SEElOBIES 10.t]G SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5-20, FOR QUANTITY OF SCREWS SIDE VIEW. PRODUCT REVISED -IN Cpao Na FloAtla Buildi.R NOA-NO. 17-0630.01 ExplmtIon Data 05/26/2021 * . No. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) BRO.IV.18A0. �83IND3 MR NSTIllNRN TOSPECWCSIIDBtR/.IES SIDE VIEW BMPHH WRR t•X6•%,4S MILLI0.•1 DETAILG ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOPVIEW S IIISIDEOFYIILL DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) tV O O TOP VIEW SEEMUSISSORIBB v �TPmTP.sANlacsrlToRRAre axDdnnREeiwu mneeO un, 21. 47-D630.01 6FTAB4E9 t6tID � INIO WC04 sR�t NUM E.plmticn Date 5/26/2021 wr...STEEL, STARDUIDawioeE EXTERIOR ORw MW F%1EMOR {j NUM, C. OR IARSOVRY .0OWIFDIfKhlO. upl Mlolal-D Pmeuct Conim P IL f ®® I ®® wlowooO,crEEL 1 NUAI CtAJ ORMA50NM Ory El, � EWE O9TE ANOOR D49TNltE 2 EOCE E N 111 4 PSR/NC7tCR NOTES FOR OPTION N TpN;!,�?'N,y��% O P��: UCENSf'e/��F NOTES FOR INSTAt1ATION OPTIONS P. 1) VSE] ANGLE CLIPS PER MULLION HJO. CLIPS MUST BE INSERTED INSIOEOFMULLION. t 2)OETAIL G: SEE TAeLE518.14B FORANCHOR QUANTITIES PND SHEETS 21-23 FOR HOLE *; NO.58TD5 1)OEfAIL IS NOT APPLICABLE FORTHE BAYOR I.2CX211'X.127 MUWON. ❑ /,• ° 1t- LOCAPONS. � _.D : (� _ 273EETPBLES I0-130 FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DEFAIL H: SEE TABLES 15B OR 16B FORANCHOR QUANTITIES AND SHEET U FOR HOLE e9 ® �p�� •., ATE a� :• mom; 3)THEMCLIP IS NOT SUITABLE FCRTHIS APPLNATION. LOCATIONS.'. Fs.::°LOgION, - sYAGp a NAL A. L��1B. A. rP.E.ILLEH. P.E. °u FLL f'.E.#58185 Mul00nC table 9iR . 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IlskWi I F clwV PTNtW Neal M°II°r CIIP PdKd1119 POcnYTYiN 1•SC Ekolnlrtcm V4•EI[p UXlmm y1B'Ekp WVNM Yt6'F1co U0man 111'Eko U6n[[n IM'96 Eko AatMvlor 116' Eko aane.n 1/6'96 Eko AWRCwty p1061ec1 Game IG516[^v(B]I a1R 6ktl R1261etl =Fu.1 E¢mbY.f t 1• 2-Im I' 2.1/! bV1' r N? r 11R r °N- a51• o3'N' Ewvq�u t lily LY4` +3•[' i y4`I.1N' 41M' I.IM t-IM' 1AM 2- 1.LC IdT aMe S.1TIY.04.3YMInO G/9101de3afMeDeff4 N: Sam ]Wb 4Mm WRb Na6. ]N°Y ]NW ]]4be W4IN sale Nlp N30e WOm 4AMWn®1,I4 N'n.2G/fiMN1J(u0afe0CIp GR 2% 4wIW MIN WA WA ses WA WA Wq Wq IUA w2m !HY IIROp 4AncM3®Yb9n O,C /p)hapopNdP/ffa. ]% 1B1105 IN. 69am 1Wam seat. M.. WA IN. T4a N5 Balm lmsbm 69]la BBSC9 11R0b 2AroAan®0.15'Nn.GC ILLCII0.1rIn.tlYANn(B0.4F WA WA WA WA WA WA NIA WA NIA WA WA Nlq 115 W[ I MCAPI FCYpIM.9x +55m IGm 9'. e. au t. l aMe Inm Slam 15]m 3)2im 4nm +Wm RRIm 2wm 2Arvlrn ®1.IS1db.0.C/FQIp Na 6% 2Y'm ]flM WA WA 1WU WA WA NIA WA WA N1m N2m !W is INOR.,.. Int VrFaG1 ulr•wt'.' I CRI.vY -/.aincal...-- FIGUREI: FIGURE T. FGURE3: ANGLE CLIP MUST BE USED IN PAIRS. RGURE4: FIGURES: FIGURES TABLENOTES: 1) SEE SHEET 1 FOR NSTRUCTICNS ON USING THETABLES MO SHEET n FOR INFORMATION ON LOADING 2 JTFORTAULA: .ANCHORCAP.,e RE-0UIRWENTFOR MAYBEUSEDTOOUALIFY OR OPTIONS FROM WE PRODUCT REVISED 6u0ylnBNngl112, the Florid. NOAJ3o.CCootltl 97-06]0.01 ekpbatlon Dote 05/26/2021 By Mlem ]eeee n ry SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .� LIXID• )-- ]) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE r 3) MMUON ANO MULUON CLIPS SHDWN ARE NOTTO SCALE FOR EXACTDI)AENSK)NS, SEESHEETS 2f-23. HOLESTOBEDRI11EO NTHEFIELD FOLLOWINGDMENSIONALRESTWC]IONSSHOWNONSHEET321-2J, 2.00T[I FIGURES SHOW SUGGESTED. APPROXMATE HOLE I TIONS. ]A .12s• �.] pNV LYNh 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AGI 301 SPE(CFICATION9, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE PRESSURE -TREATED �� �•' 3.1GENSF YELLOW SOI@ERN PNE WITHAN SG OF O.55. ALUMINUM SHALL BE6B6:1-TSANO BEAMINIMl1M OF J1 ;} No. 58705 THICK STEEL STUDS TO SEAMINMUM GRADE 33ANO.045• THICK (18 GAUGE). STRUCTUMLSTEELT0 BEAT I•X2'X.125?NU1UDN LEAST .125 THICKAND MB. ALLANCHORS INTO METALSHALL EXTEND ATLEAST3SCREW THREADS BEYOND = THEMATERW #106#12ANCHORS INTO WOOD MAY BE STEM, IBA S.S. OR410 S.S. A MUIEBX CopL.Ity TYbk O,w, WNM(gX MlyapmNtgmUWO DFOpenln9 HegM(Axhorim6rycPaMlg mJSDIu) SOM WF t0I, Wh Won IWF 120 1WF Rem 1.2 aAT6 RecNANiv lmiFi ltap'M1mp C Pe[1WUW LmIN Te,'e1 p. l®4N R...w. L... TIMn1ap. lta4B ReclaryNr L®CW Tnylyry Laa15V flemmWlel Laa1�ro T�IAero. 4mm RabYU]t lmbnv RapfMq IvvhV Ra' ,W Les9ro Tmp'IAap. InaYR MdvpWal 4rGF3 Ta{Rllal9 Im1W ReNs;uW LteGSo TpTAat4 lax'W AWm. 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Yj3WPe ]]9 Ra WA I WA I WA IWb WA XG WA NW N'A NIM da21a WOb I NUIK YUH I XC V FYJe 11A11 W C I nc-----1-mn --- - --- FORMUTATO CAp.- PRODUCT REVISED "comp gY2Itb 0. md" Doled.. oEo NOA-No. 17-0630.01 erpira6e• Om• 05/2672021 FIGURE I: FIGURE2 TABLENCI - 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 26 FOR WFORUATION ON LOADING, SEE SHEETS 23 FOR GENERAL INSTALLATION METHODS. -j I.Wo. r- 2)LWE INTERPOLATIONBETWEENMULLLENGT MDIOROFEWNGWIDTHSMALLOWABIE FIGURES 3)MULLIONANDMUWON CLIPSSHOWNARE MOTTO SCALE. FOR EXACTDIMENSIONS, SEESHEET821 M. Z�• 1T11II111 fr • • • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPftOXLMATE HOLE LOCATIONS. .• �SCENSF ANGLECLp MUSTBEUSEDWPAIRS. 4)SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED �S" No. 58705 CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C . WOOD SHALL BE PRESSURE -TREATED -* FIGURE 4: FIGURES: FIGURE 6: YELLOWSOUTHERNPINEWITHANSGOFO.65.AWINUMSHA M65 TSANOBEAMNUUM OF.125 1'%YX375'MUWON • THICK STEEL STUDS TO BEA MINIMUM GRADE WAND.04S THICK 18GAUGE). EiRVCNRPI STEELTO BEAT LMST.125•THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SMEW THREADS BEYOND DpO.(� TE F�' MEMATERIALOO&#12ANCHORSINTOWOODMAYBESTEEL,108SS.OR410S.5. A LYNN MILLET, P.E. rol�u.a MMmon Ca E TaE1D 04s81' OpenlnQ WIa10 (]U Yaaimlly-spel]ire SON WID TON am rtutiom) or OPenln9 HeIBM IrOrmAmrmPAApeNSrQ BOIn 1WN m251om) 12ON 1101n 1WIn taL}6A R[[ttn&h, Tie]Yi5a9. lyyny WtWOMR Luang TnOTavnO ImM9 RMmy:� ImMD TrzRnmB luanp IbNDPO[[ EvmAn9 T[ynen9. EpsN9 WLWYh[ I¢6V TnP•BIrtV. Lad, W[@,Ola InaWO T9kl O. IUEn9 R[LWWIn laamlp TItP•01[M. lm5p WelaBYh, Lmd9 Tmp'NmA lo+an9 Wt1an9Wef beilq RSMNmO. b[M9 275A um JS p, no.0 @0 1]0.0 Ns Imo TN 1m.0 IN 1]oa 695 n0o Sm MO 093 tA.O E+9 170.0 ina 110D -1 I]0.0 1. InA a iN.] TIN Ila. 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TABLE NOTES ANCHOR i) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR MCIT DIMENSIONS, SEE SHEETS 21-M HOLES TO BE DWLLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHO'AAJ ON SHEETS 21.M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORMTO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETEBLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOW SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF OSE ALUMINUM SHALL BEBOD3TSANO SEAMINIMUM CF.125' THICK STEEL STUDS TO SEA MINIMUM GRADEWAN0.UTTHIOKQBGAUGE).STRII UN STEELTOBEAT LEAST.125 THICKANDA30. ALLANCHORS INTO METAL SHALL E)CIMOATLFAST3SCREW THREADS BEYOND THE MATERIAL, ME G412ANCHORS INTO WOOD MAY BE STEEL, I"S.B OR410 G.S. .ANCHORCAP.- THE'ANCHOR PONOLNO TO AN ENT FORTHE HAN THEMUL110N IF THE SELECTED 9UMANCHOR ) TO OUALIFY FROM THE PRODUCT REVISED 95 0Eing IY wlih the Florida NDA-N0. 17-0630.01 Enplmnon Dam 05126/2021 BY 511am mauel Control * : NO. 5B105 58705 Or MOliloe came Tablo 9 0'..1, WSq K se. M]00WIIm¢)-b11 nlnp HeIaht(br to PoMr0 wh So 700 Nob) OOX Sell I tIMb Main 4bb 115.11I RmtNwtr [Abaft rl¢rAUY. l[N6np Pwbal"' WaMB T2plllaq LmdaO RetlmpMal Iw6np TgRAmA LAWN Pz lmtliq Mtlarp Lpadry R.,aSAW LMM TMTnmp. I..d Ibalm610a LwMO linv%3 IwSUO Load. n0. LwJM 0a[ieNMY Lm9n0 TreMAm0. AN PwYnpWr 1¢Mp Tgl]An9. -N 693,41.. 55elien fi 5g6$' pi yyefie g a a� a.-. yg�g S g sy a giggg, [�p3g kL 3uy @$� 5g 'pq $$R Ep [ai F_ N Y§1 Fg S $ zl pXu a F m EyP_ yIp ll ag5 ��g g9gg �� ag� !P �¢ yu5 2 e a E_ 11 a$1 ]2, -a uN tlLe no tma +]s 1m.0 r0+ +AB em 1710 Q-0 170.n - tmo 9@ t o 6u nao me naa 41 Ira0 tz+0 Imo szl nn0 u® Iro.O s)1 tse2 lem tm0 no na0 I- 'a. QI 4 no 1m Imn m Im.9 eN Irao Su Imo am nnB N 1m.d aN nno IPs 1m5 Bn tmn un 1mA eN ul.r m ] tms un traB so tea] un nao 6M SaMIF 0 ra tm.A an Im.O ei1 tm0 WS Ima IWe +r0.0 99 Im.o n05 Imo Y!] t0]II +me Imo m I+fl] Ilm Imc > tas 12W Imo IY VA 11A IA]0 )50 Im.o mr na0 0l: n0.0 BA +ma E91 non mfi im.0 m] 159.r 11m vA0 !nl u99 m0 nB.O BA fine Ifl3 Im eY 1F] nR nao m.t n30 tma eef raa 1f]0 fln0 e91 IS n0.0 0S n0a )Bf Itls %! IM3 ml VLS 913 u' 5 740 Jim.. 91s 1R3 ]v pa0 9m Me YM m.9 e55 lie. TN m2 44 m5 520 915 HM 715 SU 019 MA m5 PF 151.0 No 1611 710 im.! NO IAQ M INS 030 12U Na W.9 030 1122 em 04.4 eN IOIO 60p 75.9 On 111 5% US e30 WS No U2 e30 W.1 No ph eN 94.1 N9 NF 1RI )N +IaO NO 110.0 TV 110.0 0W 91] r9 I0.9 W OL, TV W.1 611 ]U mr N.1 OW 00.0 m) N2 ON 55.0 rA m.0 50 172 757 m2 M 41.3 m) m2 Sol ]31n Intl 0Y f00.B 15] G.L 9N 91.0 NO TL1 6M M1 M eno M m2 521 M! !N Ns ... 50.9 8% N.0 500 1]A v73 SN Y.] fi30 59.0 K) ]1.B 8m N2 191 mN M! NI Aa4 I9O m.l Sm 1fle 460 e. 11 N.1 up N.1 Sit N.0 Q1 4a0 5i1 N.5 4N Q2 VI 51.0 41A Sao 511 0.0 451 N.5 5r1 "A 4Q 2].0 671 Nd Im min NO 9Q BU Q4 Nn 542 )a0 4N .1.1 W 62.1 AM finA W 50.7 Qa 4M an at O N2 O! 1P 33.1 W a9 +m 368 N3 00.0 QS 2i0 W al Q] NN 6L1 40) N.) Mt 4n4 4W 4U OS! A2 1N ".38 N9 O2! 4N ]i3 3Q 2So 4N R.1 /A1 :9e n]4 31.] tl1 N.+ ]P 155 +0) 24.1 ffi 18.8 Qi 9.0 5f9 WF .0 SH Q.1 NO A.9 ]N ]i2 3U ]N Ste e2A NB m.0 TA 20.8 3W us ].V m.1 li-101 NO MO no 119 ?U 21.0 w 15.9 ]N 1.2 214 INF 3n1 25! 211 Y] 9S9 '!al 31.! 2N T16 24) t0A :W 1B9 2N 1flt m3 1B0 2N Ifl! 2]1 111N PO M -W 211 ml Ae 2m 19.0 2T MIT m5 17.3 217 m] no 1L4 M 10.5 tAF PS M 2E = P2 TM f5] 2ID So YM 16] )E tfi3 A3 Mcler c T.ble bd Neo 1h W¢ffi aSLCwe WIw CNU fMOAI iRtMae Yead MLIIorCOP Pntlem. YIP FknNN[cn 1MF3cp LIPEkO e0zw Y10'WwlTrrm 1/1'Eaa YMpw "I a. Eke A99+aM' NS El- XNeval 1N' Irl ANrtGONl ilb@stl 6aty ND IMBIN 6ama O331 512£N ea EnP IwM[e m1 r ?I? o-Y0' r AI,2'M-A r s110' r aQ' B.N• B9zriM w4' w1.9N• lar z L111' LIN' ' t-va 1.w• z wS 1ST'mlla .V09n I501 @N ISe NI La IDn Wa 3N IE[ e 9fllb &al6a &C0e Nllba Mzltn IdlbIAMOSAILITIl 04/ 9de1M09CDC9p IF9. 