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Home My WebLink AboutProduct Approval RECEIVED NOV 12 2019 M IAM 1•DADE o "9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4g.gov/economy. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA##16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, E. .o A EVVE® FOR MfAMI•DADE COUNTY • ` P _ No. 17-0630.06 rgugawv C®® c9i� ie my 30,2020 �I ro&1t,�lvveluber 30,2017 �-�a iJJ��rte+ �� ®� Page 1 EOCC File Copy i PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No.NID-SH5400-01 titled"Single Hung Window Installation-NP', sheets 1 through 12 of 12, dated 05/15/15, with revision B 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, DuraseO 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 previous NOA No. 16-0714.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11115/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t11 Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pere . . Product Control E amine NOA No.17- 63 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTPWM) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition(2014) and FBC 611 Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc.for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel P .E. Product Contro=- .06 er NOA No. Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE28.1/8'MAX.O.C./�\ 21.5/8• FOR ARCH-TOP EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEFOR ' -TOP RADIUS-TOP / 52-118'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. 12°MAX.FROM - . 12°MAX / HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL FRAME SEAM Tl 30 _ / WINDOW TYPES) WINDOW TYPES) �----- ,C,('� SEE � MAX D.C. SHEET3 52-118'MAX.BUCK WIDTH 10°MAX.FROM SEE SHEETS 1.114° A,SEE �(' FRAME FROM B,SEE L,�30'MAX.O.C. SHEET 3 I FIXED VISIBLE 12'MAX' D,SEE�.___ 8&9 -•-'-t- —1T MAX. R SHEET4 SHEET3 1 I LIGHTWIDTH A.SEE T-- 12'MAX. B,SEE y._,__ 30'MAX.O.C. "i 12' I FIXED 12°MAX C,BEE r". Il SHEET3 SHEET4� I I II + EQUALLY j I / VISIBLE —r A,SEE(� l / 12•MAX 1 j I / SPACED LIGHT 17-718"MAX O.C. SHEEP3/1 I �1 I I / EQUALLY I I / 17-7/8'MAX O.C. ANCHORS PER I SPACED I I / TABLES 687 /HEIGHT �- EQUALLY I j 17-7l8'MAX.O,C, I I ANCHORS PER I I 91.78' SPACED I I I TABLES 6 87 !I / MAX. ANCHORS PER I / 84' 0 84' j j BUCK TABLES687 O I I / 62• O BUCK MAX �- HEIGHT MAX. HEIGHT —� BUCK 10'MAX.IO.C. BUCK AS SHOWN 10'MAX O.C. 10'MAX.O.C. X HEIGHT )( HEI GHT X 4• —_- _ 4 X I MAX.' i MAX.) __ �_._- I / 13-3/4'MAX.O.C. EQUALLY 13-3/4'MAX O.C. EQUALLY SAH 13-3/4°MAX.O.C. EQUALLY SPACED _R SPACED VISIBLE i� SPACED --- SEE TT I ANCHORSPER ANCHORSPER LIGHT ANCHORS PER SHEETS J ° TABLES 687 I A� TABLES 687 I / HEI GHT A l TABLES 687 / �� 889 / C I 6-112•MAK .6-12'MAX. �6-12'MAX. B _ NO ANCHORS AT BILL f _ NO AN AT SILL I _ NO ANCH RS AT SILL t` SEE SILL WEEP- Bim- I SEE SILL WEEP- B I \I SEE SILL WEEP- D�--'- SEESILLWEEP- 52-1/8°MAX.BUCK WIDTH 1 NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 52-1/8'MAX BUCK WIDTH\ �•�'�-NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 ELEVATIONS 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, .................................... ................1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS 8 ANCHOR OPTIONNSS.................2 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE 8 EQUAL HANNEL 4 3 DEPICTED AS 2X ARE 1-12•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL Fl..8 J-CHANNEL... AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). GLAZING DETAILS................................................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES...........................................6-7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 8-9 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION ASSEMBLY 8 PARTS ROFILELIST...................................11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS -ASTM E1300-09 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 •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AJSI S100-12 w Onmi4ing with On FkwM8 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/LIGHTER Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAFBPA NDS 8 ALUMINU ES111A AL •RISC 360.10 Aaxpianco IVo I - D,D(o2D 11IAPPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIAL. �� Y LYIV 7i R-Lvlon: pN.......N,y� USER INSTRUCTIONS: Q=' �cs� F�% 06/06/17D TO FBC 2017.-JR- M; ; mer ucrc 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. No.58705 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE.DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ 2 - Deseriptlon: Drown W. OPENING OBTAINED IN STEP I. '711 �Z I T:r�� 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS ' � S TE �� N.VENICE,FL 34276 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET'-SET ARE MET. �i,C`S1 '..ORIDP,.°'GNi�� (841}-080.1600 Title. Date: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR IN FIN INSTALLATION. �'rrs7ONAL EN,0 CDPYRIaHr®zo17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, /!//1111 I I I O A LPJ�g��o Seriee/6fodaL• Seale: Sheet Droning No. Rer. A.LYNN MILLER,P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 B INTEGRAL FIN OR EQUAL LEG/BOX). P.E.#58705 CERT.OF AUTH.#28286 TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame Frame Type Description(Listed from Exterior to Interior) Table# Sheet# Types Options Conflga Shapes Installation Opttons that maybe used. 1 3141 I.G.:1/8"A Exterior Cap+112"Air Space+1/8"A Exterior Cap 4 6 (see Flg B) (see Table 1) (see Fig A) (see Fig C) 2 314°I.O.:1/8'T Exterior Ca +112"Air Space+1/81 T Exterior Ca 4,5 6,7 into 2XWood CMU-Framesheet 3,p-sheet 3,option 1 Cap P P Equal-Ute, Square/Rect.,Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 3 3141 I.G.:3116"A Exterior Cap+318"Alr Space+3/16"A Exterior Cap 4,5 6,7 (#2) 1-4 Oriel/PrWew Arch Top 8 of the window...... „•,through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 4 314"I.G.:3/16"T Exterior Cap+318"Air Space+3116"T Exterior Cep 4,5 6,7 8 cottage Radius Top ....into Mate)-sheet 3,option 4 "A'=ANNEALED;'f"=TEMPERED ....Into 2X Wood Freme/Buckstrip-sheet 3,option Box/ Equal-Lite, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 1-4 Ori Cottage Arch-Topp of the window...... tluough 1XBuekstrip into Concrete/CMU-sheet 3,option 3 rABLE 2:ALLOWABLE ANC THROUG E FRAME (#4) &Cottage Radius Top Min.Edge Min. Materiel Min.Fy Min.F" ....into Metal-sheet 3,option 4 Group Anchor Substrate Through the into 2X Wood Frame/Buckstrip-sheet 4,option 5 Distance Embedment' Steel Screw 92 ksi 120 ksl Equal-Lite, S uere/Rect., 10-8 Screw 60 ksi 95 ksl J-Channel q q Integral 0n...... •,•,Into Metal-sheet 4,option 7 . .Souk em Pine(SG=0.55) 7/16" 13/8' 1-4 Odel/Proview Arch-Top 8 foto 2X Wood FremelBuekstri sheet 4,option 6 #10 SMS Steel,A361 318° 0.050' 410 Screw 90 ksi 110 ksi (#1) 8 Cottage Radius Top Through the creme P- PO (steel,183 S.S. Elco Aggre-GalerS 57 kel 96 ksi of the window...... ....Into Metal-sheet 4,option 8 Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) or 410 S.S.) Elco UltreCon® 155 hei 177 ksi Through the ....into 2X Wood Freme/Buckstrip-sheet 4,option 5 A Aluminum,6063-T'5• 3J8° 0.050' Equal-Lite, ISquarefRect.,- 410 SS END CreteFlex® 127.4 ksi 189.7 ksiIntegral tin...... .,.,into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/16" 13/8" Integral Fin 6063T5 Aluminum 16 ksi 22 ksi 1-4 OrieUProview Arch-Top 8 ••••into 2X Wood Freme/Buckstri sheet 4,option 6 3116'steel Ultracon Concrete(min.2.85 ksi) 1• 13/8" A36 Steel 36 ksi 56"I ( ) 8 Cottage Radius Top Through the frame P- P Ungrouted CMU,(ASTM G90) 2-112' 1-1/4" Gr.33 Steel Stud 33 ksi 45 ksi of the window...... •,,.Into Metal-sheet 4,option 8 P.T.Southam Pine(sG=0.55) 9118° 13/8° #12 SMS FIGURE A:FRAME CONFIGURATIONS FIGURE B;FRAME TYPES (steal,183 S.S. Steel,A36• 3/8' 0.050° or 410 S.S.) Steel Stud, ,B53 Gr.33• 318" 0.0451'(18 Ga.) le D� B Aluminum,6083-T5• 318' 0.083' � / 1!4"steel Ultracon P.T.Southern Pine(SG=0.65) 1' 13181 2 4 _�rp 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1' 131W 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1.3/8" /,i [� BOX OR Q Concrete(min.2.85 ksi) 1° 1-3/41 �/� FLANGE EQUAL- 1/4'steel Ultracon LEG C Ungrouted CMU,(ASTM G90) 2-1/2° 1-1/4" 1/4'steel Cretellex Concrete(min.3.35 ksl) 1" 13/4' EQUAL-LITE ORIEL COTTAGE 0 1/4"steel Ultrecon Concrete(min.2.05 ksl) 2-1/2° 1-3/4" FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2' 13/41 BUCK WIDTH BUCK WIDTHI�--�{BUCKWIDTH �- 1/41 steel Cretellex _ D Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' -- ---- --) Concrete min.3.275 ksi 1-1/2" 131W 1/41 steal Aggte Gator Grouted CMU,(ASTM G90) 2° 2° F� _ �/ T �/ 1 0 3 0 A-, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w w � w T J-CHANNEL INTEGRAL 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, x x w Y O� FIN 03 rc Is TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RAdIU6-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED "S.S.) hor Substrate Oletence Embedment* BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING w=mPlyinswildrheFlorida DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Coda Common Nail P.T.Southern Pine(SG=.55) 318' 2-7116' THE TABLES ON SHEETS 6-9, D�(�20 nk Rooting Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16" vv LY / 1P.T.Southern Pine(SG=.55) 1/Y 1-318° �� l •' 10EN@C/ . ANCHORS RE-GROUPED.head SMS Aluminum,6063-T5° 3/8" 0.050° Q'; t8-8 S.S. Steel Stud,Gr.33• 318' 0.0451"(18 Ga.) ND, � JR-06/06/17 orS.) - F Steel,A38• 318' 0.050" — — Description. Dm—�` 17 P.T.Southern Pine(SG=.55) 9118• 1-318" j , �= 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,6063-T5' 3/8' 0.083" ��T., OFtL`�: N.VENICE,FL 34275 Dat& (steel,18E S.S. ' '+;20RIDP,.•' \'C: (941}480.1600 Steel stud,Gr.33• 3!8• o.oSD• S SINGLE HUNG WINDOW INSTALLATION-NI 05/15!15 or 410 S.S.) Steel,A38• 318' 0.050' ��iS�C111AL EN��` Porsvos a��slric. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1j11I11II111v1 ALL NORM RESERVED S�dea/ModeL• Scala: Shaeh OMDmdng No. Rar. A.LYNN MILLER,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.#29298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 --T EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD �+— 1/4'MAX SHIM 16 1/4"MAX SHIM -+{ r— FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17 EDGE 0� 18 LIGHT WIDTH Q[' EDGE D - a DISTANCE FLANGE FRAME DISTANCE SHOWN 44 BALANCE �'1/4'MAX TYPE VARIES - - TYP.ANCHOR TYP.ANCHOR TYPE, 42 WITH SASH Q TYPE, SHIM �a EMBEDMENT AND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCEPER a (� DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, I�JI SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR II--�\ DISTANCE SEE TABLE 2, 18 87 SHEET 2. FIXED VISIBLE FIXED 19 201 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME I 2 _ILEG/BOX LIGHT I FOR ALL WINDOWS: NOTES: SHOWN I BUCK WIDTH FRAME HEIGHT I 48 1ANCHOR Q3.55' 1)USEONLY HORIZONTAL SECTION A-A SHOWN J— FROM EN 49 21 CENTER.D AND AT SUBSTRATE-APPROPRIATE a 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 73 OVER 36'WIDE: EDGE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDfiIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16-3/8° INSTALLATION OPTION SHOWN MAY 45 46 47 BE USED ON ANY SIDE OF THE 14 35 FROM END. FOR WINDOWS WITH WINDOW. 1/4"MAX BUCK BOTTOM LOCKS: SHIM #10 0R#12 STEE)EAL 1/4•MAX 18 2)MASONRY ANCHORS MAYBE HEIGHT50 ADD ADDRIONAL USED INTO WOOD ASPER TABLE 2, SELF-DRILLINGI SHIM SCREWS @ 8-318` SMS(G5),SEESHEET 2.ALL WOOD BUCKS LESS85 304FROM END. THAN 1-1/2'THICKARE TO BE TABLE 2,SASH CONSIDERED 1X INSTALLATIONS.1X SHEET2.EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2"THICK OPT 88 USE EITHER OR GREATER.iX AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED2)1" 81 30 64 BOTTOMLOCK. TO PROPERLY TRANSFER LOADS TO FLANGE aINTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME �DWEEP LOCATION:6.518° DESIGN AND INSTALLATION IS THE BHOWN NOTCHES AT8p FROM SASH END. RESPONSIBILITY OF THE ENGINEER Q SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR B 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH B du.@ Codee�#i0 F7ornda '. 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I 1.472" 1.565" 1.630° 1.376" 2.178 065 .375" •�'_{il 347" .974" 7 5 . 41' 35" � 106 070 1.231" 1.000' I .0P .050' .050. FIXED SASH BEVELED BEVELED MEETING RAIL SASH RAIL COVERSCREW COVER LIFT RAIL 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCTREVISFD . as complying with Ilia F10rtde Building Code Wm�ce No Aoc 11111 O ReNslan: Expi�unal Date LY N/y �•, +" 301' 316' aoo• �,`��?�. tiICENS �/l ''•,. NO CHANGES THIS SHEET. BY , Paan c F •:�� .75a" .750' P• U T No.58705 .035' -�{�-} .025" -� - _ Des Uon: Omwn Sr. 73 IG BEAD BD EXTRUDED 8, ROLLED 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O O O SCREEN FRAME V TE O N.VENICE,FL 34275 tea. SCREEN FRAME T �!/ 7ium '•. OR10p.••• \�: (8470-180D SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 caPrwarrte2W 1j1 INIAI 11-Itt�\ ""P'OT IN003fFtlE&INC, � �{odal: Scab: SMat• Dfa ing No. RBr A.LYNN MILLER,P.E. ""'"'S"�EF11ED SH-5400 •NTS 10 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.*28288 TABLE B: TABLE 8,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont STRUCTURAL # Part# Description Material # Pert# Descri tion Material STRUCTURAL SILICONE P 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism Ctae SPOLYISOBUTYLENE 1/4'NOM. FOAM 3116"NOM, WITH DESICCANT WITH DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Swoop Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 7201951146 Auto Lock Cover Assembly Cost Znc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#8 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame Sill-LChannel PVC 49 720200 Auto and Sweep Lock Keeper Cost Zinc 6 620106 SWDH Frame Sill-Flange PVC 50 78X14PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR f9eveled Tilt Latch Croner Key PVC INT.GLASS INT.GLASS 8 1 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR IPull Rail Tilt Latch Comer Key PVC 14 1 620131 IFIxed Meeting Rail PVC 63 7634PHFL 1#6x 3/4"Ph.FH SDS(Comer Key Screw) Ss 7s KODISPACE 77 SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC Q 4SG TPS SPACERO NXT7m 17 620134 Balance Cover PVC 65 420184 ITilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 I 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 1 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast One REINFORCEMENT pOLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 69 42D180 Piot Bar Comer Key PVC BUTYLENE 22 620145 Beveled Interlock Cover PVC 60 722206 Pivot Bar SS 5/16"NOM. SEALVINT.GLASS 5/16"NOM. 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast One BUTYL& LICONE SEAL 26 620153 Standard Meeting Rail Refnforoement 6005 T5 Al 64 720194 Sash Pull Handle With Latch AssemblyCast One DESICCANT STAINLROLL-FESS TEL FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph,FH SDS(Pull Handle Screw) SS E)CT GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 68 420188 Bottom Latch Strike Plato Caet One EXT.GLASS 31 6030D Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 7858B #8 x 518"Ph.FH SMS Strike Plate Screw SS 32 61719 Weatherstrip,.187"x.220"PolyPile 73 720136 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220"Flnseal 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 75 71646N Setting Block 718"x 1"x 118"),85+1-6 duro. EPDM 36 78X3THPX #8 x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 80 81012 Extruded Screen Frame Alum DURASEAL® XL EDGE'"' 37 71669SP Meeting Rall Screw Support Plate 6063 T6 AI 81 81011 Roll-Formed Screen Frame Alum 7e 7s 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Caner Key for Extruded Frame PVC SPACER SPACER 40 720)0000( Constant Force Balance 83 47042 Screen Caner Key with Pull Ring PVC 41 48 x 314'Ph.FH SMS(Con.Force Balance Screw) SS 84 47041 Screen Caner Key without Pull Ring PVC 42 Spiral Balance 86 7CASPM Tension Spring SS 43 720205Spiral Balance Shoe Nylon 86 61816C48 Screen Cloth Fiberglass 44 78X114FPAX#B x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61835/81614 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PRODUCT REVISED ,u complying with the FkrWa 76 Kommeding 4SG TPS Spacer System Duddi gCode See this l r l r r l AcmpranaoNo 17- 77 Quanex Super Spacer nXr with Hot Melt Butyl Sheet forR.vr Tion E 'ratb rDmC Materials ��apNY•LYN/V '• NO CHANGES THIS SHEET. 6r 78 Ouanex Duraseal Spacer ��:.• �ICENSF'•.�C� I.iian)r [hvditct 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 _*: NO.58705 ObarripGon: Drown By; 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI �..(c��. TE / :• N.VENICE,FL 34275 _ %,CS;'•°coRlDa,.•G�? ` (e4t)aea+eoo SINGLE HUNG WINDOW INSTALLATION-NI 05 NOTES: /15/15 'i S/ N �� 02M7 '�r�r�NALIEI��` r�vIDue arc Serret/Mode7 Sccra SfreeL DrawGp No. Rer 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA E)TRUDER CODE. A.LYNN MILLER,P.E. ALL WOars FEsEnvm 2)ITEMS#9-13,15,24,25,28,29,34,39,61,62,&6&72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P E#58705 CERT.OF RUTH,Ar18298 SH-5400 NTS 11 OF 12 MD-SH-5400-01 B OPT.SWEEP LOCK O 46 OPT.AUTO LOCK 18 20 i !Y 47 i i 57 OR 5qg 51 OR 52 i 85 o i 45 O OPT.PULL RAIL - @ 22 82 OR 84 18 INTERLOCK 8 COVER S66 O 87 OPT. 1 1 r BEVELED i MITERED FRAME WITH 21 INTERLOCK ••i•., INTERIOR AND EXTERIOR 16 '0 &COVER FRAME WELDS O 4N, 73 X4 i 18 53 \, \ �•� \. 80 OR 81 50 44 •_ .i i 14 CE SCREEN as so OPT.PULL HANDLE ASSEMBLY s� sa WITH LATCH DETAILS 41 CONSTANT FORCE \\ 16 B2 OR 83 •� !; BALANCE _--- OR OPT.PULL 40 ORO 42 43 SPIRAL BALANCE HANDLE 63 16 \,`•. MITERED FRAME WITH SASH INTERIOR AND EXTERIOR /• FRAME WELDS i 37 ASSEMBLY 66 --- 36 DETAILS It � •�' EXTERIOR `� nUDIiCT REVISED 5 I An'ACHFS 70 53 As complying with Om Fk i& _-•"MNCE i Building Code FRAME �',- I I / Revlsfon: ~^ r pimtioo Date ASSEMBLY ®" \\ \�. DNV LYNry�/.,�'' By '��•'"�tCENSF'•,C�' NO CHANGES THIS SHEET. MIomlCctYitoE DETAILS �, \ *; No.58705 *= Drano fay Deacrfptfon: 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR �� w: po ••• I�:• ^9_ N.VENICE,FL 34276 le: NOTES: ��'•.• ATE F (VT70e: %F •F�ORID?.•' \�: (8470t600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. sS G�� 2)J-CHANNEL FRAME SHOWN,PARTS q 1&5.OTHER FRAME TYPES APPLY. '��ir1�O��NIAIL S �� Poiwutn.AEs,iNC. � s mel: Smle: Shee6 Ormring No. Rav: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. A LYNN IAII,LIERIP.E fuLlBwrtsaesFnvEo 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.EJt 68705 CERT t! AUTH WIM SH-5400 NTS 12 OF 12 M D-SH5400-01 B RECEIVED NOV 12 20A a ST. Lucie County.,.Permitting , M IAM I-DADS fMJAMI-RADE COUNT 1' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMWISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.goy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW-5440"PVC Fixed Window—N.L APPROVAL DOCUMENT:Drawing No.MD-5440.0 titled"Vinyl Fixed Casement Window NOA(NI)", sheets 1 through 11 of 11, dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.20 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. I,, I>,bo Ic,t1 - b1L5 EV'EW07-0614.07 MiAMtDA[]ECOUNTY �j 2020 ®p�nova 004 2017 ST. L�a1C�E N age 1 BOCC File Copy ' I PGT Industries,Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.02) 2. Drawing No. MD-5440.0 titled"Vinyl Fixed Casement Window NOA (NI)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.20) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5520/5420 PVC fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0415.01) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 PVC casement picture windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-8128, dated 02/10/15,signed and sealed by Idalmis Ortega,P.E. (Submitted tinder NOA No. 15-0415.01) Jorge M.Plase c a,P.E. P oduct Control Unit Supervisor NOA No.17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0415.01) 5. Additional,Reference test report FTL-8183 per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0415.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB C-5th Edition (2014) and FBC-6th Edition (2017), dated 09/15/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition(2014)and FBC-6t"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, slated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. 4. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. I5-0415.02) G. OTHERS 1. Notice of Acceptance No. 16-0714.20,issued to PGT Industries,Inc. for their Series "PW-5440"Vinyl Fixed Windows--Non-Impact, approved on 09/01/16 and expiring on 09/24/20. f f orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No.17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-3 TABLE 1: Glass Type Description Table Shoot WINDOW FRAMES MAYBE ANY OF THOSE SHOWN BELOW: III # 1 7/8"1.0.:1/8'A Exterior Cap+518"Air Spaoe+1/8"A 4 8 ANNEALED 2 7/8'I.G.:1/8"T Exterior Cap+5/8*Air Space+I/&'T 3- 8 -r=TEMPERED 3 71W I.G.:3/16'A EXtedor Cap+11-4 718"1,G..311W T Exterior Cup+1/2'Alr Space+3/16"T 7 9 Z Air space+31116"A S� 9 BOX OR 5 V I.G.;1/4'A Exterior Cap+lir Air Space+114'A a 10 EQUAL 6 F LG_*1/4"T Exterior Cap+1/2'Air Space-IW T 9 10 FLANGE LEG TABLE 2;ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. MIN,OF 3 THREADS Distance Embedment' I BEYOND THE METAL P,7.Sauihem Pine�(SG�O� �7116"� M6. SUBSTRATE. 