22 10nM 3WbNIA WA NM WA NOW WA WA WA fi921b 9A5 1190W NBPa IBNIba N06a NBW J901b emlpa 1A9216e SNlba B b 112nW WA WA WAa WA WA WA Wq WA WA WA 1151 99W 1%M on. ufiW @2W IxiW IIIIm 6. 1NW aLIW mW ININ 2311m ano.A WA WA I9nlb WA WA WA Ml lba Q21. NOIS. CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. W EDAMWEUMIWUTCAHHLE0IF R CAPACIYWHICHMAVBEUSED G ACANCHOROPR]NSFROM ANCHOR CAPACIAYTABLE Y HErUH ( .(CMC� DVALUESAREUSMIINTHE5\Y E0NSSSHEET24. '1 y3 /A q FIGURE I: FIGURE2 TABLE NOTES: }( 7b / rx � iJ V --' LOOP r- AND BAST 25PIF0PNATI0N ON LOADING. . t)SEE i0RINSTRUCTIONS FAR T0 TNGTHETABLES SEE SHEETS2i FOR GENERALINSTAf1ATi0N MERIC4R. EEM2 2) LINEAR IITTERPOLATION BETWEEN MULL LENGTHSAND/OROPENING WIDTHS ISAl1DWABIE. F: RE3: 3)..ONANDMULUONCLIPSSHOWNARENOTTOSCALEFOREYACTDIMMSIONS,SEESHEET521-M. 2.750• • • HOLESTOBEDRILLED INTY.E FIELD F0LL0WNGO�SI0NALRESTWCTI0NSSH0WN0NSHEET821-2n • . FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST REUSED IN PAIRS, 4)SUBSTRATES: CONCRETE SHALL CONFORM T0ACIM1 SPECIFICATIONS.HOLLOWANDGROUT-FLLEO IIL fi50" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GBD. WOOD SHALL BE PRES3URE-TRE4TED 1 FIGURE 4: FIGURES: FIGURES: YEUOWS0U1HERN PINE WITHAN SG CF0S5.I4UMINUM SHALL BEIANG-TSMOBEAMINIMUM 0FA25' . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04C THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT TEND THREADS BEYOND UEASTA 5RTHICKMDA &AUL CHORSI000 C10&#12SALLRS 1'X2T5'%6:D'MULLI0N ® INTO3 OODMETALSHALLEXIFNO OR410T33CRE9V MAYBE STEELAULE THE MTMAT 0R 4105S PRODUCT REVISED BUIIJinB lyenB Qitb qe Florltl. NOA-Np.cc EEee 17-0630.01 Ea,pir.tl0n Date 05/26420211 *: NO'58705 P.E. MWIicn Capatalts, Table bath) CONOCO, Width(for. U%-pa1DI11B m12iNa9)or OponFO He'IoAS(hr rMn,Mlyap AAIrg mUUABB) " SON min TON mN I BON ImN I 120E 140E took, 1'A 3.125"• SO,Mr,or Loa910 TIapnmo, L[a0n0 R[o6nNly U aw ROon.O LoaYq Rot..v ImSry RWMn6 'AIN NeOmWv LmSnB TIAMXmO LAoI`O1 RealmWlV LoMeO T[40NnA. Uld. R[NaAo. 1, T®NrMIW U.Nra RANaNia W.dIIN TrBo TnvtO. WoOrn Fxbr4'Iv 1 Nk hWTAvn4 Wd, RMWdv Ineduq TWManO We , Sao"Alum T.INMNB p I �-_ E _ s E ,n6 �'_ 5 f ���e i b$ F U &s Fy a ,§ F 2A0 p Pg �z yP I tg- G`@ �'_ 2 v 3a p%_ u� 6a t' Bi40 _ �q' _ 2, 1NA OA INS M INA )4 Ink 4T0 17U am 1)0.0 WO 1]0.0 0S 1R0 519 IMO Ills IRO 521 IAA 1240 IN.O RI 1]O 14U RN 4t 1M0 IIN INS 41 IRA AN INN 91 46M 1]0A Tm "a ON 70.0 AW 1]OD m4 INA e@ INO m0 INS 1133 1100 m1 1T00 129 IAA WT 1MA Ut] IA.D am 1D) IM 170.0 m0 13M 15]) INS m0 IN,B 1017 I]Oo NO W.®Sln 1]O.0 TO 1TO.D m3 1A.0 BN P¢0 ml 1100 10N f]OA 91 9¢0 1105 tA0 ]L 1]¢1 1145 1)0.0 AT tA0 14w IA.O Tm 14.] 1493 170.0 T.8 IIIA I495 1100 )5B 1m.5 4495 1MD 1:A NIn 1NA N! Ink all INA AW 170.0 mi IAA Ilia I]¢0 ]N INA Ism Ink 0L Not 14m INA A9 1405 iNt IWO BW 124A IIN 1ND ON INS 141 79D mt 03.4 14N INA m1 min INA AN 1170 TO1 1100 INS 1N.0 )0] 15&5 1159 1N.0 5la 13B.] f1m 1aTA AM R]d 11W INA AV 111.0 1159 119.T 010 92.6 11m 1.4.5 M ISO HIS 14.5 BN a91 1155 NAA m3 0at 1]00 WO IA0 HS I0.0 INS INN AW 1311 Imo 155.5 OW INN 1N0 111.T MO INS 4. tat m9 M9 INS I25A An N. 1049 110.3 ON m.9 iWB 1t0.0 010 5&9 INS IIAA a1B �5 Tp so at Nets WS 1700 709 INO 'am 151.3 AN 1191 BW I217 TN 1m2 &15 10.4 no RA No 1126 NS 53A 05 iX4 ]5] m.6 am 0.8 74B EO.a a. 09.7 )b 521 am N.] ]b J^ RN . no INN ON IOU No 114.0 02 91,A ON 101.1 m0 m5 m3 612 mB NA Am osk 4a a43 aN ]&6 W m3 aH ]E3 But b8 Om 69.0 620 40.1 No N.) ON 3 NF I0B3 ]21 I1{1 ]31 0).0 81a T&0 RI am m9 m,2 = T&S m5 m.] R1 N,1 NA NA TJ1 NA STB AM NO mA mB 38.0 lEl b.6 So4 SAO RI N.1 AM Tsh NI.O aN NSA W 814 5W T13 m1 T&4 Us N.1 W NI4 W m,t m4 m,4 ma 505 M 3" mt 421 a81 511 NO YI M 513 SA 31A ON W.a SNmD OSA SN m.9 614 ST.3 4M 4!A 5N mA 40 41.1 514 416 43] X5 514 405 AN 2 514 3]A W 2]F 511 3].0 412 215 SH NA 4m BOA m4 bA MSlE 0.Y m.l 110�2 AM 4].0 3m 3A] 4R 400 300 AB 4R NA W 3D.1 452 32,0 9)B 2T,1 152 30. in ]2A 4R N.0 YS IBA 45d L235B 10.0 IW ES 355 imD 30.1 35) NO 35] S3T 311 3I3 3aT 2BA 312 i1O 25T 250 808 11.1 35T 2LT N3 IB.0 IN 210 No 15A ON to.0 V3 13.a m1 12at 118 34 150 283 111h 25.1 330 15.a M m1 301 29.0 P6 M.1 EBO 11.0 S6 23.1 NO 10.5 331 ffiS 198 1T,3 Sa I0.1 1N 1IA MS 10.5 Z!A 125 .0 14.9 2)3U. 3Y 'US12031 2i.) 2m `R.2 2N 'Il] 259 19A 289 N9 25O 1]d RB I&1 2W 15A 289 19.3 11B 1&0 3aB Il0 210 118 2m 12.6 No &9 190 1f.4 2'.A &T NO I(A NOt M[h llcakodw Tome no., 91mbtlC BR fbRItlO &53CPIC HPbM QAV FIIMCNV I NO NCa MchMCIIp PaH[ma M.[Na TSDe YIC EI[P U[aln llf IX[UDeton y19 pm umaeon 3'IC ptP Us.. "Al-MeOn 1/d'S9 EDo Ano[Etla[ y1SFltP lwaam I'll SS FJm aNleav HO Net scroslca) a1R5121 stRn Est MR3rttl OtUND1 E003O9a¢SOn3 3' RNY 1. 3-NP SIR P 2AS V 2-ir S Jt9' Y 0- 11 05Rf E000 . n W4• IYd• 1JN' 19'4' Y 4v, i-V4• 1.114• I-IIY 1.11 1-IN' 2 134' 1. SAO ®4]9'Ialn e.Ll 11SONSvomn CA ft tk °.®103 Am PI 4,51. Mir, I64M 9D03 ""A 3m BA ]delm S41M 6GN I. ytle[ 441E 9-0Da d ArcNn®1.tYLM Saxna, eh C1 91' 1m Da U. N/A WA NIA NM 3mlh N/A WA ILIA WA WA 6A105 Bmlb tlm lh 4mma®YVF, 6C /('A'di A19k CYy3/QiB 3j ]MPS ]Nb m11Aa 15maA 1031E Ha1M Am 1p N4 1A011B TIB IOa fro. 1aNm 662iM am lw 114lm 3AMW30 OAS 69n. O C l UAg Nb.11P. TIS4k NIA WA NIA NIA NIA WA N0. WA WA WA WA WA N/A WA Inah I ArtM/f.v 02W Im D3 1m105 2A� 4[6W 6R]M 193P3 1b Ya IPIm y01w 16]IW 'K131b 431@ 1NIw .1. 2mlw R PI[fAn ®I.IP I/iROCJFCAVlNO 6j 2W D3 Bm IN NA NIA WA NM 1m6a WA WA NN WA WA N11M 441w !®IN NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS .ANCHOR CAP,,, THIS FORMULA TO OBTAIN WE 'ANCHOR 4CITY REQUIRED" CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE CAPACITY WHICH MAY BE USED TO OUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACDYTABLE. PRODUCT 99REVISED BuilAinBiCVA.AowIN tho Florld. NOA-N[. 17-0630.01 E NANAUoD rote OSJ2612021 FIGURE I: FIGURES; ® A © TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES ANDSHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS NoALUTAAEIE 1-1.DD0'-1 1127 ` pNY LYlyy /'� FIGURE 3: 3) MUON ANDMULLION CLIPSSHOWN ARE NOTTO SCALE. DIMENSIONS, SEE SHEETS 21-M. W THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS21-21 J . y10ENgF A(��( . • • �' HOLESTO SEDPAIFD IN FIGURES SHOW SUGGESTED, APPROXIMATE SOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND GRCUT-FILLED '7 FIGURE4: FIGURES: FIGURES: CONCRETE BLOCK UNIT(GNU) SHALL CONFORM TO ABTM C-90. WOOD SHALL BE PRESSURE -TREATED YEUUDWSOUTHERN PINEWITH MSG OF 0.55. ALUMINUM SHALLBE6C63T5ANDBEAMINIMUM OF.125' / •T Ti-•� p0 '. OB M ® THICK. STEELSWES TO BEA MINIMUM GRADEWAND .045- THICK (18 GAUGE). SWUOTURNLSTEELTO BEAT LEAST.125'THICK AND AS. ALL ANCHORS IWO METAL SHALL EMEND AT LEAST a SCREW THREADS BEYOND OR4ID S.S. pX1125-XA-MULLION (I-WMULLION) TE "ta 8(J '��//S,!zYONAL ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MY BE STEEL, IBAS.S. E.E`G``` G /IIVmN.MIlk FR PF FL TABLE 6A Mahlon CBPBBIIy Table PSI Opening WMM (brwNmly6p OrrM rNAM4) OrOpening H0lghl (Nr1o11mMey]p6lFirg nue6oly) tail 60h 70. .1. SIGI IWb IPh Ilo. 160N 1i42.t" RrcbWlr L."N, TnWMW. LaMN R%'mTiv Lm6N0 Tre,I Im]n0 Gs,. er Lml, rvNVIO. Mro ikeNJN4m II TRWikN L. Rec ON IN.00 TeP']MnS.ON bMIOrb, >r6MllNe, lwflNO nraou INS, TrvRNNG W9ry fe4w ]md.0 ]reYiTmM. IevBrq Sh.guer Lway Tr4•illNo. LaoAry AIIIe.Tube tduDan a_ .� all E7 $LY' 17E y� ] ra .. cq�q E t• �S� �., �V= C Fu {{_a d� kL 8 Y 5 '39' b6 B 3 ^8 F �a kE ap €ry Ldr.. g$ Pgm�'I �p� 'k 9' �.. $^ & 6 s�y .0 a � F � F k� F �F$ S $• ap C p.. EC t§y� 01 y� k!. 12N 1160 BM 170.0 45 IN.O 70 VMO lP 170.0 IS 1TOA 058 1TDD MI ISO 510 III H18 IM 621 1N0 R&O SO 170.0 NW IRA MI 145D 109 1N➢ 521 IZ}.e 105 170.0 621 NN 1]40 NB 1N.0 6]{ tN.D B50 1]D.0 5& 1]0.0 093 1740 66) 1]40 1In 1N.0 MI 1N0 195 IMO 6i] 10W 1700 60l 1M-0 130] II0.0 6B0 111.7 131J 1]11.0 BBD W.] 1]OJ 170.0 6B0 'AQ]N IN.O ill 1N.0 YJ IN➢ 698 1704 Ell IN.O tON 1I0.0 60 R0.0 1105 1N.0 TD 150.1 1295 1N0 >O Ib5 IN.O 7M IIL1 195 InI Do 1WA 195 1N.D F.6 WA fA5 1N.0 768 Wh 1Nd TOl 1N.0 012 1N.0 4>8 R0.0 B91 170.0 1118 1740 iW 1%.l 11BB 1100 eoJ 1]T2 115E 1i0.0 Wi IIBB 1]OD 868 1[Q.0 1158 1IP0 OR W.J 1180 1740 BB1 ]}3 11N IN.O MI Wln RO➢ 061 1700 l01 1W.7 IN 1J0.0 ]4] RtA 1W2 I61.1 BE 10.4 1W2 1.1 116. I= 1W2 1388 @1 id2 ISO 791 U4 IM7 125.1 N3 71.5 151] MI ]@ 625 Ntl 12RI P2 "in 17DL BW 1]0.6 ]{5 1N. b2 1818 010 1206 0'J2 IMA }BB 11]4 W! 1]1.0 i6] 100.0 -- B92 111.1 7H IS III.' ]Y ]SB 6V1 1LBA N5 81.0 ®2 ISB.D ]N 5B] %1 1540 ]M @la 165A WI 170.0 769 1]7A W] 110.0 709 11fl1 M} 1]0.] i8 10]l W1 1HT ]83 919 BC] IM.} P6 WT 10}3 ]T] BBB Ol} 85.1 719 rB.t Wi W.0 ]11 51.] W] W-0 ]11 TIM fY8 fiW 1U.} P] t1]] MB 1]1.8 ]L T.D WB 1068 AB W.5 W9 89A 6W ]Sd N9 B&] W6W5 @.] aM Ffi8 0W'PUS]61a ItB] ]@ 1m.] WS WA 1@ 1@8 02 US RZ Mo M0 = JIM e0.9 @9 e41 7@ P3 F]0]@ SO OR 481 T@ @.B MO ll] N2 MO 59] ]61 ]@ MA 595f 7aN 100.9 ]M II1.4 6N MO TN 944 @1 }6A M UP MO MA P{ 74A Mo 0.4 724 GJI 5B1TG 1 W on {1.6 ]N 67.3 SP MO Ys4 94.3 667 314 YH S1S `IS SON fl90 619 ]IA 1N SIG W] 0.7 04 497 W @➢ {66 pd 6M O.1 4V MA So R.8 SM 80.6 I. U. 51] 31.0 l$ W.B N] ]21 4iO 21.7 543 Ml 46 MN 6i.] IR M9 4R a 41W.21'4 4]0 4fl] 41 ..9 47B lJ3 II2 15.0 1]9 SO 406 31.6 478 31A 4W 20.] 4]e IlO 396 2B9 4. 2&1 309 SIG 4]e Do Mo GO 4I8 21] ]]e 1.11 MOI ]TI 41.1 NI Do ]P ]LLO ]N 253 BR 3e5 325 22l 3]} MO J21 A.1 J11 IlO MT I&A In %0 ON HA SIT 17.1 ]M 4i1Bi] D.2 ]5} 2A4 MO M8 OR De -10SOR201MI 1B4 ]IT 114loth ]9] JN SA 3N 31.0 ]M 21.7 1l0 1&3 Wo 192 an IGO 9B HA . IU In 17A 21i 1].2 1W TABLE BE An.NJ,NM.IXvTUl,I SUONI,c 2R Camnc Oft.1 HaRN WU FItd WU "NOW III AacharapPaC90nB AmM1yW Y16•EIep WRtM tk'Elmllacm S16•Ek0 =l L18"EkelWaCon I-.-Uha[m 1H•68Eko N'18. NIr ES. 8h91on 1WSSEb0 ABCreG01tt SIOBhtl 6oTr'(G61 M11Bmtl #126I0.5) 112 S" fium lGS) B a@• r atrz' ] atrz• or 3-IM r Goo Om•EIFOMEW, M 61- LY{' lY4' 1-44' r 141C I-114• t-IN• 1.114• 1-118• 1-119• 1• I.Nr IS2' eI 2MFMe ®l.]SMh 0.4161mWtla O6eNtlplFp 162k min M. MOON INS 1M S441N 7il.le mi. Im. POIW On IN MGM. ONI. MI. 1J2. ... 4 A.S-9® 15Mh. .Cl 6h NON IN..III C09 III I ]ONO TM@ So" 14101. OSE. N/A .1. NIA GOON WA MI NIA MIN SIG IN MOVE BArch- 0 LIS Mh O.C, I SSI IoIOmaq a,ft. 49 6M PB 140 ON WA WA NIA WA ]OIM WA WA WA WA WA imm 1M IN 2N61W 4At[.ao, MI, O.G}pl DO ANIN (]hn11FW 5] TM ON TOOa So IN 11MIN 1SOW HMh] 51 WA no N] ]401. OWIha to... O2 MI .0Me 1120rm li Anelg900'MInO B.lO35A+p1eOplffV-0 IIm S. ING IN 1VMryi .4001 SOHO. BIOIM .1. WA 11401Ia 1IPIW 9N1m am. I@26e tur Ml I 4Mbrs® OA" Mr. 0.G 1.0, DO IS• ANn(F, 77 WA WA WA WA G. NM WA WA WA WA WA WA WA N. RIDM 2A Nem 022T Mh.OG/FL141F4. Sk ]OIW BMW I90 G. Ro Na 476N WA MIN WA J1SM N/A 4W01 WA MI IN M21N M00f 4ANJON p 1.15- Mh..1 F41 IFO e% ODIN TOW WA NIA N/A WA :Po lot N'A. WA N/A HIA WA W]Ma 095W IU'OIh1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VAWES AS THE STANDARD CLIP. THIS FORMULA TO OBTAIN THE ANCHOR TABENOTES: FIGURE I: FIGURE2: FIGURE& FIGURE4: FIGURES: FIGURE': 1) SEE SHEET I FOR INSTRUCTIONS CN USING THE TABLESAND SHEET25 FOR INFORLIATION ON WADI SEE INSTALLATIONSHEETS 2-4 FOR GENERAL Fri�MI • 2)LINEAR INTERPOLATIONINTERPOLATION BETWE NMULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE • • 3) MULLION AND MULLION GJPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 211 FIGURES SHOW FIGURES: FIGURES: FIGURE): SUGGESTED, APPROXIMATE HOLE LOCATIONS. ••• •� SUPINE BSTRATES: CONCRETE • BLOCK RM TO TM EL 9BE A L SST(EA OEAU(.SRALSEE&OBEATLEPSTTET ICK ANGLECUP (FIGURES 5&S) MUST BE USED IN PAIRS. AND A35. AL -ANCHORS INTO METALSHAU-EXTEND AT EAST 3 SCREW THREADS BEYOND THE MATERIAL 00 & N12 ANCHORS INTO WOOD MAYBE STEEL, I"S.S.OR410 S.S. FROM THE PRODUCT REVISED Gore plyCin ldhigg wlMt the FloridaD.iotle NOA-No. 17-0630.01 Bkpir.BaB Oat. 05126/2021 y 1 Dao' 1^ ,I`aQp1Y LYNN �� •�:'•L}GENgf * I� No. SBTOS T .125' SATEIII " q0R107;: T NAL E I X6-X.12S A. �IA Lm MULLION �, NMI TABLE ]A MUlE00 C.pacIty Tebho Ibadi Openinit WAIN(rorleMcelryapeNglg m1]90A9) Or Opening MNightlim hmitant Ys m1a,naII 601n SO III Min WN San SON 11 1106 1600 1205.3]8 p°olmgil9 NWry 1tprtAm0. bmnA IlewaiWler Lo[AIn, RAYtAsp. LAUD Re[ImpLr Lawas. TnpT6mW Unnas RexWONer laain0 Tnpm6 �0. LNOM Rxtn9NAr Mi@n0 TraBrtevlry Lwdn9 pe[gnpeYr Lang TINpTOag IMINA Pe[hnpWv Lmdrq TrgUlAan, Ute n0 SatuV�AR b[O,p TnOmrial, Ne9np atUatsar ImMB TapTnmp, bldl0 AIum.TWe S.T. MONO 6 sg >?_ SSpp #$' 5� ggyy G } fi 5g yp § y5 yp fi gg yy S qp @ ep 5g 6 qU Ng 6 �' 6 D5� 5p 55y qp S yp � a 5y 5y 6 5g e a 23 i@ B EC lzln Im.o 6zo IroA ws Imo >Ia 90.0 1m Uoo BBe uo.o 5m 900 891 IicA 6w Imo 1110 ROA sit bo.o 120 1i0o Sit tAo t10! 170.0 6]t 1]o.D Ins ImD ul RNA(tN] tlo.o szl .In 1111 rm 170A R1 170A es0 1MA ON 1]0.0 OR IMA Eta INS Im] 1m0 Wt INS 1275 Ina 01 IRS Nt7 TMO NO t]00 Imo 17U 6W IN.O IS]] Ina 600 ISIS Ms Rat 6W fiD.OBN ITAO ]a] iWA Y] 1m.0 698 ROA eA ROA 1D98 170A 661 1ID.0 Itp• Im.O TSJ 170.0 IJIS 1m.0 141 Im.O 11W 170.0 ]SB 110.0 Ins bA0 T•-0 tYA IB10 1]0.0 l68 iM.e IBIp Im.O ]58 Min tiAO ]9i 1]0A M$ 1mA 856 1m.0 651 1]O.p 11m t]DA 731 1r0.0 1375 170.0 WJ 1SOA Iwl 1mA oT Im.c ISW 170.0 BY RSPB IRp 110.D A41 137.1 IIBp 1mA e61 120.0 1]BB IM.D 081 601n f]SO vet 1]0.0 ml 1}D.0 1mJ 1M0 18] V0.0 1010 t]0.0 Bm Im.O AI] 110.0 Wa 1N.0 iSOS I70.0 09S ISSS 1dB 170.0 10]] 1ffi8 1810 1]0.0 10p 111A 1910 90A 1m] 973 IMB 110.0 106] 6Nn 1m.0 WO 170.0 }a! INX 1110 ITOA ON 170.0 MOI1 IMO ew Ina IW 170.0 105 IMY MU Im.D Iaw HIA 1W2 IN.O Im 11i.S :w 168.5 11Y 1m.} IW 16i0 IM7 Sat 1642 ICA 1157 Aln TO. Ma IN. m] llp.p 11W 170.0 MJ t]AO 13& ITDA 1. MIA t@ 1m.. 1NA 112, HR 1. IHB R6! tw3 INUS 1110 mr.l IIR fO.6 111R OI,B 11T! 1w.o 11Ca W.] 1Q2 ADA 1101 nIn n6D IOfi1 1>p0 11B 1N.0 12]] 110.0 IDH. wD.e 1320 'i803 1101 1]lA 1]m 119.8 1W2 111.] 1]30 1]i.! 1®6 mS8 1930 1A3 1WB 80.0 ILO 11 r.e IN1 IS 194 113.8 IND 66.0 1]m IIRS 1013 rein 1]DA na 170a W7 1Nb 11e4 ISM Iola I. 11w US- Ba uu nw Im ne Be.r nB1 Itsa W US ua WIA ess 14.0 11N p).e AM .,I uea W.t Bn 6B.I 11.1 NA Da 2 Mtn 160.1 HN 170.0 OR INA 1421 IOA ON I'm 1131 INS 941 In$ 11M 1166 01 B2A IIN 10.0 BIe WA ilia Us US M2 1124 BOB BW 03 1121 &L ev1 61.0 1121 832 US Nin 10e.1 N4 Itt? IN W.1 aN 04.] IN 772 W 021 7N Aa 112 60.1 BN 66.5 702 W.0 8w 61A 60 150 ew S43 6N US Na ..a e60 EB ew RT G. Bain Ba.l TU itA 66J i4.2 ]a2 '!}3 6R IA ]12 6]3 NI S.9 ®1 4Ae TV 543 . Me 712 4]a 614 37.1 74 43A 6W SIA 742 US AN 27..8 7Q. 9..6 6&ISen as US 6]A 6m ml 665 616 6]1 a<.) ON 18.v 51] a1.4 SM N.6 5a9 3la 1Bv ala 6N 14. aW NA 5R 29A 491 21.3 Y9 231 112 116 AN 24.7 4Wtt1 h1 sl8 e!! 5va 50.1 4a0 5ss 44s 4W 113 SY a2B a!! t17 YA aW u.0 S5S ]1.z an ze.e 655 uJ lei ND S! Zl.t a9 zo60.5410.0 SY SRI wi 1mN1sens a0A 4]3 ]e0 we 39.0 4m EA as >ll 1m 23.e au Na w0 NA a09 32I 13 tm 4D4 1tD 1m Na .5 ma as IBT JaT tIawfii 29A STD Ra.i ]W 2z.D 3]D 22A ml Ie9 m taa 25r n.0 'p] TARI F ]R AneIM, Capultv Table fit 9ublaln' 2.7k CMeMe 3.61 Oae. H[N.WU .1am1U PT Wm4 NeG Anehar CUp Patl¢ms ANWIOITroe: Yt6'Fleo Nbam tN-Ele[Unre[m 6'ICEkP NWcm J18•Ek[ulva[n ]la'Ek[NLeem 1/f 55 Elce AppreCamr LtVE1. NDvnn IWSSEIee ApA;eGa2r 11081NA S._A'as. WR81v[1 is) M.S. &.9) U. mlm[e Onk i• ?tn- r ?IR sl/a^ r 2-Irz I• 2.f? r -'W r ew' a- D.]N' Emltlnea MT I&Y 1... 13P 5YY Y I�W 1-tla• 1.111• f-Va• 1.1 41 N• Y 1Y IIm. wAN[ RAMnve®9.)YYIi. D. C./51utld2 wOMNICBp IFlp. lack Ni NoWs 450 a Swiss le44Nr Im IW NAW SM1t Oa 1ae Ne R6143 Bello .1ft .1 ISs 42M WSo 4ARn6n®R35'Nh O.CIehnAYA {[NOCetl ClipffW�]k MOST m0g5 5W e1 f4felb pU WNm WA e30Pa N'A 690N WA SN We WIN 11200e A.1- 1111. Ir.. O.0 16andall ,.1ND 61W 1Fl04T WIEa NW Its NIA WA WA WA WA WA N1A WA laa. 1lmw LNa N] 1pralpN®]•LOn OC /p NSMpe Oipll(Fj. 6k MOIU IN. BW•a INSIM lial lAr WA MORm HUM WIN ISOU. sai .11. IRON 6 ArcIm A Y Ma 0.41020" Uls I(FO.6T UNIN ilMIM tem IN 9 as RLURr WA 1HpIN 41Mb 1MIN =W 1MIS 13V Ss 1W WN 4A,,MO V!lhO.C.11W1RN UWAWm IFq. T. WA WA WA WA WA WA WA NIA WA WA NIA 1. Is 2An[Iq[®RTS WM1 O.G/F-0JpffC. ej 3N6v ]S0W R90®1 7%M ITS P1 WA 31]Ll WA MOIM WA M11N M21h WeIN d AMMR 6f f.14 Nin DC/Fflipff•Bj 4W Wv m01N WA WA WA WA WA WA N41 WA e$IN USU 112SI. 1 FORMULA TO OBTAIN THE"ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE CAPACU)' TABLE N c R 3K ® vU�ml xICE PRODUCT REVISED as pl1IIn9wIIM1 LM1O FIOrida .CIRRI. =F. NOA-toe. 17-0630.01 Ea,IM1J n Data 05126/2021 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -- 1.062' r -j 1.0u0- �- TABLE NOTES: FIGURE I: FIGURE2: FIGURES: FIGURE 4: FIGURES: FIGURES: 11 SEE SHEET I FOR INSTRUCTIONS ON LING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION MERHODS. • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MUCH OPENING WIDTHS IS ALLOWABLE `1,.1oNV LYNN/ii':. • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR E%ACTOIMENSIONS, SEE SHEET521.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 40017 4000• �' •:S �S SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATONS. *: NO. 587W -_ FGURE 6: FIGURES, FIGURE]: q)SUBSTRATES: CONCRETE SHALL CONFORM TO A01301 SPECIFICATIONS. HOLLOW AND _9 t �� • • PRESSUREWOCONCRETE BLOCK UNIT (N P NEWSHALL CONFORM . ALMNU WHAULUE LLBE � x, p��I� f0:� • • PRESSURE -TREATED YELLOW SOUTHERN PINE WRH AN SG OF 8.55. ALUMMUM SHPLLSE �O'C\•• ♦ORIOP:'��` • • a 6063-TS AND BEA MINIMUM OF.125'THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045' 377 3S5 S G\ THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.135' TNICKANO A?8. N.LPNCHORSL ]iTS/ANAL EN1NN ` ANGLE CLIP(FIGURES58S) MUST BE USED IN PAIRS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERW..#106#12 I-XeX.3T5•T f•%4'%.a>5I AL•�W1VALe P.E. ANCHORS INTO WOOD MAY BE STEEL,18-B ES. OR 4103S. 'P-MULLION MuWON FL P.E.# 58705 TABLE BA MuMan Ca 9c Table IbOle Open,, WISH F r3emady-VaAo ®rnl6dn)or OPentn9 Nei9a1 (for MdmNAlIY9P6rctl]g mAla]e) NO ON Nln ImN Pom1 IODF twh In In 160N 1.26'a R,,. O, L n; TnVTM Inady flvten9N[r. I z, n9 Tn .a. I1Z RI.I..r I.S, lkp'1XW. Leedn9 Ra-ul"r Laadrq T18?den0 Imdn9 Pe[IenN. ImEna IIOPOO,. Wad,,a Redvply Ladn9 L^anr9' ira".a[IS ONt'Ir m TyRAmq ImmW Peden" ba®n0 Wa-ww .. lue0^0 ...'w UOXU Tlown.. Lod, ].188"z .288"Alum-, Tube Mug ag a E} dd s ao SI ,� g d tl a a�. S qqL a^ k g s@ S ia' k pp z@ F �3 i K a� ia" S gg d i@ F gg� b< c S d i` S a d`d P 8g b F� $ as 22 £ A a a b i S 3 a k 3 a� gtr$sg @ffi a12N 2S. on f}0.0 05 1 A 714 I"A ne IMO No InA IN n0.0 ON rtO.D 519 In.0 1116 1i0A 6r 1io0 ISO DA9 521 !4H 1TO.1 Sn 1}0.0 m! Iro.O HI 111,. 'muln 1xo0 i%IID.O SN 11oD n0A s% 1'/O.p 692 1x0a 6N Pn0 V]] iN.O 631 tro.9 13]s VOA BT] 1ID0 IIV 1x0.0 @D ISb 1m0 m0 txx uM IiDA 090 1fe.1 INB flO.D m0 SDA]31n R0.0 Td} Rp.O W] Ix0.0 696 txOA 6]I f]UO 1N0 1]0.0 B6f fIPO 1195 IlnO II3 1}0.0 1%5 1}0.0 11x IWO 116p IS00 TSB N68 1NA T56 110] la® Imo xW IM.t 1669 IIOA ro9 GN ix00 l9} I100 0f] IiDA 959 Imo fiBl 1mA 1116 1x0a TW 1Ta0 122 iT0.0 m] 16I,1 1]]8 110.0 Wx 1., 1]m 1m0 BSe 1]i6 1fiA bl 1%.B IY16 I10D 891 81.T 1]m ImD 651 mT im.0 B89 V0.D ID] ImA tC83 VO.O }01 156.0 tl]0 R00 6A 1]AB IIN181.1 ma 19.6 I150 1Y0 B19 1113 1155 I.WO 012 IiU 1N8 W9 TBA 1150 IMA WS 69.5 115E iMA BOS IN 1m.0 745 IMA 1051 Imo MO ITN 1MI IUD BR imt 1051 1N.O %0 IMI 101 V2] an oral 101 I25T mD 031 11A! m3 NO 101 110.1 MI 60.0 101 119.1 521 {" Wh 16T,1 mx 170.0 IN INS 957 151A OW IISA %1 1%D IN IN,4 SIT IPA TR 928 .1 112B 7G B16 651 IR.6 IN Sa. a. 1. IN 69.] .1 W.9 1d6 S23 5!1 fa8 ill F$En NO Sa? 6M tA2 0. 