010 SMS llS.S. or 410 S.S.) Steel Stud,A653 Gr.3r 3/6' a.) VALUES MAYBE J-CHANNEL INTEGRAL E=C= A Aluminum,6063.TS* --Sw— 0�0501 USED FOR GROUTED L FIN P,T.Southern i5�ine—(SI21=0.55) 7/161 CMU APPLICATIONS. 3116*steel Ultracon Concrete(Min.2,85 JIM) 1. 1-3/8, 1 Ungrouted CIVIU.(ASTM fO) 2-ja 1-114" (SGZ� P.T.Southern 0.55) 9116, 1-wr #12 SMS �Iw PRODUCT REVISED (steel, S.S.S. teel,A361 0.050" as complying with the Florida S. Building Code or 410 S.S.) Steel Stud,A653 Gr.33- —3/8- 0.0451'(18 Ga.) No"o. 17-0614.07 B Aluminum,6063-T5* 318. 0.063' NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 Expiration Date 4/2020 _714-—steel Ultracon P.T.Southern Pine(SG=0.55) V 1/4'steel Creteflex P.T.Southern Pine(SG_-O.55) 1. ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES By - BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9,SHEETS 8-10. -fam e Product Control 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1. Concrete(min.2.85 ksi) IT, LONG LONG LONG SHORT 1/4"steel Ultracon SIDE SIDE SIDE SIDE C Ungrouted CMU,—(ASTM C-90) 2-W Tr---- --- 114"steel Creteflex Concrete(min.3.35 JIM) -7— I-W - I 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112' 1-3w h U- D 114"steel Creteflex Concrete In.3,35 ksi) 2-112" 1-3wfaI Win/ Sy Ungrouted CMU,(ASIM C-90) 2-1121 W Concrete(min.3. LONG 1/4"steel Aggre-Gator -Grouted CMU,(AS I---- LONG LONG LONG LONG NO CHANGES THIS r- SIDE SIDE SIDE SIDE SIDE IS SHEET. T 00 09 09 EEW =W XW n TABLE ANCHORS INSTALLED THROUGH INTEGRAL FIN I W Substrate Min.Edge Min. _D T T T �0 Group Anchor L L Distance Embedment' flit1j" Group z__j ,U/ -I `yyy IS 2-1/Zx.1311 Common Nall P-T.S 318" 2-7/16' N ow(LYN 2-1/Z Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7115" Matedal Min.F, 1070 TECHNOLOGY DRIVE P.T.Southern Pine(SG=.55) 1/2' 1-W61 I'.' Min.F� N.VENICE,FL 34275 #10 Trusehead SMS --Fee,Screw 92 ksi 12Dksi (steel,I"S�S Aluminum,6063-T5- XV, 0.050" ' Sue. G7 (941)-480-1600 No.58705 I"Screw 60 ksi 95 ksi or,110S.S.) Steel Stud,Gr.33* Ta" 0.0451'(18 Ga) ,M41GScfcw 90 ksi 110 ksi COPYRIGHT 0 2017 PGT INDUSTMES.INC. Steek A36* Val 0.05ir _'.A.�'�G.c. 57 ksl 96 k.1 CERT.OF AUTH.M296 ALL RIGHTS RESERVED 'I"El'.uilr�Z�. 9/16, SS I � P.T.Southern Pine(SG=.65) MIN.OF 3 Elco uilraConv 155 ksi 177 ksi 44,�z #12 SMS THREADS E'. e 127.4 ksi 189.7 W VINYL FIXED CASEMENT WINDOW NOA Al (NI) (steel.I"B.S. Aluminum,6063-Tr)- 3(87 0106Y BEYOND 6016.13.SAajrrd= _T6—ksI _22ks1 Steel Stud,Gr.33* 3191 0.050' THE Steel,A361 METAL 38 ksl SS I-I GLASS/ANCHORS/FRAME OPTIONS 70NAL 3/8' _T5_kst A.LYNN MILLER PZ ur PW-5440 PEA 58705 1.81 NTS 20FIl INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. ANCHORED THROUGH EDGE DISTANCE I 1/4*MAX. 114'MAXF. EMBEDMENT FRAME RSUC WOOD ...I__ SHIM 2 4 SHIM' FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EDGE .,b`•, EOGE FLANGE ED ENT DISTANCE —�O 5 �L---•� 'DISTANCE FRAME SHOWN ((('� t^THICKI.G. TYP.ANCHOR TYPE, ('1 - - �114'MAX.SHIM EMBEDMENT TYP.ANCHOR TYPE, DIPER STANCE PER EMSEDMENTAND 2 TYP.ANCHOR TYPE, DID� ..-... DISTANCE PER EMBEDMENT AND SUBSTRATE. -EDGE'.., .. .... _ SUBSTRATE,SEE SEE TABLE 2,SHEET 2. EDGE DISTANCE PER - TABLE 2,SHEET 2, SUBSTRATE SH.SEE 7/8'THICK I.G. TABlE 2,SHEEf2. •o {1 FLANGE EXTERIOR L VISIBLE LIGHT WIDTH --r-� 7 5 a 5 FRAME �E�{ EQUAL- NOTES: SHOWN V LEG/BOX BUCK WIDTH FRAME 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A A AND EDGE DISTANCE LIMITS.ANY INSTALLATION 71W THICK S.G. OPTION SHOWN MAY BE USED ON ANY SIDE OF THE PRODUCT REVISEDWtN00W. DADE APPROVED MULLION,FBO COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. as complying with the Florida MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2 Building Code 2)MASONRYANCHORS MAYBE USED INTO WOOD AS _ NOA-No. 17-0614.07 BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1j4-MAX. HEIGHT LIGHT T-112^THICK ARE TO BE CONSIDERED TX SHIM Expiration Data 04124!2020 HEIGHT INSTALLATIONS.D WOOD BU CKSARE OPTIONAL O #16 OR#12 STEEL 114'MAX.SHIM By-dr UNIT IS INSTALLED S 2X ARE 1.1 SUBSTRATE.WOOD SMS 2,Sj,SEE Mlamt- do Product Castrol BUCKS DEPICTED AS 2X ARE 1.1@'THICK OR TABLE 2,SHEET 2, f -� GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER V THICK I.G. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Q VISIBLE LIGHT WIDTH HEIGHT(ALSO REFERRED T TO AS DAYLIGHT OPENING)G) IS MEASURED FROM BEADING TO BEADING. FLANGE EQUAL FRAME LEGIBOX NO CHANGES TRIS SHEET. SHOWN FRAME TYP.ANCHORTYPE, SHOWN EXTERIOR EMBEDMENT AND EXTERIOR 4 EDGE DISTANCE PER INSTALLATION INSTALLATION SUBSTRATE,SEE OPTION 4 OPTION 4 EQUAL- a TABLE 2.SHEET 2. LEANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL G BOX FRAME 914'MAX.SHIM ,.� ONY'LYNA/ sHgwN 1070 TECHNOLOGY DRIVE a� '' �ICENs 'fit N.VENICE,FL 34275 1 (941)-480-1800 *• No.58705 *~ EMBEDMENT COPYRIGHT(52017 PGT INDUSTRIES,INC. CERT.OFAUTH.#29296 ALL RIGHTS RESERVED INSTALLATION VISIBLE LIGHT FORMULAS f -'• OPTION 2 WIDTH.SUCK WIDTH-&3/4" VINYL FIXED CASEMENT WINDOW NOA(NI) ° 9!9!14 ''�4°RIRP•'' �` ANCHORE07HROUGH ' EDGEMSTANCE HEIGHT:BUCK HEtGHT-5-S14^ p' % S -•-- FRAME DIRECTLY INTOVERTICAL SECTIONS-B FLANGE&EQUAL-LEG/8 )X FRAMES o� JROSOWSKI CONCRETE/CMU. $ y PW-S44O y NT.S e` 3 OF 11 fl z MD-5440.0 a B A LYNN MILLER P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION 114"MAX.SHIM OPTION 6 OPTION 6 INSTALLATION OPTION 5 ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN 114'MAX.SHIM ANCHORED THROUGH EMBEDMENT 11 FRAME INTO 2X WOOD INTO ZX WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE WOOD FRAME OR BUCKSTRIP.SEE SEE NOTE Z THIS SHEET. FRAME OR SUCKSTRIP.SEE NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. F INTEGRAL FIN INTO 2X EMBEDMENT EDGE DISTANCE EDGE 1 3 DISTANCE 5 J-CHANNEL FRAME TYP.ANCHOR —10 SHOWN 114°MAX.SHIM F EMBEDMENT TYPE, D Q O EMBEDMENT— TYP.ANCHOR TYPE,EMBEDMENT AND EDGE AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 3.SHEET 2. SUBSTRATE, (NAIL SHOWN) SEE TABLE2, INTEGRAL TYP.ANCHORTYPE, SHEET2. K 1.U. FIN EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE, J-CHANNEL R! V1S18L'E"LIGi`HTUKW1DTH T SHOWN SEE TABLE 3,SHEET 2. FRAME pj (NAIL SHOWN) SHOWN �f NOTES: SUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRLATF HORIZONTAL SECTION G-C ANCHORS LISTED ON TABLES 2&3.SHEET 2. 718*THICKI.G. FOLLOW EMBEDMENT AND EDGE DISTANCE DADE APPROVED MULLION,PSC COMPLIANTALUMINUMJSTEEL FRAMING OR STEEL STUD. PRODUCT REVISED LIMITS.ANY INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES.TABLES 2&3.SHEET 2. as complying with the Florida BE USED ON ANY SIDE OF THE WINDOW. Building de 17-0614.07 2)MASONRY ANCHORS MAYBE USED W70 WOOD NOA-No. BUCK VISIBLE AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS HEIGHT LIGHT Expiration Date 4/2020 HEIGHT THAN 1-112'THICK ARE TO BE CONSIDERED IX #10OR912STEEL INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL 1/4'MAX SHIM SMS(G5).SEE 114"MAX By IF UNIT IS INSTALLED DIRSCTLYTO SUBSTRATE, TABLES 2&3, SHIM nuale a Product Control WOOD BUCKS DEPICTED AS 2 XARE1-1/2"THICK $HEET2. OR GREATER.IX AND 2X BUCKS(WHEN USED) 1'THICK I.G. SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFT 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSOD�� REFERRED TO AS DAYLIGHT OPENING)IS F EFE MEASURED FROM BEADING TO BEADING. FLA NO CHANGES THIS SHEET. 3 REMOVED IN-FIELD INTEGRAL FIN EXTERIOR EXTERIOR IIJI FRAME SHOWN INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN FRAME 114'MAX INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. SHOWN SHIM Y LYAJAI 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 EDGE VISIBLE LIGHT FORMULAS No R70S VS' INSTALLATION DISTANCE (941)-480-1600 t , c WIDTH:13UCK WIDTH-6-314"OPTION 5 ANCHORED THROUGH HEIGHT:BUCK HEIGHT-53/4' 'v FIE III I C 0 COPYRIOliTC2017 POT INDUSTRIES,INC. INTEGRAL FIN INTO 2X CERT.OF AUTH.#29206 ALL RIGHTS RESERVED TE F WOOD FRAME OR ,V, BUCKSTPJP.SEE NOTE Z ---I EMBEDMENT AVINYL FIXED CASEMENT WINDOW NOA(NI) '82 919114 A'tORIDPI THIS SHEET. TYP.ANCHOR TYPE,EMBEDMENT r AND EDGE DISTANCE PER J-CHANNEL&INTEGRAL FIN FRAMES VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. A J/1111111% I (suREWSHOWN) PW-5440 19z"I MD-5440.0 1�j B k LYNN MILLER,P.E. ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT VIVO)_ TO-FIXED CASEMENT(00) (FLANGE FRAME WITH DIFFERENT 5440 SERIES PRODUCTS COMBINED) 5440 SERIES (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING A-63'MAX.FOR FIXED CASEMENT WINDOW AI INDIVIDUAL AI INDIVIDUAL A-40'MAX.FOR CASEMENT BICOMBINED (SILL) COMPONENTS: A-60'MAX.FOR AWNING COMPONENTS: 5440 SERIES FIXED CASEMENT COMPONENTS: I VERTICAL SHALLOW,FLUSH CAP FRAME ASSEMBLY TUBEYMULL 5440 SERIES SECTION F-F AWNING —� ,�1 WOW FRAME ASSEMBLY 5440 SERIES _ WINDOW / h"— A I ANCHOR TUBEIMULL � __ _ FIXED CASEMENT FRAME / \ 4'MAX. SEE 5440 SERIES ASSEMBLY � WINDOWS CASEMENT TUBE/MULL\- \. F-+-- 4'MAX. FOR ANCHOR (HEAD)WINDOW INFO MUM DESIGN PRESSAXIMURE WREN 5440 SERIES \ 127.114•MAX. \ 127-114'MAX. USING TME FRAME CASEMENT \ \ ASSEMBLY TUBFJM ILL, WINDOW* 84•MAX / ADDITIONAL MULLION SEE NOTE 2: ANC �/// �/ TH SHOR SHEETE NOTE 3, +1-70.0 PSF FRAME ASSEMBLY �. -- EXTERIOR B)COMBINED TUBE/MULL 5440 SERIES CASEMENT COMPONENTS: 8'MAX,SEE NOTE 3,THIS SHEET WINDOW(SILL) 4'MAX r;:ADDITIONAL MULLION ANCHOR 5440 SERIES / PRODUCT REVISED SEE NOTE 3,THIS SHEET FIXED CASEMENT o as complying with the Florida 4'MAX —�-I WINDOW / 6, VERTICAL Building Code SEE NOTE 3, SECTION G-0 NOA-No, 97-0614.07 WINDOW THIS SHEET ANCHOR Expiration Date 09/24/2020 E E 'UNDER SEPARATE APPROVAL By 63'MAX. Mlam a roduct Can m FRAME ASSEMBLY TUBEIMULL NOTES,ALSO SEE NEXT SHEET: FRAME ASSEMBLY TUBE/MULL 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME SEE WINDOWS APPROVAL _ TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,TYPE,SHAPE.QUANTITY FOR ANCHOR INFO AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. SHALLOW, �.— 127.1/4'MAX. 5440 SERIES FLUSH 2)ANY 5440SEPJES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER FIXED CASEMENT CAP SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME WINDOW(HEAD) ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. NO CHANGES THIS SHEET. CI HORIZONTAL FOR ALL WINDOWS IN THE ASSEMBLY,USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR SECTION E-E: ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN SHALLOW,FLUSH CAP PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE 5440 SERIES ASSEMBLY. 5440 SERIES FIXED FIXED CASEMENT o CASEMENT 3)FOR ALL COMBINATION UNITS.ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED - WINDOW WINDOW TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET.ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX 1t 11 III REOUEFiED A5 SHOWN ON BEET 0. 1070 ADDITIONAL ANCHORS AND END CAPS ARE �p{,Y.LYNN 1070 TECHNOLOGY DRIVE `��;.• OCENs4;.,V 4)FOR FLANGE OR EQUAL-LEGMOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE N.VENICE,FL 34275 FRAME ASSEMBLY TUBE/MULL MIN.#1O X 3/4'SMS®1T FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 3/4'SHEET METAL (941)-480-1600 =*: No.58705 MAX O.C.THROUGH SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION - DEEP,FLUSH CAP INSTALLATION HOLES,SEE ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 1T MAX.O.C.,ADD ADDITIONAL EXTERIOR COPYRIGHTO2017 PGT INDUSTRIES,INC. WINDOWS APPROVAL FOR ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS N07 REQUIRED TO BE CLIPPED SEE SHEET 6 FOR FRAME J-L ANCHOR INFO. TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. ASSECERT.OF AUTH.#29296 ALL RIGHTS RESEED � Try •A'; U 1 Q'_ MBLYTUBEIMULUON \/ - ,• -" VINYL-FIXED CASEMENT WINDOW NOA(NI) ° 9/9114 DETAILS % �`�'•.;�coRtoP•,.••G�Z�: 5)THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 83'IN LENGTH OR BE USED IN G TEE OR CROSS CONFIGURATIONS,TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL `s 10NAL EN��`` OF 127-1/4'IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW SUCK.INCLUDING o FRAME ASSEMBLY TUBE DETAILS A P t J ROSOWSKI THE FRAME ASSEMBLY TUBEIMULL WIDTH. „ PW5440 NTS N 5 OF 11 �," MD-5440.0 B A LYPNNE#M15LBL7FR P.E. EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL.FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE MULLION UNDER SEPARATE APPROVAL. 1-1f4' END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-1/4°MAX. WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR --.•� 127-IW MAX, F� 63°MAX. SEE NOTE 2,SHEETS SILICONE. 7ADDITIONAL GROUP F ANCHORS. • 0 90 �'•� ® Y� � -1/4' ' 127-1� i 1 MAX L Fl%Et1FU(ED FIXED FIJ(H) IT —+- 127-1/4°MAX. 127-114° 2 OR MORE WINDOWS WITH VERTICAL T MAX. FRAMEASSEMBLY TUBE/MULL. } .H 255•314^ (4 WINDOWS MAX.) I �/ MAX 4^ D 1.114' 127-1/ EXTERIO127-1/4°MAX MAX. a 63' — FIXED 2OR MMORE WINDOWSWINDOWS AWN` U, AWN• MAX.)WITH HORIZONTAL FRAME I ASSEMBLY TUBE/MULL ( - 127-1/4^MA)!. �•+— 255314'MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED ASSEMBLY TUBElMULL VARIOUS WINDOW as comptyln with the Florida SIDE VIEW TYPES AND SIZES(4 WINDOWS MAX.) Building Code NOA No. 17.0614.07 A=63°MAX.FOR FIXED CASEMENT FExpiration Date 09/24/2020 rA=40'MAX.FOR CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLYTUBE/MULL I A=60•MAX FOR AWNING By FRONTVIEW 1__ A --I Miam a ra uc Control 1)APPLIES TO FIN OR 1CHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: r_ 2)REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. REFER TO SHEET 5 FOR THROUGH-FRAME ✓FIXED 1-1/4' *UNDER ANCHORAGE AND THIS SHEET 1'CgsE, � SEPARATE 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. FOR NAIL FIN ANCHORAGE DETAILS APPROVAL TYP.AT ALL FRAME ASSEMBLY TUBE ENDS 4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14°. BOTH HORIZONTAL AND VERTICAL 127_1/4• \ 255.31V MAX. MAX / 127.114' LIL / /CASE• �MAX• NO CHANGES THIS SHEET. 1250^ J - C 2 OR MORE WINDOWS(4 WINDOWS MAX)WITH 1.874° '221' REMOVE FOR HORIZONTAL FRAME ASSEMBLY TUBEIMULL. VARIOUS WINDOW TYPES AND SIZES. 1.874' -�-I� r FIN APPLICATIONS \tON`(LYN/�/ .100' 3250" �J' f(. .375' .fi27' T (— �? GEN ••21j� 1.440' IVE 1070 TECHNOLOGY DR ��:'• U sF •':�F� .080° .060° ' .oss^ N.VENICE,FL 34275 91 SHALLOW,FLUSH ODEEP FLUSH *;SNo.58705 _ CAP,PVC CAP,PVC (941)-480-1600 sea^ l�L EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE ® COPYRIGHT®2017 PGT INDUSTRIES,INC. �- 93 END CAP,PVC CERT.OF AUTH.#29296 ALL RIGHTS RESERVED %0 •, ST �OF (V� FRAMEASSEMBLYS .F<OgIDP•.•' 90 TUBE,ALUM 6005-75 = VINYLFIXEDCASEMENT WINDOW NOA(NI) 2 9/9/14 �'.;�SS' ••••• G�\�� NAL EN.• 0 FRAME ASSEMBLY TUBE DETAILS B om' J ROSOWSKI /I!I I I 11111 PW-5440 NTS 0 OF 11 oz MD-5440.0 z B P.A.LYNN M=P.E. H E.# PRODUCT REVISED as complyIng with the Florida Bullding Cade NOA-No. 17-0614.07 Explratlon Date 9/24/2020 By Mlaml-Da roduet Gantrol —►{ 7/8'NOM. 718"NOM. 718•NOM. Wil"NOM. �+- 118"A GLASS I 118"T GLASS 3/16"A GLASS I I 3/16'T GLASS I 5/8"AIR SPACE 5/8"AIR SPACE 1/2"AIR SPACE 1/2"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS NO CHANGES THIS SHEET. G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 80.83 80A3 60-63 80-83 � GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 > y 3 cp �m R C}9 crit i a120 O O �� r tL z ars Q uMaip r2 =wr oa o 000 e z �+- 1'NOM. �-+ 1"NOM. -�{ 'aN '�� f�9< Q 9M0 1/4"A GLASS 1/4"T GLASS1@'NOM.GLASS Z°% Z LL LL 80-83 r RITE TYP. U c 1/2"AIR SPACE 1/2'AIR SPACE i z n 6 7 a 74 ro W 1/4"A GLASS---, 1/4"7[GLASS--N ® N W Iaays a EXTERIOR a EXTERIOR -� to � a H U F z 80.83 80-83 78 n < W -)-S U o �5c7 EXTERIOR � J Z GLASS TYPE 5 GLASS TYPE 6 a a�D o > L9 a o a/71 'asep saves •t:•'•LICEN '•. TYP. GLAZING DETAIL * No.o.588705 ' �• ST F � -:••w� V` GLAZING NOTES: s 70NAL 11111 j,\0 A':ANNEALED =TEMPERED A LYNN MILLER,P.E. P.E#58705 PRODUCT REVISED TABLE 4: as complying with the Florida Window Design Pressure,(+/-p4usa n�l. NOA-Nno cede 17-06.14.07 for Gds. 1 1/8"A Cap-Airspace-118"A TYPo, j Expiration Date 09/2412020 Window Long Side(n) TABLE DIMENSIONS MAY BE Dimensions 51.05 54 58 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR BY HORIZONTALLY AS SHOWN. Mlam-Dad ro uc Control 18 +801-93.7 +801-926 +80/-91.9 +601-91.3 +80/-90.3 +801-89.8 +801.88.9 +B0/.88.2 +80157.5 +80/-86.9 +801-86.4 +801.86-1 LONG 20 +801-86.4 +80145.2 +80%84.5 +801-83.5 +601.80.6 +/-79,4 +/-77 +/-75.2 +/-74 +/-73.1 +/-722 +f-71.5 SIDE 22 +801-BO.3 +/-75.2 +/--73.3 +/-71.5 +/•68.4 +/.67 +/-64.4 +/.62.5 +/.60.7 +/-59.2 +/$8 +/-57.1 LONGSIDE / 24 +/-75.6 +/-71.3 +/-68.2 +/�5.7 +/.60,7 +/-58.5 +/-55.3 +/$3.1 +/-51.1 +/-49.7 +1.48.2 +1-47.3 26 +1-71.7 +/-70.2 +1.87 +1-63.5 +156.7 +/$4.7 +/-50.9 +/-47.7 +/45.5 +/43.7 +/-42.3 +/-41.2 SHORT 7/ 28 +/-68.3 +/-57 466.1 +/-63.5 +1-56.3 +IS4 +149.5 +/-45.5 +/-42.8 +/-40.3 +1-38 +/-37.1 SIDE 30 +/-65.6 +/-64.1 +/.632 +1524 +1-58.9 +1-54.4 +149.7 +1-05.4 +/-42.1 +/-3.B +/56.4 SHORT o ._L_. SIDE NO CHANGES THIS SHEET. � +!•832 +/-61.7 +/-50,8 +/$9.9 +/$7.8 +/$q-B +/-5D.2 +/-05.9 +/d25 +/38.9 rn 34 +151.2 +/-59.8 +/-58.6 +/-57.8 +1$6.3 +1-55.1 +/-50.8 +1-06.4 +/-43.2 0 36 +1-59.8 +/-57.9 +/-56.8 +/-55.9 +/-54.4 +1$3.7 +/-50.8 +146.6 f-- LONG SIDE s 38 +1-58.2- +1$8.4 +/.55.3 +154.3 +/$2.7 +/-52 +149.5 T- 40 40 +/57.1 +/-55.1 a+/-53.3 -wry. +/53 +151.3 +1-50.5 . SHORT 42 +/-56,2 $2.8 +/$1.8 +150 MAX D.C.SPAQNGIFANCHORING MAX O,C SPAO NG IFANCFIORING SIDE � LONG SIDE Y m THROUGH THE FRAMEPER SHEET53&4 THROUGHTHEINTEGRAL RN PER SHEET4 W z 44 +f-55.5 /-52 +/50.8 Cd 46 +/-54.9 -51.1 APPUESMA,BCORDANCHORS APPUE57DEORFANCHORS Of 48 +/-53.5 (SffTAeLE 2) (SEETAeLE 3) A n aap O 0 4' 51.05 +/-50.6 ❑ 1 �- I SHORT I_ O F-u`1 - vi SIDE f"'r O J oo -0 Z .fA 0 ZLL m " Q uMnrO o, TABLE 5: ' 06m ®a Z •oN Window Design Pressure,(+/-psf) Us.ft t bb 2 Lu !E� Q 9,110fa Gass 1/8"TCap-Airspace-1/8"T TYP., Z Z , LL Wndo, Long Side(n) 3:Dimensions 60.826 64 66 68 70 74 77 80 64 87 92 87 99 Z m Co0 32 +801-98.2 +801-96.6 +801-95.6 +801.94.7 +801-93.8 +801-924 +80/51,4 +801-90.5 +801-89.5 +80/-58.7 +801.87.7 +80/-86.7 +801-88.4 w 34 +801-94.5 +80/-92.8 +801-91.6 +80/-90.9 +801-90 +801-56.5 +80!-87.5 +801-86.6 +60%85.5 +80/-84.7 +80/-83.6 +80/-B26 +801-823 N W , 36 +BDI-91.4 +801-89.6 +BOI-88.5 +801.87.6 +801.86.7 +801.85.1 +801.84 +80f-83.1 +60/-81.9 +801.812 +/-80 +1-79 +/-78.7 = U u=j H Lu Z 38 +801.88.6 +601-88.7 +801.85.6 +801.84.6 +801-53.7 +80152.1 +801-81 +1.80 +/-78.8 +/-78 +/-76.9 +/-75.8 W K ai" 55 +601.83.1 +80/•821 +80/-81.1 +/-79.4' +/-78.3 +/-77,3 +/-78 +/-75.2 +/-74 a LL a o q0 +80/$6.3 +11101-84.33 Z 42 +80/•84.2 +801-821 +801-80,9 +1-79.8 +1-78.8 +/-77 +/-75.9 +/-74.8 +/-73.6 +/-727 LL C7 v 44 +801-524 4+/-77.3 +1-79 +/-77.9 +/-76.8 +1-75 +1-73.7 +/-72.7 +/-71.4 Z 55 w 46 +8g/-80.9 +/-77,3 *1-76.1 +/-75 +/-73.1 */-71.8 +1-70.7 j p a 0 48 +1-79.7 +175.9 +/-74.6 +/-73.5 +/-71.5 +/-70.150 +1-78.6 +l-74.8 +/.73.3 +/-72.1 +/-7052 +/-77.7 +/-73,5 +1722 +1-70.9 MAX.O,CSPACINGIFANCHORING MAX.O.CSPACINGIFANCHORING � V LYN/yM�THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL RN PERSHEET4 `\ •......64 +1-77.1 +/-728 +1-71.2 NOTES: \ 'l•:'VICEN-9 56 +/-78.8 +/-736 +/-71.8 APPUES(SEETAROANCHORS APPUESTOFANCHORS 1)BUCK DIMENSIONS SHOWN. .' F 50 +/-76.3 +/-73,1 (SEETABLE 2} (SEETABLE 3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _* No,58706 60,826 +/-76.1 155` 4- NEXT AVAILABLE SHORT OR LONG DIMENSION. 3 FOR ARCHITECTURAL WINDOWS SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN ST F THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i F '•,FCORIDP.•' ?\ WINDOW WILL COMPLETELY FIT WITHIN. ��SS'1ONAL�C1�\\ /'/1/111111111`` A.LYNN MILLER,P.E. P.E.#58705 PRODUCT REVISED TABLE 6: os com 1yin5 with tho Florida Window Design Pressure, +1- 6 Use�I.& TABLE DIMENSIONS MAY BE auildlny Code g ( p o I'or Glass 3 ORIENTED VERTICALLY OR NOA-No. 17-0614.07 3116"A Cap-Airspace-3/16"A Type: HORIZONTALLY AS SHOWN. Expiration Date 09124/2020 LONG R40 LDng5lde(in) SIDE BY Dimensions 69.85 71 73 75 78 80 85 86 89 92 96 99 f-+-- LONG SIDE Mlaml-D Product Control +/-76.9 +/-76.4 +1.74.3 +/-725 +/-70.6 +/59.3 +/-662 +/.85.7 +1.84.1 +/52.6 +1-60.8 +/-59.8 +/-73.7 +/-73.3 +1-71.3 +159.7 +/.66.8 +/-65 +151 +/-60.3 +/.58.1 +/-56.3 +/54.7 +/53.8 T- +/-71 +/-70.5 +/-69.8 +/57.9 +/-84.4 +/52.5 +/•57.2 +/56.3 +154.7 +1.52.9 +/•50.9 +/49.7 SHORT SIDE +1.88.6 +/58.1 +157.4 +156.8 +153.5 +/-61 +/55.6 +1-54.9 +/-527 +1_50.6 +/-48.2 +/48.4 SHORT +158.4 +155.9 +155.2 +/-64.6 +/53.2 +15(1.7 +155.1 +134,2 +/52 +/119.7 +/-46.4 +145.2 SIDE 42 +/54.6 +/54 +/-63.3 +1-626 +/-61.7 +150.5 +/-55.1 +/54.2 +/31.7 +/-49.1 +/48.3 +/114.5 44 +/528 +/52.4 +151.6 +/-60.9 +/50 +159.4 +1-65.1 +/-54.2 +/51.8 +/-49.1 +/116.1 +/-44.5 46 +/�1.5 +/50.9 +150.1 +/•58.4 +/-58.4 +l-57.8 +/55.1 +134.2 +151.8 +1-49,3 +1-48.3 +1-04.5 �-"- LONG SIDE -� T NO CHANGES THIS SHEET. 48 +J502 +/-59.6 +1-58.8 +1-58 +/-57 +156.4 +/-55 +/34.2 +/51.8 +/-49.5 +1-46.4 +1-44.6 T o S0 +/59.1 +1-58.5 */-57.6 +/36.8 +/55.8 +/55.1 +/-53.7 +/53.4 +/31.8 +1.49.5 +/46.6 SHORT LONG •"-> rn 52 +/-58.1 +1-51.5 +1-58.6 +/55.8 +/-54.6 +1-54 +1-525 +/522 +/51.5 +I49.3 SIDE SIDE o N 5q +/57,3 +/56.8 +135.7- +654.8 +/53.7 +/_53 +151.4 +/51.1 +150.4 . 