101,5 BO6 1163 0% BL0 0W f01.] e]1 W.1 a% 91A UO xt] ml 51.1 650 BA1 0% }0.0 fill 5],0 W1 R] m] 4d1 ml N.0 639 10.1 0% US No mm 1%A TQ II4A 6]0 911 R2 m3 "a M1 "a US fiW mA ]E xflx NO -1 R2 70.1 NS %.1 ]E US 6m NO Rl 69.5 570 ]AI In 56.7 60 31.2 xE m3 Na )BM IM.2 m! f05.0 WO %1 655 m.0 6m R] 663 x0.4 SR 13J US m5 %0 652 605 04.5 NO NO IN IS 50 422 BLS NO %S 36.0 05 61,t 637 3I.0 655 60,7 IN Wm IS. 61. NO IS} %.0 N5 nO 40 47.1 615 SAI 441 11.2 515 66.T 4N 36A 516 406 4L nO Ila 3}A 1m ITS 513 311 413 Z S 515 ]0.5 Im 2SA BIS 29.1 d% p6N %.9 153 YA m{ 43.3 4r.] 17.1 5% ]S.S d53 41.0 391 ]].9 15i +AA 865 ]OS 43 319 am 22.3 4A 30.4 3T{ 'Q,6 19 296 an I&1 493 N.] IN ixA 4S] 229 ISO IO91n ]SI ]`2 39.0 423 91.8 ]50 330 a18 2}.2 35B 261 ]I] 210 35B M] ]M 212 358 M7 394 19.1 SA 10.0 ]® 150 Y9 10.0 39] 1HN III No MA 500 NO no U.1 mt 26.1 an 1 24] 9A .0 R2 103 IRS 3]B 91.0 309 f}.6 3N 18.1 tm INTO ZI.B 290 m.S MI 23.2 2m SIM 2m IB9 NO A.6 $N 1]A - 182 2A] IAl 390 194 249 141N 1d.1 2a1 1e.] I06 TABLE BB Ane Table IBIe 9YWVa16 2]k C01CR0 a.Cd SS[CTt. I XWwtl1U FWeOWU I Pa N5A M[bh0a AncDerCiIP Patemz .YIP FJ[OMIS01 Vr EICOUIaMpI SiPEIfO Ualfin }y6-B[BU93T VBFkDUR2[W Lf65Fd0511- Apgec ror .all LC69Fl[0 A®ttlav 81 91w seS, (csl 41 YK*P sua N51 W251C aver pa EOatp5h 1• 2N2 Y 2Nr 3r 1' 2-Ur t• 2UY T }iq 2 O.b' 06a- O.Yr ENMlnvd n 0a I&r 13'r I&d' 19r r 1-vl" 1-vr 1-va• I 1.01 1.111' 141a' z 1J9' 13R' wfee 2M1.0.70' NS C.,Ua..POb51dpm LX 29]]N Nome aWW9 Po]Im 121d05 LO na 991K %a 09 }001W 9>d We EE41b .. SH Nf 442 N0 NOW lAfLnOl H11YNIn OL /514WL0(Y tlYUmp(1023 4bSO Iola N/A NN IIN NIA NO ee N/A WA NIA WA WA e31M 8fl1W I'm Sa o A..ISI Nn.OL_ I I. Amk 61p31114 NO. IN. na. I.Re I 15Mn4 6bM 591 e0 WA }m 116 2101B[ 5@Po 10ob ON e4 I.. ".U, IAn.110.AY Y0.O C./UGIp, N10.N'YNurt 111 NIA WA NIP WA NIA NIA WA NIA HIA NN WA WA NlA WA WN 28 I A.11011 111SO 1op0 1'b IM •01C[ ggSme Bam tl5E] 11095 T1N6 9011a 1BxW 99]Ie dNle lone 221Na ale 2M[loo® I. Ie• MIn O.. FLI} P1R 2A9na SOON N/A WA mA NIA IAlmt6 NIA Wq N/A NN 911W 112b 5mM NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURES: • o FIGURE4: FIGURES: N*O FIGURES: ANGLE CUP MUST • • BE USED IN PAIRS. FIGURER: • TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESANO SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERALINSTALLATION METHODS, 2)LINEARINTERPOLAT(ONBETWEENMULLLENGTHSA nROPENINGWIDTHSISALLOWABLE 3) MULLON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIDNAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCAMCNS. 4) SUBSTRATES: CONCRETE SHILL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO A MOBO. WOOD SHALL BE PRESSURCTREATEO YELLOW SOUTHERN PINE WITH AN GG OF 0.55. ALUMINUM SHALL BE 6053dS AND BEA MINIMUM OFAW THICK STEEL STUDSTO SEA MINIMUM GRADE33 AND .01- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEASLi257THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THE MATERIAL d10 A p12 ANCHORS INTO WOOD MAYBE STEEL, I"S.S. OR410 S,S. =ANCHORCPP._ 'Ha]Nc�TS•]21911.L1UT.1 TABLE U PRODUCT REVISED plNnd iNlbe Florlda Bulldin. Ood NDA-Np. 47-0670.07 Bapin6Pn Date 05126/2021 ma Nd. 6B}05 MBllbn Capeo T[ble Iballe Opoling WIdth fn latGnIhapamhD mWionNor Opohing Haight (for MI WN ..a 70N eam mF lob 120M IIOI, IWN 138 [9.g8 M.100 Po'InynY( Lca9,q TapTdenp. LnaOn{$y PoeY,qulel LWi10 TyJftlanp. L.SoIgq M.MQoSQar IaMan al filoW. Ru1MBJar Tganlm6 L0e0B0 R¢IagN LwJnjQlp6 TrtgTAm9. 1oW70&0 Foalarowal e4^03 Tapl]AenO [aaAl{6ry Ratawar TnIYMm,6 RmImOWar Tnpllllyip IamiW Re61NWYr LmA,p TVIM'S' LwlFp .I.. 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M. 1181 7I6 1]P.9 W0 21 1<0 11I.A e9.5 i18 IOIB 58B i9.8 76 t01A III no ]96 e9B I. 60.1 T19 W.a fill SIR ]N 03.1 SBI U.1 ]IB 9]] Nt Wq 1'1J.] 81J' IYIA SN 10].1 0]] 114! 608 O8A 0}] 1WA WB ]l.] 0]I BIA W0 00e 6)T BI.Y 0]B 61.0 91J 61.0 Ob 51.8 0]J ]J.p SRO N2 BII '/0.1 YIB ]6] fill ]B.J 1P0 Sam 1N.p o1J 111.1 ON ea.T all BT.O M. i8a 6N 848 WB 61., BIl Ma HO B1] ilb I01 6].0 011 e01 IW IS. Ill 01.1 111 .1 al] B11 IR Ma fill 617 1. n TRh no fill p,l I50 81, 111 11.1 110 10.2 SIB III 1]P 510 No Soo N6 4-I fill W.Y 110 11.1 619 581 114 ND 514 111 100 la.B RSB Mt ISA IAb B RF ]1. 10 T1] 106 60] 186 VB >M 1W 841 Ill Iaa Ill aN I. I6f 1!a MI RBA WS 1. I01 YSa }20 I65 !B3 9a M1 111 B0.0 ]1] 0(] 111 6].] 9T9 iB.e 011 m6 f)E 100 IN ISA ]BA tB2 1<1 111 a6f ]M T3 MI l[B MB 15.] m9 IN ]P] NSol, IPA M2 43.5 295 901 112 MA m] 72 .1 R01 381 ])1 21B RW bo 71 2a.1 ER 1T.] an 21.3 'N1 tot IA6 ¢t2 1e! b1 BOh at.. PI, 900 !BO P01 '/81 a0A PSB P5.0 R81 m1 211 21A MI 2" RIB 1IA PM a10a bl Ied 311 1IA !91 111 2]0 IPA I ImT L.6 R,W PSI on .6 b0 IN., Nd 1]A 2T 111 So154 .0 1. 1. 111 S1 P2A No 2a1 IB1 I89 p11 10A 101 tag 118 115 In Ill 211 No try 1 T01n ilA IN 1o.Y II9 NA iM 15.] I. AnchorCa aclty Teble Ibd Minim Z. PoAI.I 3.5LCena. Hobw CNU 1UNI"Got AnehOr COP Paheme ��TM°' vl5•Mco wlmcon vl•Ebn lnbatm Nhvie'Fka ullmoon w^ENe NNaoon v1sa EIW gmnGala YIrEab IPIn<arcr pipMW su,.w NT m28m1 BorexBl M2 1. sa,a6(GME%a..I Onf 1' 2-112' r 111 SIN' 1' 2NS 1^ S11Y 2' YVOw MIS atia, EmlwmanMN1 t3A' Fvl' 63'6• 1-LP T hW^ tnN' t-vT I'll tA1P t-w13R• ISH•2 AWMn 2a.]S MIn 04/MN0a0a WM tlIp IFb. 13 I... aW lOv IYW 610Ya look b011a .11B 2511M ]IOW 1}I IOa 650 fi MIMS +12111 YO ho I.Q'ia I'll-IIn.O / Strds181brghontlplFD 2j 181W ]W IW WA WA N/A W'A 9W IIIs WA NIA WA WAM26s Ie51ba 1".. 3WW ]WW 1Wlbe ISMISS lam GOlaa 5o3IS WA 1WW]180aBWBBSIba1120 pa N/A IN NM WA WA WA W0. NIA N/A WA NN NIA NIA am hl t a.., F-0N Via. at -109W115lba 225 ou M50a 8221o1 it9 Y1 101. 1]21M )]0IN tallb 3312MOAVI1I.lT 1IR Fgl aIo NO., BWYf NN N/A NIA WA 1W Iaa Wq N/A NlA WA all Ya M216f Mp Ma YIELD .ANCHOR CAR_ OUAIJFY MTHE PRODUCT REVISED ing ptl p g6 QuIN the Ficidd Bulltll NOA-No. 77-0830.01 EaPLaUan Data0826/2021 FIGURE I: FIGURE 2: TABLE NOTES: 1260.-1.2fi0"--I 0 1)SEE SHEET) FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. U 11I III ] FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE •YNN?�1AAA 3.2fi0^ 3.26a' '�` CEN 6 •� ANGLE SHOWN O -2 SHEETS 2 TO BE DRILLED URES $ IN THE GGESTELD OLLOWING IRMIONDIMENSIONALLELOCATIONS. 00RESTRICTIONS ``� e1: � • U CLIP MUST SHOWN ONSHEET521Q3. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. = ] * ; Ng. 60705 B PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANDIN / •; * _ GROUT-Fli IMG CONCRETE BLOCK UNIT(CMU) SHPLLCONFORMTOASTM C-90. WOOD SHALL FIGURED: FIGURES: FIGURE.: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SGOF 055.ALUMWUM SHALL BE %A Y`^ )•}. Q'C 6363dSAND BEA MINIMUM OF.IOPTHICK.STE613TUDSTOBEAMINIMUMGRAUE33AND ��,G'•, SATE �/6/(� ANCHOTHICK INTO METAL,STRUCTURALSHALL XTEN STEEL D AT LEASBEAT SCREWTHREAOS BEYOND A38.ALLATORiDA, ••'�1``• E • tl106012 ANCHORS INTO WOOD MAY BE STEELT1& 5& OR 4100S.S. BEYONOTHE MATERIAL FIFLONLIONF FORMULLION FACTOR MLL EDUulT3 A. LY A MALEP.E. FL P.E 12 5AT05 TABLE 10A Mellon Cepxlly Table QBall) Opening W Wh No wHoolbapaming Evil ) crOpentng Height QM Inrl20NWy6WBBRIID AlWimm) 50. Wlo ]Wb 00A 1 100N INF U91e 1.h 1SB aiSO 0.wlvnitivr LOWnO I "M Well aMenyn IAatirg Treplrroq. IAX9 I.e. We" Ludlem TnpTine Lwl RAchrWIw WtlIA TEFE&wI. UvE. RIEI.Ml Lae6q T.IINDEP LE.e, ROenr9.. LuvEMO Toyldl Lwtl9p 0.°nEAAN III&n0 T. DID - Le16n0 Neill LEA., TaeTdm6 l melepWAr I.., TrEEl Led, f.WRa Alam. TNW MUOAn .B �a 2 66g€ Fa •� 9 11012 C_ eE S rA T = RIB v-. p:p p�p B G E 4 '�a 9yfly P'3 Fa 'S .^ � E._ skdk Fa $ 5 � �-, �p@ Fa l d{ a5 ?€ 9 C �@ 5d $a 6 �'� �€ ? 55€g bi as s€ $-• :�. :a 'H �d �a ., 9� fa $ 3 3€ 9.. �� Ed § g �z 9.. 3Q3'2y�• #d is '� P �� SJ ,- �2 $ ?.O �5 �s 'S 95@ 53 Fa a �^^�� $$ .. P2� ES 8a 6 3� J,. .v^. �. �i Fa Z $ 3€ �� ?e £L 8d $ e�'•� �.. �d AN, na.p 6m lmA Os lmo Tla Imo m n2a eIA m.0 96 n09 9u Im.l on nao nn nao sn VIA 1Na nAA u1 una um mo BN nna m6 va0 ut mp l9m m.0 ul All. nna An VIA SEA INS NW von IW INS en noA me mA ON 1NJ m1 VIA Oil nap 6" Val Wn A. IW ONE nW in. m 1a3r GA. non u0 Ia.6 NN Hal us sonob nv.A m INA sm tm.0 01 INA DI 170A Does 17.1 NO naa nN 1703 a3 '711 INS WAA n1 ..A uN nna IN IDEA nN Pell7N m23 m]r nap 766 ins 1. ISEA mA NI. HAS ni INA WY INA N6 one mt INA w6 Ir..a 16A 1]0➢ Ins ImA W3 nan IN, nna on np.a 15N nno w 1HA nW Ima Kl nu nso n'a BaI vm +rm nWA W+ LOM Irne as HEA r0+ 170.0 11n vow 797 IM0 IM VOA Us M.. W] III.. 9N t91.1 ISV +ma 9a use mil ILA 1013 1WA 161i uES t00 lox. At END 1%) m6 I'll MA lem Wln IT" Wp 170.0 r13 1N,0 ills MA ass +1a0 nW nn0 91A 1616 V 170.0 1016 INN IDEA ME 1211 12SI On I660 At I.A V11 165.1 1st] W.5 n]1 1552 1W0 18.1 mN Ill 117. o b11n 11a.0 O11 INA 119 110.0 1169 INA 909 t66.6 Me 170. .A INN INS less xm Bit IYI9 117.1 +OW 1011 1]I. ll80 939 90.0 n61 n0.1 9n n.9 DNA 1]9.0 fl6 68.1 1YN I'm Am M. I61,0 1019 I719 m0 1M,9 1019 1W.Y 099 119.9 IW9 1311 AIb INA IWO 119.1 06. S. INS 1017 BIB as IM 10Y.i m0 Al MA 21.3 W6 VIA 1b1 912 !]0 6YA +009 91,1 WO Nln 16;1 011 NO m] i10.B WE I. 101.9 WI 1113 i91 89i 61+ IOOA /n i89 WI .1.1 i69 It' x1 .6.1 "1 .1 N1 DIA 7M IIA W1 Ill 111 ILA WI n.1 nS 5 )I In IN.O IW OTA 16] 11W x' 11E9 li] ]1.3 eW 1VA 163 S26 ON 91.1 i'a ]l1 WI &f ]]0 66A W1 NO nl We 6W NJ Me I7.1 IN 47.0 701 41A 6N 60.1 591 .01, WE 6>I 30] 198 Its 611 119 6N All ml 66.3 m6 637 071 SEE 6fS AM N1 629 6 I10 n1 All N1 as fill 43.1 639 mT All ]8] fill 969 nl 31.A 6As 9Lin Tnl 6N ]]A mr fi9. Wa B1} 61S m.l WO 5].' W9 11] 6W l/.B 6W 'Al NO I30 IN 35.' 6W NS 160 'A6 fie M) fn ]5.9 $W 11l 169 ]21 69a Y9.1 IN [W0 All Ali 60.9 All IM IN Ixl Itl 35.E 466 17.1 WB 31.1 Im 3YB 'n nA ME x9.1 ]N N.B 'W Ri1 311 gal Am D6 ME I]8 Im 9B 376 I85 A. nJ TO li1N tl.S NI A61 AW ]B3 Ul Hl ]W 9.7 YI 3l1 337 •A6 tll 30.2 3L3 LA Nl 93 N6 as 111 N.9 ]l3 19.1 14' D.5 en IBA 111 ISO 35B 11.3 NI 11.1 91 IDIn M] x1S 3.3 NO 3Cl 3n WO NE S.e na 21A NA :2/ ]m 211 3D AS.1 316 'fL] 3N ifll nA 1!5 VI 1IL1 ]n IBl ]U WN VA NO 212 NY 174 2. VA No D60 X Ifi.] DA TABLE 10B Anthp/CApetlb TAEIe Obq SumlNla 2>k 0.[me 3]S(nG Htl.v OIU NtlCJJII Pl Watl MtlA Al END MCM1OrCBP PSnam6 Y14mla Ul@VkmMA E y1g Bm 11MIm Y16'Fl[ODaim Ilr GE.ho [00 W'39 Be06Y p99eGtla E.E. Uea[m yr.0w pWla]tlE aN.. Suea lA115a1d1G5) B1O..l MASAI SEnv ICS) E. nnmAp +' 2t12Z S1A' 1• 2VS t•VS 2 S1rV P aN• 05Y 0.W Fm2DEAD E PS'a• 13'rJ• z• 6W^ +-va la]r 4vr l.va• 4vr 2 fiY0• 196 roluzn�Elun®ais Wn o.a]eaWn'aaoAa.'E",t 9W IBA Age.. ]MAP zmAM 20e. sel ]Halm nAlm 65]Im ESES Nil. 5J20. MovnIplltOm AW.,5 MIh O.L I St.. al"en Lllp l6 i 'Ale IAD. NP NJA McOM NIA WA III. WA WA Sol ONBe 11WImPEWS a YAP. D.G I(A AArf/e L[pa llilq 9l ]81M 2W Im Im 1P-BE! Nese =13 NIA ]6aRa 7MIB! BW`A 16WY m2M SM. 11N. 3".a OATNhn.C. I uL ...I -A', pE' WA WAA WA NIA WA WA IUA NM WA WA EAtW Ea tmMM SW Rn 1]]ma 1pM lnlm NOIm 1WIM D.