56 +156.6 +/35.8 +1-54.9 +/-54 +/.52.8 +/52 +1-50.4 +/30.2 57 +1-6.3 +/-55.5 +1-54.5 +/-53.8 +/-52A +151.6 +/-50 NOTES: WW Y m 1)SUCK DIMENSIONS SHOWN. > E 60 +/35.5 +154.7 +!•53.6 */32.6 +151.3 +!50.5 SHORT I _ rn MAX.O.C.SPACING IFANCH(MING MAX.O.G SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE r� p ❑ O o 62 +155.1 +!542 +1-53.1 +/-521 +/-50.7 m w to THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET NEXT AVAILABLE SHORT OR LONG DIMENSION. > I. o� �IaO O +133.9 +/-527 (9 v zy 66 +/54,5 +/53.6 +/-52A APPUESTOA,B,COR DANCHORS APPUES10 EOR FANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). 68 +133 8 +/53 1 (SEETABLE2) (SEETABLE3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O p a(' ? 're O 15' 3-FOREANCHORS,4°FORFANCHORS THETABLE(S)ABOVE WHICH THE ARCHITECTURAL z o c= Q uxan 69.65 +1520 WINDOW WILL COMPLETELY FR WITHIN. U(W1 7 R¢ Z W S u O0 sMo TABLE 7: Usa th§labh O^> Window Design Pressure,(+/-psf) z o z m ,or pass v 3/16"T Cap-Airspace-3/16"T Type: Q 3: W LL CO Window Long Side(in) U.1 O1 Dimensions 81.52 83 85 B7 89 92 94 97 99 103 MY 110 113 118 122 126 132 138 144 g LU Iaays 48 +801-94 +80/-93.3 +80/-92.5 +801-91.7 +801.81 +801-69,9 +80159.3 +801-88.4 +801-87.9 +801-86.8 +801-85.9 *801-85.3 +80/-84.7 +801-83.8 +8D/-83.1 +80/52.5 +801-81.7 +80/-80.9 +80150.3 ® U.1 OrD = 48 +801-91.6 +80/-90.9 +80/-90.1 +813/-88.3 +130/-88.5 +80!57.5 +801-88.8 +801.85.9 +BOT-85.3 +80/-84.3 +801.83.3 +80!527 +80/52.1 +80!51.2 +80/-80.5 +1_78,8 +/_713 +/-78.3 = U ,.- 50 +801.89.5 +80/-88.8 +80/•87.9 +801-87.1 +801.86.3 +80155.2 +801-84.5 +801-83.6 +801-83 +801-82 +801-81 +80/-80.3 +/-79.7 +/-78.7 +/-78.1 +/-77.4 +1-76.6 Q W 0�.ala'S 52 *801-87.8W+801/-182-21 6 +801.85.1 +60154.3 +801-83.2 +801-132.5 +801-81.5 +80150.9 +1-79.8 +/-78.8 +/-78.1 +/_77.5 +/-76.5 +/-75.8 +1-752 o X LL Z p� 54 +80!55.9 .2 +601-83.3 +80/-82.5 +801-B1.3 +801-80.6 +/-79.8 +1.79 +1.77.9 +/-76.9 +/-78.2 +1-75.5 +1-74.6 +/-73.8 ry 56 +80/-84.4 .6 +80/-81.7 +80/-80.8 +1-79.7 +/-78.8 +/-77,9 +/-77,3 +176.1 +1-75 +1.74.3 +/-73.7 +1.72.6 Z W � 58 +801-83 .2 +601.80.2 +1-79.4 +J-78.1 +/-77.4 +1-76.3 +/-75.7 +1-74.5 +/-73.4 +/-72.7 +/-72 > C) 0_ 60 +801-81.8 +80/-81 +1-79.9 +/_78.9 +/-78 +/-76.7 +/-76 +1-74.9 +/-74.2 +/-73 +/-71.9 +1.71.1 '171 's'o s°"'S m 82 +801-80.6 */-79.9 +/-76.8 +1_77,8 +1-78.8 +/-75.5 +1-74.7 +/-73.8 +/-72.8 +1-71.6 +/-70.5 l l l l l l 64 +/-79.8 +/-78.9 +1-77.8 +/-76.7 +/_75.7 *1-74.3 +/-73.5 +/-72.4 +/_71.8 +/_70.3 `�.�p.1Y_..... rrd 67 +1.78.8 +1-77.7 +1-76.4 +/-75.3 +1-74.3 +/-72.8 +1-72 +1-70.7 +/-70 'LICENSE', m + +1-76.1 +/-74.9 +1-73.8 +/-72.4 +/-71.5 +/-70.3 , •.11 70 +1-77.7 +/-76.7 +/-75.4 +1-74.2 +/-73.1 +/-71.5 +/-70.6 Nd.58705 68 /-78.3 +/-77.3 _ *_ 72 +/-77.2 +/-76.1 +1-74.8 +1_73.5 +/-724 +/-70.8 =•D Vf q - 74 +/-76.8 +/75.7 +/74.3 +/-73 +/-71.8 MAK.O.C,SPAUNGIFANCHORING MAX O.C.SPACING IFANCHORING l /� . THROUGHTHE FRAME PERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ;0,�•. SAT (v` 70 +1-76.5 +/-75.3 +1-73.8 +1-72.5 78 +/-76.3 */-75 +/_73,5 APPLIES TO B,COR DANCHORS APPLIES TO FANCHORS i�� ''�.�ORID�,.•'G\�; +/ (SEETABlE2) (SEETABLE3) �''�S��NAL 80 +/-76.2 -74.8 15.5° 3.3° /lI IIIIIILI 6152 +/-78 1 A.LYNN MILLER,P.E. P.EJl 58705 PRODUCT REVISED TABLE 8: as complying with the Florida Window Design Pressure,(+/-psi Use.reek TABLE DIMENSIONS MAYBE 9u11ding Code Ior Gkss $ ORIENTED VERTICALLY OR NOA-1o. 17-0614.07 1/4"A Cap-Airspace-114'A Type: HORIZONTALLY AS SHOWN. Expiration Date 09/24/2020 Window Long Side On) LONG Dimensions 81.52 B3 85 87 89 92 94 97 99 103 107 110 111 SIDE n9 I-- LONG SIDE mia N e Product Control 46 +/-67.1 +/-68.7 +1.66.1 +1-65.3 +/53.2 +/-60.1 +138 +f-55.1 +/-53.6 +/-51.3 +/48.8 +146.8 +146.4 48 +/55.4 +/55 +/54.3 +153.8 +/-62.8 +/-59.8 +/57.8 +1-54.9 +/53.5 +/-50.6 +1.47.9 +/46.3 +145.7 50 +/53,9 +/-63.4 +/528 +1-622 +151.6 +/-59.4 +157.2 +1-54.9 +/-53.5 +/-60.8 +/47.3 +/-45.9 +/-45,4 SHORT SIDE 52 +/526 +/-621 +151.4 +/50,8 +150.2 +/-59.2 +157.1 +/-54.7 +/-53.5 +1-50.8 +147.5 +1-05.7 +/-45.4 SHORT 54 +/51A +/-60.8 +/50.2 +/-59.5 +1-58.9 +/58.1 +/56.9 +154.7 +/-53.3 +150.6 +/47.5 +1-45.9 +/.45.4 SIDE 56 +/50.3 +159.7 +159 +1-58.4 +1-57.7 +/-56.9 +1-56.4 +/-54.5 +153.3 +/-50.4 +147.5 +/45.9 +/45.5 58 +/-59.3 +158,7 +1-58 +/57.3 +/56,7 +1.55.8 +/55.3 +/-54.4 +/53.1 +/50.4 +147.7 +1-45.9 +1.15,6 60 +158.5 +157.8 +/57,1 +/•58.4 +/55.7 +/54.8 +/54.3 +/-53.5 +1-527 +/-50,4 +/47.7 +/-45.9 �- LONG SIDE NO CHANGES THIS SHEET. c o 62 +/57.7 +/-57.1 +/56.3 +/-55.5 +154.9 +l-53.9 +/53.3 +/-525 +/52 +149.9 +147.7 64 v LONG SIDE 57 +(-56.4 +/55.5 +/-54.8 +/54.1 +1-53.1 +1525 +1-51.7 +51.2 +149.3 .f U) E g 67 +/58.2 +/-55.5 +/-54.8 +/-53.8 +/-53 +/52 +/51.4 +1-50.5 +/-50 SIDE N 68 +/55.9 +/-55.2 +/-54.3 +/53.5 +/-527 +151.7 +1-51.1 +/502 70 +/55.5 +1-54.8 +/-53.8 +f-53 +/52.2 +/-51-1 +150.4 72 +/55.1 +/-54.4 +1-53.4 +/-525 +/-51.7 +150.8 W4 'a C oD MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING NOTES: SHORT > r naa 74 +/-54.8 +1-54 +/53 +/-521 +151.3 1)BUCK DIMENSIONS SHOWN, SIDE a. @ rn 78 +(54,8 +/-53.8 +1527 +/-51.8 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 Im a� OI O 2)FOR SIZES NOT SHOWN,ROUND UP TO THE }r a1a0 0 o 78 +153.6 +1-529 +/51.8 APPUESTOA,B,CORDANCHORS APPUESTOEORFANCHORS NEXTAVAILABLESHORTORLONG DIMENSION. CO w z .Ty (SEETABLE2) (SEETABIF3) O m -, Be +1-52.5 +f-51.8 J Z ]5` 19 26"FOR EANOIOR5,4"FOR FANCHORS 3)FOR ARCHITECTURAL WINDOWS SHEET 2), 0 J 0 a 8 0 81.52 +/51.5 FIND THE SMALLEST SQUARE WINDOW SIZE IN Z LL THE TABLEs S)ABOVE WHICH THE ARCHITECTURAL 2 lij O WINDOW WILL COMPLETELY PIT WITHIN. oo ®a =NTABLE B: IW-Z Ym �< GMO Window Design Pressure,(+!-psl7 Us msn ecle o LU r O for Ghss 6 � 0 V CD 1/4'T Ca -Airspace-1/4"T25 rypc z 8 z CO LL O Window Long Side(in) F- m 0 Umenslors 84,85 86 90 92 94 97 100 102 105 109 112 116 120 124 128 133 138 144 Z CD 46 +801-96.2 +801-95.7 +80/54.2 +801-93.5 +801-92.8 +801-91.9 +801-91.1 +801-90.5 +801-89.8 +801-88.9 +80/$8.2 +801-87.5 +801.86,7 +80156.1 +801-85.5 +801.84.8 +801.84.1 +80/-03.5 W H W 1as4s 48 +80%93.7 +801-93.2 +801.91.6 +80150.9 +801-%.2 +80/-89.3 +60/58.4 +801.87.9 +801.87.1 +80/-86.2 +801.85.5 +801-84.7 +801-84 +801-83,3 +80/-827 +801$2 +801-81.3 +80/$0.6 ® W K 50 +80%91.6 +80/51 +801-8.9.3 +801-68.6 +8d-97.9 +80/•86.9 +801.86 +801-85.5 +801.84.7 +801.83.7 +50/-83 +801.82.2 +801-81.6 +BO/-80.8 +80680.2 +/-79.4 +/-78.8 +/-7a.1 = .V 60 Z 52 +80/-89.4 +60%88,9 +801-87.2 +80/•86.5 +801.85.7 +801-94.7 +80/•83.8 +801-83.3 +80152.4 +801.81.5 +BW-80.8 +/-80 +/-79.2 +/-78.5 +177.8 +1-77.1 +/-76.4 alaag 54 +801-87.6 +801.87.1 +801-85.3 +80/-84.5 +801.83.8 +80/-828 +801.81.6 +901-81.2 +80/•80.4 +679.4 +1.78.7 +1-77.9 +177.1 +1-76.4 +f-75.7 +/-74.9 o W a. o 56 +801-86 +BO/-85.9 +601-83.6 +80182.8 +84 82 +80%81 +/80 +/-79.4 +/-78.5 +/-77.6 +1.76.8 +1-75.9 +/75.1 +1-74.4 +1-73.7 U Z r 58 +80/-84.5 +801.83.9 +801.82.1 +801•81.2 +801.60.4 +/-79.3 +/-78.3 +/-77.7 +/-76.8 +/-75.6 +/-75 +1.74.2 +/-73,3 +/-72.6 v Z 0 60 +801.83.2 +60152.6 +801-80.6 +/-79.8 +/-79 +/-77.8 +/-76.8 +1-76.2 +/-76.3 +/-74.2 +173.4 +/-725 +171.7 0 a- 62 +80/-82 +801-81.3 +1-79.4 +/-7a.5 +/-77.6 +/^76.6 +1-75.4 +1-74.7 +/-73.8 +/-727 +171.9 +/-71 epiase0 so"as 64 +801.80,9 +601-80.3 +/-78.2 +1-77.3 +1-76.4 +/-75.2 +1-74.1 +/-73.4 +/-72.5 +1.71.3 +1-70.6 66 +1-80 +/-79.3 +1-77.2 +/762 +675,3 +/-74.1 +/-72.9 +/-72,2 +/-71.3 +/-7Q1 Y LY 68 +1-792 +/-78.5 +/-76.2 +/-75.2 +/-74.3 +/-73 +/-71.9 +/-71.2 +1-70.2 �� O.......N!v�'�i� 70 +/-78.4 +/-77,7 +1-75.4 +1-74.4 +/-73.4 +172.1 +1^70.9 +/-70.2 �1�•• 1,10EN@F•;Q!/ 72 +1•77.8 +/-77.1 +/-74.7 +/-73,6 +/-726 +/-71.2 +/-70rdp•r,�7 _ *: O5 74 +1-77.3 +1-76.5 +1.74 +/-72.9 +/^71.9 +1-70.5 76 +I-76.9 +176 +/-73.5 +/72.3 +/-71.2 MAX.O.C.SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THEINfEGRALFIN PER SHEET4 'A 78 +/-76.6 +/-76.7 +1-73 +)•71.8 ��'.. S'r TV�V 80 +/-70.3 +/^75,4 +/-726 APPUESTO B,COR DAN010RS APPLIES70 FANCHORS %��-'• ORIDP,,•'�� 83 +/-76.1 +/-75.1 (SEETABLE2) (SEETABLE31 84.85 +/-76 A.LAM' P.E. P.E.I!58705 ( I 3,500• IhI 3.500' 3.500' 3.500' 1 1.3117.6�� h iJ LI 5. U .075' .075" .075° .075 .060 0 0 0 5 O ANCHOR COVER IIIInnIIIIII a❑D 2.166" a❑� 2.166" ri 2.166" a❑� 2.166" .626' .625• O7!8'BEAD 1,375• O J-CHANNEL FRAME O FLANGE FRAME 1,31+75• O INTEGRAL FIN FRAME 4O EQUAL LEG/BOX FRAME -+{ .e64• 175• -L ALUMINUM o SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- to' NT FILL AREA STRUCTURAL BUTYLENE SILICONE 5/16'NOM. SEAL5/18°NOM. STRUCTURAL 3/1 S'NOM. POLYISOBUMEN 1/4'NOM, FOAM BUM& LICONE SEAL O7 1'BEAD WITH DESICCANT WITH DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL INT.GLASS EXT.GLASS EXT.GLASS E)OT.GLASS E)Cf,GLASS PRODUCT REVISED cemping with the Florida INT.GLASS INT.GLASS INT.GLASS Building ode MITEREDNOA-No. 17-0614.07 CORNERS WITH KODISPACE SUPER s2 e3 DURASEA0 XL EDGE'"' E)(T5 ORAD O 4SG TPS 51 SPACER'DNXT'm SPACER SPACER Expiration Date 0912412020 WELDS TABLE 10: 6Y # Part# Description Material Mia Da Product control 1 620139 Jchannel Frame P C 2 620140 Flange Frame PVC 3 620141 Integral Fin Frame PVC 4 620142 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC 6 720136 .7/8"IG Glazing Bead PVC 7 720135 1"IG Glazing Bead PVC NO CHANGES THIS SHEET. 5 74 Backbedding,GE 7700 or Dow 791 Silicone FRAME 78 71646N Setting Block(718"x i'x 118•),85+/-5 duro. PVC o 90 20160A Frame Assembly Tube AIum.6005-T5 > ASSEMBLY DETAILS 7 91 20177 Shallow Flush Cap PVC a 92 20178 Deep FushCap PVC 1 93 20132 Frame Assembly Tube End Cap PVC 1111 111 I I I If, �\� N EXTERIOR 1070 TECHNOLOGY DRIVE `��\�A" CENSF N.VENICE,FL 34275 "t; F 1! NOTES: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING (941)-480-1600 No.58705 _ =Tf:� FOR CLARITY. *- Part# Description Material 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYRIGHT 02017 PGT INDUSTRIES,INC. --0 FRAME TYPES,PARTS 92.4,APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 6 - 80 IKommeding 4SG TPS Spacer System 3)ITEMS#8-73,75--f7,79&84.89ARE NOT USED 'O S A7 (� �4C,` See this AND ARE NOT PART OF THIS APPROVAL. VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9/9/14 '-.,A�ORIDP,. 81 Quanex Super Spacer nXT with Hot Melt Butyl Sheat for 4)ENERGI PVC TO BE LABELED FOR AAMA ��i SS ....... 82 Quanex DUraSeal Spacer Materials ExTRUDERCODE. o BOM&ASSEMBLY Vm J ROSOWSKI '.,0NALIENG� 83 ICardinal kl Edge Spacer REFERENCE TEST REPORTS:FTL-8717.8968&8970 PW-5440 NTS y 11 OF 11 oz° MD-5440.0 B A.LYNN MILLER,P.E. REX 58705 t+ - , t PRODUCT REVISED GENERAL NOTES:SERIES 5440IMPACT RATING DESIGN PRESSURE RATING ascampr with the Florida NON-IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW NOT RATED FOR VARIES PEROPTIONS.SEE NOA-OA-n6 GoodBe IMPACT RESISTANCE TABLES 49,SHEETS 8-10 NOA-ng 77-0614.07 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE Expiration Date 09/24/2020 REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4.9 MAX.BUCK WIDTH SEE TABLES 49 VELOCITY HURRICANE ZONE{HVHZ). (SHORT OR LONG SIDE) 8Y (SHORT OR LONG SIDE) Mlami-D roduet Control AX 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, MAX.O.C.SEE r +-2�M B.SEE _ TABLES¢g {� W MAX D.SEE' _ --.I I-.— MAX.O.C.SEE TABIES 4B jL SHEETS SHEET4 I I 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-RADE ' . COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, VISIBLE VISIBLEWIDTH LIGHT WIDTH MAX.BUCK LIGHT WIDTH 4)ALL WOOD BUCKS LESS THAN I-12"THICK ARE TO BE CONSIDERED 1X HEIGHT,SEE INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY I— I (LONGSOR TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/Z"THICK OR GREATER. I SHORT SIDE y 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO t I / ; ) ■ I / , JR-06106/17-UPDATED PROPERLY TRANSFER LOADS TOTHE STRUCTURE WOOD BUCK DESIGN AND VISIBLE 1 VISIBLE ANCHORAGE TO FBC 2017. INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT A I / LIGHT A.SEE C I LIGHT C,SEE OF RECORD,(AOR). HE]3.T / HEIGH SHEET HT SHEETS 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING I / I MAX.BUCK OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. HEIGH,SEE INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING TABLES 45 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY MAX JAMB O.C. I I (LONG OR ci Y m OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. SEE TABLES I MAX.O.C. I SHORT SIDE) LU z m• ,,a8 49 SEE 6)MAX 114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TABLES ❑ e m TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE I 49 I 0 N •ao0 o� SUFFICIENTLY ANCHORED TO RESIST LOADS WOSED ON THEM BY THE B _J 6,MAX --� p — _ '1.26•MAX, O'l WINDOW. 7)DESIGN PRESSURES: TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL Z LL coo ¢ �Mo o A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.FRAME FLANGE FRAME(90°CORNERS) FRAME(90"CORNERS) =ui a O ANALvsls AND Goss PERASTM E+300. (ANCHORED THROUGH NAIL FIN) w zco Z oN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL 125°MAX H � Q sy0 TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6•MAX. --►I r— .y. ❑ C) r C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. - Z Z •- 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECUREDTO 6' - T z � O Uj RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN MAX O Z W PRESSURE THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN SEE TABLES MAX.O.C.SEE , SEE .n W J OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE /49 TABLES 49 TABLES � cn � 1.845 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT ,/ ® rn W WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE •/\ 49 Q w O FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX.JAMB O.C. O O Z / SEE TABLES / VISIBLE ¢ W Z •/°'S 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS VISIBLE 4g PER CURRENT FLORIDA BUILDING CODEANDTO BEREVIEWED BYTHE Lill —{- L11 FIT u- LL o� AUTHORITY HAVING JURISDICTION. HEIHT T HEIGHT W } W / I MAX BUCK J 10)REFERENCES:TEST REPORTS FTL-7897,8128.8174;ELCO ULTRACON NOA; HEIGHT.SEE TABLES/ MAX BUCK / HEIGHT,SEE O Z W ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR U D- PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC TABLES 49 LONG OR EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD VISIBLE (LONG OR VISIBLE SHORT SIDE) •111 '�ea0 saua5 CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL LIGH WIDTH SHORT SIDE) !! LIGHT WIDTH t` Y LYIV VISIBLE LIGHT FORMULAS 6°MAX GENERAL NOT-Es..._....................1 WIDTH:BUCK WIDTH-6.314' , _%10' ELEVATIONS._..............................1 HEIGHT:BUCK HEIGH-E-3/4• I �+- MAX.O.C.SEE TABLES 49 --•-I 1.25"MAX = NO.58705 FRAME,GLASS&ANCHOR I - - I MAX O.C. 6°MAX. MAX. � _7f(: *- OPTIONS.............................2 Y SEE TABLES 49 MAX. CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-9 ` 1"`•� INSTALLATION,FLANGE& MAX,BUCK WIDTH SEE TABLES 49 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE). ,�0% S TE IF EQUAL LEG._.........._.._.......3 (SHORT OR LONG SIDE) INSTALLATION,INTEGRAL FIN'i •2014 FLORIDA BUILDING CODE(FBC),STH EDITION J-CHANNEL..........-..............4 -ASTM E130D-C9 TYP.EQUALM E(CUR & TYP.INTEGRAL FIN&J-CHANNEL i '••.<OR..... FRAME ASSEMBLY TUBE 5-6 •ANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED '�SS "-" G.� GLAZING DETAILS..............._._....7 -ALUMINUM DESIGN MANUAL,ADM-2016 OR ANGLED CORNERS) CORNERS) ";,A„ONAL %% DESIGN PRESSURES............._....8.10 •AISI 8100-12 (ANCHORED THROUGH NAIL FIN) BOM&ASSEMBLY. ...11 •AISC 360-10 A LYNN MILLER,P.E. P.E.#56705 P15M 60 NOV 12 2019 M lAMDADE ST. Lucie County,.Perm 3 -DA.DE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMV41STRATION DIVISION T(78 6)315-2590 F(78 6)3 15-25 99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, 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 Iabel 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-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. 144 (711� REVIEWED MtAMiDADEC)UNTY CODE ` C)M LI 17-0630.01 7V�� p x� Q1 t ]�iay 26,2021 © ro Y ° ember 09,2Q17 BOCC Page 1 File Copy 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 I. 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. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 01 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-60' 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 05/26/21. i e E 3 Jorge M.Plasencia,P.E. P duct Control Unit Supervisor l NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 i E-2 y9 7 $j7 1 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 FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE T EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERALNOTES I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...................__1 V ELEVATIONS....................... I FIGURE 1: PERFORMANCE OF THE MULLED UNITS.MULLIONS MULTIPLE F-OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUT- MULL TO 2X WQO�--------2 MULLIONS SEE JWCmEOWSjGE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX&MASONRY_-....2 . DETAILSREC7ANGtRAR INSTALLATION NOTES __2 AmD.G.H: OF MORE THAN 1/4�FROM THE CLIP. MLFUTOMASONRY_._...._......._..3 SHAPE MULL TO STEEL ME)...........3 SHEETS24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MOLL------.-3 DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.1.1180.THE 113 STRESS INCREASE WAS NOT USED 11 CLIP 7 " A%�._ I I _i-9 1 I SAY MULL INSTALL T CLIPS__..._......,,_" 9 - IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LU IN LU I X 2 X.125 MULL SPECS,- 5 X2 X.376 MULL SPECS 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11 X2 76X.376 MULLSPFCS--.-7 I X 2.75 X,65 MULL SPECS_.,__._S Ix A INSTRUCTIONS. 1 MULL ......9 z SEE DETAILS A 1 11 1 ATHRU 0; 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND X4'X.126 MULL SPECS___.._j0 (9 LU 0 c)— S SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.375 TUBE MULL SPECS I I ZE TO HEETS 2-4 A THRU C; cl) LU 2 X 4 X.375"r MULL SPECS___I I 11D SHEETS _4 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 11tJ PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. .2S X 3.196 X.266 MULL SPECS.-12 12533.6%.t00 MULL SPECS_..13 ING 125X 3.25X.624 MULL SPECS--14 11 CP'N VERT. HEIGHT 6)WHEN FINDING YOURSIZE IN THE MULUON TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THETABLE(S), 1.25 X 3.94 X.62A MULL SPECS 15 IA MULL FOR 0 9 LENGTH HORIZONTAL 2X4X 26 MULL SPECS- is z 0 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 6X.25 MULL SPECS_..._........17 i 1z SEE DETAIL E, < SMEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.20 X 2.11 X.125 MULL SPECS_18 r, AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X325BAYMULLSPFCS 10 im l-- Lu fn 45•X 325 BAY MULL SPECS P < REACTIONS, MULLION&CLIP DIMENSIONS.._..221U-23 Z - EXAMPLES I&2.... < 0 Z _C4 ZZ _--.24 z• In (0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONE LOADING EXAMPLES................25 a c" QQ a imp 'PRODUCTSMAYm BE OF ANY TYPE, 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU MUSrBE x ui MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z cl) / III aYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7 IL< z g fn co /SEE DETAILS �0 A-DG.H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 00 �9_ "D, HORJMULLZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. L � LENGTH HCRIZONTAL PRODUCT REVISEFlorida IS MULL as comp ing with the led. LENGTH INSTRUCTIONS: Building CA-N- 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 0512612021 f—HORIZ-MULL LEND n------ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. LmULL r-OPEMN WmTH__1 — mi. ENG7H - I I / 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR-TRlANGULARnRAPEZOIDAV. OP 4)FINE)THE CHOSEN MULLIONS MULLION cAPAcrrYQASfFM FROM TABLES 1A THROUGH I6A4 ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING EMNS E43HT OF' THE MUWON IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE p LL MU 10 CAP=LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING OF ING MULL VERT. (LSS/FT9 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSEP HEIGHT LENGTH H FOR THE OPENING OBTAINED IN MULL MULL STEP 1). L L LENGTH 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED"S.THIS VALUE n REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY SINGLE MULLION SINGLE MULLION OPENINCI; 'MTH FORVERTI VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE '00 L VE T THE REQUIRED ANCHOR OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND RIFYTHA FORVERIRCALMU CAPACITY IS MET. N SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ""''FOR Tm� l I'LL T' No.58705 M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFP)FOR THE FRO14FIGLRE I ABOVE. 7)IF THE MULLION CAPACITY(LBS OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED., VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -13 • 0 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2Ei. ZA 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :2014 FLORIDA BUILDING CODE(FSC),STH EDITION .2015 FOR WOOD CONSTRUCTION "....PtORION ANSt/AF&PA NOS CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ALUMINUM DESIGN MANUAL,ADM-201$ PRODUCT ASSEMBLY. �*&......... 61s� "**• 1tv :AIS1 5100-12 'OVAL -AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LWKIIfM=Iff�Y.E, FL P.E.