-]9tA NIA NN 1WW WA WA Nlp WA WA N1M JQ Ib Odle FIGUREt FIGURES: FlGLIRE2 ANGLE OLIP MUST • • • . USED W PAIR9, NI FIGURE4: FIGURES FIGUl FORMULATOOBTAIN THE -ANCHOR g"OlIl IM PRODUCT 99REVISED A. BallElnp lCetle IIN UIe Fil xoA-x.. 17-06313.01 EXPInE10n Date (L5262021 TABIEN07m. il FO 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES MO SHR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL WSTALLAPON METNOOS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIUR OPENING WIDTHS IS ALLOWABLE ABLE 1.250" 1.260^ El I I AAAI AI 3)MULLOI CUPS SHOWN ARE TO CALEFOREXACT DIMENSIONS, SEE DIM' a2�' ELDFOLOT HOULLIONSTO MENSIO NS SHEETS21-23 HETS 21- BE DRILLED URESSNTHE GGESTELLOWINGIIMFNSIOI-E LOCATIONS. SHOWNON SHEETS RI-Z3. FIGURES SHOW SUGDFSTm,APPROXIMATEHOLE LOCARON3. No. fiBT05 •' 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND Jhd.1� GROUT -FILLED CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ABTA GAD. WOOD$HALL ��'•,�TT r]�f BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF D.S. ALUMINUM SHALL BE 624" 6063T6 AND BEA MINIMUM Ol THICK STEEL STUDS TOBEA MINIMUM GRADE SO AND THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEASTAI TMCKAND A36. ALL 'i�SB •''20RID .047 METAL SHALL EXTEND Al LEAST 3 BEYOND THE MATERWL iSMILLON )(Al 1SMULUONcoa4 ........ ��AJS�ON/gL 80&#12 ANCHOR$ 3. 410 S.S FOR ENa`: INTO WOOD MAY BE STEEL, IM S.WO OR UaATS FlF1PMlRLID FACTORY-MULLmUWTS hLVNN MILLER P.E. FL PAA U705 TGRI F 11 Mulllon Capacity Table pbafe) Opearm,Wtlfi(0V 6e0rca0Y4pa1nitg mMoW)n,C)"nClo Hal6ht(TwhOlbaNe4'y5p0NNIq inOne) 9Ir 60in TOin Mn Coal 100h 1201n Wit So 1]5 [J94 Nadlalaulm Loa&0 ".0tare. LaWa9 1-Irre TnpRuanp. LO=. WCanalu LOMMO Tmg;.a0- Ina54N NetrIVII, laa9np 1"Pl6Y0 Load, RrIU10ae III., Tfaprtem0 InWlnp ..'actor Ire, TfapTNnp. WMinO PenarµIS, el" TopTury. LONnp RawnpWu YMtrg Tm lan0 Lmft OrdalJm LuSmo TnpTiro Imdiq [.024 AIIb.Nbe uamaN a $ "' ?6 9T Vfl yy s F-I 2 ? p ?g $ FS lRedo.o. 3 ? J@ 'JOG yS z` E4 1H p� ,a �e C_ :E t E� 9 2 a'FS $63 F _ A@ H 82 9 s€ E! ?6 H E: A ai € :^ .._ ?e �a Ee 5 a 4 1fl 'aT e€ % as rd n'A s € F ! V6 $1 EE S ? �€ s@ 9 %.. G@ aF.rc Il .. V 29 }d ,. ?c 3 9 g 32 tq n@ E8 E ? s2 3m �@ 8& t? ➢ e_ :@ F8 5 u it. _^ .. :� Fd 3' ? 32 5 :E Fe F' I iC S - F2 A ,. B a�'e .. ?@ 4 i@ Va t]00 ISO tl0.a d36 vo.o ]la 1100 4m lino On HO.a 06 170.0 Soo Ina 519 17U 1114 In 621 wo I]Oo 521 lm0 Y69 lma 521 110o m6 1]00 Sol INA l9m 1>aa RI Min 170.0 Tan JIM 04 t7oO P5o Imo 6u Ilea 992 1)O.0 130 ITU ITS il00 eM 1100 ull iR.a an 141] ITO0 SOD JIM 1N0 ISM NO 1700 1083 naA No ITLO Coal 1]00 no 606Sp The vi t1aA sE3 V0.0 096 t10o 6N 110a loos I70.0 Ne tine 11% 170A ]lT t100 lets IRO ]ai tIL A0o )fie ti0.o II33 M. Me SO0 -2 IIOA N0 tm.9 239I tro.0 15a 6l In 1]0.0 19i 1100 6V 1R0 966 I]0.0 491 IRo IH6 O00 >Y INA 1]16 1N.0 003 V0.0 HH iRO e]1 1594 1... e56 tno f9V IT" 0.. I10o Cool 111.0 851 I602 21M Ilea 861 lCln INA ON ilea III V0o 1063 IRo TB) I"a lood ITS. BR M. I41] PB.0 NO .0 159d 1R0 121 1P1 1]00 IM3 1]00 21R IRO 1063 110.] 2183 1700 1063 V9.6 INS 1Ma INS 010 In. 9S ITC➢ ids 1]0.0 We IToo B0 1N➢ IT3. P00 %C VOA 1481 IT6.0 1116 1104 1613 1R0 TOR INS 1710 1122 1550 2060 1NA 11W tab an IN.O 1111 111] Coal ROA 11]t Sa 1.1 .1 In.0 1169 1]00 .1 1R0 N. JIM 1.12 MIT 1551 1]00 ISO. Iola INS IRO 1lei 1.0 ".a 1210 1430 1468 1R0 IM 12M INS iN.e I286 1U3 191 ISM INSColo INA ISM 1]0A 98 1N0 12N 1To.1 1009 1I0.0 NW IRO 1126 1T0.0 1]00 INA 122 194.1 ITl6 1]0e 131S IM tA1 IRS 1356 116.6 1T31 13.9 13M COA 1)34 104 1362 86.) iTi4 I5o3 ISM 111. IIS. 11E INA MT 1R0 1 6 IT0.0 I JIM 1. IRA \N9 141A 1 6 IS. \M6 I3Ll 155e ISAS 1366 1555 Y fe51 Se.] ] 109 YS IS66 1]2] E 9 To, 1636 ISIS V1. 3 AM IN.O 1151 11U➢ 9U R0O 1381 1I00 1116 i65.9 11A t693 VIS 1]GA 14l] 163.0 fYN 1215 16ti 99.1 IlOB NR V96 1191 90.9 NTI 110.6 116p ITA 141) IIOd tt6e 6BC IdT ID93 1tH290 in I6o0 1110 INN 9S6 IIM 1110 JIM 0. 101.E 111. 1a1.1 991 SO. 111. 96] 936 no 1110 We 9N 111. Sal 910 S92 1110 No ®1 IA.) 1110 658 8]1 44A 1110 fill BN9E In Ifi.l 9M IA.] BR 015 915 f015 0'A 81.6 41! 041 B41 R] 9)6 R6 U9 66A 916 ]13 BI1 4]S 66A SO] b.B pM 5)l ]B tll 9! 52i 111 36.6 915 10.3 IiTIWIn B2S 1T1 M.0 69fi 61.5 Til I0.1 6B5 Si.1 l]1 61.] BSI 61A ]T M.9 6Y 66.1 lit 440 6S5 771MI M] 34.3 I]1 lep W 2p4 >11 l50 601 N.] 1]1 $A 612Mn 3L] ]30 A.3 SII 63.11 no BSO 66D UA No 60 MO U3 )30 499 fill 4LI no 450 6R IM 41.1 614 CIA IW X6 600 2]e 13631A99lIRin SAS EY 1110 M9 49.9 U4 S12 560 42.8 U4 dd.3 S63 WS 6& 39.2 MI 33.] IN 353 63] Ud 323 Sol Sol fill Z).] Me 21A III SI.6 50a ILT 6]d 3i.5 5011NIn aJ Iy S.1 600 oB.9 U3 29A ]95 &.B IW 25A 990 C1.1 4y 924 3P5 193 433 AA lei 1. IB] 3)6 MahorOaP[CHy Table BUa) SURadVC 2h(bl[1tla O.N.1, NWW mu POINGN VSLVPY Mda An6bol C11p P01ISRla Axhv TyW. MTf9dO1A¢m 4S FkDUA2efin y10Elm Ua�Y1 3'16'M<O ULam vd FYnuSo"' Aeop EP0 l'ApaEaY YI6•EYn U. v4'S4 Mee AWINtlm .10Wtl 9ertw ([,5)9[fei 02S. LGb) H29ttN 8[rtw (GT EOW D:lame An$ +• zNr t" zvx 312^ r' zmz t• z-tT z. o.6• aW o9L' Mnce011ml n t914" 1.YC 1514- 1.0,1 2' LV4•1-t/4• 1.1/4• NH• LM' +dB' `al" ]M[IP9®lt@NnOGISIe1LalO mONe1GIA1 P16¶' 'VC IPS 9Wm lYlm 60 ON I6Mm Colon oWm Y%OA 7101m Odd Os HI NS 4131. W5 F6 4.11.10 MR O.C.l9tadaa (e(NaepCAp 0-0 IN W1 On. WA NA NM NIA Cal to NN WA N/A Salo NO 1m 11Wm 4ATI0 S Six 30AIgIeUP91 M9) ]UW3 ]Gm lM. ISWpa neSto 5401Ef Sampe N. MC. ]IB N9 M CM. wra 11'bb IA.M'3O90.W... OC./ UL1T. h0.toor AN1a(Ttj AS NIA WA NIP WA WA NM WA NIA WA NIA NN WA ImRa 1 ARRY/FLtPp111 Co. IN. YdR USIW BZim 196W9 1.. Illon COIN 1W®a Tom III 2Y SGro 2Mmm 0 IAfi' Mn OCI FLtlp lfla. W So. No. NIA WF NIA N/A IWm TVA NM X/A Mim ISO 111 YGd FIGURE 1: FIGURE 3: Fe FIGURE 4. FIGURES: m FIGURE 2' ANGLE CLIP MUST • ® SEUSED IN PAIRS FIGURE@ TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 5HEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUUSTRATES: CONCRETE SHALL CONFORM TO ACI SIN SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.10WTHICK. STEEL STUDSTOBEAMINIMUMGRADE33AND A44THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEASTA2 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & 912 ANCHORS INTO WOOD MAY BE STEEL, T&B S.S.OR410 S.S. =ANCHOR CAP._ WELD 11SX3o4-X.624- MULUON THE PRODUCT REVISED BuiltlinglC E with tho Florida ROA-Mn.0 17-D030.01 * N0.$8705 - 121 - MMl6on Ca c6y Tabb bslll` OpVAarN IAIdih LforlxNmoysmPHm mlyiam) or Operlin0 Ha19MaorlMxw1e6y5pAMryl mldlnls) all wN mM MF mla Iwb INb NON 10b x%6X15 Re[t-Pg kax Tx{JMuq, Ineam IDVtVD0.' Lmdry Tleynhn6 I" Rxe.0 Iw9n0 Tta,".g. Ln WMnplxr WSq T.P'Nal. L.,D F.A"ulm ImenB Tr;Y'Mmq. Lla., geolryWv UVID, T.W.I. 1®Eb9 pecinguW b v Tr4T11m1, I Law, 6xdmNb Imdip Terp'iHm& Lm, fleeMquW UND, inpRNrp WaOnp Again. Tuba MBelon 3 �a yypp j �ry6 g � h E qg B5' qy ea fi @ a gb 5S @ s, n9 a II a 5 yb a 6 � E 5b a 5g a9 Q .5} $ ¢6 gN as � g3 a ¢6 ge s yy � _fj ¢' sa S 5fi @ as � a gg y b Lg �• g5 � v F�' h g' um IM*j MB 117,01 15 AND w AND m Irno G@ nna sm IIaB 4°i Ix0.0 file n0.0 me IrgO 521 Ima 1•Go Im.O RI n0.0 nm naY Sxl no0 ms Iro-0 6x1 iN.O tM] 1m0 fill MA tra.o roe tm.0 93t No0 eso Imo fits a0.0 m2 tm.v m0 Im0 tm M. e61 n00 fP5 v0.0 mr tma ter Im.O 6b0 1]0.0 Iml iMa 6m nn0 19m 170.0 mA AMD z&] tm0 6e0 SamSm tm.o xo tma sm tm.0 0.^B im.o gal wall tou na0 eu tm0 it9s tm,0 Tx] Imo His 1>a.0' ra fmn uOq Imo AN no0 OU va0 P.e tm.0 zPR tm.0 i36 Im.O i91 tm.0 >9d &N Aron mr +mo eIx Imo ttA ImB at n0.0 196 tm0 >61 tm.B I. Ima rID rsna mB Im0 Mr tm0 1691 fm0 Os9 von ttl] nD.O at Im.O zNt tm.B Tif IT" 2M130 AMC MI rob IMB 6% Mlo ml 1 ..0 IM Iron TV 17a0 IND va.0 BM Imo Im +mo Bu AND 152* m] BM lm0 ml AM. I. Iron Dal Pea Nm IMA Nm AMD ION xmv Im.B IIw all rm] 9N AMD 745 Pon Pl. IND MO AND I.I. Im.. Na 1. 1. IND IM9 'Ng 1. 1. 1. Ima NM IMB In? AMD xxN PDa I.. 1 .] .i1 ITae 1. B ]531 Im] +mImo 9ra PO0 MB lm0 Ilw Arno = Ima IssB Imo IOW Ima I560 POA lam 1m0 nm nn0 u'8 Im.O 1aN IMO m0 n0A 2tIB u1S xur 1r00 14M B Am. Bur Ima 1:m nb Imo IN3 1r0.0 0/0 ImD IBM AMD Ibal v0.0 NBe PG.0 11M AND AM RD 1220 Imo Ha Ima NO AMD DAN IND 1= I16A 21M I•Na ma Im2Tall 1m.o naO�nMr1m5 I]b nno IDm Pea ISIB noB Ixw Pa.B tnI naa Im A611 Irm tmA IU'1 IY9 Iwo Im.a lsos +92 tvw T Iwe IBea 16Ao IeN ISao 16xr Im1 a Tak Ira] Im1 170.0 gar P0.0 U61 17U 1110 170A Hill Imo 120 170.0 INz AMD NO mxr 1061 n0.. Io5 1srA +M1 Imi 1sw fBa Iml 02 Iwt AND 1419 MA ID. vU 11. BVN Iron 14e 1]0. ". N9.1 Ism aaLo IV 1PA 1]OB 1sa0 11Be 111.8 lVa 121.1 IIN 9M 130 AMD AMD Ha 196e 1N.B 110 ]1A Im MA Ita W Ilm M-9 1. MA MM wN IOA I- 151.6 1090 1E9 1•d9 Uas 1BM 105] 1229 1113 101 B2 tma MA 1. BIA Pb e9,6 ow Ta.r fee exA IMe 61A 1SA m2 an 32] I=A 6Sa Brr I8.1 'na 0.1 wr Iwm 10].5 PI 1m.0 en 64s Hit MO GQ xg Brl P2 N9 ND 9ry W. Mr ".a wi NA eM 61A 01 . .16 1. an 41.0 M 3ry Brl NO xW s2I all as Pl IIIb 6U 91B W.3 BR r0.0 B19 elA 019 MI .12 ?.A &S Sa. all 6.0 m8 ma 919 RT IN 02 9AD 51.9 and V7 119 H.0 rw N.A wa 1aB ]a Bea BI9 37.1 rR 1Mn ]63 rm Tea ne 6a rm fill Am me ]M %A .1 I73 its l91 6% 41.9 me OA fin 3r.1 RB 10.5 66e ]13 Im x4a ml PO rw 31. ell TJ.e rw .1 63t 1NIn 13.] Sm IUD DAN ]BA Sw 31.0 19B s12 bw s1B l91 P? 6m m3 NS 1A] %6 x9] lm 0.3 SM 'QO .1N 1e2 Nfi 1B.B 161 i3.fi 51B Ir2 Vm e] 50 "a Me TABLE ITB Malmr CBP..IMT•.e(1hq 91660T 2APlrtma amCVc Ho WN ..C.. AT Va I4tld Mch.'cA'PaTAMe 'w T1Tr YtE FYOOmxm -F g-la 311E EIxr Ulm NEBI -a" . QOVIam VP59 Qe �,.._-. MT QP UMM VISSBI0 Ava63'+ 409W Sut,rm 012SVV amr LM a123a9 Srnw ICS) 64jIQfe1[¢QIa I. avz 1• z-Vl &IT I 2.1! 1• 2-1Y z 1w z cV law I am, Bnhm1T.INJ tall' "I 19M• 1., 2' A-.. 1-VT ..... I LVP 1-111' v" S 134 13'r 'RMA 2MRDn®AITMIrt O.G/Aatltln O[ORfta9p5lP 1i3T MN ]wee dM Nf M00f Iwo, POm 1m a¢ 9d lx W'bt p9Y 8i1PB MrM amm IAI[APl®B.6P 61tt O.G 15pf0NltrtleeQ gpinl S] TO. M. ma lm W936 IWBa N/A Swd PlA BM Im WF m21m Mill 110M 6ARAa9®1]I'M4t QC./9ldrimNlu VMgGIP 6fB4 RAW OM ]®l. la.ft NN N/A ]rots H/q WA WA iW21m NZIIIe I6mM dArtMle®TNb: PC,llxl a'3AWkPMIPiOi M. .10 Ima" Hiwm EMMR WKA.A ]t. AM. 10Rm m205 amM I1SM 6M.HDYHb.DC.la)fl5AMaAaAVV 16r I'M., Hm. I(M. 13Nm iWM A aaM 1122 G] 1VD. 2B49M Wlua 19LR4 16mm 9MMTDrL'HIa O.C/ULIq 1111a.VT AAtlI PI]'/J HIA WA HIA wA NL1 WA Wq WA WA WA6MlM®aN•M..O.C./ULAPmo...