#58705 ®ON y DETAIL A. DETAIL B: MULLION o MULLION MULLION ATTACHED TO 1X HUCKSTWP TYP.ANCHOR MULLION TO 2X WOOD BUCK ox OR WOOD FRAMING WOOD SUCK AND MASONRY ATTAG MENT PER SUBSTRATE SEE SEE TABLES 113 1313 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) avoTHERs SEE NOTE 1, c"I 1 I MULLION SHEET 7. .�a U � FF i I i i .w,s :1...'•.." •.•;•..y O {p .i?N cq £t7 Z LU ! SEE slim S SOCTEFALIFTINPSHDEEMARTARMYTD HUBOEUER. v I I I ' . WWC JJ�a 2.23 FOR HOLE d Iv I ( CONCRETEORCMU' I LOAIONS 07AGE, 4 SEE SEE TABS 3TEDGE DISTANCE t&135 EIANC xfUJ3 ItYSTALtFD BY d v i 11 FORWOW FORMASONRY rS 0 THIS METHOD. SCREWS ! I ! ANCHORS D ¢ 0 co 260-MAXFOR °v4 ° I i SIDE VIEW •, Z m W 4 ALL MULDONS d. N Q U 4 v 'd i FJTHERTHE •5 Z v v STANDARD OR .6 U d m x '4 ° ° _ OFFSET Mutt Z Z v v 'a ••� e° 'da CLIP MAY BE W sU d ° 4 EXTERIOR Z4' . 1 —1 DOGE DISTANCE °$ o Q r ° FOR a Z Z Z Q c W ° v MASONRY a a4 Z O f^> .v THE QFFSET GJP 7S ANCHORS (H�. SZ L•0 ° FtECOMMENEED FOR a. rjj �-� �a0 EXTERIOR A FlNfRAMED 7+. � J w tMNDOWS,BUTMAY Q ALSO BE USED FOR 4 N Y X . OTHER FRAME TYPES. FJ t i U) (n U ¢ O p a$ ':4 z'O 0 m TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR PERSUDWRATF_ PER SUBSTRATE, F S in PER SUBSTRATE, SEE TABLES 113.160 SEE TAELES iB-13B SEE TABLES 113.165 �EDGE7ENE PRODUCT REVISED 7� DISTANCE giJCK$TPoP as comp)ytn9 with the Florida EO SEETABLES AND Building Code 113.1313 ATTACHMENT NOA-Ho. 17.0630.01 i EM0 MENT BUCKSTWP +'.e ," AND EMBEDMENT'• NOTE,SEETTExpiration Date 05/26/2021 ATTACWdENT • �y BY OTHERS, . SHEET 1. SEE NOTE I, �.• •y SHEET I. Ml .. •+ M ,•'••••,'•'• '•r aml-0u toduct Contra • ,, y „ MIN 27 KSICONCRETE OR CMll SIDE VIEW FRONT VIEW FRONT VIEW i INSTALLATION NOTES: I 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I lltttirriJ � 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE •t' f CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .,�,;- 1,LCENSE''•. /_'�� I Q. FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. �*; No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ,s- A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 0ZEE , T.'••�l!" i 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADS COUNTYAPPROVED r �C '••-140 0P,,•'• ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. AL N A LYNSS h}tkL ER,P.E. FL P.E.#58705 1 I ) DETAIL E: MULLION TO MULLION ®�^ DETAIL C: .1zs�n INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MILLION MASONRY STRUCTURE (U-CLIP) IN MAY BE INSTALLED IN'TEE'OR'CROSS" (STANDARD CLIP SHOWN) IN 2)MAY BE INSTALLED HORIZONTALLY •- D'. ' (SHOWN)OR VERTICALLY. L0 OR 04 EITHER THE I 1 PER U BSTRATE, L3)SEE U-CLIP DRAWINGS,SHEETS 21-23 5}}L) STANDARD I I SEE TABLES 1B-13B TOP VIEW FOR CORRESPONDING MULLION. a Z m 8 W OFFSET MULL I .0 MA I ..®®®qq®aa EDGEDISTANCE MULUON w W INSTALLED BY I� I',�n FOR MASONRY VARIES-N----I u� J = THIS LMTHCO 1 ANCHORS k125TEELSCREWS, K 5 c _ I j^I SELF-DRILLING OR PRE-DRILL Imo- O'd = MULLION AND USE SMS G WOn "I Inv O� r \\ Z) lA C', W MULLION co EXTERIOR °° 8 O Zd ° THE OFFSET CLIP IS `` Z d m S EOGEDISTANCE RECOMMENDED F (J W FOR MASONRY FIN-FRAMED / 3U OR z ANCHORS _ WINDOWS,BUT MAY LNTERSECTION W_ �r`S ', O ALSO BE USED FOR 8' OTHER FRAME TYPE', EXTERIOR Q Z ti TYP.ANCHOR d z Z Q PERsuasTRATE, ° .d ' Q O Z•c / SEE TABLES IB-138 _ CHOR SEE SHOLE LOCATIONS a ~ I-m 80 yp / PER SUBSTRATE, HOLE LOCATIONS ' fn J y $ $ BUCKSTRIP SEE TABLES 15-13B FRONT VIEW EDGEAND ATTACHMENT DISTANCE ® U) BY OTHERS, SEE TABLES 3 SEENOTE I, rr 18-138 Q Z Q O O EMBEDMENT '' SHEET 1. EDGE d E Z ( ~�s�ANNCE SIDE VIEW o s m� I U MIN 2.T KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED 1 MULLION ATTACHED TO as comp1y ng with the Florida STEEL STUD Building Godo (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Expiration Date 05126/2021 INSTALLATION NOTES! TYP.ANCHOR By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, ® INlamla-0 Product Control SEE TABLES IB-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGEI I I I I I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED DISTANCE .�`10NY!-YN!V ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEETABLES �� •, ... FRONT VIEW 1BGAAND COMPLIANT WITHTHEPLBUILDING 18138 `��a<.•' VICENSF•;�(�� COI)SAC 2X WOOD BACKER MUST USED. ATTACHMENT tlY OTHERS. '• EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW. *: No.58705 -_ NOTES: _ 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �.0 T . [V F ANCHOR VALUES MAY BE USED. T•'• .F ATE F (!/ �i CSS •.,CORIDP•,••'•\C�� 2 SEE CORRESPONDING MULLION TABLES. SHEETS 5-20,FOR QUANTITY OF SCREWS. FL P.E.#58705 DETAIL F: DETAIL G- DETAIL H: xx FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) 51, SEEOETAWA.D, SHEETS 2 AND 3 FOR INSTALLATION WOR 45' TOSPECIFICSUBSTRATES. SAYMULL 04 /-MULUON .5 0 DO 0 0 6 ea w U1 L0 0 1 0 0 0 0 TOP VIEW SIDE VIEW I L 0 a SHOWNWITH 1'X4-X.I2S. TOP VIEW coC5 MULLION I S z (n w 1.- 0 TYP.ANCHOS EXTERIOR I i MSUBSMTF SEETABLES ISSOR 16 Z C.) 0 STANCARDMUWTYP.ANCHOR ONCLF PER SUBSTRATE, I EXTERIOR MODIREDTOWFIELD SEETABLESIB14B CONDITIONS. < z r I- rXWANGLEGLIP, 2PER MULLION END,MUSTEE ,4 MULLION WSTALLEDINSIDSOFBAYMULL. 0 cf) 2"XS'X.125- ANGfLE CLIP, 2 PER MULLION END, z A MUST BEINSTALLED INSIDE OF MULL CL z U) o) .0 Cb Ci> PRODUCT REVISED PER SUBSTRATE, as ComgingWith the Rodda SEE TABLES 1&175 Building Code M. OWOOD, ,".. 17-0630.01 MEL,ALUM Expiration 14TOWOOD.STEEL, STANDARD CLPTOBr EXTERIOR OR MASONRY EX7ER[OR 'a' "fJL CMU OR MASONRY MODIFIED IN-FIELD. -�Pmd!t Cn1to EXTERIOR Ce 051 INTO WOOD,STEEL. j ALUM CMU ORMASONRY DISTANCE C7 i PER ANC14OR EDGE -4-- DISTANCE PERANCHORNO TES FOR INSTALLATION OPTION G&H: O v%CENqt: NOTES FOR INSTALLATION OPTIONS P. 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z 1)DETAIL IS NOT APPLICABLE FOR THE RAY OR 126'X 2.11-X.125-MULLION. 2)DETAIL G.SEE TABLES 113-14S FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE • No,58708 LOCATIONS. 0 LOCATIONS. ;�% 2 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �6�ATEW;Z� )SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES iSS OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N '�91VAL o A.AIqjpm1WA"P'.E. FL FI.E.#58705 TABLE 3AB Mullion Capac4 Table(Umf) Opening Width(for lerficalty-sparxdng mullions)or Opening Height(for Ilodwriba"anni g nu fiorls) 'c! d 5� 50 in 60 in 701n BO In 901n 100br 1201n 1401n 1601n ' LLO Rmmngdm T p7ner�a F:aea„9uar 7mprn/ong. Roeeangula Trapmrena. RnotervLd' TmpM(.V. ReernhlDu TreprmmB. R..t. or uaM&Ig. Reodvgui r TmN b..g' wemngear Tmplm- rmorar.9ukf new'�a txz76x L..dNg L dM Load, Loafing Load, Load, Loadne Leadmg Lo"To Loaarp Loadog L®d'mg L oflNg L.mdng L®dm Laa.9 L-Z Lmdng o� w .376 Alum Tube ., �g a $ v v •� '$,.. .: n 0. $a s b a .. '� a-. d Mullion _ u� LT �` c4v� u � d� vo c3� 9� g- r9@ � $ v� 3 c�$i�` � cV Itss a €� € �� 3 s� P9 �� _ UJ r� s t a� a$ oSsV .49 4284 1709 H2O 170.0 {35 170.0 744 170.0 478 170.0 868 1700 508 170.0 B92 170.0 619 IMP 1116 170.0 621 IM0 1240 170.0 621 148.7 1301 170.0 IM 127.5 1301 1TD.0 521 111.5 1301 17x,0 521 48 in 170.0 708 IMP 524 170.0 850 170.0 ON 170.0 992 170.0 630 170.0 1133 170.0 661 141.8 1139 170.0 877 136.6 1139 170.0 66] 1119 1139 170.0 680 97.6 1139 170.0 GOP 85.4 1139 170.0 60 --1 U) 50.625In 17o.o 747 170.0 563 170.0 We 170.0 831 167.8 1032 170.0 684 146.8 1032 IMP 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 75H 63.9 1032 170.0 766 73.4 1032 170.0 756 � Z NIn 170.0 797 170.0 612 161.3 807 170.0 691 1382 907 164.7 730 120.9 D07 1626 720 107.5 807 145.0 714 96.8 907 141.1 710 80.8 907 140.0 709 68.1 907 140.0 709 60.6 907 140.0 709 G W CD F- m U) LU 60 In. 141.1 735 151.9 US 117.6 735 130.3 611 .100.8 739 116.0 599 982 735 1083 590 78.{ 735 199.5 60.3 70.5 735 95.1 578 58.8 735 91.0 574 60.4 735 01.8 574 44.1 735 91.8 574 tD Q) 631. 121.8 686 130.0 570 101.6668 1115 557 87.0 668 88.9 647 762 656 00.1 539 67,7 688 93.9 531 60.9 ON 79.8' 528 50.8 668 75.8 521 43.5 666 70.6 821 38.1 666 75.8 521 j c Q C c6884 106.0 607 1124 522 88.3 897 86.1 Sit 75.7 607 85.0 501 682 807 77.1 493 98,9 807 71.5 488 53,0 607 67.8 481 442 607 Hi.d 476 37.9 697 627 474 33.1 807 62.7 974 ? Z a EV J2N etb 510 85.8 443 68.0 510 73.0 434 583 119 84.3 426 51.0 510 57.0 419 45A 510 53,3 NJ 40.8 SiD 600 406 34.0 610 45.9 402 292 510 44.4 399 25.6 610 44.3 399 W (n e :�Q 7884 69.4 458 725 100 57.8 456 01.7 392 49,8 158 84.1 383 43.4 459 48.6 378 38,6 169 44.8 373 74.7 45B 41.8 360 2Bb 458 37,7 362 24.8 45e 3fi.0 359 21.7 458 35.7 358 a ? j @ Ur bZ a 7884 847 435 87.0 381 53.5 435 58.8 373 46.0 L15 48.6 366 40.1 435 44.7 3B0 35.7 435 40.9 365 32.1 475 3a1 351 286 475 0.1.4 349 22.8 435 326 341 241 435 327 340 � r r BON 41.8 327 43.1 290 34.8 327 344 285 29.9 327 31.5 2H0 26.1 327 283 775 232 327 25.7 271 20.9 327 27.7 258 17.4 327 21.0 262 14.9 327 18.3 258 F Zz lD Z N ABN 30.4 287 35A 257 247 287 299 262 21,6 7.87 200 24H 21.5 287 211 214 19.1 267 20.8 240 17.2 747 193 237 14.4 2B7 149 232 d •gy O O loll N 242 221 24.7 289 202 717 20.5 201 17.3 227 18,0 198 19.1 227 16.0 195 X c+ •1111. 22.3 216 227 194 18.6 219 19.1 181 15.9 215 18.8 185 o W ® w tq rA 32 1�in 17.8 iN 17.9 167 X 2 ~ V Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.8r Z A Anchor Ca aci Table Ibs ANCHOR CAPa �v m0 substrate: 2.7k Concrete 3.6kCone. He-aAu FWadCMU PT Wood Meiel -(DP,)X( )=ANCHOR CAP.",,, O ¢ gIr�ow 5178"ET.e 114"33 Eko SMI?ON. '148 SS EIee #IOSmel 812Steal 9125feel MULLION CAP.,,�., U o- Anchor type: 9116'Eke lAUecan T-Ek0 Ulhacm 9116"FJoo Ulbacon 114'Eko Ultram Anchor Clip Patiems ultiacon AAgmCOtor Unracon ApereGeter srnw([B)samx(c45) screw(os) USETHIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edo.01.t-(N} 1• 2.1rz I I. 24/Y 3.119• 1• 2-112' 1• 2-112• Y 1 3-116' 7 0.48• o.%' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embedment ling 1-314• 1-3/9' talo• 1314• Y 1-U0.' 1-114' 1-114' t-1I4' 1-1/4' 1-114' Y 13/8• 1318' woes ACTUAL PRESSURE REQUIREMENT FOR THE BYIIdi.9 Code 2 Mohan®4.75"Mtn.O.C./Standmd a09set clip(Fig.Q3901bs 3908. 450W 5901 18441. 27016. 280 ma 35416s 740 Ins _374 los 684 Iba 946 ms 341 lba 442 Pon 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION HOA-No. 17-0630.01 4 Mchom®1.16'MN.O.C.131Endmd(a Oftel)CUP OP.21, 460 m9 7002. WA WA WA WA 380 a. WA WA WA WA WA 682 ma POO ge 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Armlwa�3'MIR O.C.1(2)215MW..CTips 109.37 TOO M_ 7900- 66010 1560 ms te88ms 5400. 56016. WA 760 ma 748 m- sm lbs 1892160. 68211. 8115 1b, T201bs MULLION,IT WILL YIELD AMINIMUM ANCHOR expiration Date 05/26/2021 2Amha.(d)0.45'MIn O.C.I U-0q,NI0.125'Aft-(Rg.4)t WA WA WA WA WA WA WA NIA WA WA WA WA WA NIA 71569 CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Armha/F1nlp(FID.5$ f9816s 125Iba 225 too 449 ma 8221bs 135 Ibs 140 Um 1771ba 370.0- WA WA 332 ms 473 m.. 17a Ibs 221 16s 28o ma ADDITIONAL ANCHOR OPTIONS FROM THE Miami-pa roduct Control 2Amham®1.15 NIn O.CJ F421p(Fig.B7 240 ms 3501bs WA WA WA WA 1A0Ibe WA WA WA N/A WA 311 IDs 44216- 560 mo ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. . FIGURE 1: FIGURE 2: TABLE NOTES • • • • -•-I 1.000" �- ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �0 ()jAY LYNN I%'/ FIGURE 3: '�a •.. ...... If i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" Q�;'• LICENSE••,((�i F1] HOES TO BEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 •� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. *- CATIONS.HOLLOW AND GROUT-FILLED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFI 'G CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375' x1 FIGURE 4: FIGURE 5: FIGURE 6; O �� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• T (V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATLEAST.125"THICK AND t"ALL ANCHORS INTOX2.75"X.375•MULLION THE MATERIAL.#10 #12A36.ANCHORS INTO WOOD MAYABE STEEL,18-BSHALLE SDS.OR AT LEAST 0 S.S CREW THREADS BEYOND /,`,�, AL A.LVIVN Mi R,P.E. FL P.E.#58705 TABLE 4A Mullion Capacity Table Obslitz 5 Opening Width(far veNmBy-spare irg nuillots)orOponing Haight(torFarbxta*sparlrling muHiore) a 50 in 00 in 70 in BO In 8oin 100 in 1201. 1401. 1601.+ o Reetmrgda TreyOhng. Rwwmdar lhpllitarq, Reclmlglw Trapliaang. Etecterpdar Tfap/Tdeng. Rectalgdm Trep/Tdan Ractengbler RvPrrang Rectmcula nep"i-2. RectanWer Trep/f4a.g• Pncte.gulw T1gilTdang. 1 i 2.lu X Loadh7g Lwcgng Lcsdm o Lo.daa Lwt5ng Loafing U d.g Losing L=i g Loading Loading loadng Loadmo Loading Loafing Lcadna Laing I-ft 62! .660 Alum. ^ x a r r r r a a r . . a �4 S n � a Tube .. a._ a ., a a a a,. Mullion �B B 8 8 N u u u v u u D u D D u D u v u D D u u u u u D D, D u U ` t� s� s�' a s� �� g� =� tp g p r o F e� t `� aR o �FCn eD f rc s'1a A �� arc a �� a� �g �� r� �� a� � � �E �� c ®� �a� a � � w �o �s ao �z �o �� s ¢D �� rc a� rc w - 2 421n 170.0 628 170.0 435 170.0 744 1740 478 170.0 868 170.0 506 170.0 992 170.0 618 170.0 1118 170.0 521 170.0 1240 1TO.D 521 1740 1488 170.0 521 158.7 1620 170A 521 138.8 1620 170.0 521 J rn 481n 170.0 708 170.0 524 170.0 850 170.0 ISM 170.1) 892 1740 630 170,0 1133 17oD 661 170.0 1275 170.0 677 170.0 417 1740 680 141.7 1417 170.0 see 121.5 1417 1700. 68D 1063 1417 170.0 680 h 0 S2 o = 50.8751. 1740 747 170.0 563 170.0 898 1740 631 170.0 1048 170.0 684 170.0 1185 170.0 723 1828 1288 170.0 747 148.3 1288 1711,0 758 121.8 1208 170.0 758 10x.5 1268 170.0 758 81.4 1288 170.0 758 LU o F' 541n 170.0 787 170.0 612 170.9 9513 170.0 681 170.0 1116 170.0 754 150.7 1130 INA 603 133.8 1130 170.0 837 120.8 1130 170.0 856 10b'S 1130 170.0 861 68.1 1130 170.0 861 7S3 1130 1760 881 K m W 601. 170.0 885 170.0 701 1465 815 1823 781 125.5 815 1445 746 1000. 815 1323 735 97.8 015 123.0 728 87,0 015 110.5 720 732 815 114.4715 52.8 815 114.4 715 54.8 815 114,4 715 Q 1- cn Z {{ 63 in 151.8 830 161.0 710 126.5 830 138.8 5% 1065 830 1232 681 94.9 830 1122 670 94A B30 104.6 862 75.9 630 89.4 656 633 830 84.5 649 542 830 80.1 649 47,4 839 94.1 649 Z W d Q F. Win 1321 757 140.0 650 110.0 757 118.8 836 84.3 757 105.8 624 1125 757 66.1 1114 73.4 757 89.1 606 88.0 757 842 600 55.0 767 79.0 593 472 757 78.2 581 41.3 757 781 591 vi Z D.� � gU c j 721. 101.7 B3B 1066 552 848 838 01.0 546 727 638 80.1 53a BLit MIS 722 521 68.5 636 66.5 514 50.9 638 623 508 424 636 572 500 30.3 836 55.3 497 31.8 636 552 497 w C0 10 H -1 D Z 5 761. 68.5 571 ODA 498 721 571 76.6 468 81. 571 67.4 479 $4.1 571 60.6 471 4&0 671 55.5 484 43.2 571 51.8 459 36A 571 47.0' 451 30.0 571 44.8 447 27,0 571 44.5 M6 rn � M .r-- � 781n 80.0 542 83.4 474 6&7 542 70.8 465 57.1 642 62.1 456 50.0 542 55.7 449 44.4 642 51.0 442 40.0 542 475 437 33.3 542 42.9 428 25.6 542 40.6 425 25.0 642 40.1 423 Z Z O Q N 901n 521 407 533 3B1 43.4 407 4&4 355 3T2 4W 39.6 349 325 497 35.3 343 20.9 407 321 338 25.0 407 70A 334 21,7 407 25.1 327 16.6 407 24.1 322 18.3 407 23.0 319 Z � � O F- 4O h ,@ 98In 428 358 44.1 320 35.8 358 372 314 30.7 358 320. 309 20.8 358 2&11 304 238 350 25.1 300 21.5 355 24.0 296 179 358 21.0 280 15.3 358 102 284 m � X rmX 6O oO 108. 3D.1 283 30.8 255 25,1 283 2M 251 21.5 283 715 ?0.7 18.8 283 18.9 241 16.7 283 18.0 240 15.1 283 1&5 237 o W u) N r ill in 270. 26'7 28.3 242 211 257 238 238 18.8 267 28.8 735 17.3 267 18.3 231 15.6 287 16.5 228 ® N rn co 1201. 220 229 723 209 18.3 220 18.8 205 16.7 225 182 202 CIf e X Z ' En TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a T Anchor CapacityTableAbs) mo ANCHOR CAP. , $ a SubenW 2.71,Conmete 3.51,Cana Fk6aw CMU Filled CM PT Wootl Mala) (OP,)x( )=ANCHOR CAP.,m pg 5110'Eko 7!4'S9 Sic. EI.. 114-SSEIco 010s1eel 012steel 012 steel MULLION CAP.,,,,,,,°, AnftrTypa: 31WEk.Uh... I-.-�l.atan 91I-ElocUltrzcn 1/4'E..U-.- PRODUCT REVISED AnehorClIp Patlems 111bzeon Aggregator u.mcan AgpleGemr screw 075)saraw(est suety(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Dist-6.Y 1' 2-1)r1• 2-1/7 e-116' t° 2-11- r 2-112' 2• 3-1/S 2• 0.46' 0.64° 0.326' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embedment On 1-w 1-314- 1-3/4' 1.3/4' 7 1-114' 1-114' 1-114° 1-1/4' 1-1w 1-1/4' 2° 15le° 15/8' ,.n.. ACTUAL PRESSURE REQUIREMENT FOR THE Building Code NOA-No. 17-0630.01 2Anchoa Q4.75"Mh o.0.l Standmd of Met qtp(F1g.17. iso lbs 390 grs 450Iba 890I 1644 hs 270 Iba 260Ibs 354 its 740 Le 374 Un 654 lbS 946 roe 341 It, 442rba 56o k9 OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Arwhars 871.1@'Mtn.O.C./Sdndmd(arOf6N)El,(Fg.2y 400 Du 7000re WA WA WA w0. 360 lbs WA WA WA NIA WA 6821bs 685 t7201es CAPACITY(FROM THE TABLE)OF THE SELECTED Bxplratlon Date 05/26/2021 /""m 443°M In. ,CX5 Angle Glps/(Flg.3p ie01Ds 766lbs BBOIbs 1568lbs 1898M 510 We 68o1bs WA 76004 748 ft 860 Rm 11192[be 652 lbs 655 be 1120166 MUWON.RWILLYIELDAMINIMUM ANCHOR 2Arctom NQ4Y Mtr1.O.Gdo.125'Alu 7(Rg 47 WA WA WA WA WA WA WA WA WA WA WA WA WA T151W CAPACITY WHICH MAY BE USED TO QUALIFY BY I AroWI F�11P V19.b7 1851be 1851bs 225lba 445tH 872 ma 1350u tog lbs mala 370 ms 187Ib5 3321be 4731b9 1121b9 2211m 2a01bs ADDITIONAL ANCHOR OPTIONS FROM THE Miam a roduc Control 2Amh mQ 1.15'Mtn.O.Cl FOI (Fy.e1 240Ibs 3501bs WA NIA WA WA 190169 WA P/A WA I0A WA 3911ba 442Us 5801bs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2: TABLE NOTES: -� 1.000" r'- ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111 f1pr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNIV `,II FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' a�.•''L1GEN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 0 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.58705 •� ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �" -D CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � .p -2 FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 0�'.• ATE O �•'-��/ THICK STEEL STUDS TO BE A M W IMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION �i�S1%•F�O...... THE MATERIAL.#10&#12ANCHORS INTO WOOD MAY BE STEEL,10-8 S.S.OR 410 S.S. ''��`S��NAL EN�v�\` A.LYIJNIMILLER,P.E. FL P.E.#58705 TABLE 5A a � MWlion Capacity Tablo lase) n e = Opening Width(fcr%wflcaOyspa7rdng muMons)or Opening Haight(for hu&orbDtsp9rrtir9 mUGons) F� C c �W a Win BON 70N 80 In BO In 100 in 1201n 14Din so In p Rectunuder TrapM.'e. Ractanguar TIlOf sp7Mmg Rat gLd. TmpaeU• Rectang lcr TmprrdenB• Reotangwar Tr*Tderg. ReGarguler Tmprrdu70. ReeNnINNr Tmpn6mg• Izze-g lar Trap'runou TMpffiiang m v S 3.125"x Loadrg lowing Loading Loadn Loadgg L-11 Loedmg Laadin0 Loading Loadw Laadng LoadIng LoadNO Loading Loadrg Loading Imem Lnadng .600"Alum r ;� ,3• a 2: p a 2: r z- x z r a a r n a z• r Tubo Mull V V U U up uv u o i) uv o up o u ov <iv r� ov u oy op o uv o o c� o u� u u .d U `& b LU a$ s' 9 `� h_ `� •� o� m `� tA s� 6 �� F � a� s_ €� o s F �oa'� o �a d`c° O 12N 170.0 1120 170.0 435 170.0 714 170.0 47B 170.0 868 170.0 508 170.0 882 170.0 519 170.0 1718 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 =r J 481n 170.0 708 170.0 524 170.0 8W 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 17QD 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 1142 1577 170.0 680 h N 50.8251n 170.0 747 170.0 663 170.0 89G 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 768 141,7 1495 170.0 756 121.5 1195 179.0 758 708,9 1485 170.17 756 C3 o F, 541n 170-0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 17D.0 Baa 166.1 1401 170.0 637 149,5 1401 1740 856 124.6 1401 170.0 a61 1118.8 1401 1TDA 851 91.4 1401 170.0 861 K j M W so In 1740 80.5 170.0 701 1TD.0 1063 170,0 797 158.5 1158 170.0 87a 138.7 1156 167,0 028 123.3 1156 156.5 617 111.0 1156 149,7 910 92.5 1158 144.5 803 79,3 1156 144.5 903 69.4 1156 144.5 903 I•- O Z 63N 170.0 630 170,0 745 15e.e 1049 170.0 930 137.0 1048 155.5 8W 118,8 1048 167.7 B4B 108.5 7049 1320 838 95.8 1048 1259 826 78.8 1049 118.3 820 SaS 1049 1149 619 598 1049 7148 BIB Z TD Be 160.6 955 170.0 789 139.0 -955 151.3 804 119.1 855 1337 788 1042 056 121.4 775 626 955 1128 765 83.4 855 106.4 757 68.5 955 09.8 749 69,8 955 08.7 746 521 955 98.7 746 Z 111 m 1=) j 72 In 1245 Baa 134.9 697 107.0 110.4 114.9 682 01.6 ad 803 101.1 670 80.3 803 913 659 7i.4 803 83.9 649 642 803 78.6 642 W5 803 722 632 45.9 80.1 69.8 '626 461 903 69,7 @I �W � Q 78 in 109.2 721 114.1 fi29 61.0 721 97.0 818 78.0 721 85.1 605 88.3 721 70.5 685 60.7 721 70.1 580 84.6 721 65,4 570 45.5 721 59.4 SM 39.0 721 W.6 561 34.1 721 $6.1 583 J {S o:Z a�- 76 N 101.0 684 105.4 SB8 84.2 664 39.4 $67 722 684 78.4 578 631 664 70.4 367 58.1 684 848 558 50.5 084 39.8 551 424 684 54.1 641 38.1 684 51.3 536 31.6 684 50.6 034 99 In 65.8 514 67.9 456 54,0 514 67.3 448 47.0 614 50.0 440 41,1 514 14.0 433 345 514 405 427 3Z9 614 37.3 421 27.4 514 33.0 412 23.5 5N 30.4 408 20.8 514 29.0 403 Q In�Z 00 m 06N 54.2 452 55.7 404 45.2 452 47,0 396 38.7 452 40.6 380 33.0 452 38A 384 30.1 452 32.9 370 27,1 452 30,3 373 229 452 26.8 385 19A 452 24.2 3W 16.9 452 22.0 355 0- (n X B O_o 1081n 361 367 38,9 322 31.1 357 327 317 27.2 357 28A 312 238 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 159 357 18.0 293 13,8 357 18,2 287 11.8 357 15.0 203 r � LU r 177 N 35,1 338 35.8 308 282 318 341 301 25.P 338268 21.0 378 23.1 282 78.5 338 20.8 238 17.5 338 19.0 2B4 149 330 145 278 125 338 14.8 1 273 11.0 338 13.0 260 ® Oj o� 1201n 27.7 289 282 263 231 269 237 259 19.8 299 20.5 258 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.8 246 11,6 289 12.8 240 8.9 260 11.4 236 8.7 289 70.4 232 2 V X Q TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: �2� Z 0- m Anchor Capacity Table Obs sums 2A mmrde aStCmc. H04-CmU Fused CMU Fr wan Medal (D_)X/ANCHOR CAP. ANCHOR CAP... � - N &�� 5110EIco 114*51 Yf6•Bco tla's9Elco B70sted ON2Stcel Ni2steel `MULLIONCAP.,,�,,,.r Anchor Cllp Patt3ma AnU7S•15p5' srts•Eleo unman 1/4'Ek UmOcon 3'1C Eleo Unman 1/s•EkoUemeon ummm ABPBOasr unman Aggrft+av Stmwle'd 612 StCCI 0122(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge Dsrarce ft 1' 2-1/7 1• 2-1/7 3-lar 1• 2-112• 1• 2-v7 7 3-IP z 0.48• 0.64' 0.32C CAPACITY REQUIRED'CORRESPONDING TO AN as complying with tho Florida 6nMonent n 1-314- tae 1-14• 1-14• 2• 144• 144- 1-1/4• 1-11r .1.1/4• 1-U4• 7 t-3w tae• woes ACTUAL PRESSURE REQUIREMENT FOR THE building Code 2 ancl.m@a.75•Lun o.c.l standaaa0aat cep peg lj 390 Ns 3001x 41oms BW is 1643 ms ao os Zen Lel 354131 7401M 314 lbs 664 to 946113 sot ms 442165 660 It. OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17.0630.01 4AIIMare@1.15"MIR O.C:/Standard(QOW)C0p1Rg 4 48D Re 700t. NA NA NIA NIA ase Ns NIA WA NIA WA I1/A 6522. 