(Va$ HIA M WA N" NIA WA WA NN WA NN WA WA 31 M 2MMa®26rMhOCIFLgM' amm amM .5M 10M ]nM IIA TbRa. WA IOIm ALA Sl1M dQN SNIb ]ArtMmin•M.h DC/Fp Pi2.tOI 4NM 5251a, VAN vs. NA NN 15rm WA SPIm N�q WA WA 611m 66100 NUM NOTE FOR THE OFFSET CLIP, USE THE SAMEANCHORPATTERN AND ANCHOR VALMSAS THEGTANOPRD CLIP. C::)CIRCLEO VALUES ARE USED IN THE E%AMPLE ON SHEET 21. -ANCIIOR OAP._ CORPESPONDINGTOAN PRODUCT REVISED B00w0S HI 1 W"' AND FlartEa NIAaxo.Eaa 17-0630.01 E•pim00M DBm 0512612021 By mlam Prvauc e•nerol FIGURE I: FIGURE2: FIGURES: FIGURER: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLAnON METHODS. 2.00P I I I I A I `Aa LYNN. 1j • . pp1Y RGURES: FIGURE6: 2)LDNEARINTERPO"VONBETW MMULLLENGTHSMDMROPENINGWIDM lSAU MIE ............. AAGENBB•�Ce � Qr•:• •F s P • • • • 2W aDDlr * =i No. SST05 • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE ,FOR EXACT DIMENSIONS, SEE SHEETS 21-M. HOLESTO BE DRUM)IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2AL FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. *= FIGURE fO: 'AO''•. sTTEO l/au; 4/C FIGURE]: FIGURER: FIGURES ANGLE CUP a) SUBSTRATES CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT LCMUISHALL CANFORM BE OWSOIIIMUM PINES ITH AN OFOSS 'T'., p '�lCs '•.�ORtOP.'G\?O • MUST(FIGURESUSED MUAN BE UBED T!5AN BEAMI MUM O An-71HIM STEELSTED UI)SM WANDSG ALUMIGAUGE BTRUCTURAL STEELTO BE AT LIEAST-2F THICK AM)A A1LPNCHORS INTO MITE AGE EXSAW.ETM3S (IS T%a•X35'MULLpN ''::S�ONAL E�I%' W PAIRS. . A.NNUIL4)W P.E. IIJIL J''I THREADSBE ONDTHEMATE 91051fl2MCHOR501TOWDODMAYBESTEa IMS.S.OR610S.S FL P.E.R 5B705 Mul6an CapJcrBy Table Ibe Opening WIEIM1(fic, MrMperr110 mulons) or Cpentrq Xe10Nt lbrIAnmrBnRa�sPeleArG rtulll0ro) - Solo 801n ]001 a.m I Win INN all In Hall +M 41 2.6s ]6 Ron or Ina.r. TolRrirl9. laedrq W.WIWv Lmd. TreNinuq. Lomn9 PCWrgllal LaON# TlveTlaq. u4N ReclansAm brn. 11gTtlmo load. I R8[W Iaede'p Tre9Rnra. leong Rodm180r Lmd9 I rearran9. LMd?R; RRMOCIA Lose, 1FvliAona Loom, Stovall. Loading Inc co, Lmdn Reclnnp0v Lcn.ry ltptrlena ILMnq AIUm.Tuba Man a & -u �a 6& �aa� peg � a s3 a 3 a � f s s Nh � h��. P ash 3} H sa � s 14 �a u �� _ o � n �r v a o � d a a a �.� gg� em -1 a @ a �a a ����� egr sr P 4$ a as 170A Bm PO.a Aa in A }N 170e an 1700 BBB 170.0 We 170.0 092 170.0 9ID lino lite Palo Rel CleC INo +Io.o 531 tmo H08 tma Be 1"0 1735 IMB SDI tm.0 190 1m.o C!t Swe 7w 1m0 04 InA 850 1100 SM 170.0 9M InA BID Ino 1133 1m0 Wi 170.0 12I5 f700 n> 1m.0 I41) 1m0 6m Ina I100 tro.o BM 1m.0 IW3 Ina Bw ITn0 7M7 1N.0 OW 1mA H] Ifi.o 509 ti0.a 0m 1]00 a]I n00 1010 1m.0 WI ImP 1189 1m.0 }21 Iia.O 1]N ti00 H} 1m.0 1181 1]AO ]'3 130.0 lip 1m0 Tw n00 "30n Im.a l59 n00 Vol Imo >w Inc In So to 170A 959 fm.0 WI 170,0 1118 1700 754 170.0 fats 170.0 ON 170.0 RA p.0 B4 1m0 1W4 Imo SM ti00 1913 1mD Car 170A Vol 1i0.0 IN Imo 25W im0 61 .0 885 70,0 mI Ina INS 1ma mi t]0a U40 ROP me 1]Oa Htr 1m0 ON Imo +5& 170.0 M imA tot Ina IBM Ina 212s ImA iw1 Ina 2470 Ina 1w3 ImO 2033 Inc IBM IMft Im.o 9m n00 145 Iron nl8 IMO &50 v0. ISM n0A AW Ina 1189 rm0 Iwe Im.O INS 170.0 IBM 170.0 1b'0 170.0 tttz 17QO M31 Ro.o H6V +mA LOOS 1m.0 1171 INTO 2075 171 ILOn00 Bg tl0.a 7W +roA nea tro.o aw tmo .0 0 +150 +mo LOSS +m0 nv Im.O 1151 no.0 IN. mile ILI. H0o an vo.o tare v00 Vat +mA +me tm0 mn +m0 np 1me +wa n... n0 +me 1T9 +N.e 1wA Imo o A Imo Imo 12W na.0 Isla nm imB troA m2s 1m.. NT ono 3Mo w.a NBe 1me 2AN 1m.. +Ta 1ro.o aw 1ma tsn 17. lfa 71 I MIS +Ne Inc IBM 11DO 0 0 9W im.o ISM lm0 ding 17&0 L2f Im.O 3L3 Imo uw I70o 3593 n00 JUP Ina ]Hp tm.. 1W1 In.. Sm. 90. +}wS1m0 1151 +m.0 SM 17" 1ml 1m0 1115 17MO A A ISM IMO IBM 170.0 mA tree 1474 ll 002 Ina IMA 1700 1 1I0.0 ISM 1701 SIG Ina 1R] Ina SOM Imo 170 wry 170. 13L 1M.0 11N 110.0 15G 1m.0 13m Imo I.O 0 2129 1m. IBM 17n0 Vol INN 17M INC 2858 170.0 IBIS Ine BIN 170.0 2125 IW.O 3113 1m0 M Me U13 ISM Vol 9601 R00 1417 1700 1]32 170.0 170 1m0 11N TOO 00 j..5kO C 111ol. Z8r INS 1M4 1m.0 =0 INS 102 IMI San Imo 2M5 INC SM 170.0 Tee 1]l.t ]I89 1w.e Z19 31m Imo C. "S" 21'A Neb -3 1!H +700 11M 170.0 1913 +mA 1W1 9.0 .0 .0 SON Inc 2a7B INC Vol 170.0 WI H!] 2181 151.9 DOW Me Vol 11.1 .1I 1pa 2m1 2334 92] vat Ina 21p 11f 1n +NP Ism 1m.0 11'A 170.0 INS 170.0 TM 170.0 00 e =1 Im.O 3IIB 15LB m]t +d23 II19 1ma ROW 1164 2ZI0 113.8 m92 12.A 31w Ale 3W3 f15,1 BOB WA m9 fwa 'O1W Imin Imo tilt inn INS Inc 3138 E) 1858 15A1 aA l . 141.4 111 1201 a3 12)1 IASo Iw,1 ]]92 1181 IN. AOI Zee 899 10R 77.2 2212 Me 1®9T2R8119081351 15& 1M0 1N5 1N3 15W 1..1 tdm W.1 3 1E& 007 19W 899 +Sef So ITS @6 1:A1 01} IYd !21 1584 W.0 1]30 N.] 1W1 IB.3 13a5 3BI 1541 N4 13U Anchor Ca cl Tabla LOU BUEeaae: 2.7X(binaln ].Sk Ganp. Mbnemu F➢mAEAN I ...I AMIKK1'ry¢' AnCN.FCapp.doms 3'iC Be. NOaem W'EI[o aXrrm Y+PI UIxM yH.Dn.wC.n 1/4. So. llamon "I..... "OPSC y Y1e'Elen U81YM 1K'Fa E. ANeGnAn F10E@tl .."" 012SW 4m-'s) 91261So a.SNI51 Elm RA0+de (Inl t- ?VY 1` ve? 3L6' 1' elc' I. R1R' 2' I.1T S o.N' ae6 p.aM' E mGMmmIIFr 1.N4' 11Y' 13N' 1.L4` Y 1.1IC 4114' 1-iN' 1-I14' WI' 14/1 T 1318 Id10' lRAI aArcMn®q.75'MN. O.G ISmnCW a06u1L1q olp.1E31' ]W 9e ]w IM row &Pco INS No 9IOM 3BOIM aH IY- TN We 3141b Wa IS. &BM N1 no 4421. .1. aAllcnNe O4.00'slh o.u7smneaE(9rOR.geepffq. sy too We re0 qe pOmt IIDOIh W321m 510a Y.IEe rw RA 14M. 7anm MNma 1802 Wm will. Ranh iMeln B pfsXre®ti1'Nh O.Gr SMnOW IoIO®9aClp gq. il: 11WIM e. m9nh WA NIA 0101W MA 10 01 NI WA WA 13MRN I7701aa SM Ib81: 7Ae 6e INIoNen IAOIIS IIOW Y01[e WA iWNe 7.lM 0.Re ten 0o WIN 6M Ib IMIM 69ll. al%IN iWSWe 11%IM N/A 15r01N 14WW I7811E0 9/A41b 1w31Xa I7101M 27401M MIM WA NIA 13mIXs WA 15WIh WA WA WA 2045he 2R41M T111 M.i, WA WA WA WA WA NIA WA WA WA NM 1eme. WA WA NIA WAMCSBBWIM 10Nma MOW 2Wmc 84.. o91.71'NN. O.W Fa06b.1fI 500 Ca 6a 12WW Wq WA emb NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THESTANDARO CLIP. FIGURE I: RGURE2 FIGURE 3: RGURE4: RGUREB: FIGURES: FIGUI8E10: FIGUREII: Im ffp H � 01-1 I H M FIGURE 5: FIGUREe: FIGURET, ANGLE CLIP FIEDODU DUST aR HE (AP.., THIS FORMULA TO OBTAIN WE 'ANCHOR TABLE WM1 WA WA WA WA WA WA RM11M F�2000"�4 510a 710R5 C.S. Bb R9 BIBIy N11M 4e11M SE.IM NIA arias WA W9 WA BB31b B99W +1mW j.�. TABLE NOTES, 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDICR OPENING WIDTHS 13 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ESAU DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 621.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT NOW) SHALL CONFORM TO ASTIR CAD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.SS.ALUMINUM SHALL BE N)CI AND BE A MINIMUM OF.12E' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .04E' THICK (18 GAUGE)_ STRUCTURALSTEEL TO BE AT LEAST.125-THICKAND ASS. ALL ANCHORS INTO METALSHALL E%7ESID AT LEAST 3 SCREW 2-XB'X35' THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTOWOOD MAYBE STEEL I"S.S. OR 410 SS. MULLION PRODUCTREVISED ..... I g witty tlra Florida "OffifinNOA-Ne,LbCn 17-0630.01 Eopk3tien Date 0512612021 No. wolf FL MDIIIOD C.F..ffy Table 0a#L° Opening Militia (fwwTtlmlF}spoN0lp mWlle.).,Opening HeIght por Fp1lMNatyaparuilg arb lone) Rln ®N 70In In BON I 11WN 1201n I Hov 1.1, 1.26'x2.11' PUlarqule( bmlry T1nTAay. Ina®�e ReNryJa[ Inning TrzI/IMry Usury RecleOHuly be199 imemam. IPAlba RMarouln ImLp Tn Anal, Lemlry mna,aP. bdlry ln,,A V. letlm fl[ddryulal lined, TileV,nH Lm]i@ leea.. LIP"m Ryiilbg batl,ro RGHa,QA Imgy,O lmJro loathe nip .,, Inffina xUbemium Tuhe aml��gg h Ns 1 1! gJ1. g Nh a g a g 42n IM2 Me 1620 AM IM2 M 14A9 419 IMQ Sal 1388 414 Wt = IX6 411 811 IlB 1H1 411 MI BA 0.1 528 1341 411 41.5 46 134t All A&I Sal 131,1 4t1 48F W.0 103 1HA0 9Y 065 40] W.] &5 fine AM M.A RB M4 .1 01.4 911 6S1 4p3 181 315 493 IR 0.3 4W Me 314 ..5 AM ffi0 SN 802 403 Ill 314 60.1A B]a 4 9L0 901 file 36] 19.3 204 Me %] I1A 2d9 51S 3fi] 6]2 Sal All 36R 648 04 4t2 an 49 39 W.5 283 23A L2 Rb nP %] ffi1 05 1. 6I.B 310 ]4.1 S] 585 319 042 211 4fl5 31B 6i] 3f6 421 810 6i5 25l 31.i 810 ®.B $e 332 81d 3 318 48.1 V. N1 $10 441 248 212 319 441 NB H 85N 48.6 2R E+1 21B AL2 Ma All 214 all 260 40.7 210 32B M 8].S a" all iW 34.8 ID9 SST 250 6 ZAS R3 2m 17.7 250 312 2M 115 2R 122 M1 6]le 42> ]N 458 ZIO IlO 91 ]a, 1B3 90.a . ]4.T fa3 AT II4 91.e IW .1 94 81 1. 2f.4 Zil l ]SB 1. li3 94 ffi5 1B3 1]9 2N .1 1® f 09n S/3 21] 38.4 1&t al.0 213 1. In A5 ]1] A.B 1M 233 213 We IM Me 213 Ml 170 150 213 36 M3 9.2 tg) tJ.9 21] S20 1a5 11.6 213 220 168 i31n 28B tiB M.1 f55 A.H 119 258 lR M4 Ile 225 119 119 f'/H 20.9 In 1SB Ira 14] M$ 10 in X4 181 21n 18/ 1]1 101 1R0 f1] 101 ti.0 Ann Il5 i52 9d 133 Ill 1R 1H9 III Ill 153 17,5 f20 Anchor CBpeU1Y TableRes) 9�bMC 3Tk C[n[re1P Y3CPt Xe'bs CNV F➢kOWV PTWM1 MHe Anchor CIA PeOlme Arcev iyrc YtFEK0l31txan 1lPEnV,_m 51t6'Eko Mm[m yie-ENON12[m W--Nlre[m 1/4'$S EK06116'EI[a AHgc(MIY WYSm t/q•SS ECeg ApL/Gxoi WStal (CS)9CttW p1R4,s1 (2T) An. I-a1 9[ov ( E Op OSIRtGII T }f? SI/S 10 2-frl 1• BIT 2• 9-VC P Cam' O.b' 05T EmbS'na[IIR 1I1 lol lbim ty4' P ViH' L111- M/(': 4VG" t-s if 4u ? 158' hV9' e31m Mm9®SUIR O.C.I (4'bSAsp'E O'p9/(FIO. tT RDIM ]0]IDs FA01[6 15mM ]�iX3 Bmee SD23 WA 1BI ps TqB Nn B900Y I IQB21b I 6Bt pf Bm K6 1gal IW TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AMID SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENRiG WIDTHS IS ALLOWABLE FIGURE 1:. 3) MULLION AND MVLLION CLIPS SHOWN ARE NOT TO SGALE. FOR EXACT DIMENSIONS, SEESHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM X0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 06S75 AND BE A MINIMUM OF.IW THICK STEEL STUDS TO BE AMINIMUM GRADE 33 ANO.04S THICK (180AVGE). STRUCTURAL STEEL TO BE AT LEAST.12S THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. #I0 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS.OR 410 S.S. =ANCHOR CAP.,,, PRODUCT REVISED A. P..R n9 wIN the Florida 0ulltling CA, No".. 17-0630.01 Explratlon 02W 0512612021 B Minm.p roeoc Donlml *. No. 58705 FL P.E.# P.E. MA10on C4 e¢ly TbIB 06NR OP•NOp W1601 (Ia RONr➢P/ nH1B INJIo )or OPAnft Hoight (hrh3rlmNelAspemlp nMnov) WN Wh Mln ®h BO In IWN MID 143h t61h 3.26. 30 ftmlmyly ladp 11@IIAml0. Im81q RgoR`I . Left. To,11t.lq ..9 PNtmyml le4&10 TNlTdMI. L-ft Rrr]nPAer I ft 1npTtlmlO bodho .."opt. be6W Tdp'tAag I dko Rood ar ludre TMTAug lAov hotol,the L6Mre TtrmlNo Lottft Rhoomoht RapTAvlp L.ft ILaMnOIar 11WIAm0. lANhg DEG. AU BAYMULL ➢ d gggg ifl -0A._ Ngp9s ]l a d i a � 1. §S 3� na_ d� 1 .' d55 _ Y aF^ 5y3 $ 5 3 _ gg� i2 l�' Bgg ifl F^ d B dY P atl gg z@ a gAAgg 22 MA 51 11 d 1, 1Y` 5g afl gLMRg pLow, .1, Im.1 BA 1]0D I INA Tu INA M0 INA 1 RIM 170.0 AN %no IN INA 512 INN mo RI Inn IN. 1N.0 ]31 INA IND 179.0 RI 00¢ INS 170.01 So IMI I INN 17121 AN CBh INA Tot 1700 41 INA AN In. 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TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SEE SHEETB 24 FOR GENERAL )NSTAL NTION METHODS. 2)1111 R INTERPOLATION BETWEEN 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 2143 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 3J' 1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UN (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSUR&TREATED YELLOW SOUTHERN PINE WITH AN SG OF C.M. ALUMINUM SHALL BE 6063$5 AND BE A MINIMUM OF.125• THICK STEEL STUDS TO BE NANIMUM GRADE 33 ANO.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125- THICK AND A . ALL ANCHORS IWO METAL SHALL EXTEND ATLEAST 3 S(CREW THREADS BEYOND THE MATERIAL 410 &4 2 ANCHORS IWO WOOD MAY BE STEEL 103 S S.OR 410 S.S. =ANCHOR CAP. - AN OF THE SELECTED M PRODUCT REVISED iAG.doWith tho Florida NOA-No. 17-0630.01 E4plmnon D01005126/2021 111111I I I1// Ns / �•aoNv LTNN2 3.250' ^T�; No. 58]OS A I� 30° BAY MULLION ' :A<OflIOP.. ', TABLE 16A MONon Ce ao Table ssn" OpenInB WI4N tlrwtlwa �yaMlO nUiloom)o]OPNI Height(SM bAmIrnrO la[I'Ime) ' SON WN MIn NM MN 108 1n IRON Ho In MU, 3S6.45 staI."w InegB TIW]4n& ImLne nd W n Uwft Trapnbno L®Mp PecleiVWI, Lw6N TnplMwa. imSN ReNnpda InffinB TaP.R4eW L-Ing PemolpVat lwEN9 T enoo` Ina9np Gnowp Lmiin9 LpTnm9 1 inn Revloo", Und, ToRriv9. LWd9 WRaW4 LeWnO Tlap'INip WMO RacLnMen Line. Imtl]MnO. inden8 DEG AL BAYMULL d5€ 5" 9 � q d B 55, 8 yy gu 3 n_ Sa� @�$ 28 �2 d^5 $ _ 2 x[ ya ; �,5g fd a s 1g5 3v ;& s s� gJpPg t 2• i' d $$� �2 s L�u Sg SO p gd y�3• a a d 1 v y� 31 gg a 40 _ {A Y1 ggR H _ yp�5g H a f` v aBg?g� @Y pg5g 3€. n �g�g' 1z s J a� z 55p�� SI gRSg se v yk a} F8 2� ty3Y 6�5g kX s 12 s y} If 4RP 1M0 BA IM0 4N ln.a TM 1M0 m IAA BM IMa Me no NO 1M0 519 1M➢ 1110 1M.0 SRI tT0.0 1310 1M4 sat 1M0 f410 1'lO.o 31 1R0 1Ml lino YI tW3 1e11 1M0 41 "In 1710 TB I]a0 WI IRO SW 1Mi W IMO 90 ITN SW 1700 11b 1A.0 MI IRO IRIS IMO SIR 1n.0 1411 Inn eW 101T 107 INS M 1413 IM Me 6.90 IMI IM MO OM WgSN 1M0 70 IR0 S] MI em IRO BM IMO 100 I"A M1 1"A IN Im 7M 170.0 Im IRO T47 1M.0 14N 1710 ]`A 10..1 1553 1N.0 US IMI IM 17U )53 110.4 154 IMO Me NN G00 Ml IM0 on ime Mi 1R0 Get no. me IAA 74 1704 I= 1T" $so Ime 14M 1100 031 1S2 INS 1M0 MI MI Hot 4M0 SH 110.0 MISS IM MI 00 14M 1Mo do Wh 1M0 BW 1M.0 Ml IMD IM HMO M] ROD NO JUDO BM 157.1 IN 1US 9H IMY 13M lion tl5 IM7 IWO toss 9% t0A0 130 151.1 59 MI 1>m JWA 9R MB IWO 167.1 ®] Sell 1110 OW IM.O 745 170,0 1116 1M.0 BW IUA Rest R00 W0 1429 IN? IG5 BM 125.7 1_7 'no W5 114.0 IRO 1MA MI 111 1tq 3W3 No BII Ib1 1352 m3 711 1247 lIS.1 05 S WN Rao 0]4 7S. MB lino ite9 1M0 eW 14e4 IIBO 1W M5 1MB 1121 10.9 915 1MA 11W 1]SS WS 102 11W IM4 814 MO 11W 1105 SW 742 1190 IMI 0e1 N.B 110 IM,1 So )Rln 013 Iola .one TT 1%A 1010 10.0 Me 115.4 IM0 IM e4] 101.0 life 111.7 BR end into Me 917 W.n' Into sea W] ITS Win We IN S] 1.0. e1.e MO 50.3 1010 W.1 M9 Mi. t 7.4 . 14].6 7. 1141 ➢m tE.O MS MA No 107.1 MI W.n we W.e Un M] 9W Me AB W] ON W2 ]M 57 Me 74.7 710 0.1 9N ]H 710 42B M ]13.e MO Min IT,1 051 f325 ]N 1088 WI 1123 Me 90J S51 W.e T)5 MA WI WS )I] 708 WI 01L M3 0' Wl 164 894 530 WI n0.1 WT 454 WI !l6 013 ]9.] Mf 017 Ble e]N 62i 019 ei4 514 611.8 518 "21 W4 59.1 W5 f20 651 SI.i WS 501 544 450 Sb- W➢ Sil 41A WS 4in SW ]AS &0 413 610 M3 US US 51% MI UO IS WI WF W2 5M MI 5011 594 `JB SB.1 4p9 b.7 We MA 491 425 SM TSB 4W 31.1 NO 41A IM N,1 !W MI 4n MI WS WA 19 WS no M5 453 RI.] !W 'A1 H] ,Olin O8 NO IS.9 4M I H9 412 399 N2 IW M.1 ]W E➢ H] ]I.] 3e1 Me 4W US M1 no M MI OR 210 Mp =7 3N 17.1 N9 214 Wt 15.0 W 10e MI 111b N.1 4W 45A 3W be tl5 ]i.9 3I0 313 4G Us A3 rx, 43 MI 35] US 4M M2 ffiT 221 C9 NA 13 1. OS 20.7 3W 15.6 Q! 1S5 ]tl IMYI Me NO m,5 n1 MI' %4 M.e 3M 31B 3G 25A MI 'H.S M ZJI 317 1. M4 M3 MI RA ]64 M] ]W 10b MS OR =A R] 10.6 25s 11.1 2Yl TABLE 1613 MchorCandefty TMN e 9ubGM 21X Cvenla Son Com. MN-WN FJtl W0 P]NbSlelal Anc110r Up Patiema ArWTy9a Yfb'Ebe Nvxm I/4-EXO Unevn LWlinn U.. 'he0ac0n•te- 111'. Eko YIS Eko IW6S Eko needed, 0uae'2E. OIOSIfend H39txl Ranrta mk I• va- r xvY Ytre' r2.If!045I.- tS4• IW4• fila• Y tnK tm4• t-IH• t-114• t-I H• I-1/1 P JCOA 590es ISOIN Bee Na RWM 2MW 3W IEa JSIm 1M1 Xn 9]IIW ROlbf W0m 911 bSWba 4AntemO)IY Min OC.I PJ JaS Mina Cipl .2k iWW ]enh In.IN 1515 Ca 3525d delm Wega WA 11sN11te 101% 6WIw ISMInd W20IINOAmlva®e)I•Min OC./(yMS MCIe Clle llry-J1 1120aa HAba WBIm 2NeM 2RGb N!A WON, WA 10'A lb WA 1JMb XIA 1n23O FIGURE 1: FIGURE2' FIGURE 3. ANGLErlCLIP URES 1r] E USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON MING THE TABLES AND SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, ON LOADING 2) LINEAR INTERPOLATOR BETWEEN MULL LENGTHS AND.A]R OPENiNO WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT D'WENVONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS HOLLOW AND GROUT-FILIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SH411. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,56. ALUMINUM SIIALL DE 606375AND BEA MINIMUM OF.125- THICK. STEELSTJM; TO BEA MINIMUM GRADE 33 M13.045•THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST A2V THICK MO AX ALL ANCHORS IWO METAL SHALL EXTEND AT LEAST 39CREW THREADS BEYOND THE MATERIAL 0106412 ANCHOR$ IWO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. ANOHOROAP.e THE MAY BE USED TO OUAIFY IOR OPTIONS FROM THE PRODUCT REVISED 6upEing Iryien9 wIM M0 FleritlO NOA-No. tltl 17-0630.01 En,pimuon Data 05/2612021 No. 587W H1.000'-I H1.250'H --� 1.000• I.DaP �-- --{ 1.D11p )— y LDDD• I-- its R:n 2]50° 2.� .12b' 3.121v200p 25' 3]65' '1 °T. I l VXYX.125NULLIDN t'XTX.3T5'MU1LION 1'X216X.376`wtu0N 1'X2.7!'XASPMULLI0N 1'X3.12SX.SMUWCN 1.TSX3.t08'X. MULLpN O663111ALUM. GINWISALUM, MO TBAWM 80834RIALUM. 80 MSALUL1 6063.T6ALUM XSECIXAV %SECTION %SECTION %SECTION XSECIION %SECTION .37E M.N. STANDARD CLIP —Ir 2XSM'GLECIIP EOB4120TI 0080-Te ALUM. 2,000' %SECTION 2'116 %SECTION UCNP I I 6063.TBALUM. 3.00P .125' %SECTION .125'J 1L .1 L CINHERETO 3T6' I--&IVP I . I II _CREATEF=-sEE r OETNLF,SHEET4 ---------- _______-I r I 1 L J I I I L J A CENTEROF ANCHOR HOLE MUST LIE TOWIM OFFSET CLIP 6W}TB ALUM. TOMM 3TV IN. T T A I UCN fi0B3Te AWM. TowlEw CENTER OF ANCHOR HOLE MUST LIE WIRIINTHEDASHED BOUNDARY, BEE SHEET5617FORTHE ANCHORO.C. DISTANCEMA%IMURI ANCHOR HOLE DLIMETER DIAMETER. - Wir. fnp. TABLES 3T6'MIN. LANGLECLIP 8083T0 ALUM. TOMEW CENTER OF ANCHOR HOLE MAST IJEWTHW THE DASHED BOUNDARY. SEE SHEETS GIB FOR THE ANCHOR 0 C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. IlI V. Mu1101ms en5on (sheet PDT Part# Mullion Ed. Clip OINSECIip LLfpip An9lo C11p 1'X2^X.12S(6) BEGG55 666113M GOTMOM 668243h1 666511M 1' X2 X.37F (6) 666006 666114M 6661115M 5662b/M 666512M 1'X27SX.37S'M 66507 (561 6831120M 66%45M 666513M 1'X276'X.6SW(B) SEEDS 666118M 6MI121M 61 GM14M 1^X3.125"X.50p(9) 66637M 6661116M 6661114M F£6242M 666515M 1.2S X 3.188' X.265-(12) 666411,11 6661117M NSII13M 6SI24110 66B516M 1.26'X211°X.125'(18) 693M WA NIA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 59, 12818 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, TABLE A Dimondon Value( In) For Mullion: A 025 T u num AJuminum Tuhe Mullion 0 2654 C 0.89E D 0.740 A 1.12E PX2'XXV Aluminum Tuba Mahn B 24, C 0.63E D 0.490 A 1.875 1' X275^ X e 3.000 375 Aluminu C 0.757 Nbe Mubit D 1.118 A 1.312 1'X215'X .860• Aluminum Tube Mullion B 3.E00 C 0.475 D D.63B A 2000 1'X3.125'X •BOP Alum The MuB B 283T C O.6W D 1.137 A 2625 1.25'X3.188' be IAWI B 3.262 C amX285^Anon 0 1.762 UV X2.11' % A 1.813 .121' Alum Tpix MWI PRODUCT ggREVISED BYB4ing1r "HIh INo IN ."do NOA-Na. 17-0630.01 expiration Date 0512612O21 No.58705 12SX3.2SX.100' ,2SX&2SX.624' MULLION MMUON 6 T5ALUM. 6TAST6ILLUM X-SECTION XSEGRON 1'X4'X.37V ' T'-MULUON 0063.76 ALUM XSECTION 1250' 394' .100• 824' --I .820' 1-- I] X&04'X.624 MULLION ec0 TSALUM. X-SECTION .37V MDL .376" MR. '1z 9TANO loll' omu 6e6ar6ALuu X-SECTION 125' 740' I .us 2.125' uc a I fi08S XSCTIONEOT[ON. ,25rr Zppp.LMOLE CM CENP o 125 N NC H ° A N CENTER OF ANCHOR HOLE MUST LIE WRWN THE GASHED BOUxpARY. SEESHEETS 1020 FORTHE ANCHOR O.C. DISTANCE NNfAIUNANLHOfl HOLE OUMETER ANCHOR 0 W6EBER+ U1S. I DETALF. SHSBT4 5' _ CENTERGi3 ANCHOR MUSTUE WIMI4 W,M THEDMHED I I I BOUNDARY. SEE I I F SHEETS 10,17 FORME i MCHOR0STMCE� I i I I 1 M MUM I ANCHORHOLE ANCHOR DIMIETER+1HV. NOTES: 1) HOLES TO BE DRILLED 84 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SKI 10. 11. 1315, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. HOL STMEAROC'UP UI 6053-TBAWM. 6011 ALUM, TOWIEW TOPVIEW TA13LE C TABLE C. CONT. I I I I I I H OFFSET aw 606&l8MUM. TOP Olmendon Value On) For Mullion: Dimnatlon Value(Inl For Mullion: f G 1.000 1 4'X .125- Alumirt3m Tube MAbn F G 1.W0 0,500 125')(3.25' X.824' Almnlnum TWe Mallon H I 2.680 3.am H 1 1.438 3.250 F 2581 1'M .wr Komi. Tuba & T F G 2625 1.125 125'X164' XA24' AM1anhlum Tube MBIO4n G H I D.75T 2.430 &000 H I I.m 3250 F 2.250 1.25•X&2S X.100' Alum um Tinto Mullion F 2.813 3SBa Mug G H 0750 ,.530 F 2.BT5 45'gay Mull 3.20 Mull omleonton tNleet6) POTP.Ag Mullion Bt4.011p Offal 011p U431Ip Angle cup 1'X4'X.VS(10) 03U 08MM 6911 M (8w41M E665ISM 1'XCX.37S(11) W610 68811251 1212-W 666242M E66519M I-XCIK.37ST(11) 1.25'X3.25'X.10P(131 DIM M160P20312 608112M E661,27M E IUSM 801124M 666242M 6682410M 8385101A 0685115M 1.2WX3.25'X.MC(I4) W10IM316 u IIAM 668I125M 6682411M 6663116M ,.25X3.B4'X.S2P(15) 20162 6661117M BBM12oM 660241M M517M 20o'no,(19) 65543 WA WA WA 6645110M 45 ON.