88SIta 1123 as CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Arnrom 993•MN.OL.1(2)215 Arg[cfts 1019.3) 7W 675 780 px 600 lbs 1590165 1806hs 5{011. so ILe N/q 760It6 748 N5 amm 18921t. 682 hs 6851b5 1120 Ito MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArcroIs@0.45•Min.0,0.1 U42Ip,W.125•AluR(Flg 4) NIA WA WA WA NIA NIA WA WA IUA NIA WA WA WA WA 1D791hs CAPACITY WHICH MAY BE USED TO QUALIFY BY fA¢ror/FCep pig 5}' 185154 195106 ffi@s 4451ht S22The 1352. 140276 177 Ins 3701ha 187 N5 332 Ra 473 are 17011s 2211as 2800. ADDITIONAL ANCHOR OPTIONS FROM THE MIamL-DA OProduct Contra 2 An[rom®1.16'AOR O,CI FCOp p1g 63 IAD O. 9W N5 NIA WA I41A t7A 1931x5 NA WA NA IUA WA 9471bs I.f2 Ne 560104 ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I-•1.000"-1 FIGURE 1: FIGURE2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETA13LES 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. 3.1251 Nv FIGURE 3:F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `� �a�NY..... HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q� LICENSE••.(��% FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••,� 1f: No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" = 7A• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •'0 /• FIGURE4: FIGURES: FIGURE 6: YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6083-T5 AND BEAMINIMUM OF.126' 7"X3.725"X.5°Ml1WON ��••• OS I UJB THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BE AT ,n•- ATE O MITI SII'-'�(I LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VFMULLION) i��s•.,A'�ORLDp •••'�� THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.QR 410 S.S. ' SZONAt E�GN� A./&NNIMIhAE'A,P.E. FL P.E.#5B705 TABLE 6A Mu6i011 Capacity Table(IbaMz) ir5 Opening Width(forverOcalsparWrg mi lops)or Opening Height hDdZDntE11PSpanl1rlg MOO1G) g� ya Som 60 m 70 in 601n 901n 100 in I 120 in 140 In 160 In $ 0 Rectanpdar TapRdanO• Reef rgrdar T.PRriang. Rectan9Wsr Trepn8an0. R-be-gwar Trapmlmg. Reetbrgw TrapfTrfanB. Realmrpler TraVIllan8. Reetnpl'ar TroW d.q. Wd-..g+lar Trapfrrh R-torW4x Tmpmen0. >m 1 x 4%.125 Lped rg Loed.g Laadng LOocing Loadrry U dn9 Loadn9 Leadme LOadng Loadrrg Loafing Lmdng lmdne laad00 L0adn9 Lnadm9 Loafing Lcadng ^Y` U MUH In It Al g� ee �$ a s$ 6 a a gni a� g b� § _ 6€ 1�z s� bg g 8 a ea s b� is W' s � Z U1 O 42in 17x0 820 170,0 4,15 170,0 744 170.0 478 170.0 e68 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170,0 1488 170.0 521 145.8 1488 170.0 621 127.6 1489 170.0 521 W J N 46m 170.0 708 170.0 624 170.0 550 170.0 581 170.0 992 170.0 630 170.0 1133 1703 861 170.0 1275 170.0 677 158.3 1303 170.0 660 130.3 1303 170.0 660 111.7 13M 170.0 680 97.7 1303 170.0 6E0 r m 2 50.6251n 170.0 747 iTO.D 563 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 1105 1708 723 156.1 1735 170.0 747 140.5 1735 1711.0 756 117.1 1235 170.0 766 t00A 1235 170.0 756 87.8 1235 17MO 756 lU 'O o F- 64 m 170.0 787 170.0 612 170.0 856 171LO 691 170.0 1116 170.0 754 154A 1158 170.0 803 1372 1158 170.0 831 124.8 1158 170.0 650 102.9 1158 170.0 861 88.2 1168 170.0 961 T72 1153 170.0 661 M U) 901n 170.0 585 170.0 701 166.7 1042 170.0 707 142,9 1042 fef.1 612 125.1 1042 146.7 815 1112 1042 136.8 801 100.0 1062 130.2 791 53.4 1042 125.1 782 71.3 1042 129.1 782 625 1012 175.1 7752 I- Z film 170.0 7530 170.0 745 1512 692 183.6 B18 129.6 SM 144A 709 113.4 992 131.0 782 tO0.B 992 121.4 765 90.7 092 114.6 756 75.6 g92 108.4 745 64.8 992 108.4 7M 56.7 892 1060 744 _ Lj Q 68 In 1894 941 170.0 759 137.4 947 146.0 700 1161 047 130.3 766 103.4 947 117.7 752 913 947 106.7 738 527 917 1022 727 68.9 947 05.1 713 59.1 947 94.0 711 51.7 947 948 711 = Z z m F0 �C 721n 136.0 849 1427 737 1132 849 121.6 722 87.0 049 100.B 708 84.9 849 96.4 690 76.6 $40 ee.7 bee 67.8 848. 827 7576 68.s 549' 75.3 659 40.8 549 725 652 426 '849 72.4 651 g O 761n 115.5 762 120.7 665 86.3 762 1028 652 BZ.5 762 W.0 640 722 162 80.9 629 642 762 742 620 F74 682 613 461 762 62.8 602 413 762 59.9 597 361 762 69A 595 W _ nZ g 791n 106.9 724 111.4 634 89.0 724 B4,B 621 76,3 724 87.9 609 68.8 721 74.4 599 59.4 724 6&1 591 634 503 44.6 724 67.3 573 382 724 51.3 567 33{ 724 538 565 p F J r 90m 69.8 643 71,5 4e3 Me 643 60.7 474 49.7 543 62.0 466 43.6 643 47.1 458 36fi 543 426 452 3A5 446 29.0 643 34.9 436 24.6 543 321 430 21.7 543 3D.7 418 Q g Z N 901. 67.3 476 58.75 427 47.(1 176 18.7 419 40.9 476 432 412 35.8 476 36.5 406 31.8 478 343 400 320 389 23.8 478 26.1 388 20.5 478 75.6 380 173 478 242 376 N U3 I MO 50 52 lea In 40.3 377 41.1 341 33.5 377 34.6 375 283 377 30.0 370 25.2 377 26.6 325 ZL4 377 24.0 321 220 317 10.75 771 19.0 310 14A 377 17.1W m $111 m 37.1 357 37.8 373 30.8 357 31.5 318 26.8 357 27.5 313 23.2 357 24.4 309 20.6 357 220 305 20.1 301 ib.{ 357 17.4 294 X e v rn m 120m 29.7 308 29.5 99 2b9 305 29.1 274 213 308 21.7 270 117.3 308 1752 261 1fl3 306 17.3 263 Q V X ¢ O O 144 m 17.0 212 172 188 D•e ANCHOR CAPACITY ADJUSTMENT FORMULA: PIS TABLE 6B 8 g� a m� Anchor Ca aN Table lbs ANCHOR CAP.p,:: '�� 9ulrseate: 2TK Cbnsrsro 3.5k Cone. 11d1w cmU Fled CMU FT Wood QMe" (DP,,,)X( )=ANCHOR CAP.- B_ Bob v0.•ss FJcO 918•Elco 10..99 Eko 51a steel 012 01ee1 MULLION cAP.,,,,,,., PRODUCT REVISED Anclwr Type 3116'Eleo III,- v0.•Eb0 Macon Ul'Bo 3'10•Elco UN-Il 174•Euro urtreeon AggreGabor UPoaoon AgOrecator 80mx(G5)somw{os) USE THIS FORMULA TO OBTAIN THE*ANCHOR as com I in with the Florida AnchorCupPatteme1' 2-11r P 2-vr 3-19• 1' 2-10.' 1• 2.11r 2' 3.118' 7 0.4a• 0.54• CAPACITY REQUIRED'CORRESPONDING TO AN Building c o��"0630.011-l4' 1.3/4' 1.314" 1-74' r 1-114" 1-1/4' 1-114' 1-1W' 1414• 1-110 Y 1318' fare' ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No.2Mctroa®9.75'Mm.O.C./standard or OSaetGlp(FI0182}' 380Ibs 3901M 4501Ds, 8901bs 7644100. 270 bs 280108 054121 7401Ds 3791bs 6641Ds 948160. 341 IDs 4421Ds OPENING,WHEN IT IS LOWER THAN THE MUWON Expiration Palo 05/26/2021 4A 22n.O.C./8lardartl(wOf(zeQ Ctlp gag.3): 700 IM 700 IM 580lbs 1410 Ibe 952 bs WA Smite WA ssa roe Wa U0(be w0. sa2lbs eas lla tfzo IDs CAPACITY(FROM THE TABLE)OF THE SELECTED eAnotias�1.15'MBU D.C.l slandmd(or O9set)CYp(Rg 0.k 980 hs 1400 tis WA WA WA WA 760 1b. WA WA WA WA WA 136316s 17700x1 2240.ms MULLION.IT WILL YIFLLDAMINIMUM ANCHOR By 4Anctnm®3"M1.0.4/(2)Z(5 AngW Gips/(F19.5): Wo I-bs 750 Ib1 890IN 1580 0u 1996Ib; 54016. 56010. WA 760 1b, 748 M ago lbs 1892 tis 682 0. 885[be 1120Ibs CAPACITY WHICH MAYBE USED TO QUALIFY Miami-0 •Product Control _ B Anetwa®3'40n.O.C./R)215 Mgia Caps 7 X19.6} 11TOIbs 1170[be 1020 it. 2340 lbs 2844 9u 810 be am 1ba NIA 1140 F. 1122 P. 1320 lbs 2838 ba 1022 b. 1327 Ou 1650®s ADDITIONAL ANCHOR OPTIONS FROM THE d AroMrs®OAS'Mm.O.C./llGlp,Inlo.126'Alum.(FI0.7): WA WA WA WA WA WA WA NfA WA WA WA WA KIA WA talo lbs' AN CAPACITY TABLE 2An0hom®275'Mln.O.I F{31p IFh. IDs 950 Om 280 ba 705 tis 4781be WA 2750 IDs WA 915 tis N/A 440 ms WA 341 IDe 4421bs 6W IDs 4Mrdpra®1.15'Mm.O.Cl F421p(Fla 9y 4g01bs 100 hs WA N1A WA WA 375010. WA WA NIA WA WA 682 ft 885)be 1120 Me -� 1.000- r r NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 • • ��' NY LYNN /p 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;��`'tao'•�10ENy•Mir e • l • • • • • • • • • • EXACT SEE SHEETS 21-23.HOLES 4.000' .��3 O SCALE.FOR EXAC 3)MULLION AND MULLION CLIPS SHOWN ARE NOT T No.58706 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •'- V �?' •Llf�` • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 606 WOOD SHALL BE MINIMUM OF.125" HIC YELLOW .125' ,�'•. ATE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.725"THICK STEEL �(�s'•..�ORID?;.•''�1� STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK �/ S/ •• �� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1'X 4"X 125' A. ONAl I vvv #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A• FL P. .#58¢•P.E. FL P.E.#58705 TABLE 7A Mullion Capacity Table IbsAt) u Opening Width(TorueNcaOy-sparring mtfflOre)or Opening Height(for horim72agyspannirg mWl.re) Be In 60 in 701. so In 90111 I IOD In 1 120h 140N 160 in R"tag4d Trwrillag. Reaan•dx TrepRdmrg. Rectanpdar Tmp/Tdan9. Reetanguler Trnp77han9. Rectangular TtnpliHang. R., guar Trap/rdag. RBC18nglda Trap7rdan9. Rectangd. T.prrderg. Recta www Trapfrii.q. 1Xd X.3Tb Leafing Looe'a L.,ing Loaning Loedma La+deg Laadng Le.dbg 1a36ng Loedng L-eliq Lmdrg Loafing Lnadng Lwdng laWdhg Leodng Leadng AWm,Tube 8.r, .gy15mG 3h} as �gg� rs a.�g, rs SEe•_eqg s� _�•$ s =� �r� �333 ❑ � L)T!w-m Mullion ra 421n 170.0 IED 170.0 435 170.0 744 170.0 478 170,0 Bea 170.0 509 170.0 992 170,0 510 170.0 1116 170.0 521 170.0 1240 1700 521 170.0 1488 170.0 621 170,0 1735 170.0 521 170.0 1983 170.0 521 W 481n 1700 708 1700 824 170.0 050 170.0 564 170.0 092 1700 630 1700 1133 17D.0 081 170.1) 1275 170.0 677 170.0 1417 1740 680 170.0 1700 170.0 650 170.0 1993 170.0 660 151.8 =4 170.0 580 60.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1096 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 158.0 1919 170.0 766 136.5 1919 ITD.0 756 FN- 2 p x 54111 170.0 797 170.0 612 170.0 958 170.0 691 170,0 1118 170.0 751 170.0 1275 170.0 803 170.0 7434 170.0 637 170.0 1594 170.0 850 158.9 1799 170,0 861 177,1 1798 170.0 881 120.0 1799 170.0 861 ~ ❑ it m O (/J 60111 110.0 885 170.0 701 170.0 1063 770.0 7W 770.0 1240 170.0 078 L70.0 1117 170.0 844 170.0 1504 770,0 996 155.5 1519 1700 1033 Me 1619 170D 1083 111.0 1819 170.0 1063 972 1616 170.0 1053 1 F=-• CID LU 631n 170.0 830 170.0 745 170.0 1116 170.0 850 170,0 1302 170.0 940 170.0 1486 170.0 1016 156.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1612 168.6 1158 100.7 1542 167.9 7167 98.1 1542 1679 1157 g ' Z d SSQ 681n 170.0 874 170.0 709 170.0 1169 170.0 003 170.0 1364 170.0 1002 160.6 1472 170,0 10M 1428 1472 168.8 1148 120.5 1472 158.8 1130 107.1 1472 147.8 1100 91.6 1472 148.0 1104 80.3 1472 148.0 1104 Z Z U m U m 721n 1709 1063 Me .878 170.0 1275 170.0 1009. 1500 1320 1662 1101 1320 132D 149.9 1082 117.3 1320 137.8 1068 105.6 1320 128.8 1049 809 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1720 1725 1012 � Sc W� � �O 18111 770,0 1122 170.0 W7 748.6 1184 159.4 1073 1282 1184 139.9 991 1122 1184 125.7 978 99.7 1184 1163 064 89.8 1784 107.5 952 71.8 11M 97.8 935 60.1 1184 93.1 827 58.1 1184 923 925 N j U) Z 2 7a In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.8 1124 128.8 947 1010 1124 115.8 931 B29 7724 105.21 918 83.0 1124 98.5 908 692 1124 89.0 990 59,3 1124 84.3 681 51.9 1124 832 87B o i-- J ` 90 in 108.1 944 1119 750 90.1 84! 94,3 736 77.2 84 821 724 679 844 73.3 712 60.1 544 68.5 702 64.0 644 61A 693 45.0 844 54.2 678 313.6 844 600 660 33.8 844 47.7 662 FZ Z 7) ¢ N 961n 89.1 742 91.5 653 74.2 742 772 652 63,8 742 07.2 841 65.7 742 67.8 631 49.5 742 64.1 622 44.5 742 49.6 814 37.1 742 43.6 600 31.11 742 39.0 690 27.5 742 37,6 684 C7 F U) Z m ID CL U n 8 vC) 109 in 629 586 63.9 630 62.1 688 638 621 14.7 SB8 166 513 39.1 SB6 41.4 $05 34.8 586 37.3 498 31.3 596 M2 192 28.1 505 28.6 4211 7'1.7 588 25.0 472 19.6 680 24.7 460 U lD h ❑ o ill In 67.6 665 68.8 503 46.0 655 49.5 405 412 855 429 487 36,0 555 38.0 480 320 666 142 473 26.6 555 31.3 467 244 555 27.1 457 20.6 555 24.3 448 18.0 555 22.4 442 X Y Y 120 In 45.6 475 484 437 38.0 175 39.0 425 326 475 33.7 420 28.5 475 29.8 414 25.3 475 26.8 409 2221 175 24.5 404 18.0 475 27.1 395 10.3 176 167 387 14.3 475 17.2 381 F. X U 1441n 26A 330 28.7 305 220 330 224 301 18.9 330 19.3 297 18.5 330 179 203 (9 Q ¢ O 0 IL TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA a. ..Z m O s.p Anchor Capacity Table Obs) ANCHOR CAP., ,,,,,, 0 SaWInn.: 2,7kCOncrde 3.Sk4ne. HaIIvwCMU FBIedCMU PTWood Metal (DP,,,)X( )=ANCHOR CAP... 8 H �•'�� 5r18'Eko lWSSEIco 1116•Elco 1/4•66EIco A10Sleel A1261ee1 '1TMeel MULLION CAP.,m,,,,,,, Ancho7Type: 3nEFJ4oUltmcan 1/a•EkaUlaaool 3I78'BooUlDacon 1I4'EkoUlOecm PRODUCT REVISED Anchor Clip Pattems Ulbe4ort AppreOamr lelmeon Aggr2' screw ICS screw(G5) screw(D5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eometying with the Florida Edge C.mnee Mk V 2-10 1• 2-1R' 3.1/11" P 2-im 1• 2.121• 2' 3.1/6• x� 0.48• 0.54• 0.324° CAPACITY REQUIRED'CORRESPONDING TOAN Buliding Cod. Embadnem Mk 1-314" 1s/4" lard• law" Y 14/4• 1-114" 1-1W 1-114• 1-114' 14le 2• 1-318• 1-3/B- lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-N.. 17-0630.01 2Anchom®4.75'Mm.O.C.f Sbndmd or tMBet Cop(FIg.t82): 3901bs 3900. 450 be 890 b 1044!be 270 lbs 290 Lee 354 lbs 740 b5 37410. 86416s 9401be 341 lbs 44270. 560021 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Armhas 9 225 Mtn,O.G/Smnd.d(or Met)Elp(Ffg.3p 720Ibs 70D bs NO be 1410 bs 952 be WA 560!t_ WA 030 be WA Mello WA eB2 be 885]be 11200. CAPACITY(FROM THE TABLE)OF THE SELECTED SAmho.01.15•MIn_O.C.I St.ndmd(or 00x0 Clip n.4k 080lbs 1400 1b, WA WA WA NIA 760W WA WA WA WA WA 13630. 1770 the x240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 ArWm @ 3'Nm O.G 10285 Angle Clips 101.5k 780 Un 780 ft 6800. 1560 be 1898 lb, $40 me 560 H. WA 760 be 7481W 880 IM 189210. 682 lb. 88516. 1t2 bs CAPACITY WHICH MAY BE USED TO QUALIFY Mlnm eProduct Control 8 Anchv.l0 T Non.O.C.I C2121r Anil.Ciba I(Fig.ek t1701be it70 lbs 1020 The 2340 70. 2844 b4 810-W 640 U. WA 1140 0ME.AE 1320 t. 2039 b. 1022 ms 1321 bs 1680 2. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archcls®OAS'MIn.O.C./UL71p,m10.125"Alum.(FW.7k WA WA WA WA WA WA NIA WA WA NIA WA WA NIA 14301bo ANCHOR CAPACITY TABLE. 2 Anohom C 227 Min.0,07 FLIW(FW.Bk 350 be 350 Lb. 290 0. 7051021 478 b. WA 200 b. WA 315 Ug401hs WA 341 Ibe 4421be 560Ib.4Anchors®1.15Mn.O,CJF-Cnp(FID.9k 480 Me TM Um WA WA NIA WA 300be WAWA N!A WA 682 bs 86516. 112015. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.062° r•-• --•j 1.000• TABLE NOTES: FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURE B: FIGURE9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • 1.0 ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BE(WEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. �� LYNNo .• 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` a�;•'' LLCENSF.�� SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000'• a4.000' aL71 SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :7¢; NO,58705 - 7F_- FIGURE 5: FIGURE 8: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND --u • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE • PRESSURE-TREATED • • • • •� 3-75ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM BE . 8083-T5 AND BEA MINIMUM OF.125°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046" 5' • �s ''FtRIDP,,• THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A36.ALL ANCHORS T �i S .......... G�� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4•X.375' 1'X 4"X...375" I �7/��NAL ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. T-MUWON MULLION A-1 INN P.E. FL P-E.#68705 TABLE 8A ®O g Mullion Capacity Table Ibsill? 4ag Opening Width(for vart1ca*spsmftg mullions)or Opening Haight(for hodzonwi-spenr9rg mullions) ¢ 501n 60 to 701n O N 90 1n 1001n 1201n win 1601. x 0 0 126"71 RxtangWar TapRd.nO• RecimlgWar. 7r.pRdane. R.d ngul.r TapRd.n9• R..Wq.W T.p/iB.na. RedengWar T."a.g. RedangW. TrapTd.n9. Redan9War TapMdan0. ft. G.1 Tlep/rd.na. RedanguW Tr.pml.9. .. Lcodn9 U.dn9 L..dng U fain Lcadttg L..dng Loafing Lnadng L.ad.9 LO.dlng Load/lq Lan Loedrd L.adm9 L.adng LO.dng L.adng LoatlMg 6Y 3.118.x 265"Alum T £ £ £ � £ £ £ a£., £ £ p a £ £ z r t a TubeMun a s � a a N �� s� g� �� g$ �� s� e� b5 a a ap 1t g € ea5a€ v �� 11 rr M S i g qG 3 9$ 18 � a z NSC W $rc f- rc s� d�0 sc a gc rc s� _ �rc ac arc s s� sc ar W 12M t820170.0 475 170.0 744 170.0 478 170.0 868 170.0 506 170.0 982 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 62146M 170.0 524 170.0 660 170.0 504 170.0 692 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 SBO 15{.8 1548 170.0 680 1327 1545 170.0 ON 116.1 1548 170.0 680 50.875M170.0 663 170.0 896 170.0 631 170.0 ta46 170.0 664 170.1) 1195 170.0 723 170.0 1345 170.0 747 187.0 1468 170.0 756 139.2 1466 170.0 756 119.3 1468 17D.0 756 104.4 1468 170.0 75864 M 170.0 612 170.0 959 170.0 691 170.0 111fi 170.0 754 170.0 1775 170.0 803 163.1 1376 170.0 837 146.8 1378 170.0 856 1713 1378 170.0 861 104.8 1376 170.0 881 91.7 1376 170.0 881 rt ca co M 170.0701 170.0 1063 170.0 787 168.8 1158 170.0 878 139.0, 1158 167.4 930 123.6 1158 156.8 919 1112 1155 1500 912 92.7 1158 144.8 gas 70.4 1158 144.6 0D5 69.5 1158 144.8 005 W631n 170.0745 180.1 1051 170.0 650 1372 1051 155.9 662 120.1 1051 142.0 615 106.7 1051 132.3 837 98,1 1051 125.7 030 80.1 1051 119.5 822 88.6 1051 119.1 821 60.0 1051 119.1 921 Ll QTZ 68 In 170.0 7B9 139,3 957 151.6 805 119.4 957 134.0 780 1044 957 121.6 777 92.8 957 112.8 767 83.6 957 108.6 769 69.6 957 100.0 750 68.7 e57 96,9 746 52.2 B57 B69 748 Z J o m e1.) J72 M 12&7 004 1352 698 107.3 604 1152 684 91.9 804 101.3 671 80.4 834 91.4 660 715 804 84.1 650 64.4 Bp4 78.8 613 53.8 804 723 837 K.0 804 699 629 40.2 804 60.8 628 j i 76m 109.4 771 114.4 00 912 722 872 618 782 722 85.3 606 66,4 722 70.7 696 09 722 70.3 .688 64.7 722 55.5 680 49.5 722 69.5 570 39.1 712 36.7 565 342 722 662 664 N ¢ �� v rc0Z `a 76 m 101.2 686 105.8 600 64.4 1165 89.6 588 723 685 78.5 677 63.3 685 70.5 568 682 086 64.5 560 50.6 665 60.1 553 422 685 64.3 643 36.2 686 61.4 537 31.8 685 W.7 SW 0 F_ N r r 90 M 65,9 615 68.0 457 54.9 515 57.3 449 47.1 515 50.1 441 412 515 44.7 434 36.6 515 40.0 428 33.0 616 37.4 422 27.5 515 33.1 413 23.5 515 305 407 20.6 515 20.1 404 FZF- Q X Z N 96 In 61.9 4iJ 55.8 404 45.3 453 47.1 307 36.6 453 41.0 391 33.9 453 364 386 302 453 33.0 379 272 453 364 374 22.6 453 26.6 366 19.4 453 24.3 300 17.0 153 22,9 366 per, N @ Sip Ep 1091. 36.1 358 39.0 323 31.6 356 320 318 27.2 30 264 313 23.8 355 25.2 308 212 356 22.7 304 19.1 358 20.6 300 15.8 358 160 293 111 In 35.1 338 359 106 29,3 335 30.1 301 25.1 338 261 297 ZL0 330 H.2 283 19.8 338 20.9 269 17.6 338 19.1 285 a Q' x o� 120 m Z7.8 290 28.3 261 232 290 23.8 260 10.9 290 20.6 250 174 200 162 257 15.4 290 164 249 (V a O 0 144 M 161 201 16.3 186 d < Z TABLE 8B ANCHOR CAPACITY ADJUSTMENTFORMULA; m AncharCa arity Table(lbs) ANCHOR CAP. "„ ��¢� SubstraW 27k Oerclee 36k cone Hol-Glu Filed CMU PTWOOd bftlal (DP,e)X( )=ANCHOR CAP., ' 5116Elco v4"SSEll SnrJco IteSSER0 #10 Steel ef2Stee1 m2 Stem FORMULCAP.OBTA PRODUCT REVISED AnchorClip Patt6ma Ancn.r type 3ns`Elco uttrsm yr EtOuluecon ummon at6'Efc9urtmcm vd•FhoUmacon Aggn Gzlor Ulracm Agomwa 9cs9r(0)scmr(G�� Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Bullring Wing with the Florida Edgegstzree6n7 /• 2-12' 1" 2-vr 31/6 r 2-Ur 1• 2-1/r 7 3-va r 0.48• o.SC o.3za• CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No.tod 17-0630.01 Emoednelt n 1314' 1.914' 13/4' t.Yd' r 1.14• 1-v4• 1-114• I-Ve 1414° 1-va' r M17Obs 13/r wales ACTUAL PRESSURE REQUIREMENT FOR THE 2AncMrs 84.755110.O.GlSiardan/Gt OJsel Cup G581T 990 ms 30169 d0 m9 690 ma 16471bs 270 Bxi 2076. 354 m5 7401" Sid Ou 6641a 046 tee 442 501x, OPENING,WHEN IT IS LOWFRTHAN THE MUWON Expiration Date 05126/2021 4Arcna3 @ 1.15°MIrt 0.c/Stmdoel(Ow O )LIP(Flo 2y, 401" 70 We WA WA NIA NIA 380 0& N/A WA NIA WA WA 665 Ws1127106 CAPACITY(FROM THE TABLE)OFTHESELL-CTm4AMIOe@3•Mm.O.C.112)u6AngleGlp9/(Rg37 1e01os 780 I" SW m9 1960IW 1BMMs 640 ms701" 7461Ds 80Ia 16921" 8851" 1128 lin MULLION.IT WILL YIELD A MINIMUM ANCHOR/U1.1tp,IMo.125'AWm 171947 NIA WA WA N!A NIA NIA WA N!A WA N/A IllA WA WA 74301" CAPACITY WHICH MAYBE USED TO QUALIFY Mlaml-0ad rodact Control 1Anclnr/Fcep(g96T 195M 1mm1 mlos 415m. 6221" 135ms lm r. mors 3701Ds 1e71ai Ssz ms 473Its 227 ms 260 ms ADDITIONAL ANCHOR OPTIONS FROM THE 240 hs 350 m5 N/A WA WA N/A 10 ms NIA WA N!A WN WA 4d21W 55a m3 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: F^1250'--I ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE O'••CEN FIGURE 3: 3.188" J S ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Q�' F CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS x. No.58705 0 ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, _ yr IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL %�• q•� FIT.l 1[/` 806375BE 54340 BEAMINMUM OP 25°TH CSOUTHERN STEEL STPINE ITH AN SG OF 0.155.UDS TO BEA MINIMUM GINUM RADE 33 4344341.0E i�Fs''•;cZORIDA•,••'•�� • .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25'X 3.188'K 26LL MULLION �',`STOMAL • O UL101 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. • FL P.E.#58705 i TABLE 9A Munson Capacity Table(87s1fe) Opening Width(for"llicaily-apanni mullion)or Oponing HolOht(forhorL2onlaPy-Bpannirp mWflon+) 1 so Is Bob Mr. Bob 1 90 to 110tl In 1 120b 14ab 16ok off` 1.25 X32$ Rett Vilar Tm� lbobsoo Trap/tdan0• Roclan9War T-PrIm O. Rmbnoular Tnp(R1cnB ll twlduhr Tbprftbeg RsamnOular Traprg". Ractanoular TroplTlienp, Rowmilebr TrapTlwo. Raclan9War TrepRdoo. T. O X.100 8 16° 9 LaalnO tca4ar0 Noseg tmdn0 taaQing ioeln.0 coadfi0 4oema2 LOaONg Uadbe Lauded I.-dhp Lese-9 �n+ 111 memn Alum.Tobe 1'r h 1 1 1 � I � � Il i' i II � Td (�1_ o- X3 jig � l h 1 1 f 11111 w `1 � � a 42 N 170.9 820 1740 435 Van 744 170.0 478 iMO 888 170.0 609 Slee BOB I 1780 818 170.0 1116 570.0 521 15&3 1118 1740 521 12717 15181 170.0 521 1915 1118 170.01 521 1 05.8 1 1118 270.0 1 621 a L{7 z 481n 170.0 7� 170.0 624 170.0 a5q 770.0 681 187.8 878 ilOA 630 1917 970 170.0 881 130.4 070 170.0 977 117.3 BTB 17x0 083 07.8 BTB 17D.0 BBO 83,8 978 170.0 880 73.3 978 170.0 680 50.928 N 170.0 747 110.0 563 770.0 89e 170,0 eft 160.7 027 170,0 684 131.8 827 1885 798 117.2 927 158.1 889 1016 827 166.3 698 87.9 827 ib8.3 695 73,4 921 169.3 695 65,8 827 1583 886 u CLS 64 is 1704 707 t7aO 612 164,5 200 1 1710 681 132,8 I 886 1534 On 116.8 869 141.8 669 103.0 869 134.0 66D 827 889 123.8 654 77.3 NO 1 128.9 662 B6.2 Me 128.8852 67,0 B69 128.8 852 60 Is 113.2 746 163.8 834 170,4 740 1323 820 102,] 146 117.8 608 89.5 740 107.8 699 78.8 746 101.0 592 71.8 740 06.6 687 60.7 748 03.3 683 51.2 Td8 83,3 583 44.0 148 83.3 683 a m CD 8n 63M 1231 BIT 1329 579 101.7 877 1532 588 88.4 077 50.6.4 956 77.3 877 91A 699 83.7 677 852 539 BL9 OR Bib 634 51.8 677 TLO 028 443 677 76.7 628 38.7 877 747 620 Cn (9 BB In 107,5 517 114.7 630 Bal B17 97,0 519 Too Oil 813 600 67.3 G17 78.3 600 599 617 728 494 &LB 817 60.1 480 44.8 617 64A 483 38.4 817 63.7 482 33,8 817 837 462 � c. 111 (D -{ Min a29 518 87.1 400 Sat 528 742 440 612 616 85.2 432 37,0 510 68.8 425 46.1 618 642 418 41.4 618 50.7 414 39.8 513 40.8 406 29.6 318 45,0 405 25.8 518 46.0 406 = fn m a 76h 709 466 737 40S 50.7 466 520 398 6p.] 486 &1.9 390 44.1 465 48.4 384 391 465' 45.8 BIB 35,2 465 422 374 294 465 383 387 25.2 485 38.5 1 304 220 485 382 393 LL gg 78N 961 141 8a0 387 843 491 57.7 978 -00,8 441 bee 354 40.8 411 46A 356 381 441 41.8 380 328 {{1 3H.7 358 272 441 34.8 349 211 417 33,2 340 20.4 441 327 346 �a roz 0013 424 332 43,8 295 384 332 37.0 Zq3 30,3 332 323 284 2a5 332 269 280 23.8 992 217 ST6 21.2 332 24.1 254 17.7 332 21.3 268 16.2 332 118 262 13.3 332 tat 260 Q Q 06 Is 35,0 281 35,8 260 26.1 201 30,3 250 26.0 201 28.4 252 21�14 8 281 235 248 19A 291 21.3 244 17.5 291 10.5 241 168 291 17.1 238 12.5 291 16,8 232 Q Q 7�k 24.8 2� 26.1 208 246 239 21.5 206 17.6 230 713 202 230 181 188 Z N Ill n 229 218 23,1 181 188 218 1BA 19A IP2 216 186 101 218 74.8 160 A. 120 N 17.3 187 142 170 54.0 187 lb.3 187 N 1+ n o' t� TABLE 9B IL z vii (y ANCHOR CAPACITY ADJUSTMENT FORMULA: �� ARchorCa a41 Table fibs) Substrate: 2.7k Conorote 3.5k Conc, Noffaw CMU Fated CMU PT Wood ANCHOR CAP.,_,_ 8 7S @ Motel (OP„)Xt )oANCHORCAP.a,", 6H6•EI40 1!4`99 Elco 5118,Dad //d'S9 Eke 01081.1 0121ne" B126btl MULLION CAP., ,,,,, PRODUCT REV/SED ASmnmiy7a 3116•Ftco tl3racoa 1/4'See ulbanml 3/ts•Et4n tAtraoon Std'Etso i%Imeon (05L scmw(C5) sarew(Gdy USE THIS FORMULA TO OBTAIN THE'ANCHOR P OD I In with ffi4e Florida AncherCnpPatt9me (7faason ABglaCwim wdacon AeBraOetor scaw y g Eggs Dbtance 0n): P 2.1/2' 1` 2402 3410" 1• 2-L2' I. 2.1re 2• 3-1/6• 2" 9.48^ 0.54• 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN B411ding Collo Embmiment OnF 1•:24' 1414` 1.3+4` sats Y 1-tt4" I-124" Y-1w 1.114' low 1-174` 2° I've, I-W wide ACTUAL PRESSURE REQUIREMENT FOR THE NIDA-No. 17-0630,09 2Arigwra®9.76'Min O.GI elandaldof008x1 Alp(Fig.1z 390 Ws 300 ba 460 bs WO bs 1644 lbs Z701be 280 the 354108 M7-u ?48lb. lbs 6641ha 940160 3411be 442 Its 500 be OPENING,WHEN IT I9 LOWERTHAN THE MULLION t-t°4piration Data 5/26/2021 4 Amh m @21.15"Mtn.4.0./6tmldmd(4rOffgaq C10r(Fig,2X 480 kM 700 bs WA WA WA WA 330 be WA WA WA 682 bs 885lba 1120 Bre CAPACITY(FROM THE TABLE)OF THE SELECTED �-'---- 4Aftalmm03'had.O.C.1(2)215 Anob Clips I aft 37 780 It's 78U 11. 600 ba logo ba 1898 be 540 IN 560)be WA B001M 1892 bs 682 ba 885IN 1120 IN MULLION.IT WILL YIELD A MINIMUM ANCHOR By3AOtna3 0 0.84"h4Xt O.C,104x40,WOMITA96r(Fig.4$ WA WA WA WA WA WA WA WA NIA WA NtA WA We ba CAPACITY WHICH MAY BE USED TO QUALIFYM2ar31F-D. Produ Con ro{t Arwhor/FCAt1(Fig.Sx -195 ba 1951ba 225 bs 445 Ne B72Ib1 135ba 14016a 177109 93216n A73 I6a 170 bs 7211be 280 ad. AODITIONAI.ANCHOR OPTIONS FROM THE 2 Arwhas g 1.15'MIn GG/F-Glp(Fi&6pNo ba 35010a WA N!A WA WA 1901be NM WA WA 341!6a 4421ba 650 bs ANCHOR CAPACITY TABLE FIGURE I: FIGURE 2: TABLE NOTES: 1250+ M-1250"-+i ` 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I e • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 51 I i i I f 1I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,260° ��`` a�Y LY1y1y41 SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260" ANGLE \ .I`4.,.•''UICENSF'•"'(e CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1{',-• •.tc5,�R * « IN USED 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �*!� No,SS705 (N PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680,WOOD SHALL FIGURE 4: FIGURE& FIGURE 6: HE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL.BE �. 6063-T5 AND BE A MINIMUM OFA 00'THICK.STEEL STUDS TO BEA MINIMUM GRACE 33 AND ;00 SATE F '��;�!/�: roe + X41W THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND A36.ALL ,100• ,100+ S W`1 • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,25"x a.z5"X.100" 1.z5"X 3.25°x.109^ 410 8#12 ANCHORS INTO WOOD MAY SE STEEL,18-B S.S,OR 410 S.S. MULLION FOR MULLION FOR '�� NAI FIELD-MULLED UNITS FACTORY-MULLED UNITS A,LYN7 {�rt!L�1'11P.E, FL P.E.#58745 TABLE 10A 51 R Mullion Capacity Tobta Qb■Rt7) 3 '4 Opening Width(far vedically-spanning mWlons)or Opening Height(forhorizonla*Spanning millions) id p W N f0 in 10 In BO In 901. 100 in - 120 In 140 in 160 in 0 125 X325 R-1, tv Tlap/rftg4 Rectangular Trepfr,4". Red.gular T1p/711ng. R.Wplar TupWang. Reuangub, Trepmdang. Roolangular Tup(Triang. Pxdangular Top?dan9. Re.Wplu TreWdmg. Recl.sguler TrapVm". %.824 Loading Lwdfng loading LDamtg LoedN9 L...p Lo.®ng L..dne Loadog Loading Lwdng Lotdiq L..&g Lording Lwdin9 Lvadng Loading LaadNg Alum.Tub .: H .� E u ,. 8« & .m.. '� S %N �' 'E" �'., r 5.• ,R .& ,. §' �.. �,. $ 5.- .g,. s 9 ' Mu Won a (L.• a o� a �. v@ A oc U m g� �€ a eg d �•�, o �€, s m� it as a N U U n Um U U V Ua U Uv U C Ua Ua V Uv U U UY Uv e U V Uv U U U U U U Uo a 6 P €P �A % 3 �� •� 6 `= zea rt % 3 E m s t $ o m v�yv �� €� 8rc �# x€ 8� s �3 �� $� �� 2 �� 8� s'€ �# 1Q. �a iC & f€ 8.2 i� �a ZO a5� rc W 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.01 868 170.0[764 170.0 992 170.9 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1480 1]0.0 621 170.0 1736 170.0 621 170.0 1983 170.0 521 W J 48 in 170,0 700 170,0 624 170.0 WO 170.0 684 170.0 992 170.0 17&0 1133 170.0 661 170.0 1216 170.0 617 1700 M17 170.0 WO 170.0 1700 170.0 fiB0 169.7 1979 170.0 680 I4B.fi 1979 170.0 680 "-1 5 N 60.6261n 170.0 747 170.0 fiW 170.0 W6 1700 631 170.0 1048 170.0 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 U94 170.0 756 170.0 1793 170.0 766 1526 1877 170.0 7fi6 1W,fi 18R 170.0 756 � 2 �� :c 541. 170.0 797 17x.0 G12 170.0 956 170.0 691 170.0 1116 17 D.0 170.0 1276 170.0 003 170.0 1434 170.0 837 170.0 1694 170.0 856 166A 1768 WO.G 067 134.1 1768 1710 061 117.3 1759 170.0 061 0 m 0601. t70.D 866 170.0 701 170.0 1DG3 110.0 797 170.0 1240 170.0 170.0 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 U co uiWin 170.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 15&6 1370 170.0 1016 1392 1370 170.0 1076 126.3 1370164.01032 104.4 1370 155.9 1072 B9.5 1310 155.3 1070 7&3 1370 165.3 1070 LU Z 661. 170.0 974 IT0.0 709 17&0 1169 170.0 903 155.6 1248 170.0 13fi2 17.48 160.8 1013 121.1 12-03 147.1 1000 108.9 1248 139.0 559 90.0 1246 130.4 878 77.8 1248 129.0 975 68.1 1248 129.0 976 Z U)6 = Z 12 in 167.8 1049 170.0 078 139.9 1049 15D.2 W2 119.9 1009 1321 104.9 1049 119.1 060 931 1049 1017 848 1 83.3 1049 1027 838 S89 1049 94.3 Us 59.9 1049 9t2 020 62A 1048 91.1 B20 o Thin 142,7 861 149.7 W7 118.9 941 12&8 806 101.9 941 1112 791 09.7 941 100.0717 79.3 941 91.7 766 1 71.4 941 05.6 767 69.6 1 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 a N1. 1320 894 197.6 783 110.0 B9d 110.9 767 94.3 894 1024 753 82,6 894 91.9 740 713 094 84.1 730 66.0 394 7'8.3721 55.0 894 70.7 707 47.1 094 67.0 701 41.3 694 66.1 698 7 Q 901n 95.9 1 671 1 88.7 W6 71.6 671 74.9 SOS 61A 671 65.3 575 63.7 671 S&2 1 666 47.7 671 62.9 558 43.0 571 488 651 1 35.0 671 43.1 639 1 30.7 1 671 1 39.7 531 26.9 671 37,9 526 ? QR Z Cq Q N 96(n 10.0 690 72.8 627 6S.0 W0 61A 618 50.6 690 !26.8 3A 609 44.3 600 47.6 602 39.3 590 43.0 434 36.4 690 398 4B0 79.6 GO 34.7 477 253 690 316 469 72.1 690 29,8 164 O Q X Z 40 1001n 49.7 466 60.8 421 414 466 12.8 414 758 dee 1.1 400 31.1 4Bfi 329 402 27.6 466 29.7 396 24.9 dG8 27.1 381 20.7 4W 27.fi 382 17.8 466 21.2 776 16.6 466 19.6 370 a N w �O'O ill in 45.8 441 467 400 382 441 393 393 32.7 441 4.1 3B7 28.6 441 30.2 3W 26.4 441 271 376 229 441 24.9 372 19.1 441 21.5 363 16.4 441 183 756 14.7 441 17.8 351 .�- tri W 1201. 78.3 376 369 344 3U2 378 31.0 339 26.e 370 374 71.7 370 23.7 329 70,1 378 21.3 325 10.1 370 195 321 16.1 378 10.7 314 Q (� x 1441n 21.0 262 212 242 17.6 262 17.8 239 16.0 262 5.3 236 U C! Q O v'L Z TABLE 10B Anchor Capacity Table(Ibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 g 6 uOslrate: 276 COmiel. a5%Con. H.11MCU FOIOdCMU PTWd MetalIS ANCHOR CAP.,,°,,,,,,° � o m E� ro P,)X( )=ANCHOR CAP.,,, UO EIto v4'SSaeo6W6`Elco 1/4'8SEIc0 elastin 612Stedl m2steel MULLIONCAP„",",,,,, PRODUCT REVISED Anchor Type 311(r ENO LMI=ol 'U4'F9:otift-. UDr4[on 0/16'Elco Ulrxon 114'EIto U6rd[Dn gpgr Elcro Ullmcon AOgreOd.r SuaR([+'6)9ttew(OS) Scr281ed AnchorCOp Patteme USE THIS FORMULA TO OBTAIN THE"ANCHOR as conn i Ing with the Florida Edge Ustame On' 1' 2-1/2' 1" 2-172' 34M i' 2-L2' 1' 2-1/7 2 &116' 2' 0,4e' 0.54' 0.374' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Emtednelt n 1314' 13[4' 43/4' 144' r 1-VA' 1.1/4^ 1.114° 1-N4° 1-114' 4114° 2 1.3'8" 78[6' vans ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17-0630.01 6 2Anctarsas 0t 4.79'Min.O.C./StOmm. 2se1 Cep lFlg.17 390 ms am Os 45010e m 1644 Ibs 90Ds 280 lbs 35410S 74011s 374105 bra Me 948 ms 341 IDS 442 m; f60 B73 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 6/26/2021 4Ar%h1.15•MIn.O.G/9lal-(aar6dtj COP(Rg.4 490 ms 70D Os NIA WA NIA N/A 360 IDS WA WA WA WA WA 652033 Bea Oe 112D IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhom 0 T Min.O.C.I r17215A'W"C"d 780 ms 780 We 600 Lbs 16M we 1696106 540 IDS 5wlbs NIA 760 Me 743 IDS 880 me 1692 JIM 682ms BB51ts 1120IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3A7ch.o p OS4'MIA.O.C,/U-GIP•IMOAOD'AJ (9p 4y N/A WA NIA WA NIA NIA WA NIA WA N/A WA WA NIA WA BSD ICS CAPACITY WHICH MAY BE USED TO QUALIFY rdlam�=Product Control 1 AnChOr/F.Cep Dag.5): 145 ms 195 m1 71515 446W 372 D6 735 Ds 140 Me 1771os WOns 18TIDs 33210 473 ou 170lbs 2211bs 730 IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antm19 1,15'Mln O- F Cg 9.B7 240 m6 350 88 WA WA NIA N/A 100 Ds WA WA WA WA WA 341 Ds 442105 650 me ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: t210' 1.250° ® O • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0•..... FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` 'C�`.• ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250' �:•' F ';l�P`' CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 - 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 C-90.WOOD SHALL q� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUtaINUM SHALL BE4° .624" j`L FIGURE 4: FIGURE 5: FIGURE 6: STA p6063-T5 AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND .t" • .045'THICK(18 GAUGE,STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL :�51('.`•FdORION.••'• • ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26'X 3.25'X,527' 1.25°X 3.25'X,624" �j7 1J7 �G�` • #10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FOR MULLION FOR 777 NAL 0%111` • FIELD-MULLED UNITS FACTORY-MULLEDUNRS A.LYN 71L NLLER,P.E. FL P.E.#58705 TABLE 11A ® � Mullion Capecity Table phadt7) S Gpening Width(torved7ca spalvl(ng mlifiotS)orOpening Height(for licitmW"parining nuirwrs) Xa rv+gg 50 in Sol. 70 In 1 801n so in 100 In 120 in 140 In ISO h = Y 115X394 ReaaOgular TraplTriang. Re gular Trupffdang. Rectangular TnpRdmg. Rall acgulm Tmcu p'1dan9, RangJar Tmprtnang. Raaangular Taprn4ng. R041a.Igila TapRdana Rectangular Tmyrnwg_ Ract otd. Traprawm. 0 Loading Lnadl.g Lwd'ug We.9 LaadNg Uading Loading Loedig taaduq Loading LoadNg LoedN9 Laedarg LoedNg Loading laaditg Laadtng Londkg c X.624 o Z Alm a! TUhe .F ,: 6 S & .S ,: S &' "% n d 'S 'S E.. A -. '� 'A o 5 .- E .. 15-: a_ ., N .. Na61gn o . e o m � Ik a ,� a a a2 7L m �� N Va- +A �� o <& �S2" Vie" �� $� 8� �& �� a`� a€ ��" e ¢`ate d`& fe <� 3 a`� �2 <� � �� i� �a2 d`z i€ a'& � �& S Z w' c w 42N 170.0 620 170.0 836 170.0 748 170E 4 7 710.0 060 170.0 596 170.0 992 170.0 519 170.0 7116 1709 521 170.0 7240 170.0 521 170.0 1488 170.0 521 770.0 1735 170.0 621 170.0 ISM 170.0 521 W _ 491n 170.0 700 170.0 624 1740 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.3 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 INA 6730 170.0 1983 170.0 690 170.0 2267 170.0 680 ix m J U) Z 50.6251. 170.0 74T 170.0 563 170.0 696 170.0 631 1TO.0 7086 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1834 170.0 756 170.0 1793 170.0 756 170.0 212 170.0 766 170.0 2391 110.0 756 = � L B = 51N 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170E 764 170.0 1275 170.0 Bm 170.0 U34 17IL0 837 170.0 1694 170.0 858 170X TOQ 710.0 SO 1710 2231 170.0 Set 150.2 24M 710.0 861 t7 W O F O 60 in 170.0 885 1709 701 170.0 1063 170.0 797 170.0 1240 Wall 879 170.0 1417 170.0 944 170.0 1594 170.0 926 170.0 1771 170.0 1233 III 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1067 7 M � 63 in 170.0 230 1TO.0 745 170.0 1116 170,0 060• 170.0 1302 770.0 986 170.0 1488 170.0 1016 170.0 1673 170.0 3078 170.0 1859 170.0 1122 158.9 2060 170.0 1769 1345 Zm0 170.0 1111 117.7 2060 170.0 1171 ~ W co C a. 6615 170.0 974 170.0 189 170.0 1169 170.0 903 170.0 1395 170.0 1D02 170.0 1650 170.0 1006 170.0 1753 170.0 1165 170.0 1948 170.0 1210 143.0 1966 170.0 1275 1226 1966 170.0 1286 107.2 1966 170.0 12ES Z z in 721n 110.0 1063 170.0 WB 170.0 1275 170.0 1009 170.0 1460 170.0 1126[732 1700 170.0 1220 154.1 1736 170.0 1315 138.7 1734 169,11 1386 175-6 1734 165.9 1364 99.1 1734 150A 1362 85.7 1734 16 D.2 1352 �j �, y U o T61n 170.0 1122 17(1.0 937 17x.0 1386 170.0 7050 1695 1556 170.0 1249 1656 1652 1205 1311 7556 151.5 1266 1179 1656 141.3 7251 99.3 1556 17B.9 1229 842 1536 122.3 1219 737 1656 1212 1216 ,W-y a 2* 9 7E in 170.0 1161 170.0 961 170.0 1385 1700 1116 155.9 1477 1693 1245 1677 152.0 1224 1212 1677 139.1 1206 11.1 N77 729.6 1791 90.9 1877 116.8 1169 779 1477 116.8 1168 W.2 1877 109.3 7164 LF1 ...1 Q r, go in 5-820 1110 1de5 986 118.0 7110 123.9 960 101,5 1170 1079 961 7110 963 1136 789 1110 07.5 922 71.0 1110 80.7 910 592 1110 71.9 691 50.7 1110 66.6. 079 44,6 1170 6L7 070 Z Z m Q N W Gain 117.0 975 120.3 872 97.6 97b 1015 858 83.6 975 883 862 976 711.6 929 ES.0 975 712 817 595 575 65.8 007 48.8 976 579, 789 N9 915 523 715 36.6 975 49.3 767 Q X1081. 822 771 81.091 70.7 695 59,.7 771 61.3 674 771 64.3 664 45.7 R1 49.0 655 41.1 R1 479 617 34.3 771 30.8 632 289, 771 75.0 621 757 R7 32.4 612 aL bi =0 p111 In 76.7 730 77.3 661 611 74a 65.0 660 51.1 730 563 610 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 315 730 35-6 600 27.0 73D 31.9 Sag ZIT 730 29.6 Sal c W D) c 120N 549 625- 61.0 569 439 624 612 560 42.8 624 44.3 662 373 674 39.2 644 333 624 363 531 30.0 679, 321 531 260 624 271 619 21A 624 26.6 509 10.7 628 22S 591 ® m X � U) 1441. 34.7 433 35.1 490 29.9 473 299, 395 79,.6 433 259, 390 21.7 133 224 386 193 633 20.0 381 17.3 433 182 376 O = U ry Q E a$ z U) TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: m 0ge AnchorCapacity Table(iba) Q j; N '�� ANCHOR CAP.,,,,,,,, r sumtrats 27k Cerclae ssk cmc. NOPOW emu Fuleo cMu vrwom Moa (DP",)X( =ANCHOR CAP.v, s161=mo 114 ssElc.slir Sea 114•SSSc. 810 sled iM2steel tll2Steel MULLIONCAP.- PRODUCT REVISED AICDs Type: 9x16'Elco Imrsm UP FJ[5 Lltt2cm 3?16'Elco Utmm 114•Elco Wremn (GS) ((� USE THIS FORMULA TO OBTAIN THE'ANCHOR as com I in with the Florida UmxOn Ag StGS'r UO3acm Aggr=cr 9cn:w(G6)Scw screx Anchor Clip Patterns P�'d9 gage Ostame0ny 1' 2-1/Z 1' 2.112* 3-7/8• 1' 2.11Z 1• 2-11Z Z. 3-lAr Z 0.46' 0,54• 0.324' CAPACITY REQUIRED"CORRFSPONDINGTOAN Building o e FmOeanmt6n 1-14' 144 15x4' taro' 2' t-114' 1-114• 1-114• 1-114" 1-114• 1-114• z tare" 18'6• tales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2AnelWa(J476'MA0LC./S%=W aoft'l0l7(R91y 99Jm5 9m lm 450Im m01m 1644 ms 770 ms 28095 -lbs 74011 37<1s 661 Bx 9361M 3410. 442 Ibe 550 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas @ 1.15•Min O.C.7 Stalaard(a Of1et)COp 049 4 460 ms 7m u. NIA WA NIA NIA 3m Im WA NIA WA WA WA 6821m 885 I 1123115 CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4AMM3@ 7 KIM O.C.1(2)2c6Argle Clp9 l pia 4 780 mf 78D 115 NO IW 158011 18961Ds 540 lbs 56095 NIA 760115 749 lbs 86011 18B2R8 6321bs 86595 112)11 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4A¢Mrs®OS4'MN.0.41 uLEP,"O.wv Plum(Fg.43 NIA WA NIA WA NIA NIA WA WA WA NIA WA WA NW WA 7267 Ile CAPACITY WHICH MAY BE USED TO QUALIFY Mlem-D Pro[act Contra tAtafor/FLOP(fla SJ 19s 3m 1M Im 22511 u6 m1 a22 Dg 13513 14016 ITTIM 37011 197 m5 3321. 473 ga no ms 227 Xe 2901 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc"AI.1S'MIAO.CJFL (F19. 240079 35011 NIA WA NIA N/A 199 Re NfA WA NIA WA WA 9411s 442076 56011 ANCHOR CAPACITY- 1250' FIGURE 1: FIGURE 2: TABLE NOTES: • • • e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE \,%% f7�7 FIGURE 3: 3.94' `��opkv LYNN/,,�' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE ��'�`.••'1,10ENSF••, � i CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND *- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL 3 ✓' _ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345AND SEA MINIMUM OF.100"THICK.STEFI STUDS TO BEA MINIMUM GRADE 33AND 624" �,n ATE • • .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL -L �1•'•P40R(OP,••'G�=�` UL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL iS�ONAL EN�� #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 12S X 3.94"X.624' A.LYNN Mhl,OEk�,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table bse) won Opening Vllldth(for verficalp'-spandrg tellflorle)or Opening Height(for hollzorta"amlrg mulicre) 50 N 60 In 70 In 80 in 90 in 100 N 120 in 140 In 160 in Rectangutw T(NM 178. Raota4om Tmp/Triang. Re4leeg W ThipMa19. R-tangdv Tmp/111an9. Reotm guhe TopUd.g. Reatmladar TraprT w- Reotana" Tl prrneng. Rett Vd. Trar/Tdmtg. Rectan0ular T-Pnt40na. v LLO 2X4X26 Loading Leadng Loadn9 L-dI.9 Loadna Loac&4 Loading Loadng erg Loading Loadng LoadN9 Lmd(ng L,adoa n9 Loadn9 Lfing LaaQutg LoadV Alum.Tube 2• i & a a 2• b' S £ r r x p• 2 Iull a � a aa � �� a'� LO Is a� g¢ IS 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 a68 170.0 Safi 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 621 W 0 _ 48 In 170.0 708 170.0 524 170.0 a50 17o,o 681 170.0 992 170.0 670 17MO 1133 170.0 681 170.0 1275 170,0 677 170.0 1417 170.0 Sao "170.0 1700 170.0 680 170.0 1993 170.0 880 170.0 2267 170.0 660 w J rn rc 504251n 170,0 1 741 170.8 1 563 170.0 896 170.8 631 170.0 1046 17.0.0 654 17xO 1195 1780 723 170.0 1346 170.0 747 170.0 1404 170.0 756 170.0 1793 170.0 756 170.0 2092 I 1708 755 1760 2391 170.0 756 Fy- V = 541n 170.01 T97 170,0 612 170.0 956 MO 691 170.0 11161 1760 754 170.0 1275 170.0 BW 170.0 1 1434 170.0 1 837 170.0 1594 117MO 1 855 170.0 19131 170.0 881 170,0 2231 170.0 e61 170.0 2550 170.0 •061 O W O� ~ 80N 170.0 685 170.0 701 170.0 1083 110.