(A) Blow WA WA WA 688511114 MIN. PRODUCTREVISED an ca aiex, ItN NO Ronnie 10".. 17-0630.01 Expiration Dale OSaG2021 Il Na W705 ! 'AO�L.iBT lCy1 .;e6...... ':\S „ ONAL1' A. LYNN MILLER, P.E �+ FL P.E.p 68705 Mull Dlmenyon (sNoet>0 PGT Pa1tb MUlllon SW. Clip U.Clip An810 qip Y X4" X.25^ (16) Bfi602 666261M 6662T1M 6665111M Z. X6'X.2S (1T) b8604 666262M 666272M 6665113M TABLE E £ 4 ®g8 6TANON10 CLIP 11 UP 2XSANGLECUP 606}TMUM W&T6 NULL 606&T6ALUM. e� G NOTES: 2COP %SECTION 212T %SECRON 2000• XSECTIDN � 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •12Y L .125 I .125• Na C DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 21 SEESHEETS I&17 FOR SUGGESTED. APPROXMIATE �,•_14w,� 1 C w HOLE LOCATIONS. I.A90' _ 3)SEE SHEETS 2.4 FOR GENERA. INSTALLATION METHODS. SSOD' h q" 3.500' rnr.`-ET. 1I�SAW 3TS tf w C o' 2000' .3T5^ Y ' _SEEDETARF. 3TS E I �mu p m Z 0 w MIN. F SIEET4 MIN. .3TS i F O ______ ________ __ __ 13 Z 1 I i vi Z I❑E --------------------- a aZ 4.00M I i I I � 250' 3.438^ r%4-X. I I I I z q 3 mL" MtIWON I I I 3'136' I I 6X6 E= 14 pp %SECTION I .3T5' Z y g L_____________________ J MIN. O LE J U N STANDAROCLP U-CLIP. 6061T6 AlARA. YXS PNCLECLIP O = Q 3 CENTER OFANCHORHOLE MIlSTME 606iT6AWM SLO FORTXa^MULLION. SHEEPIB .,.,E OFANCHORHOLEMUSTUE 6001TSALUM. [U� d'� Z N N 250' WDHINTHEOASHEDBOUNDAAY.SEE TOPMEW TOPMEW WRHIN THE MI,fEOSOUNOPRY.SEE TO IEW £ � m'O vO SHEETSI&1TFORTHEANCHOROC. SHEETSI6-1TFCRTHEANCHORO.C. )WIaNCE MN0MUM ANCHOR HOME CEHTERCI AnCHORHCLEMUSTUIC CISTANCE. A MUMANCHORHOLE DIALIETERANCHOR DIAMETER• iM6. WIMLYTHEOASHEDBOUNONiY. SEE DIAMETERANCMORDW3ETER+IIIY. SHEETS 16-0T FORTHEANCHORO.C. PRODUCT yREVISED 5.50W DISTANCEMr MUMANCI RHOLE ..... ly BW10lha Flurl4a CIJTHERETO DLAMETE-MCHCRDIFMEfER+U16'. 5.000' r-2000'--1 .37S 3.500•- CREATEFCUP. ,3I5 - NOA-Ne. 17-0630.01 IC• I SFEDETALR _.MIN. MIN. r-SHEET4 MIN. Tt, MIN. EapimU �aS 52Gr2O21 I I I I I 1 I I I I I I I I I I I I I I I I I I I I 4.688• I I .250° 6.000• @ _�_ —r-- --� 4 5.436' £ t—_—_—_—_i I I 5'23Y I 6A3B' I IIIIIN ' NY LYNN a0.......... Mi MULOGN� 646&T6AWN. 1 1 i *: N.. 58705 •.9 S_ XSECTIO.Y ; I 1 .37S G * _ __ __ __ L--------------------- l MIN. -�..•. /T __ �O ST O li,'TUF BTANDAADCLIPL UCUP MANGLE CLIP .zsr e6ssr6ALGM 6os3-re ALUM. 6063-T6 w ��'�S�ONALE�G TOPMEW USED FOR 2 XMMNONUSED FOR SNE�P_IT TOPMEW 1 PIS` TOPVIEW A. LSNnf NIILLR. P.E. FL P.E.# 0705 EXAMPLE I. SINGLE VERTICAL MULLION --I I—ulu YnOm PEMNG WDix EXAMPLE 2: MULTIPLE MULLIONS 6 HEIGHT Rm THE BUILDING SUBSTRATE 13 WOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 24P.THE OPENWG REWIRESA DESIGN PRESSURE OF+60.NE0B PSF. 1) INITALYASSUMING THAT P WIDE MULLION 15 SUTTABLE,THE MULLION LENGTH IS 72'ANO WE OPENING WIDTH IS3 IM-1'EES'. REFERENCINGSHEERM.THE COLUMN USING RECTANW LPR LOADING MUST BE USED. SCAN THE MULLON TABLES FOR AMUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-IM'AND WILL MEET OR EXCEED THE REWIRED DESIGN PRESSURE OF+60A/E0.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIM, USETHE NFXTLARGER SREAVAELABLE FROM TABLE 3A SHEET 7, THE PX 2.70 X.375- MULLION (LENGTH =]2', OPENING WIDTH -701 MEETS THE DEPTH REWIRED, HOWEVERTHE DESIGN PRESSURE IS+P5B.3 PER AND MUM NOT BE SUITABLE FOR THIS APFIJCATON. FROMTABIE 4A SHEET B. THE I-X 2.75' X.650-MUWON (LENGTH =72', OPENING WIDTH-701 HAS A DESIGN PRESSURE OF+A7L7 PSF WHICH EXCEEDS WE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTETIEANCNOiLCAPACRYPEW IRED OF ®SUBS. 2) USE TABLE 4BTO FIND WE ANCHOR TYPE ANCHOR OUANTL AND WIPTYPE REQUIRED FORTHE=DO SUBSTRATE BOTHTHE STANQWDCLIP WITH (4)#12 PNCHORSANDTIE 2X5 ANGLE CLIPS WITH (4) Dl2 ANCHORS HAWACAPACHTY CF BB5 LBS.MOUGH ERHERONE COULD BEUSEO, TIE STANDARD W P IS EASIER W LYSTALL 3) VERIPYTHE DESIGN PRESSURE OF THE FENESTRATON PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS ORFENESTRATON PRODUCTS, WILL APPLY TOTHE OVERALLASSEWLY. FINAL DESIGN PRESSURE RECUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TOMUUJON, INTFHISEXAMPLETHEDESIGNPRESSUREREQUIREDWAS+/-W.0PSF.THEOVERALLMULLIONSYGTEMWASDETERMINEDTORER7FSFW"MANCHORGPACGYCFB36LBS.ALTERNAT Y, THEANMORCAPACRYADJUSTMEMFORMULACWWHAVEBEENUSEDMGLCULATETHEMN ORCAPAC"Y-CUMDFORTHEEXACTDESIGNPR-3W EOFWPSF. (WPSF)X(� PSF)=524.9LBS (MAYBEMMTOQUALTFY#10STEELSCRE MOMTMLE49) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEAOE¢AND SILL THE WINDOW FRAME BERTH IS ]3/B', THE OPENING REQUIRES A DESIGN PRESSURE OF+50.WJ5.0 PSF. FOR THE VERTICAL. MULLION: 1) INRHALLYPSSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72-+P-M-AND WE OPENING WIDTH IS 36'+3V-1--7T. REFERENCING SHEET 25, THE COLUMN USNO RECTANGULAR WASHING SHALL BE WED. SCAN THE WILLOW TABLES RONAM1ULLION THAT IS AT LEAS'RWE W1NTXriYFAMAE DEPTH OF M6' AND WILL MEET OR IDIOM THE REQUIRED DESIGN PRESSURE OF+50.01-5&0 PER. IF WE TABLE DOES NOT SHOW THE EXACT SIM, USE WE NEXT LARGER SIZE AVMIASUL sw.D N.. FROM TABLE 3A, SHEET ], THE 1-X2.75-X.31S MULLION(LENGTH =10V. OPENING WIDTH =W') MEETS WE DEPTH REQUIRED, HOWEWRTHE DESIGN PRESSURE IG+N5.I PSF rNV.2d AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 1M SHEET 16. THE 2-X VX 360' MULLION (LENGTH E I(MI. OPENING WIDTH =60T HAS DESIGN PRESSURE OF+/L4] PER WHICH EXCEEDS THE REQUIREMEWS FOR WE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS. GINS BECAUSE IT IS NOW MOM THAT THE MULLION WILL ROD 0TO THE MTH OF WE MULLED UNIT,THE ADJUSTED OPENING NOW IS 36'-W.Y 7e, NOT T3' AS PREVIOUSLY FINUK xLETs"� WE DIMENSION THATTHEDESIGN PRESSURE IS STILLAPPLICABIEFOR INEADJUSTED OPENMG.ALTERNATIVELY,THE LMA1lOWW10TH5 MAY BE REDUCED TO MNMNN ]A \ TIE T3'DINENSION USING WE STANDARD CLIP —SHE THEREFORE SUITABLE, FOR DETNLE. SNEET3 FORTHEHORQOMALMULUONS. ME. ANCHOR QUANTITY AND CUP TYPE REQUIRED PON THE CONCRETE SUBSTRATE. IN THIS ED(AI.IPLE, ASSUME WE POURED L IF THE MULLION CLIP WERE TO BE CENTEN OWITHIN THE B'. CARE MUST BE TAKEN TO MAINTAIN WE FASTENER'S EDGE DISTANCE ULTRACON ANCHORS AT AN EDGE DISTANCEOF 2-1Q'GIVES AN ANCHOR CAPACITY OF 100 LBS WHICH IS GREATER, AND BECAUSE THE VERTICAL MULL WILL BE A 2'X 4-X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HOMOMALAND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER MLALION TYPE COULD BE CHOSEN, 1)TNE ANLLION LENGTH IS 36'AND THE OPENING HEIGM ICI 32'+TY+T=1p6'. REFERENCING SL.9:ET25,TIRE WLUM USNGTBAPEZOIDALRWANGULARL=ING MAYBE USED. FROM TABLE 12A, SHEET 16, WE VX4-X.657 MULLION (® LENGTH =<T.OPENING HEIGHT- 120-)HASADESR3N PRESSUREOF-AL".0 PSF WHICH EXCEEDSTHE REQUIREMENTS FORTIE OPENINGAND MAY BE USED IN THIS APPLICATION, NDTE THEANCHOR CAPACITYREQUIRED OF 521 MS. 5£ SHEETS, WDSE E.IPWTABLE IUBTO CUINDP THERE TO BE CENTYPETERDANCHOR QUANTITY MDLECLIP MUST B TAKEN TI MRWEW FASTENER ETITSISAMPLEUSING THE E CMUJAMCUPSWIARE ' SHEETS TH 14)W F LTRACWONCUPWERETOBECFMTANCEWITHIN1-R/E AN BETAI(ENTO,10LBS ICH13 GREATER AND THEREFORE USING THE 2X5ANGIEQUIR D ANCHOR CAPACO I'OF MI RS ATM EDGE DISTANCE OF P CANES AN ANCHOR CAPACITY OF 510 LBS WHICH IS GREATER AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHOfl CAPACITYOF W 1 LBS , ]4-.HONL 4)MRTHEU.CUPINTHEHDRQOMALMULLIONTOVE MT LIUWON,USETHESAMEMNCRCAPACNYOF521LBS.TA MiMFORTHEU PWOMVEMCHOR W`I' TH CAPACITYIS1074WSWH MNG3MCHORS,WHHCHISGRE MR.MDTHERFPORESURA&E,FORTHEREaUH MICNORCHPACITYREQUIRFMEMOF521LDG.THE 3tnflllaai ANCHORTYPEISAOIZSTEELSCREW. FROMTHE ABOVE STEPS.OUR MULUON DESIW PRESSURE IS: -1- 1.7 PER FROM THE VERTICAL MULLION; +/.170.0 PSF FROM WE 3T HORIZONTAL MU WONATTACHING TO CMU; N-170.0 PSF FROM THE 3V HORIZONTAL MULLIONATTACHING TO THE WRT M MUWON(INTERSECTION) THE LOWEST DESIGN PRESSURE IS 4A4.7 PSF AND WOUMAPPLYTO ALL OFTHE MUW ONS VERIFY WE DESIGN PRESSURE OF THE PENESTRATION PRODUCTS USED WGH THIS MULLION SYSTEM.TIE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESiRLTION PRODUCTS,WiLL PLYMO EOVERALLASSEMBLY.FWALDESIGNPRESSUREREUUIRESTIATTHEBOTHTHEMUWMN TIEFENESIFRMMO WUaMINSTALLEDIN ACCORDANCEW WEINSTAL MA SPECIRCATONSINTORESPECTIVESUBSTRATESANDFENESTRA PRODUCTSTOMULLION. PRODUCT REVISED mpNlRng I1N DIR FIRNEa Buil C 2 NO".. 17-0630.01 E PI.UPP D.I. 0512612021 By MISm 0 r0 uc OD m * c Nm 5B70E A. LYNKIVILER, P.E. FL P.E.# SB705 EXAMPLES OF REGTANGVLAR LOADING: I ' II lool, I del LOADINOOFVERTICALMULUON LOADINGOFVERTICALMUWON SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS OF VERTICPI MULLION =I—,—, IRE --- m — II /%� II �IIol 1eI 1// HINGED II LOADING LOADINOOF HORIZOWALMULLION MHINTERSECTING VERTICALMUWON FW K Ili LOADINOOF HORIZOWALMULLION MHINTERSECTING VERTICALMUWON FW K Ili �Itl� /I� III LOADING OFWRTICAL MULLION LOADINGOFVEWIOALMUWON I PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHOREO KITH INRERSECTING HORVAWAL MULLIONS EXAMPLES OF TRAPEZOICALRRIANGUTAR LOADING: ll-WR yw -� LOADING OF (2) HORIZONTAL MULLIONS 1[pj � //L[i#4,o),loo..Fl LOAOINGOFVERTIC MULLION ul �— — 00 OISE ?Ili► — —I LOADING OF VERTICAL MULLION IM 16 O LOADINGOFHORRONIALMULLION H Q LL& h o �O PW y 7 8 8 N Z V OJ Q O O SHlDH 0 d .N 0 .= &K4 4 PRODUCT REVISED 9 Bmi.. Piz ao IN tnc Foram NOA.No. 17-0630.01 EAPiI unto 05/26/2021 LOADING OF HORIZOWAL MULLION LOADINGOFHORIZONTAL BY MUWON mI-0 Min pr !0 ntrP NOTES: I) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE FXTRAPOIATEO FROM THCSESHOWN. 2) IF THE LOADING TYPE CANNOT J�� HY LYNiq°O, PW 05DETERMINED,USE RECTANGULAR LOADING. J,\aQ. ... 4f, . A. l%CENSF".S(� Q' 3) SEE PRODUCES' APPROVAL FOR ACTUALANCHORLOCATIONS. Np.5B2p5P' : *- -04 SOT•. TAT i ��� %�S:FLORIOP.: G\C01, LOADING OF LIONI20 WALL A �LYNIdI IELE7�, P.E. MULLION FL RE.N 58705