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 1780 1594 170.0 996 170.0 1711 170.0 1033 170.0 2125 170.0 1063 170.0 2479 1780 1087 160.6 2680 170.0 1063 w 63 In 170.0 ON 170.0 745 170.0 111e 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1013 170.0 1673 170.0 1079 170.0 1859 170.0 1122 170.0 2231 170.0 1168 1657 2553 170,0 1171 145.9 2557 1780 1171 ~ Z 66N 170.0 874 170,0 789 170,0 1189 170.0 007 170.0 1784 170.0 1002 170.0 158 170.0 1086 170.0 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2379 170;0 1275 151.8 2437 170,0 1286 132.8 2437 170.0 1288 U m Q 721n 170.0 1093 170.0 878 170,0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 1780 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1528 109.2 2184 170.0 1630 z C' 76 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 telt 1960 170.0 1421 148.6 1960 170.0 1505 127.6 1960 151.6 1548 108.1 1950 154.0 16M 929 1960 152.7 1531 a 5 W' 10 - f- IL v o:z 3 78 in 170.0 1181 170.0 967 170.0 1301 170.0 1119 170.0 1611 170,0 1250 170.0 1842 170.0 1369' 1627 1561 170.0 1474 137A 1661 183.1 _1500 114.5 1861 147.3 1473 982 1861 139.6 1459 95,9 1881 137,8 1656 rn � On n 90I. 170.0 1328 170,0 1144 149.1 1398 158.0 1218 127.8 139B 1780 1198 111,8 13% 121.3 1179 99A 1398 1102 1162 09.5 1396 101.6 1147 745 1398 89.8 1122 63.0 1398 027 1105 659 1398 789 1096 o H J Z _ 961, 147.4 1229 151.5 1098 122.9 1229 127.8 1078 1053 1229 111.2 1061 92 1229 96.9 1044 61.9 1229 89.6 1029 73.7 1229 824 1018 61.4 12M 72.2 993 52.7 1229 65.0 677 491 1278 62.1 967 la- }4 Z 108 N 103,5 971 105.8 877 m.3 971 89.0 882 74.0 971 772 849 co 64,7 671 86A 837 87.6 071 61.8 625 51,6 071 56.5 616 47.1 071 48.0 706 37.0 971 44.0 782 324 071 40.9 771 a rn Nth 111 N 954 919 97.3 832 79.6 019 81.9 619 80.1 919 70.9 WS 59. 918 626 794 A.0 919 56.7 784 47,7 919 51.8 774 39,7 919 44,8 759 34,1 019 40.2 742 29.0 Bt9 37.1 772 ^ ' g W X 120 N 755 786 76.0 716 629 786 64.5 705 53.9 786 55.9 695 472 706 49A 686 41.8 788 44,4 677 37.7 786 46,5 688 315 788 34.9 653 27.0 786 31.0 841 23.0 768 26.4 911 V 144 N 43.7 546 442 5D4 36.4 318 31.0 498 312 646 31.9 481 27.3 US 282 485 24.3 846 253 479 21.8 546 729 474 18.2 516 18.5 464 16.8 546 172 465 13.7 646 155 MB = U X Q j TABLE12B ANC HO CAPACITY ADJUSTMENT FORMULA CL Z In fn Anchor Capacity Table Obs) ANCHOR CAP.,,,,,,,, _ oda €Q'O'o Bulb 27r[�cR1e 3511Ca1c. NOOaw CMU FDIetl= PTw0w Meld (DP„e)X ANCHOR CAP.- U F E 3 S'1r Elco 114'59 Oco 9116'FJco 1/4°SS Elco 410 SIem #12steel #1261,,7 MULLION CAP.�, a+ o�s� Ancbm Type 311WElco(lm on V4•EIcoUOtdcon 3'i6'El4olrirsrn Vd'EIoo NDacon AnehorCUPPaUBms Ulm. Agarecaor UZww AWrWalor scaw(G5)sclew(cs) Su P5) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED Edge Cistarce 04 1' 2.1/Z 1" 2-112' 3418' 1• 2.112' 1- 2-712' z• 3.11W 2 0.48' esr 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as eomptytng with the Florida EmbmMwt#r t-&4• 14'4' 1-14• t4r4' Y 1-1/4' 1.114' 1.114' 1-114' 1-114' 1-114• 2 14'8• 1-Ir 1176,6 ACTUAL PRESSURE REQUIREMENT FOR THE Building Cado 2Anchom®4.75'MIn O.C./MnM=orOleet Cllp(Flg 7&27 Mew 35011 4501bs EGO Is 1644 m6 270 on 2mM YAW 7401 37d TIM fira lm 24B los 641106 44z1Ds 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. '17-0630.01 4 Arthas®269"Mtn O.C.1516174361(oraeel)COp(ng 9j 740 On 740 He 630 IM 148511, 1424 ms NIA 583 IDs NIA 69511 N/A 660 Ite WA 68211 8115 IM 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05(26/202'1 6AM11a601.71^MIR O.F/9tanmm(ordBet)COp pga 41 US lbs 0� 758 Ib5 19461.69 N/A N01 70516 WA 799ibs NIA WA WA t@21M 1327 IN 1Me lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A.10.@ VMIn.0.C.!(g2t5 AIg10 Clips/(fla 5: 787106 seg los 156011 1Pa6Ds oite 6m is NIA 7601bs 7AB IM Smite im In M2 Ds BBs los 1120 ft CAPACITY WHICH MAY BE USED TO QUALIFY By a Arcmn®s'Mtn.O.C./(d 2.5AZac"lps/(flg bf 117006 1170Mm 1020 ms 234 IM 269 Ds SIDTIS 401bs NIA 11431:4 11221bs 1321 U. 2898 Rs 10221ba 132711Iffi, ADDITIONAL ANCHOR OPTIONS FROM THE Nllam �71 Product Control sArchols®1.54'MIn.O.G/UCIIp,Into.124 Alum(Fla 7F NIA WA NIA WA WA N/A WA NIA WA NIA WA WA WA WAANCHOR CAPACITY TABLE. SAM"@0.64•MN.O.C./ULbp,Into.125-Num.(Fla a NIA WA WA WA NIA NIA WA WA WA NIA WA WA NrA WA2 Aro2®268'Mtn O.CI FC9p(Fig% 370 ms 370 ms 3151.66 7431m71211WA 2m Im NIA 3481W NIA 44011 WA 341 m9 442 ms3AMhors Q 1.71•Min.0.01 F4TIp(R9.tok 443 D9 525 TS 3701Ds 9/3 Im NIA NIA 353 IM NIA W91te NIA WA WA 61109 66411 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. U CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24- FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2000' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR • • • • • GENERAL INSTALLATION METHODS. ``� Y LYN / ��ii FIGURE 6: FIGURES: \ N0 1-4.'•.�( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 15 ALLOWABLE. Q',• .tn� • • • • • • • • 4 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN 250" .000" * NO-58705 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. �� ` %O ST EO FIGURE 7: FIGURES: FIGURE 9; FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T••., H ° • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-9O,WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.MUST BE USED ALUMINUM N PAIRS. GA GE).TRUC URAL S EEL TO BEATBE 6063-T5 AND BEA BLEAST,.0125'TH K AND A36.FEEL STUDS TO BEA ALL ANCHOR$INTO METAL SHALL EXTEND ATIMUM GRADE 33 OL46'THICK(18 EAST 3 SCREW Y X 4•X25'MULLION /SONALS• • THREADS BEYOND THE MATERIAL.1110&#12 ANCHORS INTO WOOD MAY SE STEEL,18$S.S.OR 410 S.S. A L111(1N N11011 �i,P.E. FL P.E.#58705 TABLE13A A Mullion Capacity Table Ibafe O N `� Oponing Width(for ven[ra4,spervling mli0ons)or Opening Haight(for hors orta[Vaparrlirlg mdllrm9) SON 601. 701. BO N 901n 1001. 1201. 1401. 1801. yyy�y�1111( 1 Reelarlgdm itOpll)iarg. RectengWar Trep/Mang• Rectmguim Trayhlang. Reciargrdar TrapRdena. RectengdTtapfldang. FNdangrder TmplTdarp. RS.tmiplmr Trap/Tdeng. F§5Z O 2 X 6Y 36 Loafing laadrig Lowing Loadn9 L..dbv lnadrg Lnedag Lmdng Losing Ltedng L-bg L.30V Lmdm Loadng Loafing W Ina Inodng t02dn0 Alum Tube x a ^ x 'o s x ,�^ x a .�•^ x x A x a a x a x x ;v ,• r g - 8Y c3 MUIYon m^ o a a W m 8 a a a v u so �I �� 3� s� �9 , 5 �' r"`' v v v v �L v �� r3 c3� 5gC S� a y1. U 2"d d` Xo ¢C fc �C �0 Z rc 42 in 170.0 820 170.0 435 170.0 744 70.0 478 170.0 BOB 170.0 506 170,0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.D 521 170.0 1083 170,0 621 m O w 2 481. 170.0 708 170.0 524 170.0 ON 170.0 584 170,0 992 170.0 630 170.0 lila 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 680 110.0 1700 170.0 NO 170.0 1983 170.0 680 170.0 2267 170.0 ON J CO m 50.6251. 170.0 747 170.0. 583 170.0 898 1711.0 eat 170.0 1043 110.0 6114 170.0 1195 770.0 723 170.0 1346 170.0 747 770.0 1484 170.0 756 .170.0 1793 170.0 750 170.8'2082 170.0 75H 170.0 2391 1740 756 � � 64 In 170.0 797 170.0 612 170.0 SW 170.0 691 170,0 11111 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 VILD 850 170.0 1913 170.0 061 170.0 2231 170.0 861 170.0 2550 170.0 881 - ((DD W 0 0 K R7 601. 770.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 INA 878 170.0 1417 170.0 944 170.0 1594 170.0 NO 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 28M 170.0 1063 LU 631n 170.0 930 170.0 745 170.0 1116 170.0 85) 170.0 1302 1760 040 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 g Z BON 170.0 874 170.0 789 170.0 1168 170.0 7103 170.0 7361 170.9 1002 170.0 1558 170.0 1086 170.0 4753 170.0 1155 170.0 1918 170.0 1210 1740 7138 170.0 1275 170.0 2727 770.0 1266 170.0 3117 170.0 17� 2: Z (O d 1ym; U r 721. 170.0 1D63, 170.0 870 170.0 1275 170.0 1000 170.0 1488 170.0 1128 170.0 1700 1711.8 1718 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 25M 170.0 1488 170.0 2975 170,0 152.0 170.0 3400 170.0 1530 lU W } Q 761. 170.0 1122 170.0 937 170.D 1340 170.0 IWO 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1605 170.6 2692 170.0 1629 170;0 3140 170.0 1694 170.0 9589 170.0 1705 a j fL 27 rcZ 2 781. 1740 1151 170.0 967 170.0 1381 170.0 1115 170.0 1611 1100 1250 1740 1842 170.0 1369 17D.0 2072 170.0 1474 170.0 2302 170.D 1564 1700 2763 170.0 1700 170.0 3223 170.0 1777 170.0 368:1 170,0 1796 0 ¢ J F- 7 J 00 in 170.0 I= 170.0 1144 170.0 1594 170.0 1328 170.0 18M 170.0 1498 170.0 2125 170.0 1653 1711.0 2391 170,0 1733 170,0 2e56 170A 1918 170.0 3183 170.0 2125 158.0 3413 170.0 2273 1365 3413 170.0 2361 F 2 7 Z N 901n 170.0 1417 170.0 1232 170.D 1700 170.0 1434 170.0 19M 170.0 1871 170.0 2267 170.0 1704 170.0 2550 170.0 1952 170.0 2833 170.0 2095 1640 3189 170.0 2338 137.1 3189 168.6 2470 120.0 3199 168.1 2A28 �a F U co co m0 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1547 170.0 2231 110.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 101.9 2333 123.9 2781 140A 2281 105,9 2781 125.9 27.34 02,7 2781 116.0 2190 U5 (N o 0 rq 111117 170.0 1636 170.0 1454 1740 1988 170.0 1700 170.0 2293 170.0 1002 170.0 2611 170.0 2148 151.8 2632 182.3 2245 138.6 2632 148.4 2216 1118 2872 728.0 2188 87.8 2632 115.1 tK4 2832 108.3 2058 N x1201. 170.0 1771 170.0 1686 170.0 2126 170.0 111.59 164.4 2252 1548 1991 135.1 2252 141A 1964 12D.1 2252 1272 1938 108.1 2252 1141 1915 90.1 2252 99.8 1872 772 2252 88.9 2252 81.4 1806 co �X144N 125.1 1584 128.8 1445 104.3 1564 106.1 1426 88.4 1581 7315 1407 70.2 1584 80,7 1390 68.5 1586 723 1373 62.6 IW4 66.7 13W 521 1564 58.0 1330 44.7 1564 492 1564 44A 1283 (=7 Q N Q Q Q TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 � Z01 Anchor Ca aei Table Ibfi /ANCHOR CAP.,,,,,,,,,` SubaUWl. 2.7k Corare1• 3.5k Conn. Hall"CMU FUM CMU PT Wood MINI (DP_)%1 ��gNCHOR CAP.., 516•El.. 1/4'SS Eko 5118'Elco 174.88 Eko 910 6teei $1251; 012 SIW `MULLION CAP .,m,,,,, Alroh.Typ,: 3116•Ek,Ullracon 114'FJcO Ulemm 71W Elco Ulb.can 1l4•Ekp)A=- PRODUCT REVISED AnehorCOp Patlems Ultr4cm AogreGal,r Unmcon A9greGetor screw(G5)screw(cis) s-p5) USE THIS FORMULA TO OBTAIN THEANCHOR as eomplyying with the Florida Edge D-M-MF 1' 2.12' V 2-12• 3-118• 1• 244 1• 2-12' r 3-118' r 0.48•- obi• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Codo Embedm,nt(h1: I-W 13/4' raw• 1-3/4• r 1.114' 1.1/4' 1.1/4' 1-1/4' 1-114" 1-v4' r 13/9' tare• 'mice ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anchm04.75'Min.D.C./Smndard SOftel Clip gag.162): 390 W, 390 Ws 45016. MOM 1644®5 270 ms 2601bs 354166 740 Lbs 37411 66316. 948 roe 34116. 4421b9 5801b, OPENING,WH EN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021 4 AAeham 0 4.68'MIIL O.C./S18ndard(01 Oftel)Clip(Fig.3): 780 Ws 780 005 900160. 1780 lbs 3232169 540 ms 560 005 706 Ws 14800. 748169 127216. 188216s 682 005 B85 Its 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ancham Mill'Mla OA 7 Sbndmd Lar OOset)Clip Q°W.4k MI)1b. 140014+ 1010 ass 259516. WA WA 84011,5 WA 10651h WA WA WA 130316. 17701b. MO 1b, MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4,_Arshp.t4 r mm O.C./(2)215 Angm ups/(Fig.U 76D ba 780 W. 68016. 15601b. 18961.. 540 W, 500 Ibs WA 7601m 7481b5 NO 165 189214+ 118216, W5149 1120765 CAPACITY WHICH MAY-BE USED TO QUALIFY Mlomi- ode duet Control 8 Amb- r MN O.C.l(2);b(5 Anglo CIps/OIC.Or. 1500 lbs 1560lb, 1360 be 3120 Ica 3792 OA 1060169 1121 W. WA 15201he 14Da 005 1780 M. 3784 Im 1387 Ib. I70lbs j 224016. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchm C l S MN CLC,/(2)215 Ano@ Cops/p=1g.77 IWO 0w 210016. WO E3 3780 Iba NIA WA 1320 1" WA 1500164 WA WA WA 2045 D. 265416s 3360 lb. ANCHOR CAPACITY TABLE. 4Anohom 71.1.94}MIn.O.C./U421p,Nta.t25'Alum.(Fg.6): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301bs 8 Anchom®0.84'MN.O.C./U-Cip•Into•125"Alum.010.91 WA WA WA WA A WA WA WA WA WA WA WA WA NIA 2861 lb. b--2000"-�-1 2Anctom®4.68'MIn.*.111,(Ro.107 390 nx 390 Ws 45016. 800 m9 1616 M 270 Ws 2801W aM lb. 740017 974 Im 636 ou 948165 '341 Ib. 442 Ws 560 m. 4 Anchom®1.71'NIn•O.C1 F-CYpffb,11): 59016, T0011, 505@4 1299165 WA WA 470 Its WA 533 is WA WA WA 682165 ea516s 1120 M. ,250' NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. TABLE NOTES; FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 0.: FIGUREII: FIGURES!FIGURE 10: FIGURE 17: • • • • • • • • • 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. X11 /7j • • • LYN!v'y� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. . L%C6.DDO ENs 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 No.58705 • =*: *_ FIGURE 5: FIGURE 6: FIGURE 7: SHEEfS 21-23.FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCATIONS. ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM P90.WOOD SHALLBE PRESSURE-TREATED SPTE � FIEDUHUPAIRS. 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.12S �MUST eE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.M'THICK(18 GAUGE).STRUCTURAL STEEL TOUSEIN BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW / ZON 1_ G THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,188)S.S.OR 410 S.S. 2'%6'X.25• A.LNnIt��Q ctyEit',P.E. MULLION FL P.E.#5B7G5 TABLE 14A Mullion Capacity Table fie o � Opening Width(for verBcagY-sparring m0crm)or Opening Height(for hodwrtla*sparvi g mamorre) C d 50 in 60 In 701n 801, 901. 1001n 120 in 14D In 160 in LL z 0 RecWgutar Tmp(TMN. Reela"r T2p&Tdar4 Rec WWLg TraplTII.M. Rectangular T2p&Tdang RectmgWar Tmp&TdMV. Ratarguiar Trd#Tdarg. Reduigular Traprlttare RmanOWar Trap&Tdang Rectangular •Bap&Tderp. 5 136"x2.11" Loadng L11d1V Loafing L-9-9 Loedlrg [Wading Loafing 14ad0g La dUe Loadno Lmdln9 Loadin Loetl�g Leaf Loading Loamro [.ceding Laadre Sz u x.125"Alum r r r r r r rT2. r Tube Mull 'a •, '� c §�.. .. Fo ,. .-. a .. IT Zi LU 421n 1442 528 167.0 428 120.2 528 1469 419 1010 628 1368 414 90.1 526 134.6 411 80.1 526 1341 411 721 !ice 1341 411 60,1 SW 134.1 411 51-8 526 134.1 SM 130.1 411 W LD 2 I 966 403 1060 333 80,5 403 94.7 321 68.0 403 88.4 320 60.4 403 81.4 317 53.7 403 78.1 315 463 403 766 314 40.3 4W 18.6 314 34.5 403 766 403 766 31450.®Sln 823 362 91-0 3D1 68.8 382 79.3 254 S6B 362 71.9 �9 51-5 362 672 288 45,7 382 64.fi 284 41.2 382 B3B 283 34.] 382 63.6 283 29.4 362 83.5 362 835 283 = o = 541, 67.11 318 74.1 267 Sr,5 318 642 261 48.5 318 57.7 256 424 310 63.5 263 37,7 318 150.8 256 30.9 318 438 249 263 Ile 49-1 248 24.2 318 461 278 212 318 49.1 248 ~ a m o to S 601, 49.5 238 63.1 219 41.2 258 467 214 35.3 258 40.7 210 3a9 268 372 207 27.5 258 34.9 204 247 2% 314 2D3 20.8 258 32.2 211 17.7 258 322 2Dt 166 268 32.2 201 DLU fn tp LU c 011, 427 234 45.6 200 35.6 234 39.1 185 3aS 234 347 192 2a7 234 31.6 189 217 234 29.4 1138 0.4 234 260 184 17.8 234 26.6 183 15.3 234 26.5 183 13,4 234 26.5 183 W Z BB 1,, 372 213 39.4 1113 31.0 213 33.7 178 265 213 29.8 176 232 213 21.0 173 20.6 213 261 170 160 213 217 169 156 213 722 167 133 213 220 166 11.8 213 220 168 Z 4Q d m = 1 72In 289 178 30.1 165 218 179 258 152 2D.417 225 149 17.9 178 20.3 147 15,9 179 18.7 145 CO J z 00 781n 243 1117 264 140 20,3 181 21.8 737 17.4 161 19.0 135 152 167 17.0 137 JZ 711 In 223 152 235 133 168 152 169 131 161 152 17.5 128 m Q to TABLE 148 A1lchorCepedtY Table pbe ANCHOR CAPACITY ADJUSTMENT FORMULA: o Q X Z m ANCHOR teHODwCMU PT Wod ANCHOR CAP. " a StfeUale 2.7k Cmte o,wCot. 5/16'Eko 1!4"99 Elco 6116'Elto 1!4•SSEke #10Steel #12St 1 #125tee1 MULLION CAP.a,,,,r"" r (p Anthaflype &16"ExolJtmarl 1!4•EtCOLIM to 3116'EkoUltraem 114'Elco UlBacm N Anchor Clip Patterns unlam Agget4alo Letram AggtWor Stn (Cs)ser-PSI screw(06) USE THIS FORMULA TO OBTAIN THE"ANCHOR N Edge DIAMeQnk r ave' 7^ atm 3.113' 1. 0.111 r 0.171 T 3-110.' 7 0.411' D.sr D.- CAPACITY REQUIRED'CORRESPONDING TO AN a m N Onpe W I, 15&4• 15&4• 15&4' 1514" T 1414• 1-t&4' 1.1&4' 1-114" 1-114^ 1.114- 2 1510' 15111^ rates ' ACTUAL PRESSURE REQUIREMENT FOR THE U cV Q 9 4 Amine®T Mr.O.C./ 2r5Argle 41p5 I(PC.tk MIDI 7600 6601m 15EDMS 1mTfims 54DD>; MOB. WA '760W 7431m '01m 1882103 662 MS BBS me 1430 IM OPENING,WHEN IT IS LOWER THAN THE MULLION c9 Q � Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED 0_s x� en MULLION.IT WILL YIELD A MINIMUM ANCHOR +� m0 . CAPACITY WHICH MAY BE USED TO QUALIFY c0.1 � 'E o 11,1� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as eom 1 Ing with the Florida Building Code .OA-No. 17-0630.01 Expirallon Date 05/26/2021 1 TABLE NOTES: Mlaml-Da Produe Contfol I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1268" `l SFE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS r I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE T FIGURE 1: 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 SHEETS 21-23. 2,118 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. .125• 111 I 1 1 7 17 r CONCRETE BLOCK NI4)SUBSTRATES:CONCRETE S MU)SHALL SHALL CONFORM TO ASTM C-0.WONFORM TO ACI OD SHALL BE PRESLLOW SURE-TREATED r \�.�aONY L NNS YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,125' I _�;: v10ENSF'•�� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEELTO BE AT 1.26"X 2.11'X.125 MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) *; No,68705 THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ,ry '✓�' MTE / •�� /",7/ONAL EN.v`. A.LYNN MILLI�.R,P.E. FL P.E.#58705 TABLE 15A Muffle"Cdp4oftY Table(Ibs/ftf) • $ OptlningWidth(faeertirallyspervirgmWgoro)orOpening Height((ortnri-rllegy-epatrungmWgare) &, i 501n So in 70 In Be In so In 7ooln 120 In 1403n 16D In 47 O Rea Jar Trepr mg• Redappilar Tlap/Tnan9. Rectangdar 11*1daria. Rea gwat Troprrd.X litetanDula, DapiTd v Ractangt4u TmprNwV. Rectapular Tn-q d.Z Ra:fafpWar Trap/I11ang, RnctanaWar TtaplTdanB. 3.26'30 �n9 tmdng, Lad" Loedn9 Laad<M ioedng i.oadnn taadne Laadlno t>aaena laming Laadna toad Lolling Loading t.mang taad8q t atna w DEG.AL BAYMULLsis 04 TO! ELI 42 In 170.0 an 17D.0 435 170.0 744 1700 473 170.0 esa r70.a 576 1709 ssz 170.0 sts no.o 1116 170.0azf 770.6 7240 v4.a do 170.4 1468 n0A 521 170,0 r735 776.0 Szf x49.! Hilo 110.0 Sty O 4681 174.0 709 170.9 524 110.0 850 779.0 584 170,0 942 f7Q.4 b'1D 474.0 1133 170.0 601 170,0 1275 1700 677 770.0 1417 770,4 690 1522 1522 174.0 680 130.5 1822 17x,0 683 1443 1522 170.0 680 a ' o� 50. 0.0 47 .0 583 170.0 896 170.0 631 Me 1449 1700 am 170.0 7185 1700 723 170,0 1345 1700 747 is421443 170.0 75a 1389 1443 170.0 756 117,3 1443 IRA 758 1026 1443 170.01786 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170Q 1116 Van 764 10.0 12'73 170,0 H01 1604 1353 170.0 817 144.3 13513 1708 886 1203 1363 170.0 867 103.1 1353 $70.0 881 9Q2 1353 }70.0 881 'q ai 601. 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1219 Ilea 878 148.1 }216 170.0 BM 128.8 1218 159.8 038 1789 1218 1521 924 .71 1218 146.1 913 87.5 1218 146,1 913 73,1 1278 146.1 013 rn 4D 811n 170.0 939 170.0 745 170.0 1118 170.0 650 150.2 1160 168.8 933 131,0 1150 153,0 914 116.e 1160 141.9 Boa 105,1 1150 134.2 885 979 1150 126.7 871 75.1 flail 120.2 870 65.7 1160 1282 870 V W z a m s 60 In 170,0 974 170.9 789 752.4 1048 165.8 a8, 7306 1019 748.8 864 114.3 1048 133.7 860 107.8 1018 123.4 059 81.4 1448 1105 830 762 I. 709.0 827 05.3 1048 108,2 818 57.1 1048 1082 818 Z U} 721. 140.6 880 147.8 T64 117,4 880 126.0 748 1006 080 110,0 734 600 890 100.0 722 742 a90 82.4 312 70.4 880 882- 103 59.7 880 792 693 50.3 880. 78.5 688 40.tl 680 78.4 688 W J 9� i aZ To In 178.7 709 125.1 690 09,8 790 108R 676 85.5 790 83.3 663 74.8 7911 83,9 852 61,5 790 769 643 89.8 780 71.7 635 49.9 790 65.1 624 42.8, 790 6'2,1 679 37.4 790 61.5 a77 --1 781a 110.8 756 115.5 657 52.3 750 98.1 844 78,7 750 859 csz 692 760 77.1 821 81.6 760 708 612 55,4 760 65.7 645 462 760 59.4 594 39.8 780 682 588 34,6 750 35,5 588 p r •^ Z Q Q 61 Ot 907'1 721 6W 74.4 500 60.1 569 828 491 61.5 563 54.8 483 45.1 fi63 489 475 40.1 587 M.4 468 88,1 867 409 462 30.0 583 36,2 452 25.8 683 33,3 445 225 563 31.8 442 F- Q. m Z N •- 9B in 59.4 495 511 443 49,5 494 61.8 435 42.4 495 44.8 427 37.1 495 39.9 421 33A 405 38.7 415 29,7 483 332 409 TA.B 195 79.1 400 21.2 495 20.8 394 149 495 2576 380 4 app too in 41.7 '191 42.6 353 34.8 391 M.B 348 29.8 381 3171 342 20.1 391 27.6 337 23,2 391 24,9 333 20.9 391 228 328 17.4 391 1677 327 14.9 ]91 17.8 315 1111n 344 070 SB.2 335 32.0 370 33.0 376 27.5 370 29.8 325 24.0 370 25.3 320 21,4 370 72.8 376 102 370 20.9 312 16.0 370 78.1 305 cf n tm to 3,074 317 30.9 285 25.3 317 26.0 284 27.7 377 22.6 280 19,0 317 18.9 276 16.9 317 17,9 273 (�j o 144 In 11.6 220 17.8 203 O Q ch d Q TABLE 158 IL z AScItar Ca 0adtv Table b6 ANCHOR CAPACITYAWl15TMENT FORMULA: 0 substrate: 2,71a Curcrala 3.Sk Cana. Houm cal ANCHOR CAP.,„,,,,, Filled CMU PT Wood main] (OP)X )=ANCHOR CAP.,,,, N16'Elco ;14a 9Eko 9176•Emo tt4•ssfiao itost4at 202&1681 8t2sted MULLIONCAP.q,,,, PRODUCT REVISED P AxtaxilPe: 3ttG Elco uitrdaon 114'fiko 08racgx 3116.6166 U3moon 114'6120 Ui0acon �� urtrxon Aaye6ata 6arcw4�3)screw(Gs) acrew(Qs) USE THIS FORMULA TO OBTAIN THE"ANCHOR 313S. s�ampty�ing with tho Florida Anchor CU PalOeme Uiaecan Building @ode 66686&161x8 Qn} t• 2-712' t' 2-1TY 3-ve' t' 2-t2• P 2.12' ? 3-118• z• 0.4a• 0.54• 0.324• CAPACITYREQUIRED•CORRESPONDINGTOAN NOA-No. 17-0630.01 Em6edneM imk talo^ ta1P 1.314' tall' 7 7-114• 1.714• 1-114• 1.114• 114• i-0!4' 2^ 1.918• 1-319• ratios ACTUAL PRESSURE REQUIREMENT FOR THE 2Mctxn 65•Mh o.4/R)215 Anale Cops/(Fa.17 390 ms iso ms 460 me See 668 1700.- 270 me 28414s 3540x 740 ms0u 720 ass Sae ma 341 ma 4421ba 5649& OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dat a, 4 Archon 4B 3.S M81 O.C./12I245An9!e CSps t(Fb-73: T800s 786 18s 79076& 7970 i6a z5z5>ba 570 Rs 38076& wA }x20 ms ms 194141 18&2 ms 682 9x 888 ih Nm ma CAPiIGIIY(FROM THE TABLE)OF THE SELECTf71BAnahad Q 2.71'MIh O.Q./ 75 Ahola- /1rtB.3); 1120206 1120lbs 458 ma acs lW 2254IW WA 649766 .1 toss msu 1320 ms wA 1o221be 1327 in two-Ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR By -- CAPACITY WHICH MAY BE USED TO QUALIFY M1amT-D a Produ4:t Control ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE1: - ANCHORCAPACITYTABLB TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE }{it iV ttltlr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •126 \`a N o IV 7� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Ngo FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30° ^��,.•-'4tGENSF f��Y 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3.250" y�.; No.58705 FIGURE 3: CONCRETE BLOCK UNtT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125• -0 ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 3p•gpy �C3,, 'ATE f •:.��'� LEAST.126"THICK AND A36.ALL ANCHOR51M0 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION •'t�-•. • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 S.S. - �CCs . ORIDP,.•' rC�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. '""Sj'�NAL 7 A.LYt>fIG�i u"E'R',P.E. FL P.E.#58705 TABLE 16A a ® g Mullion Ca o Table bsW) Opening Width(for velliealIpwartrirp mutons)or Oponing Hoight(far tndzorda*sParrirg mtdlial5) 50 In 6o In 70 in so Jr, 1 00 In 1001n 120 in 140 in 18O in p Rmlengller TI WTdarg.JI pMia v Redm9Gar TreplTd T, Rndangda TreprTdang• Red noulm T3aW0 xV Redaradar TraWVaTKi. RwtangWar TngJ0lang, Re, talar Tm;vTdeng. RI,.4,0 TrNdrden0. 3.2F 45 Looting L>mdngOrad3n9 Loedog LaadnO Lcedryl Loading tearing laadng Loafing Lo.dng L wing Load` I.oa6ng Loafing Laedng (nadng n�" 0 OEG.AL m z• ilm' 2- a r a r x r i x S 41 s•� _ ® g� s � 3. y19 mSAY M LL .2 i� �a � s� s� s dEa a � s'� rc �a �� C W42 M 1740 670 170.0 435 .0 478 170.0 886 170.0 506 170.0 892 170.0 519 1700 1110 170.0 S21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 1603 1871 1740 521 y J4841 1740 708 170,0 6240.0 684 170.0 892 170.0 830 170.0 1133 170.0 Wt 170.0 1275 170.0 677 170.0 1417 1740 1150 163.7 1637 170.0 6W 7443 1637 170.0 680 1228 1037 1740 680 D Cn 6 50.625 bi 170.0 747 170.0 363 170.0 898 1740 831 170.0 1018 170.0 44 170.0 1785 170,0 723 170,0 1345 170.0 747 170.0 7484 1740 756 747.1 1552 170.0 758 12H,1 1552 1TO.D 758 110.4 154 170.0 768 LU '0 0 54 in 170.0 787 170.0 872. 170.0 058 170.0 691 11D.O 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 837 1552 1455 1T40 850 1243 1455 •170.0 081 110.8 1455 170.0 861 97.0 14M 170.0 681 C 17] Lij rn 60 N 170.0 US 170,0 701 170.D 1063 170.0 797 170.0 124D 170.0 878 157.1 1309 170.0 044 139,7 1309 170.0 998 125.7 1309 167.5 BB4 100.8 1300 757.1 � 69.8 1309 157.1 982 78.6 1309 167.1 414 � F-- V m Z 631n 1740 070 170.0 745 170.0 1118 170.0 050 1829 1247 170.0 940 142.5 1217 184.5 983 126.7 1247 1520 865 114.0 1247 144 94 95.0 1247 1382 hie 81.4 1247 135.7 915 71.3 1247 135.7 935 � LU 8841 170.0 974 170.0 789 170.0 1189 170.0 907 119,4 1190 163-7 985 129.9 1190 147.9 945 115.4 1160 136.5 928 103,9 1190 128.4 914 88.8 1190 119.5 898 742 11410 INA 993 64.9 1190 118,1 B93 vi Z 0)� $ aU LLI C 721n 161.8 1010 169.8 877 134.7 1910 14.6 am '1104 1010 1212 842' 101.0 ION 114.7 80 89.8 1010 105.8 817 110.8 1010 860 807 873 1010 90.6 795 61,7 1010 87.8 780 611.5 7010 87.7 749 a o �Z 7841 177.4 806 143.8 782 1145 9011 1220 775 88.1 008 707.1 761 85.9 908 96.2 749 783 908 882 738 88.7 008 823 729 57.3 BW 74.7 716 49.1 906 712 710 429 SOB 70.8 708 (jj Q � r r °,2 78 in 127.1 681 132.5 754 1059 881 1125 738 90.8 881 98.9 725 79.4 801 66.5 713 70.6 861 61.0 707 81.8 861 754 694 53.0 881 88.1 681 46A 861 B4.5 875 39.7 861 53.7 W2 z I. 901n a27 849 85.4 674 68.9 648 721 554 69.1 646 OZ9 654 61.7 648 W.1 545 440 646 509 537 41.4 846 47.0 530 34.5 646 413 578 29.5 848 382 $11 25.9 646 36.5 SD7 F Q m Z � C7 m cp 9841 682 566 70.1 Soo 56.6 586 58.1 499 48.7 505 51.4 491 {28 568 49.6 483 37.9 560 41.4 478 34.1 568 381 470 28.4 666 37.4 4`"9 24.3 668 30.5 452 21.3 586 28.7 47 708 h 479 49 48.9 405 79.0 449 412 399 312 449 35.7 793 29.9 49 31.7 387 25.6 449 20.8 382 Z3.9 410 2411 377 20.0 49 22.7 368 17.1 48 70.4 381 75,0 449 18.0 356 111 N 4.1 {25 46.0 385 38.8 475 37.8 379 91.5 425 320 373 27.0 ffi5 28.1 387 21.5 425 282 361 22,1 425 21,0 356 18.4 425 20.7 350 15.8 425 16.6 343 Y Y o � p to 1n 72041 74.9 3& 35.5 331 20.1' 304 29.6 326 249 361 25.0 321 21.8 364 228 317 ta! 384 20.5 313 iT.S 364 187 309 =U• U to ¢ O O 14In 202 83 20.4 233 16.8 253 17.1 230 ¢ d e Z m O s0 TABLE16BANCHORCAPACITYADJUSTMENT FORMULA: Anchor Capacity Table b• ANCHOR CAP.,,„„s, '- g Subsearo: CAP.- 2.7k amrcro 3.6k Caw. Fbeox amu Fuad CMIJ PTWoad 161.101 (DP.)X� >=ANCHORCAP.- Nul'Eko 7/4•SS Elco 5/16•Elco 1/4.35 Ek. tttosreel 9129ree1 912 Steel MULLION(:AP.,,.,,... PRODUCT REVISED Anchor Type: 3116•FJoo Ulttason 114•Eko Umeom Ulracon 9176'qco Nkacm t!a'Elea Ul6ecan ABgrecator 18treom AgarcGator 6cmx(GS)Scree(05) Suen(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor C8p Patterns Building Code fdpe Oslerwe On k 1' 2-10 1' 2-112' 3.118• 1' 2.1IY 1• 242" 2• 3-1 Z 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Embednerd n. 7S/4• is/4• 1014° 1314• Z 1-1/4' 1.14• 1-174• 1.1W 1414• 1-v4• 2' tale• ts18• tedea ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancra @S•Min O.C,IR)245Anglet9ps/(Flg.1T 380 ms 360 Ds OSD Ibs 890 res 17001bs 270 s 2801bs 354 ms 7400.1 374 IN 720 lbs 94818. 941 ms 4216. SBO ms OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05/26/2021 4 Aralen®35•hUn O.G I RI2x5 Angk C9ps l(F10.2k leg 6u 780 ms 7901bs 76r01hs 2625 ms Soo IDs 3601hs RTA 11201bs 748 lb. 680 ma 1992 ms B82Ibs acs l5. 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchms�271°)5n o.41(212s5 Anda CApsl(AB.3Y. 1120 lbs 7tzolb. 9sa lW az4e ma 2254 m. WA 640 ms WA 1659lb. WA 1320 ms WA tou m. 731 m. lseo m. MULLION.IT WILL YIELD A MINIMUM ANCHOR BY CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0a roduct Control _ ADDITIONAL ANCHOR OPTIONS FROM THE ' ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • i FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND-MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ��vv\QNY LYI1 fN� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.7.3. .125°Q1.,57 �� a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. P=: �TCENse•,(4'� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED - *;• _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHATHICK(16 GAUGE),STRUCTURAL STEEL TO BE AT , `LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND �� TATE F� � �� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. �i��tS'•'O ORIDP.••;��` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ,//s� L EN vv� A.L/YNIdlM14dEF'Z,P.E. FL P.E.#58705 i 1.000. 1.000. Izw I.MT 0 .125' 125' 2.750° .125" &i25, .125' 3.188* 2000" 2.00V .128' c" 2,116' 126* .265m 375' 650* 125' .375 .50 z a-2_" t - t a _T .900, to VXTX.12PULILLION I*XTX.375*MUWON 1'X2.75"X.376'MULU0N I'X2,75'X.65W MULLION I"X 3125 X.S"MULLIONI 125"X 3.188"X,26W MULLION 1.26'X2,11'X, 5 ULLION (106346 ALUM. 6003-T6 ALUM. 8063-T6 ALUM 6063-T6 ALUM, 6W3-T6AU.JK 6063m`r(IALUM. 6063-TeALUM. X-SECTION X_SEQnON X-SECTION X-SECTION X-SECTION X-SECTIDN X-SEC I N LIJ M co C' 0) .126' Z LU DIN) _T 12 M T 0 �-.125' LD 10 li Ni U3 z TABLE A d =) Z 'lue 0.1 For Mullion:STANDARD CUP ZXS ANGLE CLIP 2-:4 z 2. 0063-TG ALUM I Dimensloni Value on For Mullion: 81, X-SECTION 2-125, 6063-T6 ALUM. U-CUP 2.000' kSE.TION 10 6063-T6 ALUM A 1.625 1'4 X2'X.125" .1Z 126" , < ::i X-SECTION 125" B 654 n Aluminum z 0-895 I Tube Mullion D .125* E I z U0,740 U) ,g va Zia -740 A 1.125z �: U) 5.500, 8 2.404 I"X2X.3751 LU U Aluminum CUTHERETO .375' 5,OOT Tube Mullion REATE F-CUP,SEE fMIN, .376'MIN.-i D 0.490 MIN. I DETAIL F,SHEET4 3.1w C 0.635 .375' < (L. A U) 338'MIN. A 1,875 0�0 r-------- I r------ A U-CUP ----------- B 3.000 V X 275"X wl L _j L------- 606346 ALUM. 2X 63-46 C 0.757-.375 Aluminum S1 7 TOPVIEW 6063-T6 ALUM. Tube Mullion 118 PRODUCT REVISED TOPMEW a. ornpiCode lni with the Florida STANDARD CLIP OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 Building a a CENTER OF ANCHOR HOLE MUST LIE 606346 ALUM A.-A.-BOUNDARY.SEE SH EETS&18 FOR THE I*X2,75"X NIOA-No. 17-0630.01 TOPVIEW CENTER OF ANCHOR ANCHOR O.Q.DISTANCE,MAXIMUM ANCHOR B 3,000 -Owl WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER.I/le. Expiration Date 05/26/2021 SHEETS&17 FOR THE ANCHOR D.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE 1) 0.B3E Tube Mullion 13, DIAMETER*ANCHOR DIAMETER-11le". SHEFTS&17FORTHE -- ANCHOR O.C. TABLES A 2000 DISTANCE MAXIMUM PGT Part# B 2.637 11'X3.125*X 5.500, ANCHOR HOLE Mull Dimension(sheet 4) .6OD'Alum '375, DIAMETER; 1116'. Mullion C 0.863 .375' MIN. DIAMETER.1116'. _f " Sid.Clip Offset Clip U-Cllp Angle ClIF D 1.137 Tube Mull MIN. V X 2'X.126'(S) 66505 6661I 666243M 666511M A 2.825 ---- -------I_-----------i-- 1"X2X.37F(6) 666WS M114M 66511 ISM 666244M 666512M B 3,262 t26"X3.18W X.265*Alum ----- V X 2.75'X.376'M 666D7 666115M 6661120M 666245M 6W513M C 0.862 Tube Mull 1'1X2.75"X.650'(8) 666W 66611 BM 0661121M 666246M 666514M D 1.762 ti i1 v9 `D X3.I25*X.5cc6e37m W61116M M1114MW6242M 6M6515M I26*X2.11* 0oW LYN. , ....... A 1.813 .121°Alum 1.26'X3,188`X.2652) 616M 1 66641M 6661117M 6661113M 668241M 6 Tube Mull IL 'X2.11"XJ25"(18) 69370 NIA N/A N/A_ 66857TH i No.587os C OFFSET CLIP NOTES: .125*- TOP. 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ORION 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR D.C.DISTANCE. 6Z 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P. -+ 1.000" r-- --j 1.000° f-- 1.062°I j Tao .063" .386" i -{ .125" n .062° I --{I-.126° 062° O .438" I I g 4.000° .125"STANDARD CLIP 4.000" 4.000" 2.000" 2.125" 2.625' 6083.76 ALUM ULLIF 2400" 2X5 ANGLE CLIP 1 ° X-SECTION 6063-TS ALUM. N I I 6063-T6 ALUM. XSECTION ,125• .126" X-SECTION U .126° .125° .031" .126" z LU O N _ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J O •125 375" .155° 376° DASHED BOUNDARY.SEE SHEETS 10.20 FORTHE ANCHOR O.C.DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+111fi'. W Q o IVX.126" 1. U)� 1'X4°X.376• � 6.600° _ 5.000° j Z M W MULLION MULLION T'-MULLIONCUT TO 6063-T6 ALUM. 6063-Te ALUM. 6063-T6 ALUM. 375. 3.125° -{_CREATE ECLIP,SEE •375" 375° F _ CD Z X•SECTON XSECTION XSECTION MIN DETAL F.SHEET MIN. Z Q eeavaN t250� .375" Z LU m eU TAcroer 1.594° ------- ----------- _ L r--------I I r-------'t CENTER OF r-- i .375" 1.584' I I I ANCHOR HOLE I 'I MIN. Ei m O vessoN I I I I 1 MUST LIE WITHIN I I J 0_g `u Z THE I I I I BOUNDARY. I i I I I 1 I I BOUNDARY.SEE i I )- U Q rn 03 1 I 1 I F SHEETS 10.17 Z 2.875- ___ JI ___ FOR THE F -_-_-_-_� 14 z {Q- Z.�IZ00 m I 1 I i ANCHOR O.C. 1 I //j Q p �o°�'o .100° 31 I 1 I I F I DISTANCE I I Z I o 0 3.250° I I I I MAXIMUM I I m O_ .100" 3.250" i I I I 1 ANCHOR HOLE j j U JJ 1 I I I DIAMETER: I I J In 00° L _--___J I L______-J ANCHOR u---------------------1 U 0 Q g O .624° L DIAMETER+IN6'. Q 2 .100° 2X5 ANGLE CLIP n "O m.0 " 8'10' 4' Ct. STANDARD CLIP U•CLiP 806376 ALUM. 6063.78 ALUM. 6063.78 ALUM. TOPVIEw 1250° 1250• CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW -{ .820° F+-• WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125°X 3.25"X.100' US"X3.26°X.624' 1.25'X 3.94'X.624° SHEETS 10-17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as comptyyingg with the Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Olmenalon Value(In) For MWllon: Oimenslon Value(in) For Mullion: Building Codo 6005-T6 ALUM. 6005•T5ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER*V16°. NOA-No. '17.0630.01 X-SECTION %SECTION F 3.687 1" C4"X F 1.838 1.25 X3.25' X•SECTION G 1.000 .125" G 0.500 X.824' O Expiration Date 05/26/2021 3.469' H 2.680 Aluminum H 1.438 Aluminum I -2 661" r .375" 5.500"� 375' I 3.000 Tube Mullion I 3.250 Tube Mullion 6y .125° F 3.167 1"X4°% F 2625 1.25'X3.94" w mlam Da a ro uc Control -•-1 125 1.877° MIN. G 0.757 .375" G 1.125 X.624" 1.377' I H 2.430 Allanlnum H 1.500 Aluminum 1 I I I I 3.000 Tube&"P 1 3260 Tube Mullion I I I I I F 2.250 1.25'%3.25' F 2.613 30'Ba Mull t0 I i i I i I G 0.760 X.100" F 2.875 45•Be MWI .125' I .125' q5• 2.250° i i I I 1 I H 1.500 Aluminum 30' 1 I I I H I i 3.250 Tuba MuOion tj 3.250°45°BAY MULLION I 3250' I I I i TABLED tri 11111111111// w 30*BAY MULLION 6063-T6 ALUM. I �_______� 1 �- -_-_--% Mull Dimension POT Parti! ��`�1pN•......N,y��'%,� 8063-T6 ALUM. I X•SECTION ( eeti/) Mullion Std.Clip Onset Clip U•Clip Angle Clip \ LICENSE C� X•SECTION I 1°X4`X.12b'(70) 69364 86811tH 961122M 686241M 86651BM z G 063.18CFFSECLIP _�.;• ND.88705 '.. r 60(i3-T8 ALUM. 1'X4°X.376•(11) 66610 888112M 6661123M 8882A2M 868S19M •226"J �•y81"� TOPVIEW -X4°X.375""P(11) 8866B112M 6MI123M 666242M 668619M o. - .22a--T�-.9[-.981---41653.740° NOTES: 12S'X3.28'X.100`(13) 20160=12 6661127M 6681124M 6662410M 8685115M ?3 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.25'X.624"(14) 20101120316 6661128M 6661125M 6662411M 6665116M :�T'•, FT TE O 1.25°X3.84'%.624°(15) 20162 688111TH 8681126M 666241M 888517M i(� ••.4ORIOP.••'• 2)SEE SHEETS 10,11,13.15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68649 WA N/A WA 6665110M ONAL 450egZ Fe 86850 WA WA WA 6665111M 1 1111111 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, o A.LYNN W&R,P.E. O FL P.E.#58705 TABLE E n Mull Dimension PGT Part# ®rrg 8 _ ��U-Clip ..Angle alp '� .125' f'-.125" S T # (sheet#) Mullion Std.Cllp 2*X4'X.25'(16)1 66602 666261M 666271M f 6-665112M 2' 6"X.25'(17)1 66604 1 666262M I 655272M I 6666113M STANDARD CUP I U-CUP2X5 ANGLE CUP 2.000' I 6063-TB ALUM. 111 8063-T6 ALUM. 6069-TS ALUM. Ve 0 NOTES: X-SECTION 2.125' XSECTION 2.000' XSECTION i IN 1)HOLES 70 BE DRILLED IN THE FIELD FOLLOWING .125 .125' -125• DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L 0 N> U W 2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE Z HOLE LOCATIONS. 1.490' �--1.490°--4 O S 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 -1 500° CUTHERETO CO 3.500"�'�''''�''� cnEATE Fcl1P, 5.000• C) o = 2.000' .375 'C SEE DETAIL F� .377 MIN. tC m C) u7 MIN. r'SHEET4 MIN. .375° ---••-�1- F O 0 --'- � tt? QZQ ------------ ------'-� -- ^- 2 I i 1 i^- ----'--S. z Z W 1 5. j i 2 �U I I n 4.000" i i ¢ in 6Y�Z .250° 2'X 4X.25 MULLION i I 3,438• I � � Q 6083.76 ALUM. Z 8 of c`n X•SECTION I I 1 i 375" a 9 o d� `_ ----- ---1--- -------� -- -- L------- I MIN. Z --------------1 H LU O 52 ® LL J TO to L- 6063-T ALUM. -CUP,6063•FB ALUM. 2X5ANGLECUP S CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. Q Z Q Q .2 WITHIN THE GASHED BOUNDARY.SEE TOPNEW TOPVIEW WiTH1NTHE DASHED BOUNDARY,SEE TOPYIEW >' mQ O SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. 0 ..-'` w0.' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE 0 =` H °-•��-1.. DIAMETER:ANCHOR DIAMETER 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1118•. SHEETS 16-17 FOR THE ANCHOR O.C., PRODUCT REVISED 5.500' DISTANCE.MAXCMUM ANCHOR HOLE as aamP1 Ing with the Florida CLITHERETO DIAMETER:ANCHOR DIAMETER+ill 6". Building Code 2000' 3.500" CREATEF.CUP, 5.000" .3IN. -� .375" NOA-No. 17-0630.01 SEE DETAR F, IN. r-BHEEf4 MIN. 375* MIN. Expiration Da 5/26/2021 --'---- --------- _- .375 -- .. Miam a Pro uo Co.". 1 r-- --- T i i I �t 1 i j I i j i I 1 1 1 I I i I I I I 1 1 I I i I I 1 6.080' I ^ I 4.668• 5.438' � +--•-------------� t t 5,438' SAW � I tttt It//,. 2•X 6'X.26' MULLION ( 1 I I �1',. %„iCENgF•.,��i 6083-T8 ALUM. I I t { 4': XSECTION No.58706 1 7 1 ! I .375' -•'--- -- -- - -- -- L---------------------� MiN. '0 7 (''77 7-3 .260" STANDARD CLIPL' "UP 2X5 ANGLE CUP •"��Sr•'•�[DRIDP �� 8063.76 ALUM. 6C63-T6 ALUM. 6 63-TO A W M. ""7"zzNAL' E G`�• TOP NEW USED FOR 2'X B"MULLION SHEET 17 TO�� A.LY1IMMIIII!ER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH 15 72"AND THE OPENING WIDTH IS 32-32-1"=W.REFERENCINGSHEET 25,THE COLUMN USING NOANCHoRS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF2-1/4"AND WILL MEET OR EXCEED THE REQUIRED cry DESIGN PRESSURE OF+80.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. xT�3 -SEE SFE, FROM TABLE 3A SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72,OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-/-58.3 PSF AND WOULD y(�^ O FENESTRATION DETAILS, C ` i PRODUCT'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION. gz U APPROVAL\ 2J FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE Eel . 72- OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.MULLION N LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 y.y L) - Q ANGLE CLIPS WITH(4)012 ANCHORS HAVEA CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. (0 ANGLE z r W DEIN S, 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _ SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j � �-2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o$ E- NOANCHORS IE.TH�� INDTHE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: DO C) W 636 LBS O (fi0 PSF)X )=524.0LBS (MAYBE USED TO QUALIFY#10 STEELSCREWS FROM TABLE 4B) 2 Q 72.7 PSF m S zU THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8.THE OPENING REQUIRES A .O DESIGN PRESSURE OF+50.01-55.0 PSF. JC r, u�rc^ FOR THE VERTICAL MULLION: Q p1 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36'+36'+1"=73".REFERENCING SHEET 25, Z W 2 I COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL O) i3 co p(D MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W EXAMPLE 2:MULTIPLE MULLIONS W 0. SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375"MULLION(LENGTH=108',OPENING WIDTH=801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF co to co to MULL WIDTH-'11-- SHEETS 2a 'AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. U Q FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(LENGTH=108",OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS (L=W Z FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m m O s O 1 3[/':—Ducrs SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36-+36'+2=74',NOT 73"AS PREVIOUSLY E, &'�N" TRATION DETAILS, SHEETS"""�� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINITAIN PRODUCT REVISED ROVAL 24 \ THE 73'DIMENSION(35-12"+35-112'+2'=73•). as eom Ing wlth the Florida r - 2 USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED 9u0A-No ode V [CAL� , I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 MULLION` — USING THE STANDARD CLIP WITH(6)3116•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26/2021 SEE LENGTH -SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. DETAILS. DETAILE. B oPEwNG SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS: Y S w Mloml•-qde Product Control HEIGHT BECAUSE THE VERTICAL MULL WILL BE A2•X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER ulj FOR HORI772. MULLION TYPE COULD BE CHOSEN. v� MULLION1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALrrRIANGULAR LOADING MAYBE � (D USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE a: REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEP DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE W Z SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USINGTHE 2X5 ANGLE CUPS WITH 2a (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. D: �� N..LYN L5',HORIZ,�� 35•,HOwz _I 4)FORME U•CLIP IN THE HORIZOWAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CUP SHOWS TFiE ANCHOR ��; 1.\CEN6Fm m"OPENING ULLMULLLENGTH--'-IIICAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE•,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Z WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, *.: No.58705' FROM THE ABOVE STEPS,OUR MULUON DESIGN PRESSURE IS: a 7 +/-64.7 PSF FROM THE VERTICAL MULLION; ^ 1,� 1.1�•'� +/-170.0 PSF FROMTHE 36"HORIZONTAL MULLION ATTACHING TO CMU; H •�"Q�/Fr(-"� +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). G 71.\, S ATE �` THE LOWEST DESIGN PRESSURE IS 464.7 PSF AND WOU)D APPLY TO ALL OF THE MULLIONS. � i(��'-• ORIDP.•••G\1.1 i 1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ,/77/S�It0,NAL��Y��` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ppa A.LYNIUIIUILL��,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, U FL P.E.#58705 ( . f EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: n rn x I LL 1 PW PW PW I 1/7 N I I U SH/OH SHIDH SHIOH SH/DH 1 PW PW a N �N Z 4 W co / / W 'oB LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED ~ Z • DOOR _ z _ z I SGD U LOADING OF VERTICAL MULLION w 0.CD $O I J W� $ Z PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION j Q d f` Z z Q 4 rn rn PW I Q L, Z§Go PW PW PW a 5�$� n (n / PW 0 cc SHIDH SHIDH 1 V J O O 4 SH/DH SH/DH i i m0 s0 I SH1DH 0. • �' �d� I U PRODUCT REVISED asBoncdingCodeomp!y1ngg with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULL] I SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION 1 PW PW HR ExpImNOA- o. 17-0630.01 � a P-xpiratlon Date 05126/2021 • I I - LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Nlla rol a Product Cont I NOTES: -- P HINGED PW PW I DOOR 1 1 _ 1)DRAWINGS ARE 1 RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. j PW CONFIGURATIONS NOT SHOWN I MAY BE EXTRAPOLATED FROM THOSESHOWN. / / I BEIF THE LOADING DETERMINED.USE E CANNOT ��```oP .......... .LYNN% I PW RECTANGULAR LOADING. • FN PW 1 3)SEE PRODUCTS'APPROVAL FOR \7�•;' NO.58705 1 / ACTUAL ANCHOR LOCATIONS, �•7 ` LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 '�O A PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MU ONS SG4 - ��(�s'•.FCORIDA,.�G�=�� 1 ONAL.6��•�• LOADING OF VERTICAL LOADING OF HORIZONTAL A,1L'y NIMIIid .P.E. MULLION MULLION FL P.E.#68705